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HomeMy WebLinkAbout2021-07-27; City Council; ; Approval of Plans and Specifications and Authorization to Advertise for Bids for the Carlsbad Police and Fire Headquarters Renovation Project-Part 2 PlansSAFETY CENTER REVISION NUMBER KEYNOTE REFERENCE PROPERTY LINE REVISION CLOUD INTERIOR ELEVATION REFERENCE ELEVATION NUMBER & SHEET NUMBER WINDOW REFERENCE DOOR REFERENCE N DETAIL REFERENCE SHEET NUMBER EXTERIOR ELEVATION REFERENCE SHEET NUMBER SHEET NUMBER SECTION REFERENCE NORTH ARROW CENTER LINE WALL TYPE REFERENCE A101 1 Ref 1Ref 1 Ref 1Ref ? 1 Room name 101 150 SF 1 A101 SIM 1 A101 SIM ROOM NAME M888 150 SF E 888 300 TOTAL OCC RM 1i 1t A.F.F. 1i 1'-0" 101 1 A101 SIM 1 OCCUPANCY TAG ROOM TAG SQUARE FOOTAGE SPOT ELEVATION CEILING TAG W/ HEIGHT PL 2560 ORION WAY CARLSBAD, CA 92010 NORTH 5 FWYP A L O M A R A IR P O R T R D EL CAMINO REALFARADAY AVEORION WAY UP UP 1 2 3 4 5 6 7 8 9 10 11 12 133.1 A B C D E F G H AA 153 SF 1 STORAGE 182S-1 300 775 SF MECH EQUIP 171-0 68 SF ELEV EQUIP 172-0 231 SF ELEC. ROOM 174-0 884 SF 18 PHYSICAL FITNESS 161B50 298 SF MEN'S 163-0 1521 SF 31 MEN'S LOCKERS 164B50 42 SF VEST 166-0 121 SF 1 TRAFFIC SUPERVISOR 108B150 1265 SF SALLY PORT 181-0 969 SF 4 PROPERTY & EVIDENCE 159S-1 300 165 SF 2 EVIDENCE 157B150 143 SF 1 NARCOTICS 158B150 992 SF 7 DISPATCH CENTER 144B150 272 SF MASTER MPOE / MDF ROOM 143-0 127 SF 1 COMM SUPERVISOR 145B150 508 SF 4 CRIME ANALYST 141B150 57 SF WOMEN 148-0 56 SF MEN 149-0 191 SF 1 BATTERY CHARGING/ SHOTGUN STORAGE 126S-1 300 27 SF 1 COFFEE 123B150 124 SF REAR ENTRY 122-0 488 SF 4 TRAFFIC 116B150 103 SF ELEV EQUIP 175-0 47 SF ELEV. #1 EL01-0 33 SF METER ROOM 173-0 33 SF VESTIBULE 167-0 31 SF VESTIBULE 162-0 169 SF VESTIBULE ROOM 199-0 177 SF 2 RECORDS SUPERVISOR 110B150 67 SF EVIDENCE LOCKERS 194-0 210 SF STAIR #1 ST01-0 608 SF 13 WOMEN'S LOCKERS 169B50217 SF WOMEN'S 168-0 351 SF 3 CST 151B150 83 SF 1 OFFICE 154B150 258 SF 2 PUBLIC COUNTER 104B150 516 SF 4 WATCH COMMANDER 133B150 477 SF 4 LOBBY 101B150 1242 SF 83 BRIEFING 121A-3 15 103 SF 1 TRAFFIC OFFICE 114B150 103 SF 1 TRAFFIC OFFICE 115B150 402 SF 3 PATROL SERGEANT 111B150 139 SF 1 MEETING ROOM 112B150 876 SF 6 RECORDS 109B150 319 SF 22 LOUNGE 146B15 87 SF ELECT. 142-0 157 SF HALLWAY 192-0 364 SF HALLWAY 191-0 364 SF HALLWAY 193-0 453 SF HALLWAY 195-0 601 SF HALLWAY 196-0 114 SF STAIR #2 ST02-0 129 SF 1 STORAGE 185S-1 300 123 SF 1 DRYING ROOM 184B150 161 SF 2 PUBLIC INQUIRY 105B15074 SF 1 MEETING 106B150 41 SF 1 CRIME LIVESCAN 107B150 104 SF 1 OFFICE 152B150 144 SF 1 BAG TAG 156B150 112 SF 1 WATCH COMM OFFICE 134B150 107 SF 1 INTERVIEW ROOM 183B150 85 SF 1 INTERVIEW 160B150 83 SF WOMEN'S SHOWERS 170-0 141 SF MEN'S SHOWERS 165-0 78 SF HALLWAY 147-0 55 SF 1 DRY CLEANING 125B150 99 SF 1 CST OFFICE 153B150 168 SF 2 TRAFFIC OFFICE 113B150 81 SF HALLWAY 103-0 525 SF 4 HOMLESS OUTREACH 155B150 762 SF HALLWAY 197-0 768 SF 6 ATRIUM / REPORT WRITING 131B150 89 SF ELEV. #2 EL02-0 30 SF 1 AV ROOM 124B150 N.I.C. B 56 SF IDF ROOM 1 132-0116 36 * 119 * * * STAIR REQUIRED PROVIDED REQUIRED PROVIDED DOOR - - 22" 36" F (110) STAIR REQUIRED PROVIDED REQUIRED PROVIDED DOOR - - 6"36" E (30) STAIR REQUIRED PROVIDED REQUIRED PROVIDED DOOR - - 0.8" 72" D (4) STAIR REQUIRED PROVIDED REQUIRED PROVIDED DOOR - - 26" 72" B (130) STAIR REQUIRED PROVIDED REQUIRED PROVIDED DOOR - - 2"46" A (10) STAIR REQUIRED PROVIDED REQUIRED PROVIDED DOOR 44" 48" 29.4" 72" C (147) STAIR REQUIRED PROVIDED REQUIRED PROVIDED DOOR - - 2.8" 36" G (14) REQUIRED FIRE SEPERATIONS: I-3 REQUIRES A (2-HOUR) SEPERATION TO B & S-1 (SEPARATION IS EXISTING) (PER 2019 -CBC 508 -TABLE 508.4) EXISTING 2-HOUR HORIZONTAL FIRE FLOOR SEPERATION: DEFINED AS "ACCESSORY OCCUPANCY" (2019-CBC 508.2): AGGEGRATE ACCESSORY CCUPANCIES SHALL NOT OCCUPY MORE THAN 10% OF THE FLOOR AREA OF THE STORY IN WHICH THEY ARE LOCATED AND SHALL NOT EXCEED THE TABULAR VALUES FOR NON-SPRINKLERED BUILDINGS IN TABLE 506.2 FOR EACH SUCH ACCESSORY OCCUPANCY. (2019-CBC 508.2.3 -TABLE 508.4) TOTAL FIRST FLOOR = 23,212 SQ. F.T. BRIEFING ROOM = 1,242 SQ. F.T. 23,212 x 10% = 2,321> 1,242 -(OK)REQUIRED PANIC HARDWARE REQUIRED PANIC HARDWARE 418 SF 3 ENTRY VESTIBULE 102B150 (135.00)(174.50)(170.67)(116.33)(55.16)* * REQUIRED PANIC HARDWARE REQUIRED PANIC HARDWARE REQUIRED PANIC HARDWARE REQUIRED PANIC HARDWARE REQUIRED PANIC HARDWARE REQUIRED PANIC HARDWARE REQUIRED PANIC HARDWARE FEC FEC FEC FEC FEC FEC FECN N NEN E E 564 SF HALLWAY 198-0 OCC. FROM LVL. 2 OCC. FROM LVL. 2 STAIR REQUIRED PROVIDED REQUIRED PROVIDED DOOR - - 8"36" H (44) 18" INTERIOR EXIT ACCESS STAIRWAY 1-HR RATED NON-CHEMICAL USE: ROOM WILL HOUSE EVIDENCE MATERIAL NEEDED FOR DRYING ONLY. DRYING CABINETS WILL EXHAUST TO THE EXTERIOR. NO HEAVY CHEMICAL USAGE WILL BE USED IN THIS ROOM INTERIOR EXIT STAIRWAY 1-HR RATED REQUIRED PANIC HARDWARE * **** (42.00) * (86.00) HOLDING CELL TO BE CONSIDERED OCCUPANCY B: A. CBC 308.5.6 -CONDITION #6 –IS APPLICABLE PER THE ITEMS LISTED BELOW AND THUS THIS SPACE WILL BE RECLASSIFIED AS A “B” OCCUPANCY SPACE B. ONLY ONE TEMPORARY HOLDING FACILITY C. WITH FIVE OR LESS PERSONS UNDER RESTRAINT OR SECURITY D. CURRENT BUILDING MONITORED FIRE SPRINKLER SYSTEM TO REMAIN E. CURRENT HOLDING CELL AUTOMATIC FIRE ALARM SYSTEM TO REMAIN OCCUPANT GROUP ROOM NUMBER OCCUPANT LOAD FACTOR ROOM FLOOR AREACALCULATED OCCUPANT LOAD ROOM NUMBER, WHERE FULL TAG NOT SHOWN (SEE TABLE FOR OCCUPANT LOAD CALCULATION) STAIR REQUIRED PROVIDED REQUIRED PROVIDED DOOR 14.7" 9.8" 36" 36" A (49)INDICATES RATED OPENING - SEE DOOR SCHEDULE * OCCUPANT LOAD SERVED BY EXIT ACCESSIBLE MEANS PATH OF TRAVEL LENGTH FOR INDIVIDUAL LINE FARTHEST POINT XX.00(XX.00) FARTHEST TRAVEL DISTANCE 1-HR FIRE RATED WALL 2-HR FIRE RATED WALL 3-HR FIRE RATED WALL 4-HR FIRE RATED WALL SCOPE OF WORK LIMITED TO STRUCTURAL SEISMIC RETROFIT ONLY EXISTING FIRE EXTINGUISHER NEW FIRE EXTINGUISHER FEC FECN E IBC SECTION 706.2:A FIRE WALL SHALL HAVE SUFFICIENT STRUCTURAL STABILITY UNDER FIRE CONDITIONS TO ALLOW COLLAPSE OF CONSTRUCTION ON EITHER SIDE WITHOUT COLLAPSE OF THE WALL OR SHALL BE CONSTRUCTED AS DOUBLE FIRE WALLS IN ACCORDANCE WITH NFPA 221. IBC SECTION 706.3: FIRE WALLS MUST BE OF NON- COMBUSTIBLE MATERIALS, EXCEPT IN BUILDINGS OF TYPE V CONSTRUCTION. DN REF.DN FD FD FD 1 2 3 4 5 6 7 8 9 10 11 12 133.1 A B C D E F G H AA 355 SF 3 TRAINING COORDINATOR'S OFFICE 252B150 231 SF 2 TECH SERVICE CAPTAIN 255B150 231 SF 2 LIEUT. 256B150 231 SF 2 FIELD SERVICE CAPT. 257B150 221 SF 2 ADMIN ASSIST. 258B150 186 SF 2 SECRETARY 291B150 333 SF 3 POLICE CHIEF 289B150 538 SF 36 CONFERENCE 288B15 321 SF 3 FIRE CHIEF 283B150 227 SF 2 FIRE DIV. CHEIF 281B150 177 SF 2 FIRE ANALYST 277B150176 SF 2 EMS MGR 276B150 176 SF 2 EMPTY 275B150 358 SF 3 CRIME OF VIOLENCE 210B150 165 SF 2 OFFICE 209B150 87 SF 1 MAILROOM 214B150 87 SF 1 INTERVIEW 213B150 82 SF 1 INTERVIEW 212B150 132 SF 1 JUVENILE SERVICES SERGEANT 211B150 270 SF 2 EOC DIRECTOR 271B150 137 SF 1 SGT. OFFICE 204B150 221 SF ELEC. ROOM 207-0 565 SF 4 VICE / NARCOTICS 202B150 752 SF MECHANICAL EQUIP. 221-0 170 SF 2 IN-PROCESS EVID./STOR. 223B150 144 SF 1 JANITOR 233S-1 300 187 SF MEN 232-0 147 SF 1 WORKROOM / IDF ROOM 237B150 191 SF WOMEN 235-0 53 SF WOMEN 285-0 263 SF 2 SECRETARY 282B150 38 SF CLOSET 290-0 15 SF COFFEE 286-0 20 SF 1 STOR. 287S-1 300 38 SF CLOSET 284-0 532 SF 4 FIRE ADMIN 280B150 315 SF 3 CLERICAL 278B150 47 SF 1 STORAGE 274S-1 300 59 SF 1 STORAGE 279S-1 300 174 SF 2 FIRE TRAINING OFFICER 272B150 89 SF WORK REPRO 294-0 53 SF MEN 292-0 329 SF 3 CSI 225B150 OPEN TO BELOW 376 SF HALLWAY 273-0 102 SF HALLWAY 215-0 90 SF VEST. 268-0 731 SF HALLWAY 264-0 683 SF 5 RES. ASSIST. 240B150 146 SF 1 SGT. OFFICE 205B150 188 SF 2 OFFICE 254B150 319 SF 3 CLEAN OFFICE 251B150 OPEN TO BELOW 138 SF 1 IT MEETING 239B150 653 SF HALLWAY 262-0 1118 SF 8 ADMIN CSO 241B150 89 SF 1 STORAGE 242S-1 300 83 SF 1 JANITOR 243S-1 300 174 SF 2 OFFICE 253B150 104 SF 1 ALS ROOM 224B150 79 SF HALLWAY 293-0 167 SF 2 OFFICE 208B150 2055 SF 42 INVESTIGATIVE SERVICES 201B50 126 SF 1 IT OFFICE 238B150 1843 SF 13 ROOF TERRACE 246B150 151 SF 2 OFFICE 260B150 542 SF 4 CLERICAL POOL 261B150 47 SF ELEV. #1 EL01-0 210 SF STAIR #1 ST01-0 207 SF 2 OFFICE 206B150 76 SF 1 INTERVIEW 203B150 89 SF ELEV. #2 EL02-0 114 SF STAIR #2 ST02-0 457 SF 31 LOUNGE 244B15 22 SF VEST. 234-0 21 SF VEST. 231-0 71 SF 1 JANITOR OFFICE 222B150 41 SF 1 IDF ROOM 2 259S-1 300 STAIR REQUIRED PROVIDED REQUIRED PROVIDED DOOR 44" 48" 35.7" 36" J (119) STAIR REQUIRED PROVIDED REQUIRED PROVIDED DOOR 44" 57" 35.7" 36" I (119) * * EXISTING 2-HOUR HORIZONTAL FIRE FLOOR SEPERATION: BETWEEN B AND I-3 BELOW REQUIRED PANIC HARDWARE REQUIRED PANIC HARDWARE DEFINED AS "ACCESSORY OCCUPANCY" (2019-CBC 508.2): AGGEGRATE ACCESSORY CCUPANCIES SHALL NOT OCCUPY MORE THAN 10% OF THE FLOOR AREA OF THE STORY IN WHICH THEY ARE LOCATED AND SHALL NOT EXCEED THE TABULAR VALUES FOR NON-SPRINKLERED BUILDINGS IN TABLE 506.2 FOR EACH SUCH ACCESSORY OCCUPANCY. (2019-CBC 508.2.3 -TABLE 508.4) TOTAL SECOND FLOOR = 21,399 SQ. F.T. INVESTIGATIVE SERVICE = 2,055 SQ. F.T. 21,399 x 10% = 2,140> 2,055 -(OK)(135)(115)(158)(117.08)OPEN TO BELOW ATRIUM COMPLIES WITH SECTION 712.1.9 ALL ITEMS 1 THRU 5 * REQUIRED PANIC HARDWARE REQUIRED PANIC HARDWARE FEC FEC FECFECE N(N)N198 SF CORRIDOR 263 263 SF 18 CONFERENCE ROOM 245B15109 SF HALLWAY 265-0 390 SF HALLWAY 266-0 583 SF HALLWAY 267-0 105 SF HALLWAY 269 (91.50) *(235)INTERIOR EXIT ACCESS STAIRWAY INTERIOR EXIT STAIRWAY 102 SF HALLWAY 215-0 CSI LAB WILL BE CLASSIFIED AS "B" OCCUPANCY, AS ALLOWED IN THE CODE, "LABORATORIES: TESTING, RESEARCH AND [SFM] INSTRUCTION" (304.1 BUSINESS GROUP B), HAZARDOUS MATERIALS -AMOUNTS USED ARE MINIMAL THUS NOT REQUIRING H OCCUPANCY, SEE CHEMICAL LIST ON SHEET G004 * TOTAL TRAVEL DISTANCE FROM 2ND FLOOR TO 1ST FLOOR: LEVEL 2:149 LEVEL 1: 86 TOTAL:235 ACCESSIBLE MEANS PATH OF TRAVEL FARTHEST POINT (XX.00) FARTHEST TRAVEL DISTANCE SCOPE OF WORK LIMITED TO NEW CARPET, NEW CEILING, RUBBER BASE, AND PAINT. SEE RCP, FINISH PLAN AND FINISH SCHEDULE 1-HR FIRE RATED WALL EXISTING FIRE EXTINGUISHER NEW FIRE EXTINGUISHER FEC FECN E IBC SECTION 706.2:A FIRE WALL SHALL HAVE SUFFICIENT STRUCTURAL STABILITY UNDER FIRE CONDITIONS TO ALLOW COLLAPSE OF CONSTRUCTION ON EITHER SIDE WITHOUT COLLAPSE OF THE WALL OR SHALL BE CONSTRUCTED AS DOUBLE FIRE WALLS IN ACCORDANCE WITH NFPA 221. IBC SECTION 706.3: FIRE WALLS MUST BE OF NON- COMBUSTIBLE MATERIALS, EXCEPT IN BUILDINGS OF TYPE V CONSTRUCTION. OCCUPANT GROUP ROOM NUMBER OCCUPANT LOAD FACTOR ROOM FLOOR AREACALCULATED OCCUPANT LOAD ROOM NUMBER, WHERE FULL TAG NOT SHOWN (SEE TABLE FOR OCCUPANT LOAD CALCULATION) STAIR REQUIRED PROVIDED REQUIRED PROVIDED DOOR 14.7" 9.8" 36" 36" A (49)INDICATES RATED OPENING - SEE DOOR SCHEDULE * OCCUPANT LOAD SERVED BY EXIT UP UP FD FD FDFD FD 1 2 3 4 5 6 7 8 9 10 11 12 133.1 A B C D E F G H AA PHASE 1.0 ENTRY VESTIBULE 102 210 SF STAIR #1 ST01 47 SF ELEV. #1 EL01114 SF STAIR #2 ST02 89 SF ELEV. #2 EL02 PHASE 2.0 BARRIER LEVEL 2 STAFF INGRESS / EGRESS BARRIER LEVEL 1 CONSTRUCTION INGRESS / EGRESS LEVEL 1 CONSTRUCTION INGRESS / EGRESS LEVEL 1 STAFF INGRESS / EGRESS LEVEL 2 STAFF INGRESS / EGRESS SPACE IS AVAILABLE FOR BUSINESS (RESTROOMS AVAILABLE ONLY ON THE 1ST FLOOR ONLY) PHASE 1.0 ROLL UP DOORS ARE INCLUDED IN PHASE 1.0 CONTRACTOR BUILD TEMPORARY ACCESS TO SECOND FLOOR OFF OF SALLY PORT DUTY LOCKERS TO BE INCLUDED IN PHASE 1.0 PRIMARY CONSTRUCTION ENTRANCE CELLS TO REMAIN IN OPERATION AT ALL TIMES TRAILER FARM TEMP POWER FLEET GATE BARRIERBARRIER PHASE 2.0 PHASE 1.0 CARPET TO BE REPLACED AFTER REMOVAL OF TEMPORARY SOUND ATTENUATION WALL CORRIDOR CARPET TO BE REPLACED AFTER REMOVAL OF TEMPORARY SOUND ATTENUATION WALL TEMPORARY SOUND ATTENUATION WALL REMOVED AT COMPLETION OF PHASE 1.0 & 2.0 AREA TO REMAIN CLEAR UNTIL COMPLETION OF PHASE 2.0 1. CONTROL ALL DUST TO CONTAIN DUST WITHIN THE STRUCTURE, AS DISPATCH MAY BE OPERATIONAL. CLOSE OFF DUCTWORK AS NECESSARY TO CONTROL DUST. OBTAIN DUST PLAN APPROVAL FROM CITY PROJECT MANAGER PRIOR TO PROCEEDING. 2. SALVAGE ALL POLICE RADIOS INSTALLED IN WALLS, TO BE DEMOLISHED FOR RELOCATION IN NEW SPACES. ANY DAMAGED RADIOS MUST BE REPLACED IN LIKE KIND AT NO COST TO THE OWNER. 3. HVAC DUCT SYSTEM TO BE ISOLATED AND SEALED FROM PHASE OF WORK AND BALANCED FOR OCCUPIED SPACES. 4. TEMPORARY SOUND ATTENUATION WALLS TO BE USED AT AREAS OPENED TO CONSTRUCTION ACTIVITY. DN DN FD FD FD 1 2 3 4 5 6 7 8 9 10 11 12 133.1 A B C D E F G H AA PHASE 1.0 OPEN TO BELOW 1 1 PHASE 2.0 SPACE IS AVAILABLE FOR BUSINESS ( RESTROOM AVAILABLE ON THE FIRST FLOOR ONLY ) PROVIDE DOOR IN BARRIER FOR EMERGENCY EGRESS ONLY INGRESS/EGRESS FOR EMPLOYEE CONTRACTOR BUILD TEMPORARY ACCESS TO SECOND FLOOR OFF OF SALLY PORT PRIMARY CONSTRUCTION ENTRANCE PROVIDE DOOR IN BARRIER FOR EMERGENCY EGRESS ONLY PHASE 2.0 PHASE 1.0 CARPET TO BE REPLACED AFTER REMOVAL OF TEMPORARY SOUND ATTENUATION WALL CORRIDOR CARPET TO BE REPLACED AFTER REMOVAL OF TEMPORARY SOUND ATTENUATION WALLS TEMPORARY SOUND ATTENUATION WALL REMOVED AT COMPLETION OF PHASE 1.0 TEMPORARY SOUND ATTENUATION WALL REMOVED AT COMPLETION OF PHASE 2.0 1. CONTROL ALL DUST TO CONTAIN DUST WITHIN THE STRUCTURE, AS DISPATCH MAY BE OPERATIONAL. CLOSE OFF DUCTWORK AS NECESSARY TO CONTROL DUST. OBTAIN DUST PLAN APPROVAL FROM CITY PROJECT MANAGER PRIOR TO PROCEEDING. 2. SALVAGE ALL POLICE RADIOS INSTALLED IN WALLS, TO BE DEMOLISHED FOR RELOCATION IN NEW SPACES. ANY DAMAGED RADIOS MUST BE REPLACED IN LIKE KIND AT NO COST TO THE OWNER. 3. HVAC DUCT SYSTEM TO BE ISOLATED AND SEALED FROM PHASE OF WORK AND BALANCED FOR OCCUPIED SPACES. 4. TEMPORARY SOUND ATTENUATION WALLS TO BE USED AT AREAS OPENED TO CONSTRUCTION ACTIVITY. FD FDFD UP UP FD 1 2 3 4 5 6 7 8 9 10 11 12 133.1 A B C D AA PHASE 1.0 89 SF ELEV. #2 EL02 BARRIERBARRIER SPACE IS AVAILABLE FOR BUSINESS LEVEL 1 STAFF INGRESS / EGRESS ( RESTROOM AVAILABLE ON THE FIRST FLOOR ONLY )BARRIER BARRIER PHASE 1.0 LEVEL 1 STAFF INGRESS / EGRESS LEVEL 1 STAFF INGRESS / EGRESS LEVEL 1 STAFF INGRESS / EGRESS LEVEL 1 STAFF INGRESS / EGRESS 1. CONTROL ALL DUST TO CONTAIN DUST WITHIN THE STRUCTURE, AS DISPATCH MAY BE OPERATIONAL. CLOSE OFF DUCTWORK AS NECESSARY TO CONTROL DUST. OBTAIN DUST PLAN APPROVAL FROM CITY PROJECT MANAGER PRIOR TO PROCEEDING. 2. SALVAGE ALL POLICE RADIOS INSTALLED IN WALLS, TO BE DEMOLISHED FOR RELOCATION IN NEW SPACES. ANY DAMAGED RADIOS MUST BE REPLACED IN LIKE KIND AT NO COST TO THE OWNER. 3. HVAC DUCT SYSTEM TO BE ISOLATED AND SEALED FROM PHASE OF WORK AND BALANCED FOR OCCUPIED SPACES. 4. TEMPORARY SOUND ATTENUATION WALLS TO BE USED AT AREAS OPENED TO CONSTRUCTION ACTIVITY. 1 2 3 4 5 6 7 8 9 10 11 12 133.1 E F G H ENTRY VESTIBULE 102 210 SF STAIR #1 ST01 47 SF ELEV. #1 EL01114 SF STAIR #2 ST02 PHASE 2.0 BARRIER LEVEL 2 STAFF INGRESS / EGRESS BARRIERLEVEL 1 CONSTRUCTION INGRESS / EGRESS LEVEL 2 CONSTRUCTION INGRESS / EGRESS PROVIDE DOOR IN BARRIER FOR EMERGENCY EGRESS ONLY ( RESTROOM AVAILABLE ON THE SECOND FLOOR ONLY )BARRIER PRIMARY CONSTRUCTION MAIN ENTRNACE PHASE 2.0 PHASE 1.0 CARPET TO BE REPLACED AFTER REMOVAL OF TEMPORARY SOUND ATTENUATION WALL CORRIDOR CARPET TO BE REPLACED AFTER REMOVAL OF TEMPORARY SOUND ATTENUATION WALL TEMPORARY SOUND ATTENUATION WALL REMOVED AT COMPLETION OF PHASE 1.0 & 2.0 AREA TO REMAIN CLEAR UNTIL COMPLETION OF PHASE 2.0 PHASE 2.1 DN DN FD FD FD PF1 2 3 4 5 6 7 8 9 10 11 12 133.1 E F G H OPEN TO BELOW PHASE 2.0 INGRESS/EGRESS FOR EMPLOYEES PROVIDE DOOR IN BARRIER FOR EMERGENCY CONSTRUCTION EGRESS PROVIDE DOOR IN BARRIER FOR EMERGENCY CONSTRUCTION EGRESS CONTRACTOR BUILD TEMPORARY ACCESS TO SECOND FLOOR BARRIER FIRE ADMIN TO VACATE DURING CONSTRUCTION PROVIDE DOOR IN BARRIER FOR EMERGENCY CONSTRUCTION EGRESS BARRIER BARRIER1 2 3 4 5 6 7 8 9 10 11 12 133.1 A B C D AA PHASE 1.01 1 SPACE IS AVAILABLE FOR BUSINESS INGRESS / EGRESS FOR EMPLOYESS PHASE 2.0 PHASE 1.0 CARPET TO BE REPLACED AFTER REMOVAL OF TEMPORARY SOUND ATTENUATION WALL CORRIDOR CARPET TO BE REPLACED AFTER REMOVAL OF TEMPORARY SOUND ATTENUATION WALLS TEMPORARY SOUND ATTENUATION WALL REMOVED AT COMPLETION OF PHASE 1.0 TEMPORARY SOUND ATTENUATION WALL REMOVED AT COMPLETION OF PHASE 2.0 1. CONTROL ALL DUST TO CONTAIN DUST WITHIN THE STRUCTURE, AS DISPATCH MAY BE OPERATIONAL. CLOSE OFF DUCTWORK AS NECESSARY TO CONTROL DUST. OBTAIN DUST PLAN APPROVAL FROM CITY PROJECT MANAGER PRIOR TO PROCEEDING. 2. SALVAGE ALL POLICE RADIOS INSTALLED IN WALLS, TO BE DEMOLISHED FOR RELOCATION IN NEW SPACES. ANY DAMAGED RADIOS MUST BE REPLACED IN LIKE KIND AT NO COST TO THE OWNER. 3. HVAC DUCT SYSTEM TO BE ISOLATED AND SEALED FROM PHASE OF WORK AND BALANCED FOR OCCUPIED SPACES. 4. TEMPORARY SOUND ATTENUATION WALLS TO BE USED AT AREAS OPENED TO CONSTRUCTION ACTIVITY. 1 2 3 4 55 66 TYP 7 8 9 9 10 9 111213 14 15 16 16 17 12 18 19 14 7 7 14 EXISTING FIRE LANE FH FH UTILITY ROOM 20 TYP 20 TYP. 14 14 2121 2121 2121 FH 22 23 24 25 2627 12' - 0"92' - 6" SAFETY CENTER 282828 EXISTING (E) CONCRETE PATH (E) FIRE LANE (E) SIDEWALK (E) LANDSCAPE (E) FIRE HYDRANT (E) LIGHT POLE (E) CHAIN -LINK FENCE LINE (E) GATE (E) ITEM REMOVED (E) FH A104 5 A103 1 1 2 3 4 A303 1 (E)55 6 TYP. (3) 7 8 (E) PARKING COUNT: 7 (E) PARKING COUNT: 12 (E) PARKING COUNT: 18 (N) PARKING COUNT: 10 A102 4 9 10 1111 7 A102 3 7 12 FH FH 1313 TYP. 13 14 15 SAFETY CENTER 50' - 0"20' - 0"2 0 ' - 0 "150' - 0"R 15' - 0"R 15' - 0"12 TYP. (SE-5) FIBER ROLL, ALONG SLOPE (SE-1 SILT FENCE, NEXT TO DRAINAGE DITCH WM-1 WM-5 WM-6 WM-8 WM-9 (E) DRAINAGE DITCH TO REMAIN (EC-2) PRESERVATION OF EXISITNG (SE-6) GRAVEL BAG BERM/BARRIER EDGE OF SLOPE (DASHED LINE) SE-7 1 EV 2 EV 3 EV 4 EV / ACCESSIBLE 1 ADA VAN 2 ADA 3 ADA 16 TYP.17 TYP. 18 19 20 A102 1 A102 2 TYP.(3) 21 TYP.(3) EXISTING NEW (E) CONCRETE PATH (E) FIRE LANE (E) SIDEWALK (E) LANDSCAPE (E) FIRE HYDRANT MAIN BUILDING ENTRY (E) LIGHT POLE (E) FENCE LINE (E) GATE ACCESSIBLE PATH OF TRAVEL (E) (E) (N) FH 1. ALL LANDSCAPE SHOWN IN SITE PLAN IS EXISTING TO REMAIN U.N.O. PROTECT DURING CONSTRUCTION. 2. ALL (E) SITE LIGHT POLES TO RECEIVE NEW LIGHT FIXTURES, REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 3. NO EASEMENTS ON PROPERTY 4. NO MAJOR GRADING. SITE WORK LIMITED TO 1,110 S.F. AT NEW DUTY LOCKER SHADE STRUCTURE. 5. ALL PROPERTY LINES, EASEMENTS AND BUILDINGS, EXISTING AND PROPOSED, ARE SHOWN ON THIS SITE PLAN, SEE SHEET G002-A FOR PARCEL MAP. 6. ALL SURFACE WATER WILL DRAIN AWAY FROM BUILDING. THE GRADE SHALL FALL A MINIMUM OF 5% WITHIN THE FIRST 10 FEET (2% FOR IMPERVIOUS SURFACES) PER SEC. 1804.4 GENERAL NOTES (N) EV (N) ADA (E) STALLS MOTORCYCLE 4 3 0 0PARKING @ FRONT: 0 0 47 6PARKING @ REAR: TOTAL PARKING COUNT: PARKING COUNT (N) STALLS 2 0 4 3 47 6 2 MIN. NUMBER OF REQUIRED ACCESSIBLE PARKING SPACES (TABLE 11B-208.2): TOTAL PARKING STALLS: 56 (Including 4 EVCS and 3 ADA STALLS) REQUIRED ADA STALL: 3 (1 VAN) SE-1 SE-5 EC-2 SE-10 SE-6 EC-1, EC-4 TR-1 WM-1 WM-5 WM-6, WM-8 WM-9 SE-7 SILT FENCE FIBER ROLL PRESERVATION OF EXISTING INLET PROTECTION GRAVEL BAG BERM / BARRIER DIRECTION/ COURSE OF FLOW HYDRAULIC MULCH / HYDROSEED STABILIZED CONSTRUCTION ENTRANCE MATERIALS DELIVERY AND STORAGE AREA TEMPORARY TRASH / SOLID WASTE HAZARDOUS AND CONCRETE WASTE MANAGEMENT SANITARY WASTE (PORTABLE TOILET) STREET SWEEPING AND VACUUMING WM-1 WM-5 WM-6 WM-8 WM-9 SE-7 SCALE: 1" = 20'-0" REF: A301 A101 1 CAMPUS SITE PLAN EXISTING NEW (E) CONCRETE PATH (E) FIRE LANE (E) SIDEWALK (E) LANDSCAPE (E) FIRE HYDRANT MAIN BUILDING ENTRY (E) LIGHT POLE (E) FENCE LINE (E) GATE ACCESSIBLE PATH OF TRAVEL (E) (E) (N) FH 6 WIDTH OF CONCRETE PAD 11' - 5"LENGTH OF CONCRETE PAD25' - 6"WIDTH OF GENERATOR 4' - 5"LENGTH OF GENERATOR18' - 6"A800 5 7 SLOPE 2%SLOPE 2% 10 11 TYP (QTY. 3) NO SLOPE ON CURB 1 EV 2 EV 3 EV 4 EV / ACCESSIBLE 1 ADA VAN 2 ADA 3 ADA 1 9' - 1" SLOPE 5% TYP. (3 QTY.)2% MAX. SLOPE TYP.2% MAX. SLOPE TYP.TYP.3' - 0"6 A800 1 P 2 P 1 2 A800 3 TYPA800 2 TYP33 3 4 4 45 2' - 0" A800 12 8 9 MAX.SLOPE 1%SLOPE 1%SLOPE 1%TYP. ( 10 QTY.) 12 A800 4 13 1313 18' - 0"4' - 7"EQ.EQ.EQ.EQ.EQ.9' - 0"8' - 0"5' - 0" 9' - 0"8' - 0"9' - 0" 14 14 EQ. EV VEHICLE PARKING ONLY EV VEHICLE PARKING ONLY EV VEHICLE PARKING ONLY EV VEHICLE PARKING ONLY 3 102' - 10" 36"36"36"36"A CONCRETE ANCHOR PER MANUFACTUER SPECIFICATIONS 36 1/8"30 7/8"3 1/4"MANUFACTUERE: LANDSCAPE FORMS SERIES: LOOP BIKE RACK -35 COLLECTION MATERIAL: ALUMINUM CASTING, POWDERCOAT FINISH COLOR: METALIC SILVER BIKE RACK ELEVATIONA 30"72"50"10' - 6"5' - 0" DURA BIKE LOCKER MODEL: DLVP VERTICAL MATERIAL: GALVANIZED STEEL A DASH LINE INDICATES BIKE CLEARANCE 4.2.6. 1.2.3. EXISTING CONCRETE CURB 10" FRONT 30"73"TOP 30"50"BACK 73"50" SIDE BIKE LOCKE ELEVATIONA DURA BIKE LOCKERS: COLOR: GRAPHITE DOOR TYPE: PEROFRATED LOCK: PAD LOCK *REFER TO SPECS FOR MORE INFO FLOOR MOUNTED PER MANUFACTURER RECOMMENDATIONS 1 11 1 222 3 4 4 5 6 TYP. S H O W E R S A N D C H A N G I N G S I Z E -1 2 ' x 6 0 'PROJECT MANAGEMENTSI ZE -10' x 32'PROJECT MANAGEMENTSI ZE -10' x 32' S A F E T Y C E N T E R S T A F F P R I V A T E O F F I C E A N D R E S T R O O M S I Z E -1 0 ' x 3 2 ' S A F E T Y C E N T E R S T A F F P R I V A T E O F F I C E A N D R E S T R O O M S I Z E -1 0 ' x 3 2 'S A F E T Y C E N T E R S T A F F S I Z E -2 4 ' x 6 0 ' 5 O F F I C E S 2 R E S T R O O M S S A F E T Y C E N T E R S T A F F S I Z E -2 4 ' x 6 0 '5 O F F I C E S 2 R E S T R O O M S S A F E T Y C E N T E R S T A F F S I Z E -2 4 ' x 6 0 ' 5 O F F I C E S 2 R E S T R O O M S S A F E T Y C E N T E R S T A F F S I Z E -2 4 ' x 6 0 '5 O F F I C E S 2 R E S T R O O M S E V I D E N C E S T O R A G E S I Z E -2 4 ' x 6 0 ' EXISTING NEW (E) CONCRETE PATH (E) FIRE LANE (E) SIDEWALK (E) LANDSCAPE OFFICE TRAILER SHOWER AREA (E) LIGHT POLE (E) GATE ACCESSIBLE PATH OF TRAVEL (E) (N) FOR SLAB SIZE SEE STRUCT. DWG'S. 10' - 2 1/2" 7 T.O.P.10' - 8"T.O.W.8' - 6"6' - 4"1' - 6"3 1/2"4"10 4 6 11 12 13 11 5 1/4" 0" / 1'-0" 11' - 2" . SLOPE 2% 167 A821 1 TYP A821 2 TYP 2 A104 TYP.2' - 0"TYP. 2' - 0" 9' - 6" 9' - 0" 9' - 6"9' - 6"9' - 6"9' - 6"9' - 6"9' - 6"9' - 6"7 11 10 4 6 13 9 15 15 16 TYP. (13 QTY.) 2 A104 7 3' - 2"9' - 6"9' - 6"9' - 6"9' - 6"9' - 6"9' - 6"9' - 6"9' - 6"3' - 7" 10 117 4 11 7 14 TYP. (9 QTY.) 16 TYP. (13 QTY.)1 A821 TYP 3 A821 TYP MANUFACTURER: TIFFIN METAL PRODUCTS COLOR: GRAY SMOKE MANUFACTURER: TIFFIN METAL PRODUCTS COLOR: SILVER MANUFACTURER: TIFFIN METAL PRODUCTS COLOR: RGALIA BLUE 2 A104 1 22 3 4 5 6 (40 COUNT 3 TIER = 120 TOTAL) A104 1 (N) PARKING COUNT: 10 6' - 1"8 V.I.F.10' - 4"9 TYP. (10 QTY.)5' - 0 1/2"3' - 0"1' - 4"10' - 0"17 18 19 A800 12 UP UP FD FD FDFD FD 1 2 3 4 5 6 7 8 9 10 11 12 133.1 A B C D E F G H AA J OPEN 1 1 1 1 FIELD EQUIP. 153 STOR 155 SGT 156 SGT 157 REPORT WRITING 154 EVIDENCE VEHICLES 136 DRYING CLOSET 155 TRAFFIC 106 FINGER PRINTING 104 CRIME PREVENTION 103A INTERVIEW /PRESS 165 WORK 166 RECORDS 168 STORAGE 167 INTERVIEW 164 LOUNGE/ STORAGE 111 COMM/ SUPERVISOR 110 2 3 DRYING 153 SHOWER #2 153 SHOWER #4 153 SHOWER #1 153 4 5 6 1 1 1 1 1 PUBLIC RELATIONS 103 77 6 6 8 9 10 11 12 LOBBY 101 PUBLIC INQUIRY 168 WATCH COMMAND 168 A.V. EQUIP 160 WET CLOSET 157A ARMORY 152 OFFICE 150 CRIME LAB 135 CORRIDOR 116 ATRIUM 103 WOMENS LOCKER 120 13131313 13 TYP. 1 SUPPLY REPAIR 152 14 14 15 15 5 9 15 TRAFFIC SUPERVISOR 108 VEST 166 MEN'S LOCKERS 164 VESTIBULE 162 PHYSICAL FITNESS 161 MEN'S 163 VESTIBULE 167 METER ROOM 173 WOMEN'S 168 ELEC. ROOM 174 STORAGE 185 DRYING ROOM/CHEMICAL STORAGE184 SALLY PORT 181 PROPERTY & EVIDENCE 159 CORRIDOR 193 MECH EQUIP 171 CORRIDOR 192 RADIO COMPUTER EQUIP 143 ELEC 142 DISPATCH CENTER 144 CORRIDOR 195 WOMEN 148 MEN 149 RECEPTION ENQUIRY 133 COFFEE 123 BRIEFING 121 ELEV EQUIP 175 STAIR#1 ST01 ELEV #1 EL01 RECORDS SUPERVISOR 110 STAIR #2 ST02 ELEV EQUIP 172 VESTIBULE ROOM 199 ELEV #2 EL02 16 17 18 13 19 (WORK LIMITED TO STRUCTURAL RETROFIT @ CEILINGS ) 11 20 2122 21 21 23 9 20 24 24 25 26 27 28 292929 30 31 32 33 34 35 TYP 8 TYP 32 36 35 36 34 33 32 32 37 3535 37 3232 30 1 FEC FEC FE FECFEC FE FE(WORK LIMITED TO STRUCTURAL RETROFIT @ CEILINGS ) 38 39 40 41 41 42 TYP. 42 TYP. 43 TYP 43 TYP 44 DEMO (E) WALL DEMO (E) DOOR SCOPE OF WORK LIMITED TO STRUCTURAL SEISMIC RETROFIT ONLY LINE INDICATES DEMOLITION OF VINYL WALL PAPER AND CHAIR RAIL (E) FIRE EXTINGUHISER CABINET(FEC), & (E) FIRE EXTINGUISHER (FE) (E) (N) EXISTING NEW FEC FE 1.CONTRACTOR TO REMOVE ALL EXISTING WINDOW SHADES AND INSTALL NEW, SEE FLOOR PLAN SHEET A205 FOR BASE BID AND ALTERNATE BID. 2.COORDINATE WITH POLICE DEPARTMENT (PD) TO PROTECT IN PLACE OR REMOVE, STORE AND REINSTALL ALL EXISTING EXHIBITS, MEMORABILIA, SIGNAGE, PHOTOS, PICTURE FRAMES, WALL MOUNTED ITEMS AND WAYFINDING SIGNAGE DURING CONSTRUCTION. 3.CONTRACTOR TO PROTECT ALL EXISTING FIRE RATED CONSTRUCTION IN PLACE U.N.O. -PATCH AND REPAIR IF ANY AREAS ARE OBSERVED TO BE DAMAGED OR DEFICIENT -ALL NEW PENETRATIONS THROUGH RATED AREAS TO BE FIREPROOFED. FIELD VERIFY. 4.DEMOLISH WALLS, CASEWORK, PLUMBING AND ANY OTHER ITEMS NECESSARY TO BUILD OUT NEW PLAN. 5.REMOVE ALL FLOORING WHERE FLOORING HATCH IS SHOWN ON FINISH PLAN. 6.REMOVE ALL WALLPAPER AND CHAIR RAILS AT CORRIDORS. 7.ALL (E) WALLPAPER ON WALLS TO BE REMOVED IN ITS ENTIRETY, PREP GYP. BD. TO RECEIVE NEW PAINT, WITH LEVEL FOUR SKIM COAT, REMOVE BLISTERS. 8. REPLACEMENT OF ALL GLASS BLOCK WITH NEW STOREFRONT WINDOWS TO BE LAMINATED GLASS WITH FRIT PATTERN. REFER TO STOREFRONT WINDOW SCHEDULE. 9.REMOVE ALL EXISTING WOOD BASEBOARD AND REPLACE WITH NEW, REFER TO FINISH SHCEDULE. 10.ALL EXISTING ELECTRICAL LINES, CONDUIT, PIPES, AC DUCTING AND INFRASTRUCTURE THAT ARE FOUND DEFECTIVE SHALL BE IDENTIFIED AND BROUGHT TO THE ATTENTION OF THE CONTRACTOR, ARCHITECT AND CITY PROJECT MANAGER. 11.V.I.F. LOCATION OF (E) FIRE EXTINGUISHERS. IF A CABINET IS NOT SHOWN ON PLANS COORDINATE WITH ARCHITECT TO DETERMINE WHETHER IT SHOULD REMAIN OR BE DEMOLISHED. 12. ALL EQUIPMENT, DEVICES, AND APPURTENANCES SHALL BE RELOCATED IF FOUND TO CONFLICT WITH INTERIOR MODIFICATIONS. THIS INCLUDES HVAC, LIFE SAFETY DEVICES, POLICE RADIOS. THE VACUUM MAIL DELIVERY SYSTEM IS TO BE ABANDONED IN PLACE. SCALE: 1/8" = 1'-0" REF: A301 A201 1 DEMOLITION FLOOR PLAN - LEVEL 1 DN DN 1 2 3 4 5 6 7 8 9 10 11 12 133.1 A B C D E F G H AA OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW 1 WAITING & DISPLAY 257 CORRIDOR 206 INVESTIGATIVE SERVICES 224 FILM PROCESS 240A PRINTS 243B KITCHEN 244B LIBRARY 253 VEST 237 VEST 240 CORRIDOR 236 2 3 4 1 1 1 5 5 1 TAPE & MONITOR 224 INVEST CAPTAIN 225 INVEST CAPTAIN 226 VICE / NARCOTICS 228 CUST. 239 TRANNING OFFICER 254 RESERVES ASSIST. 258 CLERICAL POOL 251 STAFF LOUNGE 244 WORK / REPRO 256 CONF. 233 EMERG. SERVICES 230 3 3 CSI 225 STAIR #2 ST02 ELEC ROOM 207 VEST 268 ELEV #2 EL02 MECHANICAL EQUIP. 221 CORRIDOR 264 CORRIDOR 262 MEN 232 WOMEN 235 CORRIDOR 264 INTERVIEW 212 STORAGE 274 CLOSET 284 SECRETARY 282 OFFICE 254 TECH SERVICE CAPTAIN255 LIEUT. 258 FIELD SERVICE CAPT.257 ADMIN ASSIST. 258 SECRETARY 291 POLICE CHIEF 289 MEN 292 CLOSET 290 CONFERENCE 288 STOR. 287 COFFEE 286 WOMEN 285 FIRE CHIEF 283 FIRE DIV. CHIEF 281 FIRE ADMIN 280 STORAGE 279 CLERICAL 278 MAIL ROOM 214 INTERVIEW 213 CORRIDOR 215 INVEST SUPERV. 209 CRIME AND VIOLENCE 210 JUVIENILE SERVICES SERGEANT211 EOC DIRECTOR 271 FIRE TRAINING OFFICER272 WORK 273 EMPTY 275 EMS MGR 276 FIRE ANALYST 277 6 7 FECFEC FEC7 8 8 9 9 10 11 11 10121314 13 1512 14 16 16 17 13 17 13 ELEV #1 EL01 18 1.CONTRACTOR TO REMOVE ALL EXISTING WINDOW SHADES AND INSTALL NEW, SEE FLOOR PLAN SHEET A205 FOR BASE BID AND ALTERNATE BID. 2.COORDINATE WITH POLICE DEPARTMENT (PD) TO PROTECT IN PLACE OR REMOVE, STORE AND REINSTALL ALL EXISTING EXHIBITS, MEMORABILIA, SIGNAGE, PHOTOS, PICTURE FRAMES, WALL MOUNTED ITEMS AND WAYFINDING SIGNAGE DURING CONSTRUCTION. 3.CONTRACTOR TO PROTECT ALL EXISTING FIRE RATED CONSTRUCTION IN PLACE U.N.O. -PATCH AND REPAIR IF ANY AREAS ARE OBSERVED TO BE DAMAGED OR DEFICIENT -ALL NEW PENETRATIONS THROUGH RATED AREAS TO BE FIREPROOFED. FIELD VERIFY. 4.DEMOLISH WALLS, CASEWORK, PLUMBING AND ANY OTHER ITEMS NECESSARY TO BUILD OUT NEW PLAN. 5.REMOVE ALL FLOORING WHERE FLOORING HATCH IS SHOWN ON FINISH PLAN. 6.REMOVE ALL WALLPAPER AND CHAIR RAILS AT CORRIDORS. 7.ALL (E) WALLPAPER ON WALLS TO BE REMOVED IN ITS ENTIRETY, PREP GYP. BD. TO RECEIVE NEW PAINT, WITH LEVEL FOUR SKIM COAT, REMOVE BLISTERS. 8. REPLACEMENT OF ALL GLASS BLOCK WITH NEW STOREFRONT WINDOWS TO BE LAMINATED GLASS WITH FRIT PATTERN. REFER TO STOREFRONT WINDOW SCHEDULE. 9.REMOVE ALL EXISTING WOOD BASEBOARD AND REPLACE WITH NEW, REFER TO FINISH SHCEDULE. 10.ALL EXISTING ELECTRICAL LINES, CONDUIT, PIPES, AC DUCTING AND INFRASTRUCTURE THAT ARE FOUND DEFECTIVE SHALL BE IDENTIFIED AND BROUGHT TO THE ATTENTION OF THE CONTRACTOR, ARCHITECT AND CITY PROJECT MANAGER. 11.V.I.F. LOCATION OF (E) FIRE EXTINGUISHERS. IF A CABINET IS NOT SHOWN ON PLANS COORDINATE WITH ARCHITECT TO DETERMINE WHETHER IT SHOULD REMAIN OR BE DEMOLISHED. 12. ALL EQUIPMENT, DEVICES, AND APPURTENANCES SHALL BE RELOCATED IF FOUND TO CONFLICT WITH INTERIOR MODIFICATIONS. THIS INCLUDES HVAC, LIFE SAFETY DEVICES, POLICE RADIOS. THE VACUUM MAIL DELIVERY SYSTEM IS TO BE ABANDONED IN PLACE. DEMO (E) WALL DEMO (E) DOOR POLICE CHIEF AND FIRE ADMIN, LIMTED SCOPE OF WORK (SEISMIC RETROFIT, NEW CARPET, NEW PAINT) LINE INDICATES DEMOLITION OF VINYL WALL PAPER AND CHAIR RAIL (E) FIRE EXTINGUHISER CABINET(FEC), & (E) FIRE EXTINGUISHER (FE) (E) (N) EXISTING NEW FEC FE SCALE: 1/8" = 1'-0" REF: A301 A202 1 DEMOLITION FLOOR PLAN - LEVEL 2 CAMCAM CAMCAMCAMCAMCAMCAMCAMCAMCAMCAM CAMCAMCAMCAMCAMCAMCAMCAMCAMCAMCAMCAM CAMCAMCAMCAMCAM CAMCAMCAMCAMCAMCAMCAMCAMCAMCAM CAMCAMCAMCAMCAMCAMCAMCAMCAMCAMCAMCAM CAMCAMCAM1 2 3 4 5 6 7 8 9 10 11 12 133.1 A B C D E F G H AA OPEN OPEN 1 22 OPEN 33 3 33 3 4 2 22 22 22 22 5 6 22 22 2222 2 2 22 2 2 22 7 FIELD EQUIP. 153 STOR 155 SGT 156 SGT 157 REPORT WRITING 154 EVIDENCE VEHICLES 136 DRYING CLOSET 155 TRAFFIC 106 FINGER PRINTING 104 CRIME PREVENTION 103A INTERVIEW /PRESS 165 WORK 166 RECORDS 168 STORAGE 167 INTERVIEW 164 LOUNGE/ STORAGE 111 COMM/ SUPERVISOR 110 DRYING 153 SHOWER #2 153 SHOWER #4 153 SHOWER #1 153 PUBLIC RELATIONS 103 LOBBY 101 PUBLIC INQUIRY 168 WATCH COMMAND 168 A.V. EQUIP 160 WET CLOSET 157A ARMORY 152 OFFICE 150 CRIME LAB 135 CORRIDOR 116 ATRIUM 103 WOMENS LOCKER 120 SUPPLY REPAIR 152 TRAFFIC SUPERVISOR 108 VEST 166 MEN'S LOCKERS 164 VESTIBULE 162 PHYSICAL FITNESS 161 MEN'S 163 VESTIBULE 167 METER ROOM 173 WOMEN'S 168 ELEC. ROOM 174 STORAGE 185 DRYING ROOM/CHEMICAL STORAGE184 SALLY PORT 181 PROPERTY & EVIDENCE 159 CORRIDOR 193 MECH EQUIP 171 CORRIDOR 192 RADIO COMPUTER EQUIP143 ELEC 142 DISPATCH CENTER 144 CORRIDOR 195 WOMEN 148 MRN 149 RECEPTION ENQUIRY 133 COFFEE 123 BRIEFING 121 ELEV EQUIP 175 STAIR#1 ST01 ELEV #1 EL01 RECORDS SUPERVISOR 110 STAIR #2 ST02 ELEV EQUIP 172 VESTIBULE ROOM 199 ELEV #2 EL02 2 2 2 2 A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. A 9' -0"A.F.F. A 9' -0"A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0"A.F.F. A 9' -0"A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. A 9' -0" A.F.F. D 9' -0" A.F.F. A 9' -0" A.F.F. B 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. B 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. A 9' -0"A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0"A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. C 9' -0" A.F.F. C 9' -0" A.F.F. C 9' -0" A.F.F. C 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. C 9' -0"A.F.F. C 9' -0" A.F.F. C 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. B 9' -0"A.F.F. F 9' -0" A.F.F. F 9' -0" A.F.F. F 9' -0" A.F.F. F 9' -0" A.F.F. B 9' -0" A.F.F. B 9' -0" A.F.F. A 9' -0" 8 (WORK LIMITED TO STRUCTURAL RETROFIT @ CEILINGS ) 910 22 2 2 2 2 1111 A D E ACT SUSPENDED CEILING SYSTEM - 2 X 2 ACOUSTIC LAY-IN CEILING SYSTEM, SEE DETAILS GYPSUM BOARD CEILING -1/2" TYPE 'X' GYP. BD. SUSPENDED CEILING SYSTEM, SEE DETAILS OPEN TO STRUCTURE SUPPLY AIR DIFFUSER -TO BE DEMOLISHED 2'x4' RECESSED LIGHT FIXTURE -EXISTING TO REMAIN B 1 X 1 GLUE-ON ACOUSTIC CEILING TILE ON GWB RETURN AIR GRILLE -TO BE DEMOLISHED 1'x4' RECESSED LIGHT FIXTURE -TO BE DEMOLISHED C CERAMIC CEILING TILE CEILING AREA TO BE DEMOLISHED SUPPLY AIR DIFFUSER -EXISTING TO REMAIN 2'x4' RECESSED LIGHT FIXTURE -TO BE DEMOLISHED RETURN AIR GRILLE -EXISTING TO REMAIN 1'x4' RECESSED LIGHT FIXTURE -EXISTING TO REMAIN EXHAUST FAN -EXISTING TO REMAIN EXHAUST FAN DIFFUSER -TO BE DEMOLISHED F SLOTTED METAL CEILING SCOPE OF WORK LIMITED TO STRUCTURAL SEISMIC RETROFIT ONLY SCALE: 1/8" = 1'-0" REF: A301 A203 1 DEMOLITION REFLECTED CEILING PLAN - LEVEL 1 1 2 3 4 5 6 7 8 9 10 11 12 133.1 A B C D E F G H AA OPEN TO BELOW 1 2 2 3 33 33 33 3 2 2 WAITING & DISPLAY 257 CORRIDOR 206 INVESTIGATIVE SERVICES 224 FILM PROCESS 240A PRINTS 243B KITCHEN 244B LIBRARY 253 VEST 237 CORRIDOR 236 TAPE & MONITOR 224 INVEST CAPTAIN 225 INVEST CAPTAIN 226 VICE / NARCOTICS 228 CUST. 239 TRANNING OFFICER 254 RESERVES ASSIST. 258 CLERICAL POOL 251 STAFF LOUNGE 244 WORK / REPRO 256 CONF. 233 EMERG. SERVICES 230 CSI 225 STAIR #2 ST02 ELEC ROOM 207 VEST 268 ELEV #2 EL02 MECHANICAL EQUIP. 221 CORRIDOR 264 CORRIDOR 262 MEN 232 WOMEN 235 CORRIDOR 264 INTERVIEW 212 STORAGE 274 CLOSET 284 SECRETARY 282 OFFICE 254 TECH SERVICE CAPTAIN255 LIEUT. 258 FIELD SERVICE CAPT.257 ADMIN ASSIST. 258 SECRETARY 291 POLICE CHIEF 289 MEN 292 CLOSET 290 CONFERENCE 288 STOR. 287 COFFEE 286 WOMEN 285 FIRE CHIEF 283 FIRE DIV. CHIEF 281 FIRE ADMIN 280 STORAGE 279 CLERICAL 278 MAIL ROOM 214 INTERVIEW 213 CORRIDOR 215 INVEST SUPERY 209 CRIME AND VIOLENCE 210 JUVIENILE SERVICES SERGEANT211 EOC DIRECTOR 271 FIRE TRAINING OFFICER272 WORK 273 EMPTY 275 EMS MGR 276 FIRE ANALYST 277 33 33 33 A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. D 9' -0"A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. A 9' -0"A.F.F. A 9' -0"A.F.F. A 9' -0"A.F.F. A 9' -0"A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0"A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. B 9' -0" A.F.F. B 9' -0" A.F.F. B 9' -0" A.F.F. B 9' -0" A.F.F. A 9' -0" A.F.F. B 9' -0" A.F.F. A 9' -0" A.F.F. B 9' -0" A.F.F. A 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. A 9' -0" A.F.F. B 9' -0" A.F.F. A 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0"A.F.F. A 9' -0"A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. F 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. D 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. D 9' -0" A.F.F. D 23' -10" A.F.F. D 23' -10" A.F.F. B 9' -0" A.F.F. B 9' -0" A.F.F. D 9' -0" A.F.F. B 9' -0" (WORK LIMITED TO STRUCTURAL RETROFIT @ CEILINGS ) 33 33 33 444 5 5 5 5 5 5 5 A D E ACT SUSPENDED CEILING SYSTEM - 2 X 2 ACOUSTIC LAY-IN CEILING SYSTEM, SEE DETAILS GYPSUM BOARD CEILING -5/8" TYPE 'X' GYP. BD. SUSPENDED CEILING SYSTEM, SEE DETAILS OPEN TO STRUCTURE SUPPLY AIR DIFFUSER -TO BE DEMOLISHED 2'x4' RECESSED LIGHT FIXTURE -EXISTING TO REMAIN B 1 X 1 GLUE-ON ACOUSTIC CEILING TILE ON GWB RETURN AIR GRILLE -TO BE DEMOLISHED 1'x4' RECESSED LIGHT FIXTURE -TO BE DEMOLISHED C CERAMIC CEILING TILE CEILING AREA TO BE DEMOLISHED SUPPLY AIR DIFFUSER -EXISTING TO REMAIN 2'x4' RECESSED LIGHT FIXTURE -TO BE DEMOLISHED RETURN AIR GRILLE -EXISTING TO REMAIN 1'x4' RECESSED LIGHT FIXTURE -EXISTING TO REMAIN EXHAUST FAN -EXISTING TO REMAIN EXHAUST FAN DIFFUSER -TO BE DEMOLISHED POLICE CHIEF AND FIRE ADMIN, LIMITED SCOPE OF WORK (SEISMIC RETROFIT, NEW CARPET, NEW PAINT) F SLOTTED METAL CEILING SCALE: 1/8" = 1'-0" REF: A301 A204 1 DEMOLITION REFLECTED CEILING PLAN - LEVEL 2 UP UPTTT TT TTTTT T TTT T TTTTTTTTTTT T TT TT T T TT TTTTTTTTT TT 2 A310 1 2 3 4 5 6 7 8 9 10 11 12 133.1 A B C D E F G H AA A301 1 A302 3 A3024 A301 2 608 SF WOMEN'S LOCKERS 169 775 SF MECH EQUIP 171 68 SF ELEV EQUIP 172 231 SF ELEC. ROOM 174 884 SF PHYSICAL FITNESS 161 298 SF MEN'S 163 1521 SF MEN'S LOCKERS 164 42 SF VEST 166 121 SF TRAFFIC SUPERVISOR 108 1265 SF SALLY PORT 181 969 SF PROPERTY & EVIDENCE 159 165 SF EVIDENCE 157 143 SF NARCOTICS 158 992 SF DISPATCH CENTER 144 272 SF MASTER MPOE / MDF ROOM 143 127 SF COMM SUPERVISOR 145 508 SF CRIME ANALYST 141 57 SF WOMEN 148 56 SF MEN 149 191 SF BATTERY CHARGING/ SHOTGUN STORAGE 126 27 SF COFFEE 123 488 SF TRAFFIC 116 103 SF ELEV EQUIP 175 47 SF ELEV. #1 EL01 33 SF METER ROOM 173 33 SF VESTIBULE 167 31 SF VESTIBULE 162 169 SF VESTIBULE ROOM 199 177 SF RECORDS SUPERVISOR 110 67 SF EVIDENCE LOCKERS 194 210 SF STAIR #1 ST01 89 SF ELEV. #2 EL02 217 SF WOMEN'S 168 351 SF CST 151 258 SF PUBLIC COUNTER 104 516 SF WATCH COMMANDER 133 477 SF LOBBY 101 1242 SF BRIEFING 121 103 SF TRAFFIC OFFICE 114 103 SF TRAFFIC OFFICE 115 402 SF PATROL SERGEANT 111 139 SF MEETING ROOM 112 876 SF RECORDS 109 319 SF LOUNGE 146 87 SF ELECT. 142 157 SF HALLWAY 192 364 SF HALLWAY 191 364 SF HALLWAY 193 453 SF HALLWAY 195 104 SF OFFICE 152 153 SF STORAGE 182 129 SF STORAGE 185 74 SF MEETING 106 55 SF DRY CLEANING 125 81 SF HALLWAY 103 41 SF CRIME LIVESCAN 107 161 SF PUBLIC INQUIRY 105 144 SF BAG TAG 156 124 SF REAR ENTRY 122 A509 1 A510 1 114 SF STAIR #2 ST02 A503 2 A504 2 A503 1 1 A310 85 SF INTERVIEW 160 5' - 6"5' - 6"5' - 6"5' - 6"5' - 6"8' - 0" 112 SF WATCH COMM OFFICE 134 83 SF OFFICE 154 525 SF HOMLESS OUTREACH 155 762 SF HALLWAY 197 83 SF WOMEN'S SHOWERS 170 141 SF MEN'S SHOWERS 165 107 SF INTERVIEW ROOM 183 99 SF CST OFFICE 153 168 SF TRAFFIC OFFICE 113 768 SF ATRIUM / REPORT WRITING 131 78 SF HALLWAY 147 123 SF DRYING ROOM 184 108C 158B 181C 158A 148 149 193 191 174 161 162 167 163A 164 175 171 159 145 173 101G 172 199B 144 183 184 156B 142 125 160 143 147A 197 146B 133A 103 108A 101A 104 106 111 105 166 147B 126 121A 121B 134 112 114115 113116 154 152 153A 155 151 133B 141 163B 109B 132 124 110 30 SF AV ROOM 124 182 185 181E 181D 181A 181B 181F 122 56 SF IDF ROOM 1 132 168 564 SF HALLWAY 198 D G G G G H J A507 14 15 A507 13 A504 1 A506 6 F 1 2 157A 157B A507 2 A507 1 3 3 3 3 3 A507 12 109A 4 109C 157C 107 601 SF HALLWAY 196 ENTRY VESTIBULE 102 424 SF A507 16 101B A508 1 L 3 5 6 7 3 3 3 8 9 10 3 3 3 3 11 3 3 3 3 3 1 12 12 13 1212 108B 156A 146A 14 4 15 16 17 18 19 102A102B B1 C1 C2 E FEC FEC FEC FEC4 (WORK LIMITED TO STRUCTURAL RETROFIT @ CEILINGS ) (WORK LIMITED TO STRUCTURAL RETROFIT @ CEILINGS ) 20 20 21 21 21 20 20 20 20 2 2 2 199A 159A .. 14' - 8 9 / 1 6 "12 1212 12 8' - 6 13/3 2 "12 12' - 6 1/4"12 36' - 4"12 1 A313 A501 1 22 23 23 A B2 4 24 25 D PFE FEC FECPFE PFE FEC26 27 27 28 TYP. 28 TYP. 29 30 31 DOORS IN SCOPE REFER TO A501 INDICATES DOOR TYPE PER DOOR SCHEDULE. SEE SHEET A701 & A702 INDICATES STOREFRONT WINDOW TYPE PER WINDOW SCHEDULE. SEE SHEET A703 & A704 KEYNOTE TAG FLOOR DRAIN, REFER TO PLUMBING (FEC) FIRE EXTICABINET, REFER TO DETAIL 15B/A801 (PFE) PORTABLE FIRE EXTINGUISHER, REFER TO DETAIL 15A/A801 XX X XX FD FEC NEW WALLS -6" ABOVE CEILING SEE DETAIL 10/A803 EXISTING WALL TO REMAIN NEW WALLS -TO UNDERSIDE OF DECK (N) DOOR WITH ADA CLEARANCE WINDOW SCOPE OF WORK LIMITED TO STRUCTURAL SEISMIC RETROFIT ONLY PFE 1. FIELD VERIFY DIMENSIONS PRIOR TO CONSTRUCTION. 2. COORDINATE MOMENT FRAME LOCATIONS PER STRUCTURAL DRAWINGS. 3. DOOR FRAMES LOCATED NEAR ADJACENT WALLS OR CASEWORK TO BE 4" FROM INSIDE CORNER U.N.O. 4. PATCH, REPAIR AND PAINT EXISTING WALL PARTITIONS AFFECTED BY WORK AS NECESSARY. 5. ALL NEW WALL PARTITIONS SHALL BE ACOUSTICALLY RATED MINIMUM 40 STC PER UL DESIGN: U465 UNLESS NOTED OTHERWISE. ALL STUD BAYS SHOULD BE FILLED WITH ACOUSTIC INSULATION. 6. INSTALL BLOCKING OR BACKER MATERIAL FOR ATTACHMENT/ MOUNTING OF WALL HUNG ITEMS PER DETAIL 13/A901 7. TYPICAL FLOOR PLAN DIMENSIONS OF PARTITIONS ARE TO BE NOMINAL FINISH FACE OF GYPSUM BOARD UNLESS NOTED TO THE CENTERLINE OF THE PARTITION. 7.WHERE A CLEAR DIMENSION OR OPENING IS REQUIRED OR NOTED, MEASURE DIMENSION TO FACE OF PARTITION FINISH. 8.PREP, PRIME AND PATCH EXISTING WALL AND COLUMNS SURFACE TO PREPARE FOR NEW PAINT. 9.PENETRATIONS IN RATED PARTITIONS AND CONNECTIONS OF THE PARTITIONS TO OTHER PORTIONS OF THE WORK SHALL BE IN ACCORDANCE WITH U.L. RECOMMENDED DETAILS AND IN COMPLIANCE WITH APPLICABLE TESTING AGENCY REQUIREMENTS. 10.FOR ADDITIONAL INFORMATION REFER TO MECHANICAL, ELECTRICAL AND INTERIOR DESIGN DRAWINGS. 11.SEE DETAIL SHEETS A803 & A804 FOR NEW WALL AND FRAMING DETAILS. 12.ALL EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. SCALE: 1/8" = 1'-0" REF: A301 A205 1 PROPOSED FLOOR PLAN - LEVEL 1 UP UP 1 2 3 4 5 6 7 8 9 10 11 12 133.1 A B C D E F G H AA I3 I2 I3 I2 I2 I2 I2 I2 I2 I2 I3 I2I2 I2 I3 I2 I2 I3 I2 I2 I2I2 I2 I2I2 I2 I10 I2 I2 I2 I2 I8 I2 I2 I2 I2 I2 I2I2 I2 I2 I2 I3I3I2 I2 I5 I5 I2 I2 I2 I2 I2 I3 I3 I3 I3 I2 I2 I2 I2 I2 I3 I2 I2 I3 I2 608 SF WOMEN'S LOCKERS 169 775 SF MECH EQUIP 171 68 SF ELEV EQUIP 172 231 SF ELEC. ROOM 174 884 SF PHYSICAL FITNESS 161 298 SF MEN'S 163 1521 SF MEN'S LOCKERS 164 42 SF VEST 166 121 SF TRAFFIC SUPERVISOR 108 1265 SF SALLY PORT 181 969 SF PROPERTY & EVIDENCE 159 165 SF EVIDENCE 157 143 SF NARCOTICS 158 992 SF DISPATCH CENTER 144 272 SF MASTER MPOE / MDF ROOM 143 127 SF COMM SUPERVISOR 145 508 SF CRIME ANALYST 141 57 SF WOMEN 148 56 SF MEN 149 191 SF BATTERY CHARGING/ SHOTGUN STORAGE 126 27 SF COFFEE 123 488 SF TRAFFIC 116 103 SF ELEV EQUIP 175 47 SF ELEV. #1 EL01 33 SF METER ROOM 173 33 SF VESTIBULE 167 31 SF VESTIBULE 162 169 SF VESTIBULE ROOM 199 177 SF RECORDS SUPERVISOR 110 67 SF EVIDENCE LOCKERS 194 210 SF STAIR #1 ST01 89 SF ELEV. #2 EL02 217 SF WOMEN'S 168 351 SF CST 151 258 SF PUBLIC COUNTER 104 516 SF WATCH COMMANDER 133 477 SF LOBBY 101 1242 SF BRIEFING 121 103 SF TRAFFIC OFFICE 114 103 SF TRAFFIC OFFICE 115 402 SF PATROL SERGEANT 111 139 SF MEETING ROOM 112 876 SF RECORDS 109 319 SF LOUNGE 146 87 SF ELECT. 142 157 SF HALLWAY 192 364 SF HALLWAY 191 364 SF HALLWAY 193 453 SF HALLWAY 195 104 SF OFFICE 152 153 SF STORAGE 182 129 SF STORAGE 185 55 SF DRY CLEANING 125 81 SF HALLWAY 103 41 SF CRIME LIVESCAN 107 161 SF PUBLIC INQUIRY 105 144 SF BAG TAG 156 124 SF REAR ENTRY 122 114 SF STAIR #2 ST02 85 SF INTERVIEW 160 112 SF WATCH COMM OFFICE 134 83 SF OFFICE 154 525 SF HOMLESS OUTREACH 155 601 SF HALLWAY 196 762 SF HALLWAY 197 83 SF WOMEN'S SHOWERS 170 141 SF MEN'S SHOWERS 165 107 SF INTERVIEW ROOM 183 99 SF CST OFFICE 153 168 SF TRAFFIC OFFICE 113 768 SF ATRIUM / REPORT WRITING 131 78 SF HALLWAY 147 123 SF DRYING ROOM 184 l6 74 SF MEETING 106 30 SF AV ROOM 124 13' - 11 1/2"10' - 0 1/2"11' - 11"11' - 5" 4' - 8"11' - 9"17' - 6 1/2" 5' - 0" 3' - 0 1/2" 24' - 3"14' - 4"2' - 5"8' - 5"11' - 0"5' - 1"6' - 10"7' - 1 1/2"10' - 3 1/2"7' - 8 1/2"5' - 11"8' - 1 1/2"8' - 2 1/2"37' - 11"12' - 11"9' - 4"7' - 11"17' - 5"10' - 9 1/2"13' - 9 1/2"18' - 1"7' - 11"8' - 0"31' - 7" 35' - 10 1/2"9' - 8"23' - 11"32' - 0"5' - 0"ALIGN 12' - 1"ALIGNALIGN 3' - 0" 8' - 6" 3' - 0"1' - 8" 6' - 1 1/2"23' - 10 1/2" 30' - 0"1' - 9"3' - 0"2' - 3"3' - 8 1/2"11' - 7"8' - 6"7' - 1"8 1/2"3' - 0"25' - 7"18' - 1"9' - 6"A507 3 6' - 1 1/2"3' - 7"25' - 11"I2I2 1-HR 1-HR 2-HR I5 I12I12 I12 I12 (WORK LIMITED TO STRUCTURAL RETROFIT @ CEILINGS ) (WORK LIMITED TO STRUCTURAL RETROFIT @ CEILINGS ) I13 I12I12 3' - 7"3' - 7"5' - 8"2' - 8"I12 4' - 0"4' - 0"4' - 0"5' - 8"ALIGNALIGNI2 I211' - 4 1/2"11' - 4 1/2"5' - 5 1/2"5' - 11"20' - 1 1/2"8' - 4 1/2"11' - 9"10' - 9 1/2"13' - 9 1/2"17' - 10 1/2"11' - 9"8' - 4 1/2"7' - 8"6' - 7"2' - 8"5' - 7 1/2"3' - 0"4' - 4" 8' - 0"3' - 7"1' - 2 1/2"6' - 0"1' - 2 1/2"6' - 4"4' - 0"1' - 10 1/2"11' - 10"6' - 5"8' - 0"4' - 5"9' - 10 1/2"2' - 10"6' - 6"9' - 2"13' - 4"7' - 11"24' - 7 1/2"11' - 6"5' - 8 1/2"3' - 0"4' - 4 1/2"4' - 7"3' - 9"13' - 11" 7' - 11 1/2" 11' - 7"4' - 3"1' - 9"2' - 7"3' - 0" 1' - 1" 3' - 0" 3' - 2 1/2" I3 I14 l6 I2 WALL TAG, REFER TO SHEET A802 FOR WALL TYPES DOOR WITH ADA CLEARANCE SCOPE OF WORK LIMITED TO STRUCTURAL SEISMIC RETROFIT ONLY (N) WALLS -6" ABOVE CEILING, REFER TO WALL TYPES A802 (E) WALL TO REMAIN (N) WALLS -TO UNDERSIDE OF DECK REFER TO WALL TYPES A802 1. FIELD VERIFY DIMENSIONS PRIOR TO CONSTRUCTION. 2. COORDINATE MOMENT FRAME LOCATIONS PER STRUCTURAL DRAWINGS. 3. DOOR FRAMES LOCATED NEAR ADJACENT WALLS OR CASEWORK TO BE 4" FROM INSIDE CORNER U.N.O. 4. PATCH, REPAIR AND PAINT EXISTING WALL PARTITIONS AFFECTED BY WORK AS NECESSARY. 5. ALL NEW WALL PARTITIONS SHALL BE ACOUSTICALLY RATED MINIMUM 40 STC PER UL DESIGN: U465 UNLESS NOTED OTHERWISE. ALL STUD BAYS SHOULD BE FILLED WITH ACOUSTIC INSULATION. 6. INSTALL BLOCKING OR BACKER MATERIAL FOR ATTACHMENT/ MOUNTING OF WALL HUNG ITEMS PER DETAIL 13/A901 7. TYPICAL FLOOR PLAN DIMENSIONS OF PARTITIONS ARE TO BE NOMINAL FINISH FACE OF GYPSUM BOARD UNLESS NOTED TO THE CENTERLINE OF THE PARTITION. 7.WHERE A CLEAR DIMENSION OR OPENING IS REQUIRED OR NOTED, MEASURE DIMENSION TO FACE OF PARTITION FINISH. 8.PREP, PRIME AND PATCH EXISTING WALL AND COLUMNS SURFACE TO PREPARE FOR NEW PAINT. 9.PENETRATIONS IN RATED PARTITIONS AND CONNECTIONS OF THE PARTITIONS TO OTHER PORTIONS OF THE WORK SHALL BE IN ACCORDANCE WITH U.L. RECOMMENDED DETAILS AND IN COMPLIANCE WITH APPLICABLE TESTING AGENCY REQUIREMENTS. 10.FOR ADDITIONAL INFORMATION REFER TO MECHANICAL, ELECTRICAL AND INTERIOR DESIGN DRAWINGS. 11.SEE DETAIL SHEETS A803 & A804 FOR NEW WALL AND FRAMING DETAILS. 12.ALL EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. SCALE: 1/8" = 1'-0" REF: A301 A206 1 DIMENSION PLAN - LEVEL 1 DN DNTTT T TTT T TT TT T TTTT T T TTTT T TTTT TTTTT T T T TTFD FD FD PF2 A310 1 2 3 4 5 6 7 8 9 10 11 12 133.1 A B C D E F G H AA A301 1 A302 3 A3024 A301 2 355 SF TRAINING COORDINATOR'S OFFICE 252 231 SF TECH SERVICE CAPTAIN 255 231 SF LIEUT. 256 231 SF FIELD SERVICE CAPT. 257 221 SF ADMIN ASSIST. 258 186 SF SECRETARY 291 333 SF POLICE CHIEF 289 538 SF CONFERENCE 288 321 SF FIRE CHIEF 283 227 SF FIRE DIV. CHEIF 281 177 SF FIRE ANALYST 277 176 SF EMS MGR 276 176 SF EMPTY 275358 SF CRIME OF VIOLENCE 210 165 SF OFFICE 209 87 SF MAILROOM 214 87 SF INTERVIEW 213 82 SF INTERVIEW 212 132 SF JUVENILE SERVICES SERGEANT 211 270 SF EOC DIRECTOR 271 137 SF SGT. OFFICE 204 221 SF ELEC. ROOM 207 565 SF VICE / NARCOTICS 202 752 SF MECHANICAL EQUIP. 221 144 SF JANITOR 233 187 SF MEN 232 147 SF WORKROOM / IDF ROOM 237 191 SF WOMEN 235 53 SF WOMEN 285 263 SF SECRETARY 282 38 SF CLOSET 290 15 SF COFFEE 286 20 SF STOR. 287 38 SF CLOSET 284 532 SF FIRE ADMIN 280 315 SF CLERICAL 278 47 SF STORAGE 274 59 SF STORAGE 279 174 SF FIRE TRAINING OFFICER 272 89 SF WORK REPRO 294 53 SF MEN 292 329 SF CSI 225 376 SF HALLWAY 273 102 SF HALLWAY 215 90 SF VEST. 268 731 SF HALLWAY 264 683 SF RES. ASSIST. 240 146 SF SGT. OFFICE 205 188 SF OFFICE 254 319 SF CLEAN OFFICE 251 138 SF IT MEETING 239 653 SF HALLWAY 262 1118 SF ADMIN CSO 241 OPEN TO BELOW OPEN TO BELOW 170 SF IN-PROCESS EVID./STOR. 223 104 SF ALS ROOM 224 457 SF LOUNGE 244 A511 1 A511 2 A511 3 174 SF OFFICE 253 542 SF CLERICAL POOL 261 167 SF OFFICE 208 A505 2 1 A310 2055 SF INVESTIGATIVE SERVICES 201 A506 1 207 SF OFFICE 206 89 SF STORAGE 242 83 SF JANITOR 243 79 SF HALLWAY 293 114 SF STAIR #2 ST02 89 SF ELEV. #2 EL02 47 SF ELEV. #1 EL01 210 SF STAIR #1 ST01 126 SF IT OFFICE 238 151 SF OFFICE 260 76 SF INTERVIEW 203 71 SF JANITOR OFFICE 222 22 SF VEST. 234 21 SF VEST. 231 A505 1 207 201A 213A 213B214 212B 212A 215 211 210 209 263A 235 234 231 232 255 256 257 258 269 243 263B 221 261 205 204 225 251 254 223 240A 239 238 237 233 244B 245B 240B 224 260 222 242 201B 208 203 202B 202A 206 252 245A244A 259 41 SF IDF ROOM 2 259 M N O P QR 1 A820 109 SF HALLWAY 265 390 SF HALLWAY 266 583 SF HALLWAY 267 S 1 2 3 3 3 3 3 3 3 3 1843 SF ROOF TERRACE 246 4 5 5 4 A820 198 SF CORRIDOR 263 105 SF HALLWAY 269 263 SF CONFERENCE ROOM 245 33 FEC OPEN TO BELOW 6 6 6 7 11' - 7 1/8"11' - 7 1/8"11' - 5"11' - 9 9/16"11' - 9 9/16"8 8 8 8 8 8 8 8 8 14' - 6 7/32"15' - 9 9/16"11' - 9 9/16"14' - 8 9/16"20' - 2 15 / 1 6 " 27' - 7 1/8" 15' - 4 1 / 2 " 8 8 8 8 8 8 8 8 11' - 7 1/8"11' - 7 1/8"11' - 5 15/16"888 10' - 11 19/32"23' - 7 1/8"15' - 7 1/8"15' - 7 1/8"47' - 7 1/8" 8888811' - 7 9/16"8 7' - 9 9/16" 19' - 5 3/4 " 8 8 24' - 0" 21' - 6 15/32" A511 12 SIM. 9 253 8 PFEPFE PFE10 10 10 10 10 10 11 1111 8 4 A814 TYP. 1. FIELD VERIFY DIMENSIONS PRIOR TO CONSTRUCTION. 2. COORDINATE MOMENT FRAME LOCATIONS PER STRUCTURAL DRAWINGS. 3. DOOR FRAMES LOCATED NEAR ADJACENT WALLS OR CASEWORK TO BE 4" FROM INSIDE CORNER U.N.O. 4. PATCH, REPAIR AND PAINT EXISTING WALL PARTITIONS AFFECTED BY WORK AS NECESSARY. 5. ALL NEW WALL PARTITIONS SHALL BE ACOUSTICALLY RATED MINIMUM 40 STC PER UL DESIGN: U465 UNLESS NOTED OTHERWISE. ALL STUD BAYS SHOULD BE FILLED WITH ACOUSTIC INSULATION. 6. INSTALL BLOCKING OR BACKER MATERIAL FOR ATTACHMENT/ MOUNTING OF WALL HUNG ITEMS PER DETAIL 13/A901 7. TYPICAL FLOOR PLAN DIMENSIONS OF PARTITIONS ARE TO BE NOMINAL FINISH FACE OF GYPSUM BOARD UNLESS NOTED TO THE CENTERLINE OF THE PARTITION. 7.WHERE A CLEAR DIMENSION OR OPENING IS REQUIRED OR NOTED, MEASURE DIMENSION TO FACE OF PARTITION FINISH. 8.PREP, PRIME AND PATCH EXISTING WALL AND COLUMNS SURFACE TO PREPARE FOR NEW PAINT. 9.PENETRATIONS IN RATED PARTITIONS AND CONNECTIONS OF THE PARTITIONS TO OTHER PORTIONS OF THE WORK SHALL BE IN ACCORDANCE WITH U.L. RECOMMENDED DETAILS AND IN COMPLIANCE WITH APPLICABLE TESTING AGENCY REQUIREMENTS. 10.FOR ADDITIONAL INFORMATION REFER TO MECHANICAL, ELECTRICAL AND INTERIOR DESIGN DRAWINGS. 11.SEE DETAIL SHEETS A803 & A804 FOR NEW WALL AND FRAMING DETAILS. 12.ALL EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. INDICATES DOOR TYPE PER DOOR SCHEDULE. SEE SHEET A701 & A702 INDICATES STOREFRONT WINDOW TYPE PER WINDOW SCHEDULE. SEE SHEET A703 & A704 KEYNOTE TAG FLOOR DRAIN, REFER TO PLUMBING (FEC) FIRE EXTICABINET, REFER TO DETAIL 15B/A801 (PFE) PORTABLE FIRE EXTINGUISHER, REFER TO DETAIL 15A/A801 XX X XX FD FEC NEW WALLS -6" ABOVE CEILING EXISTING WALL TO REMAIN NEW WALLS -TO UNDERSIDE OF DECK SCOPE OF WORK LIMITED TO NEW CARPET, NEW CEILING, RUBBER BASE, AND NEW PAINT. SEE RCP, FINISH PLAN AND FINISH SCHEDULE (N) DOOR WITH ADA CLEARANCE WINDOW PFE SCALE: 1/8" = 1'-0" REF: A301 A207 1 PROPOSED FLOOR PLAN - LEVEL 2 DN DN FD FD FD PF1 2 3 4 5 6 7 8 9 10 11 12 133.1 A B C D E F G H AA OPEN TO BELOW ELEV #1 OPEN TO BELOW I2 I2 I2 I2 I2 I2 I2 I2I2 I2 I2 I2I2 I2 I2 I2 I2 I3I3 I2 I2 I2 I3 I2I2I2I2 I2 l6l6 I2 I2I2 I2 I3 I2 I3 I3 I3 355 SF TRAINING COORDINATOR'S OFFICE 252 231 SF TECH SERVICE CAPTAIN 255 231 SF LIEUT. 256 231 SF FIELD SERVICE CAPT. 257 221 SF ADMIN ASSIST. 258 186 SF SECRETARY 291 333 SF POLICE CHIEF 289 538 SF CONFERENCE 288 321 SF FIRE CHIEF 283 227 SF FIRE DIV. CHEIF 281 177 SF FIRE ANALYST 277 176 SF EMS MGR 276 176 SF EMPTY 275 358 SF CRIME OF VIOLENCE 210 165 SF OFFICE 209 87 SF MAILROOM 214 87 SF INTERVIEW 213 82 SF INTERVIEW 212 132 SF JUVENILE SERVICES SERGEANT 211 270 SF EOC DIRECTOR 271 137 SF SGT. OFFICE 204 221 SF ELEC. ROOM 207 565 SF VICE / NARCOTICS 202 752 SF MECHANICAL EQUIP. 221 144 SF JANITOR 233 187 SF MEN 232 147 SF WORKROOM / IDF ROOM 237 191 SF WOMEN 235 53 SF WOMEN 285 263 SF SECRETARY 282 38 SF CLOSET 290 15 SF COFFEE 286 20 SF STOR. 287 38 SF CLOSET 284 532 SF FIRE ADMIN 280 315 SF CLERICAL 278 47 SF STORAGE 274 59 SF STORAGE 279 174 SF FIRE TRAINING OFFICER 272 89 SF WORK REPRO 294 53 SF MEN 292 329 SF CSI 225 376 SF HALLWAY 273 102 SF HALLWAY 215 90 SF VEST. 268 731 SF HALLWAY 264 683 SF RES. ASSIST. 240 146 SF SGT. OFFICE 205 188 SF OFFICE 254 319 SF CLEAN OFFICE 251 138 SF IT MEETING 239 653 SF HALLWAY 262 1118 SF ADMIN CSO 241 170 SF IN-PROCESS EVID./STOR. 223 104 SF ALS ROOM 224 457 SF LOUNGE 244 174 SF OFFICE 253 542 SF CLERICAL POOL 261 167 SF OFFICE 208 1843 SF ROOF TERRACE 246 2055 SF INVESTIGATIVE SERVICES 201 207 SF OFFICE 206 89 SF STORAGE 242 83 SF JANITOR 243 79 SF HALLWAY 293 114 SF STAIR #2 ST02 89 SF ELEV. #2 EL02 47 SF ELEV. #1 EL01 210 SF STAIR #1 ST01 126 SF IT OFFICE 238 151 SF OFFICE 260 76 SF INTERVIEW 203 71 SF JANITOR OFFICE 222 22 SF VEST. 234 21 SF VEST. 231 41 SF IDF ROOM 2 259 8' - 7 1/2"13' - 7"5' - 11"6' - 1 1/2"13' - 4 1/2"7' - 5 1/2"5' - 3"7' - 10 1/2" 11' - 1"22' - 5"11' - 7"9' - 9"10' - 8"2' - 10 1/2"4' - 0"12' - 10 1/2"7' - 1 1/2"7' - 6 1/2"12' - 5 1/2"3' - 0"2' - 7 1/2"3' - 1 1/2"16' - 5 1/2"16' - 1 1/2"8' - 0"16' - 0" 16' - 4"18' - 3"5' - 6" 16' - 1"8' - 0"11' - 6"11' - 6"11' - 5"25' - 10 1/2"32' - 0"11' - 5"13' - 8 1/2"20' - 2 1/2"5' - 7"10"10" l6l6 l6l6 12"12" 1 5' - 0" I2I2 I3 1' - 1 1/2"OPEN TO BELOW 1 3' - 11" 2' - 1 1/2"2' - 4 1/2"9' - 5"2' - 11"5' - 6"8' - 1"23' - 11"6' - 11"6' - 0 1/2"31' - 0"3' - 6"4' - 3 1/2"19' - 10 1/2"3' - 9 1/2"12' - 10 1/2"2' - 0"11' - 4"13' - 10" 4' - 10" 3' - 0"8' - 8 1/2"5' - 7"6' - 0"9' - 9 1/2"10' - 2 1/2"I2 I2 I3V.I.F7 1/2"I3 ALIGN 6' - 4"5' - 1" 4 A814 WALL TAG, REFER TO SHEET A802 FOR WALL TYPES DOOR WITH ADA CLEARANCE X-HR FIRE RATED WALL, REFER TO SHEET A803/A804 FOR FIRE-RATED DETAILS SCOPE OF WORK LIMITED TO NEW CARPET, NEW CEILING, RUBBER BASE, AND NEW PAINT. SEE RCP, FINISH PLAN AND FINISH SCHEDULE (N) WALLS -6" ABOVE CEILING, REFER TO WALL TYPES A802 (E) WALL TO REMAIN (N) WALLS -TO UNDERSIDE OF DECKREFER TO WALL TYPES A802 1. FIELD VERIFY DIMENSIONS PRIOR TO CONSTRUCTION. 2. COORDINATE MOMENT FRAME LOCATIONS PER STRUCTURAL DRAWINGS. 3. DOOR FRAMES LOCATED NEAR ADJACENT WALLS OR CASEWORK TO BE 4" FROM INSIDE CORNER U.N.O. 4. PATCH, REPAIR AND PAINT EXISTING WALL PARTITIONS AFFECTED BY WORK AS NECESSARY. 5. ALL NEW WALL PARTITIONS SHALL BE ACOUSTICALLY RATED MINIMUM 40 STC PER UL DESIGN: U465 UNLESS NOTED OTHERWISE. ALL STUD BAYS SHOULD BE FILLED WITH ACOUSTIC INSULATION. 6. INSTALL BLOCKING OR BACKER MATERIAL FOR ATTACHMENT/ MOUNTING OF WALL HUNG ITEMS PER DETAIL 13/A901 7. TYPICAL FLOOR PLAN DIMENSIONS OF PARTITIONS ARE TO BE NOMINAL FINISH FACE OF GYPSUM BOARD UNLESS NOTED TO THE CENTERLINE OF THE PARTITION. 7.WHERE A CLEAR DIMENSION OR OPENING IS REQUIRED OR NOTED, MEASURE DIMENSION TO FACE OF PARTITION FINISH. 8.PREP, PRIME AND PATCH EXISTING WALL AND COLUMNS SURFACE TO PREPARE FOR NEW PAINT. 9.PENETRATIONS IN RATED PARTITIONS AND CONNECTIONS OF THE PARTITIONS TO OTHER PORTIONS OF THE WORK SHALL BE IN ACCORDANCE WITH U.L. RECOMMENDED DETAILS AND IN COMPLIANCE WITH APPLICABLE TESTING AGENCY REQUIREMENTS. 10.FOR ADDITIONAL INFORMATION REFER TO MECHANICAL, ELECTRICAL AND INTERIOR DESIGN DRAWINGS. 11.SEE DETAIL SHEETS A803 & A804 FOR NEW WALL AND FRAMING DETAILS. 12.ALL EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. SCALE: 1/8" = 1'-0" REF: A301 A208 1 DIMENSION PLAN - LEVEL 2 OC OC OC OC OC OC OCOC OC OC OC OC OC OC OC OC OCOC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OCOC OC OC OC OC OC OC OC OC OC JPC LS S1 S1 PS1 PS1 PS1 PS1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1CAMCAMCAMCAMCAMCAMCAMCAM J JHDTT TTT TTTTT T TTT T TTTTTTTTTTT T TT TT T T TT TTTTTTTTT TT FSFS FSOC OC OC OC OC OC OCOC OC OC OC OC OC OC OC OC OCOC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OCOC OC OC OC OC OC OC OC OC OC JPC LS S1 S1 PS1 PS1 PS1 PS1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1CAMCAMCAMCAMCAMCAMCAMCAM J JHD2 A310 1 2 3 4 5 6 7 8 9 10 11 12 133.1 A B C D E F G H AA 1 A310 153 SF STORAGE 182 608 SF WOMEN'S LOCKERS 169 775 SF MECH EQUIP 171 68 SF ELEV EQUIP 172 231 SF ELEC. ROOM 174 884 SF PHYSICAL FITNESS 161 298 SF MEN'S 163 1521 SF MEN'S LOCKERS 164 42 SF VEST 166 121 SF TRAFFIC SUPERVISOR 108 1265 SF SALLY PORT 181 969 SF PROPERTY & EVIDENCE 159 165 SF EVIDENCE 157 143 SF NARCOTICS 158 992 SF DISPATCH CENTER 144 272 SF MASTER MPOE / MDF ROOM 143 127 SF COMM SUPERVISOR 145 508 SF CRIME ANALYST 141 57 SF WOMEN 148 56 SF MEN 149 191 SF BATTERY CHARGING/ SHOTGUN STORAGE 126 27 SF COFFEE 123 124 SF REAR ENTRY 122 55 SF DRY CLEANING 125 488 SF TRAFFIC 116 103 SF ELEV EQUIP 175 47 SF ELEV. #1 EL01 33 SF METER ROOM 173 33 SF VESTIBULE 167 31 SF VESTIBULE 162 169 SF VESTIBULE ROOM 199 177 SF RECORDS SUPERVISOR 110 67 SF EVIDENCE LOCKERS 194 210 SF STAIR #1 ST01 89 SF ELEV. #2 EL02 217 SF WOMEN'S 168 351 SF CST 151 83 SF OFFICE 154 258 SF PUBLIC COUNTER 104 418 SF ENTRY VESTIBULE 102 516 SF WATCH COMMANDER 133 477 SF LOBBY 101 1242 SF BRIEFING 121 103 SF TRAFFIC OFFICE 114 103 SF TRAFFIC OFFICE 115 402 SF PATROL SERGEANT 111 139 SF MEETING ROOM 112 876 SF RECORDS 109 319 SF LOUNGE 146 87 SF ELECT. 142 157 SF HALLWAY 192 364 SF HALLWAY 191 364 SF HALLWAY 193 453 SF HALLWAY 195 104 SF OFFICE 152 123 SF DRYING ROOM 184 129 SF STORAGE 185 74 SF MEETING 106 81 SF HALLWAY 103 41 SF CRIME LIVESCAN 107 161 SF PUBLIC INQUIRY 105 144 SF BAG TAG 156 114 SF STAIR #2 ST02 85 SF INTERVIEW 160 601 SF HALLWAY 196 OPEN 1 107 SF INTERVIEW ROOM 183 83 SF WOMEN'S SHOWERS 170 141 SF MEN'S SHOWERS 165 112 SF WATCH COMM OFFICE 134 168 SF TRAFFIC OFFICE 113 99 SF CST OFFICE 153 78 SF HALLWAY 147 762 SF HALLWAY 197 364 SF HALLWAY 191 30 SF AV ROOM 124 A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0"A.F.F. A 9' -0"A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0"A.F.F. A 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. C 8' -6" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. C 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0"A.F.F. B 9' -0" A.F.F. D 9' -0" A.F.F. A 9' -0"A.F.F. A 9' -0"A.F.F. A 9' -0"A.F.F. A 9' -0"A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. D 9' -0" A.F.F. A 9' -0" A.F.F. D 9' -0"A.F.F. A 9' -0"A.F.F. D 9' -0"A.F.F. D 9' -0" A.F.F. A 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" 1 A820 992 SF DISPATCH CENTER 144 A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. D 8' -4" 564 SF HALLWAY 198 A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. D 8' -0" A.F.F. D 9' -0" A.F.F. A 9' -0" 4 A820 2 3 4 A310 56 SF IDF ROOM 1 132 2 3 OPEN TO ABOVE 4 4 A303 1 1" / 1'-0"1" / 1'-0"OPEN TO 2ND FLOOR OPEN TO 2ND FLOOR V.I.F. 15' - 7"V.I.F.4' - 0"SUPPLY AIR DIFFUSER 2'x4' RECESSED LIGHT FIXTURE RETURN AIR GRILLE 1'x4' RECESSED LIGHT FIXTURE MECHANICAL VENT AS REQUIRED 2'x2' LIGHT RETROFIT OR NEW ADJUSTABLE ROUND LIGHT RETROFIT OR NEW LINEAR LIGHT RETROFIT OR NEW 6"x4' SURFACE MOUNTED TROFFER LIGHT PENDANT LIGHT LINEAR SLOT SUPPLY/RETURN DIFFUSERS SCOPE OF WORK LIMITED TO STRUCTURAL SEISMIC RETROFIT ONLY A D E (N) ACT SUSPENDED CEILING SYSTEM -2 X 2 ACOUSTIC LAY-IN CEILING SYSTEM, SEE DETAILS A808 & A809. SEE FINISH SCHEDULE A714 & A715 OPEN TO STRUCTURE B (E) GLUE ON TILE SYSTEM -1 X 1 ACOUSTIC LAY-IN CEILING SYSTEM, C CERAMIC CEILING TILE, SEE FINISH SCHEDULE FINISH SCHEDULE A714 (N) CEILING SCOPE F (N) METAL SLOTTED CEILING, SEE FINISH SCHEDULE A714 & 715 (E) U.N.O GYPSUM BOARD CEILING - 5/8" TYPE 'X' GYP. BD. SUSPENDED CEILING SYSTEM, SEE DETAILS A809 GYP. CEILING ACCESS HATCH SEE DETAIL 6/A804 EXIT SIGN, EGRESS PATH WILL BE LIGHTED WITH AT LEAST ONE-FOOT CANDLE AT FLOOR LEVEL. PROVIDE EMERGENCY POWER PER SEC. 1008 - 1008.3 CEILING OCCUPANCY SENSOR SMOKE DETECTOR OC S1 SCALE: 1/8" = 1'-0" REF: A301 A209 1 PROPOSED REFLECTED CEILING PLAN - LEVEL 1 OC OC OCOC OC OC OC OC OC OC OC OCOC OCOCOCOC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OCOCOC OC OC OC OCOCOC OC OC OC OC OC OC OC OC OCOC OC OC LS LSLSLS OC OC LS S1 S1 S1 S1 S1 S1S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 J HD HD TT T T TTT T TT TT T TTTT T T TTTT T TTTT TTTTT T T T TTFSOC OC OCOC OC OC OC OC OC OC OC OCOC OCOCOCOC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OCOCOC OC OC OC OCOCOC OC OC OC OC OC OC OC OC OCOC OC OC LS LSLSLS OC OC LS S1 S1 S1 S1 S1 S1S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 J HD HD 2 A310 1 2 3 4 5 6 7 8 9 10 11 12 133.1 A B C D E F G H AA 1 A310 355 SF TRAINING COORDINATOR'S OFFICE 252 231 SF TECH SERVICE CAPTAIN 255 231 SF LIEUT. 256 231 SF FIELD SERVICE CAPT. 257 221 SF ADMIN ASSIST. 258 186 SF SECRETARY 291 333 SF POLICE CHIEF 289 538 SF CONFERENCE 288 321 SF FIRE CHIEF 283 227 SF FIRE DIV. CHEIF 281 177 SF FIRE ANALYST 277 176 SF EMS MGR 276176 SF EMPTY 275358 SF CRIME OF VIOLENCE 210 165 SF OFFICE 209 87 SF MAILROOM 214 87 SF INTERVIEW 213 82 SF INTERVIEW 212 132 SF JUVENILE SERVICES SERGEANT 211 270 SF EOC DIRECTOR 271 137 SF SGT. OFFICE 204 221 SF ELEC. ROOM 207 565 SF VICE / NARCOTICS 202 752 SF MECHANICAL EQUIP. 221 170 SF IN-PROCESS EVID./STOR. 223 144 SF JANITOR 233 187 SF MEN 232 147 SF WORKROOM / IDF ROOM 237 191 SF WOMEN 235 53 SF WOMEN 285 263 SF SECRETARY 282 38 SF CLOSET 290 15 SF COFFEE 286 20 SF STOR. 287 38 SF CLOSET 284 532 SF FIRE ADMIN 280 315 SF CLERICAL 278 47 SF STORAGE 274 59 SF STORAGE 279 174 SF FIRE TRAINING OFFICER 272 89 SF WORK REPRO 294 53 SF MEN 292 329 SF CSI 225 376 SF HALLWAY 273 102 SF HALLWAY 215 90 SF VEST. 268 731 SF HALLWAY 264 683 SF RES. ASSIST. 240 146 SF SGT. OFFICE 205 188 SF OFFICE 254 319 SF CLEAN OFFICE 251 138 SF IT MEETING 239 653 SF HALLWAY 262 1118 SF ADMIN CSO 241 104 SF ALS ROOM 224 79 SF HALLWAY 293 457 SF LOUNGE 244 174 SF OFFICE 253 542 SF CLERICAL POOL 261 167 SF OFFICE 208 89 SF STORAGE 242 83 SF JANITOR 243 2055 SF INVESTIGATIVE SERVICES 201 207 SF OFFICE 206 89 SF ELEV. #2 EL02 114 SF STAIR #2 ST02 76 SF INTERVIEW 203 210 SF STAIR #1 ST01 47 SF ELEV. #1 EL01 22 SF VEST. 234 21 SF VEST. 231 71 SF JANITOR OFFICE 222 151 SF OFFICE 260 41 SF IDF ROOM 2 259 A.F.F. D 9' -0" A.F.F. A 9' -0" A.F.F. B 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0"A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. B 9' -0" A.F.F. B 9' -0" A.F.F. D 23' -10" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0"A.F.F. A 9' -0" A.F.F. A 9' -0" 1 A820 A.F.F. A 9' -0" A.F.F. A 9' -0"A.F.F. A 9' -0"A.F.F. A 9' -0"A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. D 9' -0"A.F.F. D 9' -0"A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. D 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" 4 A820 1 A311 4 A310 1 2 1 2 A.F.F. D 9' -0" 3 TYP. 4 263 SF CONFERENCE ROOM 245 583 SF HALLWAY 267 A D E (E) U.N.O GYPSUM BOARD CEILING - 5/8" TYPE 'X' GYP. BD. SUSPENDED CEILING SYSTEM, SEE DETAILS A809 OPEN TO STRUCTURE SUPPLY AIR DIFFUSER 2'x4' RECESSED LIGHT FIXTURE B (E) GLUE ON TILE SYSTEM -1 X 1 ACOUSTIC LAY-IN CEILING SYSTEM, RETURN AIR GRILLE 1'x4' RECESSED LIGHT FIXTURE C MECHANICAL VENT AS REQUIRED 2'x2' LIGHT RETROFIT OR NEW ADJUSTABLE ROUND LIGHT RETROFIT OR NEW LINEAR LIGHT RETROFIT OR NEW NEW CEILING SCOPE SCOPE OF WORK LIMITED TO NEW CARPET, NEW CEILING, RUBBER BASE, AND NEW PAINT. SEE FINISH PLAN AND FINISH SCHEDULE F 6"x4' SURFACE MOUNTED TROFFER LIGHT IMEG PENDANT LIGHT LINEAR SLOT SUPPLY/RETURN DIFFUSERS PENDANT MOUNTED CHANDELIER LIGHTING (N) ACT SUSPENDED CEILING SYSTEM -2 X 2 ACOUSTIC LAY-IN CEILING SYSTEM, SEE DETAILS A808 & A809. SEE FINISH SCHEDULE A714 & A715 CERAMIC CEILING TILE, SEE FINISH SCHEDULE FINISH SCHEDULE A714 & 715 (N) METAL SLOTTED CEILING, SEE FINISH SCHEDULE A714 & 715 CEILING OCCUPANCY SENSOR SMOKE DETECTOR OC S1 EXIT SIGN, EGRESS PATH WILL BE LIGHTED WITH AT LEAST ONE-FOOT CANDLE AT FLOOR LEVEL. PROVIDE EMERGENCY POWER PER SEC. 1008 - 1008.3 SCALE: 1/8" = 1'-0" REF: A301 A210 1 PROPOSED REFLECTED CEILING PLAN - LEVEL 2 J J J J J J J J J J J JJJ J J J JJJJ J J J AP1 J J J J J J J J J J J JJJ J J J JJJJ J J J AP1 2 A310 1 2 3 4 5 6 7 8 9 10 11 12 133.1 A B C D E F G H AA 1% SLOPE 1 2 1 A310 1% SLOPE 3 4 5 6 3 77 8 77 9 99 10 7 1010 7 10 111111 5 1 A820 12 8 TYP. TYP. TYP. 13 3 3 88 8 8 /1 A212/1 A212 8 4 A820 2 A822 12 A822 11 A822 4 A8224 A822 2 A822 4 A823 12 A822 11 A822 2 A822 9 A822 TYP 2 A822 11 A822 14 A823 13 A823 A822 14 1414 15 16 8 TYP TYP 5 A823 4 A310 17 TYP. 14 15 TYP. TYP. TYP. TYP. 10 A822 10 A822 10 A822 10 A822 TYP. 12 A823 TYP. 8 10' - 0"18 TYP. 8 (E) ROOF SLOPE 3/8" PER FT. TYPICAL (N) WALKPADS (E) EXISTING (N) NEW(N) (E) SCALE: 1/8" = 1'-0" REF: A301 A211 1 ROOF PLAN UPPER H 1 2 2 2 3 4 2 /1 A211 /1 A211 TYP. 2 A822 9 A822 TYP 2 A822 2 A8224 A823 2 A822 9 A822 TYP 2 A822 2 A822 5 5 A823 4 A310 6 7 6 6 7 6 (E) ROOF SLOPE 3/8" PER FT. TYPICAL (N) WALKPADS (E) EXISTING (N) NEW(N) (E) 1. FIELD VERIFY DIMENSIONS PRIOR TO CONSTRUCTION 2. SEE SHEET A702 FOR WINDOW SCHEDULE AND A807 FOR TYPICAL WINDOW DETAILS 3. SEE SHEET A701 FOR DOOR SCHEDULE AND SHEET A805 FOR DOOR DETAILS 4. SEE SHEET A821 FOR EXTERIOR DETAILS Level 1 0' -0" Level 2 13' -6" Roof Level 27' -0" Top Parapet 30' -0" 1 2 3 4 5 6 7 8 9 10 11 12 133.1 1 A310 12 3 3 108C 4 A310 4 101B 5 6 6 A820 13 A820 13SIM. 9 TYP. 102B 102A B1 D A 17TYP. 1320 21 (E) CONCRETE PANELS TO REMAIN PROTECT DURING CONSTRUCTION, REFER TO STRUCTURAL DRAWINGS FOR ANY PENETRATIONS OF CONCRETE PANELS SCOPE OF WORK LIMITED TO STRUCTURAL SEISMIC RETROFIT ONLY Level 1 0' -0" Level 2 13' -6" Roof Level 27' -0" Top Parapet 30' -0" 2 A310ABCD E F G HAA J 4 A820 181F 193 4 78 /3 A301 FOR THE FULL EXTENT OF THE ELEVATION SEE A820 13SIM. 9 TYP. 10 12 13 181E181D182 101C 101D 101E 101F A 102B 15 16 17 17 17 18 TYP. 19 E 20 Level 1 0' -0" Level 2 13' -6" Roof Level 27' -0" Top Parapet 30' -0" 2 A310 C D E 11 11 14 199A 2020 (E) CONCRETE PANELS TO REMAIN PROTECT DURING CONSTRUCTION, REFER TO STRUCTURAL DRAWINGS FOR ANY PENETRATIONS OF CONCRETE PANELS Level 1 0' -0" Level 2 13' -6" Roof Level 27' -0" Top Parapet 30' -0" 123456789101112133.11 A310 1 A820 1111 2 TYP 122 3V.I.F. 4 5 6 A820 13 TYP. A820 13SIM.7 TYP. 156A 8 GGGG L 99 10 TYP. 9 J H 9 912 4 12 1213 4 A814 Level 1 0' -0" Level 2 13' -6" Roof Level 27' -0" Top Parapet 30' -0" 2 A310 ABCDEFGH AA 4 A820 6 A820 13 TYP. 7 TYP. 10 TYP. 11 1111 11 4 12 4 1. FIELD VERIFY DIMENSIONS PRIOR TO CONSTRUCTION 2. SEE SHEET A702 FOR WINDOW SCHEDULE AND A807 FOR TYPICAL WINDOW DETAILS 3. SEE SHEET A701 FOR DOOR SCHEDULE AND SHEET A805 FOR DOOR DETAILS 4. SEE SHEET A821 FOR EXTERIOR DETAILS 8 9 G H J 13' - 3" R 12' - 8"0" / 1'-0"18' - 0"R 13' - 1"12' - 10"9"11' - 9"9" 6 6 7 8 5 1 17 SLOPE8 9 G H J 5 A303 6 A303 12' - 10"9' - 10"2' - 7"1 2 2 10 10 11 11 33 12 13 14 TYP. TYP. 15 15 15 15 16 8 9 G H J 5 A303 13' - 3" 6 A303 5' - 3"5"12' - 5"6 7 5 1 3 9 3 Level 1 0' -0" J B.O. CEILING 9' -0"9' - 0"A904 4 6 A303 A820 8 A820 7 3 4 5 10 1818 19 Level 1 0' -0" Level 2 13' -6" 8 9 B.O. CEILING 9' -0" 5 A303 A820 9 1 2 2 4 18 18 19 20 20 7 5 7 Level 1 0' -0" Level 2 13' -6" Roof Level 27' -0" Top Parapet 30' -0"13' - 6"13' - 6"1 2 3 4 5 6 7 8 9 10 11 12 133.1 1 A310 B.O. CEILING 9' -0" B.O.CEILING 22' -6" A312 1 A312 5 WOMEN'S LOCKERS 169 VICE / NARCOTICS 202 HALLWAY 191 WOMEN'S 168 ELEC. ROOM 174 METER ROOM 173 ? ?ELEC. ROOM 207 ATRIUM / REPORT WRITING 131 WATCH COMMANDER 133 HALLWAY 198 CONFERENCE ROOM 245 LOUNGE 244 FIRE ADMIN 280 FIRE DIV. CHEIF 281 MEETING ROOM 112 PATROL SERGEANT 111 HALLWAY 267 HALLWAY 265 INVESTIGATIVE SERVICES 201 A313 1 F R 2 6 1 1 2 2 2 1 2 5 4 3 10 10 11 12 13 P Level 1 0' -0" Level 2 13' -6" Roof Level 27' -0" Top Parapet 30' -0" 2 A310 A B C D E F G H J B.O. CEILING 9' -0"13' - 6"13' - 6"B.O.CEILING 22' -6"FIELD SERVICE CAPT. 257 HOMLESS OUTREACH 155 OFFICE 152 STORAGE 242 HALLWAY 195 DISPATCH CENTER 144 JANITOR 243 HALLWAY 264 HALLWAY 196 ATRIUM / REPORT WRITING 131 JUVENILE SERVICES SERGEANT 211 CRIME OF VIOLENCE 210 HALLWAY 266 HALLWAY 197 MEETING 106 HALLWAY 103 TRAFFIC SUPERVISOR 108 S 6 1 2 11 12 2 2 1 2 14 1516 3 6 4 5 1718 TYP.(9 QTY) 19 A CURVED E Level 1 0' -0" Level 2 13' -6" Roof Level 27' -0" Top Parapet 30' -0" GH B.O. CEILING 9' -0" B.O.CEILING 22' -6" A311 2 A312 2 16' - 6"ENTRY VESTIBULE 102 EOC DIRECTOR 271 PUBLIC COUNTER 104 HALLWAY 197 108B E C1 7 3 4 5 8 96 A Level 1 0' -0" Level 2 13' -6" Roof Level 27' -0" Top Parapet 30' -0" G H B.O. CEILING 9' -0" B.O.CEILING 22' -6" A312 6 EMS MGR 276 CORRIDORMENRECORDS 109 1 2 3 4 5 6 A804 4 SCOPE OF WORK LIMITED TO NEW CARPET, NEW CEILING, RUBBER BASE, AND NEW PAINT. SEE RCP, FINISH PLAN AND FINISH SCHEDULE SCOPE OF WORK LIMITED TO STRUCTURAL SEISMIC RETROFIT ONLY Level 1 0' -0" Level 2 13' -6" Roof Level 27' -0" B.O. CEILING 9' -0" Level 1 0' -0" Level 2 13' -6" Roof Level 27' -0" B.O. CEILING 9' -0" B.O.CEILING 22' -6"(E) WALL TO REMAINA812 1 A812 2 A812 3 A812 8 A812 4 SIM. Level 1 0' -0" Level 2 13' -6"CLEAR OPENING8' - 0"CURVED SOFFIT HEIGHT5' - 0"SOFFIT DEPTH 1' - 0" A812 10 A812 14 A812 12 B.O. SOFFIT TO B.O. CEILING1' - 0"Level 1 0' -0" Level 2 13' -6" Roof Level 27' -0" B.O. CEILING 9' -0" B.O.CEILING 22' -6"CLEAR OPENING9' - 0"(E) WALL TO REMAINA812 6 A812 7 A812 11 A812 9 - --- Level 1 0' -0" Level 2 13' -6" B.O. CEILING 9' -0"1' - 0"A813 1 A813 2 A812 4 SIM. Level 1 0' -0" Level 2 13' -6" Roof Level 27' -0" 8 B.O. CEILING 9' -0" B.O.CEILING 22' -6" A807 13 A807 14 A823 9 A805 1 SIM. Level 1 0' -0" Level 2 13' -6" B.O. CEILING 9' -0"84"24"A813 12 EXISTING EXTERIOR WALL NEW STOREFRONT REFER TO WINDOW SCHEDULE - --- 9 B.O.CEILING 22' -6" A809 9 TYPA809 9 TYP 1" THICK UL LEVEL 3 GLASS PANEL PASS THROUGH BULLET RESISTANT PANEL UL LEVEL 3 1/2" BASE PLATE W/ 4 -3/8" X 2" EMBEDED ITILTI KBTZ BOLTS 2"x2" TS PROJECTION HORIZ. SUPPORT FINISH PER FINISH SCHEDULE BUILT UP 600 S 162-54 W/ 600 T 150-54 STEEL BOTTOM TRACK CEILING AS SCHEDULED CONCEALED WINDOW FRAME NATURAL VOICE SPACERS STONE/DURABLE FINISH STAFF SIDEPUBLIC SIDE NOTE:VERIFY ALL STRUCT SUPPORTS w/ STRUCT ENG OF RECORD HSS 6" X 6" X 1/4" POST 4' - 0" O.C. PER STRUC.ADA COUNTER34" AFF(E) W18 BEAM HSS 2" X 2" X 1/4" WT 5" X 24.5" X 20" HSS 6" X 2" X 1/4" HSS 2" X 2" X 1/4" 1' - 3 1/2" HSS 3" X 2" FLAT A813 4 A813 6 A813 11 A813 13 A813 13 /9 A813 INTERMEDIARY STRUCTURE REFERENCE DETAIL STAFF SIDEPUBLIC SIDE NOTE:VERIFY ALL STRUCT SUPPORTS w/ STRUCT ENG OF RECORD 1" THICK UL LEVEL 3 GLASS PANEL STEEL BOTTOM TRACK CEILING AS SCHEDULED NATURAL VOICE SPACERS STONE/DURABLE FINISH FINISH PER FINISH SCHEDULE HSS 2" X 2" X 1/4" WT 5" X 24.5" X 20" HSS 6" X 2" X 1/4" 2" X 2" X 1/4" HSS BUILT UP 600 S 162-54 W/ 600 T 150-54 1/2" BASE PLATE W/ 4 -3/8" X 2" EMBEDED ITILTI KBTZ BOLTS HSS 6" X 6" X 1/4" POST 4' - 0" O.C. PER STRUC. BULLET RESISTANT PANEL UL LEVEL 3 A813 7 SIM. A813 13 A813 13 /9 A813 INTERMEDIARY STRUCTURE REFERENCE DETAIL A813 6 Level 2 13' -6" H A822 13 EXISTING STRUCTURE EXISTING STRUCTURE EXISTING SECOND FLOOR STRUCTURE EXISTING ROOF SYSTEM NEW ROOF SYSTEM EXISTING METAL STUD WALL W/STUCCO FINISH REMOVE EXISTING EXCESS METAL STUD FRAMINGV.I.F.1' - 3"V.I.F.6" 7 A.F.F.13' - 6"A.F.F.(N) +/- 9' - 0 5/8"(E) +/-4' - 5 3/8"(E)3' - 6"+/- 11' - 10 1/2"9' - 0"2" LT. WT. CONC. O/ 3" METAL. DECKING PER 5/S105 & 9/S202 (N) 4" MTL. STUD INFILL WALL W/ 5/8" GYP. BD. EA. SIDE (N) INSULATION WHERE OCCURS (N) GYP. BD. CEILING PER CEILING PLAN (E) FRAMING PER STRUCTURAL (E) 4"x4"x1/4" W/ 5/8" BOLT EA, END @ 12" O.C. LEVEL 1 LEVEL 2 (E) RAILING TO REMAIN (E) INSULATION WHERE OCCURS A313 3 A313 5 A313 4TO F.F. (LEVEL 2)(E) +/-4' - 5 3/8"FIELD VERIFY(N) +/- 9' - 0 5/8" A.F.F.(N) 4" MTL. STUD INFILL WALL W/ 5/8" GYP. BD. EA. SIDE (N) INSULATION WHERE OCCURS (N) GYP. BD. CEILING PER CEILING PLAN (E) 4"x4"x1/4" W/ 5/8" BOLT EA, END @ 12" O.C. (E) CONT/ ANGLE 3"x3"x3/16" (E) 5/8" GYP. BD. O/ 4" METAL STUD FRAMING (N) #10 S.M.S. @ 12" O/C TYP. (N) DOUBLE TOP PLATE (N) INSULATION WHERE OCCURS (E) 4"x4"x1/4" W/ 5/8" BOLT EA, END @ 12" O.C. (E) BOTTOM L RAILING STEEL PLATE (E) 5/8" GYP. BD. O/ 4" METAL STUD FRAMING (E) STEEL FLOOR JS. PER STRUCTURAL FIELD VERIFY(E) +/-4' - 5 3/8"2" LT. WT. CONC. O/ 3" METAL. DECKING PER 5/S105 & 9/S202 (E) RAILING TO REMAIN 3' - 6" A.F.F.LEVEL 2 (N) 4" MTL. STUD INFILL WALL W/ 5/8" GYP. BD. EA. SIDE (N) INSULATION WHERE OCCURS (N) BASE BOARD (EA. SIDE) TO MATCH (E) (E) CONC. SLAB PER STRUCTURAL BOTT. TRACK CONNECT TO (E) CONCRETE SLAB PER /4 A803 1/4".BACKER ROD W/ CONT. CALKING (N) FINISH FLOOR PER FINISH SCHEDULE TTTTTT89101112 13 G H J TRAFFIC SUPERVISOR 108 PUBLIC COUNTER 104 LOBBY 101 MEETING 106 CRIME LIVESCAN 107 PUBLIC INQUIRY 105 A502 1 4 2 A502 5 6 A5027 1 106 101A 105 104 1 A311 3 A310 4 A311 101B 109A 109B 23 4 4 3 A311 ENTRY VESTIBULE 102 4 A310 4 A312 107 55 6 TYP.6 TYP. 7 8 RECORDS 109 2 A501 3 19 19 101G 101C 101D 101E 101F 19 B2 B2 108B 102B 102A A804 4 TYP.A804 5 (WORK LIMITED TO STRUCTURAL RETROFIT @ CEILINGS ) B1 D E A C2 C1 A804 5 23 D GH CURVED 8 9 10 17 18 14 1215 24 249 102A 102B 25 26 Level 1 0' -0" Level 2 13' -6" G H B.O. CEILING 9' -0" CURVED 6' - 11"8 9 10 11 12 13 1214 15 16 9 17 39"A501 4 5' - 10"20 2424 8"8"5' - 11"1' - 11 1/2"2' - 3"2' - 3"2' - 3"4"16 20 2122 A813 14 A813 15 7 A501 TYP HIGH DENSITY VENEER 2 LAYERS OF 1/2" PLYWOOD ALUMINUM BREAK METAL WOOD SCREWS 6A312 2 108"162"108B 10 9 5 66 3 A310 108"6 105 109A A312 2 4 3 8 2 5 10 9 2 3 4 101A 5 1 A311 173" . A903 15 A903 11 A903 10 162"108"9 9 910 9 1 7 TYP. 101B ENTRY VESTIBULE BEYOND SEE ELEVATION 3 A501.162"72"11 106 108"107108B 10 G OPEN 4 3 2 5 8 108"162"9 TT TT9 C D 127 SF COMM SUPERVISOR 145 319 SF LOUNGE 146 A5034 6 5 A503 8 3 7 78 1011 9 145 146B 146A 18 5 AA A503 10 9 12 11 4 3 2 123 SF DRYING ROOM 184 1 1313 14 15 16 5 184 20 C 36"18"34"10 9 146B C OPEN CLR 58 1/2" 9 31"77"108"9 9 TYP. OPEN 18" TYP.12" TYP. 96"17 77"43"34"34"18"36"108"Level 1 0' -0" 9 6 7 58 B.O. CEILING 9' -0" TYP.TYP. 36"MAX34"12 10 9 A811 36"36"36"36"20"36"18"32"24"27"36"MAX44"8 A811 5 A811 SIM. HC ACCESSIBLEHC ACCESSIBLE 19 TYP. 1313 79"111513 9 A811 36"36"30"34"20"1 A810 SIM. 5 184 108"1 234 13 79"MAX.34"48" MAX14 TT T TT B 191 SF BATTERY CHARGING/ SHOTGUN STORAGE 126 A504 7 8 9 6 4 3 3 1 2 2' - 1" 5 6 126 TYP (9 QTY.) 12 4 4 9' - 0"B 4 3 3 TYP. 15"9' - 0"TYP (9 QTY.) 3 9' - 0"B 1 2 12642"24"TYP. 24" 7 9 A811 MAX34"9' - 0"11 8HC ACCESSIBLE TYP. 12 13 TYP. A A5043 144 SF BAG TAG 156 4 5 5 9 8 156BALIGNMAX34"42"24"7 5 8 9 15"48"48"48"39" 9 A811 8 A8119' - 0"10 HC ACCESSIBLE 156B 7 9' - 0"5 7 9' - 0" TT T TFD FD FD PFT B 1 27 1 9 10 2 OPEN OPEN 20 21 1 A810 MAX34"TYP. TYP. 15"33" 6" 33"6"30"15"15"33"30"30"30"15"15"30"30"21"30"15"34"4 A810 23 8 A811 TYP. 14 24 TYP. 3.1 6 7MAX34"20"30"23 27"42"43" B 3 4 5 6712 224225 TYP.34" MAX2627 3.1 8 3 8 7 84"OPEN 21"21"30"21"21" 7 34"3 43.1 A B A506 2 3 4 5 329 SF CSI 225 11 8 3 5 4 12 6 8 13 14 12 15 TYP A5057 10 9 8 225 224 1 A810 4 A810 1 1 26 27 B M D 85 SF INTERVIEW 160 A5067 10 9 8 16 17 160 22 25 1819 B 160 B 2516 1716 181925 TT9 PONY WALL59"14 A811 108"9 EQEQEQ12"5 8 9 A811 33"EQEQEQEQEQ 108"36"EQ7 A810 19 7 51"43"43"43" 128" 5 6 7 8 11 A811 MAX34"24"20 A 124 SF REAR ENTRY 122 A507 12 121A 7' - 7" 18 17 5 G MEN'S SHOWERS 165 A5078 11 10 9 1 2 SLOPE SLOPE TYP.10 11 12 3 TYP. 10 3' - 4"3' - 4"15 16 MIN.60"MIN. 36" MIN. 30"27"12"60"72"23 23 6 E F A507 7 6 5 4 WOMEN'S SHOWERS 170 SLOPETYP. 13 12 3 11 14 2' - 6"2' - 10"2' - 11"2' - 11" MIN. 60" 1 TYP. I12 I12 I12 TYP. 16 TYP.31"MIN36"3 OPEN 48"34"27" 22 111012"72"23 23 4 108"60"12"36"23 23 3 TYP.12"60"72"23 23 OPEN 72"12"60"23 23 E 23 23 72"60"12"27"48"34"3 11 22 12"72"23 23 E 12"60"72"23 23 NOTE:SEE 5/A801 FOR MORE INFORMATION ON D.F HEIGHTS 108"17 18 E F 30"9 A811 5 86 9 72"36"36"20"33"ATRIUM CONTINUES ABOVE 133A132 HALLWAY 196 HALLWAY 19783"21 TT7 8 B C D A508 3 4 5 2 144 145 147A 30 992 SF DISPATCH CENTER 144 1 146A F 7 8 108"5 4 TYP.(8 QTY) B C D 145147A 30 108"146A 5 5 4 TYP.(9 QTY) 2 78 144 1 108"5 F BCD TV TV TV TV 223 TYP. 4 TYP.(8 QTY) 108" TTE F A509 4 2 3 5 A509 8 7 6 9 298 SF MEN'S 163 217 SF WOMEN'S 168 33 SF VESTIBULE 167 31 SF VESTIBULE 162 2 2 21 4 5 5 21222 6 7 6 8 10 60"6' - 5"36" CLR11 60"6' - 10"36" CLR168 167 162 163A 163B 4 18" 4 35" 18" 35" 5 1 2 TYP. (QTY 4) 69 EF 962 40"5 163A 57910 9' - 0"TYP. (QTY 2)17"E F 3 163B 27 5 1289 TYP. (QTY. 3) OPEN TO WOMEN'S LOCKER ROOM 2 5911 MAX40"5 9 TYP. (QTY. 2) 5 168 26895 MAX40"SCALE: 1/4" = 1'-0" REF: A205 A509 1 RESTROOM LEVEL 1 SCALE: 1/4" = 1'-0" REF: A509 A509 4 ELEVATION SCALE: 1/4" = 1'-0" REF: A507 A509 3 ELEVATION SCALE: 1/4" = 1'-0" REF: A509 A509 2 ELEVATION SCALE: 1/4" = 1'-0" REF: A507 A509 5 ELEVATION SCALE: 1/4" = 1'-0" REF: A509 A509 8 ELEVATION SCALE: 1/4" = 1'-0" REF: A509 A509 7 ELEVATION SCALE: 1/4" = 1'-0" REF: A509 A509 6 ELEVATION SCALE: 1/4" = 1'-0" REF: A509 A509 9 ELEVATION T9 B A510 4 35 2 57 SF WOMEN 148 56 SF MEN 149 A510 8 79 6 12 78 SF HALLWAY 147 5 521 16"16" 5 7 16"16" 148 149 147A 147B 9 7 10 11 10 11 12 3 4 5 6 1 45 61011 148 46 89 MAX40"246 12 3 4 5 6 1 5 461011 14946 8 24 T A511 8 11 10 9 A511 6 4 75 191 SF WOMEN 235 187 SF MEN 232 144 SF JANITOR 233 11 2 2 334 5 6 3 34 1 TYP. TYP. 10 A511 12 12 5' - 0" 5' - 0"4' - 4"4' - 7"6' - 5"6' - 5"EQ.EQ.EQ. EQ.EQ.EQ.5' - 0"5' - 0"18" 18 18" 1818 A511 17 53 SF MEN 292 18 19 20 18" 13 1' - 0"12" 14 8 16 18" 15 17 A511 13 53 SF WOMEN 285 14 15 16 15 14 13 16 17 6 493810 TYP.TYP.TYP. 7 C 8 3 17 6 235 17 TYP. 18 TYP.18"C 1 837 9' - 0"34"40"14813 14 138 34"40"6 1 5 2 7 TYP.TYP. 232 18 18"1 7 3 8 6 4 9 8 3 TYP.TYP.TYP.7 21738 285 161516171920 292 16151617 18"20 19 7" C 11 MAX36" SCHEDULESEE DOORSCHEDULE SEE DOOR SCHEDULESEE DOORSCHEDULE SEE DOOR SCHEDULESEE DOORSCHEDULE SEE DOOR SCHEDULESEE DOORSCHEDULE SEE DOOR A B C D E F G H SCHEDULESEE DOORSCHEDULE SEE DOOR SCHEDULESEE DOORSCHEDULE SEE DOOR SCHEDULESEE DOORSCHEDULE SEE DOOR SCHEDULESEE DOORSCHEDULE SEE DOOR I OPEN SCHEDULESEE DOORSCHEDULE SEE DOOR SCHEDULESEE DOORSCHEDULE SEE DOOR SCHEDULESEE DOORSCHEDULE SEE DOOR SCHEDULESEE DOORSCHEDULE SEE DOOR C E J 7' - 1"4' - 1"1' - 11"3' - 2"4' - 0"4' - 3" 15' - 6"9' - 0"6' - 0"LG LG LG LG 5 7 A807 6 A807 SIM. 5 A807 EQ EQ EQ EQ EQ EQ EQ EQ EQEQEQEQ EQ EQ EQ EQ F.F.7' - 0"2' - 0"46' - 8"9' - 0"11' - 0"8"11' - 4"8"11' - 2"1' - 0"10' - 10" 4 4 4 5 A807 6 A807 SIM. 4 A807 4' - 5"4' - 4"7' - 1"1' - 11"3' - 9" 12' - 6"9' - 0"3' - 0"2' - 0"4' - 0"3 T T T 8 A807 9 A807 7 A807 F.F. CURVED 5 A807 6 A807 SIM. 4 A807 F.F. 3' - 7"2' - 0"5 A807 6 A807 SIM. 4 A807 7' - 1"1' - 11"EQEQ 6' - 6 1/2"9' - 0"LG LG6' - 0"5 7 A807 5 A807 6 A807 SIM. 1 4' - 0"4' - 0"4' - 0"3' - 4 1/2"3' - 8"4' - 0" 23' - 0 1/2" LG LG LG LG LG LG 5 7 A807 6 A807 SIM. 5 A807 28' - 0" 3' - 10 1/2"4' - 0 1/2"4' - 0 1/2"4' - 0 1/2"4' - 0 1/2"4' - 0 1/2"4' - 0" 2 9' - 0"T T T T T T T 7' - 3"11' - 11" LG LG 656' - 0"5 A807 7 A807 6 A807 SIM. 3' - 0 1/2"2' - 9 1/2"6' - 2"7' - 0"4' - 0" LG 6' - 0"5 7 A807 5 A807 6 A807 SIM. GLAZING -DUAL INSULATED SOLARBAN 70 XL -CLEAR GLAZING F.F. 4' - 0"4' - 0"2' - 9"6' - 6"10' - 9"2' - 6"9' - 0"7 TYP.7 A813 SIM. 8 A807 9 A807 F.F. 2' - 0" EQ 5' - 0"EQEQ 2' - 0"5' - 6"3' - 6"9' - 0"7 TYP. 23' - 10 1/2" 4 A813 8 A807 9 A807 CURVED 9' - 0"2' - 0"7' - 0"4 A312 12 A813 5 A807 LG LG LG LG LG LG LG 4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0" 24' - 0" LG LG LG LG LG LG 7' - 0"6' - 0"5 5 A807 6 A807 SIM. 7 A807 EQ EQ 7' - 1"7' - 6"9' - 0"3' - 0"2' - 0"4' - 0"1 T T 8 A807 9 A807 7 A807 1' - 11"7' - 1"EQ EQ 7' - 1 1/2"9' - 0"3' - 0"2' - 0"4' - 0"1 T T 8 A807 9 A807 7 A807 7' - 3"EQEQEQEQ 15' - 9" T T T T 8 A807 9 A807 7 A807 11' - 6"7' - 3"3' - 10"3' - 10"3' - 10" T T T 8 A807 9 A807 7 A807 9' - 0"EQ EQ EQ EQ EQ 20' - 0 1/2" T T T T T 8 A807 9 A807 7 A8077' - 1"4' - 1"4' - 0"4' - 0"4' - 0"4' - 0"1' - 11"9' - 0"3' - 0"2' - 0"4' - 0"12 23' - 10 1/2" 3' - 8 1/2" T T T T T T 8 A807 9 A807 7 A807 GLAZING -DUAL INSULATED SOLARBAN 70 XL -CLEAR GLAZING F.F. 2' - 0"1' - 0"6' - 0"7' - 0"T UP UP 1 2 3 4 5 6 7 8 9 10 11 12 133.1 A B C D E F G H AA J 608 SF WOMEN'S LOCKERS 169 775 SF MECH EQUIP 171 68 SF ELEV EQUIP 172 231 SF ELEC. ROOM 174 884 SF PHYSICAL FITNESS 161 298 SF MEN'S 163 1521 SF MEN'S LOCKERS 164 42 SF VEST 166 121 SF TRAFFIC SUPERVISOR 108 1265 SF SALLY PORT 181 969 SF PROPERTY & EVIDENCE 159 165 SF EVIDENCE 157 143 SF NARCOTICS 158 992 SF DISPATCH CENTER 144 272 SF MASTER MPOE / MDF ROOM 143 127 SF COMM SUPERVISOR 145 508 SF CRIME ANALYST 141 57 SF WOMEN 148 56 SF MEN 149 191 SF BATTERY CHARGING/ SHOTGUN STORAGE 126 27 SF COFFEE 123 488 SF TRAFFIC 116 103 SF ELEV EQUIP 175 47 SF ELEV. #1 EL01 33 SF METER ROOM 173 33 SF VESTIBULE 167 31 SF VESTIBULE 162 169 SF VESTIBULE ROOM 199 177 SF RECORDS SUPERVISOR 110 67 SF EVIDENCE LOCKERS 194 210 SF STAIR #1 ST01 89 SF ELEV. #2 EL02 217 SF WOMEN'S 168 351 SF CST 151 258 SF PUBLIC COUNTER 104 418 SF ENTRY VESTIBULE 102 477 SF LOBBY 101 1242 SF BRIEFING 121 103 SF TRAFFIC OFFICE 114 103 SF TRAFFIC OFFICE 115 402 SF PATROL SERGEANT 111 139 SF MEETING ROOM 112 876 SF RECORDS 109 319 SF LOUNGE 146 87 SF ELECT. 142 364 SF HALLWAY 191 364 SF HALLWAY 193 453 SF HALLWAY 195 153 SF STORAGE 182 129 SF STORAGE 185 74 SF MEETING 106 55 SF DRY CLEANING 125 81 SF HALLWAY 103 41 SF CRIME LIVESCAN 107 161 SF PUBLIC INQUIRY 105 144 SF BAG TAG 156 124 SF REAR ENTRY 122 114 SF STAIR #2 ST02 85 SF INTERVIEW 160 168 SF TRAFFIC OFFICE 113 1 C-5 SC-1 C-5 C-1 C-1 C-1 83 SF OFFICE 154 104 SF OFFICE 152 C-1 C-3 SV-2 C-2 C-1 C-1 525 SF HOMLESS OUTREACH 155 RB-1 SV-1 C-1 C-1 C-2 C-2 C-2 C-2C-1 C-1 C-2 C-1 C-1 C-1 C-1 C-1 C-1 RB-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-2 C-1 C-4 83 SF WOMEN'S SHOWERS 170 141 SF MEN'S SHOWERS 165 112 SF WATCH COMM OFFICE 134 107 SF INTERVIEW ROOM 183 99 SF CST OFFICE 153 768 SF ATRIUM / REPORT WRITING 131 78 SF HALLWAY 147 601 SF HALLWAY 196 123 SF DRYING ROOM 184 C-1 T-1 30 SF AV ROOM 124 157 SF HALLWAY 192 453 SF HALLWAY 195 564 SF HALLWAY 198 762 SF HALLWAY 197 N.I.C. RB-1 T-3 T-2 T-2 T-2 IDF ROOM 1 132 132 SC-1 WATCH COMMANDER 133 T-3 SC-1 SC-1 RB-1 22 T-1 EQ EQ V.I.F8' - 0"V.I.F7' - 11"3 4 TYP TYP 5 TYP 4 V.I.F16' - 5"6 7 8 T-2 T-2 T-1 T-1 T-1 T-1 T-2 TYP. TYP. SC-1 C-1 C-2 C-3 C-4 SV-1 SV-3 C-5 RB-1 SV-2 SEALED AND / OR NON-SLIP EPOXY OVER CONCRETE CARPET 1 CARPET 2 CARPET 3 CARPET 4 ANTIMICROBIAL CARPET / CARPET TILE SHEET VINYL 1 SHEET VINYL 2 SHEET VINYL 3 TILE 1 RUBBER FLOORING T-1 E EXISTING FLOOR TO REMAIN 4" STAINLESS STEEL LOW PROFILE CHAIR RAIL MFR: PRO TEK SYSTEMS, INC MODEL: CRS-64 STAINLESS STEEL RUB RAIL NOTE:FOR FINISHES REFER TO FINISH SCHEDUL A712 & A713 TILE 2T-2 TILE 3T-3 SCALE: 1/8" = 1'-0" REF: A301 A710 1 FINISH PLAN - LEVEL 1 DN DN 1 2 3 4 5 6 7 8 9 10 11 12 133.1 A B C D E F G H AA 355 SF TRAINING COORDINATOR'S OFFICE 252 231 SF TECH SERVICE CAPTAIN 255 231 SF LIEUT. 256 231 SF FIELD SERVICE CAPT. 257 221 SF ADMIN ASSIST. 258 186 SF SECRETARY 291 333 SF POLICE CHIEF 289 538 SF CONFERENCE 288 321 SF FIRE CHIEF 283 177 SF FIRE ANALYST 277 176 SF EMS MGR 276 176 SF EMPTY 275 358 SF CRIME OF VIOLENCE 210 165 SF OFFICE 209 87 SF MAILROOM 214 87 SF INTERVIEW 213 82 SF INTERVIEW 212 132 SF JUVENILE SERVICES SERGEANT 211 270 SF EOC DIRECTOR 271 137 SF SGT. OFFICE 204 221 SF ELEC. ROOM 207 565 SF VICE / NARCOTICS 202 752 SF MECHANICAL EQUIP. 221 144 SF JANITOR 233 187 SF MEN 232 147 SF WORKROOM / IDF ROOM 237 191 SF WOMEN 235 53 SF WOMEN 285 263 SF SECRETARY 282 38 SF CLOSET 290 15 SF COFFEE 286 20 SF STOR. 287 38 SF CLOSET 284 47 SF STORAGE 274 174 SF FIRE TRAINING OFFICER 272 89 SF WORK REPRO 294 53 SF MEN 292 329 SF CSI 225 376 SF HALLWAY 273 102 SF HALLWAY 215 90 SF VEST. 268 731 SF HALLWAY 264 683 SF RES. ASSIST. 240 146 SF SGT. OFFICE 205 188 SF OFFICE 254 319 SF CLEAN OFFICE 251 138 SF IT MEETING 239 653 SF HALLWAY 262 1118 SF ADMIN CSO 241 170 SF IN-PROCESS EVID./STOR. 223 104 SF ALS ROOM 224 457 SF LOUNGE 244 174 SF OFFICE 253 167 SF OFFICE 208 1843 SF ROOF TERRACE 246 2055 SF INVESTIGATIVE SERVICES 201 OPEN TO BELOW C-2 SV-3 SV-3 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-2 C-1 C-2 C-2 C-2 C-5 C-1 C-2 C-2 C-2 C-1 C-1 C-5 C-5 C-2 C-2 C-2 C-2 SV-2 SC-1 SC-1 207 SF OFFICE 206 126 SF IT OFFICE 238 89 SF STORAGE 242 83 SF JANITOR 243 151 SF OFFICE 260 114 SF STAIR #2 ST02 89 SF ELEV. #2 EL02 76 SF INTERVIEW 203 71 SF JANITOR OFFICE 222 22 SF VEST. 234 21 SF VEST. 231 315 SF CLERICAL 278 59 SF STORAGE 279 47 SF ELEV. #1 EL01 210 SF STAIR #1 ST01 227 SF FIRE DIV. CHEIF 281 532 SF FIRE ADMIN 280 79 SF HALLWAY 293 542 SF CLERICAL POOL 261 41 SF IDF ROOM 2 259 C-2 OPEN TO BELOW SV-3 SC-1 260 C-2 105 SF HALLWAY 269 198 SF CORRIDOR 263 C-2 SC-1 C-1 C-2 C-3 C-4 SV-1 SV-3 C-5 RB-1 SV-2 SEALED AND / OR NON-SLIP EPOXY OVER CONCRETE CARPET 1 CARPET 2 CARPET 3 CARPET 4 ANTIMICROBIAL CARPET / CARPET TILE SHEET VINYL 1 SHEET VINYL 2 SHEET VINYL 3 RUBBER FLOORING E EXISTING FLOOR TO REMAIN NOTE:FOR FINISHES REFER TO FINISH SCHEDUL A712 & A713 SCALE: 1/8" = 1'-0" REF: A301 A711 1 FINISH PLAN - LEVEL 2 SEALED CONCRETE (SC-1) SEALED AND / OR NON-SLIP EPOXY OVER CONCRETE MFR: TBD COLOR: CLEAR FINISH: MATTE RUBBER BASE (BB-1) RUBBER WALL BASE MFR: JOHNSONITE COLOR: 20 CHARCOAL TYPE: RESILIENT WALL BASE PAINT (PT-1) ACOUSTICAL CEILING TILE (ACT-1) ACOUSTICAL CEILING TILE MFR: ARMSTRONG TYPE: DUNE WITH TEGULAR, FINE TEXTURE COLOR: WHITE PAINT - MFR: BENJAMIN MOORE COLOR: SEBRING WHITE (1492) PAINT (PT-2) PAINT - MFR: BENJAMIN MOORE COLOR: NORTHERN CLIFFS (1536) PAINT (PT-3) PAINT - MFR: BENJAMIN MOORE COLOR: BEDFORD BLUE (1679) CARPET (C-1) MFR: SHAW CONTRACT COLLECTION: GLIMMER TILE COLOR: FLASHPOINT (GLIMMER TILE 59329) CARPET (C-2) MFR: SHAW CONTRACT COLLECTION: COLOR: DISAPPEAR (COLOR FRAME TILE 5T081) CARPET (C-3) CARPET - MFR: STATICWORX COLOR: FOREST FLOOR (4109) CARPET (C-4) CARPET - MFR: SHAW CONTRACT COLOR: SKY (68402) CARPET (C-5) CARPET -ANTI-MICROBRIAL CARPET COUNTER (CN-1) COUNTER - MFR: CORIAN COLOR: VERANO WHITE COUNTER (CN-2) COUNTER - MFR: CESARSTONE COLOR: ICEBERG (3144) COUNTER (CN-3) COUNTER - MFR: CORIAN COLOR: ANTARCITA COUNTER: PAINT: TILE: TILE (T-1) MFR: AMERICAN OLEAN COLOR: WHITE FABRIC (IF50) TILE (T-2) MFR: AMERICAN OLEAN COLOR: GRAY FABRIC (IF55) CONCRETE: CEILING BASEBOARD: SHEET VINYL : SHEET VINYL (SV-2) SHEET VINYL - MFR: SHAW CONTRACT LVT COLOR: OXIDIZE SHEET VINYL (SV-3) SHEET VINYL - MFR: ARMSTRONG MEDINITECH COLOR: IXIA (0601V) TILE (T-3) MFR: DALTILE STYLE: MOSAIC FINISH: MATTE COLOR: NOCE PF11 BASE: PROVIDE INTREGAL COVED BASE (FLOOR) TILE (T-4) MFR: DALTILE STYLE: AMBASSADOR FINISH: MATTE COLOR: MATTE WANDERLUST WHITE AM36 (WALL) TILE (T-5) MFR: DALTILE STYLE: CASCADING WATERS FINISH: GLASS COLOR: EARTH TIDE CW44 (ACCENT STRIP) TILE (T-6) MFR: DALTILE STYLE: MOSAICS FINISH: MATTE COLOR: ARCTIC WHITE 07090 (CEILING) CHAIR RAIL: CHAIR RAIL (CR-1) CHAIR RAIL - MFR: PROTEK SYSTEMS, INC. FINISH: #4 SATIN WALL : GYP BOARD (GYP-1) GYPSUM BOARD MFR: USG GYP BOARD (GYP-2) STC 60 WALL ASSEMBLY WITH ACOUSTICAL GWB FACE LAYER OVER IR GWB MFR: USG EPOXY (XPT-1) EPOXY - MFR: BENJAMIN MOORE TYPE: POLYAMIDE EPOXY COATING COLOR: WHITE RUBBER FLOOR: RUBBER FLOOR (RB-1) RUBBER FLOOR - MFR: TARKETT COLOR: SOLID NIGHT (507) CARPET: LINEAR METAL CEILING: METAL SLAB (MS-1) MFR: HUNTER DOUGLAS COLOR: ANIGRE (8453) ACOUSTICAL PANEL: (AP-1) SONIC TACKABLE HIGH-IMPACT PANEL MFR: LAMVIN COLOR: TBD PAINT (PT-4) PAINT - MFR: BENJAMIN MOORE COLOR: STEM GREEN (2029-40) ACOUSTICAL CEILING TILE (ACT-2) ACOUSTICAL CEILING TILE MFR: ARMSTRONG TYPE: CALLA PRIVVASSURE LAY IN, SMOOTH TEXTURE COLOR: WHITE LAY IN CEILING TILE (LCT-1) LAY-IN AND SCREW-IN CEILING TILE MFR: ARMSTRONG TYPE: METALWORKS SECURE LOCK, SMOOTH TEXTURE PERFORRATION: UNPERFORATED (P1) COLOR: WHITE SEALED CONCRETE (SC-1) SEALED AND / OR NON-SLIP EPOXY OVER CONCRETE MFR: TBD COLOR: CLEAR FINISH: MATTE RUBBER BASE (BB-1) RUBBER WALL BASE MFR: JOHNSONITE COLOR: 20 CHARCOAL TYPE: RESILIENT WALL BASE PAINT (PT-1) ACOUSTICAL CEILING TILE (ACT-1) ACOUSTICAL CEILING TILE MFR: ARMSTRONG TYPE: DUNE WITH TEGULAR, FINE TEXTURE COLOR: WHITE PAINT - MFR: BENJAMIN MOORE COLOR: SEBRING WHITE (1492) PAINT (PT-2) PAINT - MFR: BENJAMIN MOORE COLOR: NORTHERN CLIFFS (1536) PAINT (PT-3) PAINT - MFR: BENJAMIN MOORE COLOR: BEDFORD BLUE (1679) CARPET (C-1) MFR: SHAW CONTRACT COLLECTION: GLIMMER TILE COLOR: FLASHPOINT (GLIMMER TILE 59329) CARPET (C-2) MFR: SHAW CONTRACT COLLECTION: COLOR: DISAPPEAR (COLOR FRAME TILE 5T081) CARPET (C-3) CARPET - MFR: STATICWORX COLOR: FOREST FLOOR (4109) CARPET (C-4) CARPET - MFR: SHAW CONTRACT COLOR: SKY (68402) CARPET (C-5) CARPET -ANTI-MICROBRIAL CARPET COUNTER (CN-1) COUNTER - MFR: CORIAN COLOR: VERANO WHITE COUNTER (CN-2) COUNTER - MFR: CESARSTONE COLOR: ICEBERG (3144) COUNTER (CN-3) COUNTER - MFR: CORIAN COLOR: ANTARCITA COUNTER: PAINT: TILE: TILE (T-1) MFR: AMERICAN OLEAN COLOR: WHITE FABRIC (IF50) TILE (T-2) MFR: AMERICAN OLEAN COLOR: GRAY FABRIC (IF55) CONCRETE: CEILING BASEBOARD: SHEET VINYL : SHEET VINYL (SV-2) SHEET VINYL - MFR: SHAW CONTRACT LVT COLOR: OXIDIZE SHEET VINYL (SV-3) SHEET VINYL - MFR: ARMSTRONG MEDINITECH COLOR: IXIA (0601V) TILE (T-3) MFR: DALTILE STYLE: MOSAIC FINISH: MATTE COLOR: NOCE PF11 BASE: PROVIDE INTREGAL COVED BASE (FLOOR) TILE (T-4) MFR: DALTILE STYLE: AMBASSADOR FINISH: MATTE COLOR: MATTE WANDERLUST WHITE AM36 (WALL) TILE (T-5) MFR: DALTILE STYLE: CASCADING WATERS FINISH: GLASS COLOR: EARTH TIDE CW44 (ACCENT STRIP) TILE (T-6) MFR: DALTILE STYLE: MOSAICS FINISH: MATTE COLOR: ARCTIC WHITE 07090 (CEILING) CHAIR RAIL: CHAIR RAIL (CR-1) CHAIR RAIL - MFR: PROTEK SYSTEMS, INC. FINISH: #4 SATIN WALL : GYP BOARD (GYP-1) GYPSUM BOARD MFR: USG GYP BOARD (GYP-2) STC 60 WALL ASSEMBLY WITH ACOUSTICAL GWB FACE LAYER OVER IR GWB MFR: USG EPOXY (XPT-1) EPOXY - MFR: BENJAMIN MOORE TYPE: POLYAMIDE EPOXY COATING COLOR: WHITE RUBBER FLOOR: RUBBER FLOOR (RB-1) RUBBER FLOOR - MFR: TARKETT COLOR: SOLID NIGHT (507) CARPET: LINEAR METAL CEILING: METAL SLAB (MS-1) MFR: HUNTER DOUGLAS COLOR: ANIGRE (8453) ACOUSTICAL PANEL: (AP-1) SONIC TACKABLE HIGH-IMPACT PANEL MFR: LAMVIN COLOR: TBD PAINT (PT-4) PAINT - MFR: BENJAMIN MOORE COLOR: STEM GREEN (2029-40) ACOUSTICAL CEILING TILE (ACT-2) ACOUSTICAL CEILING TILE MFR: ARMSTRONG TYPE: CALLA PRIVVASSURE LAY IN, SMOOTH TEXTURE COLOR: WHITE LAY IN CEILING TILE (LCT-1) LAY-IN AND SCREW-IN CEILING TILE MFR: ARMSTRONG TYPE: METALWORKS SECURE LOCK, SMOOTH TEXTURE PERFORRATION: UNPERFORATED (P1) COLOR: WHITE RESERVED VAN ACCESSIBLE MINIMUM FINE $250 DIA. 12"3' - 6" DEPTH6"2" DIA. FENCE POST @ 8'-0" O.C. MAX. TYP. PER MFR. 12" DIA. CONC. POST FOOTING PER MFG. RECOMMENDATIONS CONC. / ASPHALT. FIELD VERIFY FINISH NOTE: COORDINATE WITH MFR FENCE FOR ADDITIONAL INFORMATION REGARDING POST FOOTINGS. (N) 2"∅END POST (E) CHAIN-LINK FENCE (N) 2"∅END POST (N) CHIN-LINK FENCE (N) MIDDLE BRACE RAIL (N) BOTTOM BRACE RAIL NOTE: 1.INSTALL CHAIN-LINK FENCE, POST, COVER PER MANUFACTURE SPECIFICATIONS. EQ (8'-0" MAX.)EQ (8'-0" MAX.)OR MATCH (E) FENCE HEIGHT8' - 0" MAX.EQ.EQ.A800 9 TYP A - DETECTABLE WARNING TRUNCATED DOMES NOMINAL 2.3-2.4" PLAN VIEW SECTION A 0.45-0.47"0.18-0.22"0.9 - 0.92"NOTE: 1. TRUNCATED DOMES SHALL BE AC APPROVED. 2. TRUNCATED DOMES CONTRAST TO ADJACENT PAVING MIN. 3. COLOR OF THE DECTECTABLE WARNINGS TO BE YELLOW, AS PER FS 33538 OF THE FEDEREAL STANDARD 595C, WITH 36" LENGTH HOUR CHARGING 7 6AM PMTO EXCEPT FOR ELECTRIC VEHICLE CHARGING 1' - 0"1' - 6"SIGN CONSTRUCTION TO BE 18 GAUGE T3 ALUMINUM W/ REFLECTORIZED RED LETTERS ON WHITE BACKGROUND. BACKED ENAMEL FINISH. MOUNT SIGN W/ 2-5/16" CARRAGE BIKTS W/ PEENED THREADS. 2" DIA. GALV. STL. STD. GAUGE FENCE POST. EMBED 18" INTO 12" DIA. x 24" DP. CONC. FTNG. NOTE: SIGN TO BE MOUNTED 60" FROM FINISH GRADE TO BOTTOM OF SIGN 11B-812.8.1 FOUR OR FEWER. WHERE FOUR OR FEWER TOTAL EVCS ARE PROVIDED, IDENTIFICATION WITH AN INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA) SHALL NOT BE REQUIRED80" MIN.10" MIN.7" MIN. WHITE SYMBOL COLOR 15090 PER FEDERAL STANDARD 595C BLUE BACKGROUND REFLECTORIZED SIGN,70 SQ. IN. MIN. VAN ACCESSIBLE SIGN WHERE REQUIRED 2" DIA. GALV. STL. STD. GAUGE FENCE POST EMBED 21" INTO 12" DIA. x 24" DP. CONC. FTNG. NOTE: 1. SIGN TO BE CENTERED IN FRONT OF EACH H.C. PARKING STALL WITHIN CLEAR VIEW BUT NOT TO OBSTRUCT PASSAGE FROM PARKING 4' - 0"3' - 0"3' - 6"6"2"CROWN TOP WELD 1/4" [6] THICK STEEL TABS FOR CHAIN & LOCK (IF REQ.) 4" GALV. STEEL PIPE FILLED W/ CONC/ TO BE PAINTED W/ YELLOW PAINT ROUND CONCRETE F.G. MIN. 12" CONCRETE FOOTING PER STRUCTURALU.O.N.6"9"6" 1/2" DIA CONTINUOUS STEEL BARCURB LINE2" WEAKENED PLANE JOINT TOP OF ASPHALT 1/2" R 1 3 CONCRETE FOOTING 11" 2 "2"FRONT ELEVATION PLAN VIEW SIDE ELEVATION PAINT STRIPING PER PLAN 4' LONG CONC. WHEEL STOP w/REINF. PER MANUF. RECOMMENDATIONS FROM EDGE OF STALL, BLDG, OR PROPERTY LINE U.N.O. INSTALL ANCHORS PER MANUF. INSTRUCTIONS TOP OF PARKING LOT FINISH SURFACE NOTE: ALL WHEEL STOPS TO BE PLACED ON DRIVERS SIDE OF STALL TYP.5 1/2"6"4' - 0"5 1/2"2' - 0" 7" 2 1/2" CHARACTERS & SYMBOLS SHALL CONTRAST W/ THEIR BACKGROUND EITHER LIGHT BLUE CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON LIGHT BACKGROUND 3' - 0"3' - 0"3' - 0"3' - 0"OR MATCH (E) FENCE HEIGHT8' - 0" MAX.OR PER MFR. EQ.OR PER MFR. EQ.(N) LOCATION 4' - 4" CLR. FIELD VERIFY (E) 2"∅END POST (E) CHIN-LINK FENCE (E) MIDDLE BRACE RAIL (E) BOTTOM BRACE RAIL (E) GATE LATCH (E) 4'-0" W. CHAIN-LINK GATE TOBE RELOCATED (FIELD VERIFY GATE SWING) A800 9 TYP 3' - 6"1' - 0"1' - 6"SIGN CONSTRUCTION TO BE 18 GAUGE T3 ALUMINUM W/ REFLECTORIZED RED LETTERS ON WHITE BACKGROUND. BACKED ENAMEL FINISH. MOUNT SIGN W/ 2-5/16" CARRAGE BIKTS W/ PEENED THREADS. 2" DIA. GALV. STL. STD. GAUGE FENCE POST. EMBED 18" INTO 12" DIA. x 24" DP. CONC. FTNG. NOTE: SIGN TO BE MOUNTED 80" FROM FINISH GRADE TO BOTTOM OF SIGN, MINIMUM RESERVED FOR CARPOOL K-3324KATHRYNTO ILETVITREO US CHINA SET TOP OF FLOOR DRAIN 1/2" BELOW FIN. FLR. SLOPE FLOOR TO FLOOR DRAIN FLASHING CLAMP W/ 4 LB. SHEET LEAD FLASHING FLOOR DRAIN WITH GRATE FINISH FLOOR PER SCHED. DRAINAGE PER PLUMBING THINSET LEVEL CERAMIC TILE (0'-0" ELEV) FLOOR DRAIN PER 11/A801 (-1/4" ELEV)1'-6"24" MAX.38"-43" A.F.F.HI-LOW DRINKING FOUNTAIN FACE OF WALL FACE OF WALL FACE OF WALL FACE OF WALL 30" x 48" FLOOR SPACE ELEVATION PLAN SIDE VIEW27" MIN.36" MAX.16" MIN.1' - 4" MIN. EQ EQ FLOOR SPACE 32" CLR MIN. 1' - 6" 5" MAX.A. ALL ACCESSORIES TO BE ACCESSIBLE UNLESS NOTED OTHERWISE. B. ALL ITEMS SHOWN NOT NECESSARILY USED. C. FOR MIRROR INSTALLATION ABOVE CERAMIC TILE (CT) PROVIDE HARDBOARD FURRING BEHIND MIRROR FLUSH WITH FACE OF CT WAINSCOT. HOLD EDGE BACK FROM EDGE OR MIRROR. SEAL THE RESULTING REVEAL WITH SANITARY SEALANT. D. PROVIDE MOUNTING SUPPORTS AT ALL SHELVES, TOILET ACCESSORIES, MIRRORS, CLOCKS, CHALK BOARDS, MARKER BOARDS, WALL HOOKS, COAT RACKS/HOOKS, WOOD TRIM, DOOR BUMPERS, FIRE EXTINGUISHERS AND OTHER ITEMS TO BE SECURED TO WALL UNLESS OTHER MEANS OF SUPPORT ARE INDICATED. E. PROVIDE MOUNTING SUPPORTS AT LOCATIONS REQUIRED BY OWNER FOR OWNER INSTALLED ITEMS. CONTRACTOR TO COORDINATE WITH OWNER. F. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR MARKING LOCATIONS OF ITEMS REQUIRING MOUNTING SUPPORTS. G. ALL PLAN DIMENSIONS SHOWN HERE ARE TYPICAL UNLESS NOTED OTHERWISE. REFERENCE FLOOR PLANS FOR ADDITIONAL ROOM DIMENSIONS. H. DOOR LOCATIONS SHOWN HERE ARE FOR EXAMPLE ONLY, REFERENCE FLOOR PLANS FOR ACTUAL DOOR LOCATION AND SWING. I. ALL FIXTURES AND ACCESSORIES AT T-24 & ADA ACCESSIBLE ROOMS TO MEET ACCESSIBLE CODE REQUIREMENTS. J. FAUCET CONTROLS & OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND & SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 lb/ft LEVER OPERATED, PUSH-TYPE & ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF-CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. K. FLUSH CONTROL SHALL BE ON WIDE SIDE OF TOILET COMPARTMENT AT ALL ACCESSIBLE STALLS. L. WHERE ONLY ONE TYPE OF TOILET FIXTURE OR ACCESSORY IS USED IT SHOULD BE ACCESSIBLE FOR DISABLED PERSONS. M. "STD." INDICATES STANDARD DIMENSIONS. MIRROR 3' - 4" MAX.2' - 10" MAX.2' - 3" MIN.BOTTOM OF REFLECTIVE SURFACE 3' - 4" MAX.SOAP DISPENSER FLR. SPACE 2' - 6" CLR. *SEE UNDER SINK CLEARANCES PER 7/A801 PORCELAIN TILE; THIN-SET NOTE: SEE FINISH PLAN FOR LOCATION AND EXTENT OF CERAMIC TILE FINISH ALUMINUM SCHLUTER COVE CERAMIC TILE FINISH SCHEDULE SEE WALL TYPES PER PLAN SLAB PER STRUCTURE WATERPROOF MEMBRANE WATERPROOF MEMBRANE OVER CEMENT BACKER BOARD SLOPE TO DRAIN 1% MIN., 2% MAX. 30" X 48" CLR. FLR. SPACE 1' - 6"URINAL PARTITION4' - 10"1' - 0"MIN. 1' - 3" PROVIDE BACKING @ CONNECTIONS PER 9/A803 MAX.1' - 5"14" - 17" MIN. 1' - 3" MIN. 1' - 3" 9 A803 MIRROR PAPER TOWEL DISPENSER & DISPOSAL FINISH FLOOR DIAPER CHANGING TABLE HIGHEST PART OF OPERABLE CONTROLS SIDE FRONT POSITION 4" MAX PROJECTION IN CLOSED 27" MIN. CLR.HANDLE IN CLOSED POSITION4' - 0" MAX. TO TOP OF3' - 4" MAX.MAX.1' - 7"WARM AIR HAND DRYER 4" MAX PROJECTION TOILET SEAT COVER DISPENSER PAPER TOWEL DISPENSER SANITARY NAPKIN DISPENSER TOILET PAPER DISPENSER, 3" MAX. PROJECTION FROM WALLIN OPEN POSITION2' - 10" MAX.5' - 0" MIN.OF GRIPPING SURFACE33" -36" TO TOP17" - 19"32" MIN. 1' - 0" MIN.2' - 0" MIN. GRAB BAR FLUSH VALVE ON WIDE SIDEWALL OR TOILET PARTITIONWALL OR TOILET PARTITION5' - 0"1' - 0"GRAB BAR OF GRIPPING SURFACE33" X 36" TO TOPTOILET SEAT COVER DISPENSER 3' - 6" MIN. MAX. 1' - 0"3' - 4" MAX.7" - 9" MAX1' - 7"1-1/2" MIN.WITH OUTSWING DOOR 60" MIN. @ SIDE ENTRY FRONT ENTRY 48" MIN. @ 1,13 A804 1,13 A804 4 X 6 BLOCK BETWEEN STUDS W/ SIMPSON A-34 TOP & BOTTOM EA. END SUPPORT MAX. 48" O.C. #12 WOOD SCREWS EMBED. 3" MIN. 2x WOOD STUD WALL 1 1/2"1 1/2" LOCATE STUD BEHIND GYP. BD. FINISH GYP. BD. PER WALL TYPE GRAB BAR ATTACH W/ (3) #14 FLATHEAD S.S. SHEET METAL SCREWS 16 GA. MIN. STEEL PLATE GRIND ALL EDGES SMOOTH GRAB BAR 11/2" O.D. NOTE: 48" GRAB BAR -MINIMUM 3 STUDS 36" GRAB BAR -MINIMUM 2 STUDS INSTALLATION OF GRAB BARS BY CONTRACTOR SHALL ASSURE THAT THE STRUCTURAL STRENGTH OF GRAB BARS, FASTENERS, AND MOUNTING DEVICES SHALL MEET THE FOLLOWING: 11/2" DIA. SS GRAB BAR (CONCEALED FASTENERS)33" A.F.F.MOUNTING FLANGE W/ 2-14 GA x MTL. SCREWS S.S. COVER PLATE A. BENDING STRESS IN A GRAB BAD INDUCED BY THE MAXIMUM BENDING MOMENT FROM THE APPLICATION OF A 250-LB(1112N) POINT LOAD SHALL BE LESS THAN ALLOWABLE STRESS FOR THE MATERIAL OF THE GRAB BAR. B. SHEAR STRESS INDUCED IN A GRAB BAR BUT THE APPLICATION OF A 250- LB(1112N) POINT LOAD SHALL BE LESS THAT THE ALLOWABLE SHEAR STRESS FOR THE MATERIALS OF THE GRAB BAR, AND ITS MOUNTING BRACKET OR OTHER SUPPORT IS CONSIDERED TO BE FULLY RESTRAINED THEN DIRECT AND TORSIONAL SHEAR STRESSES SHALL NOT EXCEED THE ALLOWABLE SHEAR STRESS. C. SHEAR FORCE INDUCED IN FASTENER OR MOUNTING DEVICES FROM THE APPLICATION OF A 250-LB(1112N) POINT LOAD SHALL BE LESS THAT THE ALLOWABLE LATERAL LOAD OF EITHER THE FASTENER OR MOUNTING DEVICE OR THE SUPPORTING STRUCTURE, WHICHEVER IS THE SMALLER ALLOWABLE LOAD. D. TENSILE FORCE INDUCED IN A FASTENER BY DIRECT TENSION FORCE OF A 250- LB(1112) POINT LOAD, PLUS THE MAXIMUM MOMENT FROM THE APPLICATION OF A 250-LB(1112) POINT LOAD, SHALL BE LESS THAN THE ALLOWABLE WITHDRAWAL LOAD BETWEEN THE FASTENER AND SUPPORTING STRUCTURE. E. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. 35/8" METAL STUD OR 16 GA. PLATE WATER RESISTANT GYP. BD. CERAMIC TILE WAINSCOT TYP. 1 1/2" CLR.4"PLATE LENGHT EQ GRAB BAR LENGTH SEE NOTE BELOW EQ 4" MAX FOR PROJECTIONS WITHIN 80" OF F.S.WHEN HIGHER THAN 27"MECHANISMS SHALL BE OPERABLE W/ ONE HAND & SHALL NOT REQUIRE GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO MORE THAN 5 LBS. LEVER OPERATED, PUSH-TYPE & ELECTRONICALLY CONTROLLED MECHANISMS ARE ACCEPTABLE. SELF-CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. HOT WATER AND DRAIN PIPES UNDER ACCESSIBLE SINK SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE OBJECTS OR SURFACES UNDER SINK. AREA NOT HATCHED BELOW COUNTER MUST BE ACCESSIBLE AND CLEAR. FIN. FLOOR 7"NO BASE2' - 10"2' - 10"9"8" MIN. 1' - 5"CLR.9"ELEVATIONSECTION 5/8" GYP. BD. INSULATION PER WALL TYPE 5/8" GYP. BD. @ ALL SIDES OF OPENINGS AT INTERIOR FIRE RATED WALLS ONLY. NOT REQUIRE FOR OUTSIDE FACING FE CABINETS ON EXTERIOR SIDE OF EXTERIOR WALLS 2A10BC SQUARE TRIM ROUGH OPENING: 25"H X 101/2"W X 4"D WALL PER PLAN PULL HANDLEPULL HANDLE HIGHEST PART OF OPERATING HANDLE MAX.4' - 0"4' - 0"TYP.1 1/4"1' - 1"27"4" MAX. TO FACE OF HANDLE STEEL, WHITE, SEMI-RECESSED ROLLED EDGE (NOT TO EXCEED 4" PROJECTION), FULL GLASS WITH TEMPERED SAFETY GLASS MAX.4' - 0"SURFACE MOUNTED FIRE EXTINGUISHER CABINET AT METAL STUD WALL EXPANSION ANCHORS PER PRODUCT APPROVAL EXISTING METAL STUD WALL SECTION DETAIL A: SURFACE MOUNTED -PORTABLE FIRE EXSTINGUISHERMAX.2' - 3"PULL HANDLE # 10 SMS @ EA CORNER TO BACKING PER 9/A803 DETAIL B: SEMI-RECESSED I1 3-5/8" MTL. TRACK, SEE WALL FRAMING SHEETS FOR CONNECTION INFORMATION FLOORING PER FINISH SCHEDULE EXISTING CONCRETE FLOORING 5/8'' TYPE 'X' GYP. BD. 3-5/8" 20 GA. MTL. STUD @ 16" O.C. FRAMING W/ SOUND ATTENUATED INSULATION I2 5/8'' TYPE 'X' GYP. BD. BOTH SIDE EXISTING CONCRETE FLOORING 3-5/8" 20 GA. MTL. STUD @ 16" O.C. FRAMING W/ SOUND ATTENUATED INSULATION I3 6" 18 GA. MTL. STUD @ 16" O.C. FRAMING W/ SOUND ATTENUATED INSULATION 6" MTL. TRACK, WALL FRAMING SHEETS FOR CONNECTION INFORMATION FLOORING PER FINISH SCHEDULE EXISTING CONCRETE FLOORING 5/8'' TYPE 'X' GYP. BD. BOTH SIDES I4 CERAMIC TILE PER FINISH SCHEDULE 5/8'' TYPE 'X' GYP. BD. 3-5/8" 20 GA. MTL. STUD @ 16" O.C. FRAMING W/ SOUND ATTENUATED INSULATION 3-5/8" MTL. TRACK, SEE WALL FRAMING SHEETS FOR CONNECTION INFORMATION FLOORING PER FINISH SCHEDULE EXISTING CONCRETE FLOORING 1/2" CEMENT BACKER BD. I5 I6 HUNTER DOUGLAS 300c LINEAR PLANK MUTLI BOX CONT. WALL WALL BASE PER FINISH SCHEDULE 3-5/8" MTL. TRACK, SEE WALL FRAMING SHEETS FOR CONNECTION INFORMATION FLOORING PER FINISH SCHEDULE WALL BASE PER FINISH SCHEDULE WALL BASE PER FINISH SCHEDULE WALL BASE PER FINISH SCHEDULE CERAMIC TILE PER FINISH SCHEDULE 5/8'' TYPE 'X' GYP. BD. 6" 18 GA. MTL. STUD @ 16" O.C. FRAMING W/ SOUND ATTENUATED INSULATION 6" MTL. TRACK, SEE WALL FRAMING SHEETS FOR CONNECTION INFORMATION FLOORING PER FINISH SCHEDULE EXISTING CONCRETE FLOORING 1/2" CEMENT BACKER BD. WALL BASE PER FINISH SCHEDULE 5/8'' TYPE 'X' GYP. BD. EXISTING CONCRETE FLOORING 3-5/8" 20 GA. MTL. STUD @ 16" O.C. FRAMING W/ SOUND ATTENUATED INSULATION 3-5/8" MTL. TRACK, SEE WALL FRAMING SHEETS FOR CONNECTION INFORMATION FLOORING PER FINISH SCHEDULE WALL BASE PER FINISH SCHEDULE I7 5/8'' TYPE 'X' GYP. BD. EXISTING CONCRETE FLOORING 6" 18 GA. MTL. STUD @ 16" O.C. FRAMING W/ SOUND ATTENUATED INSULATION 6" MTL. TRACK, SEE WALL FRAMING SHEETS FOR CONNECTION INFORMATION FLOORING PER FINISH SCHEDULE WALL BASE PER FINISH SCHEDULE I8 3-5/8" MTL. TRACK, SEE WALL FRAMING SHEETS FOR CONNECTION INFORMATION 1/2" PLY. WD. 3-5/8" 20 GA. MTL. STUD @ 16" O.C. FRAMING W/ SOUND ATTENUATED INSULATION HUNTER DOUGLAS 300c LINEAR PLANK MUTLI BOX CONT. WALL OR EQUAL IN 8453 ANIGRE OR APPROVED EQUAL TYP. 1/2" PLY. WD. I9 3-5/8" MTL. TRACK, SEE WALL FRAMING SHEETS FOR CONNECTION INFORMATION FLOORING PER FINISH SCHEDULE EXISTING CONCRETE FLOORING 5/8'' TYPE 'X' GYP. BD. 3-5/8" 20 GA. MTL. STUD @ 16" O.C. FRAMING W/ SOUND ATTENUATED INSULATION HUNTER DOUGLAS 300c LINEAR PLANK MUTLI BOX CONT. WALL WALL BASE PER FINISH SCHEDULE 1/2" PLY. WD. 3/8" BULLET RESISTANCE PANEL UL LEVEL 3 I10 3-5/8" MTL. TRACK, SEE WALL FRAMING SHEETS FOR CONNECTION INFORMATION 1/2" PLY. WD. 3-5/8" 20 GA. MTL. STUD @ 16" O.C. FRAMING W/ SOUND ATTENUATED INSULATION HUNTER DOUGLAS 300c LINEAR PLANK MUTLI BOX CONT. WALL IN 8453 ANIGRE OR APPROVED EQUAL TYP. 3/8" BULLET RESISTANCE PANEL UL LEVEL 3 I11 5/8'' TYPE 'X' GYP. BD. BOTH SIDES EXISTING CONCRETE FLOORING 3-5/8" 20 GA. MTL. STUD @ 16" O.C. FRAMING W/ SOUND ATTENUATED INSULATION 3-5/8" MTL. TRACK, SEE WALL FRAMING SHEETS FOR CONNECTION INFORMATION FLOORING PER FINISH SCHEDULE WALL BASE PER FINISH SCHEDULE 3/8" BULLET RESISTANCE PANEL UL LEVEL 3 I12 CERAMIC TILE PER FINISH SCHEDULE BOTH SIDES 6" 20 GA. MTL. STUD @ 16" O.C. FRAMING W/ SOUND ATTENUATED INSULATION 6" MTL. TRACK, SEE WALL FRAMING SHEETS FOR CONNECTION INFORMATION FLOORING PER FINISH SCHEDULE EXISTING CONCRETE FLOORING CEMENT BACKER BD BOTH SIDES WALL BASE PER FINISH SCHEDULE CERAMIC COVE BASE PER FINISH SCHEDULE I13 3-5/8" MTL. TRACK, SEE WALL FRAMING SHEETS FOR CONNECTION INFORMATION FLOORING PER FINISH SCHEDULE EXISTING CONCRETE FLOORING 5/8'' TYPE 'X' GYP. BD. 5-1/2" 16 GA. MTL. STUD @ 16" O.C. FRAMING W/ SOUND ATTENUATED INSULATION HUNTER DOUGLAS 300c LINEAR PLANK MUTLI BOX CONT. WALL WALL BASE PER FINISH SCHEDULE 1/2" PLY. WD. I14 (3) 1/2" SHEETROCK FIRECODE C CORE GYP. BD. EXISTING CONCRETE FLOORING 3-5/8" 20 GA. MTL. STUD @ 24" O.C. 3-5/8" MTL. TRACK, SEE WALL FRAMING SHEETS FOR CONNECTION INFORMATION FLOORING PER FINISH SCHEDULE WALL BASE PER FINISH SCHEDULE 3" THERMAFIBER SAFB U419 / U455 3HR RATED 3 3/4" AIR GAP V.I.F. 7/8" CEMENT PLASTER (STUCCO) O/ SELF-FURRING LATH O/ 5/8" PLY.WD. SHEATHING CONNECT TO (E) STRUCTURE PER 4/A803 FINISH PER WALL TYPESGAP3/4"MAXTRAK SLOTTED DEFLECTION TRACK METAL STUDS PER WALL TYPE MTL. STUDS PER PLAN BRACE MID-HEIGHT (ICC ESR -3064P) BOTT. TRACK CONNECT TO (E) CONCRETE SLAB PER 5/8" TYPE 'X' GYP. BD. 1 LAYER EA. SIDE ATTACH TO STUDS W/ 1" TYPE S DRYWALL SCREWS @ 8" O.C. TO VERT. EDGES & 12" O.C. TO TOP & BOTT. RUNNERS & STAGGER ALL JOINTS DEFLECTION TOP TRACK PER ROOF FRAMING/ STRUCTURE ABOVE (EXISTING) FIN. FLR. WALL BRACING PER 8'-4" MAX.FINISH PER WALL TYPES /6 A803 /10 A803 /4 A803 DOUBLE STUDS @ SIDES OF OPENING USE #10 SELF-TAPPING SHEET METAL SCREWS WHEN ATTACHING ITEMS TO BACKING PLATE. STRUCTURE ABOVE PER 6/A803 FINISH CEILING PER REFLECTED CEILING PLAN CASEWORK PER INTERIOR ELEVATION OR EQUIPMENT ANCHORED TO WALL 6"x16 GA. STEEL TRACK BACKING TRACK CONC. SUB-FLOOR NOTE: 5' - 0" MAX. /8 A803 ALLOWED NO DUCT PENETRATION PROVIDE 16 GA. STUD MIN BRACE PER ABOVE ANGLE PER ABOVE - FASTEN TO TOP TRACK W/ 3-#10 S.M.S. STUD WALL PER PLAN 12 GA.x3"x3" ANGLE U.O.N. 400S162-54 BRACE SAME SECTION AS WALL STUD W/ (4) #10 S.M.S. TO ANGLE ALTERNATE BRACES EA SIDE AT INTERIOR WALLS, 2 BRACES MIN PER WALL ROOF FRAMING / STRUCTURE ABOVE (EXISTING) CONT. 35/8" x 20 GA. LEDGER W/ 2-#6 S.M.S. TO EA. STUD CLIP FLANGES AND BEND WEB, ATTACH TO LEDGER W/ (4) #10 SMS STUD WALL PER PLAN (4) #12 SMS @ BARE METAL DECK, (2) 3/8"Ø HILTI KB-TZ W/ 2" EFFECTIVE EMBED INTO CENTER OF LOWER FLUTE @ CONCRETE FILLED DECK (ICC ESR-1917) 8" TYP. 8" MIN 1"1" 1 MAX .BRACE LENGTH19'-8" M AX.A A A-A 400S162-54 STRONGBACK AT EACH BRACE WHERE LENGTH IS ≥7'-6", PROVIDE #10 SCREWS @ 12" O.C. TO BRACE (1ST SCREW 6" FROM ENDS) BRACE PER ABOVEMIN.6"CLG. PROVIDE LATERAL BRACES PER DETAIL 4/A804 TWO STUD BAYS EA. SIDE @ TOP & MIDPOINT 3 STUDS @ CORNERS EXISTING STRUCT. ABOVE NOTE: 1. TRACK & CORNERS 2. MULTIPLE STUDS TO BE WELDED (1/8" X1 @ 12" O.C.) 3. FRAMING DETAIL REFERENECED HERE CAN BE FOUND ON DETAIL 9/A803 OPEN. 8'-0" MAX. WINDOW OPENING 8'-0" MAX. 1' - 0"1' - 0" A9 A803 9 A803 C,D9 A803 D9 A803 E,F9 A803 E,F9 A803 9 A803 C,D G9 A803 H9 A803 B TOP TRACK SPLICE PER 6/A804 1. ALL STUDS SHALL BE PER S.S.M.A. ICC ESR-3064P, OR EQUAL. ALL STUDS, TRACK AND MISC. SECTIONS SHALL BE AS FOLLOW. STUDS & TRACK -18GA OR LIGHTER ASTM A653, SS GRADE 33 STUDS & TRACK -16GA OR HEAVIER ASTM A653, SS GRADE 54, CLASS 1 OR 3. ANGLES AND PLATES (ALL) ASTM A653, SS GRADE 33 SIZES AND GAUGES OF STUD FRAMING SHALL BE WALL TYPE UNLESS NOTED OTHERWISE ON THE PLANS PER DETAILS. 2. ALL TOP AND BOTTOM TRACKS SHALL BE 2 GA. HEAVIER THAN STUD GAGE, U.O.N. 3. ALL SHOTPINS SHOWN FOR CONNECTIONS TO METAL DECK AND/OR CONCRETE TOPPING ON STEEL DECK SHALL BE HILTI 0.157" DIA. X 1" X-U PER ICC ESR-2269. W/ 3/4" MIN EMBED FOR CONCRETE APPLICATIONS. MINIMUM SPACING = 12" O.C., U.O.N MINIMUM EDGE DISTANCE = 3" 4. ALL SHOTPINS SHOWN FOR CONNECTIONS TO STEEL FRAMING OR DECK CLOSURE PLATE SHALL BE 0.157" HILTI X-U ICC ESR-2269, OR EQUAL. MINIMUM SPACING = 12" O.C., U.O.N. MINIMUM EDGE DISTANCE = 1/2" 5. ALL SCREW FOR CONNECTIONS TO CONCRETE SLAB SHALL BE 3/16" TAPCON SCREW WITH 1.5" EFFECTIVE EMBEDMENT PER ESR-2202 OR EQUAL. MINIMUM SPACING = 16" O.C. U.O.N. MINIMUM EDGE DISTANCE = 2" 6.ALL SCREWS FOR CONNECTION BETWEEN GAUGE METAL PIECES SHALL BE #10 SHEET METAL SCREWS TYP. U.O.N. GRABBER SCREWS PER ICC-ESR-1271, OR EQUAL MINIMUM SPACING = 16" O.C. MINIMUM EDGE DISTANCE = 1/2" 7.ALL WELDING WILL BE DONE BY A CERTIFIED WELDER. 8.FOR WELDING USE ELECTRODE E60;. ALL VERTICAL WELDING WILL BE DONE DOWNWARD. 9.CONTRACTOR SHALL CONTACT ENGINEER FOR ANY TYPE OF DISCREPANCY 10. NO OFF SITE FABRICATION OR WELDING IS TO BE DONE. NOTE: REFER TO 2/A803 FOR MTL. STUDS PROPERTIES TRACK 0.7722.316600S162-43 0.447 0.262362S162-33 0.551 0.292 PROPERTIES STUDS 1.434 Sx (in3) 5.736800S162-54 0.670 Ix (in4)SECTION AREA (in2) SECTION Ix (in4) (EFFECTIVE)AREA (in2) NOTE NOTE 21/2" x 13/8" x 20 GA.0.197258S137-33 0.203 0.156 0.7393.600800T125-43 0.473 1.0654.653800T125-54 0.594 0.1030.166250T125-54 0.2252" x 11/4" x 16 GA. 0.1470.231250T125-43 0.225 600T125-54 0.480 2.221 0.653 600T125-43 0.383 1.750 0.515 0.346362T125-54 0.678 0.312 0.2450.531362T125-43 0.276 Sx (in3) (EFFECTIVE) 35/8" x 15/8" x 20 GA. 6" x 15/8" x 18 GA. 8" x 15/8" x 16 GA. 2" x 11/4" x 18 GA. 35/8" x 11/4" x 16 GA. 6" x 11/4" x 16 GA. 6" x 11/4" x 18 GA. 8" x 11/4" x 16 GA. 8" x 11/4" x 18 GA. 35/8" x 11/4" x 18 GA. CUT AND BEND FLANGES @ STUDS 3 #10 S.M.S. EACH STUD STUDS PER PLAN (16 GA. MIN) MIN 6"x16 GA. UNPUNCHED STEEL TRACK W/ MIN 2" FLANGES ONE PIECE ON MIN. OF 2 STUDS. EXTEND BACKING ONE STUD BAY BEYOND EDGE OF CABINET OR EQUIP. M A X .1 6 "4 "M A X .3M FIRE BARRIER CP 25 WB+ CAULK PACKING MATERIAL MIN. 3" (76 MM) MINERAL WOOL BATT INSULATION METAL PIPE OR CONDUIT TYPE "X" GYP. BD. RATED GYPSUM BOARD WALL ASSEMBLY STEEL SLEEVE (UL W-L-1003 < 12"∅- SCHEDULE 10 (OR HEAVIER) STEEL PIPE (UL W-L-1016 < 3"∅-SCHEDULE 10 (OR HEAVIER) STEEL PIPE, MULTIPLE PIPES AND/OR CONDUIT PROVIDED A MIN SEPARATION OF 1/4 IN. A 1-HR TO 2-HR FIRE RATED PARTITION *UL DESIGN #U405 -REFER TO DETAIL 13/A804 & 10/A804 FOR ADDITIONAL 1-HR FIRE RATED WALL INFORMATION F.F. ELEV. SILL HEAD PLAN FIRE SEALANT PER DETAIL 10/A804 1-LAYER 5/8" TYPE 'X' GYP. BD. AT EA. SIDE. REFER TO DETAIL 13/A804 FOR ADDITIONAL INFORMATION FIRE SEALANT PER DETAIL 13/A804 MTL. STUDS @ 16" O.C. PER PLAN UNDERSIDE CONNECTION PER DETAIL 10/A804 BATT INSUL. PER DETAIL 13/A804, TYP.1/2"B A803 A A803 A803 C A803 F A803 E A803 H A803 G A803 CONCRETE FLOOR SLAB TRACK CONTINUES @ SIDELIGHT FLOOR LINE #10 S.M.S EA. STUD @ EA. FLG. TRACK SAME GA. AS STUDS. 16 GAUGE DBL. STUDS @ EA. JAMB STUDS PER PLAN 16 GAUGE DBL. STUDS @ EA. JAMB MULTIPLE STUDS TO BE WELDED, TYP. 16 GAUGE TRACK SILL STUDS PER PLAN INTERMEDIATE STUD WHERE OCCURS #10 SHEET METAL SCREWS @ EA. INTERMEDIATE STUD #10 S.M.S. @ 12" O/C TYP. TOP OF PARTITION TOP OF PARTITION PARTITION TOP TRACK (NOT ATTACHED TO NESTING TRACK) 1-1/2" CLEAR NESTING TRACK TOP OF OPENING SECT. @ HEADER SILL STUD UNDER SILL BOTT. OF PART.BOTT. OF PART. #10 S.M.S. SCREWS TYP. @ 1 1/2" O.C. MAX STUD TRACK STUD TRACK 8'-0" MAX. SPAN 2-16 GAUGE STUDS @ EA. JAMB #10 S.M.S (3 MIN AT SILL) #10 S.M.S @ PARTITION TOP TRACK TO EA. STUD D 8"X 16 GA STUD NOTE: PLEASE NOTE THESE DETAILS ARE REFENENCED FROM DETAIL 8/A803 4-#10 SMS MIN, TYP NOTE: USE UNPUNCHED STUDS & TRACKS IN HEADER ASSEMBLY. (SAME GAGE AS STUD OR THICKER) (SAME GAGE AS STUD OR THICKER) SCALE: 3" = 1'-0" A803 6 WALL TO (E) STRUCTURE - TOP TRACK SCALE: 1" = 1'-0" A803 3 INT. PARTITION WALL SCALE: 12" = 1'-0" A803 1 TYP. FRAMING FOR CASEWORK SCALE: 1 1/2" = 1'-0" A803 10 TYP. WALL BRACING SCALE: 1/4" = 1'-0" A803 5 TYP. METAL STUD NON-BEARING PARTITION FRAMING SCALE: 3" = 1'-0" A803 4 STEEL STUDS GENERAL NOTES SCALE: 12" = 1'-0" A803 2 STUD PROPERTIES SCALE: 12" = 1'-0" REF: A810 A803 8 WALL MOUNTED ITEM MTL. BACKING SCALE: 1 1/2" = 1'-0" A803 7 RATED PENETRATION SCALE: 1 1/2" = 1'-0" A803 11 INTERIOR 1-HR RATED WALL 3 5/8" CONT. CHANNEL LEDGER 3-5/8" 20GA. MTL. JOISTS @ 24" O/C (8' SPAN MAX.) WRAP TUNNEL W/ 5/8" TYPE X GYP. BD. EA. SIDE SUSPENDED CEILING PER REF. CEILING PLAN , WHERE APPLICABLE 5/8" TYPE X GYP. BD. EA. SIDE 3-5/8" MTL. STUDS PER PLAN BOTT. TRACK CONNECT TO (E) CONCRETE SLAB PER 7/A803 #10 SMS @ EA. STUD FLANGE TO BOTTOM TRACK CLNG. PLANPER REF.MIN. 24"BRACING CONNECTION TO EXISTING STRUCTURE ABOVE 4' -0" O.C. PER DETAIL SUSPENDED CLNG. & INSULATION PER REF. CLNG. PLAN WHERE OCCURS MTL. STUDS PER PLAN W/ INSULATION WHERE OCCURS BOTTOM TRACK CONNECT TO (E) CONCRETE SLAB PER PER SCHED.CLNG. HEIGHT/4 A803 /10 A803 NOTE: 1.INSTALL STRAP AND BLOCKING @ 4' -0" MAX. VERTICALLY U.O.N. 2.FOR A NON-LOAD BEARING WALL WITH GYPSUM BOARD OR OTHER APPROVED ASTM RIGID FACING MATERIAL ATTACHED TO BOTH STUD FLANGES FOR THE ENTIRE HEIGHT OF THE WALL, NO BRIDGING IS REQUIRED. 3.FOR A NON-LOAD BEARING WALL WITH PARTIAL HEIGHT GYPSUM BOARD CONTINUOUS BRIDGING IS REQUIRED AT 4'-0" MAX. O.C. VERTICAL SPACING ABOVE THE ELEVATION AT WHICH THE BOARD IS TERMINATED. 4.FOR A NON-LOAD BEARING WALL WITH SHEATHING ON ONLY ONE SIDE, CONTINUOUS BRIDGING IS REQUIRED AT 4'-0" MAX. O.C. VERTICAL SPACING. #10 SMS AT EACH STUD 18 GA x 2" STRAP CONTINOUS INSTALL TAUT (2) #10 SMS TO STUD AND (4) #10 SMS TO BLOCKING TYPICAL 2" FLANGE TRACK, SIZE TO MATCH STUD, 16 GA. CLIP AND BEND FLANGE, INSTALL @ 48" MAX. O.C. & EA. END OF WALL STUD PER PLAN WALL FINISH F.F. ELEV. SILL PLAN 5/8" TYPE 'X' GYP BD STUD TRACK BASE PER FINISH SCHEDULE METAL STUD PER PLAN CONTINUOUS SEALANT, TYPICAL UNDERSIDE OF EXISTING STRUCTURE (E) PER-FAB CONCRETE WALL 6" PAST CEILING BRACE PER 10/A803 WIDTH TO MATCH TRACK 1'-0" SECTION OF 43 MIL STUD EQ.EQ. TRACK SPLICETOP TRACK STUD, TYP. (3) #10 SMS. EA. SIDE EA. FLANGE ON SIZES 18" X 18" AND LARGER. USE AUXILIARY SPRING. SPRING MUST BE SECURELY ATTACHED TO ANGLE BRACKET ON DOOR AND TO FRAMING ABOVE DOOR HINGE SPRING MUST BE INSTALLED SO THAT DOOR IS SELF-CLOSING TYPE "X" GYP. BD 24" X 24" MIN ACCESS PANEL TYPE "X" GYP. BD BOTH SIDES OF STUDS 1. STEEL FLOOR OR CEILING TRACKS -(NOT SHOWN) -TOP AND BOTTOM TRACKS OF WALL ASSEMBLIES SHALL CONSIST OF STEEL MEMBERS, MIN NO.20 MSG (0.0329 IN., MIN. BARE METAL THICKNESS) STEEL OR MIN. NO.20 GSG (0.036 IN. THICK) GALV STEEL OR NO.20 MSG (0.033 IN. THICK) PRIMED STEEL, THAT PROVIDED A SOUND STRUCTURAL CONNECTION BETWEEN STEEL STUDS AND TO ADJACENT ASSEMBLIES SUCH AS A FLOOR, CEILING AND/OR OTHER WALLS. ATTACHED TO FLOOR AND CEILING ASSEMBLIES WITH STEEL FASTENERS SPACED NOT GREATER THAN 24 IN. O.C. 2. STEEL STUDS -MIN 3-1/2 IN. WIDE, NO.20 MSG (0.0329 IN., MIN. BARE METAL THICKNESS) CORROSION PROTECTED COLD FORMED STEEL STUDS DESIGNED IN ACCORDANCE WITH THE CURRENT EDITION OF THE SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS BY THE AMERICAN IRON AND STEEL INSTITUTE. ALL DESIGN DETAILS ENHANCING THE STRUCTURAL INTEGRITY OF THE WALL ASSMEBLY, INCLUDING THE AXIAL DESIGN LOAD OF THE STUDS, SHALL BE SPECIFIED BY THE STEEL STUD DESIGNER AND/OR PRODUCER, AND SHALL MEET THE REQUIREMENTS OF ALL APPLICABLE LOCAL CODE AGENCIES. THE MAX. STUD SPACING OF THE WALL ASSEMBLIES SHALL NOT EXCEED 24 IN. O.C. (OR 16 IN. O.C. WHEN ITEM 5B IS USED). STUDS ATTACHED TO FLOOR AND CEILING TRACKS WITH 1/2 IN. LONG TYPE S-12 SCREWS ON BOTH SIDES OF STUDS OR WELDED OR BOLTED CONNECTIONS DESIGNED IN ACCORDANCE WITH THE AISI SPECIFICATIONS. 3. LATERAL SUPPORT MEMBERS -(NOT SHOWN) -WHERE REQUIRED FOR LATERAL SUPPORT OF STUDS, SUPPORT MAY BE PROVIDED BY MEANS OF STEEL STRAPS, CHANNELS OR OTHER SIMILAR MEANS AS SPECIFIED IN THE DESIGN OF A PARTICULAR STEEL STUD WALL SYSTEM. 4. GYPSUM BOARD* -GYPSUM BOARD BEARING THE UL CLASSIFICATION MARKING AS TO FIRE RESISTANCE. APPLIED VERTICALLY WITH JOINTS BETWEEN LAYERS STAGGERED. OUTER LAYER OF 3 LAYER CONSTRUCTION MAYBE APPLIED HORIZONTALLY UNLESS SPECIFIED BELOW. THE THICKNESS AND NUMBER OF LAYERS AND PERCENT OF DESIGN LOAD FOR THE 45 MIN., 1 HR., 1-1/2 HR AND 2 HR RATINGS ARE AS FOLLOWS: DESIGN NO. U425 (FOR EXTERNAL WALLS, RATINGS APPLICABLE FOR EXPOSURE TO FIRE ON INTERIOR FACE ONLY (SEE ITEMS 4 & 5) BEARING WALL RATING -45 MIN., 1, 1-1/2 OR 2-HR (SEE ITEMS 2 & 4) LOAD RESTRICTED FOR CANADIAN APPLICATIONS -SEE GUIDE BXUV7 274 4 INTERIOR WALL HORIZONTAL SECTION 275a 4 EXTERIOR WALL HORIZONTAL SECTION 55b5c5eor 5.GYPSUM SHEATHING -FOR EXTERIOR WALLS, 1/2 OR 5/8 IN. THICK CLASSIFIED OR UNCLASSIFIED EXTERIOR GYPSUM SHEATHING APPLIED VERTICALLY AND ATTACHED TO STUDS AND RUNNER TRACKS WITH 1 IN. LONG TYPE S-12 BUGLE HEAD SCREWS SPACED 12 IN. O.C. ALONG STUDS AND TRACKS. ONE OF THE FOLLOWING EXTERIOR FACINGS ARE TO BE APPLIED OVER THE GYPSUM SHEATHING. 7.BATTS AND BLANKETS -PLACED IN STUD CACITIES OF ALL EXTERIOR WALLS. MAY OR MAY NOT BE USED IN INTERIOR WALLS. ANY GLASS FIBER OR MINERAL WOOL BATT MATERIAL BEARING THE UL CLASSIFICATION MARKING AS TO FIRE RESISTANCE,OF A THICKNESS TO COMPLETELY FILL STUD CAVITY. NOTE: FOR TOP OF WALL TERMINATIONS, USE UL HW-D-0262 PER DETAIL 10/A804. ANY 1/2 IN. THICK UL CLASSIFIED GYPSUM BOARD THAT IS ELIGIBLE FOR USE IN DESIGN NO.X515. ANY 5/8 IN. THICK UL CLASSIFIED GYPSUM BOARD THAT IS ELIGIBLE FOR USE IN DESIGN NOS. L501, G512 OR U305 SEE GYPSUM BOARD (CKNX) CATEGORY -FOR NAMES OF CLASSIFIED COMPANIES OF 1/2 IN. OR 5/8 IN. THICK WALLBOARD. SEE BELOW FOR CLASSIFIED COMPANIES OF 3/4 IN. THICK WALLBOARD. ACADIA DRYWALL SUPPLIES LTD. -TYPE X CGC INC. -TYPES AR, IP-AR, IP-X3 OR ULTRACODE UNITED STATES GYPSUM CO. -TYPES AR, IP-AR, IP-X3 OR ULTRACODE INTERIOR WALLS EXTERIOR WALLS RATING WALLBOARD PROTECTION BOTH SIDES OF WALL - NO. OF LAYERS AND THKNS OF BOARD IN EACH LAYER % OF DESIGN LOAD 45 MIN.100*1 LAYER, 1/2 IN. THICK 1 HR.100*1 LAYER, 5//8 IN. THICK 1-1/2 HR.100*2 LAYERS, 1/2 IN. THICK 2 HR.80*2 LAYERS, 5/8 IN. THICK *3 LAYERS, 1/2 IN. THICK 100 RATING WALLBOARD PROTECTION BOTH SIDES OF WALL - NO. OF LAYERS AND THKNS OF BOARD IN EACH LAYER % OF DESIGN LOAD 45 MIN.100*1 LAYER, 5/8 IN. THICK 1 HR.100*2 LAYERS, 1/2 IN. THICK 1-1/2 HR.100*2 LAYERS, 5/8 IN. THICK 2 HR.100 *2 LAYERS, 3/4 IN. THICK 100 *3 LAYERS, 1/2 IN. THICK METAL STUD WALL PER PLAN FLAT PLATE CONNECTION PER 18/S104 SLIP TRACK CONNECTION PER 18/S104 GA NO. SRS 7204 STEEL RUNNER TRACK, FLEXIBLE SEALANT 2-HR FIRE RATING FIRE TEST: UL R11822 UL DESIGN HW-D-0262 COMPLETELY FILL GAP ABOVE GYPSUM PANELS WITH PROPRIETARY SMOKE AND SOUND BARRIER SEALANT FIRE DESIGN:STEEL RUNNER TRACK WITH MINIMUM DEPTH OF 1-1/4" ATTACHED TO FLOOR SLAB OR DECK. THE STEEL STUDS CUT 1/2" TO 3/4" SHORT AND POSITIONED INTO FLOOR RUNNER. GYPSUM BOARD APPLIED TO THE WALLS AS SPECIFIED IN THE LISTING FOR THE ONE OR TWO HOUR FIRE-RESISTANCE RATED SYSTEM WITH A NOMINAL GAP OF 5/8" BETWEEN THE TOP EDGE OF GYPSUM BOARDS AND THE BOTTOM OF THE FLOOR SLAB OR DECK AND FILLED WITH PROPRIETARY SMOKE AND SOUND BARRIER SEALANT. THE FIRST ROW OF SCREWS IN EACH LAYER OF GYPSUM PANEL IS LOCATED NOT LESS THAN 1" BELOW THE EDGE OF THE DRYWALL TRACK APPLIED TO THE FLOOR SLAB OR DECK. WHEN STEEL RUNNER TRACK IS INSTALLED PERPENDICULAR TO THE DECK FLUTES MINIMUM 4 PCF DENSITY MINERAL WOOL BATT INSULATION SHOULD BE FIRMLY PACKED INTO THE FLUTES OF STEEL DECK ACROSS TOP OF WALL. MINERAL WOOL FIRMLY PACKED INTO THE FLUTES OF THE STEEL DECK METAL STUD WALL PER PLAN SLIP TRACK CONNECTION PER 18/S104 COMPLETELY FILL GAP ABOVE GYPSUM PANELS WITH PROPRIETARY SMOKE AND SOUND BARRIER SEALANT MINERAL WOOL FIRMLY PACKED INTO THE FLUTES OF THE STEEL DECK PARALELL TO DECK FLUTES PERPENDICULAR TO DECK FLUTES 5/8" TYPE X GYPSUM PANELS CUT 5/8" MAX. FROM TOP OF PARTITION 5/8" TYPE X GYPSUM PANELS CUT 5/8" MAX. FROM TOP OF PARTITION #10 SMS EA. JOIST TOP AND BOTTOM. 5/8" GYP. B.D. CEILING / WALL W/ TYPE S SCREWS #10 x 1 5/8" PBH @ 12" MAX. O.C. METAL STUD WALL PER PLAN 2 -#10 SMS THROUGH FINISH TO EACH WALL STUD. CONT. TRACK SAME SIZE AND GA. AS JOIST WITH 2" FLANGE CEILING JOIST GYP. B.D. CEILING WHERE OCCURS . 1'-6 1/8" .. 5 1/16"4"- 8"INTERIOR 5/8" TYPE 'X" GYP. BD. KTC CLIP @ 20" O.C. BALCO 6GW-4-8 SYSTEM FLUSH MOUNTED WALL SYSTEM CLEAR ANODIZED FINISH ALUMINUM COVER MILL FINISH ALUMINUM BASE OR APPROVED EQUAL FASTENERS PER MANUFACTURER RECOMMENDATIONS METAL STUD FRAMING BALCO CMX -4 LOW PROFILE EXTERIOR WALL SYSTEM MILL FINISH ALUMINUM COVER MILL FINISH ALIMUNUM BASE w/45MIL EPDM WATER BARRIER 100% MOVEMENT COLOR:ALUMINUM SILICONE COLORS: TBD 10 1/2" 4" .90" (2MM) ALUM. (ALP090A1) CVRSPLC-(4)-CMX w/ @ SPLICE LOCATION TH14134AG w/NW1434 & 1/4" x 1/2" SLOTTED HOLE @ 20" O.C. EM3 SB12 @ 20" O.C. V3R R14112SP@ 20" O.C. NW14 @ 20" O.C. WB045 X 14" BSPLC-EM3 w/2x 6TEK-BP @ SPLICE LOCATIONS11/16".NOTE: FOR WATER BARRIER -APPLY A MASTIC SETTING BED, BY OTHERS SCALE: 1 1/2" = 1'-0" A804 7 ONE HOUR CORRIDOR SCALE: 1 1/2" = 1'-0" A804 3 TYPICAL PARTITION WALL A. NOT ALL DOOR AND FRAME TYPES SHOWN HERE MAY BE USED IN THIS PROJECT. B. FOR FRAME AND GLASS TYPES REFER TO PLANS, DOOR AND FRAME SCHEDULE, ELEVATIONS AND DETAILS. C. INSTALL TEMPERED GLASS PER CODE (UBC 2406). D. REFER TO PLANS FOR INTERIOR PARTITION TYPES AND EXTERIOR WALL TYPES. E. HOLLOW METAL FRAMES AT MASONRY PARTITIONS SHALL BE GROUTED SOLID. F. HOLLOW METAL FRAMES AT METAL STUD PARTITIONS SHALL BE SPOT GROUTED AT ALL FRAME ANCHORS WITH JOIN COMPOUND. G. REFER TO DOOR AND FRAME SCHEDULE FOR FRAME WIDTHS AND FOR DOOR INFORMATION. H. CONTINUE GYP. BD. OF HIGHER FIRE RATED WIDTHS AND FOR DOOR INFORMATION. I. CONTINUE GYP. BD. OF HIGHER FIRE RATED PARTITION CONTINUOUSLY PAST LOWER RATED, INTERSECTING PARTITION(S) TYPICAL. J. FOR GLAZING TYPES SEE DOOR SCHEDULE & SPECIFICATION SECTION 088000. K. ANY SIDELITE AND WINDOWS AT RATED OPENING SHALL NOT EXCEED 25 PERCENT OF THE AREA OF COMMON WALL WITH ANY ROOM.10" MAXMFR DIM1'-1" MAXMFR DIMEQUALQUANTITY OF HINGESVARIES, REFER TONOTES BELOWEQUALQUANTITY OF HINGESVARIES, REFER TONOTES BELOWNET DOOR HEIGHT3'-4" (40") NOMINAL3'-6" (42")3'-8" (44")DOOR CLEARANCES -1/8" AT HEAD, JAMBS & THRESHOLDS -1/4" TO CARPET -1/2" TO FINISH FLOOR OTHER THAN CARPET FRAME HEAD RABBET GENERAL NOTES A. INFORMATION SHOWN HERE IS FOR REFERENCE ONLY. B. REFER TO DOOR AND FRAME DETAILS FOR VARIATIONS TO THE DETAIL. C. REVISIONS AS PER MANUFACTURER AND LOCAL CODE VARIATIONS ARE TO BE SUBMITTED FOR REVIEW AND FINAL APPROVAL. D. USE 3 HINGES FOR DOORS UP TO AND INCLUDING 7'-6". SEE SPEC. 087100.2.2 FOR E. ADD 1 HINGE FOR EACH 2'-6" IN HEIGHT OR FRACTION THEROF AND FOR DOORS GREATER THAN 3'-6" IN WIDTH. F. ALL OPERATING HARDWARE SHALL BE MOUNTED BETWEEN 34"-44" A.F.F. UNLESS DIRECTED OTHERWISE BY APPLICABLE CODES. G. EXTEND DOOR OPENING JAMBS AND DOOR-TO-DOOR MULLIONS 1/8" BELOW THE FINISH FLOOR ELEVATION WHEN THE FLOOR FINISH IS TO BE INSTALLED AFTER FRAME. FOR REVIEW AND FINAL APPROVAL. HINGES TYPE DOOR PROVIDE 1/4" BETWEEN PLATE AND BOTTOM FO DOOR 10" ADA KICKPLATE OR AS SCHEDULED -PLATES ARE NOT TO EXCEED 1'-4" (16") AT RATED DOORS BOTTOM OF FRAME CL OF DEADLOCK STRIKE OF PUSH PLATE CL OF DOOR PULL GRIP AND OF PUSH-PULL BAR CL OF STRIKE FOR LEVERS, LOCKS, HANDLE SETS, ROLLER LATCHES, AND FIRE EXIT DEVICES CL OF HINGE CL OF HINGE CL OF HINGE HOLLOW METAL STOP DOOR TO DOOR (EXPOSED MULLION)C A GLASS TO GLASS B GLASS TO DOOR JAMB (TRANSOM SIMILAR)5/8"5/8"MINIMUM PER ULREQUIREMENT@RATED PARTITIONSMINIMUM PER ULREQUIREMENT@RATED PARTITIONS(2) 6" x 18 GA BOX HEADER UNLESS NOTED OTHERWISE STEEL STUD ANCHOR WELDED TO FRAME DOOR FRAME PER SCHEDULE DOOR PER SCHEDULE DOOR FRAME PER SCHEDULE DOOR PER SCHEDULE (2) 20 GA METAL STUDS REFER TOPLANS REFER TO PLANS JAMB DETAILB A HEAD DETAILNOMINALOPENING SIZE(TO ADJACENTREBATE ORFINISH FLOOR)NOTES: 1. EXTEND DOOR OPENING JAMBS AND DOOR-DOOR MULLIONS 1/8" BELOW FINISH FLOOR LEVEL WHEN FLOOR FINISH IS TO BE INSTALLED AFTER FRAME. 2. REFER TO OPENING DETAILS FOR VARIATIONS. DOOR CLEARANCES: 1/8" AT HEAD, JAMBS AND THRESHOLDS 1/4" TO CARPET 1/2" TO FINISH FLOOR OTHER THAN CARPET NOTE: OMIT HOLLOW METAL STOP AT CASED OPENINGS AND SOUND-GASKETED NON-RATED DOORS WITH APPLIED STOPS A TYPICAL HOLLOW METAL FRAME B GLASS OR LOUVER INSTALLATION 5/8"GLASS THICKNESS + 3/16" RUBBER TAPE RECESSED 1/4") LOUVER THICKNESS + 1/16" (SET LOUVER IN CONTINUOUS 1/2" (UNLESS NOTED OTHERWISE) 3-3/4" AT MASONRY; SUM OF STUD WIDTH + GYP. BD. AT STUD PARTITIONS 1/2" 1 15/16"VARIES 1 15/16"5/8"FRAME TYPESREFER TOADJACENT DOOR STOP BEYOND DOOR PER SCHEDULE DOOR FRAME METAL STUD RUNNER A HEAD DETAIL 5/8"EQ 1 15/16" EQ 5/8"5/8"1/2"1/2" 6" 1'-6" MIN.TYP. (2'-0" MIN. TYP. AT EXT. DOORS) NOTE: ALL TYPICAL DIMENSIONS U.N.O. GLAZING SCHEDULE GLASS TYPE GLASS THICKNESS DESCRIPTION REMARKS GL-1 1/4"CLEAR ANNEALED GL-1T 1/4"CLEAR ANNEALED, TEMPERED GL-21 1"INSULATED, LOW-E CLEAR UNIT GL-21T 1"INSULATED, LOW-E CLEAR, TEMPERED GL-41 1"SPANDREL UNIT W/ CERAMIC FRIT GL-61 3/16"CLEAR, FIRE-RATED UL # R13377 IN DOORS 20, 45 MIN. 1,296 S.I. MAX. WIDTH 36" MAX. HEIGHT 89" 90 MIN. 1,296 S.I. MAX. WIDTH 36" MAX. HEIGHT 56-1/2" OTHER THAN DOORS 20 TO 60 MIN. 3,3255 S.I. MAX. WIDTH 95" MAX. HEIGHT 95" GL-62 5/16" CLEAR, FIRE-RATED, LAMINATED SAFETY GL-63 1" CLEAR, INSULATED, FIRE-RATED, LAMINATED SAFETY GL-64 1 1/4" SUPERLITE, FIRE-RATED, LAMINATED SAFETY UL # R16644 MAX. 120 MIN. OTHER THAN DOORS 3,724 S.I. MAX. WIDTH 96" MAX. HEIGHT 96" SEE MATERIAL ID LIST FOR MORE INFO 6"6" MIN. 12"6" LEVEL AREA (LESS THAN 2% SLOPE) TYP. NOTE: Y=48" MIN. IF DOOR HAS BOTH A CLOSER AND A LATCH. PULL SIDE APPROACH PUSH SIDE APPROACH 60" MIN.36" MIN W/ OUT CLOSER44" MIN.54" INCHES PUSH SIDE APPROACH PULL SIDE APPROACH LEVEL AREA (LESS THAN 2% SLOPE) TYP.48" MIN. IF DOOR HAS CLOSER60" MIN 24"W/ OUT CLOSER44" MINFRONT PULL SIDE APPROACH LEVEL AREA (LESS THAN 2% SLOPE) TYP. NOTE: X=12" MIN. IF DOOR HAS BOTH A CLOSER AND A LATCH. PUSH SIDE APPROACH LEVEL AREA (LESS THAN 2% SLOPE) TYP.60" MIN.24" MIN AT EXTERIOR DOORS 18" MIN. AT INTERIOR DOORS X 48" MIN.SCALE: 12" = 1'-0" A805 2 DOOR FRAME GENERAL NOTES SCALE: 3/4" = 1'-0" A805 4 DOOR HARDWARE LOCATIONS SCALE: 3" = 1'-0" A805 3 HOLLOW METAL FRAME COMBINATION SCALE: 3" = 1'-0" REF: A312 A805 1 HOLLOW METAL FRAME DETAILS STUD PIN SCALE: 6" = 1'-0" A805 6 HM FRAME DIMENSION REQUIREMENTS SCALE: 3" = 1'-0" A805 7 HM FRAME DETAILS - DBL EGRESS DOOR SCALE: 1/4" = 1'-0" A805 8 DOOR DIMENSIONING CONVENTIONS SCALE: 1/2" = 1'-0" A805 12 DOOR SWING AT HINGE SIDE APPROACHES SCALE: 1/2" = 1'-0" A805 10 DOOR SWING AT LATCH SIDE APPROACHES SCALE: 1/2" = 1'-0" A805 11 DOOR SWING AT FRONT APPROACHES F.F.MAX. DROP1/2"3/4"3" 1 1/2"1/4"DOOR CL CONC. SUBSTRUCTURE SEE FINISH SCHED FOR TYPE OF RFT OR RSF SLOPE MAY NOT EXCEED 1:30 TAPERED RESILIENT STRIP MAX1/2"DOOR, SEE SCHEDULE EXTERIOR INTERIOR B SADDLE THRESHOLD @ EXTERIOR A SADDLE THRESHOLD (OFFSET) @ EXTERIOR 1/4"1/4"1/2"WIDTH OF DOOR FRAME 1/4"DOOR AND FRAME, SEE SCHEDULE ALUM THRESHOLD SET IN MASTIC, MITER FOR RETURN ENDS EXTENDING BEYOND JAMB 2 1 2 1 LINE OF JAMB BEYOND RESILIENT FLOORING EXPANSION JOINT TILE SETTING BED WITH ALL THICKNESS DIMENSIONS VARIES 1/2" MAX2 1 2 1 1/2" MAXCONCRETE FLOOR LINE OF JAMB BEYOND DOOR AND FRAME, SEE SCHEDULE ALUM. THRESHOLD SET IN MASTIC, MITER FOR RETURN ENDS EXTENDING BEYOND JAMB EXPANSION JOINT TILE SETTING BED WITH WALL THICKNESS DIMENSIONS VARIES1/2" MAXRUNNING SLOPES ALONG PATH OF TRAVEL MAY NOT EXCEED 1:20 ALIGN SEE FINISH SCHED FOR TYPE OF RFT CONC. SUBSTRUCTURE CEMENTITIOUS SELF- LEVELING UNDERLAYMENT RESILIENT FLOOR TILE METAL TRANSITION PER SPEC. CONC. FLOOR PER PLAN *UNLESS SLOPE COMPLIES WITH 11B-403.3 1" 1/2"MAX*DOOR CL CONC. SUBSTRUCTURE SEE FINISH SCHED FOR TYPE OF RFT RESILIENT FLOOR TILE OR VCT PER SPEC RESILIENT FLOOR TRANSITION STRIP RESILIENT FLOOR TILE MAX 1/2"DOOR SEE SCHEDULE DOOR CL CONC SUBSTRUCTURE SLOPE MAY NOT EXCEED 1:30 TERRAZZO TILE PER SPEC METAL TRANSITION STRIP DOOR, SEE SCHEDULE F.F. 0' - 3"1/4"DOOR SEE SCHEDULE CARPET CARPET MAX1/2"SCALE: 12" = 1'-0" A806 1 AUTOMATIC DOOR BOTTOMS - HM DOOR SCALE: 12" = 1'-0" A806 3 TRANSITION RFT / RSF TO RSF - VINYL THRESHOLD SCALE: 12" = 1'-0" A806 2 EXTERIOR THRESHOLDS SCALE: 3" = 1'-0" A806 4 TRANSITION RESILIENT TO TILE - ALUM. THRESHOLD SCALE: 3" = 1'-0" A806 5 TRANSITION SEALED CONCRETE TO TILE - ALUM. THRESHOLD SCALE: 12" = 1'-0" A806 8 TRANSITION CONCRETE TO RFT - METAL STRIP SCALE: 12" = 1'-0" A806 6 TRANSITION RFT/RSF, VCT TO CONCRETE - VINYL THRESHOLD SCALE: 12" = 1'-0" A806 7 TRANSITION TR.TILE TO TR. (ELEV CAB) - METAL THRESHOLD SCALE: 12" = 1'-0" A806 9 TRANSITION CARPET TO CARPET - THRESHOLD GLAZING JAMB 1/4" 3/8"1 1/2" 1"PER SCHEDULESCHEDULE +3/4"INVERTED 1/4"1 1/2"1" 3/8" PER SCHEDULE PER SCHEDULE + 3/4" BOX HEADER SCX, BREAK METAL OR BLOCKING BY OTHERS (WIM SCX SHOWN) GLAZING SILL GLAZING SILL STOP 1"PER SCHEDULE SCHEDULE + 3/4" GLAZING SILL GLAZING SILL STOP BOX HEADER PER SCHEDULE SCHEDULE + 3/4"1 1/2"1"INTERIOREXTERIOR METAL STUD SILL PER 5/A803 5/8" GYP. BD. O/ METAL STUD WALL. (WALL PER PLAN) STOREFRONT SILL FRAME, ATTACH WITH (2) 1/4-20 x 2" ITW BUILDEX TEKS per ICC ESR-1976 at 24"O.C. MAX AND AT LEAST (2) TEKS BETWEEN MULLIONS. SEALANT AND BACKER ROD 7/8" PLASTER O/ METAL LATH O/ W.P. MEMBRANE O/ SHEATHING SELF-ADHERING WATER PROOF MEMBRANE POLYSTRENE SHIM AS REQ. SEALANT AND BACKER ROD SILL PRE-FINISH SHEET METAL FLASHING METAL FLASHING J-MOLD SEALANT AND BACKER ROD #10 SMS @ 8" O.C. TYP. STOREFRONT FRAME, ATTACH WITH (2) 1/4-20 x 2" ITW BUILDEX TEKS per ICC ESR-1976 at 12"O.C. MAX AND AT LEAST (3) TEKS BETWEEN MULLIONS. METAL STUD JAMB PER 5/A803 5/8" GYP. BD. O/ METAL STUD WALL. (WALL PER PLAN)SEALANT AND BACKER ROD 7/8" PLASTER O/ METAL LATH O/ W.P. MEMBRANE O/ SHEATHING SELF-ADHERING WATER PROOF MEMBRANE JAMB PRE-FINISH SHEET METAL FLASHING METAL FLASHING J-MOLD SEALANT AND BACKER ROD POLYSTRENE SHIM AS REQ. CONT. SEALANT WINDOW SHADE INSIDE MOUNT PER MNFR AND SPECS WINDOW SHADE MTL. COVER PER MNFR AND SPECS FINISH BY ARCHITECT (2) # 10 SMS @ 12" 0.C. TYP. PER MNFR. METAL STUD HEADER PER 5/A803 5/8" GYP. BD. O/ METAL STUD WALL. (WALL PER PLAN) STOREFRONT SILL FRAME, ATTACH WITH (2) 1/4-20 x 2" ITW BUILDEX TEKS per ICC ESR-1976 at 24"O.C. MAX AND AT LEAST (2) TEKS BETWEEN MULLIONS. SEALANT AND BACKER ROD (E) CONCRETE PANELS SELF-ADHERING WATER PROOF MEMBRANE POLYSTRENE SHIM AS REQ. CONT. SEALANT PRE-FINISH SHEET METAL DRIP SCREED SEALANT AND BACKER ROD 8 9 STOREFRONT SYSTEM PER STOREFRONT SCHEDULE SHEETS A703 & A704 4" MTL. STUD WALL W/ 5/8" GYP. BD. EA. SIDE BATT INSULATION WHERE OCCURS STOREFRONT SILL PER DETAIL 2/A807 2" LT. WT. CONC. O/ 3" METAL. DECKING PER 5/S105 & 9/S202 24' - 0" CL. 12" (N) STEEL FLOOR JOIST FRAMING CONNECTIONS PER STRUCTURAL. REFER TO 9/S202 & 1/S500 MTL. FLASHING TRIM TO BE PAINTED (MATCH ADJACENT) W/ CONT. CAULK 8 9' - 0" A.F.F.STOREFRONT SYSTEM PER STOREFRONT SCHEDULE SHEETS A703 & A704 4" MTL. STUD WALL W/ 5/8" GYP. BD. EA. SIDE BATT INSULATION WHERE OCCURS 9 24' - 0" CL. STOREFRONT HEADER PER DETAIL 7/A807 SCALE: 12" = 1'-0" REF: A703 A807 8 GLAZING JAMB SCALE: 12" = 1'-0" REF: A703 A807 9 GLAZING HEADER SCALE: 12" = 1'-0" REF: A703 A807 7 GLAZING SILL TO FLOOR SCALE: 12" = 1'-0" A807 10 GLAZING SILL TO DRYWALL SCALE: 6" = 1'-0" REF: A703 A807 4 WINDOW SILL SCALE: 6" = 1'-0" REF: A703 A807 5 WINDOW JAMB SCALE: 6" = 1'-0" REF: A703 A807 6 WINDOW HEAD LAY-IN PANEL & GYPSUM BOARD CEILINGS / METAL SUSPENSION SYSTEMS: 2.1 The ceiling grid system must be rated heavy duty as defined by ASTM C635. 2.2 Suspension wires shall be #12 gage (0.106" diameter), soft annealed, and galvanized steel wires with Class 1 coating. ASTM A641 2.3 Main runners, cross runners, splices, expansion devices, intersection connectors shall be designed to carry a mean ultimate test load of not less than 180 lbs. in compression and tension per ASTM E580 Section 5.1.2. 3.1 #12 gage hanger wires may be used for up to and including 4 ft. by 4 ft. grid spacing and shall be attached to main runners. 3.2 Provide #12 gage hanger wires at the ends of all main and cross runners within eight (8) inches of the support or within one-fourth (1/4) of the length of the end tee, whichever is least, for the perimeter of the ceiling area. Perimeter wires are not required when the length of the end tee is eight (8) inches or less. 3.3 Ceiling grid members shall be attached to two (2) adjacent walls per ASTM E580 Section 5.2.3. Ceiling grid members shall be at least 3/4 inch clear of other walls. If walls run diagonally to ceiling grid system runners, one end of main and cross runners should be free, and a minimum of 3/4 inch clear of wall. 3.4 The width of the perimeter supporting closure angle shall be not less than 2 inches. Grid systems with specialty angles and support clips may be acceptable in accordance with Section 5 of DSA IR 25-2.13. 3.5 At the perimeter of the ceiling area where main or cross runners are not connected to the adjacent wall, provide interconnection between the runners at the free end to prevent lateral spreading. A metal strut or a #16 gage wire with a positive mechanical connection to the runner may be used. Where the perpendicular distance from the wall to the first parallel runner is 8 inches or less, this interlock is not required. 4.1 Expansion joints shall be provided in the ceiling at intersections of corridors and at junctions of corridors with lobbies or other similar areas. 4.2 For ceiling areas exceeding 2500 square feet, a seismic separation joint shall be provided in accordance with Figure 7 Detail A to divide the ceiling into areas not exceeding 2500 square feet. Alternatively, comply with ASTM E580-08 Section 5.2.9. 4.3 Penetrations through the ceiling for sprinkler heads and other similar devices that are not integrally tied to the ceiling system in the lateral direction shall have a two (2) inch oversized ring, sleeve or adapter through the ceiling tile to allow free movement of one (1) inch in all horizontal directions. Alternatively, per ASTM E580 Section 5.2.8.8, a flexible sprinkler hose fitting that can accommodate 1 inch of ceiling movement shall be permitted to be used in lieu of the oversized ring, sleeve or adapter. 5.1 Provide lateral-force bracing assemblies consisting of a compression strut and four (4) #12 gage splayed bracing wires oriented 90 degrees from each other (see Figure 1). 5.2 Lateral-force bracing assemblies shall be spaced at a maximum of 12 feet by 12 feet on centers for school buildings and 8 feet by 12 feet on centers for essential services buildings, with the first assembly within half the maximum spacing from each wall and at the edges of any change in elevation of the ceiling. The last assembly must be within maximum distance from each wall. 5.3 The slope of bracing wires shall not exceed 45 degrees from the plane of the ceiling and wires shall be taut. 5.4 Compression struts shall be adequate to resist the vertical component induced by the bracing wires, and shall not be more than 1 (horizontal) in 6 (vertical) out of plumb. 6.1 Fasten #12 hanger wires with not less than three (3) tight turns in 3 inches. Hanger wire loops shall be tightly wrapped and sharply bent to prevent any vertical movement or rotation of the member within the loops (see ASTM E580, Section 5.2.7.2). 6.2 Fasten #10 or #12 bracing wires with four (4) tight turns. Make all tight turns within a distance of 1-1/2 inches. 6.3 Hanger or bracing wire anchored to the structure should be installed in such a manner that the direction of the anchor aligns as closely as possible with the direction of the wire. 6.4 Separate all ceiling hanger and bracing wires at least six (6) inches from all unbraced ducts, pipes, conduit, etc. 6.5 Hanger wires shall not attach to or bend around interfering material or equipment. Provide trapeze or other supplementary support members at obstructions to typical hanger spacing. See Figure 3A, Detail F. Provide additional hangers, struts or braces as required at all ceiling breaks, soffits, or discontinuous areas. 6.6 Hanger wires that are more than 1 (horizontal) in 6 (vertical) out of plumb shall have counter-sloping wires. Perimeter hanger wires at main runners that are positively attached to the perimeter closure angle, counter-sloping is optional. Note : See ASTM C-636 Figure 1 for counter-sloping methods. 6.7 When connection details differ from those in the attached figures, attachment of bracing wires to the structure above and to the main runners shall be adequate for the load imposed. The weight (Wp ) shall be taken as not less than 4 psf for calculating seismic forces (Fp ). 6.8 When drilled-in concrete anchors or shot-in anchors are used in reinforced concrete for hanger wires, 1 out of 10 wire/anchor assemblies must be field tested for 200 lbs. in tension. When drilled-in concrete anchors are used for bracing wires, 1 out of 2 wire/anchor assemblies must be field tested for 440 lbs. in tension in the direction of the wire. Shot-in anchors in concrete are not permitted for bracing wires. 7.1 Ceiling panels shall not support any light fixtures, air terminals or devices. 7.2 Attach all light fixtures, ceiling mounted air terminals and all other devices to the ceiling grid runners to resist a horizontal force equal to the weight of the fixtures. Screws or approved fasteners are required. Minimum of two attachments are required at each light fixture per ASTM E580 Section 5.3.1. 7.3 Recessed or drop-in light fixtures, grilles, mechanical terminals, and flexible sprinkler hose fittings or other services be supported directly on runners classified as ASTM heavy duty, but they must also have a minimum of two (2) #12 gage slack safety wires attached to the fixture at diagonal corners and anchored to the structure above. 7.4 All flush or recessed light fixtures, mechanical terminals, and flexible sprinkler hose fittings or other services weighing 56 lbs. or more must be independently supported by not less than four (4) taut #12 gage wires attached to the housing and to the structure above. The four (4) taut #12 gage wires, including their attachment to the structure above, must be capable of supporting four (4) times the weight of the unit 7.5 All 4 ft. x 4 ft. light fixtures must have slack safety wires at each corner. 7.6 Surface-mounted fixtures shall be attached to the main runner with at least two positive clamping devices made of material with a minimum #14 gage. Rotational spring catches do not comply. A #12 gage suspension wire shall be attached to each clamping device to the structure above. Provide additional supports when light fixtures are 8 ft. or longer. Maximum spacing between supports shall not exceed 8 feet. 7.7 Support pendant-mounted light fixtures directly from the structure above with hanger wires or cables passing through each pendant hanger and capable of supporting two (2) times the weight of the fixture. A bracing assembly, per Figure 1, is required where the pendant hanger penetrates the ceiling. Special details are required to attach the pendant hanger to the bracing assembly to transmit horizontal force. If the pendant mounted light fixture is directly and independently braced below the ceiling, i.e. aircraft cables to walls, then brace assembly is not required above the ceiling. See IR 16-9 for additional requirement for pendent mounted fixtures. 7.8 All light-weight miscellaneous devices, such as strobe lights, speakers, etc., shall be attached to the ceiling grid per Section 7.2 of this is referencing a DSA IR, recommend adding details or notes that meet the requirements and remove this reference since it is not included in the drawings IR.In addition, devices weighing more than 10 lbs shall have a #12 slack safety wire anchored to the structure above. Devices weighing more than 20 lbs shall be supported from the structure above per Section 7.3 of this IR. (SEE NOTE 1 BELOW) 8" MAX. HANGER WIRE MAIN OR CROSS RUNNER STEEL POP RIVET @ ATTACHED SIDE ONLY ALTERNATE STABILIZER LOCATION W/O NAIL (NOTE 3) NOTE #4 (TYP.)1/2" MIN.1" X 2" X 25 GA. MIN. CONTINUOUS ANGLE WITH (1) # 10 SMS INTO 20 GA. MIN. WALL STUD @ 24 O.C. 2" 1" ATTACHED JOINT FREE JOINT NOTES: 1.PROVIDE #12 GAGE HANGER WIRES AT THE ENDS OF ALL MAIN AND CROSS RUNNERS WITHIN EIGHT (8) INCHES OF THE SUPPORT OR WITHIN ONE-FOURTH (1/4) OF THE LENGTH OF THE END TEE, WHICHEVER IS LESS, FOR THE PERIMETER OF THE CEILING AREA.PERIMETER WIRES ARE NOT REQUIRED WHEN THE LENGTH OF THE END TEE IS EIGHT (8) INCHES OR LESS. 2.NAILS AT ENDS OF HORIZONTAL STABILIZERS ARE TO BE PLACED WITH NAIL HEAD T OWARD CENTER LINE OF SPAN OF STRUT. 3.STABILIZER BAR MAY BE SLOTTED APPROVED ANGELS OR CHANNELS WITH " DIAMOND POINTS" OF SPRING STEEL WHICH SNAP TIGHT TO PREVENT MOVEMENT OF STRUT. 4.(1) #10 SMS TO 20 GA. MIN. WALL STUD @24" O.C. CHANNEL. (STABILIZER BAR) RUNNER APPROVED STABILIZER (SEE NOTE 3) CEILING PANEL NOTE #4 (TYP.)1/2" MIN.SEE NOTE 1 BELOW 8" MAX. CONT. SLOTTED ANGLE STABILIZER BAR W/HORIZ 6d RINGSHANK NAIL (NOTE 2).OMIT STRUT WHERE RUNNER IS WITHIN 8" OF WALL 4 3/4" MIN. L 1-1/2"x1-1/2"x12 GA METAL DECK (20 GA MIN.) 0.157" DIA.MIN. HILTI XU (ICC ESR -2269) WITH 1 1/4" MIN. EMBEDMENT. MAX LOAD NOT TO EXCEED 90 LBS. PER FASTENER. LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE NOTES: 1.REFER TO 4 /-FOR ADDITIONAL DETAILS. 2.POST INSTALLED ANCHORS TO BE PLACED NO MORE THAN 1" OFFSET FROM CENTERLINE OF DECK LOW FLUTE. 3.TEST POST INSTALLED ANCHORS IN ACCORDANCE WITH CEILING NOTE 6.8 OPTION 3 BOLT & FLUTE (SEE NOTE 3) LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE 12GA X 1" WIDE CEILING CLIP MIN. 3/8" DIA HILTI KB-TZ EXPANSION ANCHOR (ICC ESR-1917) WITH 2" EFFECTIVE EMBED 1/2" MAX. OPTION 1 OPTION 2 4 12GA X 3/4" WIDE CEILING CLIP STEEL DECK, 20GA MIN. 0.157" DIA. MIN. HILTI XU (ICC ESR-2269) WITH 1 1/4" MIN. EMBEDMENT. MAX LOAD NOT TO EXCEED 90 LBS. PER FASTENER 4 13/A808METAL DECK CONCRETE OVER METAL DECK STRUCTURAL CONDITION OF FLOOR /ROOF ABOVE SUSPENDED CEILING APPLICABLE HANGER WIRE DETAIL APPLICABLE BRACING WIRE DETAIL FOR CONNECTION TO STRUCTURE SEE CONNECTION MATRIX 3 TURNS @ HANGER WIRE TYPICAL @ EACH END # 12 GAGE WIRE3" MAX.FOR CONNECTION TO STRUCTURE SEE CONNECTION MATRIX 10° to 45°4 TURNS @ BRACE WIRES TYP. @ EACH END # 12 GAGE WIRE 1/2" T Y P 1 1/2" M A X HANGER WIRE BRACING WIRE 13/A808 13/A808 13/A808 SEE DETAIL 3.10 OR 3.20 FOR LOCATION OF BRACING WIRES AND STRUT RIGID VERT. STRUT SEE DETAIL MAIN RUNNER 0° TO 45° (NOTE 2) 12 GA VERTICAL HANGERS AT 4'-0" O.C. EACH WAY AT MAIN RUNNER WITH MINIMUM 3- TIGHT TURNS IN 3" AT BOTH ENDS.SEE 12 GA BRACING WIRE W/MIN. 4-TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE CONNECTED TO MAIN RUNNERS 90° APART , 4 - TOTAL AT EACH STRUT (U.N.O.) SEE 1.STRUTS SHALL NOT REPLACE HANGER WIRES. 2.THE MINIMUM ACCEPTABLE ANGLE IS DETERMINED SUCH THAT THE WIRES DO NOT INTERFER WITH THE RUNNERS, LIGHTFIXTURES, ETC.AND REMAIN STRAIGHT AND UNOBSTRUCTED. 4.10 45.00°CROSS RUNNER NOTES: 2 '-0 " T Y P .2 '-0 " T Y P .6 MIN. 3.10 3.20OR 4.10 BRACE WIRE BEYOND CROSSS RUNNER MAIN RUNNER COPE FLANG OR FLATTEN TO ALLOW INSTALLATION OF ACOUSTICAL TILE HANGER WIRE BEYOND A SECTION 3/8"=1'0" FOR CONNECTION TO STRUCTURE SEE 5.10 STRUCTURE CHANNEL TYPE COMPRESSION STRUCT PER TABLE ON 3.21 CENTERED OVER CROSS RUNNER BRACE WIRES SEE CROSS RUNNER (2) 1/4" DIA, MACHINE BOLT 3/4" MIN. EDGE DISTANCE, TYP. 1" MAX. 1 1/2" MAX. MAX 4'-0" OC HANGER WIRE 3 TIGHT TRURNS IN 3" FOR HANGER TYP. 4.10 TYP.0° TO 45°4 TIGHT TURNS IN 1 1/2" TYP. FOR BRACE WIRE MAIN RUNNER STRUCTURAL CONDITION OF FLOOR/ROOF ABOVE COMPRESSION STRUT APPLICABLE DETAIL METAL DECK CONCRETE OVER METAL DECK STRUCTURAL STEEL 5.20 5.21 5.40NOT TO EXCEED THE ALLOWABLE LENGTH GIVEN IN THE TABLE ON 3.21 FOT THE COMPRESSION STRUT SELECTEDA ATTACHED JOINT ATTACHEED JOINT CROSS RUNNERS TYP. MAIN RUNNERS BRACING WIRE LOCATIN TYP. SEISMIC CLIP AT EVERY RUNNER (FREE END) FREE JOINT ATTACHED JOINT MAX 4'-0". MAX 8'-0". MAX 4'-0".MAX6' - 0".MAX12' - 0".MAX6' - 0".FREE JOINT CONT ANGLE @ PERIMETER NOTE: BRACING WIRES AND COMPRESSION STRUT SHALL OCCUR AT EVERY 96SQ. IN ROOMS OVER 144S.F. 96 SQ FT MAX 2.60 2.35 2.60 2.60 TYPICAL 2.60 FOR HANGER WIRE CONNECTION TO STRUCTURE ABOVE SEE DETAILS THIS SHEET 12 GA. HANGER MIN. OF 3 TIGHT TURNS WITHIN 3" MAIN RUNNER ACOUSTICAL CEILING PANEL SCHEDULE OF MATERIAL TO BE USED -1 1/2" COLD ROLLED CHANNEL TO BE USED UP TO 4' IN LENGTH -DOUBLED UP 1 1/2" COLD ROLLED CHANNEL FOR LENGTH EXCEEDING 4' TO 8' IN LENGTH # 12 GAGE HANGER WIRES (3) TIGHT TURNS WITHIN 3", AT BRACE WIRE PROVIDE (4) TIGHT TURNS WITHIN 1 1/2". SADDLE TIE REQUIRED FOR ALL WIDTHS GREATER THAN 1/4" MAIN CHANNEL SHOWN SADDLE TIE HAS DOUBLE LOOP AT SUPPORT WHEN MULTILE SADDLE TIES ARE REQUIRED THEY SHALL ALTERNATE BACK AND FORTH TO PREVENT TWISTINGTYPICAL SADDLE TIE DETAIL HANGER WIRE CONDITON SHOWN BRACE WIRE CONDITION SIMILAR FIXED (CONNECTED) SIDE SLIP JOINT SIDE 4'-0" OC TYP. TYP. SPLICE 4'-0" OR LESS 8" MAX 8" MAX TYP. HANGER WIRE SEE NOTE 5/A812 12 GA HANGER WIRES TO BE 4'-0" OC TYP. MAIN OR CROSS RUNNER POP RIVET CONTINUOU S RUNNERS - SPLICE ALL JOINTS 1/2"1/2" CLEAR SLIP JOINT POP RIVET ACCEPTABLE SLIP JOINT @ A - 9 - A - 3/4" CLR CONT. SLIP JOINT CONNECTED WALL 8" MAX. A POP RIVET 2" LEDGER ANGLE UNACCEPTABLE CONNECT TO STRUCTURE SPLICE MUST BE THROUGH CONNECTION. - SNAP CONNECTION IS UNACCEPTABLE TYPICAL HANGER WIRE AT 4'-0" WITH ONE PAIR OF BRACING WIRES PARALLEL TO THE WALL AT 12'-0" O.C. SEE NOTES 5/A812 TYPICAL HANGER WIRE SEE NOTES 5/A8012 4 4 1/2" MIN. 2" MIN. 5/8" MAX. STRUCTURAL SLAB OR ,METAL DECK AND FILL HILTI KBTZ 1/4" WITH 2" EFFECTIVE EMBEDMENT PER ICC ESR -1917 PRE-TIED 135 DEGREE CEILING CLIP STEEL STRAP (12GA. BY 1" WIDE MIN. BEND TO ALIGN WITH WIRE. METAL DECK (20 GA MIN) (2)# 8X1/2" SELF TAPPING SCREWS (ICC ESR-2196) PRE-TIED CEILING SEISMIC CLIP STEEL STRAP 3" WIDE X 4" LONG X 12 GA.MIN. BEND TO ALIGN WITH WIRE. METAL DECK (20 GA MIN) EYE LAG SCREW PER SCREWS (ICC ESR-3135) AT LOW FLUTES ONLY. D AT ROOF METAL DECK HANGER WIRE 4 C AT ROOF METAL DECK BRACING WIRE B AT CONCRETE METAL DECK BRACING WIRE 4 BOLT & FLUTE 3/8" DIA. ANCHOR ANCHOR 12 GA X 1" WIDE CEILING CLIP MIN. PRE-TIED 90 DEGREE CLING CLIP 12 GA X 3/4" WIDE MIN.3" MAX.LOAD TEST SEE SECTION 6.8 PER 5/A812 CLASSFICATION OF CEILING GRID: HEAVY DUTY USE 15/16 'DX' & 9/16 CENTERICITEE 'DXT' MAIN RUNNER " 15/16 DX-26 : 9/16 DXT-26 CROSS RUNNER: 15/16 DXT -222, DXT-422 MAIN RUNNER SPLICE: INTEGRAL TO RUNNER SEPARATE CONN TO STRUCTURE BY AT LEAST 4 INCHES. DOUBLE HANGER WIRES MAX. 1/6 OUT OF PLUMB CONNECT TO STRUCTURE PER APPROVVED DRAWING. CONT 16 GA TRACK W/#10 SMS T &B @ EA CHANNEL SADDLE TIE HANGERS TO CHANNEL OBSTRUCTIONS HANGER WIRE TO CHANNEL SADDLE TIE 8" MAX. 250S162-43 BTWN ADJ CHANNEL PARALLEL TO OBSTRUCTION AS REQ'D TO SUPPORT BRACING WIRES CONT 16 GA TRACK EXTEND BEYOND END CHANNEL (1) STUD (2) #10 S.M.S. EACH STUD NO GYPSUM BOARD @ TRACK WALL STUD CONN # 10 S.M.S. TOP & BOTT. CHANNEL PER SCHEDULE @ 4'-0" OC MAX BRACE & HANGER WIRES PER CROSS RUNNER PROVIDE STRUT WHERE OCCURS ACOUSTICAL OR LAY-IN PANEL CEILINGS AS OCCURS STRUT & (4) BRACING WIRES WHERE CEILING STRUT OCCURS8'-0" MAX#8 SMS TO PREVENT SLIPPAGE (4) # 10 S.M.S. TYP. (2) # 10 S.M.S. THROUGH BENT WEB 12'-0" MAX. SPAN WALL WHERE OCCURS SPAN SECTION 8'-0" 4'-0" 12'-0" 250S162-43 400S162-54 (2) 400S162-54 #10 S.M.S. @ 16" O.C. STAGGETED AND (2) @ EA END DBL. SECTION SEE 1/A803 FOR WALL PENETRATIONS MAIN RUNNER CROSS RUNNER (2) # 10 S.M.S. HANGER WIRE AT EACH STRUT 3 TIGHT TURNS. OPPOSING 600S137.33 STRUTS. BOTH STRUTS TO BE SAME ANGLE MAX ANGLE FROM HORIZONTAL OF 70°. MIN.ANGLE FROM HORIZONTAL OF 30°,SEE STRUT CONNECTION TO STRUT.FOR MORE DETAIL. (2) 12 GA BRACE WIRES,10° TO 45° MAX. TYP. ORTHOGONAL TO OPPOSING STRUTS ATTACHED TO STRUCTURE,SEE HANGER & BRACING WIRE CONNECTION TO STRUCTURE FOR MORE DETAIL.2" M AX. TYP.10° TO 45°CONN PER ANGLE 1.5" X 1.5" X 18 GA LIGHT FIXTURE SUPPORT BRACKET STRUT @ 12'-0" MAX BEYOND PER CL3.10 (2) # 10 SMS BEYOND STRONGBACK 2250S162-43,SPAN TO STRUT EA SIDE 18 GA CLIP ANGLE WITH (2)#10 SMS EA LEGDO NOT ATTACH CLG TO LIGHT FIXTURE3'-0" MAX.LOCATIONS WITHOUT CROSS JOISTS CROSS JOIST PER 7/VOID-A809 MIN 18 GA, 4'-0" OC MAX (2) # 10 SMS EACH END (2) # 10 SMS 3'-0" MAX.STRONGBACK 250S162-43, SPAN BETWEEN VERTICAL ANGELS 10° TO 45°DO NOT ATTACH CLG TO LIGHT FIXTURENOTES: 1.DETAILS IN THIS PAGE ARE ONLY PERMITTED AT THE ATTACHED END OF THE CEILING AND ARE NOT PERMITTED AT THE FREE JOINT. 2.ALL BRACING AND HANGER WIRES PER CL REQUIRED. ANGLE 1.5" X 1.5" X18 GA WITH (2) # 10 S.M.S. CL6.20 CONN PER CL6.203/8" DIA HILTI KB-TZ EXPANSION ANCHOR (ICC ESR -1917)WITH 2" EFFECTIVE EMBED 3/8" DIA HILTI KB-TZ EXPANSION ANCHOR (ICC ESR -1917)WITH 2" EFFECTIVE EMBED 1/2" MAX. 1/2" MAX. COMP. STRUT PER 6/A812 MAIN RUNNER 1 -1/2" x 4" 12 GA ANGLE CLIP, MATCH KICKER WIDTH WITH (2) #10 S.M.S. TYP. ATTACH KICKER & STRUT TO MAIN RUNNER WITH (2) 1/4"-20 MACHINE BOLTS OBSTRUCTION BRACE WIRE PARELLEL MAIN RUNNER KICKER STRUT HANGER WIRE 1/2" MAX. 1-1/2" X 4" 12 GA ANGLE CLIP. MATCH KICKER/ STRUT WIDTH WITH (2) # 10 S.M.S. TYP. KICKER BRACE PER SCHEDULE, SEE CL6.60 NOTE: KICKER IS AN ALTERNATE TO SPLAY WIRES. THIS METHOD MAY BE USED IN LIEU OF OPPOSING WIRES.10° TO 45°ISOMETRIC VIEW SIDE VIEW (2) # 10 S.M.S. 1. KICKER BRACING IS AN ALTERNATE TO BRACING WIRES. THIS METHOD MAY BE USED IN LIEU OF OPPOSING WIRES AT ATTACHED JOINT ONLY. NOT PERMITTED AT FREE JOINT 3. APPLIES WHERE CLIP ATTACHED DIRECTLY TO WALL STUD. KICKER SCHEDULE SPAN MATERIAL KICKER SIZE 4'-0" 8'-0" 14'-0" 18 GA 18 GA 16 GA 250S137-43 400S162-54 400S162-43 3/8"DIA HILTI KB-TZ EXPANSION ANCHOR (ICC ESR - 1917)WITH 2" EFFECTIVE EMBED WALL STUD MINIMUM GAUGE PER SCHED 600S137-54 SPAN (2) WALL STUDS MIN CONN PER SCHED 1-1/2" X 4" 12GA ANGLE CLIP, MATCH KICKER WIDTH WITH (2) # 10 SMS @EA LEG 1/2" MAX. CLIP PER CL6.50 (2) # 10 S.M.S. COMP. STRUT PER OBSTRUCTION KICKER BRACE PER SCHEDULE (2) # 10 S.M.S. CLIP PER CL6.50 1 LAYER OF GYP. BD. MAX. MAIN RUNNER ATTACH KICKER & STRUT TO MAIN RUNNER WITH (2) 1/4"-20 MACHINE BOLTS WALL STUD GAUGE CONN TO EA WALL STUD (W/GYP.BD.) CONN TO WALL STUD ALT (W/O GYP.BD.) 20GA 18GA (5)#10x1 1 1/4" SMS (4)#10x1 1 1/4" SMS (3)#10x1 1 1/4" SMS (2)#10x1 1 1/4" SMS SIDE VIEW NOTES: 1 MAX 1 WALL STUD GAUGE CONNECTION TO WALL STUD (WITH GYP. BD.) CONNECTION TO WALL STUD (WITHOUT GYP. BD.) 20 GAUGE 18 GAUGE (5) # 10x1-1/4" SMS (4) # 10x1-1/4" SMS (3) # 10x1-1/4" SMS (2) # 10x1-1/4" SMS NOTES: 1.THE CLIP ANGLE CAN BE ATTACHED DIRECTLY TO THE WALL STUD FLANGE PROVIDED BOTH OF THE FOLLOWING CONDITIONS ARE MET. -THE WALL STUD IS 18 GA MIN. AND CAPABLE OF SUPPORING THE BRACE FORCE. -THE BRACE WIRE ALIGNS WITH THE WALL STUD WEB. METAL STUD 20 GA MIN. 1 LAYER OF GYP. BD. MAX 4.10 1 -1/2"x 1 -1/2"x 12 GAx 1" CLIP ANGLE W/ (2) # 10X1-1/4" SMS (SEE NOTE 1) 600S137-54 SPAN (2) WALL STUDS MINIMUM.CONNECT 600S TO EACH WLL STUD PER SCHEDULE BELOW1/2" MAX.NOTES: 1.STRUCTURAL STEEL MEMBER SHALL NOT BE LESS THAN 3/16" THIK. 2.CONNECTIONS SHALL NOT BE MADE WITHIN THE PROTECTED ZONE OF STEEL MOMENT FRAME BEAMS, SEE STRUCTURAL DRAWINGS. 3.REFER TO 5.20 AND 5.30 FOR ADDITIONAL INFORMATION. 2".CUT FLANGES AND BEND (2) 0.157"Ø HILTI XU (ICC ESR-2269) CHANNEL STRUT NOTES: WIRE SPLICES ARE SHOWN LOOSELY TIED FOR ILLUSTRATIVE PURPOSES ONLY AND SHALL BE DRAWN TIGHT TO COMPLETE INSTALLATION WHEN CONSTRUCTED. BRACE OR HANGER WIRE 3 TURNS IN 3" TYPICAL @ EACH END HANGER WIRE ONLY HANGER WIRE INSULATION OVER METAL DECK #12 S.M.S METAL DECK (20 GA. MIN.) (2)#10 S.M.S 3/4" MIN.(2)#10 S.M.S L 2" x 2" x 12 GA. X 0'-8" (2)#10 S.M.S L 2" x 2" x 12 GA. OPTION 1 OPTION 2 CHANNEL STRUT WALL STUD PARTITION SEE WALL TYPES 5/8" GYP. BD. CEILING METAL STUDS @ 16" O.C. (1-5/8" FLANGES) SEE SPAN TABLE FOR SIZE MIDPSAN BLOCKING PLACE AT 8'-0" O.C. & AT EA. END OF STRAP RUNS 20 GA. CEILING JOISTS FROM SPACING AND SIZING, SEE JOIST SCHEDULE BELOW 5/8" TYPE 'X" GYP. BD. 2 1/2" x 18 GA MIDSPAN BRIDGING W/ #10 S.M.S. AT EA. STUD & (4) #10 PER BLOCK (2) #10 EA. FLANGE CLEAR SPAN SEE TABLE BELOW JOIST SCHEDULE STUD SIZE SPACING SPAN (DEFLECTION IS A MAX. OF L/360 ) 2 1/2" x 20 GA 16" 16" 16" 3 5/8" x 20 GA 6" x 20 GA NON-ACCESSIBLE = 6 psf ACCESSIBLE = 13 psf UNSUPPORTED MIDSPAN BLKG. UNSUPPORTED MIDSPAN BLKG. 9' -0" 10' -6" 12' -0" 9' -0" 12' -0" 15' -0" 7' -0" 8' -6" 9' -6" 7' -0" 10' -0" 11' -6" A809 9 TYP CEILING JOIST PER 10/A808 ATTACH WITH 4 -#10 S.M.S. TO EA. STUD PER PLAN #10 SMS, TB 18 GA WITH 3-#10 SHEET METAL SCREWS AT EACH STUD 5/8" GYP. BD. CEILING. WALL PER PLAN TAPED AND FINISHED CORNER TIGHT FIT DESIRED 1/4" MAX 18 GA. TRACK SAME SIZE AS CEILING JOISTS PERIMETER CHANNEL 24GA Z-HOLD DOWN* METALWORKS PANEL (FIELD CUT AT PERIMETER CONDITIONS) FIELD CUT TEES AT PERIMETER CONDITIONS INDEPENDENTLY SUPPORTED LIGHT FIXTURE 12 GAUGE HANGER WIRE (BY OTHERS) COMPRESSION STRUT ASSEMBLY CLASS A ACOUSTICAL INSULATION HEAVY DUTY SECURITY GRID SYSTEM TYP MAIN TEEHEAVY DUTY SECURITY GRID SYSTEM TYP CROSS TEE 12 GAUGE HANGER WIRE1/2" GALV. STEEL TUBE INSTALLED 4'-0" ON CENTER 3/4" GALV. STEEL TUBE TO UNDERSIDE OF DECK INSTALLED 4'-0" ON CENTER 2 EACH TEK SCREWS PLASTIC TIE TYP ANGLE CLIP SECURED TO DECK ABOVE COMPRESSION STRUT ASSEMBLY HEAVY DUTY SECURITY GRID SYSTEM PERIMETER CHANNEL 24GA Z-HOLD DOWN* WALL ANCHOR CLASS A ACOUSTICAL INSULATION TYP (WHERE PERFORATED PANELS ARE USED) METALWORKS PANEL TYP CLASS A ACOUSTICAL INSULATION TYP (WHERE PERFORATED PANELS ARE USED) HEAVY DUTY SECURITY GRID SYSTEM LIGHTS ARE TO BE INDEPENDENTLY SUPPORTED RECESSED LIGHT FIXTURE SECURITY FASTENERS (BY LIGHTING MANUFACTURER) METALWORKS PANEL Level 2 13' -6" 3 B.O.CEILING 22' -6" 3 UPPER CABINETS WITH GLASS DOOR VACUUM SYSTEM PER MECH. SOLID SURFACE COUNTERTOP WITH BACKSPLASH 34"15"30"2X2 ACOUSTICAL CEILING REFER TO RCP EXHAUST PIPE UP TO ROOF, REER TO MECHANICAL A811 5 UNDER CABINET LED LIGHTING REFER TO ELECTRICAL Level 2 13' -6" 3 3.1 B.O.CEILING 22' -6" OPEN KNEE SPACE FOR WORK STATIONS OPEN SHELVING UPPER CABINET SOLID SURFACE COUNTERTOP WITH BACKSPLASH VACUUM SYSTEM PER MECH.31"14"34"2X2 ACOUSTICAL CEILING REFER TO RCP 4" PLAM FINISH: LINEARITY FINISH WITH AEON™ 7960K-18 FIXED SHELVES SOLID SURFACE COUNTERTOP BACK PANEL PLAM FINISH: LINEARITY FINISH WITH AEON™ 7960K-18 BASE, DO NOT APPLY RUBBER BASE DOOR PULL ADJUSTABLE SHELF A803 8 SIM. A811 10 A803 8 SIM.3' - 0"A811 412"EQEQEQEQEQGENERAL NOTES: 1. FOR TYP. METAL GRID CEILING INSTALLATION REFER TO SHEET A808. 2. FOR EVERY ROOM WHERE THIS METALWORKS SECURITY CEILING IS INSTALLED PROVIDE AN ACCESS HATCH. A810 11 A810 12 A810 14 COUNTERTOP 2X4 WOOD STUD CONSTRUCTION, TYP. PLAM FINISH BACK PANEL DOOR PULLS MAX HEIGHT34"BACKSPLASH 34"7"PLASTIC LAMINATE TOE KICK DOOR WITH INTEGRAL TOE KICK (FOR ADA) PROVIDE CUT-OUTS FOR SCHEDULED SINK, COORDINATE W/ PLUMBING CONTRACTOR FOR SIZES AND TEMPLATES ATTACH TO DOOR FOR INTEGRAL DOOR BLOCKING TO PROVIDE DOOR STOP 4" HOT WATER AND DRAIN PIPES UNDER ACCESSIBLE SINK SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE OBJECTS OR SURFACES UNDER SINK. 9"8"CLR.9"HILTI KB-II EXPANSION BOLT 2"x3"x1/4"x4" LONG ANGLE SHELF LEG MIN.2 1/2"BASE CABINET DEPTH, UNO REFER TO ELEVATIONS 34" A.F.F. MAX.2'-0" TYPICAL AND 1'-9" AT LAVATORIES UNO, REFER TO PLANS AND ELEVATIONS SEALANT SUPPORT FRAME AS REQUIRED FLUSH BOTTOM AT KNEE SPACES SPLASH AT ENDS AS INDICATED ON ELEVATIONS OR AS NOTED ON COUNTER TYPES 1/2" RADIUS UNO 27" CLR. A.F.F. MIN.SOLID SURFACE: COLOR PER FINISH SCHED. 1/A722 30" WIDE BY 19" MIN. DEPTH TOE AND KNEE CLEARANCE REQUIRED CLEARANCE REQUIRED FOR WORK SPACE PER 11B-306.3.3, EXC 2. 24" 1" UNO 1"4"1 1/2"(1) #8 F.H.W.S. W/FINISH WASHER @ 10" O.C. 2x4 CONT. BASE 10 F.H.W.S. @ 12" O.C. MAX. AND 6" FROM CABINET ENDS DASHED LINE INDICATES WALL BASE AND FINISH FLOOR MATERIAL. SEE FINISH SCHEDULE 4" SLEEPER ANCHOR 6" FROM EACH END AND 12" O.C. MAX. 0.145 x 1-1/4" EMBED IN CONC. HILTI X-DN1 PER ICC- ES-1290 4"2x4 SLEEPER @ 24" O.C. CABINET * CASEWORK FASTENERS TO BLOCKING SHALL BE A MINIMUM #14x3", S.M.S @ 16" O.C., TYPE 17 HARD, ZINC PLATED, FULL THREAD SCREWS. 3 SCREWS MIN. PER CASEWORK AT TOP AND BOTTOM. 3' - 0"2' - 10"A811 10 3' - 0"3' - 6"A811 10 MAX 10"MIN15"48" MAXMIN15"48" MAXUNOBSTRUCTED SIDE REACH UNOBSTRUCTED FORWARD REACH 48" MAXOBSTRUCTED FORWARD REACH 20" MAX 44" MAXOBSTRUCTED FORWARD REACH >20" - 25" MAX MAX 10"34" MAX48" MAXOBSTRUCTED SIDE REACH 24" MAX >10" -34" MAX46" MAXOBSTRUCTED SIDE REACH T.O.BOX, TYP. BOTTOM OF BOX, TYP. F.F.TEL / DATA / ELECTTEL / DATA / ELECAT COUNTERTOPS1' - 6"2'-10" MAX.4'-0" MAX7"BACKSPLASH COUNTERTOP 10" MAX. COUNTERTOP 2X4 WOOD STUD CONSTRUCTION, TYP.4"23 1/2"5"1 1/2"CONTINUOUS RAIL PLAM FINISH BASE, DO NOT APPLY RUBBER BASE BACK PANEL 4" PROVIDE SOLID BLOCKING AS REQUIRED @ EACH DRAWER TO MOUNT DRAWER SLIDE HARDWARE DOOR PULLS ADJUSTABLE SHELF MAX HEIGHT34"BACKSPLASH 1. CASEWORK FASTENERS TO BLOCKING SHALL BE A MIN. #14x3", S.M.S @ 16"o.c., TYPE 17 HARD, ZINC PLATED, FULL THREAD SCREWS. 3 SCREWS MIN. PER CASEWORK AT TOP, MID. AND BTM. A803 8 SIM. A811 10 A811 10 A803 8 SIM. 5 A8112' - 0"4" 1X4 WOOD STUD CONSTRUCTION, TYP. BACK PANEL PLAM FINISH: LINEARITY FINISH WITH AEON™ 7960K-18 DOOR PULL ADJUSTABLE SHELF PLAM FINISH: LINEARITY FINISH WITH AEON™ 7960K-18 FIXED SHELVES SOLID SURFACE COUNTERTOP 2X4 WOOD STUD CONSTRUCTION, TYP. BACK PANEL PLAM FINISH: LINEARITY FINISH WITH AEON™ 7960K-18 BASE, DO NOT APPLY RUBBER BASE DOOR PULL ADJUSTABLE SHELF A803 8 SIM. A811 10 A803 8 SIM.MAX34"A811 4 1X4 WOOD CASEWORK FRAME, TYP. 1X4 WOOD STUD LEDGER, TYP. BACK PANEL PLAM FINISH: LINEARITY FINISH WITH AEON™ 7960K-18 FIXED SHELVES PONY WALL HEIGHT2' - 0"TYP.6"TYP. 11 1/2"EQEQEQEQEQEQEQEQEQWALL FINISH PER FINISH PLAN 2X4 WOOD STUD LEDGER, TYP. A803 8 SIM. A803 8 SIM. FRAME OVERHANG 6" 2" X 4" COUNTERTOP SUPPORT STUD POCKET SCREWED W/ 1" LONG SELF-TAPPING SCREWS 1" X 4" CABINET FRAME MEMBERS 1" X 4" SUPPRT FRAME MEMBERS CABINET DOOR BEYOND 3" LONG SELF-TAPPING SCREWS CONNECTING COUNTERTOP FRAME TO CABINET COUNTERTOP OVERHANG 7" SOLID SURFACE COUNTERTOP SCALE: 1 1/2" = 1'-0" REF: A503 A811 8 MILLWORK SECTION DETAIL - ADA SCALE: 3" = 1'-0" A811 6 SHELVING ANCHOR SCALE: 1 1/2" = 1'-0" A811 2 TYPICAL COUNTERTOP INFORMATION SCALE: 3" = 1'-0" REF: A810 A811 10 CABINET BASE ATTACHMENT SCALE: 3/4" = 1'-0" A811 3 ACCESSIBLE & HIGH RECEPTION COUNTER SCALE: 3/8" = 1'-0" A811 16 REACH RANGES SCALE: 1/2" = 1'-0" A811 7 MILLWORK WALL OUTLETS SCALE: 1 1/2" = 1'-0" REF: A503 A811 5 MILLWORK SECTION DETAIL MTL. STUDS @ 16" O.C. PER PLAN BATT INSULATION WHERE OCCURS, TYP. HUNTER DOUGLAS 300c LINEAR PLANK MULTI BOX CONTINUOUS WALL. FIN. FLR. (E) CONCRETE SLAB LEVEL-3 BULLET RESISTANCE PANEL (10' HIGH PANEL) PER MFR. FIELD SHIM PANEL TO MAKE FLUSH WITH 1/2" PLYWOOD. PROTECTED SIDEPUBLIC SIDE 5/8" GYP. BD. 6" X 1 5/8" FLANGE X 16 GA MTL STUD @ 16" O.C.W/ 1/2" DIAM. X 2" EMBEDED HILTI KBTZ BOLT @ 16" O.C. TO SLAB, 1 #10 LEG TO EA. STUD MTL. STUDS @ 16" O.C PER PLAN. PACK FULL WITH MINERAL WOOL INSULATION, TYP. UNIVERSAL CARRIER HUNTER DOUGLAS 300c LINEAR PLANK MULTI BOX CONTINUOUS WALL. FLAT RECESSED CLOSURE BOX 8 PANEL7 1/4".BOX 6 PANEL5 1/4".BOX 4 PANEL3 1/4".BOX 2 PANEL1 1/4".REVEAL TYP.3/4".SEE B.R.P. DETAILS FOR ATTACHMENT TO MTL. STUD. PROTECTED SIDEPUBLIC SIDE LEVEL-3 BULLET RESISTANCE PANEL (10' HIGH PANEL) PER MFR. FIELD SHIM PANEL TO MAKE FLUSH WITH 1/2" PLYWOOD. 5/8" GYP. BD. BATT INSULATION WHERE OCCURS, TYP. HUNTER DOUGLAS 300c LINEAR PLANK MULTI BOX CONTINUOUS WALL IN 8453 ANGRE OR APPROVED EQUAL TYP. 1" WALL ANGLE HOLD DOWN 2 1/8" FLOATING J-TRIM, .025" ALUMINUM, TYP. 12 GAGE HANGING WIRE @ 4' -0" MAX SPACING TYP. MTL. STUDS @ 16" O.C PER PLAN. LEVEL-3 BULLET RESISTANCE PANEL (10' HIGH PANEL) PER MFR. FIELD SHIM PANEL TO MAKE FLUSH WITH 1/2" PLYWOOD. 5/8" GYP. BD. (E) WALL TO REMAIN 6" X 1 5/8" FLANGE X 16 GA MTL STUD @ 16" O.C. 1-LAYER 1/2" PLYWOOD SHEATHING HUNTER DOUGLAS 300c LINEAR PLANK MULTI BOX CONTINUOUS WALL. (E) 16 GA BENT CONTINUOUS CLOSURE TYP. (E) STRUCTURAL BEAM 1 1/2" X 1 1/2" X 16 GA W/ 2 # 12 EA LEG (N) WELDED JOINT CONTINUOUS BLOCKING 6" X 1 5/8" FLANGE X 16 GA MTL STUD @ 16" O.C.W/ 1/2" DIAM. X 2" EMBEDED HILTI KBTZ BOLT @ 16" O.C. TO SLAB, 1 #10 LEG TO EA. STUD 6" X 1 5/8" FLANGE X 16 GA MTL STUD @ 16" O.C. (E) ROOF OVER MTL. DECK TO REMAIN MTL. STUDS @ 16" O.C. PER PLAN 3" WIDE 16 GA METAL STRAP ACROSS 2 FLUTES EA SIDE OF WALL @ 48" O.C. 16 GA SLIP TRACK ON NESTING TRACK 3 5/8" MTL. STUD @ 16" O.C. ONE LAYER 1/2" PLYWOOD. UNIVERSAL CARRIER PER MFR. MIN #12 SELF-DRILLING SCREW WITH 1/2" DIA. WASHER HEAD BY OTHERS. THROUGH FASTEN CARRIER FROM BELOW ONLY, TYP. UNIVERSAL CARRIER FIELD CUT BOX 4 PANEL END 1-3/4" J-TRIM LONG J-TRIM OVERHANG, TYP. 1" HAT CHANNEL @ 8" O.C. 12" MAX. PANEL 4" HANGER WIRE 4' -0" MAX SPACING, TYP. BOX PANEL (E) CONC. FLOOR OVER MTL. DECK TO REMAIN UNIVERSAL CARRIER HANGER WIRE CONNECTION TO METAL DECK REFERENCE DETAIL 12/A808 REMOVE (E) GYP BOARD (E) WALL TO REMAIN1" HAT CHANNEL @ 10" O.C. ONE LAYER 1/2" PLYWOOD. HUNTER DOUGLAS 300c LINEAR PLANK MULTI BOX CONTINUOUS WALL. 1" HAT CHANNEL @ 8" O.C. (E) 16 GA BENT CONTINUOUS CLOSURE TYP. (E) CONCRETE SLAB OVER CORRUGATED MTL DECK 3" WIDE 16 GA METAL STRAP ACROSS 2 FLUTES EA SIDE OF WALL @ 48" O.C. METAL CHANNEL METAL STUD TRACK6"MTL. STUD WALL @ 16" O.C. PER PLAN PACK FULL WITH MINERAL WOOL INSULATION, TYP. DROP DOWN GYP CEILING REFER TO SHEET ACOUSTICAL CEILING REFER TO SHEET /1 A808 (E) GYP BOARD ONE LAYER 1/2" PLYWOOD. 1/2" HAT CHANNEL @ 8" O.C. 3 5/8" MTL. STUDS @ 16" O.C. PACK FULL WITH MINERAL WOOL INSULATION, TYP. HUNTER DOUGLAS 300c LINEAR PLANK MULTI BOX CONTINUOUS WALL. /2 A809 SOFFIT THICKNESS 1' - 0" TWO LAYERS 1/4" PROPRIETARY PLIABLE GYP. BD. APPLIED PARALLEL OR AT RIGHT ANGLES TO EA. SIDE OF STUD. WITH 1" TYPE 'S' DRYWALL SCREWS @ 8" O.C. @ VERTICAL JOINTS & 12" O.C. @ FLOOR AND CEILING RUNNERS & INTERMEDIATE STUDS, TYP. 3 5/8" MTL. STUDS USED AS BLOCKING @ 8" O.C. MTL. STUD SCREWS PER STRUCTURE 3 5/8" MTL. STUDS @ 8" O.C. ONE LAYER 1/2" PROPRIETARY TYPE 'X' GYP. 1 1/4" DRYWALL CORNER BEAD 1" WALL ANGLE HOLD DOWN 2 1/8" FLOATING J-TRIM, .025" ALUMINUM, TYP. 12 GAGE HANGING WIRE @ 4' -0" MAX SPACING TYP.GYP BOARD ABOVE CEILING6"UNIVERSAL CARRIER HUNTER DOUGLAS 300c LINEAR PLANK MULTI BOX CONTINUOUS WALL. FLAT RECESSED CLOSURE 3 5/8" MTL. STUDS @ 8" O.C. 2-LAYERS OF 1/4" PROPRIETARY PLIABLE GYP. BD. 3" WIDE 16 GA METAL STRAP ACROSS 2 FLUTES EA SIDE OF WALL @ 48" O.C. MTL L STUD TRACK (E) CONCRETE SLAB OVER METAL DECK. SCREW ATTACH TO METAL DECK PER STRUCTURE 3 5/8" MTL. STUDS @ 8" O.C. 2-LAYERS 1/4" PROPRIETARY PLIABLE GYP. BD 3 5/8" MTL. STUDS USED AS BLOCKING @ 8" O.C. MTL. STUD SCREWS PER STRUCTURE AIR GAP 3 1/2" 2x_ MTL. STUDS @ 16" O.C. WALL PER PLAN BATT INSULATION WHERE OCCURS TYP. BOTT. TRACK CONNECT TO (E) CONCRETE SLAB WITH TAPCON SCREWS PER FIN. FLR. /4 A803 (E) CONCRETE SLAB. EXT. 5/8" TYPE 'X' GYP. BD. O/ LEVEL-3 BULLET RESISTANCE PANEL (10' HIGH PANEL) PER MFR. PROTECTED SIDE PUBLIC SIDE INT. 5/8" TYPE 'X' GYP. BD. ACOUSTICAL CEILING REFER TO SHEET A808 1" WALL ANGLE HOLD DOWN 2 1/8" FLOATING J-TRIM, .025" ALUMINUM, TYP. 12 GAGE HANGING WIRE @ 4' -0" MAX SPACING TYP. UNIVERSAL CARRIER FIELD CUT BOX 4 PANEL END PROTECTED SIDE PUBLIC SIDE 2x_ MTL. STUDS @ 16" O.C. WALL PER PLAN BATT INSULATION WHERE OCCURS TYP. EXT. 5/8" TYPE 'X' GYP. BD. O/ LEVEL-3 BULLET RESISTANCE PANEL (10' HIGH PANEL) PER MFR. 6" 3 A813 3 A813 LEVEL 3 BULLET RESISTANT GLASS PANEL PER MFR. PASS THROUGH ATTACHED TO COUNTER TOP WITH ADHESIVE 1/2" BASE PLATE W/ 4 -3/8" X 2" EMBEDED HILTI KBTZ BOLTS STEEL BOTTOM TRACK TRACK PER MANUFACTURE ATTACH PER MANUFACTURE SPECIFICATIONS ABOVE PASS THROUGH STONE/DURABLE FINISH ATTACHED TO STRUCTURE WITH ADHESIVE HSS 3" X 2" FLAT 1" X 3/4" 4 HOLE BRACKET WITH 4 # 8 SCREWS BUILT UP 600 S 162-54 W/ 600 T 150-54 4 # 12 SCREWS EA. SIDE OF SPLICE 1/4" THICK CAP PLATE HSS 2" X 2" HSS 6" X 6" X 1/4" @ 4' -0" O.C. PER STRUCTURE HUNTER DOUGLAS 300c LINEAR PLANK MULTI BOX CONTINUOUS WALL. (E) CONCRETE SLAB HEIGHT OF COLUMN29 1/8"1 1/4" S.S. U-CHANNEL ATTACHED TO BOTTOM OF GLASS LEVEL-3 BULLET RESISTANCE PANEL PER MFR. O/ 1/2" HATCH CHANNEL 5/8" TYPE 'X' GYP. BD. O/ 1/2" HATCH CHANNEL 1/2"1/2"4"6"4"1/2"1/2" HSS 6" X 6" X 1/4" 600 S 162-54 W/ 2 #12 @ 12" O.C. MAX POST BELOW SPLICE WHERE CENTER COLUMNS 600 S 162-54 TRACK TOP BETWEEN POSTS 1/4" 1/4"1"1"1/4" 1/4"P.S.P 1/4" 1/4"P.S.P IN LINE POSTCORNER POST 1/4" STAFF SIDE 12 GAGE HANGING WIRE @ 4' -0" MAX SPACING TYP. UNIVERSAL CARRIER FIELD CUT BOX 4 PANEL END HSS 2" X 2" X 1/4" HSS 6" X 2" X 1/4" 2" X 2" X 1/4" HSS SLEEL TOP TRACK PER MANUFACTURE ATTACH PER MANUFACTURE LEVEL 3 BULLET RESISTANT GLASS PANEL PER MFR. SLEEL BOTTOM TRACK 1" X 3/4" 4 HOLE BRACKET WITH 4 # 8 SCREWS SLEEL BOTTOM MOUNTING TRACK SCREWED TO HSS 2" X 2" WITH #8 SCREWS EVERY 10". 1/4" GAP BACKER ROD W/ CONT. FIRE RATED CALKING EA. SIDE HSS 2" X 2" X 1/4" SCREWED TO 600 S 162-54 W/ 4 # 8 SCREWS BUILT UP 600 S 162-54 W/ 600 T 150-54 1 1/4" S.S. U-CHANNEL ATTACHED TO BOTTOM OF GLASS 6" 3 A813 3 A813 LEVEL 3 BULLET RESISTANT GLASS PANEL PER MFR. 1/2" BASE PLATE W/ 4 -3/8" X 2" EMBEDED HILTI KBTZ BOLTS STONE/DURABLE FINISH ATTACHED TO STRUCTURE WITH ADHESIVE BUILT UP 600 S 162-54 W/ 600 T 150-54 SCREWED TOGETHER WITH #12 SCREWS 4 # 12 SCREWS EA. SIDE OF SPLICE 1/4" THICK CAP PLATE HSS 6" X 6" X 1/4" @ 4' -0" O.C. PER STRUCTURE LEVEL-3 BULLET RESISTANCE PANEL PER MFR. O/ 1/2" HATCH CHANNEL (E) CONCRETE SLAB HEIGHT OF COLUMN29 1/8"STEEL BOTTOM TRACK PER MANUFACTURE ATTACH PER MANUFACTURE SPECIFICATIONS 1/4" GAP BACKER ROD W/ CONT. FIRE RATED CALKING EA. SIDE 1 1/4" S.S. U-CHANNEL ATTACHED TO BOTTOM OF GLASS 5/8" TYPE 'X' GYP. BD. O/ 1/2" HATCH CHANNEL TURN BRACKET 90 DEGREES WHERE DECK RUNS PERPENDICULAR TO PARTITION WT S X 24.5 X 20"± WITH (4) 3/8" DIA. X 2 3/4" EMBEDED HILTI KBTZ BOLTS (G" GA) HSS 2" X 2" X 1/4"HSS 2" X 2" X 1/4" ASSEMBLY AT 4' -0" O.C. MAX 3/16" x 3" PLATE @ 32" O.C. WITH 2 -3/8" DIA, X 2 3/4" EMBEDED HILTI KBTZ BOLTS 6" X 16 GA SLIP TRACK WITH 2 #12 SCREWS EACH SIDE OF PLATE 600 S 162-43 @ 16" O.C. 600 T125-43 WITH 2 #10 SCREWSEVERY 16" O.C. HSS 6" X 2" 1/4" (E) CONCRETE FLOOR CUT (E) PRE-FAB CONCRETE, V.I.F. SHIM BACKER ROD AND WEATHER PROOF SEALENT MTL. DRIP EDGE CURVED BREAK MTL. WITH SHIM 6" X 4" COLD FORMED STEEL BOX HEADER PER STRUCTURE PLATE WELDED FROM BOX HEADER TO (E) COLUMN PER STRUCTURAL (E) STEEL COLUMN 6" x 2" ALUMN.TOP MULLION SHIMMED FOR PLUMB ATTACHED PER MANUFACTURER RECOMMENDATIONS STOREFRONT PER WINDOW SCHEDULE (N) NON STRUCUTRAL ROUND BRAKE METAL COLUMN HIGH DENSITY VENEER TO MATCH ADJACENT WOOD DOORS, (FINISHED IN MASONITE ARCHITECTURAL, ASPIRO SERIES, SPECIES WHITE MAPLE (PLAIN SLICED) COLOR: TOAST) 3 5/8" 20 GA. MTL. STUD @ 16" O.C. FURRING WALL FINISH FLOOR (E) CONCRETE SLAB. WALL (E) EXTERIOR 4" TILE BASEBOARD OVER 1/4" CEMENT BOARD 1/2" U-SHAPED ALUM. FRY REGLET STRIP 2 LAYERS OF 1/2" PLYWOOD WALL (E) EXTERIOR CURVED 5/8" GYP. BD. 1/2" U-SHAPED ALUM. FRY REGLET STRIP HIGH DENSITY VENEER TO MATCH ADJACENT WOOD DOORS, (FINISHED IN MASONITE ARCHITECTURAL, ASPIRO SERIES, SPECIES WHITE MAPLE (PLAIN SLICED) COLOR: TOAST) 3 5/8" 20 GA. MTL. STUD @ 16" O.C. FURRING WALL 2 LAYERS OF 1/2" PLYWOOD (34" - 38")36"MIN. 12" + TREAD (E) STRINGER (E) CONCRETE STAIRS 1 1/4" DIA. GALV. STANDARD PIPE HANDRAIL PER 3/A814, PAINT TO MATCH EXISTING 2" MIN. TO 4" MAX. CONTRASTING WARNING STRIP 1" FROM NOSE TREAD @ LAST TREAD MIN. 12"(34" - 38")36"(E) STRINGER 1 1/4" DIA. GALV. STANDARD PIPE HANDRAIL, PAINT TO MATCH EXISTING 2" MIN. TO 4" MAX. CONTRASTING WARNING STRIP 1" FROM NOSE TREAD @ EVERY TOP RUN METAL TRACK & BACKING PLATE TYP. 1 1/4" DIA. HANDRAIL. RETURN END TO WALL, 1/2" GAP, PAINT TO MATCH EXISTING MTL. HANDRAIL BRACKET (TYP.) CLR. 1 1/2"1 1/2"(2) #14 S.M.S. (E) WALL 36" A.F.F (34" - 38")EXISTING RAILING TO REMAIN (E) CONCRETE FLOOR (E) WOOD HANDRAIL TO REMAIN (E) MTL. BOTTOM RAIL (N) FLOORING PER FINISH SCHEDULE (E) WALL (E) STRUCTURE PROVIDE INTERMEDIATE VERTICAL RAIL BETWEEN EXISTING RAILS TO REDUCE OPENING UNDER 4" CLR., WELDED TO TOP AND BOTTOM (DASHED). PAINT TO MATCH EXISTING. 1. SIZE AND SHAPE -CALL BUTTONS SHALL HAVE SQUARE SHOULDERS, BE 3/4 INCH MINIMUM IN THE SMALLEST DIMENSION AND SHALL BE RAISED 1/8 INCH PLUS OR MINUS 1/32 INCH ABOVE THE SURROUNDING SURFACE. THE BUTTONS SHALL BE ACTIVATED BY A MECHANICAL MOTION THAT IS DETECTABLE. (11B-407.2.1.2) 2. LOCATION -THE CALL BUTTON THAT DESIGNATES THE UP DIRECTION SHALL BE LOCATED ABOVE THE CALL BUTTON THAT DESIGNATES THE DOWN DIRECTION. 3. SIGNALS -CALL BUTTONS SHALL HAVE VISIBLE SIGNALS THAT WILL ACTIVATE WHEN EACH CALL IS REGISTERED AND WILL EXTINGUISH WHEN EACH CALL IS ANSWERED. CALL BUTTONS SHALL BE INTERNALLY ILLUMINATED WITH A WHITE LIGHT OVER THE ENTIRE SURFACE OF THE BUTTON. 4. KEYPADS -KEYPADS, WHERE PROVIDED, SHALL BE IN A STANDARD TELEPHONE KEYPAD ARRANGEMENT AND SHALL COMPLY WITH 11B-407.4.7.2 5. HALL SIGNALS - VISIBLE AND AUDIBLE SIGNALS -VISIBLE AND AUDIBLE SIGNALS -A VISIBLE AND AUDIBLE SIGNAL SHALL BE PROVIDED AT EACH HOISTWAY ENTRANCE TO INDICATE WHICH CAR IS ANSWERING A CALL AND THE CAR’S DIRECTION OF TRAVEL. WHERE IN- CAR SIGNALS ARE PROVIDED, THEY SHALL BE VISIBLE FROM THE FLOOR AREA ADJACENT TO THE HALL CALL BUTTONS. VISIBLE SIGNALS –VISIBLE SIGNAL FIXTURES SHALL BE CENTERED AT 72 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND. THE VISIBLE SIGNAL ELEMENTS SHALL BE A MINIMUM 2 1/2 INCHES HIGH BY 2 1/2 INCHES WIDE. SIGNALS SHALL BE VISIBLE FROM THE FLOOR AREA ADJACENT TO THE HALL CALL BUTTON. AUDIBLE SIGNALS –AUDIBLE SIGNALS SHALL SOUND ONCE FOR THE UP DIRECTION AND TWICE FOR THE DOWN DIRECTION, OR SHALL HAVE VERBAL ANNUNCIATORS THAT INDICATE THE DIRECTION OF ELEVATOR CAR TRAVEL. AUDIBLE SIGNALS SHALL HAVE A FREQUENCY OF 1500 HZ MAXIMUM. VERBAL ANNUNCIATORS SHALL HAVE A FREQUENCY OF 300 HZ MINIMUM AND 3000 HZ MAXIMUM. THE AUDIBLE SIGNAL AND VERBAL ANNUNCIATOR SHALL BE 10 DB MINIMUM ABOVE AMBIENT, BUT SHALL NOT EXCEED 80 DB, MEASURED AT THE HALL CALL BUTTONS. C) HOISTWAY SIGNS –SIGNS AT ELEVATOR HOISTWAYS SHALL COMPLY WITH 11B-407.2.3. 6. FLOOR DESIGNATION –FLOOR DESIGNATIONS COMPLYING WITH 11B-703.2 AND 11B-703.4.1 SHALL BE PROVIDED ON BOTH JAMBS OF ELEVATOR HOISTWAY ENTRANCES. FLOOR DESIGNATIONS SHALL BE PROVIDED IN BOTH RAISED CHARACTERS AND BRAILLE. RAISED CHARACTERS SHALL BE 2 INCHES HIGH. A RAISED STAR, PLACED TO THE LEFT OF THE FLOOR DESIGNATION, SHALL BE PROVIDED ON BOTH JAMBS AT THE MAIN ENTRY LEVEL. THE OUTSIDE DIAMETER OF THE STAR SHALL BE 2 INCHES AND ALL POINTS SHALL BE OF EQUAL LENGTH. RAISED CHARACTERS, INCLUDING THE STAR, SHALL BE WHITE ON A BLACK BACKGROUND. BRAILLE COMPLYING WITH 11B-703.3 SHALL BE PLACED BELOW THE CORRESPONDING RAISED CHARACTERS AND THE STAR. THE BRAILLE TRANSLATION FOR THE STAR SHALL BE “MAIN”. APPLIED PLATES ARE ACCEPTABLE IF THEY ARE PERMANENTLY FIXED TO THE JAMB. D) TWO-WAY COMMUNICATION –1009.8 7. ELEVATOR DOOR REQUIREMENTS -A) TYPE –ELEVATOR DOORS SHALL BE THE HORIZONTAL SLIDING TYPE. CAR GATES SHALL BE PROHIBITED. B) OPERATION – ELEVATOR HOISTWAY AND CAR DOORS SHALL OPEN AND CLOSE AUTOMATICALLY. C) REOPENING DEVICE –ELEVATOR DOORS SHALL BE PROVIDED WITH A REOPENING DEVICE COMPLYING WITH 11B-407.3.3 THAT SHALL STOP AND REOPEN A CAR DOOR AND HOISTWAY DOOR AUTOMATICALLY IF THE DOOR BECOMES OBSTRUCTED BY AN OBJECT OR PERSON. D) HEIGHT –THE DEVICE SHALL BE ACTIVATED BY SENSING AN OBSTRUCTION PASSING THROUGH THE OPENING AT 5 INCHES NOMINAL AND 29 INCHES NOMINAL ABOVE THE FINISH FLOOR. E) CONTACT –THE DEVICE SHALL NOT REQUIRE PHYSICAL CONTACT TO BE ACTIVATED, ALTHOUGH CONTACT IS PERMITTED TO OCCUR BEFORE THE DOOR REVERSES. F) DURATION –DOOR REOPENING DEVICES SHALL REMAIN EFFECTIVE FOR 20 SECONDS MINIMUM. G) DOOR AND SIGNAL TIMING –THE MINIMUM ACCEPTABLE TIME FROM NOTIFICATION THAT A CAR IS ANSWERING A CALL UNTIL THE DOORS OF THAT CAR START TO CLOSE SHALL BE CALCULATED FROM THE FOLLOWING EQUATION: T = D/(1.5 FT/S) OR T = D/(457 MM/S) = 5 SECONDS MINIMUM WHERE T EQUALS THE TOTAL TIME IN SECONDS AND D EQUALS THE DISTANCE (IN FEET OR MILLIMETERS) FROM THE POINT IN THE LOBBY OR CORRIDOR 60 INCHES DIRECTLY IN FRONT OF THE FARTHEST CALL BUTTON CONTROLLING THAT CAR TO THE CENTERLINE OF ITS HOISTWAY DOOR. H) DOOR DELAY –ELEVATOR DOORS SHALL REMAIN FULLY OPEN IN RESPONSE TO A CAR CALL FOR 5 SECONDS MINIMUM. I) WIDTH –THE WIDTH OF ELEVATOR DOORS SHALL COMPLY WITH TABLE 11B-407.4.1. 8. ELEVATOR CAR REQUIREMENTS -A) CAR DIMENSIONS –INSIDE DIMENSIONS OF ELEVATOR CARS AND CLEAR WIDTH OF ELEVATOR DOORS SHALL COMPLY WITH TABLE 407.4.1. WHERE ELEVATORS ARE PROVIDED IN BUILDINGS FOUR OR MORE STORIES ABOVE, OR FOUR OR MORE STORIES BELOW, GRADE PLANE, NOT FEWER THAN ONE ELEVATOR SHALL BE PROVIDED FOR FIRE DEPARTMENT EMERGENCY ACCESS TO ALL FLOORS (80”X 54”INSIDE CAR DIMENSIONS OR OTHERWISE ACCOMMODATE REQUIREMENT) PER 3002.4 AND 3002.4.3A. B) FLOOR SURFACES – FLOOR SURFACES IN ELEVATOR CARS SHALL COMPLY WITH 11B-302 AND 11B-303. C) PLATFORM TO HOISTWAY CLEARANCE –THE CLEARANCE BETWEEN THE CAR PLATFORM SILL AND THE EDGE OF ANY HOISTWAY LANDING SHALL BE 1 1/4 INCHES MAXIMUM IN COMPLIANCE WITH 11B-407.4.3. D) LEVELING –EACH CAR SHALL BE EQUIPPED WITH A SELF- LEVELING FEATURE THAT WILL AUTOMATICALLY BRING AND MAINTAIN THE CAR AT FLOOR LANDINGS WITHIN A TOLERANCE OF 1/2 INCH UNDER RATED LOADING TO ZERO LOADING CONDITIONS. E) ILLUMINATION –THE LEVEL OF ILLUMINATION AT THE CAR CONTROLS, PLATFORM, CAR THRESHOLD AND CAR LANDING SILL SHALL BE 5 FOOT CANDLES MINIMUM. F) ELEVATOR CAR CONTROLS – WHERE PROVIDED, THEY SHALL COMPLY WITH 11B-407.4.6 AND 11B-309.4. •LOCATION –CONTROLS SHALL BE LOCATED WITHIN ONE OF THE REACH RANGES SPECIFIED IN 11B-308. •BUTTONS –CAR CONTROL BUTTONS WITH FLOOR DESIGNATIONS SHALL COMPLY WITH THE FOLLOWING: O SIZE AND SHAPE –BUTTONS SHALL HAVE SQUARE SHOULDERS, BE 3/4 INCH MINIMUM IN THE SMALLEST DIMENSION AND BE RAISED 1/8 INCH PLUS OR MINUS 1/32 INCH ABOVE THE SURROUNDING SURFACE. O ARRANGEMENT –BUTTONS SHALL BE ARRANGED WITH NUMBERS IN ASCENDING ORDER. WHEN TWO OR MORE COLUMNS OF BUTTONS ARE PROVIDED THEY SHALL READ FROM LEFT TO RIGHT. O ILLUMINATION –CAR CONTROL BUTTONS SHALL BE ILLUMINATED. O OPERATION –CAR CONTROL BUTTONS SHALL BE ACTIVATED BY A MECHANICAL MOTION THAT IS DETECTABLE. •KEYPADS –CAR CONTROL KEYPADS SHALL BE IN A STANDARD TELEPHONE KEYPAD ARRANGEMENT AND SHALL COMPLY WITH 11B-407.4.7.2. •EMERGENCY CONTROLS –EMERGENCY CONTROLS SHALL COMPLY WITH 11B-407.4.6.4. O HEIGHT –EMERGENCY CONTROL BUTTONS SHALL HAVE THEIR CENTERLINES 35 INCHES MINIMUM ABOVE THE FINISH FLOOR. O LOCATION – EMERGENCY CONTROLS, INCLUDING THE EMERGENCY ALARM, SHALL BE GROUPED AT THE BOTTOM OF THE PANEL. G) DESIGNATIONS AND INDICATORS OF CAR CONTROLS –THEY SHALL COMPLY WITH 11B-407.4.7. PASSENGER ELEVATOR NOTES:CHAPTER 11B-206.6 and 11B-407; 2019 CALIFORNIA BUILDING CODE •BUTTONS –CAR CONTROL BUTTONS SHALL COMPLY WITH 11B-407.4.7.1. O TYPE – CONTROL BUTTONS SHALL BE IDENTIFIED BY RAISED CHARACTERS OR SYMBOLS, WHITE ON A BLACK BACKGROUND, COMPLYING WITH 11B-703.2 AND BRAILLE COMPLYING WITH 11B-703.3. O LOCATION –RAISED CHARACTERS OR SYMBOLS AND BRAILLE DESIGNATIONS SHALL BE PLACED IMMEDIATELY TO THE LEFT OF THE CONTROL BUTTON TO WHICH THE DESIGNATIONS APPLY. O SYMBOLS –THE CONTROL BUTTON FOR THE EMERGENCY STOP, ALARM, DOOR OPEN, DOOR CLOSE, MAIN ENTRY FLOOR, AND PHONE, SHALL BE IDENTIFIED WITH RAISED SYMBOLS AND BRAILLE AS SHOWN IN TABLE 11B-407.4.7.1.3. O VISIBLE INDICATORS –BUTTONS WITH FLOOR DESIGNATIONS SHALL BE PROVIDED WITH VISIBLE INDICATORS TO SHOW THAT A CALL HAS BEEN REGISTERED. THE VISIBLE INDICATION SHALL EXTINGUISH WHEN THE CAR ARRIVES AT THE DESIGNATED FLOOR. O BUTTON SPACING –A MINIMUM CLEAR SPACE OF 3/8 INCH OR OTHER SUITABLE MEANS OF SEPARATION SHALL BE PROVIDED BETWEEN ROWS OF CONTROL BUTTONS. •KEYPADS –KEYPADS SHALL BE IDENTIFIED BY CHARACTERS COMPLYING WITH 11B-703.5 AND SHALL BE CENTERED ON THE CORRESPONDING KEYPAD BUTTON. THE NUMBER FIVE KEY SHALL HAVE A SINGLE RAISED DOT. THE DOT SHALL BE 0.118 INCH TO 0.120 INCH BASE DIAMETER AND IN OTHER ASPECTS COMPLY WITH TABLE 11B-703.3.1. H) CAR POSITION INDICATORS –AUDIBLE AND VISIBLE CAR POSITION INDICATORS SHALL BE PROVIDED IN ELEVATOR CARS. •VISIBLE INDICATORS –VISIBLE INDICATORS SHALL COMPLY WITH 11B-407.4.8.1. O SIZE –CHARACTERS SHALL BE 1/2 INCH HIGH MINIMUM. O LOCATION –INDICATORS SHALL BE LOCATED ABOVE THE CAR CONTROL PANEL OR ABOVE THE DOOR. O FLOOR ARRIVAL –AS THE CAR PASSES A FLOOR AND WHEN A CAR STOPS AT A FLOOR SERVED BY THE ELEVATOR, THE CORRESPONDING CHARACTER SHALL ILLUMINATE. •AUDIBLE INDICATORS –AUDIBLE INDICATORS SHALL COMPLY WITH 11B-407.4.8.2. O SIGNAL TYPE –THE SIGNAL SHALL BE AN AUTOMATIC VERBAL ANNUNCIATOR WHICH ANNOUNCES THE FLOOR AT WHICH THE CAR IS ABOUT TO STOP. O SIGNAL LEVEL –THE VERBAL ANNUNCIATOR SHALL BE 10 DB MINIMUM ABOVE AMBIENT, BUT SHALL NOT EXCEED 80 DB, MEASURED AT THE ANNUNCIATOR. O FREQUENCY –THE VERBAL ANNUNCIATOR SHALL HAVE A FREQUENCY OF 300 HZ MINIMUM TO 3000 HZ MAXIMUM. I) EMERGENCY COMMUNICATION –EMERGENCY TWO- WAY COMMUNICATION SYSTEMS SHALL COMPLY WITH 11B-308. RAISED SYMBOLS OR CHARACTERS, WHITE ON A BLACK BACKGROUND, AND BRAILLE SHALL BE PROVIDED ADJACENT TO THE DEVICE AND SHALL COMPLY WITH 11B-703.2 AND 11B-703.3. EMERGENCY TWO-WAY COMMUNICATION SYSTEMS BETWEEN THE ELEVATOR AND A POINT OUTSIDE THE HOISTWAY SHALL COMPLY WITH ASME A17.1. J) SUPPORT RAIL –SUPPORT RAILS SHALL BE PROVIDED ON AT LEAST ONE WALL OF THE CAR. •LOCATION –CLEARANCE BETWEEN SUPPORT RAILS AND ADJACENT SURFACES SHALL BE 1 1/2 INCHES MINIMUM. TOP OF SUPPORT RAILS SHALL BE 31 INCHES MINIMUM TO 33 INCHES MAXIMUM ABOVE THE FLOOR OF THE CAR. THE ENDS OF THE SUPPORT RAIL SHALL BE 6 INCHES MAXIMUM FROM ADJACENT WALLS. •SURFACES –SUPPORT RAILS SHALL BE SMOOTH AND ANY SURFACE ADJACENT TO THEM SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS. •STRUCTURAL STRENGTH –ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS USED WHEN A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS IS APPLIED AT ANY POINT ON THE SUPPORT RAIL, FASTENER, MOUNTING DEVICE, OR SUPPORTING STRUCTURE. RE: GRAPHIC ENLARGEMENT STAINLESS STL. PANEL S.STL. BUTTON W/ ILLUMINATING OUTER RING. BUTTONS SHALL HAVE SQUARE SHOULDERS. RAISED 1/8" (+/-1/32") ABOVE THE AJOINING SURFACE, CALL BUTTONS SHALL BE INTERNALLY ILLUMINATED W/ A WHITE LIGHT OVER THE ENTIRE SURFACE OF THE BUTTON. TYP. FIREFIGHTERS KEY SWITCH, AND ASSOC. TEXT ETCHED TEXT, BACK FILLED W/ BLACK, TYP. MOUNTING PLATES ARE UNACCEPTABLE, TYP. FINISH FLOOR WARNINGELEVATORS SHALL NOT BE USED IN THE EVENT OF FIRE USE MARKED EXIT STAIRWAYS FIREFIGHTERS' OPERATIONTo recall elevatorsInsert fire key and turn to "ON"ELEVATOR DOOR OPENING7' - 0"8"4' - 7"5"2' - 8"SOLID AREAS TO BE BACK FILLED WITH BLACK FLAME TO BE ETCHED AND BACK FILLED WITH BLACK TO OPENING 1' - 4" V.I.F. DOOR JAM 3' - 6"FLOOR DESIGNATION SIGNS ON BOTH JAMBS FOR EA. DOOR OPENING 5' - 0" 5"2".B.O. TACTILE LETTERING60" MAXTO 1/2" MAX3/8" MIN*TACTILE STAR IDENTIFICATION INDICATES EXIT DISCHARGE LEVEL 1 FIG. 22 MINIMUM DIMENSIONS OF ELEVATOR CARS 2 1 X DOOR OPEN CLOSE DOOR OCTAGON SYMBOL SHALL BE RAISED BUT `X' IS NOT CONTROL PANEL FLOOR LANDING NUMBERS ON BOTH SIDES OF DOOR JAMB (EJS) CALL BUTTON HALL LANTERN FIG. 20 HOISTWAY AND ELEVATOR ENTRANCES3'-6"2'-5"BA5"5'-0"6'-0"5/8" MIN. NUMERAL HEIGHTRAISED 1/32" 1 1/4" -1 1/2" RAILS 13 12 11 10 98 7 6 5 4 3 2 1 0 5 6 8 10 12 14 16 18 DISTANCE IN FEETTIME IN SECONDSACCEPTABLE UNACCEPTABLETOP CONTROLS NOTE: THIS DIAGRAM ILLUSTRATES THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND IS INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION. 84" MIN.54" MIN.42" MIN. 68" MIN.54" MIN.51" MIN.51" MIN.42" MIN. 3/4" BUTTON DIAMETER SQUARE SHOULDERS ILLUMINATED) BRAILLE RAISED 1/32" (BELOW TEXT) MAIN ENTRY FLOOR EMERGENCY ALARM SEPERATION3/8" MIN.35" MIN. A.F.FNOTE: THE AUTOMATIC DOOR REOPENING DEVICE IS ACTIVATED IF AN OBJECT PASSES THROUGH EITHER LINE A OR LINE B. LINE A AND LINE B REPRESENT THE VERTICAL LOCATIONS OF THE DOOR REOPENING DEVICE NOT REQUIRING CONTACT. 1-1/2" MIN.32" MIN.35" MIN.FRONT APPROACH48" MAX FORA B C *GURNEY COMPLIANT PER SEC. 30032.4A GENERAL INFORMATION EXISTING ELEVATOR #1 STATE ID:84654 TYPE:HYDRAULIC OEM:AMTECH-RELIABLE CAPACITY:2500 SPEED:125 FLOORS/OPENINGS:2/2 INSTALLATION YEAR:1986 EXISTING ELEVATOR #2 STATE ID:84244 TYPE:HYDRAULIC OEM:AMTECH-RELIABLE CAPACITY:2500 SPEED:125 FLOORS/OPENINGS:2/2 INSTALLATION YEAR:1986 ELEVATOR REPAIR SCOPE (BASED BID) EXISTING ELEVATOR #1 & #2 1. REPLACE CONTROLLER/DRIVE SYSTEM (RELAY) WITH NEW CURRENT- TECHNOLOGY MICROPROCESSOR CONTROLLER WITH SOLID-STATE STARTER –NON-PROPRIETARY 2. REPLACE DRIVE/STARTER (SOFT START) 3. REPLACE PUMP UNIT / MOTOR ASSEMBLY (DRY MOUNT) WITH NEW SUBMERSIBLE HYDRAULIC POWER UNIT –INCLUSIVE OF TANK, MOTOR, SHUT OFF VALVES AND LOW OIL SWITCH 4. REPLACE COUPLINGS/FITTINGS (VINCS) AND RETAIN FEEDLINE 5. REPLACE HANDRAIL (AT REAR) WITH ROUND ADA APPROVED RAIL, SEE DETAIL_________ 6. REPLACING FLOORING WITH LVT, MANUFACTURER______, MODEL NO. _________, TYPE_______ 7. REPLACE CAR OPERATING PANEL (MAIN COP) 8. REPLACE CAR PUSHBUTTONS 9. REPLACE HALL STATION PUSHBUTTONS 10. REPLACE EMERGENCY PHONE AND ALARM BELL 11. REPLACE POSITION INDICATORS 12. REPLACE DIRECTIONAL INDICATORS 13. PROVIDE NEW MACHINE ROOM WIRING ELEVATOR MODERNIZATION SCOPE (ALTERNATE BID) EXISTING ELEVATOR #1 & #2 1. REPLACE LIGHTING (FLUORESCENT) WITH LED 2. REPLACE CEILING (WOOD SLOTTED) WITH STAINLESS STEEL CEILING 3. REPLACE WALL PANELS (TEXTURED) WITH NEW PLASTIC LAMINATE WALL PANELS 4. ADD A PHASE 2 FIRE SERVICE OPERATION AND CABINET 5. REPLACE ALARM (IN COP) 6. REPLACE PHONE (IN COP) 7. REPLACE HOISTWAY DOOR OPERATOR EQUIPMENT (MAC) AND RELATING EQUIPMENT WITH A NEW CLOSED-LOOP LINEAR-DESIGN –TRACKS, HANGERS, INTERLOCKS, AND ROLLERS 8. REPLACE CAR DOOR OPERATING EQUIPMENT –TRACKS, HANGERS, CLUTCH, RELATED EQUIPMENT 9. REPLACE DOOR EDGE (INFRARED) 10. UPGRADE DOOR DETECTORS TO INFRARED TYPE 11. REPLACE DOOR PANEL & ENTRANCES (STAINLESS STEEL), CAR DOOR ONLY, WITH STAINLESS STEEL 12. REPLACE CLADDING FRONT RETURNS WITH STAINLESS STEEL, AT BOTH STOPS 13. REPLACE HW DOOR EQUIPMENT (GAL) 14. REPLACE CAR DOOR EQUIPMENT (GAL) 15. REPLACE GUIDES (ROLLERS) WITH NEW SPRING-LOADED ROLLER GUIDE ASSEMBLIES 16. PROVIDE NEW RUPTURE OR OVERSPEED VALVE TO FEEDLINE, RETAIN FEEDLINE PROVIDE NEW HOISTWAY ROOM WIRING RELATED WORK (BASE BID) 1. PROVIDE A PROPERLY RATED PHASE FUSED DISCONNECT SWITCH, EXTERNALLY OPERABLE AND LOCKABLE IN THE OPEN POSITION, LOCATED AS REQUIRED BY CODE. ACCOMMODATE ANY INCREASE IN MOTOR SIZE OR FEEDER LOADS FOR EACH ELEVATOR. 2. PROVIDE A DEDICATED 110 VAC FUSED DISCONNECT SWITCH, EXTERNALLY OPERABLE AND LOCKABLE IN THE OPEN POSITION ADJACENT TO THE MACHINE ROOM DOOR FOR CAB LIGHTING AND VENTILATION, LOCATED AS REQUIRED BY CODE FOR EACH ELEVATOR. 3. PROVIDE FIRE ALARM SMOKE DETECTORS WITH WIRING AND RELAYS IN THE MACHINE ROOM TERMINATING AT THE ELEVATOR CONTROLLER FOR EACH ELEVATOR. 4. PROVIDE A FIRE ALARM INITIATING DEVICES TO BE LOCATED IN FROM OF EACH ELEVATOR LOBBY AS WELL AS IN THE MACHINE ROOM AT THE TOP OF THE HOISTWAY. 5. PROVIDE A DEDICATED FILE ALARM PANEL. 6. PROVIDE A DEDICATED PHONE LINE FOR NEW EMERGENCY PHONE COMMUNICATION. 7. CUTTING OF EXITING WALLS, FLOORS AND FINISHES, TOGETHER WITH ALL REPAIRS MADE NECESSARY BY SUCH CUTTING OR CHANGES, E.G. CUTTING OF LOBBY WALLS FOR HALL FIXTURES AND REMOVAL OF ENCROACHING LOBBY FEATURES SUCH AS WALL-MOUNTED ASHTRAYS. REMOVAL, REPLACEMENT, AND/OR REPAIR OF ANY MIRRORS, MILLWORK, PLASTER, CONCRETE, STONE OR OTHER SPECIAL HALL FINISHES. 8. ELEVATOR #1 AND #2 SHALL BE CONNECTED TO THE NEW GENERATOR FOR STANDBY POWER, SUCH THAT DURING A POWER OUTAGE THE ELEVATORS LOWERS TO THE NEAREST LANDING AND RELEASES PASSENGERS. 9. SEE DETAILS ON THIS SHEET RELATED TO ADA ACCESSIBILITY. 10. FOR ADDITIONAL INFORMATION SEE ELEVATOR EQUIPMENT ASSESSMENT REPORT, PREPARED BY LIFT ELEVATOR CONSULTING, INC., PUBLISHED ON SEPTEMBER 4, 2020. Level 2 13' -6" Roof Level 27' -0" Top Parapet 30' -0" A B.O. CEILING 9' -0" B.O.CEILING 22' -6" 3 5/8"x 20GA. MTL. STD., W/ 3/4" PLY AND 7/8" STUCCO FINISH (N) MECHANICAL DUCTWORK (E) CONCRETE PANEL 4 A820 3 5/8"x 20GA. MTL. STD., W/ 3/4" PLY AND 7/8" STUCCO FINISH (E) RAIL TO REMAIN PROTECT DURING CONSTRUCTION (E) PARAPET TO REMAIN PROTECT DURING CONSTRUCTION 3 5/8"x 20GA. MTL. STUD, W/ 3/4" PLY AND 7/8" STUCCO FINISH GALV. MTL. MECHANICAL DUCT COVER 3 5/8"x 20GA. MTL. STD., W/ 3/4" PLY AND 7/8" STUCCO FINISH STRUCTURAL SUPPORT 'L' ANGLES EA. SIDE OF DUCT WITH CONT. SEALANT AROUND PENETRATIONS, SEE STRUCTURAL DWG'S. FOR SUPPORT INFO. STRUCTURAL SUPPORT BRACKETS WITH CONT. SEALANT AROUND PENETRATIONS, SEE STRUCTURAL DWG'S. FOR SUPPORT INFO. Level 2 13' -6" Roof Level 27' -0" Top Parapet 30' -0" 4 B.O. CEILING 9' -0" 1 A820 B.O.CEILING 22' -6" 181F 3 5/8" MTL. STD. 20 GA, W/ 3/4" PLY AND 7/8" STUCCO FINISH A820 3 (N) MECHANICAL DUCTWORK 3 5/8"x 20GA. MTL. STD., W/ 3/4" PLY AND 7/8" STUCCO FINISH SLOPED 3-5/8"x 20GA. MTL. STUD, W/ 3/4" PLY & 7/8" STUCCO FINISH (E) METAL RAILING TO REMAIN STRUCTURAL SUPPORT 'L' ANGLES EA. SIDE OF DUCT WITH CONT. SEALANT AROUND PENETRATIONS, SEE STRUCTURAL DWG'S. FOR SUPPORT INFO. 3"6"6"3'-6" MIN. TO ROOF TERRACEEXTERIOR PLASTER ARCHITECTURAL PRE-CAST CONCRETE WALL PANEL STUCCO FINISH MTL TRACK 2" ø O.D GALV. STEEL PIPE METAL FLASHING HORIZ PLATE 3/16" x 21/2" x CONT. STITCHED WELD TOP & BOTTOM 1/8" F. WELD 1-1/2"x20 GA. POWDER COATED GALV. CORRUGATED METAL DECKING 2x6 HSS FRAMING MEMBER, SEE STRUCT. 'C' CHANNEL SUPPORT FRAME, SEE STRUCT. 6" DIA. COLUMN, SEE STRUCT. POLYEUROTHAYNE CURVED EXPANSION COVER J GALV. MTL. GUTTER 1-1/2"x20 GA. POWDER COATED GALV. CORRUGATED METAL DECKING 2x6 HSS FRAMING MEMBER, SEE STRUCT. 'C' CHANNEL SUPPORT FRAME, SEE STRUCT. 9x5 T.S. COLUMN, SEE STRUCT. 1-1/2"x20 GA. POWDER COATED GALV. CORRUGATED METAL DECKING 4x2 HSS FRAMING MEMBER, SEE STRUCT. 'C' CHANNEL SUPPORT FRAME, SEE STRUCT. 12x5 HSS FRAMING MEMBER, SEE STRUCT. X (E) 2" DEEP PRE-CAST CONC. PANELS R.O. 3' - 0"2"(E) 4" MTL. STUD EMBEDDED 1" INTO (E) PRE-CAST CONC. PANELS FIELD VERIFY LOCATIONS(N) 4 x 16GA. MTL. STUD FRAME (E) STEELCOLUMN FRAME TYP. PER STRUCTURAL FIELD VERIFY LOCATION 4"1"(N) HOT-DIPPED GALV. PERFORATED MTL. SCREEN OFFSET (N) TWO 4" x 4" HSS WELDED TO RECIEVING PLATE BOLTED TO RECIEVING PLATE WELDED TO METAL PANEL FRAME, REFER TO STRUCTURE2"(N) INFILL WALL W/ 7/8" SMOOTH STUCCO O/ MTL. LATH O/ W.P. MEMBRANE O/ SHEATHING" W/ END "J" MOLD FLASHING PROVIDE (N) REINFORCE VER. 2x_ MTL. STUDS AT EACH END 1' - 6" R.O. 3' - 0" R.O. OR 4' - 0" R.O.2' - 8"1' - 4"(E) 2" DEEP PRE-CAST CONC. PANELS TYP. (E) 4" MTL. STUD EMBEDDED 1" INTO (E) PRE-CAST CONC. PANELS FIELD VERIFY LOCATIONS (N) 4 x 16GA. MTL. STUD FRAME (N) INFILL WALL W/ 7/8" SMOOTH STUCCO O/ MTL. LATH O/ W.P. MEMBRANE O/ SHEATHING" PROVIDE (N) REINFORCE VER. 2x_ MTL. STUDS AT EACH END OF (N) FRAME R.O.4' - 0"3" 4" (N) TWO 4" x 4" HSS WELDED TO RECIEVING PLATE BOLTED TO RECIEVING PLATE WELDED TO METAL PANEL FRAME, REFER TO STRUCTURE (N) GALV. MTL. SCREEN. SEE (N) INFILL WALL W/ 7/8" SMOOTH STUCCO O/ MTL. LATH O/ W.P. MEMBRANE O/ SHEATHING" W/ TOP/BOTT. "J" MOLD FLASHING PLAN VIEW TOP SCREEN ELEV. VIEW (BACKSIDE) ELEVATION VIEW SECTION VIEWAB (N) TWO 4" x 4" HSS WELDED TO RECIEVING PLATE BOLTED TO RECIEVING PLATE WELDED TO METAL PANEL FRAME, REFER TO STRUCTURE (N) HOT-DIPPED GALV. PERFORATED MTL. SCREEN W/ HIGH PERFORMANCE COATING PAINT W/ 1/4" PERFORATIONS, TYPICAL FOR ALL SCREENS (E) REVEALS WHERE OCCURS (FIELD VERIFIED LOCATION) C1 C X X 5 1/2"30" MAX, V.I.F.VARIES1' - 1 1/2" X (E) STEEL COLUMN TYP. PER STRUCTURAL FIELD VERIFY LOCATION BOTTOM SCREEN ELEV. VIEW (BACKSIDE)C2 (N) TWO 4" x 4" HSS WELDED TO RECIEVING PLATE BOLTED TO RECIEVING PLATE WELDED TO METAL PANEL FRAME, REFER TO STRUCTURE 1' - 9" WIDTH 3' - 6" 1' - 9"1' - 9" ACTUAL SCALE OF 1/4" PERFORATIONS 2" (N) 3" x 3" GALV. MTL. FRAME W/ HIGH PERFORMANCE COATING, TYPICAL FOR ALL UPPER PANELS (N) 3" x 3" GALV. MTL. FRAME W/ HIGH PERFORMANCE COATING, TYPICAL FOR ALL LOWER PANELS (N) CAPPING PLATE WITH WEATHER PROOF SEALENT, PER STRUCTURE (N) INFILL WALL W/ 7/8" SMOOTH STUCCO O/ MTL. LATH O/ W.P. MEMBRANE O/ SHEATHING" W/ END "J" MOLD FLASHING (N) 1/2" GAP FILLED WITH BACKER ROD WITH WEATHER PROOF SEALENT, TOOLED TO SHED WATER 1' - 9" WIDTH 3' - 6"27"2' - 8"HEIGHT7' - 10"HEIGHT7' - 4"3' - 3"SCREEN HEIGHT6' - 9"SCREEN WIDTH 2' - 11"SCREEN HEIGHT7' - 3"SCREEN WIDTH 2' - 11" MTL. FRAME PERFORATED MTL. PANEL 1/4" DIA. X 3/4" BOLT L-CLIP WELDED TO FRAME MTL. FRAME PERFORATED MTL. PANEL 1/4" DIA. X 3/4" BOLT L-CLIP WELDED TO FRAME SIDE VIEW FRONT VIEW EXTERIOR PANEL -PERFERATED PANEL TO FRAME CONNECTION HSS PERIMETER BEAM PER STRUCTURE 7/8" HAT CHANNEL BREAK METAL FACIA CORRUGATED METAL ROOFING HSS CROSS BEAM PER STRUCTURE WEATHER PROOF SEALANT OVERLAP 3" 7/8" 1/4" / 1' -0"DEPTH OF FACIA7 3/8"HSS PERIMETER BEAM PER STRUCTURE 1 1/2" x 20GA CORRUGATED METAL TOP SLOPED PANEL, TO BE PRE-FINISHED & PAINTED HSS CROSS BEAM PER STRUCTURE 1/4" / 1' -0" LT. 20GA PREFINISHED METAL GUTTER TO MATCH FASCIA PROFILE SLOPE #10 SMS. @12" O.C. TYP. ANGLE EDGE FLASHING CAP 6"5" OVERLAP 3"2" HSS 6" X 5" PERIMETER BEAM PER STRUCTURE BREAK METAL FACIA BRACKET BREAK METAL FACIA CORRUGATED METAL ROOFING HSS 6" X 5" CROSS BEAM PER STRUCTURE WEATHER PROOF SEALANT DEPTH OF FACIA8" OMG SPEEDTITE ROOF DRAIN MECHANICAL SEAL DRAIN BODY STRAINER DOME RETAINING CLIPS STRAINER DOME NYLON PUSH-IN FASTENER ALUMINUM STRAINER DOME SEALANT THERMOPLASTIC COATED ALUMINUM FLANGE WELDED THERMOPLASTIC FLASHING TARGET EXISTING RAIN WATER LEADER EXISTING CAST IRON DRAIN BOWL SUBSTRATE VAPOUR RETARDER (OPTIONAL) TREATED WOOD NAILER (OPTIONAL) INSULATION (SLOPED TO DRAIN) FLANGE FASTENER WOOD NAILER FASTENER 25MM (1") MINIMUM WELD THERMOPLASTIC MEMBRANE OMG SPEEDTITE ROOF DRAIN VORTEX BREAKER HAND- TURNED SEAL ACTIVATOR NOTES: 1. REFER TO ROOF MEMBRANE MANUFACTURER FOR THEIR APPROVED INSTALLATION DETAIL. 2. OMG SPEEDTITE ROOF DRAIN COMPLIES WITH ANSI/SPRI RD-1. APPLICATIONS - THERMOPLASTIC ROOF MEMBRANES SIZES: 3 INCH, 4 INCH, 5 INCH, 6 INCH 1-1/2" (4 CM) FIELD WELD TREMPLY PLUS STRESS PLATE & FASTENER AT 12" O.C. (30 cm) STEEL DECK DIRECTION 74" ROLLS W/ 5" FIELD LAPS. CUSTOM FABRICATED OR FIELD ASSEMBLED 37" ROLLS W/ 5" FIELD LAPS. CUSTOM FABRICATED OR FIELD ASSEMBLED NOTES 1. DIMENSION "A" EQUALS 10% OF ROOF WIDTH OR 40% OF BUILDING HEIGHT; WHICH EVER IS LESS, WITH A MINIMUM OF 4 FT. (1.2 M) 5" (13 CM) 32" (81 CM) 32" (81 CM) PERIMETER ZONE "A" TREMPLY PLUS STRESS PLATE & FASTENER AT 12" O.C. (30 cm) 1-1/2" (4 CM) FIELD WELD6" (15 CM) 5" (13 CM) 69" (1.8 M) 74" (1.9 M)PERIMETER ZONE"A"37" (94 CM) 32" (81 CM)6" O.C. (15 CM) STEEL ANGLE IRON TREMPLY KEE FLASHING (FULLY ADHERED) BEVELED WOOD BLOCKING COMPLETELY COVERED WITH TREMPLY KEE FLASHING HEAT WELD FLASHING TO BLOCK COVERING MEMBRANE PREMOLDED CORNER, HOT AIR WELD STAINLESS STEEL WORM GEAR CLAMP APPROVED SEALANT TO CLEAN AND PRIMED SURFACE 8" MINIMUMPIPE PENETRATION INSULATION ATTACHED PER SPECIFICATION REQUIREMENTS TREMPLY KEE MEMBRANE STAINLESS STEEL WORM GEAR CLAMP APPROVED SEALANT TREMPLY PLUS FASTENER & STRESS PLATE (MIN. 4 FASTENERS) HOT AIR WELD NON-REINFORCED TREMPLY PLUS FIELD FORMED FLASHING MEMBRANE TREMPLY KEE LV BONDING ADHESIVE NON-REINFORCED FTR FIELD FORMED FLASHING MEMBRANE HOT AIR WELD 8" MIN.TREMPLY KEE FLASHING (FULLY ADHERED) STEEL SQUARE TUBE PREMOLDED CORNER, HOT AIR WELD STAINLESS STEEL WORM GEAR CLAMP APPROVED SEALANT TOCLEAN AND PRIMED SURFACE CLEAN AND PRIME PENETRATION, APPLY CONVEX TOOLED BEAD OF APPROVED SEALANT AT TOP OF METAL RAIN HOOD METAL RAIN HOOD 8" MINIMUMINSULATION ATTACHED PER SPECIFICATION REQUIREMENTS BOND- BREAKER NON- SHRINK GROUT FILL VOIDS W/COMPRESSIBLE FILLERAND INSULATION AS REQUIRED WOOD BLOCKING ATTACHED @ 250 LBF/FT TREMPLY KEE MEMBRANE TREMPLY KEE NON- REINFORCED AT CORNERS, HEAT WELDED APPROVED SELF LEVELING 1-PART URETHANE 2-PIECE METAL RAIN HOOD (OPTIONAL) APPROVED METAL PITCH PAN, FASTEN WITH GALVANIZED ANNULAR RING SHANK NAILS (3" O.C.) (PRIME INTERIOR SIDE OF PITCH PAN AND PENETRATION) PENETRATION (CLEANED AND PRIMED) TREMPLY KEE MEMBRANE FLASHING STRIP, HEAT WELDED APPLY CONVEX TOOLED BEAD OF TREMPLY PLUS SEALANT TO CLEAN AND PRIMED SURFACE 2"4" MIN.TREMPLY KEE MEMBRANE TREMPLY KEE "PRE-MOLDED" FLASHING HOT AIR WELD APPROVED SEALANT STAINLESS STEEL WORM GEAR CLAMP PIPE PENETRATION INSULATION ATTACHED PER SPECIFICATION REQUIREMENTS TREMPLY PLUS FASTENER & STRESS PLATE (MIN. 4 FASTENERS) TREMPLY PLUS STRESS PLATE & FASTENER 5" WELD / LAP LINE INCREMENTAL MARKING 6" O.C. UNDERLYING (BOTTOM) MEMBRANE EDGE2-3/8"5/16" 5" LAP 1-1/2" TREMPLY PLUS FASTENER(S) & STRESS PLATE(S) 12" O.C. AROUND SUMP AREA EXTEND TREMPLY KEE NON-REINFORCED MINIMUM OF 1/2" BEYOND INSIDE OF CLAMPING RING DRAIN ASSEMBLY WITH CLAMPING RING (BY OTHERS) APPROVED SEALANT TREMPLY KEE NON- REINFORCED MEMBRANE FLASHING TAPERED INSULATION ATTACHED @ MINIMUM OF 2 FASTENERS PER BOARD HOT AIR WELD TREMPLY KEE MEMBRANE FIELD TAPER SUMP TO PROVIDE A SMOOTH TRANSITION AS REQ. NOTES: 1. USE TAPERED ROOF INSULATION (EDGE STRIPS) TO CREATE DRAIN SUMP. IF TOTAL INSULATION THICKNESS IS LESS THAN OR EQUAL TO 1 1/2 IN., TAPER 12 IN. FROM THE DRAIN CENTER. IF TOTAL INSULATION THICKNESS IS GREATER THAN 1 1/2 IN., TAPER 18 IN. FROM DRAIN CENTER. APPROVED SEALANT (TOOLED) APPROVED ALUMINUM TERMINATION BAR, FASTEN WITH APPROVED FASTENERS (8" O.C.) METAL COUNTER FLASHING TREMPLY KEE LV BONDING ADHESIVE TREMPLY KEE FLASHING GALVANIZED ANNULAR RING SHANK NAIL (6" O.C.) WOOD BLOCKING ATTACHED @ 250 LBF/FT HOT AIR WELD TREMPLY KEE MEMBRANE INSULATION ATTACHED PER SPECIFICATION REQUIREMENTS PRECUT OR SAW-CUT REGLET APPROVED SEALANT (TOOLED) TREMPLY KEE LV BONDING ADHESIVE GALVANIZED ANNULAR RING SHANK NAILS (6" O.C.) INSULATION ATTACHED OR ADHERED PER SPECIFICATION ROOF TOP UNIT OR SKYLIGHT EPDM WASHERED FASTENER AS REQUIRED TREMPLY KEE MEMBRANE FLASHING GALVANIZED ANNULAR RING SHANK NAILS (3" O.C.) WOOD BLOCKING/CURB CONSTRUCTION ATTACHED @ 250 LBF/FT ROOF TOP UNIT OR SKYLIGHT EPDM WASHERED FASTENER AS REQUIRED METAL COUNTERFLASHING, FASTEN WITH EPDM WASHERED FASTENERS (12" O.C.) TREMPLY KEE FLASHING (FULLY ADHERED) APPROVED SEALANT BEHIND TOP OF FLASHING NON-LIFTABLE 8" MIN.TREMCO METAL TREMPLY KEE MEMBRANE FLASHING STRIP HOT AIR WELD TREMPLY KEE MEMBRANE GALVANIZED ANNULAR RING SHANK NAILS (6" O.C.) INSULATION ATTACHED PER SPECIFICATION REQUIREMENTS WOOD BLOCKING ATTACHED @ 250 LBF/FT CONTINUOUS GALVANIZED METAL CLEAT FASTEN WITH GALVANIZED ANNULAR RING SHANK NAILS (3" O.C.) BUTYL SEALING TAPE AS NEEDED TREMCO METAL 2" WIDE ALUMINUM TAPE OVER JOINT 1/4" GAP 4" WIDE FLASHING STRIP, HEAT WELDED IN PLACE TREMPLY KEE MEMBRANE EDGE FLASHING STRIP 4" MIN. 1/4" 2" 4" JOINT TREATMENT AT EDGE METAL MM SYSTEMS MODEL: RXJ-2-1 OR EQUAL WWW.50MMWAY.COM .020 PVC MOISTURE BARRIER MASONRY NAIL BACKER ROD & SEALANT #10 x 1 1/4" P.H.S.M.S./S.S. w/INSERT & NEOPRENE WSHR. @ 24" O.C. V-34 VINYL SEAL 1/4-20 X 5/8" P.H.M.S./S.S. W/ NEOPRENE WASHER @ 24" O.C. ROOFING SYSTEM BY OTHERS NEW CANT STRIP EXISTING METAL STUD WALL W/ PLYWD. SHEATHING AND EXTERIOR STUCCO FINISH EXISTING ROOF STRUCTURE ALUM. SPLICE PLATE (COVER) .080" ALUMINUM COVER FRAME 3/16" x 3/8" CONT. NEOPRENE REMOVE EXISTING EXCESS METAL STUD FRAMING NEW SHAPED 3x6 CONT. BLOCKING 6"2"1 1/2"NEW 4"x4"x1/4" ANGLE, SEE STRUCT. DWG'S. CONTINUOUS METAL COUNTERFLASHING, FASTEN WITH EPDM WASHERED FASTENERS (12" O.C.) PROVIDE CLEAN TRIMMED STUCCO EDGE 30" HOT AIR WELD (TYPICAL) 28 IN. X 50 FT. X 90-MIL PROTECTION PAD OSHA YELLOW W/ DIAMOND PLATE TREAD PATTERN 50" 8 9 COVER INSIDE & OUTSIDE HANDLES W/ PADLOCK HASPS 1" THICK FIBERGLASS COVER INSULATION LIFTING MECHANISM W/ REINFORCED COMPOSITE TUBES & ELECTROCOATED COMPRESSION SPRINGSFRAME W/ CAPFLASHING (CORNERS FULL WELDED) LOCK STRIKE HOLD OPEN ARM W/ NYLON ROLLER RED VINYL GRIP ARM GUIDE BRACKET COVER LINER SLAM LATCH (2 point) GASKET (ALL AROUND COVER) NEOPRENE GASKET STRUCTURAL DECK STRUCTURAL DECK F.T. WOOD BLOCKING ROOF LADDER PER MNFR. PAINTED SAFETY YELLOW PINTLE HINGE 1" RIGID FIBERBOARD INSULATION1' - 0"8" MIN.1 1/4" SCHEDULE 40 PIPE IN 6061 T6 ALUMINUM ALLOY ABOVE THE ROOF SURFACE OR DECK42"SCUTTLE HINGE SIDE ALUMINUM SINGLE POST CORNER BRACKET ALUMINUM SINGLE POST CORNER BRACKET ALUMINUM SINGLE POST CORNER BRACKETALUMINUM SINGLE POST CORNER BRACKET ABOVE THE ROOF SURFACE OR DECK42"1 1/4" SCHEDULE 40 PIPE IN 6061 T6 ALUMINUM ALLOY RAILS STAINLESS STEEL SPRING HINGES 1 1/4" SCHEDULE 40 PIPE IN 6061 T6 ALUMINUM ALLOY SELF-CLOSING GATE CAST ALUMINUM GATE LATCH W/ STAINLESS STEEL PIN ALUMINUM POST SUPPORTS COVERING FRONT COVERING BOTTOM FLASHING (ELC) CHAIN ACTUATOR (IO-HOMECONTROL® OR OPEN SYSTEM) DRAINAGE PROFILE (MULTI-BRACKET) FOAM GASKET EXISTING CURB, V.I.F FOR PROPER DIMENSIONS AND HEIGHT CLAMP VAPOUR BARRIER CONNECTION STRIP DELIVERY LIMIT TOP COVERING TOP FLASHING (ELC) MOUNTING BRACKET INSULATION SUPPLIED BY OTHERS STEEL FOR FIXATION INSULATING GLAZING UNIT (34 or 46 MM) (I) PER PLAN V.I.F. PER PLAN V.I.F. INTERNAL LINING WIDTH (E) 8 1/2"8 1/2"8" MIN.EXISTING CURB, V.I.F FOR PROPER DIMENSIONS AND HEIGHT 1 1/2"1 1/2" 8 1/2"11 1/2" MODULE WIDTH (W)MODULE WIDTH (W)MODULE WIDTH (W) INTERNAL LINING LENGTH (F) OPENING LENGTH (B) SUB CONSTRUCTION LENGTH (D) INSULATION SUPPLIED BY OTHERS COVERING DELIVERY LIMIT EXISTING CURB, V.I.F FOR PROPER DIMENSIONS AND HEIGHT INSULATING GLAZING UNIT (34 TO 46 MM) SURFACE APPROPRIATE FOR SCREW FIXATION FOAM GASKET SIDE FLASHING SIDE COVERING 4" MTL. STUD WALL W/ 5/8" GYP. BD. EA. SIDE BATT INSULATION WHERE OCCURS (N) SINGLE-PLY ROOFING MEMBRANE O/ (E) BUILT-UP ROOF SYSTEM (E) SKYLIGHTS TO REMAIN PROTECT DURING CONSTRUCTION TO AVOID ANY DAMAGE TYP. (E) 5/8" GYP. BD. TO BE PAINTED (E) SKYLIGHT METAL MANUFACTURER CURB W/ INSULATION (E) ROOF STEEL MEMBERS PER STRUCTURAL. REFER TO 1/S203 24' - 0" CL.FIELD VERIFY10' - 4" A.F.F.PIPE COLUMN PER STRUCTURAL (E) Wx STRUCTURAL TYP UNISTRUT PER STRUCTRUAL PV PANEL PER ELEC DWGS HSS PER STRUCTURAL25° ±TYP.1'-0" MAX.TELESTRUT PER STRUCTRUAL (E) METAL DECK ROOF (N) ROOF PER PLAN A822 4 SIM. UP UP FIRE EXTINGUISHER -SEE DETAIL 15B/A801FEC SCOPE OF WORK LIMITED TO NEW CARPET, RUBBER BASE, AND NEW PAINT. SEE FINISH PLAN AND SCHEDULE PRIMARY CIRCULATION CORRIDOR. ALL SIGNAGE MOUNTED ALONG THIS CORRIDOR, U.O.N. ROOM SIGN -SEE DETAIL 1/A904 EMERGENCY EVACUATION PLAN SIGN STAIR AND FLOOR IDENTIFICATION SIGN -SEE DETAIL 15/A902 FIRE WALL DO NOT PENETRATE SIGN -SEE DETAIL 1/A903 NOT ACCESSIBLE SIGN -SEE DETAIL 5/A903 ACCESSIBLE ENTRY SIGN -SEE DETAIL 3/A902 WOMEN'S RESTROOM DOOR SIGN -SEE DETAIL 9/A902 MEN'S RESTROOM DOOR SIGN -SEE DETAIL 11/A902 MEN'S ACCESSIBLE RESTROOM -SEE DETAIL 7/A902 WOMAN'S ACCESSIBLE RESTROOM -SEE DETAIL 8/A902 FIRE SPRINKLER INSIDE SIGN -SEE DETAIL 13/A902 NO SMOKING SIGN -SEE DETAIL 3/A903 ROOF ACCESS SIGN -SEE DETAIL 4/A903 MAX. OCCUPANCY LOAD SIGN -SEE DETAIL 2/A903 ROOM EXIT SIGN -SEE DETAIL 3/A904 ASSISTIVE LISTENING DEVICE DIRECTIONAL SIGN -SEE DETAIL 12/A902 DOOR UNLOCK SIGN -SEE DETAIL 14/A902 ELEVATOR SIGN -SEE DETAIL 15/A902 LOBBY SIGNAGE -POLICE RECORDS -SEE DETAIL 10/A903 LOBBY SIGNAGE -INFORMATION -SEE DETAIL 11/A903 LOBBY WALL SIGNAGE -SEE DETAIL 15/A903 PORTABLE FIRE EXTINGUISHER -SEE DETAIL 15A/A801 ENTRY CANOPY SIGNAGE -SEE DETAIL 5/A904 RM ST FW NA EE MR WR AE MR.D WR.D FS NS RA MO EXT ALD DU EL LPR LI LW SCOPE OF WORK LIMITED TO STRUCTURAL SEISMIC RETROFIT ONLY PFE EC 1 2 3 4 5 6 7 8 9 10 11 12 133.1 A B C D E F G H AA 608 SF WOMEN'S LOCKERS 169 775 SF MECH EQUIP 171 68 SF ELEV EQUIP 172 231 SF ELEC. ROOM 174 884 SF PHYSICAL FITNESS 161 298 SF MEN'S 163 1521 SF MEN'S LOCKERS 164 42 SF VEST 166 121 SF TRAFFIC SUPERVISOR 108 1265 SF SALLY PORT 181 969 SF PROPERTY & EVIDENCE 159 165 SF EVIDENCE 157 143 SF NARCOTICS 158 992 SF DISPATCH CENTER 144 272 SF MASTER MPOE / MDF ROOM 143 127 SF COMM SUPERVISOR 145 508 SF CRIME ANALYST 141 57 SF WOMEN 148 56 SF MEN 149 191 SF BATTERY CHARGING/ SHOTGUN STORAGE 126 27 SF COFFEE 123 488 SF TRAFFIC 116 103 SF ELEV EQUIP 175 47 SF ELEV. #1 EL01 33 SF METER ROOM 173 33 SF VESTIBULE 167 31 SF VESTIBULE 162 169 SF VESTIBULE ROOM 199 177 SF RECORDS SUPERVISOR 110 67 SF EVIDENCE LOCKERS 194 210 SF STAIR #1 ST01 89 SF ELEV. #2 EL02 217 SF WOMEN'S 168 351 SF CST 151 258 SF PUBLIC COUNTER 104 516 SF WATCH COMMANDER 133 477 SF LOBBY 101 1242 SF BRIEFING 121 103 SF TRAFFIC OFFICE 114 103 SF TRAFFIC OFFICE 115 402 SF PATROL SERGEANT 111 139 SF MEETING ROOM 112 876 SF RECORDS 109 319 SF LOUNGE 146 87 SF ELECT. 142 157 SF HALLWAY 192 364 SF HALLWAY 191 364 SF HALLWAY 193 453 SF HALLWAY 195 104 SF OFFICE 152 153 SF STORAGE 182 129 SF STORAGE 185 74 SF MEETING 106 55 SF DRY CLEANING 125 81 SF HALLWAY 103 41 SF CRIME LIVESCAN 107 161 SF PUBLIC INQUIRY 105 144 SF BAG TAG 156 124 SF REAR ENTRY 122 114 SF STAIR #2 ST02 85 SF INTERVIEW 160 112 SF WATCH COMM OFFICE 134 83 SF OFFICE 154 525 SF HOMLESS OUTREACH 155 762 SF HALLWAY 197 83 SF WOMEN'S SHOWERS 170 141 SF MEN'S SHOWERS 165 107 SF INTERVIEW ROOM 183 99 SF CST OFFICE 153 168 SF TRAFFIC OFFICE 113 768 SF ATRIUM / REPORT WRITING 131 78 SF HALLWAY 147 123 SF DRYING ROOM 184 30 SF AV ROOM 124 56 SF IDF ROOM 1 132 564 SF HALLWAY 198 601 SF HALLWAY 196 424 SF RM RM RM RM RM RM EE RM RM RM RM RM RMRM RM RM MRWR MR.DMR.D RM RM RM RM RM RM RM RM RM RM RM RM RM RM RM RM RM RM RM RM MR WR RM RM RM EE RM RM ST ST RM MR RM RM ST RM RM RMRM RM RM RM EL EL MO WR.D MR.D EXT EXTEXT EXT MR.D ALD RM RM EE RM RM RM LPR LI LW (WORK LIMITED TO STRUCTURAL RETROFIT @ CEILINGS ) (WORK LIMITED TO STRUCTURAL RETROFIT @ CEILINGS ) EXT EXT EXT EXT EXT EXT EXT PFE FEC FEC PFE PFE FEC FEC PFE FEC FEC EXT EXT NS NS NS RM EC DN DN 1 2 3 4 5 6 7 8 9 10 11 12 133.1 A B C D E F G H AA 355 SF TRAINING COORDINATOR'S OFFICE 252 231 SF TECH SERVICE CAPTAIN 255 231 SF LIEUT. 256 231 SF FIELD SERVICE CAPT. 257 221 SF ADMIN ASSIST. 258 186 SF SECRETARY 291 333 SF POLICE CHIEF 289 538 SF CONFERENCE 288 321 SF FIRE CHIEF 283 227 SF FIRE DIV. CHEIF 281 177 SF FIRE ANALYST 277 176 SF EMS MGR 276 176 SF EMPTY 275 358 SF CRIME OF VIOLENCE 210 165 SF OFFICE 209 87 SF MAILROOM 214 87 SF INTERVIEW 213 82 SF INTERVIEW 212 132 SF JUVENILE SERVICES SERGEANT 211 270 SF EOC DIRECTOR 271 137 SF SGT. OFFICE 204 221 SF ELEC. ROOM 207 565 SF VICE / NARCOTICS 202 752 SF MECHANICAL EQUIP. 221 144 SF JANITOR 233 187 SF MEN 232 147 SF WORKROOM / IDF ROOM 237 191 SF WOMEN 235 53 SF WOMEN 285 263 SF SECRETARY 282 38 SF CLOSET 290 15 SF COFFEE 286 20 SF STOR. 287 38 SF CLOSET 284 532 SF FIRE ADMIN 280 315 SF CLERICAL 278 47 SF STORAGE 274 59 SF STORAGE 279 174 SF FIRE TRAINING OFFICER 272 89 SF WORK REPRO 294 53 SF MEN 292 329 SF CSI 225 376 SF HALLWAY 273 102 SF HALLWAY 215 90 SF VEST. 268 731 SF HALLWAY 264 683 SF RES. ASSIST. 240 146 SF SGT. OFFICE 205 188 SF OFFICE 254 319 SF CLEAN OFFICE 251 138 SF IT MEETING 239 653 SF HALLWAY 262 1118 SF ADMIN CSO 241 OPEN TO BELOW OPEN TO BELOW 170 SF IN-PROCESS EVID./STOR. 223 104 SF ALS ROOM 224 457 SF LOUNGE 244 174 SF OFFICE 253 542 SF CLERICAL POOL 261 167 SF OFFICE 208 2055 SF INVESTIGATIVE SERVICES 201 207 SF OFFICE 206 89 SF STORAGE 242 83 SF JANITOR 243 79 SF HALLWAY 293 114 SF STAIR #2 ST02 89 SF ELEV. #2 EL02 47 SF ELEV. #1 EL01 210 SF STAIR #1 ST01 126 SF IT OFFICE 238 151 SF OFFICE 260 76 SF INTERVIEW 203 71 SF JANITOR OFFICE 222 22 SF VEST. 234 21 SF VEST. 231 41 SF IDF ROOM 2 259 109 SF HALLWAY 265 390 SF HALLWAY 266 583 SF HALLWAY 267 1843 SF ROOF TERRACE 246 198 SF CORRIDOR 263 105 SF HALLWAY 269 263 SF CONFERENCE ROOM 245 RM EE ST EL RM RM RM RM RM RM RM RM RM RMRM RM RMRMRMRMRM RM RM RM RM RM RM RM RM RM WR WR.D MR MR.D RMEESTRM RM RM MOMO RM RM RM RM RMRMRMRM RMRM RMRM RM RM RM RM RM RM RM RA RM EXT EXT EXT EE EL OPEN TO BELOW EXT EXT EXT FEC PFE PFE PFE EXT EXT FIRE EXTINGUISHER -SEE DETAIL 15B/A801FEC SCOPE OF WORK LIMITED TO NEW CARPET, RUBBER BASE, AND NEW PAINT. SEE FINISH PLAN AND SCHEDULE PRIMARY CIRCULATION CORRIDOR. ALL SIGNAGE MOUNTED ALONG THIS CORRIDOR, U.O.N. ROOM SIGN -SEE DETAIL 1/A904 EMERGENCY EVACUATION PLAN SIGN STAIR AND FLOOR IDENTIFICATION SIGN -SEE DETAIL 15/A902 FIRE WALL DO NOT PENETRATE SIGN -SEE DETAIL 1/A903 NOT ACCESSIBLE SIGN -SEE DETAIL 5/A903 ACCESSIBLE ENTRY SIGN -SEE DETAIL 3/A902 WOMEN'S RESTROOM DOOR SIGN -SEE DETAIL 9/A902 MEN'S RESTROOM DOOR SIGN -SEE DETAIL 11/A902 MEN'S ACCESSIBLE RESTROOM -SEE DETAIL 7/A902 WOMAN'S ACCESSIBLE RESTROOM -SEE DETAIL 8/A902 FIRE SPRINKLER INSIDE SIGN -SEE DETAIL 13/A902 NO SMOKING SIGN -SEE DETAIL 3/A903 ROOF ACCESS SIGN -SEE DETAIL 4/A903 MAX. OCCUPANCY LOAD SIGN -SEE DETAIL 2/A903 ROOM EXIT SIGN -SEE DETAIL 3/A904 ASSISTIVE LISTENING DEVICE DIRECTIONAL SIGN -SEE DETAIL 12/A902 DOOR UNLOCK SIGN -SEE DETAIL 14/A902 ELEVATOR SIGN -SEE DETAIL 15/A902 LOBBY SIGNAGE -POLICE RECORDS -SEE DETAIL 10/A903 LOBBY SIGNAGE -INFORMATION -SEE DETAIL 11/A903 LOBBY WALL SIGNAGE -SEE DETAIL 15/A903 PORTABLE FIRE EXTINGUISHER -SEE DETAIL 15A/A801 ENTRY CANOPY SIGNAGE -SEE DETAIL 5/A904 RM ST FW NA EE MR WR AE MR.D WR.D FS NS RA MO EXT ALD DU EL LPR LI LW SCOPE OF WORK LIMITED TO STRUCTURAL SEISMIC RETROFIT ONLY PFE EC MIN 1' - 0" 9" 15"60" MAX TO BASELINE OF48" MIN TO BASELINE OFHIGHEST TACTILE CHARACTERLOWEST BRAILLE CELLSAPPLIES TO TOILET DOOR ONLY SEE SIGNAGE 1' - 6" MIN 45.00°1' - 6" MINCENTERED ON TACTILE CHARACTERS HINGE SIDE OF DOOR 11B-703.4.2 LOCATION.WHERE A TACTILE SIGN IS PRO-VIDED AT A DOOR, THE SIGN SHALL BE LOCATED ALONGSIDE THE DOOR AT THE LATCH SIDE. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH ONE ACTIVE LEAF,THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH TWO ACTIVE LEAFS, THE SIGN SHALL BE LOCATED TO THE RIGHT OF THE RIGHT HAND DOOR. WHERE THERE IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE DOOR OR AT THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT WALL. SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18 INCHES (457 MM) MINIMUM BY 18 INCHES (457 MM) MINIMUM, CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. WHERE PROVIDED, SIGNS IDENTIFYING PERMANENT ROOMS AND SPACES SHALL BE LOCATED AT THE ENTRANCE TO, AND OUTSIDE OF THE ROOM OR SPACE. WHERE PROVIDED, SIGNS IDENTIFYING EXITS SHALL BE LOCATED AT THE EXIT DOOR WHEN APPROACHED IN THE DIRECTION OF EGRESS TRAVEL EXCEPTION: IN ALTERATIONS WHERE SIGN INSTALLATION LOCATIONS IDENTIFIED IN SECTION 11B-703.4.2 ARE OBSTRUCTED OR OTHERWISE UNAVAILABLE FOR SIGN INSTAL-LATION, SIGNS WITH TACTILE CHARACTERS SHALL BE PERMIT-TED ON THE PUSH SIDE OF DOORS WITH CLOSERS AND WITHOUT HOLD-OPEN DEVICES. SIGNAGE NOTES:(TYPICAL ALL SIGNS) 2/10"1/40"INTER-CELL SPACING WITHIN A CELL = .10 INCHES (VERTICAL OR HORIZONTAL) ROUNDED DOT (ACCEPTABLE) 1. SIGN MATERIAL TO BE 1/8" THICK PLASTIC WITH 1/32" RAISED BORDER, GRAPHICS AND LETTERS. PROVIDE MECHANICAL MOUNTING WITH VANDAL RESISTANT FASTENERS. COMPLY WITH 4.30 AND A4.30 OF THE CBC. 2. PROVIDE ONE SIGN WHERE INDICATED ON DOOR SCHEDULE OR PER PLANS. LOCATE SIGN MAXIMUM 12" AWAY FROM DOOR STRIKE SIDE, LOCATE SIGN 48" MIN. A.F.F. TO BOTTOM OF BRAILLE AND 60" MAX. TO BOTTOM OF HIGHEST TEXT TACTILE LETTERING. SIGN SHALL BE CENTERED IN AN 18" X 18" CLEAR FLOOR SPACE BEYOND THE DOOR SWING ARC WITH 90 DEGREE INHIBITOR-TYPE CLOSER NEXT TO A TACTILE SIGN. 3. CHARACTER TYPE: CHARACTERS ON SIGNS SHALL BE RAISED 1/32" MINIMUM AND SHALL BE SANS SERIF UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE (SEE NOTE #7 BELOW). 4. CHARACTER SIZE: RAISED CHARACTERS SHALL BE A MINIMUM OF 5/8" AND A MAXIMUM OF 2" HIGH. 5. FINISH AND CONTRAST: CONTRAST BETWEEN CHARACTERS, SYMBOLS AND THEIR BACKGROUND MUST BE 70% MINIMUM AND HAVE A NON-GLARE FINISH. (CBC SECTION 1117B.5.2). COLORS: WHITE AND CUSTOM COLOR GREEN TO MATCH EXISTING U.O.N.(SHERWIN WILLIAMS SW 6475 COUNTRY SQUIRE) 6. PROPORTIONS: RAISED CHARACTERS ON SIGNS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER "O" IS 60% MINIMUM AND 110% MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER "I". STROKE THICKNESS OF THE UPPERCASE LETTER "I" SHALL BE 15% MAXIMUM OF THE HEIGHT OF THE CHARACTER. (CBC SECTION 1117B.5.5, ITEM 5) 7. BRAILLE: CALIFORNIA CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHEREVER BRAILLE IS REQUIRED IN OTHER PORTIONS OF THESE STANDARDS. DOTS SHALL BE 1/10" ON CENTERS IN EACH CELL WITH 1/5" SPACE BETWEEN CELLS, MEASURED THE SECOND COLUMN OF DOTS IN THE FIRST CELL TO THE FIRST COLUMN OF DOTS IN THE SECOND CELL. DOTS SHALL BE RAISED A MINIMUM OF 1/40" ABOVE THE BACKGROUND. (CBC SECTION 1117B.5.6) ROUNDED OR DOMED CALIFORNIA BRAILLE DOTS SHALL BE REQUIRED. 8. MOUNTING LOCATION: MOUNTING LOCATION SHALL BE DETERMINED SO THAT A PERSON MAY APPROACH WITHIN 3" (76MM) OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF THE DOOR. (CBC SECTION 1117B.5.7) 9. SIGNS TO BE CONTRASTING COLORS. (CBC SECTION 11B-703.6.2) 10. BRAILLE SHALL BE SEPARATED 3/8 INCH (9.5 MM) MINIMUM FROM RAISED BORDERS AND DECORATIVE ELEMENTS ACCESSIBLE 5' -0" A.F.F. 6" MIN. TALL MINIMUM 1" HIGH LETTERS UPPERCASE CHARACTERS 8"10"RESTROOM 10"10"MIN.1/2"1/2"MINIMUM 1" HIGH LETTERS UPPERCASE CHARACTERS COLOR: WHITE 6" MIN. TALL 5' -0" A.F.F. NOTE: SEE SIGNAGE NOTE #7 FOR BRAILLE REQUIREMENTS4'-0"MIN. A.F.F.5' -0" A.F.F.MINIMUM 1" HIGH LETTERS UPPERCASE CHARACTERS COLOR: WHITE 6" MIN. TALL MIN.1/2"1/2"MEN NOTE: SEE SIGNAGE NOTE #7 FOR BRAILLE REQUIREMENTS 10"10"4'-0"MIN. A.F.F.5' -0" A.F.F.MINIMUM 1" HIGH LETTERS UPPERCASE CHARACTERS COLOR: WHITE 6" MIN. TALL MIN.1/2"1/2"WOMEN NOTE: SEE SIGNAGE NOTE #7 FOR BRAILLE REQUIREMENTS 10"10"4'-0"MIN. A.F.F.FIRE SPRINKLER RISER INSIDE 1' - 0"4"MINIMUM 1" HIGH LETTERS UPPERCASE CHARACTERS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS NOTE:MOUNT IN HEADER OF INTERIOR SIDE OF DOOR FRAME * * ASSISTIVE LISTENING DEVICES AVALIABLE WHITE TEXT 5' -0" A.F.F. 10"10"MINIMUM 1" HIGH LETTERS TACTILE WHITE TEXT 5' -0" A.F.F.4'-0"MIN. A.F.F.NOTE: SEE SIGNAGE NOTE #7 FOR BRAILLE REQUIREMENTS 1' - 0"1' - 6"3/8"-1/2"(STAIR NAME) NO ROOF ACCESS 1 FLOOR 1 FLOORS 1-2 EXIT THIS LEVEL 3/8" MIN5"MINIMUM 1 1/2" HIGH LETTERS COLOR: WHITE MINIMUM 1" HIGH LETTERS COLOR: WHITE 1' - 0"1' - 0" 5' -0" A.F.F. 1/4" THICK CONTRASTING COLOR TO DOOR 1/8" R. CORNERS, TYP 5' -0" A.F.F. CONTRASTING COLOR TO DOOR AND EACH OTHER 1/4" THICK 1' - 0"1/8" R. CORNERS, TYP EDGES SHALL BE EASED OR ROUNDED AT 1/16 INCH (1.59 MM. ) MINIMUM, OR CHAMFERED AT 1/8 INCH ( 3.2 MM. ) MAXIMUM *IF DOORS ARE THE SAME COLOR, SHOW SIGNS CONSISTENTLY LIGHT ON DARK OR DARK ON LIGHT BACKGROUND 5' -0" A.F.F. 1/4" THICK CONTRASTING COLOR TO DOOR 1' - 0" 14"10"NOTE: PROVIDE SIGN @ 30'-0" O.C. MAX. AT ACCESSIBLE/VISIBLE SIDE OF RATED WALLS ### MAXIMUM OCCUPANCY FOR THIS (SPACE NAME)4"1' - 0" 5' -0" A.F.F. MIN. 1" HIGH UPPERCASE CHARACTERS NOTE:TACTILE TEXT SEE NOTE 3 5' -0" A.F.F. 10" ROOF ACCESS 4"10" 1" HIGH NAME TEXT COLOR: WHITE 5'-0" MAX. A.F.F. SEE SIGNAGE NOTE #7 FOR BRAILLE REQUIREMENTS NOT ACCESSIBLE 1" HIGH NAME TEXT COLOR: WHITE SEE SIGNAGE NOTE #7 FOR BRAILLE REQUIREMENTS 10"1' - 3"-" MAX. A.F.F. POLICEHEIGHT FROM CEILING1' - 8"RECORDS LENGTH OF MOUNTING BRACKET 6' - 4"TEXT HEIGHT5"HEIGHT OF MOUNTING BRACKET2' - 4"3" 1' - 0"1' - 0"SPACE BET. BACKET AND T.O.C5"5' - 8" 3"3"3" 3" UNISTRUT CONNECT TO UNDERSIDE OF STRUCTURE THREADED ROD BOLTED TO UNISTRUT THREADED ROD BOLTED TO MOUNTING BRACKET 1" X 2" ALUMINUM MOUNTING BRACKET DROP CEILING PER FINISH PLAN ALUMINUM COVER PLATE 1" X 5" ALUMINUM LETTERS (E) CONCRETE MTL. DECK UNISTRUT CONNECT TO UNDERSIDE OF STRUCTURE UNISTRUT THREADED ROD BOLTED TO MOUNTING BRACKET 1" X 2" ALUMINUM MOUNTING BRACKET DROP CEILING PER FINISH PLAN ALUMINUM COVER PLATE ALUMINUM LETTERS 5" IN HEIGHT AND 1" DEPTH (E) CONCRETE MTL. DECK HEIGHT OF TEXT5"HEIGHT FROM CEILING1' - 8"HEIGHT OF MOUNTING BRACKET2' - 4"SPACE BET. BRACKET AND T.O.C.5"DEPTH OF BRACKET TYP. 2"THICKNESS OF BRACKET TYP.1"DEPTH OF TEXT TYP. 1" INFORMATION 3"3" 4' - 6" LENGTH OF MOUNTING BRACKET 5' - 2"HEIGHT OF MOUNTING BRACKET2' - 4 1/4"HEIGHT FROM CEILING1' - 8"HEIGHT OF TEXT5"3"3" 1' - 0"1' - 0"SPACE BET BRACKET AND T.O.C5"UNISTRUT CONNECT TO UNDERSIDE OF STRUCTURE THREADED ROD BOLTED TO UNISTRUT THREADED ROD BOLTED TO MOUNTING BRACKET 1" X 2" ALUMINUM MOUNTING BRACKET DROP CEILING PER FINISH PLAN ALUMINUM COVER PLATE 1" X 5" ALUMINUM LETTERS (E) CONCRETE MTL. DECK TYP. 1" TO PROTECT AND SERVE THE COMMUNITY WITH INTEGRITY, PROFESSIONALISM AND VALOR F.F. TO BOT. OF BRACKET70".1/2" X 1/2" ALUMINUM MOUNTING BRACKET 1/2" X 5" ALUMINUM LETTERS, TYP. A903 13 BOTTOM BRACKET TO BE MOUNTED AT 70" FROM FINISH FLOOR. SIGNAGE TO BE CENTERED ON WALL. TYP. 3"EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.3" 3"EQ. TYP. 3"EQ. TYP.LINE SPACING12"LINE SPACING12"TEXT CENTERED ON BRACKET 13 A903 TYP.TEXT HEIGHT5"DEPTH 1/2" ALUMINUM LETTERS AND BRACKET 1/4" DIA. X 1 1/2" LONG BOLT. (N) WALL PER WALL TYPE ROUNDMOUNTING PLATE, PROVIDE BACKING AS NECESSARY SEE DETAIL 9/A8033 1/2"3 1/2" 3 1/2" x 3 1/2" 1/8" THICK ALUMINUM MOUNTING PLATE W/ 1/2" DIA. x 1" LONG SELF TAPPING SCREWS. 1/2" WELDED CONNECTION 1/2" X 1/2" ALUMINUM BRACKET TYP. IN CASE OF FIRE, USE STAIRWAY FOR EXIT. DO NOT USE ELEVATOR.10"8" 5' -0" A.F.F. WHITE TEXT EXIT5' -0" A.F.F. 10"5"CONTRASTING COLOR TO WALL, TYP. NOTE: SEE SIGNAGE NOTE #7 FOR BRAILLE REQUIREMENTS 3/8"-1/2"3/8" MINCONFERENCE###4"60" MAX. A.F.F.TO BOTTOM OF HIGHEST TACTILE CHARACTERS48" MIN. A.F.F.TO BOTTOM OF LOWESTTACTILE CHARACTERSROOM NAME TEXT: 1" HIGH LETTERS COLOR: WHITE10" NOTE: SEE SIGNAGE NOTE #7 FOR BRAILLE REQUIREMENTS3/8"-1/2"3/8" MIN'C' CHANNEL SUPPORT FRAME, SEE STRUCT. 8"h x 2"d ALUMINUM LETTERS BOLTED TO 'C' CHANNEL FRAME A904 5 HEIGHT OF LETTERS8"EQ. TYP. DISTANCE BETWEEN LETTERS 4"EQ. CANOPY WIDTH 11' - 9" 10" TYP. WIDTH OF LETTERS 6" ALUMINUM LETTERING, ATTACHED TO STEEL FRAME HSS METAL BEAM, REFER TO STRUCTURAL PLANS DESIGN CRITERIADESIGN OF NEW STRUCTURES CONFORMS TO THE CALIFORNIA BUILDING CODE (CBC), 2019 EDITION AND MEETS THE REQUIREMENTS FOR ESSENTIAL FACILITIES.1. LIVE LOADS:A. ROOF: 20 PSFB. FLOOR: 50 PSFC. CORRIDORS: 100 PSF2. DEAD LOADS:A. PARTITIONS: 20 PSF3. WIND ANALYSIS: WIND LOADS ARE BASED ON CBC SECTION 1609A WITH THE FOLLOWING FACTORS:EXPOSURE CATEGORY CRISK CATEGORY: IVV = 105 MPHVasd= 81 MPHGCpi = ±0.18Kzt = 1.0C&C DESIGN PRESSURE, q = 58 PSF4. SEISMIC ANALYSIS: EQUIVALENT LATERAL FORCE PROCEDURESITE CLASS CSEISMIC DESIGN CATEGORY DRISK CATEGORY: IVSs= 0.947S1 = 0.347Fa = 1.200Fv= 1.500SDS= 0.635SD1= 0.278DESIGN OF VOLUNTARY SEISMIC UPGRADE CONFORMS TO THE CALIFORNIA EXISTING BUILDING CODE (CEBC), 2019 EDITION AND ASCE 41-17 FOR ESSENTIAL FACILITIES. 1. SEISMIC ANALYSIS: LINEAR DYNAMIC PROCEDURESTRUCTURAL PERFORMANCE AT BSE-1E = IMMEDIATE OCCUPANCYSTRUCTURAL PERFORMANCE AT BSE-2E = LIFE SAFETYNONSTRUCTURAL PERFORMANCE AT BSE-1E = POSITION RETENTIONNONSTRUCTURAL PERFORMANCE AT BSE-2E = HAZARDS REDUCEDSITE CLASS = CRISK CATEGORY = IV BSE-1ESS = 0.348S1 = 0.129Fa = 1.300Fv = 1.500SXS = 0.394SX1 = 0.155BSE-2ESS = 0.715S1 = 0.260Fa = 1.214Fv = 1.500SXS = 0.750SX1 = 0.312CAST-IN-PLACE CONCRETE1. PORTLAND CEMENT SHALL BE ASTM C150 TYPE V UNLESS OTHERWISE NOTED.2. ALL CONCRETE SHALL BE NORMAL WEIGHT (145 PCF) HARD ROCK TYPE UNLESS OTHERWISE NOTED AS LIGHT WEIGHT CONCRETE (115 PCF MAX.).3. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f'c) AT 28 DAYS AS FOLLOWS, UNLESS OTHERWISE NOTED:A. FOUNDATION, FOOTINGS: 4,000 PSIB. SLABS-ON-GRADE: 4,000 PSIC. NORMAL WEIGHT CONCRETE FILL OVER METAL DECK: 3,000 PSI4. CONCRETE MIXES SHALL BE DESIGNED BY A QUALIFIED TESTING LABORATORY, BEARING A REGISTERED STATE OF CALIFORNIA CIVIL ENGINEER'S STAMP, AND REVIEWED BY THE ENGINEER PRIOR TO USE.5. MAXIMUM RATIO OF WATER TO CEMENTITIOUS MATERIALS, BY WEIGHT, SHALL BE 0.45 UNLESS OTHERWISE NOTED. USE MINIMUM 6 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE.6. ALL CONSTRUCTION JOINTS SHALL BE KEYED AND SHALL BE THOROUGHLY CLEANED. SEE CAST-IN-PLACE CONCRETE NOTE 10.7. THE CONTRACTOR SHALL SUBMIT THE PROPOSED LOCATION OF ALL CONSTRUCTION JOINTS TO THE ENGINEER FOR REVIEW PRIOR TO PLACING OF CONCRETE. POUR JOINTS SHALL BE LOCATED TO MINIMIZE EFFECTS OF SHRINKAGE AS WELL AS PLACED AT POINTS OF LOW STRESS. 8. CONCRETE COVERAGE OF REINFORCING STEEL SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED:A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH EXCEPT SLAB-ON-GRADE: 3".B. CONCRETE EXPOSED TO EARTH OR WEATHER:* #6 THROUGH #18 REBAR: 3"* #5 REBAR, W31 OR D31 WIRE, AND SMALLER: 3"C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:* SLABS, WALLS AND JOISTS (#11 REBAR AND SMALLER): 3/4"* BEAMS AND COLUMNS: 11/2"D. SLABS-ON-GRADE - PLACE REBAR AT MID DEPTH 9. ALL EXPOSED CONCRETE EDGES SHALL BE FORMED WITH A 3/4" CHAMFER UNLESS OTHERWISE SHOWN OR NOTED.10. ALL NEW CONCRETE PLACED AGAINST HARDENED CONCRETE SHALL BE PREPARED PER THE FOLLOWING PROCEDURE:A. ROUGHEN HARDENED SURFACE TO AN AMPLITUDE OF 1/4" WITH BUSH HAMMER, SAND BLASTING, OR OTHER APPROVED METHOD.B. CLEAN SURFACES OF DUST AND DEBRIS USING CLEAN COMPRESSED AIR AND WATER. C. THE SURFACE OF ALL HORIZONTAL CONSTRUCTION JOINTS SHALL BE CLEANED AND ROUGHED BY EXPOSING CLEAN AGGREGATE SOLIDLY EMBEDDED IN MORTAR MATRIX. IN THE EVENT THAT THE CONTACT SURFACE BECOMES COATED WITH EARTH, SAWDUST, ETC., AFTER BEING CLEANED, THE ENTIRE SURFACE SO COATED SHALL BE RECLEANED.D. REFER TO OTHER NOTES FOR DUST CONTROL DURING CONSTRUCTION.11. CURING COMPOUND USED ON CONCRETE SHALL BE REVIEWED BY THE ENGINEER.12. BONDING AGENT SHALL BE CHEMREX CONCRESIVE LIQUID LPL, OR SIKA ARMATEC 110 EPOCEM, OR APPROVED EQUAL AND SHALL BE APPLIED FOLLOWING THE MANUFACTURER'S RECOMMENDATIONS.13. THE NOMINAL MAXIMUM SIZE OF COARSE AGGREGATES SHALL BE 1" UNLESS OTHERWISE NOTED.14. ALL CRACKS WIDER THAN 1/16" IN NEW CONCRETE APPEARING WITHIN 6 MONTHS OF CONCRETE PLACEMENT SHALL BE REPAIRED USING SIKADUR 35, HI-MOD LV EPOXY ADHESIVE INJECTION BY THE CONTRACTOR AT NO COST TO THE OWNER.STRUCTURAL STEEL1. THE CONTRACTOR SHALL SUBMIT ALL STRUCTURAL STEEL AND MISCELLANEOUS STEEL SHOP DRAWINGS TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION.2. MATERIAL TEST OR REPORTS FOR HOT-ROLLED STRUCTURAL SHAPES, PLATES, AND BARS SHALL BE MADE IN ACCORDANCE WITH ASTM A6. FOR SHEET MATERIAL, TEST SHALL BE MADE IN ACCORDANCE WITH ASTM A568. FOR TUBING AND PIPE, SUCH TEST SHALL BE MADE IN ACCORDANCE WITH REQUIREMENTS OF THE APPLICABLE ASTM STANDARDS.3. STEEL MATERIALS SHALL CONFORM TO THE FOLLOWING, UNLESS OTHERWISE NOTED: A. PLATES AND BARS: ASTM A36 (Fy=36ksi, Fu=58ksi), U.N.O.B. CHANNELS AND ANGLES: ASTM A36 (Fy=36ksi, Fu=58ksi)C. W AND WT: ASTM A992 (Fy=50ksi, Fu=65ksi)D. RECTANGULAR AND SQUARE HSS: ASTM A500, GRADE B (Fy=46ksi, Fu=58ksi)E. ROUND HSS: ASTM A500, GRADE B (Fy=42ksi, Fu=58ksi)F. PIPES: ASTM A53, GRADE B (Fy=35ksi, Fu=60ksi)G. BOLTS AT STEEL-TO-STEEL CONNECTIONS: ASTM A325 ST (SNUG-TIGHTENED), TYPE 1; 7/8"∅TYP. U.O.N. H. BOLTS AT OTHER APPLICATIONS: ASTM A307I. ANCHOR RODS: ASTM F1554, GRADE 36, U.N.O.J. THREADED RODS: ASTM A36K. NUTS: ASTM A563L. WASHERS: ASTM F436M. STEEL STUD SHEAR CONNECTORS: ASTM A29/A108, AWS D1.14. HEAVY-HEX STRUCTURAL BOLT AND NUT DIMENSIONS SHALL MEET THE REQUIREMENTS OF ANSI/ASME B18.2.6.5. ALL STEEL (EXCEPT STAINLESS STEEL) SHALL BE SHOP PRIMED WITH ZINC OXIDE PRIMER UNLESS OTHERWISE NOTED.6. PAINT ALL STRUCTURAL STEEL WITH WEATHER/RUST RESISTANT PAINT IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND ARCHITECTURAL DETAILS UNLESS OTHERWISE NOTED.7. DIAMETER OF BOLT HOLE SHALL BE 1/16" LARGER THAN THE BOLT'S DIAMETER UNLESS OTHERWISE NOTED.8. IF DRILLING HOLES AT STEEL MEMBERS TO ACCOMMODATE THE CONCRETE ANCHORS IS REQUIRED, THE DRILLING MUST BE DONE AFTER THE FINAL ANCHOR HAVE BEEN HOLES DRILLED. THE HOLES AT STEEL MEMBERS SHALL MATCH THE LOCATION OF INSTALLED ANCHORS.9. PROVIDE BEVELED WASHERS ON SLOPING SURFACE OF CONNECTIONS FOR FULL BEARING.10. MINIMUM BOLT SPACING FROM CENTER OF STANDARD AISC HOLE AS FOLLOWS, U.N.O.:CENTER-TO-CENTER = 3 BOLT DIAMETERCENTER-T0-ROLLED EDGE = 1.5 BOLT DIAMETERCENTER-TO-SHEARED EDGE = 1.75 BOLT DIAMETER11. GALVANIZE ALL STEEL EXPOSED TO WEATHER, UNLESS OTHERWISE NOTED.12. ALL STEEL SHALL BE FABRICATED AT CITY OF CARLSBAD APPROVED STEEL FABRICATION SHOP.STRUCTURAL STEEL WELDING1. ALL WELDING SHALL BE IN CONFORMANCE WITH THE AWS D1.1 AND AWS D1.8.2. ALL WELDING MUST BE APPROVED BY AN AWS CERTIFIED INSPECTOR.3. ALL WELDING OF STEEL SHALL CONFORM TO AWS D1.1 AND AWS D1.8 AND SHALL BE PERFORMED BY AWS CERTIFIED WELDERS USING E-70XX LOW HYDROGEN MOISTURE RESISTING ELECTRODES UNLESS OTHERWISE NOTED.4. ALL WELDS USED IN MEMBERS AND CONNECTIONS IN THE SEISMIC FORCE RESISTING SYSTEM (SFRS) SHALL BE MADE WITH FILLER METALS MEETING THE REQUIREMENTS SPECIFIED IN AWS D1.8 CLAUSE 6.3. ALL WELDING ELECTRODES AND ELECTRODE-FLUX COMBINATIONS SHALL MEET DIFFUSIBLE HYDROGEN TESTING REQUIREMENTS OF TABLE 6.3 OF AWS D1.8. WELDS DESIGNATED AS DEMAND 'CRITICAL WELDS' SHALL BE MADE WITH FILLER METALS MEETING THE REQUIREMENTS SPECIFIED IN AWS D1.8 CLAUSES 6.3.5, 6.3.6, 6.3.7 AND 6.3.8.5. ALL WELDS USED IN MEMBERS AND CONNECTIONS IN THE SFRS SHALL BE MADE WITH A FILLER METAL THAT CAN PRODUCE WELDS THAT HAVE A MINIMUM CHARPY V-NOTCH TOUGHNESS OF 20 FT-LB AT 0 °F, AS DETERMINED BY THE APPROPRIATE AWS A5 CLASSIFICATION OR MANUFACTURER CERTIFICATION.6. USE THE MINIMUM SIZE OF WELDING IN ACCORDANCE WITH AISC 360-16 SECTION J2 AT STEEL-TO-STEEL JOINTS UNLESS A LARGER WELDING SIZE IS SPECIFIED ON THE PLANS.7. WHERE LENGTH OF WELDING IS NOT SHOWN, IT SHALL BE FULL LENGTH OF JOINT. ALL BUTT WELDS SHALL BE COMPLETE PENETRATION WELDS UNLESS OTHERWISE NOTED.8. THE CONTRACTOR SHALL PROVIDE WELDING PROCEDURE SPECIFICATION (WPS) AND DETAILED SEQUENCE OF WELDING SKETCH FOR REVIEW PRIOR TO STARTING FABRICATION. THE SEQUENCE OF WELDING SHALL BE PLANNED TO MINIMIZE LOCKED IN STRESSES AND DISTORTION. EACH WPS SHALL BE STAMPED WITH AN AWS INSPECTOR'S STAMP INDICATING THAT INSPECTOR'S CERTIFICATION THAT THE WPS CONFORMS TO AWS D1.1 AND D1.8, AND ALL REQUIREMENTS SET FORTH IN THE DRAWINGS AND SPECIFICATIONS. EACH WPS SHALL BE FORMATTED TO FIT ON LETTER SIZED PAPER BUT SHALL BE SUBMITTED ON THE UPPER PORTION OF LEGAL SIZED PAPER ALLOWING FOR AWS INSPECTOR, CONTRACTOR REVIEW, AND DESIGNER REVIEW STAMPS TO BE PLACED ON THE BLANK BOTTOM PORTION OF EACH LEGAL SIZED SHEET.9. COMPLETE PENETRATION GROOVE WELDS SHALL HAVE A FILLER METAL WITH CHARPY V-NOTCH TOUGHNESS OF 20 FT-LBS AVERAGE AT 0° FAHRENHEIT. FOR DEMAND CRITICAL WELDS OF THE SEISMIC FORCE RESISTING SYSTEM SUBJECTED TO SERVICE TEMPERATURES BELOW +50 °F, THE MINIMUM CHARPY V-NOTCH OF 40 FT-LBS SHALL BE PROVIDED AT A SERVICE TEMPERATURE NOT MORE THAN 20 °F ABOVE THE LOWEST ANTICIPATED SERVICE TEMPERATURE.10. FACES OF FILLET WELDS NOT EXPOSED TO VIEW SHALL HAVE AS-WELDED SURFACES THAT ARE REASONABLY SMOOTH AND UNIFORM. NO FINISHING OR GRINDING SHALL BE REQUIRED EXCEPT WHERE CLEARANCES OR FIT OF OTHER ITEMS MAY SO NECESSITATE.11. ALL COMPLETE AND PARTIAL PENETRATION WELDS WHICH ARE EXPOSED TO VIEW SHALL BE GROUND SMOOTH AND FLUSH WITH FINISH SURFACE OF STEEL. HOLES SHALL BE FILLED WITH WELD METAL AND SMOOTHED BY GRINDING OR FILING.12. FINISH GROOVE PREPARATION THERMAL CUTS BY GRINDING.13. WELDS SHALL BE TERMINATED AT THE END OF A JOINT IN A MANNER THAT WILL ENSURE SOUND WELDS. THIS SHALL BE DONE BY USE OF EXTENSION BARS AND RUN OFF TABS IF NECESSARY.14. TO ASSURE THE PROPER AMPERAGE AND VOLTAGE OF THE WELDING PROCESS, A HAND HELD CALIBRATED AMP AND VOLT METER SHALL BE USED. AMPERAGE AND VOLTAGE SHALL BE MEASURED AT THE ARC WITH THIS EQUIPMENT. TRAVEL SPEED AND ELECTRODE STICK OUT SHALL BE VERIFIED TO BE IN COMPLIANCE WITH THE ELECTRODE MANUFACTURER'S RECOMMENDATIONS AND WITH THE APPROVED WELDING PROCEDURE SPECIFICATION.SCOPE OF WORKTHE SCOPE OF WORK OF THIS PROJECT CONSISTS OF SEISMIC RETROFIT OF A STEEL MOMENT FRAME BUILDING, AND STRUCTURAL MODIFICATIONS TO ACCOMMODATE TENANT IMPROVEMENTS.AS-BUILT CONDITIONS1. CONTRACTOR MUST FULLY MEASURE THE (E) STRUCTURE BEFORE FABRICATING/CUTTING ANY NEW STEEL MEMBERS TO BE INSTALLED INTO THE STRUCTURE PER THESE DRAWINGS.2. ALL NEW STEEL MEMBERS MUST BE FABRICATED/CUT TO THE ACTUAL AS-BUILT STRUCTURE DIMENSIONS IN ORDER TO ASSURE PROPER FIT-UP AND INSTALLATION AS SHOWN IN THE CONNECTION, SUPPORT AND OTHER DETAILS SHOWN ON THE DRAWINGS.3. MODIFICATION OF THE DESIGN OR DETAILS SHOWN ON THE DRAWINGS IN ORDER TO ACCOMMODATE IMPROPER FIT-UP DUE TO LACK OF AS-BUILT MEASUREMENTS AND/OR FABRICATION ERRORS WILL NOT BE ALLOWED AND WILL BE THE BASIS FOR REJECTION OF THE INSTALLATION.TOLERANCE1. PERMITTED TOLERANCE SHALL BE ACCORDING CALIFORNIA BUILDING CODE.STEEL DECK1. STEEL DECK SHALL BE MANUFACTURED BY VERCO MANUFACTURING CO. (IAPMO ER-2018) OR APPROVED EQUAL.2. STEEL DECK SHALL BE FORMED FROM STEEL PER ASTM A653 SS GRADE 50 (MIN.).3. STEEL DECK SHALL BE GALVANIZED G90 UNLESS OTHERWISE NOTED.4. FORM STEEL DECK UNITS IN LENGTHS TO SPAN 3 OR MORE SUPPORTS, WITH BUTTED OR NESTED 2" END LAPS, AND MINIMUM 2" ENDS BEARING ON SUPPORTING MEMBERS UNLESS OTHERWISE NOTED. 5. PUDDLE WELDS TO SECURE STEEL DECK TO SUPPORTING MEMBERS SHALL BE 3/4" VISIBLE DIAMETER FUSION WELDS UNLESS OTHERWISE NOTED. 6. ALL WELDING SHALL CONFORM TO AWS AND SHALL BE PERFORMED BY CERTIFIED WELDERS USING E-70XX ELECTRODES.7. ALL WELDS OF STEEL DECK SHALL BE DE-SLAGGED AND CLEANED OF RUST SPOTS WITH A WIRE BRUSH AND SHALL BE TOUCHED UP WITH A ZINC-RICH PAINT.FOUNDATIONS1. GEOTECHNICAL INVESTIGATION REPORTS: REFER TO NINYO & MOORE GEOTECHNICAL & ENVIRONMENTAL SCIENCES CONSULTANTSGEOTECHNICAL EVALUATION, SAFETY CENTER RENOVATION2560 ORION WAY, CARLSBAD, CALIFORNIANINYO & MOORE PROJECT NUMBER: 108715003, DATED AUGUST 16, 2019GEOTECHNICAL EVALUATION, CARLSBAD SAFETY CENTER SEISMIC RETROFIT2560 ORION WAY, CARLSBAD, CALIFORNIANINYO & MOORE PROJECT NUMBER: 108715011, DATED AUGUST 14, 20202. THE CONTRACTOR SHALL COMPLY WITH ALL RECOMMENDATIONS OF THE GEOTECHNICAL REPORT, INCLUDING THOSE FOR OVER-EXCAVATION, BACKFILL, ENGINEERED FILL, TEMPORARY EXCAVATIONS AND SHORING.3. A COPY OF THE GEOTECHNICAL REPORT SHALL BE MAINTAINED ON-SITE BY THE GENERAL CONTRACTOR AND BY EACH SUBCONTRACTOR PERFORMING WORK RELATED TO SOILS, FOUNDATIONS SLABS-ON-GRADE, BASEMENT WALLS AND RETAINING WALLS.4. NEW SLAB-ON -GRADE SHALL BE BUILT ON UNDISTURBED SOIL, OR COMPACTED FILL MATERIAL.5. COMPACTED FILL MATERIAL SHALL BE PLACED AT A MINIMUM OF 90% OF THE MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED IN ACCORDANCE WITH ASTM D1557. THE COMPACTION SHALL BE VERIFIED BY SPECIAL INSPECTION PER THE T10 FORM.GENERAL1. REFER TO PROJECT SPECIFICATIONS FOR PROJECT REQUIREMENTS.2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA DURING CONSTRUCTION PERIOD.THE CONTRACTOR SHALL PROTECT ADJACENT PROPERTY AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE, AND LOCAL SAFETY ORDINANCES.3. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO PRIOR REVIEW BY THE ENGINEER. 4. THE CONTRACTOR SHALL SUPERVISE, DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. THE SUPPORTING SERVICES BY THE ENGINEER, WHETHER PERFORMED PRIOR TO, DURING, OR AFTER CONSTRUCTION, ARE PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DRAWINGS AND PROJECT SPECIFICATIONS; BUT THEY DO NOT GUARANTEE THE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSIDERED AS SUPERVISION OF CONSTRUCTION.5. SHOP DRAWINGS REQUIRED BY THE PROJECT SPECIFICATIONS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWINGS WILL BE REJECTED FOR INCOMPLETENESS, LACK OF CALCULATIONS (IF REQUIRED) OR CHANGES WITHOUT PRE-APPROVAL. ALL STRUCTURAL CALCULATIONS AND DRAWINGS AS PART OF THE SHOP DRAWINGS SUBMITTAL SHALL BE SIGNED AND STAMPED BY A CALIFORNIA REGISTERED ENGINEER.6. ANY PARTS OF WORK AREA WHICH ARE TO BE BARRICADED OR SEALED TO NON-CONSTRUCTION INDIVIDUALS MUST BE COORDINATED WITH AND APPROVED BY THE OWNER BEFORE PROCEEDING WITH THE WORK.7. THE CONTRACTOR SHALL EXERT EVERY EFFORT TO PREVENT DUST AND CONSTRUCTION DEBRIS FROM CONTAMINATING THE WORK AREA. THESE EFFORTS SHALL INCLUDE BUT NOT BE LIMITED TO PROVIDING A DAILY CLEANUP OF THE CONSTRUCTION AREA. THE CONTRACTOR SHALL REFER TO THE PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.8. THE CONTRACTOR SHALL EXERT EVERY EFFORT TO MINIMIZE THE CONSTRUCTION NOISE AND DISTURBANCE DURING CONSTRUCTION. 9. THE CONTRACTOR SHALL BE RESPONSIBLE TO SECURE THE CONSTRUCTION SITE10. CUTTING, BORING, SAW-CUTTING OR DRILLING THROUGH THE STRUCTURAL MEMBERS OTHER THAN THOSE DETAILED ON APPROVED STRUCTURAL DRAWINGS SHALL NOT BE DONE WITHOUT THE ENGINEER'S PRIOR REVIEW AND APPROVAL.11. THE CONTRACTOR SHALL:A. CHECK ALL DIMENSIONS.B. BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES. ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER AND SHALL BE RESOLVED BEFORE PROCEEDING WITH THE WORK. 12. ALL CONSTRUCTION AND WORKMANSHIP, INCLUDING MATERIALS, SHALL CONFORM TO THESE DRAWINGS AND THE CBC.13. GOVERNING CODE AUTHORITY: CITY OF CARLSBAD BUILDING DEPARTMENT. 14. COMPLY FULLY WITH ALL CODES HAVING JURISDICTION OVER THE WORK. IF ANY WORK SHOWN OR INDICATED ON THE DRAWINGS IS IN CONFLICT WITH ANY CODE HAVING JURISDICTION, BRING IT TO THE ATTENTION OF THE OWNER PRIOR TO THE COMMENCEMENT OF ANY WORK WHICH WOULD BE AFFECTED BY IT.15. WHERE NOT INDICATED OTHERWISE, THE LATEST EDITION OF ALL CITED DOCUMENTS SHALL GOVERN.THE TERM CBC IN THESE DRAWINGS MEANS 2019 CALIFORNIA BUILDING CODE, CALIFORNIA CODE OF REGULATIONS, TITLE 24, ALL PARTS AND VOLUMES.16. ALL INFORMATION, DIMENSIONS, AND ELEVATIONS SHOWN OR NOTED TO EXISTING STRUCTURE ARE BASED ON BEST INFORMATION CURRENTLY AVAILABLE AT THE TIME OF THE PREPARATION OF THESE DRAWINGS. NO WARRANTY IS IMPLIED AS TO THE ACCURACY OF EXISTING CONDITIONS. THE CONTRACTOR SHALL REFER TO THE ORIGINAL CONSTRUCTION DOCUMENTS FOR INFORMATION REGARDING EXISTING CONSTRUCTION AND SHALL FIELD VERIFY ALL CONDITIONS. IF CONDITIONS BECOME APPARENT WHICH DIFFER FROM THE CONDITIONS SHOWN HEREIN, THEY SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNER. HOWEVER, ANY SIGNIFICANT CONFLICTS SHALL BE RESOLVED AS NOTED.17. DIMENSIONS: DIMENSIONS TAKE PRECEDENCE OVER SCALE OF DRAWING. RELY ON WRITTEN DIMENSIONS GIVEN AND FIELD VERIFICATION. IF DISCREPANCIES ARE FOUND, NOTIFY THE OWNER BEFORE THE COMMENCEMENT OR RESUMPTION OF WORK. IF NO DIMENSION ARE GIVEN, NOTIFY THE OWNER FOR CLARIFICATIONS. ALL NOTIFICATIONS SHALL BE BY "RFI".18. CONDITIONS NOTED AS "EXISTING" OR (E) ARE TO REMAIN U.N.O. PROTECT AS REQUIRED. "EXISTING" CONSTRUCTION REMOVED BY THE CONTRACTOR FOR ANY REASON SHALL BE REPLACED TO MATCH EXISTING AT NO ADDITIONAL COST TO THE OWNER. ALL MATERIALS, FEATURES OR CONDITIONS NOT SPECIFICALLY IDENTIFIED AS "EXISTING" OR (E) ARE CONSIDERED NEW WORK AND ARE PART OF THE PROJECT SCOPE OF WORK.19. ALL EXISTING CONDITIONS, WHETHER OR NOT SPECIFICALLY NOTED ON THE DRAWINGS, SHALL BE VERIFIED PRIOR TO THE COMMENCEMENT OF ANY WORK. DO NOT PROCEED WITH ANY ITEM OR WORK THAT IS REASONABLY QUESTIONABLE WITHOUT ADVISING THE OWNER. OBTAIN DIRECTION FROM THE OWNER AS TO HOW TO PROCEED. SUBMIT ALL QUESTIONS ON "RFI" FORM.20. ANY DISCREPANCIES FOUND IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION PRIOR TO COMMENCING ANY WORK.21. THE CONTRACTOR IS FULLY AND SOLELY RESPONSIBLE FOR ALL SHORING REQUIRED IN ORDER TO SAFELY ACHIEVE THE FINAL CONSTRUCTION SHOWN ON THE DRAWINGS. THIS INCLUDES, BUT IS NOT LIMITED TO, ANY TYPES OF SHORING REQUIRED FOR SOILS EXCAVATION AND BACKFILL WORK; SUPPORT OF STRUCTURAL ELEMENTS UNTIL THEY HAVE ACHIEVED THE NECESSARY STRENGTH TO PERFORM IN THE FINAL POSITION AND MANNER SHOWN ON THE DRAWINGS; AND SUPPORT OF STRUCTURAL ELEMENTS THAT ARE MODIFIED AND TTHEREBY REDUCED IN STRENGTH IN ANY WAY DURING CONSTRUCTION AS REQUIRED TO ACHIEVE THE FINAL CONSTRUCTION AS SHOWN ON THE DRAWINGS. ALL SHORING CALCULATIONS AND DRAWINGS SHALL BE STAMPED BY A CALIFORNIA REGISTERED ENGINEER AND SUBMITTED FOR REVIEW PRIOR TO PERFORMING THE WORK.22. LOCATE ALL EMBEDDED ITEMS, REINFORCING STEEL AND TENDONS USING NON-DESTRUCTIVE MEANS PRIOR TO DRILLING OR CORING. DO NOT DAMAGE EMBEDDED ITEMS WITHOUT APPROVAL BY THE STRUCTURAL ENGINEER.23. THE CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION ON THE SEISMIC-FORCE-RESISTING SYSTEM SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL PRIOR TO THE COMMENCEMENT OF WORK ON THE SYSTEM.DEFERRED APPROVALSCONTRACTOR SHALL OBTAIN A COMPLETE DESIGN PERFORMED BY A CALIFORNIA REGISTERED STRUCTURAL ENGINEER FOR THE FOLLOWING ITEMS:• SEISMIC BRACING OF MECHANICAL, ELECTRICAL, PLUMBING, AND FIRESPRINKLER DISTRIBUTION SYSTEMS IN ACCORDANCE WITH S600 - S615CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO.DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARKDATEDESCRIPTIONSCALE:SUBMITTAL:DATE:As indicatedS001GENERAL NOTESCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20DATE SIGNED:NASNGI ALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020RE-SUBMITTAL - CYCLE 0211.25.20 POWER DRIVEN FASTENERS (LOW VELOCITY)1. USE HILTI LOW-VELOCITY X-U UNIVERSAL POWDER DRIVEN FASTENERS (ICC ESR-2269) OR APPROVED EQUAL POWER DRIVEN FASTENERS AND FOLLOW THE MANUFACTURER'S RECOMMENDATIONS FOR ANCHORING SYSTEM UNLESS OTHERWISE NOTED.2. POWER DRIVEN FASTENERS MAY BE USED FOR SHEAR LOADS AND THEY MAY BE USED IN TENSION TO SUPPORT LOADS LESS THAN 100 POUNDS FOR MINOR LOADS LIKE ACOUSTICAL CEILINGS, DUCT WORK, CONDUIT, ETC. ANY POWDER DRIVEN FASTENER MUST HAVE ICC APPROVAL FOR THE TYPE OF CONCRETE USED ON THE JOB. POWDER DRIVEN FASTENER MAY NOT BE USED IN CONCRETE CURBS.3. THE ALLOWABLE LOADS SHALL BE 100 POUNDS OR 80% OF ICC APPROVED VALUES, WHICHEVER IS LESS. QUALIFICATION FOR USE OF ALL POWER ACTUATED TOOLS MUST MEET ANSI A10.3 STANDARD AS REQUIRED BY THE MANUFACTURER AND ALL OSHA REQUIREMENTS.4. POWER DRIVEN FASTENERS SHALL NOT BE USED FOR BRACING WIRES.5. TESTING - THE OPERATOR, TOOL, AND FASTENER SHALL BE PRE-QUALIFIED BY THE PROJECT INSPECTOR. HE SHALL OBSERVE THE TESTING OF THE FIRST 10 FASTENER INSTALLATIONS. A TEST "PULL-OUT" LOAD OF NOT LESS THAN TWICE THE DESIGN LOAD SHALL BE APPLIED TO THE FASTENERS IN SUCH A MANNER AS NOT TO RESIST THE SPALLING TENDENCY OF THE CONCRETE SURROUNDING THE FASTENERS. THEREAFTER, RANDOM TESTS UNDER THE PROJECT INSPECTOR'S SUPERVISION SHALL BE MADE OF APPROXIMATELY 1 IN 10 FASTENERS. IF ANY FASTENER FAILS TESTING, TEST ALL FASTENERS OF THE SAME CATEGORY NOT PREVIOUSLY TESTED UNTIL TWENTY (20) CONSECUTIVE PASS, THEN RESUME THE INITIAL TESTING FREQUENCY.STEEL STUDS, JOISTS AND ACCESSORIES1. STEEL STUDS, JOISTS AND ACCESSORIES SHALL BE MANUFACTURED BY MEMBERS OF THE SUPREME STEEL FRAMING SYSTEM ASSOCIATION (SSFSA) (IAPMO ER-313) OR APPROVED EQUAL WITH CURRENT ICC ES OR IAPMO EVALUATION REPORT, U.N.O..2. STEEL STUDS, JOISTS AND ACCESSORIES SHALL BE FORMED FROM STEEL WITH A MINIMUM YIELD STRESS OF 50 KSI FOR 16 GAUGE AND HEAVIER ITEMS, OR 33 KSI FOR 18 GAUGE AND LIGHTER ITEMS.3. STEEL STUDS, JOISTS AND ACCESSORIES SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A653, G60, UNLESS OTHERWISE NOTED.4. ALL WELDS OF GALVANIZED STEEL STUDS, JOISTS AND ACCESSORIES SHALL BE TOUCHED UP WITH A ZINC-RICH PAINT.5. SELF-DRILLING/SELF-TAPPING SHEET METAL SCREWS (SMS) SHALL BE HILTI SELF-DRILLING SCREWS MANUFACTURED BY HILTI, INC. (ICC-ESR-2196), OR APPROVED EQUAL. SMS SHALL BE #10 MINIMUM AND SHALL PROTRUDE THROUGH THE ATTACHED MEMBERS THREE FULL THREADS, (1/4" MIMIMUM), BEYOND THE BACKSIDE OF THE ATTACHED MEMBERS . SPACING AND EDGE DISTANCE NOT LESS THAN 3 x d (d = NOMINAL SCREW DIAMETER).6. PENETRATION OF SCREWS THROUGH JOINED MATERIALS SHALL NOT BE LESS THAN 3 EXPOSED THREADS. SCREWS SHALL BE INSTALLED AND TIGHTENED IN ACCORDANCE WITH SCREW MANUFACTURER'S RECOMMENDATIONS.7. SHEET METAL WELDING SHALL BE PERFORMED IN ACCORDANCE WITH AWS D1.3. ELECTRODES SHALL CONFORM TO AWS A5.1 OR A5.5 AND TABLE 5.2 OF AWS D1.3.STUD AND JOIST PROPERTIES SHALL BE AS FOLLOWS:GAUGE YIELD STRESS SIZE DESCRIPTION Sxe (IN.3) Ixe (IN.4)18 33 KSI3 5/8 362S162-43 0.372 0.7104 400S162-43 0.417 0.8926 600S162-43 0.767 2.3168 800S162-43 1.019 4.50016 50 KSI3 5/8 362S200-54 0.553 1.0304 400S200-54 0.549 1.2926 600S200-54 1.015 3.3198 800S200-54 1.499 6.57310 1000S200-54 1.705 10.76912 1200S200-54 2.073 16.33414 50 KSI4 400S200-68 0.751 1.5896 600S200-68 1.317 4.10112 50 KSI6 600S200-97 1.871 5.6128 800S200-97 2.801 11.20310 1000S200-97 3.741 19.33612 1200S200-97 4.660 30.175TRACK PROPERTIES SHALL BE AS FOLLOWS:GAUGE YIELD STRESS SIZE DESCRIPTION Sxe (IN.3) Ixe (IN.4)18 33 KSI3 5/8 362T200-43 0.270 0.6494 400T200-43 0.311 0.8116 600T200-43 0.565 2.0768 800T200-43 0.676 4.04316 50 KSI3 5/8 362T200-54 0.345 0.8324 400T200-54 0.397 1.0376 600T200-54 0.717 2.6418 800T200-54 0.871 5.14914 50 KSI4 400T200-68 0.549 1.4126 600T200-68 0.973 3.54012 50 KSI6 600T200-97 1.568 5.5588 800T200-97 2.347 10.833AUTOMATIC END WELDED STUDS1. MATERIAL:A. AUTOMATIC END WELDED STUDS SHALL BE NELSON GRANULAR FLUX FILLED SHEAR CONNECTOR OR ANCHOR STUDS (ICC ESR-2856), OR APPROVED EQUAL.B. STUDS SHALL BE MANUFACTURED OF C-1015 COLD ROLLED STEEL WHICH CONFORMS TO A.S.T.M. SPECIFICATION A-108.2. INSTALLATION:A. THE STUDS SHALL BE AUTOMATICALLY END WELDED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS IN SUCH A MANNER AS TO PROVIDE COMPLETE FUSION BETWEEN THE END OF THE STUD AND THE PLATE. THERE SHOULD BE NO POROSITY OR EVIDENCE OF LACK OF FUSION BETWEEN THE WELDED END OF THE STUD AND THE PLATE. THE STUD SHALL DECREASE IN LENGTH DURING WELDING APPROXIMATELY 1/8" FOR 5/8" AND UNDER, AND 3/16" FOR OVER 5/8" DIAMETER. WELDING SHALL BE DONE ONLY BY QUALIFIED WELDERS APPROVED BY THE WELDING INSPECTOR.3. INSPECTION AND TESTS:A. INSPECTION, IN ACCORDANCE WITH CBC 2019, SECTION 1705A.2.5 OF ALL THE SHOP AND FIELD WELDING OPERATIONS FOR THE AUTOMATIC END WELDED STUDS SHALL BE MADE BY A QUALIFIED WELDING INSPECTOR. THE TYPE AND CAPACITY OF THE WELDING EQUIPMENT SHALL BE IN ACCORDANCE WELDING INSPECTOR.B. AT THE BEGINNING OF EACH DAY'S WORK, A MINIMUM OF TWO TEST STUD WELDS SHALL BE MADE WITH THE EQUIPMENT TO BE USED TO METAL WHICH IS THE SAME AS THE ACTUAL WORK PIECE. THE TEST STUDS SHALL BE SUBJECTED TO A 90° BEND TEST BY STRIKING THEM WITH A HEAVY HAMMER. AFTER THE ABOVE TEST, THE WELD SECTION SHALL NOT EXHIBIT ANY TEARING OR CRACKING.C. TESTING OF END-WELDED STUDS SHALL BE IN ACCORDANCE WITH CBC 2019 SECTION 2213A.2 PART 2, TITLE 24.NON-SHRINK GROUT1. NON-SHRINK GROUT SHALL BE SIKA SIKAGROUT 212, OR APPROVED EQUAL.2. SURFACE PREPARATION SHALL FOLLOW MANUFACTURER'S SPECIFICATIONS. PROPER SURFACE CLEANING AND MOIST CURING ARE ESSENTIAL.3. FOR POURABLE GROUT, CONSTRUCT FORMS TO RETAIN GROUT WITHOUT LEAKAGE. FORMS SHALL BE LINED OR COATED WITH BOND-BREAKER FOR EASY REMOVAL.4. NON-SHRINK GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 7,000 PSI AT 28 DAYS.5. GROUT SHALL BE NON-SHRINK GROUT UNLESS OTHERWISE NOTED. 6. REPAIR OF UNUSED CORED OR DRILLED HOLES MAY BE FILLED WITH NON-SHRINK GROUT AT CONCRETE WITH PRIOR APPROVAL OF SEOR. FINISH SURFACE TO MATCH THE ADJACENT CONDITION.STRUCTURAL OBSERVATION1. THE OWNER SHALL EMPLOY THE ENGINEER OF RECORD REGISTERED/LICENSED IN THE STATE OF CALIFORNIA WHO IS RESPONSIBLE FOR THE STRUCTURAL DESIGN, TO DO STRUCTURAL OBSERVATION.2. THE STRUCTURAL OBSERVATION IS REQUIRED FOR THE STRUCTURAL SYSTEM IN ACCORDANCE WITH CBC 2019, SECTION 1704. STRUCTURAL OBSERVATION IS THE VISUAL OBSERVATION OF THE ELEMENTS AND CONNECTIONS OF THE STRUCTURAL SYSTEM AT SIGNIFICANT CONSTRUCTION STAGES AND THE COMPLETE STRUCTURE FOR GENERAL CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS. STRUCTURAL OBSERVATION DOES NOT WAIVE THE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED OF THE PROJECT INSPECTOR, DEPUTY INSPECTOR, SPECIAL INSPECTOR OR CITY INSPECTOR.3. STRUCTURAL OBSERVER OF RECORD : RAMI ELHASSAN, 39304. THE STRUCTURAL OBSERVER SHALL PERFORM SITE VISITS AT THOSE STEPS IN THE PROGRESS OF THE CONSTRUCTION THAT ALLOW FOR CORRECTION OF DEFICIENCIES WITHOUT SUBSTANTIAL EFFORT OR UNCOVERING OF THE WORK INVOLVED. AT A MINIMUM, THE FOLLOWING SIGNIFICANT CONSTRUCTION STAGES REQUIRE A SITE VISIT AND AN OBSERVATION REPORT FROM THE STRUCTURAL OBSERVER.CONSTRUCTION STAGE ELEMENTS / CONNECTIONS TO BE OBSERVED.5. STRUCTURAL OBSERVATION: ALL STRUCTURAL OBSERVATIONS SHALL BE DOCUMENTED, AND SHALL BE STAMPED AND SIGNED BY THE STRUCTURAL OBSERVER OF RECORD.6. OBSERVED DEFICIENCIES: ANY OBSERVED DEFICIENCIES SHALL BE DESCRIBED ON THE FORM; THE OBSERVER SHALL ALSO INDICATE WHETHER A RE-OBSERVATION IS REQUIRED TO VERIFY CORRECTIVE ACTIONS HAVE BEEN PROPERLY TAKEN OR THAT THE CORRECTIVE ACTIONS ARE DEEMED VERIFIABLE BY THE SPECIAL INSPECTOR OR CITY INSPECTOR PRIOR TO INSPECTION APPROVAL.MASONRY1. MASONRY (ASSEMBLY OF MASONRY UNITS, MORTAR, AND GROUT) SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 1,500 PSI. SPECIAL INSPECTION IS REQUIRED UNLESS OTHERWISE NOTED AND SHALL BE COMMON BOND CONSTRUCTION. COMPLY WITH ACI 530.2. MASONRY UNITS SHALL BE GRADE N-1 MEDIUM WEIGHT UNIT CONFORMING TO ASTM C90 AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 1,900 PSI. USE DOUBLE OPEN END, BOND BEAM UNITS UNLESS OTHERWISE NOTED.3. MORTAR SHALL BE TYPE S CEMENT LIME MORTAR WITH A MINIMUM COMPRESSIVE STRENGTH OF 1,800 PSI.4. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI.5. AGGREGATES SHALL CONFORM TO ASTM C144 FOR MORTAR AND ASTM C404 FOR GROUT. 6. GROUT ALL CELLS SOLID. GROUT SHALL BE CONSOLIDATED BY MECHANICAL VIBRATION DURING PLACEMENT BEFORE LOSS OF PLASTICITY IN A MANNER TO FILL THE GROUT SPACE. 7. THE SPACE BETWEEN MASONRY UNIT SURFACES AND REINFORCING STEEL SHALL BE A MINIMUM OF ONE BAR DIAMETER OF REINFORCEMENT.8. NO PIPES OR DUCTS SHALL BE PLACED IN MASONRY WALLS UNLESS SPECIFICALLY NOTED OR DETAILED IN THE STRUCTURAL DRAWINGS.9. ELECTRICAL CONDUIT MAY BE ROUTED IN CMU WALLS AS FOLLOWS:A. MAXIMUM SIZE AND QUANTITY OF CONDUIT PER CELL (EXCEPT AT JUNCTION BOXES) SHALL BE ONE -1" DIAMETER OR 2 - 3/4" DIAMETER (BUNDLED TOGETHER).B. CONDUIT SHALL NOT BE PLACED IN A MASONRY CELL CONTAINING REINFORCING.C. CONDUIT/PIPE/SLEEVES SHALL NOT BE PLACED IN THE PILASTER OR COLUMNS.D. CONDUIT SHALL BE PLACED AT THE CENTERLINE OF THE WALL.E. CONDUIT, PIPE, AND SLEEVES IN MASONRY SHALL BE NO CLOSER THAN 3 DIAMETERS ON CENTER.10. ALL STRUCTURAL MASONRY WORK SHALL BE CONTINUOUSLY INSPECTED DURING LAYING AND GROUTING BY SPECIAL INSPECTOR SPECIFICALLY APPROVED BY THE ENFORCEMENT AGENCY FOR THAT PURPOSE.11. MAXIMUM HEIGHT OF POUR IN ONE DAY = 12'-0".12. SHOP DRAWINGS FOR REINFORCING STEEL SHALL INCLUDE PLACEMENT PLANS AND SECTIONS REFERENCED TO THE BAR LISTS. THE PLANS AND SECTIONS SHALL BE ADEQUATE TO DEFINE ALL BAR LOCATIONS. DO NOT REPRODUCE THE CONTRACT DRAWINGS.REINFORCING STEEL1. ALL CONCRETE SHALL BE REINFORCED. REINFORCING STEEL SHALL BE NEW DEFORMED STEEL BARS CONFORMING TO ASTM A615, GRADE 60 UNLESS OTHERWISE NOTED.2. REINFORCING STEEL SHALL BE ACCURATELY PLACED AND FIRMLY SUPPORTED DURING CONCRETE POUR.3. COMPLETE REINFORCING STEEL PLACEMENT DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH ACI 315 BY THE CONTRACTOR AND REVIEWED BY THE ENGINEER AND SHALL BE AVAILABLE ON THE JOB SITE PRIOR TO THE PLACING OF CONCRETE.4. ANCHOR BOLTS, DOWELS AND OTHER EMBEDDED ITEMS SHALL BE SECURELY TIED IN PLACE BEFORE CONCRETE IS PLACED.5. ALL REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM A706, GRADE 60. DEFORMATIONS SHALL BE IN ACCORDANCE WITH ASTM A615. 6. ALL WELDING OF REINFORCING STEEL SHALL CONFORM TO AWS D1.4 AND SHALL BE PERFORMED BY CERTIFIED WELDERS USING AWS A5.5 E90XX (TABLE 5.1 AWS D1.4) LOW HYDROGEN MOISTURE RESISTING ELECTRODES UNLESS OTHERWISE NOTED.7. NO HEATING SHALL BE ALLOWED FOR BENDING OF REINFORCING STEEL UNLESS APPROVED BY THE ENGINEER.8. ALL MECHANICAL SPLICES SHALL BE APPROVED BY THE ENGINEER AND INSPECTED DURING CONSTRUCTION AND SHALL HAVE AN ICC-ES/IAPMO NUMBER.9. ALL REINFORCING STEEL INTERRUPTED BY STRUCTURAL STEEL SHALL TERMINATE WITHIN 1" OF STEEL SURFACE WITH A 90° STANDARD HOOK UNLESS OTHERWISE NOTED.10. ALL REINFORCING STEEL BENDS SHALL BE MADE COLD. RE-BENDING OR PREVIOUSLY BENT REINFORCING IS NOT PERMITTED.POST-INSTALLED ANCHORAGE INTO MASONRY1. POST-INSTALLED MECHANICAL ANCHORS INTO MASONRY SHALL BE SIMPSON WEDGE-ALL (ICC-ESR-1396), HILTI KWIK-BOLT 3 (ICC ESR-1385), OR EQUAL. INSTALL ANCHORS IN CONFORMANCE WITH THE ICC REPORT AND MANUFACTURER'S SPECIFICATIONS. COMPLY WITH ACI 530 AND CBC.2. ALL HOLES SHALL BE DRILLED PER MANUFACTURER'S RECOMMENDATIONS. CORE DRILLED HOLES ARE NOT PERMITTED.3. CONTRACTOR SHALL DETERMINE LOCATION OF EXISTING REINFORCING STEEL PRIOR TO DRILLING FOR ANCHORS, AND DRILL THE ANCHOR HOLES TO CLEAR THE REINFORCING STEEL PER THESE NOTES. NO REINFORCING STEEL SHALL BE NICKED, CUT OR DAMAGED IN ANY WAY. DAMAGED REINFORCING WILL BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST. IF THE LOCATION OF ANCHORS MUST BE MOVED SLIGHTLY TO ACCOMMODATE THE LOCATION OF EXISTING REINFORCING STEEL, THE CONTRACTOR SHALL PREPARED A SLIGHTLY MODIFIED DESIGN OF THE ITEM TO BE ANCHORED AND SUBMIT TO THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION. THE MODIFIED DESIGN SUGGESTED BY THE CONTRACTOR SHALL INVOLVE THE ABSOLUTE MINIMUM RELOCATION OF ANCHORS TO MEET THE DETAILS AND REQUIREMENTS HEREIN, AND SHALL BE BASED ON A TEMPLATE BY THE CONTRACTOR WHICH ACCURATELY PORTRAYS THE POSITION OF THE ANCHORS.4. MAINTAIN A MINIMUM CLEARANCE OF 1-INCH BETWEEN THE REINFORCEMENT AND THE POST-INSTALLED ANCHOR.5. ANCHORS SHALL BE INSTALLED A MINIMUM OF 1-3/8 INCH FROM ANY VERTICAL MORTAR JOINT.6. ANCHOR LOCATIONS ARE LIMITED TO ONE PER MASONRY CELL, WITH A MINIMUM SPACING OF 8 INCHES ON CENTER.7. EMBEDMENT SHALL BE MEASURED FROM THE OUTSIDE FACE OF THE CONCRETE MASONRY UNIT.8. STAINLESS STEEL ANCHORS SHALL BE PROVIDED FOR EXTERIOR EXPOSURES.9. CONTINUOUS SPECIAL INSPECTION IS REQUIRED.TEST LOADS, EXPANSION BOLTS INTO MASONRY* ANCHORS MUST ATTAIN SPECIFIED TORQUE WITHIN ONE-HALF TURN OF THE NUT. 10. TEST POST-INSTALLAED ANCHORS IN MASONRY USING THE REQUIREMENTS FOR TEST LOADS, FREQUENCY, ACCEPTANCE CRITERIA AND PROCEDURE SET FORTH IN CBC 1910A.5. TEST LOADS SHALL BE IN ACCORDANCE WITH 1910A.5.4, METHOD 2 FOR ANCHORS OTHER THAN MECHANICAL ANCHORS WHICH ARE COVERED IN THE ABOVE TABLE.11. POST-INSTALLED ADHESIVE ANCHORS SHALL USE HILTI HIT HY 70 PER ICC ESR-2682 FOR ROD DIAMETERS LESS THAN 3/4".1/4"3/8"1/2"5/8"3/4"1.125"2"1.625"2.5"2.25"3.5"2.75"4"3.25"4.375"4"12"4"12"4"12"4"12"4"12"4"12"4"12"4"12"4"12"4"12"242 LB242 LB864 LB864 LB514 LB546 LB1252 LB1252 LB1004 LB1066 LB1448 LB1448 LB1302 LB1384 LB1998 LB2070 LB1658 LB1658 LB2632 LB2632 LB4 FT-LB15 FT-LB20 FT-LB65 FT-LB120 FT-LBANCHORDIAMETER(INCH)MIN. EMBED"A" (INCH)MIN. EDGEDISTANCE "B"(INCH)TEST - MIN.TENSIONLOAD (LBS)TEST -MIN. TORQUE(FT-LBS) *EXPANSION BOLTS IN CRACKED AND UNCRACKED CONCRETEADHESIVE ANCHOR SYSTEM FOR THREADED ROD OR REBAR IN CONCRETEACCEPTABLE PRODUCTSHILTI - KWIK BOLT TZSIMPSON - STRONG-BOLT 2BOLT DIAMETERINSTALLATION TORQUE (FT-LB)3/8"2 1/2"301/2"605/8"903/4"1504 1/2"5"ACCEPTABLE PRODUCTSICC-ES EVALUATION REPORTHILTI HIT - RE-500 V3THREAD RODDIAMETERMINIMUM EMBEDMENTDEPTH (U.N.O.)TESTING FORCE3/8" DIA3 1/2"3,400 LB1/2" DIA5,600 LB5/8" DIA9,300 LB3/4" DIA13,450 LB6"8"10"#3#4#5#6AN EQUIVALENT PRODUCT ACCEPTABLE TO ENGINEERAN EQUIVALENT PRODUCT ACCEPTABLE TO ENGINEER REBAR SIZEICC-ES EVALUATION REPORTESR-1917ESR-3037ESR-3814HILTI KWIK BOLT TZBOLT DIAMETEREFFECTIVE MIN. DEPTH(U.N.O.)INSTALLATION TORQUE (FT-LB)3/8"2"251/2"405/8"603/4"1104"4 3/4"SIMPSON STRONG-TIE STRONG-BOLT 23 1/4"3 3/8"EFFECTIVE MIN. DEPTH(U.N.O.)CONCRETE ANCHORING SYSTEM FOR RODS AND REBARS1. ACCEPTANCE CRITERIA FOR POST INSTALLED ANCHORS SHALL BE BASED ON ICC-ESR OR MANUFACTURER'S WRITTEN INSTRUCTION. FIELD TEST SHALL SATISFY THE MINIMUM REQUIREMENTS PER CBC 2019, SECTION 1910A.5.5.2. THE CONTRACTOR SHALL FOLLOW THE ICC-ES REPORT FOR ROD AND REBAR INSTALLATION AT EXISTING CONCRETE.3. HOLES SHALL BE DRILLED ACCORDING TO THE ANCHORING SYSTEM'S REFERENCED ICC-ES REPORT. MEASURES SHALL BE TAKEN TO AVOID DAMAGING EXISTING REINFORCING DURING ANCHOR INSTALLATION. TRIAL HOLES ± 1/2" APART MAY BE REQUIRED WHEN EXISTING REINFORCEMENT IS ENCOUNTERED. UNUSED HOLES SHALL BE FILLED WITH NON-SHRINK GROUT.4. DRILLED HOLE SHALL BE CLEANED WITH A BRUSH AND OIL FREE COMPRESSED AIR.5. WHILE ATTACHING STEEL MEMBERS TO THE CONCRETE USING ANCHORS, INSTALL ANCHORS BEFORE DRILLING THE HOLES AT ATTACHED STEEL MEMBERS. THE HOLES AT STEEL MEMBERS SHALL MATCH THE LOCATION OF INSTALLED ANCHORS. 6. WHILE ANCHORING STEEL MEMBERS AGAINST CONCRETE, PROVIDE LOCK-WASHER AND NUT AT EACH ANCHOR ROD.7. THE EMBEDMENT OF POST-INSTALLED ANCHORS SPECIFIED IN THE INDIVIDUAL DRAWING DETAILS SHALL GOVERN OVER THE MINIMUM EMBEDMENTS SHOWN IN THE TABLES BELOW. WHERE THE INDIVIDUAL DRAWING DETAIL SPECIFIES A CERTAIN PRODUCT AND THE CONTRACTOR WISHES TO USE AN ACCEPTABLE ALTERNATTIVE PRODUCT, THE EMBEDMENT DEPTH FOR THAT ALTERNATIVE PRODUCT SHALL BE INCREASED AS REQUIRED BEYOND SHOWN FOR THE SPECIFIED PRODUCT IN ORDER TO ACHIEVE THE SAME CAPACITIES IN SHEAR AND TENSION AS PUBLISHED IN THE ICC-ESR REPORT FOR THE PRODUCT AND EMBEDMENT DEPTH SPECIFIED IN THE DETAIL. IF EMBEDMENT DEPTH OF THE SPECIFIED PRODUCT MUST BE INCREASED TO MATCH THE CAPACITIES OF THE PRODUCT SPECIFIED IN THE DETAIL, THE LIMITATION ON CONCRETE THICKNESS SPECIFIED IN THE ICC-ESR REPORT FOR THE ALTERNATIVE PRODUCT MAY NOT BE VIOLATED. THE EMBEDMENT DEPTH FOR THE ALTERNATIVE PRODUCT MAY NOT BE LESSENED BELOW THE VALUE SHOWN IN THE DETAIL.8. BOLTS AND ANCHORS EXPOSED TO WEATHER SHALL BE STAINLESS STEEL.CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:12" = 1'-0"S002GENERAL NOTESCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20DATE SIGNED:NASNGI ALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020RE-SUBMITTAL - CYCLE 0211.25.20 STRUCTURAL OBSERVATION PROGRAM1.STRUCTURAL OBSERVATION IS REQUIRED FOR THE STRUCTURAL SYSTEM IN ACCORDANCE WITH THE CBC 2019, SECTION1704.6. STRUCTURAL OBSERVATION IS THE VISUAL OBSERVATION AT THE CONSTRUCTION SITE OF THE ELEMENTS ANDCONNECTIONS OF THE STRUCTURAL SYSTEM AT SIGNIFICANT CONSTRUCTION STAGES, AND THE COMPLETE STRUCTURE FORGENERAL CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS. STRUCTURAL OBSERVATION DOES NOT INCLUDE ORWAIVE THE RESPONSIBILITY FOR THE INSPECTIONS IN SECTION 110 OR THE SPECIAL INSPECTIONS IN 1705 OR OTHER SECTIONSOF THIS CODE.2.THE OWNER SHALL EMPLOY A STATE OF CALIFORNIA REGISTERED CIVIL OR STRUCTURAL ENGINEER OR LICENSED ARCHITECTTO PERFORM THE STRUCTURAL OBSERVATION. THE COUNTY OF ORANGE DEPARTMENT OF BUILDING AND SAFETY REQUIRES THEUSE OF THE ENGINEER OR ARCHITECT, OR HIS/HER DESIGNEE RESPONSIBLE FOR THE STRUCTURAL DESIGN WHO AREINDEPENDENT OF THE CONTRACTOR.NAME OF SE: RAMI M. ELHASSAN3. THE STRUCTURAL OBSERVER SHALL PROVIDE EVIDENCE OF EMPLOYMENT BY THE OWNER OR THE OWNER'S REPRESENTATIVE.A LETTER FROM THE OWNER, THE OWNER'S REPRESENTATIVE, OR A COPY OF THE AGREEMENT FOR SERVICES SHALL BE SENTTO THE BUILDING INSPECTOR BEFORE THE FIRST SITE VISIT.4. THE OWNER OR OWNER'S REPRESENTATIVE SHALL COORDINATE AND CALL FOR A MEETING BETWEEN THE ENGINEER ORARCHITECT RESPONSIBLE FOR THE STRUCTURAL DESIGN, STRUCTURAL OBSERVER, CONTRACTOR, AFFECTEDSUBCONTRACTORS AND DEPUTY INSPECTORS. THE PURPOSE OF THE MEETING SHALL BE TO IDENTIFY THE MAJOR STRUCTURALELEMENTS AND CONNECTIONS THAT AFFECT THE VERTICAL AND LATERAL LOAD SYSTEMS OF THE STRUCTURE AND TO REVIEWSCHEDULING OF THE REQUIRED OBSERVATIONS. A RECORD OF THE MEETING SHALL BE INCLUDED IN THE FIRST OBSERVATIONREPORT SUBMITTED TO THE BUILDING INSPECTOR.5. THE STRUCTURAL OBSERVER SHALL PERFORM SITE VISITS AT THOSE STEPS IN THE PROGRESS OF THE WORK THAT ALLOWFOR CORRECTION OF DEFICIENCIES WITHOUT SUBSTANTIAL EFFORT OR UNCOVERING OF THE WORK INVOLVED. AT A MINIMUM,THE LISTED SIGNIFICANT CONSTRUCTION STAGES ON THE "STRUCTURAL OBSERVATION/SIGNIFICANT CONSTRUCTION STAGES"FORM REQUIRE A SITE VISIT AND AN OBSERVATION REPORT FROM THE STRUCTURAL OBSERVER.6. THE STRUCTURAL OBSERVER SHALL PREPARE A REPORT OF THE "STRUCTURAL OBSERVATION REPORT FORM" FOR EACHSIGNIFICANT STAGE OF CONSTRUCTION OBSERVED. THE ORIGINAL OF THE STRUCTURAL OBSERVATION REPORT SHALL BE SENTTO THE BUILDING INSPECTOR'S OFFICE AND SHALL BE SIGNED AND SEALED (WET STAMP) BY THE RESPONSIBLE STRUCTURALOBSERVER OF RECORD. ONE COPY OF THE OBSERVATION REPORT SHALL BE ATTACHED TO THE APPROVED PLANS. THE COPYATTACHED TO THE PLANS SHALL BE SIGNED AND SEALED (WET STAMP) BY THE RESPONSIBLE STRUCTURAL OBSERVER OR THEIRDESIGNEE. COPIES OF THE REPORT SHALL ALSO BE GIVEN TO THE OWNER, CONTRACTOR, AND DEPUTY INSPECTOR. ANYDEFICIENCY NOTED ON THE OBSERVATION REPORT WILL BECOME THE RESPONSIBILITY OF THE STRUCTURAL ENGINEER ORARCHITECT OF RECORD TO VERIFY ITS COMPLETION BY THE STRUCTURAL OBSERVER.CONSTRUCTION STAGE ELEMENTS / CONNECTIONS TO BE OBSERVED:A. FOUNDATION: DEPTH AND WIDTH OF FOOTING, REINFORCING PLACEMENT, SIZE AND GRADE OF REINFORCING STEEL.B. DIAPHRAGMS: STEEL DECK: DECK PROFILE & GAUGE, DECK WELDING, DECK SIDE LAP CONNECTION.C. STEEL MOMENT FRAMES: WELDED HAUNCH AND WELDED FLANGE PLATE MOMENT CONNECTIONS, BASE PLATECONNECTIONS, LATERAL BRACING OF MOMENT FRAME BEAMS & DRAG CONNECTIONS.D. STEEL CANTILEVER COLUMN FRAMES: BASE PLATE CONNECTIONS.E. MASONRY WALLS: WALL REINFORCING, SIZE AND GRADE OF REINFORCING STEEL, LEDGER BOLTS AND EMBEDS PRIOR TOGROUTING WALLS.7. A FINAL OBSERVATION REPORT MUST BE SUBMITTED WHICH SHOWS THAT ALL OBSERVED DEFICIENCIES WERE RESOLVED ANDSTRUCTURAL SYSTEM GENERALLY CONFORMS WITH THE APPROVED PLANS AND SPECIFICATIONS. THE CITY OF CARLSBADDEPARTMENT OF BUILDING AND SAFETY WILL NOT ACCEPT THE STRUCTURAL WORK WITHOUT THE FINAL OBSERVATION REPORTAND THE CORRECTION OF SPECIFIC DEFICIENCIES NOTED DURING NORMAL BUILDING INSPECTION.8. THE STRUCTURAL OBSERVER OF RECORD SHALL PROVIDE THE ORIGINAL STAMPED AND SIGNED "STRUCTURAL OBSERVATIONREPORT FORM" TO THE CITY OF CARLSBAD DEPARTMENT OF BUILDING AND SAFETY BUILDING INSPECTOR.9. THE ENGINEER OR ARCHITECT OF RECORD SHALL DEVELOP ALL CHANGES RELATING TO THE STRUCTURAL SYSTEMS. THEBUILDING DEPARTMENT SHALL REVIEW AND APPROVE ALL CHANGES TO THE APPROVED PLANS AND APPROVE ALL CHANGES TOTHE APPROVED PLANS AND SPECIFICATIONS.10. AT THE CONCLUSION OF THE WORK INCLUDED IN THE PERMIT, THE STRUCTURAL OBSERVER OF RECORD SHALL SUBMIT TO THEBUILDING OFFICIAL A WRITTEN STATEMENT THAT THE SITE VISITS HAVE BEEN MADE AND IDENTIFY ANY REPORTED DEFICIENCIESTHAT, TO THE BEST OF THE STRUCTURAL OBSERVER'S KNOWLEDGE HAVE NOT BEEN RESOLVED.1. COMPLETE AND PARTIAL JOINT PENETRATION GROOVE WELDS5. INSPECTION OF WELDING:a.STRUCTURAL STEEL AND COLD-FORMED STEEL DECK:X--XAWS D1.3,SDI QA/QC1705A.2.1,1750A.2.5b.REINFORCING STEEL:1.VERIFICATION OF WELDABILITY OF REINFORCING STEEL OTHERTHAN ASTM A706.-XX2. REINFORCING STEEL RESISTING FLEXURAL AND AXIAL FORCEINTERMEDIATE AND SPECIAL MOMENT FRAMES , AND BOUNDARYELEMENTS OF SPECIAL STRUCTURAL WALLS OF CONCRETE ANDSHEAR REINFORCEMENT.-X4. OTHER REINFORCING STEEL.6. INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE:AWS D1.4,ACI 318:18.2.8,25.5.7.4,26.6.4.1a. DETAILS SUCH AS BRACING AND STIFFENING.-Xb. MEMBER LOCATIONS.c.APPLICATION OF JOINT DETAILS AT EACH CONNECTION.1705A.2.1VERIFICATION AND INSPECTIONCONTINUOUSSPECIALINSPECTIONPERIODICSPECIALINSPECTIONREFERENCESTANDARDaCBCREFERENCEa1. MATERIAL VERIFICATION OF HIGH-STRENGTH BOLTS, NUTS AND WASHERS:a. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDSSPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS.2. INSPECTI0N OF HIGH-STRENGTH BOLTING:-Xb. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED.a.SNUG-TIGHT JOINTS.b. PRETENSIONED AND SLIP-CRITICAL JOINTS USING TURN-OF-NUTWITH MATCHMARKING, TWIST-OFF BOLT OR DIRECT TENSIONINDICATOR METHODS OF INSTALLATION.3. MATERIAL IDENTIFICATION AND TESTING OF STRUCTURAL STEEL AND COLD-FORMED STEEL DECK:a. FOR STRUCTURAL STEEL, IDENTIFICATION MARKINGS TO CONFORMTO AISC 360.b. FOR OTHER STEEL, IDENTIFICATION MARKINGS TO CONFORM TOASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTIONDOCUMENTS.4. MATERIAL IDENTIFICATION OF WELDING CONSUMABLES AND TESTING OF WELDED ELEMENTS:-----RCSC: 1.5,AISC 360: A3.3, J3.1 &APPLICABLE ASTMMATERIAL STANDARDS2202A.1AISC 360: A3.1APPLICABLE ASTMMATERIAL STANDARDSc.MANUFACTURER'S CERTIFIED TEST REPORTS.-a. IDENTIFICATION MARKINGS TO CONFORM TO AWS SPECIFICATION INTHE APPROVED CONSTRUCTION DOCUMENTS.-AISC 360: A3.5 & N3.2AND APPLICABLE AWSA5 DOCUMENTSb. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED.-CBC 2019 TABLE 1705A.2.1: REQUIRED SPECIAL INSPECTION AND TEST OF STEEL CONSTRUCTION3. SINGLE-PASS FILLET WELDS >5/16"2. MULTIPASS FILLET WELDS.4. PLUG AND SLOT WELDSCBC 2019TABLE 1705.6: SPECIAL INSPECTIONS AND TESTS OF SOILSVERIFY MATERIAL BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TOACHIEVE THE DESIGN BEARING CAPACITY.VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVEREACHED PROPER MATERIAL.PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILLMATERIALS.PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE SUBGRADE ANDVERIFY THAT SITE HAS BEEN PREPARED PROPERLY.VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSESDURING PLACEMENT AND COMPACTION OF COMPACTED FILL.CONTINUOUSSPECIAL INSPECTIONX-PERIODICALLYSPECIAL INSPECTIONXXXX----X6. FLOOR AND ROOF DECK WELDS.5. SINGLE-PASS FILLET WELDS<5/16"-3. SHEAR REINFORCEMENT-X-XVERIFICATION AND INSPECTION TASKXXXXXXXXCBC 2019 TABLE 1705.3: REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION1.INSPECT REINFORCEMENT INCLUDING PRESTRESSING TENDONS, ANDVERIFY PLACEMENT.2.REINFORCING BAR WELDING:a. VERIFY WELDABILITY OF REINFORCING BARS OTHER THAN ASTMA706.b. INSPECT SINGLE-PASS FILLET WELDS, MAXIMUM5/16" ; ANDc.INSPECT ALL OTHER WELDS.4. INSPECT ANCHORS POST-INSTALLED IN HARDENED CONCRETEMEMBERS.a. ADHESIVE ANCHORS INSTALLED IN HORIZONTAL OR UPWARDLYINCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS.b. MECHANICAL ANCHORS AND ADHESIVE NOT DEFINED IN 4.a.ACI 318 Ch. 20,25.2, 25.3,26.6.1-26.6.36. PRIOR TO CONCRETE PLACEMENT,FABRICATE SPECIMENS FORSTRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, ANDDETERMINE THE TEMPERATURE OF THE CONCRETE.7. INSPECT CONCRETE FOR PROPER APPLICATION TECHNIQUES.8. VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE ANDTECHNIQUES.-X-X-X-XXXAWS D1.4,ACI 318: 26.6.4ACI 318: 17.8.21908.4--1904.1, 1904.2,1908.2, 1908.3ACI 318: Ch. 19,26.4.3., 26.4.4ASTM C172,ASTM C 31ACI 318: 26.5,26.12ACI 318:26. 5ACI 318:26.5.3-26.5.51908.101908.6, 1908.7,1908.8TYPECONTINUOUSSPECIALINSPECTIONPERIODICSPECIALINSPECTIONREFERENCESTANDARDaIBCREFERENCE10. INSPECT ERECTION OF PRECAST CONCRETE MEMBERS.XX--ACI 318: 26.10-1908.93. INSPECT ANCHORS CAST IN CONCRETE.9. INSPECT PRESTRESSED CONCRETE FOR:a. APPLICATION OF PRESTRESSING FORCES, ANDb. GROUTING OF BONDED PRESTRESSING TENDONDS.X--XX-X-5.VERIFY USE OF REQUIRED DESIGN MIX.ACI 318: Ch. 26.9X--XACI 318: 17.8.2ACI 318: 17.8.2.412. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THECONCRETE MEMBER BEING FORMED.11. VERIFY IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING TENDONSIN POST-TENSIONED CONCRETE AND PRIOR TO REMOVAL OF SHORESAND FORMS FROM BEAMS AND STRUCTURAL SLABS.a. WHERE APPLICABLE, SEE ALSO CBC SECTION 1705.12, SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE.b. SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION SHALL BE INCLUDED IN THE RESEARCH REPORT FOR THE ANCHOR ISSUED BY AN APPROVED SOURCE IN ACCORDANCE WITH 17.8.2. IN ACI318 OR OTHER QUALIFICATIONS PROCEDURES. WHERE SPECIFIC REQUIREMENTS ARE NOT PROVIDED, SPECIAL INSPECTION REQUIREMENTS SHALL BE SPECIFIED BY THE REGISTERED DESIGN PROFESSIONAL AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO THE COMMENCEMENT OF THE WORK.c. INSTALLATION OF ALL ADHESIVE ANCHORS IN HORIZONTAL AND UPWARDLY INCLINED POSITION SHALL BE PERFORMED BY AN ACI/CRSI CERTIFIEDADHESIVE ANCHOR INSTALLER, EXCEPT WHERE THE FACTORED DESIGN TENSION ON THE ANCHORS IS LESS THAN 100 POUNDS AND THOSE ANCHORS ARE CLEARLY NOTED ON THE APPROVED CONSTRUCTION DOCUMENTS OR WHERE THE ANCHORS ARE SHEAR DOWELS ACROSS COLD JOINTS IN SLAB ON GRADE WHERE THE SLAB IS NOT A PART OF THE LATERAL FORCE-RESISTING SYSTEM.X--ACI 318: 26.11.2ACI 318:26.11.1.2 (b)XRCSC: 1.5, & 2.1;AISC 360: A3.3 & N3.2-c.TESTING OF HIGH-STRENGTH BOLTS, NUTS AND WASHERS.--RCSC: 7.2, APPLICABLEASTM MATERIALSTANDARDS2213A.1c.PRETENSIONED AND SLIP-CRITICAL JOINTS USING TURN-OF-NUTWITHOUT MATCHMARKING OR CALIBRATED WRENCH METHODS OFOF INSTALLATION.RCSC: 7-9,AISC 360: J3.1, J3.2,M2.5, & N5.61705A.2.6,2204A.2X-2202A.12202A.12202A.1AISC 360: A3.1 & N3.2d. TESTING OF UNIDENTIFIED STEEL.--2202A.1APPLICABLE ASTMMATERIAL STANDARDSc.NONDESTRUCTIVE TESTING OF WELDED JOINTS.--AISC 360: N3.2AISC 360: N5.5--XX---AISC 360:J2, M2.4 & M4.5AWS D1.1AWS D1.81705A.2.1,1750A.2.2,1750A.2.5-X7. END-WELDED STUDS.AWS D1.11705A.2.5,2213A.2-X8. WELDED SHEET STEEL FOR COLD-FORMED FRAMING MEMBERSAWS D1.31705A.2.5,1750A.2.4.1-X5. TEST OF REINFORCING BARS.1705A.3.1,1903A.81910A.2--XXAISC 360:N5.8-STRUCTURAL TESTS AND INSPECTION1. STRUCTURAL TESTS AND INSPECTIONS SHALL BE ACCORDING TO 2019 CALIFORNIA BUILDING CODE, CHAPTER 4 OF THE CALIFORNIA ADMINISTRATIVE CODE FOR ESSENTIAL SERVICES BUILDINGS, AND PROJECT SPECIFICATIONS.2. THE CONTRACTOR SHALL COORDINATE THE WORK AND SCHEDULE WITH THE OWNERS INSPECTOR TO ASSURE THAT ADEQUATENOTICE IS GIVEN FOR INSPECTION TO OCCUR WHILE MAINTAINING PROJECT SCHEDULE.3. CONTINUOUS OR PERIODIC INSPECTION BY THE PROJECT OR SPECIAL INSPECTOR HIRED BY THE OWNER ARE REQUIRED FORTHE FOLLOWING TYPES OF WORK WHERE OCCURS:A. CONCRETEB.REINFORCING STEELC. BOLTS INSTALLED IN CONCRETED. STRUCTURAL WELDINGE. WELDING OF STEEL DECKF.HIGH-STRENGTH BOLTINGG.STRUCTURAL MASONRYH. POST INSTALLED ANCHORSI. FIRE PROOFINGJ.COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION4. THE TESTING TORQUES FOR POST-INSTALLED ANCHORS SHALL BE BASED ON THE MANUFACTURER'S RECOMMENDEDINSTALLATION TORQUE AS APPROVED IN AN ICC-ES EVALUATION REPORT UNLESS OTHERWISE NOTED. (CONFORM TOREQUIREMENTS OF CBC 2019, SECTION 1910A.5.4).5. THE TESTING FORCES FOR POST-INSTALLED ADHESIVE ANCHORS SHALL BE BASED ON ONE AND A QUARTER (1¼) TIMES THEMAXIMUM DESIGN STRENGTH OF ANCHORS AS PROVIDED IN AN APPROVED TEST REPORT USING CRITERIA ADOPTED IN THISCODE OR DETERMINED IN ACCORDANCE WITH CHAPTER 17 OF ACI 318. TENSION TEST LOAD NEED NOT EXCEED 80 PERCENT OFTHE NOMINAL YIELD STRENGTH OF THE ANCHOR ELEMENT (=0.8Asefya). (CONFORM TO REQUIREMENTS OF CBC 2019, SECTION1910A.5.4)6. ACCEPTANCE CRITERIA FOR POST INSTALLED ANCHORS SHALL BE BASED ON ICC-ESR OR MANUFACTURER'S WRITTENINSTRUCTION. FIELD TEST SHALL SATISFY THE MINIMUM REQUIREMENTS PER CBC 2019, SECTION 1910A.5.57. ALL SPECIAL/DEPUTY INSPECTION REPORTS AND TESTS SHALL INCLUDE: JOB NAME AND JOB NUMBER, SITE LOCATION, PLANPAGE AND DETAILS, ANY RFI , AND CODE REFERENCES.8. CONCRETE STRENGTH TEST REPORTS SHALL BE SUBMITTED TO THE ENGINEER.VERIFICATION OFf'mANDf'AAC IN ACCORDANCE WITH SPECIFICATION ARTICLE 1.4 B PRIOR TO CONSTRUCTIONAND FOR EVERY 5,000 SQ. FT. (465 SQ. M.) DURING CONSTRUCTIONCONTINUOUSPERIODICTMS 402 /ACI 530/ASCE 51. VERIFY COMPLIANCE THE THE APPROVED SUBMITTALSb. GRADE, TYPE, AND SIZE OF REINFORCEMENT AND ANCHOR BOLTS,AND PRESTRESSING TENDONS AND ANCHORAGESXSEC. 6.1c.PLACEMENT OF MASONRY UNITS AND CONSTRUCTION OF MORTARJOINTSTABLE 3.1.3: LEVEL C QUALITY ASSURANCEMINIMUM TESTSVERIFICATION OF SLUMP FLOW AND VISUAL STABILITY INDEX (VSI) AS DELIVERED TO THE PROJECT SITE IN ACCORDANCE WITHSPECIFICATION ARTICLE 1.5.B.1.b.3 FOR SELF CONSOLIDATING GROUTVERIFICATION OF PROPORTIONS OF MATERIALS IN PREMIXED OR PREBLENDED MORTAR, PRESTRESING GROUT, AND GROUTOTHER THAN SELF-CONSOLIDATING GROUT, AS DELIVERED TO THE PROJECT SITEMINIMUM SPECIAL INSPECTIONINSPECTION TASKFREQUENCY(a)REFERENCE FOR CRITERIATMS 602 /ACI 530.1/ASCE 62. VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE:a. PROPORTIONS OF SITE-MIXED MORTARS, GROUT ANDPRESTRESSING GROUT FOR BONDED TENDONSd. PLACEMENT OF REINFORCEMENT, CONNECTORS, ANDPRESTRESSING TENDONS AND ANCHORAGESe. GROUT SPACE PRIOR TO GROUTINGf. PLACEMENT OF GROUT AND PRESTRESSING GROUT FOR BONDEDTENDONSg. SIZE AND LOCATION OF STRUCTURAL ELEMENTSh. TYPE, SIZE, AND LOCATION OF ANCHORS INCLUDING OTHERDETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS,FRAMES, OR OTHER CONSTRUCTIONi.WELDING OF REINFORCEMENTSEC. 8.1.6.7.2,9.3.3.4 (c),11.3.3.4 (b)j.PREPARATION, CONSTRUCTION, AND PROTECTION OF MASONRYDURING COLD WEATHER (TEMPERATURE BELOW (4.4°C)) OR HOTWEATHER (TEMPERATURE ABOVE 90°F (32.2°C))k.APPLICATION AND MEASUREMENT OF PRESTRESSING FORCEl.PLACEMENT OFAACMASONRY UNITS AND CONSTRUCTION OFTHIN-BED MORTAR JOINTSm. PROPERTIES OF THIN-BED MORTAR FORAACMASONRY3. OBSERVE PRAPARATION OF GROUT SPECIMENS, MORTAR SPECIMENS,AND/OR PRISMSXXART. 1.5ART. 2.1, 2.6 A, 2.6 B,2.6 C,2.4 G1.BART. 2.4, 3.4ART. 3.3 BXXSEC. 6.1, 6.2.1, 6.2.6,6.2.7XXXXXXXXXSEC. 1.2.1(e),6.1.4.3, 6.2.1ART. 3.2 E, 3.4,3.6 AART. 3.2 D, 3.2 FART. 3.5, 3.6 CART. 3.3 FART. 1.8 C, 1.8 DART. 3.6 BART. 3.3 B.9,3.3 F.1.bART. 2.1 C.1ART. 1.4 B.2.a.3,1.4 B.2.b.3, 1.4 B.2.c.3,1.4 B.3, 1.4 B.4(a) FREQUENCY REFERS TO THE FREQUENCY OF SPECIAL INSPECTION, WHICH MAY BE CONTINUOUS DURING THE TASK LISTED OR PERIODICDURING LISTED TASK, AS DEFINED IN THE TABLE.a. Where applicable, see section 1705a.12, Special resistance for seismic resistance.CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:12" = 1'-0"S003GENERAL NOTESCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20DATE SIGNED:NASNGI ALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020RE-SUBMITTAL - CYCLE 0211.25.20 TABLE 4. LOCATION AND FREQUENCIES OF BOLTING INSPECTIONSMATERIAL IDENTIFICATION (TYPE / GRADE)QAVISUAL INSPECTION TASKS BEFORE WELDINGQCTASKDOC.TASKDOC.O O--WELDER IDENTIFICATION SYSTEMO O--FIT-UP OF GROVE WELDS (INCLUDING JOINT GEOMETRY)- JOINT PREPARATION- DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL)- CLEANLINESS (CONDITION OF STEEL SURFACE)- TACKING (TACK WELD QUALITY AND LOCATION)- BACKING TYPE AND FIT (IF APPLICABLE)VISUAL INSPECTION TASKS DURING WELDINGQAQCTASKDOC.TASKDOC.VISUAL INSPECTION TASK AFTER WELDINGWELD CLEANEDQAQCTASKDOC.TASKDOC.O O--CONFIGURATION AND FINISH OF ACCESS HOLESO O--FIT-UP OF FILLET WELDS- DIMENSIONS (ALIGNMENT, GAPS AT ROOT)- CLEANLINESS (CONDITION OF STEEL SURFACES)- TACKING (TACK WELD QUALITY AND LOCATION)**FOLLOWING PERFORMANCE OF THIS INSPECTION TASK FOR TEN WELDS TO BE MADE BY AGIVEN WELDER, WITH THE WELDER DEMONSTRATING UNDERSTANDING OF REQUIREMENTS ANDPOSSESSION OF SKILLS AND TOOLS TO VERIFY THESE ITEMS, THE PERFORM DESIGNATION OFTHIS TASK SHALL BE REDUCED TO OBSERVE, AND THE WELDER SHALL PERFORM THIS TASK.SHOULD THE INSPECTOR DETERMINE THAT THE WELDER HAS DISCONTINUED PERFORMANCE OFTHIS TASK, THE TASK SHALL BE RETURNED TO PERFORM UNTIL SUCH TIME AS THE INSPECTORHAS RE-ESTABLISHED ADEQUATE ASSURANCE THAT THE WELDER WILL PERFORM THEINSPECTION TASKS LISTED.WPS FOLLOWED- SETTINGS ON WELDING EQUIPMENT- TRAVEL SPEED- SELECTED WELDING MATERIALS- SHIELDING GAS TYPE / FLOW RATE- PREHEAT APPLIED- INTERPASS TEMPERATURE MAINTAINED (MIN./MAX.)- PROPER POSITION (F, V, H, OH)- INTERMIX OF FILLER METALS AVOIDED UNLESS APPROVEDUSE OF QUALIFIED WELDERSCONTROL AND HANDLING OF WELDING CONSUMABLES- PACKAGING- EXPOSURE CONTROLENVIRONMENT CONDITIONS- WIND SPEED WITHIN LIMITS- PRECIPITATION AND TEMPERATUREWELDING TECHNIQUES- INTERPASS AND FINAL CLEANING- EACH PASS WITHIN PROFILE LIMITATIONS- EACH PASS MEETS QUALITY REQUIREMENTSNO WELDING OVER CRACKED TACKSSIZE, LENGTH, AND LOCATION OF WELDSWELDS MEET VISUAL ACCEPTANCE CRITERIA- CRACK PROHIBITION- WELD/BASE-METAL FUSION- CRATER CROSS-SECTION- WELD PROFILES AND SIZE- UNDERCUT- POROSITYPLACEMENT OF REINFORCING OR CONTOURING FILLET WELDS (IF REQUIRED)BACKING REMOVED, WELD TABS REMOVED AND FINISHED, AND FILLETWELDS ADDED (IF REQUIRED)REPAIR ACTIVITIESP PDDPPDDPPDDPP-DO O--PP--P/O** O--P/O** OO O--O O--O O--O OO O--TABLE 6. LOCATION AND FREQUENCIES OF BOLTING INSPECTIONSPROPER BOLT SELECTED FOR THE JOINT DETAILQAINSPECTION TASK PRIOR TO BOLTINGQCTASKDOC.TASKDOC.O O--PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAILO O--CONNECTING ELEMENTS ARE FABRICATED PROPERLY, INCLUDING THEAPPROPRIATE FAYING SURFACE CONDITION AND HOLE PREPARATION, IFSPECIFIED, MEETS APPLIABLE REQUIREMENTSO O--PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION PERSONNELOBSERVED FOR FASTENER ASSEMBLIES AND METHODS USED.P ODDPROPER STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS, AND OTHERFASTENER COMPONENTS.INSPECTION TASK DURING BOLTINGQAQCTASKDOC.TASKDOC.FASTENER ASSEMBLIES PLACED IN ALL HOLES AND WASHERS (IF REQUIRED)ARE POSITIONED AS REQUIRED.JOINT BOUGHT TO A SNUG TIGHT CONDITION PRIOR TO PRETENSIONINGOPERATION.FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROMROTATING.BOLTS ARE PRETENSIONED PROGRESSING SYSTEMATICALLY FROM MOSTRIGID POINT TOWARD FREE EDGESINSPECTION TASK AFTER BOLTINGDOCUMENTS ACCEPTED AND REJECTED CONNECTIONSQAQCTASKDOC.TASKDOC.PPDDO O--O O--O O--O O--OTHER INSPECTION TASKQAQCTASKDOC.TASKDOC.REDUCED BEAM SECTION (RBS) REQUIREMENTS, IF APPLICABLE- CONTOUR AND FINISH- DIMENSION TOLERANCESTABLE 5. LOCATION AND FREQUENCIES OF OTHER INSPECTIONSPROTECTED ZONE - NO HOLES AND UNAPPROVED ATTACHMENTS MADE BYFABRICATOR OR ERECTOR, AS APPLICABLEP PDDPPDDREVIEW NDT AND DEPUTY INSPECTION REPORTS FOR GENERAL COMPLIANCE.VERIFY THAT NO WELDED ATTACHMENTS OCCUR IN THE PLASTIC HINGING REGION.PRESENCE OF DOUBLER PLATES, AS REQUIRED ON THE PLANS.CONTOUR OF RBS PROFILE, IF APPLICABLE.CONFIGURATION AND FINISH OF WELD ACCESS HOLES, IF APPLICABLE.PRESENCE OF CONTINUITY PLATES, AS REQUIRED ON THE PLANS.REMOVAL OF RUNOFF TABS, AS REQUIRED ON THE PLANS.REMOVAL OF BACKING BARS, AS REQUIRED ON THE PLANS.ORIENTATION AND PLACEMENT OF CONNECTED COMPONENTS.STRUCTURAL OBSERVATION PROGRAM(STEEL MOMENT FRAME FOR SEISMIC APPLICATION)STRUCTURAL OBSERVATION FOR STEEL MOMENT FRAMEk-area1PPDD1WHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES OR STIFFENERS HAS BEENPERFORMED IN THE K-AREA, VISUALLY INSPECT THE WEB K-AREA FOR CRACKS WITHIN 3 IN.(75MM) OF THE WELD. THE VISUAL INSPECTION SHALL BE PERFORMED NO SOONER THAN 48HOURS FOLLOWING COMPLETION OF THE WELDING.TABLE 2. NON-DESTRUCTIVE TEST LOCATIONSCJP GROOVE WELDULTRASONIC TEST SHALL BE PERFORMED ON ALL CJP GROOVE WELDS INMATERIALS 5/16 INCH (8 MM) THICK OR GREATER. IN ADDITION, MAGNETICPARTICLE TEST SHALL BE PERFORMED ON ALL BEAM-TO-COLUMN CJPGROOVE WELDS.1."k" AREAWHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES, OR STIFFENERSHAS BEEN PERFORMED IN THE K-AREA, THE WEB SHALL BE TESTED FORCRACKS USING MAGNETIC PARTICLE TESTING. THE MAGNETIC PARTICLE TESTAREA SHALL INCLUDE THE K-AREA BASE METAL WITHIN 3 IN. (75 MM) OF THEWELD.2.BEAM COPE AND ACCESS HOLEAT WELDED SPLICES AND CONNECTIONS, THERMALLY CUT SURFACES OFBEAM COPES AND ACCESS HOLES SHALL BE TESTED USING MAGNETICPARTICLE TESTING, WHEN THE FLANGE THICKNESS EXCEEDS 1-1/2 IN. (38 MM)FOR ROLLED SHAPES.REDUCED BEAM SECTION REPAIRMAGNETIC PARTICLE TESTING SHALL BE PERFORMED ON ANY WELD ANDADJACENT AREA OF THE RBS PLASTIC HINGE REGION THAT HAS BEENREPAIRED BY WELDING, OR ON THE BASE METAL OF THE RBS PLASTIC HINGEREGION IF A SHARP NOTCH HAS BEEN REMOVED BY GRINDING.BASE METAL LAMELLAR TEARING AND LAMINATIONS AT CJP GROOVE WELDBASE METAL THICKER THAN 1-1/2 IN. (38 MM) SHALL BE ULTRASONICALLYTESTED FOR DISCONTINUITIES BEHIND AND ADJACENT TO THE FUSION LINEWHEN THE BASE METAL IS LOADED IN TENSION IN THE THROUGH THICKNESSDIRECTION IN TEE AND CORNER JOINTS AND THE CONNECTED MATERIAL ISGREATER THAN 3/4 IN. (19 MM). ANY BASE METAL DISCONTINUITIES FOUNDWITHIN T/4 OF THE STEEL SURFACE SHALL BE ACCEPTED OR REJECTED ONTHE BASIS OF CRITERIA OF AWS D1.1 TABLE 6.2, WHERE T IS THE THICKNESSOF THE PART SUBJECTED TO THE THROUGH-THICKNESS STRAIN.END OF WELD AT WELD TAB REMOVAL SITEMAGNETIC PARTICLE TESTING SHALL BE PERFORMED ON THE END OF WELDSFROM WHICH THE WELD TABS HAVE BEEN REMOVED, EXCEPT FORCONTINUITY PLATE WELD TABS.3.4.5.6.BA*TEST FREQUENCYBBAREQUIRED LOCATIONSPJP GROOVE WELDULTRASONIC TESTING SHALL BE PERFORMED ON PJP GROOVE WELDS USED INCOLUMN SPLICES WITH AN EFFECTIVE THROAT OF 3/4 IN. (19.1 MM) THICK ORGREATER.7.BNDT TECHNICIAN(S)DEPUTY INSPECTOR(S)STRUCTURAL OBSERVER(S)NON-DESTRUCTIVE TESTING REPORTSDEPUTY INSPECTION REPORTSSTRUCTURAL OBSERVATION REPORTSTABLE 1. REPORTS TO BE SUBMITTED TO THE CITY BUILDING INSPECTOR1.2.3.PREPARED BYTYPE OF REPORTTABLE 3. NON-DESTRUCTIVE TEST FREQUENCYULTRASONIC TESTING (UT)MAGNETIC PARTICLE TESTING (MT)NOTES:1. REFER TO TABLE 2 FOR LOCATIONS OF NON-DESTRUCTIVE TESTING.2. REDUCTION OF PERCENTAGE OF ULTRASONIC TESTING:THE REDUCTION OF PERCENTAGE OF UT IS PERMITTED TO BE REDUCED IN ACCORDANCE WITH AISC360-16, SECTION N5.5E3. NO REDUCTION IS PERMITTED FOR DEMAND CRITICAL WELDS FOR ULTRASONIC TESTING.4. REDUCTION OF PERCENTAGE OF MAGNETIC PARTICLE TESTING:THE AMOUNT OF MT ON CJP GROOVE WELDS IS PERMITTED TO BE REDUCED IF APPROVED BY THEENGINEER OF RECORD AND THE AUTHORITY HAVING JURISDICTION. THE MT RATE FOR AN INDIVIDUALWELDER OR WELDING OPERATOR IS PERMITTED TO BE REDUCED TO 10%, PROVIDED THE REJECT RATE ISDEMONSTRATED TO BE 5% OR LESS OF THE WELDS TESTED FOR THE WELDER OR WELDING OPERATOR. ASAMPLING OF AT LEAST 20 COMPLETED WELDS FOR A JOB SHALL BE MADE FOR SUCH REDUCTIONEVALUATION. REJECT RATE IS THE NUMBER OF WELDS CONTAINING REJECTABLE DEFECTS DIVIDED BYTHE NUMBER OF WELDS COMPLETED.5. NO REDUCTION IS PERMITTED FOR WELDS IN THE K-AREA AT REPAIR SITES, BACKING REMOVAL SITES,AND ACCESS HOLES FOR MAGNETIC PARTICLE TESTING.NOTES:1)A, AND B ARE THE FREQUENCIES OF NON-DESTRUCTIVE TESTS LISTED IN TABLE 3.2)NON-DESTRUCTIVE TESTING OF WELDS SHALL BE PERFORMED BY QUALITY ASSURANCE PERSONNEL.3)UT SHALL BE PERFORMED ACCORDING TO PROCEDURES DESCRIBED IN.4)MT SHALL BE PERFORMED ACCORDING TO PROCEDURES DESCRIBED IN.* ULTRASONIC TEST ONLYFREQUENCY DESIGNATIONA B100% OF JOINTS0% OF JOINTS25% OF JOINTS100% OF JOINTSTHE FOLLOWING ENTRIES ARE USED ARE USED IN THE TABLES:- OBSERVE ( O )-THE INSPECTOR SHALL OBSERVE THESE FUNCTIONS ON A RANDOM, DAILY BASIS.WELDING OPERATIONS NEED NOT BE DELAYED PENDING OBSERVATIONS.- PERFORM ( P )-THESE INSPECTIONS SHALL BE PERFORMED PRIOR TO THE FINAL ACCEPTANCE OF THEITEM. WHERE A TASK IS NOTED TO BE PERFORMED BY BOTH QC AND QA, IT SHALL BEPERMITTED TO COORDINATE THE INSPECTION FUNCTION BETWEEN QC AND QA SOTHAT THE INSPECTIONS FUNCTIONS NEED BE PERFORMED BY ONLY ONE PARTY.WHERE QA IS TO RELY UPON INSPECTION FUNCTIONS PERFORMED BY QC, THEAPPROVAL OF THE ENGINEER OF RECORD AND THE AUTHORITY HAVING JURISDICTIONIS REQUIRED.- DOCUMENT ( D )-THE INSPECTOR SHALL PREPARE REPORTS INDICATING THAT THE WORK HAS BEENPERFORMED IN ACCORDANCE WITH CONTRACT DOCUMENTS. THE REPORT NEED NOTPROVIDE DETAILED MEASUREMENTS FOR JOINT FIT-UP, WPS SETTINGS, COMPLETEDWELDS, OR OTHER INDIVIDUAL ITEMS LISTED IN THE TABLES 4, 5 & 6. FOR SHOPFABRICATION, THE REPORT SHALL INDICATE THE PIECE MARK OF THE PIECEINSPECTED. FOR FIELD WORK, THE REPORT SHALL INDICATE THE REFERENCE GRIDLINES AND FLOOR OR ELEVATION INSPECTED. WORK NOT IN COMPLIANCE WITH THECONTRACT DOCUMENTS AND WHETHER THE NONCOMPLIANCE HAS BEENSATISFACTORILY REPAIRED SHALL BE NOTED IN THE INSPECTION REPORT.NOTES:1. WELD QUALITIES SHALL BE VERIFIED BY THE DEPUTY INSPECTOR.2. THE STRUCTURAL OBSERVATIONS LISTED IN THIS TABLE ARE IN ADDITION TO THE STRUCTURALOBSERVATIONS THAT MAY BE REQUIRED ON THE STRUCTURAL PLANS.BCIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:12" = 1'-0"S004GENERAL NOTESCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20DATE SIGNED:NASNGIALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020RE-SUBMITTAL - CYCLE 0211.25.20 ABBREVIATIONS@AT&ANDA.B.ANCHOR BOLTABV.ABOVEADD'L. (ADDL.)ADDITIONALADJ.ADJACENTALT.ALTERNATEALUM.ALUMINUMAPPRX. (APPROX.)APPROXIMATE(LY)ARCH.ARCHITECT(URAL)BLDG.BUILDINGBLKG.BLOCKINGBLW.BELOWBM.BEAMB.N.BOUNDARY NAILINGBNDRY.BOUNDARYB.O.C.BOTTOM OF CONCRETEB.O.F.BOTTOM OF FOOTINGBOT. (B)BOTTOMBRCG.BRACINGBRDG. BRIDGE (ING)BRG.BEARINGBTWN.BETWEENCAMB. (C)CAMBER(ED)CANT.CANTILEVER(ED)C.F.CUBIC FEET (FOOT)C.I.P.CAST-IN-PLACEC.I.D.H.CAST-IN-DRILLED HOLEC.J.CONTROL JOINT;CONSTRUCTION JOINTC.L. ( )CENTER LINECLG.CEILINGCLR. CLEARCOL.COLUMNCONC.CONCRETECONN.CONNECTIONCONST.CONSTRUCTIONCONT.CONTINUOUSC.P.COMPLETE-PENETRATIONCTSK.COUNTERSINKCTR.CENTER(ED)C.Y. CUBIC YARDdd PENNY NAILDBADEFORMED BAR ANCHORDBL.DOUBLEDEPT.DEPARTMENTD.F.DOUGLAS FIRDIA. (Ø)DIAMETERDIAG.DIAGONALDIAPH.DIAPHRAGMDIM.DIMENSIONDN.DOWNDODITTO (REPEAT)DWG. (DWGS.) DRAWING(S)DWL.DOWELEA.EACHE.F.EACH FACEE.J. EXPANSION JOINTEL. ELEVATIONELEC.ELECTRICALELEV.ELEVATOREMB. EMBED(MENT)E.N. EDGE NAILENG. ENGINEEREPSEXPANDED POLYSTYRENE(FOAM)EQ.EQUALEQPT.EQUIPMENTEQUIV.EQUIVALENTEXP.EXPANSIONEXIST. (E)EXISTINGEXT.EXTERIORFDN.FOUNDATIONFIN.FINISH(ED)FLR.FLOORF.N. FIELD NAIL; FACE NAILF.O.C.FACE OF CONCRETEF.O.M.FACE OF MASONRYF.O.S.FACE OF STUDF.O.W.FACE OF WALLF.P.FULL (COMPLETE) PENETRATIONFRPFIBER REINFORCED POLYMERF.S.FAR SIDEFT. (')FOOT (FEET)FTG.FOOTINGF.V.FIELD VERIFYGA. GAUGEGALV. GALVANIZE(D)GLB. GLUED LAMINATED BEAMGRD.GRADEGYP.GYPSUMKKIPS; 1000K.P. KING POSTLAT.LATERALL.B. LAG BOLTLB (#)POUNDL.F.LINEAL FEET (FOOT)LLHLONG LEG HORIZONTALLLVLONG LEG VERTICALLT. WT.LIGHT WEIGHTMAX.MAXIMUMM.B.MACHINE BOLTMECH.MECHANICALM.E.P.MECHANICAL, ELECTRICAL ANDPLUMBINGMEZZ.MEZZANINEMFR.MANUFACTURERMIN.MINIMUMMISC.MISCELLANEOUSMTL.METAL(N)NEWNO. (#)NUMBERN.S.NEAR SIDEN.T.S.NOT TO SCALEO/C (O.C.)ON CENTERO.D.OUTSIDE DIAMETERO.H.OPPOSITE HANDOPNG.OPENINGOPP.OPPOSITEORTHO.ORTHOGONALO.W.J.OPEN WEB JOISTPCPILE CAPPCFPOUNDS PER CU.FT.PL.PLATEPLYWD.PLYWOODP.P.PARTIAL-PENETRATIONP.S.F.POUNDS PER SQUARE FOOTP.S.I.POUNDS PER SQUARE INCHPTPRETENSIONEDP.T.PRESSURE TREATEDQTY.QUANTITYRAD. (R)RADIUSRBSREDUCED BEAM SECTIONREF.REFERENCEREINF.REINFORCEMENT (ING)REQ'D. (REQD.) REQUIREDRF.ROOFR.O.ROUGH OPENINGS.A.D.SEE ARCHITECTURAL DRAWINGSSCSLIP-CRITICALS.C.D.SEE CIVIL DRAWINGSSCH.SCHEDULESEP.SEPARATIONSHT.SHEETSIM.SIMILARSKW.SKEW(ED)SLRSSEISMIC LOAD RESISTING SYSEMS.O.G.SLAB-ON-GRADESPEC.SPECIFICATIONSQ.SQUARESTSNUG-TIGHTENEDSTD.STANDARDSTAGG.STAGGER(ED)STIFF.STIFFENERSTIR.STIRRUPSTL.STEELSTRUC(T).STRUCTURALSUSP.SUSPENDEDSYMM.SYMMETRICALT&BTOP AND BOTTOMT&GTONGUE AND GROOVETEMP.TEMPORARYTHK.THICK(NESS)T.N.TOE NAILT.O.TOP OFT.O.C.TOP OF CONCRETET.O.S.TOP OF STEEL;TOP OF SHEATHINGT.O.W.TOP OF WALLTRANS.TRANSVERSET.S.G.TAPERED STEEL GIRDERTYP.TYPICALU.O.N. (U.N.O.) UNLESS OTHERWISE NOTEDUTIL.UTILITYHD.HOLDOWN; HANDHDR. HEADERHGR.HANGERHORIZ. (H)HORIZONTALH.S.HEADED STUDH.S.B.HIGH STRENGTH BOLTHT.HEIGHTI.D.INSIDE DIAMETERIN. (")INCH(ES)INFO.INFORMATIONJST.JOISTJT.JOINTVERT. (V)VERTICALV.I.F.VERIFY IN FIELDW/WITH(W)WIDE; WIDTHWD.WOODW.P. WORK POINTWT. WEIGHTW.W.F. WELDED WIRE FABRICX-STG EXTRA STRONGXX-STG DOUBLE EXTRA STRONGC&C COMPONENTS AND CLADDINGCIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:12" = 1'-0"S005GENERAL NOTESCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20IDS - STRUCTURAL SHEET INDEXSHEET NUMBER SHEET NAMES001GENERAL NOTESS002GENERAL NOTESS003GENERAL NOTESS004GENERAL NOTESS005GENERAL NOTESS101TYPICAL CONCRETE DETAILSS102TYPICAL STEEL DETAILSS103TYPICAL MASONRY DETAILSS104TYPICAL STEEL DECK DETAILSS200STRUCTURAL OVERALL PLANS201FOUNDATION PLANS202PARTIAL FOUNDATION PLANSS2032ND FLOOR FRAMING PLANS204ROOF FRAMING PLANS205PARTIAL ROOF FRAMING PLANSS206GROUND FLOOR EQUIPMENT PLANS2072ND FLOOR EQUIPMENT PLANS208ROOF EQUIPMENT PLANS301ELEVATIONSS400FOUNDATION DETAILSS401SECTIONS AND DETAILSS402SECTIONS AND DETAILSS403STEEL MOMENT FRAME DETAILSS404PRECAST PANEL RETROFIT DETAILSS405PRECAST PANEL RETROFIT DETAILSS406PRECAST PANEL RETROFIT DETAILSS407CANOPY DETAILSS408RAISED ACCESS FLOOR DETAILSS409EXISTING CEILING RETROFIT DETAILSS410EXISTING CEILING & PARTITION RETROFIT DETAILSS500EQUIPMENT ANCHORAGE SCHEDULESS501EQUIPMENT ANCHORAGE DETAILSS502EQUIPMENT ANCHORAGE DETAILSS503EQUIPMENT ANCHORAGE DETAILSS504SUSPENDED EQUIPMENT DETAILSS600OPM - SHEET 1S601OPM - SHEET 2S602OPM - SHEET 3S603OPM - SHEET 4S604OPM - SHEET 5S605OPM - SHEET 6S607OPM - SHEET 7S608OPM - SHEET 8S609OPM - SHEET 9S610OPM - SHEET 10S611OPM - SHEET 11S612OPM - SHEET 12S613OPM - SHEET 13S614OPM - SHEET 14S615OPM - SHEET 15DATE SIGNED:NASNGI ALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020RE-SUBMITTAL - CYCLE 0211.25.20 CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:12" = 1'-0"S101TYPICAL CONCRETE DETAILSCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20DATE SIGNED:NASNGI ALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020RE-SUBMITTAL - CYCLE 0211.25.20 2CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:As indicatedS102TYPICAL STEEL DETAILSCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20DATE SIGNED:NASNGI ALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020RE-SUBMITTAL - CYCLE 0211.25.20 CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:12" = 1'-0"S103TYPICAL MASONRY DETAILSCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20DATE SIGNED:NASNGI ALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020RE-SUBMITTAL - CYCLE 0211.25.20 3CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:As indicatedS104TYPICAL STEEL DECK DETAILSCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20DATE SIGNED:NASNGI ALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020RE-SUBMITTAL - CYCLE 0211.25.20 JJHHGGFFEEDDCCBBAAAAAA1122333.13.14455667788991010111112121313S2023S2029S2021S2052FDN. FRM.FDN.S2011S2031S2041S2051FDN. FRM.FDN. FRM. FRM.CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:1" = 20'-0"S200STRUCTURAL OVERALL PLANCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.201" = 20'-0"1STRUCTURAL OVERALL PLANNOTES:1. SEE ARCH. DWGS. FOR ALL DIMENSIONS NOT SHOWN.2. SEE MECH. DWGS. FOR EXACT LOCATION OF DUCT OPENINGS.5. SEE 'AS-BUILT CONDITIONS NOTES' ON S001-GENERAL NOTES.DATE SIGNED:NASNGI ALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020RE-SUBMITTAL - CYCLE 0211.25.20 JJHHGGFFEEDDCCBBAAAAAA1122333.13.1445566778899101011111212131339' - 4 1/2" +\-28' - 7 1/2" +\-23' - 8" +\-8' - 4" +\-28' - 0" +\-4' - 0" +\-28' - 0" +\-4' - 0" +\-24' - 0" +\-(E) HSS6X6X5/16(E) HSS6X6X5/16(E) HSS6X6X5/16(E) W18X119(E) W18X119(E) HSS6X6X5/16(E) HSS6X6X5/16(E) HSS6X6X5/16(E) W18X119(E) W18X119(E) HSS6X6X5/16(E) HSS6X6X5/16(E) HSS6X6X5/16(E) W18X119(E) W18X119(E) HSS6X6X5/16(E) HSS6X6X5/16(E) W18X119(E) W18X119(E) HSS6X6X5/16(E) HSS6X6X5/16(E) HSS6X6X5/16(E) W18X119(E) W18X119(E) HSS6X6X5/16(E) HSS6X6X5/16(E) HSS6X6X5/16(E) HSS6X6X5/16(E) W18X119(E) W18X119(E) W18X119(E) W18X119(E) W18X119(E) W18X119(E) W18X119(E) W18X119(E) W18X119(E) W18X119(E) W18X119(E) HSS6X6X5/16(E) HSS8X6X5/16(E) W18X119(E) HSS6X6X5/16(E) HSS6X6X5/16(E) HSS6X6X5/16(E) HSS6X6X5/16(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS4X4X1/4(E) HSS6X6X5/16(E) HSS6X6X5/16(E) HSS6X6X5/16(E) HSS6X6X5/16(E) HSS6X6X5/16(E) HSS6X6X5/16(E) HSS6X6X5/16(E) HSS6X6X5/16(E) HSS6X6X5/16(E) HSS4X4X1/47S4007S40012' - 0" +\-12' - 0" +\-12' - 0" +\-24' - 0" +\-24' - 0" +\-24' - 0" +\-24' - 0" +\-24' - 0" +\-24' - 0" +\-12' - 10" +\-5' - 2" +\-12' - 0" +\-0' - 10" +\-S2021(E) SLAB ON GRADE(E) HSS6x4x1/2TYP. (7) PLCS.-1'-0"S40812S3011S301WEST ELEVATIONSOUTH ELEVATION3S301EAST ELEVATION4S301NORTH ELEVATIONNOTES:1. SEE ARCH. DWGS. FOR ALL DIMENSIONS NOT SHOWN.2. SEE MECH. DWGS. FOR EXACT LOCATION OF DUCT OPENINGS.3. REMOVE (E) FURRING, (E) DECORATION, (E) ROOFING, (E) CEILING, (E) EQUIPMENT, (E) FIXTURES, (E) UTILITIES, (E) CONDUITS, (E) PIPING & (E) ARCH. ITEMS WHERE NECESSARY FOR NEW CONSTRUCTION. THEN INSTALL NEW FINISHES PER ARCH. DWGS.4. MODIFY, REROUTE OR RELOCATE (E) EQUIPMENT, (E) FIXTURES, (E) UTILITIES, (E) CONDUITS & (E) PIPING WHERE NECESSARY TO ACCOMMODATE NEW CONSTRUCTION (AVOIDING INTERFERENCE).5. SEE 'AS-BUILT CONDITIONS NOTES' ON S001-GENERAL NOTES.6. PRIOR TO THE CONTRACTOR REQUESTING A BUILDING DEPARTMENT FOUNDATION INSPECTION, THE SOILS ENGINEER SHALL ADVISE THE BUILDING OFFICIAL IN WRITING THAT: A) THE UTILITY TRENCHES HAVE BEEN PROPERLY BACKFILLED AND COMPACTED, AND B) THE FOUNDATION EXCAVATIONS COMPLY WITH THE INTENT OF THE SOILS REPORT.LEGEND:INDICATES EXISTING CONCRETE FOOTING & STEEL COLUMNINDICATES EXISTING CONCRETE FOOTING & HSS STEEL COLUMNINDICATES EXISTING GRADE BEAM1'-0"INDICATES ELEVATION REFERENCEINDICATES NEW CONCRETE PILE & STEEL COLUMNINDICATES NEW GRADE BEAM(E) Wx COL.(E) HSS COL.HSS COL.CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:1/8" = 1'-0"S201FOUNDATION PLANCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.201/8" = 1'-0"1FOUNDATION PLANDATE SIGNED:NASNGI ALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020NRE-SUBMITTAL - CYCLE 0211.25.20 55667788HSS7X7X1/4TYP.S4072BASE PLATE TYP (9) PLCS.3' - 0"1' - 0"4' - 0"8' - 0"1' - 0"83' - 0"1' - 0"5' - 6"8" CMU WALL11S4005' - 6"LOCKER AREA BY OTHERS - SEE ARCH'L DRAWINGS3' - 6"(8) 9'-6" SPACES = 76'-0"3' - 6"AGEN1PER ARCH'L DRAWINGP E R A R C H 'L D R A W I N G CONCRETE FOUNDATION LOCATION BY ARCH'L DRAWINGSCONCRETE PEDESTALBOLLARD PER ARCH'L DRAWINGS, TYP.1S400NEW GENERATOR LOCATION BY OTHERS -SEE ARCH'L DRAWINGSNOTE:SEE S500 FOR EQUIPMENT ANCHORAGE SCHEDULEJJ8899PER ARCH. DWGS.PER ARCH DWGS.PER ARCH DWGS.PER ARCH DWGS.PER ARCH DWGS.5" EXTRA STRONG PIPEHSS9x5x5/8HSS9x5x5/824"⌀x4'-6" CIDH PILE30"⌀x4'-6" CIDH PILE30"⌀x4'-6" CIDH PILE2'-0" SQUARE GRADE BEAMS, TYP.13S400TYP.2S400TYP. @ GRADE BEAMSCIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:As indicatedS202PARTIAL FOUNDATION PLANSCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.203/8" = 1'-0"3FOUNDATION PLAN @ LOCKERS3/8" = 1'-0"9FOUNDATION PLAN @ GENERATOR1/2" = 1'-0"1FOUNDATION PLAN @ ENTRANCE CANOPY(E) COLUMN BENCH MARK(E) BUILDING FOUNDATIONNNNDATE SIGNED:NASNGI ALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020NOTE:STEEL COLUMNS FOR THE ENTRANCE CANOPY ABOVE GRADE SHALL BE ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS) CATEGORY 4.RE-SUBMITTAL - CYCLE 0211.25.20 JJHHGGFFEEDDCCBBAAAAAA1122333.13.1445566778899101011121213(E) W21X62(E) W21X62(E) W21X62(E) W21X62(E) W21X62 (E) W21X62(E) W21X68(E) W21X62(E) W21X62(E) W21X62(E) W21X62(E) W21X62(E) W21X62(E) W21X62(E) W21X62(E) W21X62(E) W21X68(E) W21X62(E) W21X62(E) W21X57(E) W21X44(E) W21X50(E) W21X62(E) W21X44(E) W21X44(E) W21X44(E) W21X44(E) W21X44(E) W21X44(E) W21X50(E) W24X68(E) W24X68(E) W24X68(E) W27X94(E) W24X68(E) W21X50(E) W27X94(E) W24X68(E) W24X68(E) W24X68(E) W18X35(E) W18X35(E) W21X44(E) W21X44(E) W21X50(E) W24X84(E) W24X94(E) W24X94(E) W24X84(E) W21X62(E) W21X62(E) W21X83(E) W18X35(E) W21X62(E) W24X68(E) W18X35(E) W21X44(E) W21X44(E) W21X44(E) W21X44(E) W21X44(E) W21X44(E) W24X84(E) W24X94(E) W24X94(E) W24X84(E) W21X57(E) W21X57(E) W21X57(E) W21X44(E) W21X57(E) W21X57(E) W21X44(E) W21X44(E) W21X44(E) W21X44(E) W21X44(E) W21X44(E) W14X22(E) W18X35(E) W21X57(E) W21X57(E) W21X57(E) W21X57(E) W21X57(E) W21X57(E) W21X57(E) W21X57(E) W21X57(E) W21X57(E) W18X50(E) W18X50(E) W18X50(E) W18X50(E) W18X50(E) W18X50(E) W18X50(E) W21X44(E) W21X44(E) W21X44(E) W21X44(E) W21X44(E) W21X44(E) W21X44(E) W21X44(E) W21X44(E) W16X26(E) W16X26(E) W16X26(E) W16X26(E) W16X26(E) W16X26(E) W14X22 (E) W14X22 (E) W14X22(E) W14X22 (E) W14X22 (E) W14X22(E) W21X57(E) W14X22(E) W12X14(E) W14X22(E) W14X22(E) W12X14(E) W18X35(E) W12X14(E) W12X14(E) W16X26(E) W16X26(E) W18X35(E) W18X35(E) W12X19(E) W12X19(E) W12X19(E) W12X19(E) W12X14(E) W12X14(E) W12X14(E) W12X14(E) W8X10(E) W8X10(E) W8X10(E) W8X10(E) W8X10(E) W8X10(E) W8X10(E) W8X10(E) W8X10(E) W8X10(E) W8X10(E) W8X10(E) W8X10(E) W8X10(E) W8X10(E) W8X10(E) W8X10(E) W8X10(E) W8X10(E) W8X10(E) W8X10(E) W8X10(E) W8X10(E) W8X10(E) W8X10(E) W8X10(E) W14X22(E) W14X22(E) W18X35(E) W16X26(E) W16X26(E) W21X44(E) W21X44(E) W21X44(E) W21X44(E) W18X35(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/16W16X31 (20)W16X31 (20)W16X31 (20)2S4013S401(E) W10X12(E) W10X12(E) W10X12(E) W10X12(E) W10X12(E) W10X12(E) W10X12(E) W10X12(E) W10X12(E) W10X12(E) W10X12(E) W10X12(E) W10X12(E) W10X12(E) W10X12(E) W10X12(E) W18X35(E) W18X35(E) W21X62(E) W21X62(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W21X57(E) W21X57(E) W21X57(E) W21X57(E) W21X57(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/16(E)HSS8X4X1/4(E)HSS8X4X1/4(E)HSS8X4X1/4(E) W18X35(E) W12X14(E) W16X31 (E) W16X31(E) W14X22(E) W18X35(E)HSS8X6X1/4(E)HSS8X6X1/4(E)HSS8X6X1/4(E)HSS8X6X1/4(E) HSS4X4X1/4(E) HSS4X4X1/4(E) HSS6X6X5/16(E) HSS6X6X5/16(E) HSS6X6X5/16(E) HSS6X6X5/16(E) HSS6X6X5/16(E) HSS6X6X5/16(E) HSS6X6X5/16(E) W8X10WT8X15.5(E) W21X57(E) W21X57(E) W21X57(E) W21X57(E) W24X68(E) W16X26(E) W16X26(E ) W 1 6 X 2 6 (E) W16X26(E) W16X26(E) W16X26(E) HSS4X3X1/4TYP. 5 PLC.8S401S2051(N) WT6x17.5 (BELOW)(N) WT8x15.5 (BELOW)2S401(BELOW)(N) WT8x15.5 (BELOW)2S401(N) WT6x17.5 (BELOW)(N) WT6x17.5 (BELOW)3S4013S40113S40117S40119S401D1D1D13S4021S402UPUPCURVED(E) W16X262S301(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/161S301WEST ELEVATIONSOUTH ELEVATION3S301EAST ELEVATION4S301NORTH ELEVATION9S4049S404SIMSEE NOTE 10SEE NOTE 109S4049S4049S40419S4019S4049S4049S404SIMSIMSIM(E)W10x12(E )W 10x12NOTES:1. ALL STEEL BEAMS SHALL BE EQUALLY SPACED BETWEENCONTROLLING BEAMS, OR GRID LINES TYP. U.N.O..2. AT ALL STEEL BEAMS & GIRDERS BELOW VERCO B FORMLOCKFLOOR DECK, PROVIDE 3/4" DIA. x 4" LONG NELSON STUDS @ 12"O.C. ABOVE TOP FLANGE THRU FLOOR DECK TYP. U.N.O..3. TOP OF STEEL AT SECOND FLOOR FRAMING PLAN SHALL BE PERARCH. DWGS..4. SEE ARCH. DWGS. FOR ALL DIMENSIONS NOT SHOWN.5. SEE MECH. DWGS. FOR EXACT LOCATION OF DUCT OPENINGS.6. REMOVE (E) FURRING, (E) DECORATION, (E) ROOFING, (E)CEILING, (E) EQUIPMENT, (E) FIXTURES, (E) UTILITIES, (E)CONDUITS, (E) PIPING & (E) ARCH. ITEMS WHERE NECESSARYFOR NEW CONSTRUCTION. THEN INSTALL NEW FINISHES PERARCH. DWGS.7. MODIFY, REROUTE OR RELOCATE (E) EQUIPMENT, (E) FIXTURES,(E) UTILITIES, (E) CONDUITS & (E) PIPING WHERE NECESSARY TOACCOMMODATE NEW CONSTRUCTION (AVOIDINGINTERFERENCE).8. SEE 'AS-BUILT CONDITIONS NOTES' ON S001-GENERAL NOTES.9. WHERE EXISTING PRECAST PANEL TIE-BACK CONNECTIONS ARE DAMAGED OR MISSING, CONTRACTOR SHALL PROVIDE REPLACEMENT STEEL ELEMENTS OR NEW TIE-BACK CONNECTION PER DETAIL 5/S406. CONTRACTOR SHALL ASSUME 14 EXISTING TIE-BACK CONNECTIONS BELOW THE PANELS AT THE 2ND FLOOR LEVEL REQUIRE REPLACEMENT FOR BIDDING PURPOSES.10. CONTRACTOR SHALL VERIFY (E) BEAM CONNECTIONS AT NORTH STAIRWELL TO MAIN STRUCTURE ARE CONSTRUCTED WITH MINIMUM (4) 7/8"⌀BOLTS. NOTIFY ENGINEER IF (E) CONSTRUCTION DIFFERS. IT SHALL BE ASSUMED FOR BIDDING PURPOSES THAT THE (E) CONNECTION REQUIRES REPLACEMENT OF ALL 4 BOLTS.LEGEND:VERCO W3 DECK W/ 2" THICK NORMAL WT. CONC. FILL OVER TOP FLUTE w/ #4 @ 16 O.C. EA. WAY U.N.O.. TOTAL DEPTH OF STEEL DECK PLUS CONC. IS 5" U.N.O.. SEE DETAIL 2/S104 FOR WELDING OF STEEL DECK TO STEEL BEAMS.INDICATES MOMENT FRAME CONNECTION,SEE SPECIFIC DETAILSINDICATES DRAG CONNECTION,SEE SPECIFIC DETAILSNUMBER IN PARENTHESES AFTER BEAM DESIGNATION INDICATES NUMBER OF WELDED STUDS ALONG BEAMD1(XX)CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:1/8" = 1'-0"S2032ND FLOOR FRAMING PLANCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.201/8" = 1'-0"12ND FLOOR FRAMING PLANDATE SIGNED:NASNGI ALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020RE-SUBMITTAL - CYCLE 0211.25.20 JJHHGGFFEEDDCCBBAA1122333.13.14455667788991010111112121313(E) W16X31(E) W16X31(E) W16X36(E) W16X36(E) W16X36(E) W16X31(E) W16X31(E) W16X36 (E) W16X36(E) W16X36(E) W16X31(E) W16X31(E) W16X31(E) W16X31(E) W16X31(E) W16X31(E) W16X31(E) W16X31(E) W10X12(E) W14X22(E) W12X19(E) W16X26(E) W14X22(E) W12X19(E) W12X19(E) W12X19(E) W12X19(E) W12X19(E) W12X19(E) W18X35(E) W18X35(E) W18X35(E) W18X35(E) W18X35(E) W18X35(E) W18X35(E) W16X26(E) W18X35(E) W18X35(E) W18X35(E) W18X35(E) W16X26(E) W16X26(E) W21X44(E) W16X26(E) W16X26(E) W18X40(E) W18X40(E) W18X40(E) W18X40(E) W16X31(E) W16X31(E) W16X31(E) W16X26(E) W16X26(E) W18X35(E) W18X35(E) W12X19(E) W12X19(E) W12X19(E) W12X19(E) W12X19(E) W12X19(E) W18X40(E) W18X40(E) W18X40(E) W18X40(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W12X19(E) W12X19(E) W12X19(E) W12X19(E) W12X19(E) W12X19(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W12X19(E) W12X19(E) W12X19(E) W12X19(E) W12X19(E) W12X19(E) W12X19(E) W14X22(E) W14X22(E) W14X22(E) W10X12 (E) W10X12(E) W12X14(E) W10X12(E) W10X12(E) W14X22(E) W14X22(E) W16X26(E) W21X44(E) W10X12(E) W10X12(E) W12X19(E) W12X19(E) W12X19(E) W12X19(E) W12X19(E) W12X19(E) W12X19(E) W18X35(E) W12X19(E) W16X31(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W18X35(E) W12X19(E) W12X19(E) W12X19(E) W12X19(E) W12X19(E) W12X19(E) W12X19(E) W12X19(E) W10X12(E) W12X14 (E) W12X14 (E) W12X14(E) W14X22(E) W12X19(E) W12X19(E) W14X22(E) W8X10(E) W8X10(E) W8X10(E) W8X10(E) W8X10 (E) W8X10 (E) W8X10 (E) W8X10 (E) W8X10(E) W8X10(E) W8X10 (E) W8X10 (E) W8X10 (E) W8X10TYP.,SEE NOTE 5TYP.,SEENOTE 5TYP.,SEENOTE 5TYP.,SEENOTE 5(E) W16X26(E) W12X14(E) W12X14(E) W16X26(E) W16X26 (E) W16X26(E)HSS8X4X1/4(E)HSS8X4X1/4(E) HSS4X4X1/4(E) HSS6X6X5/16TYP. TYP. (E) W8X10(E) W8X10(E) W8X10(E) W8X10W10X12 W10X12W10X12W10X12W10X12W10X12W8X10W8X10W8X10 W8X10W8X10W8X10W8X10W8X10W8X10W8X1019S4013S1043S1043S1043S104(E) W16X262"⌀STANDARD PIPE COLUMNS, TYP. FOR ALLW8x10W8x10W8x10W8x10W8x10W8x10W8x10W8x10W8X10W8X10W8X10W8X10W8X10W8X10W8X10W8X10W8X10W8X10W8x10W8x10W8x10W8x10W8x10S4015W8x10W8x10W8x10W8x10W8x10W8x10W8x10W8x10S1022TYP.S1022TYP.2S301~~~~~(E) CURVED HSS8X16x1/41S301WEST ELEVATION3S301SOUTH ELEVATIONEAST ELEVATION4S301NORTH ELEVATIONSEE NOTE 8SEE NOTE 81S404SIM1S4041S4041S4041S404SIM1S404SIM1S4041S404SIMNOTES:1. SEE ARCH. DWGS. FOR ALL DIMENSIONS NOT SHOWN.2. SEE ARCH. AND MEP. DWGS. FOR EXACT LOCATION OF EQUIPMENT AND DUCT OPENINGS.3. REMOVE (E) FURRING, (E) DECORATION, (E) ROOFING, (E)CEILING, (E) EQUIPMENT, (E) FIXTURES, (E) UTILITIES, (E)CONDUITS, (E) PIPING & (E) ARCH. ITEMS WHERE NECESSARYFOR NEW CONSTRUCTION. THEN INSTALL NEW FINISHES PERARCH. DWGS.4. MODIFY, REROUTE OR RELOCATE (E) EQUIPMENT, (E) FIXTURES,(E) UTILITIES, (E) CONDUITS & (E) PIPING WHERE NECESSARY TOACCOMMODATE NEW CONSTRUCTION (AVOIDINGINTERFERENCE).5. ADD 3/4" Ø (1/2" Ø EFFECTIVE) PUDDLE WELD AT EXISTING METAL DECK TO ALL STEEL BEAMS AT GL A, G, 3.1, AND 12 PER 3/S104.6. SEE 'AS-BUILT CONDITIONS NOTES' ON S001-GENERAL NOTES.7. WHERE EXISTING PRECAST PANEL TIE-BACK CONNECTIONS ARE DAMAGED OR MISSING, CONTRACTOR SHALL PROVIDE REPLACEMENT STEEL ELEMENTS OR NEW TIE-BACK CONNECTION PER DETAIL 5 / S406. CONTRACTOR SHALL ASSUME 14 EXISTING TIE-BACK CONNECTIONS BELOW THE PANELS AT THE ROOF LEVEL REQUIRE REPLACEMENT FOR BIDDING PURPOSES.8. CONTRACTOR SHALL VERIFY (E) BEAM CONNECTIONS AT NORTH STAIRWELL TO MAIN STRUCTURE ARE CONSTRUCTED WITH MINIMUM 4 7/8"Ø BOLTS. NOTIFY ENGINEER IF (E) CONSTRUCTION DIFFERS. IT SHALL BE ASSUMED FOR BIDDING PURPOSES THAT THE (E) CONNECTION REQUIRES REPLACEMENT OF ALL 4 BOLTS.LEGEND:INDICATES MOMENT FRAME CONNECTION,SEE SPECIFIC DETAILSINDICATES DRAG CONNECTION,SEE SPECIFIC DETAILSNUMBER IN PARENTHESES AFTER BEAM DESIGNATION INDICATES NUMBER OF WELDED STUDS ALONG BEAM(XX)CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:1/8" = 1'-0"S204ROOF FRAMING PLANCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.201/8" = 1'-0"1ROOF FRAMING PLANDATE SIGNED:NASNGI ALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020RE-SUBMITTAL - CYCLE 0211.25.20 HSS6X5X1/4HSS6X5X1/4HSS6X5X1/4HSS6X5X1/4HSS6X5X1/4HSS6X5X1/4HSS6X5X1/4HSS6X5X1/4HSS6X5X1/4HSS6X5X1/4HSS6X5X1/4HSS6X5X1/4HSS6X5X1/4HSS6X5X1/4HSS6X5X1/4HSS6X5X1/4HSS6X5X1/4HSS6X4X1/4HSS6X5X1/4HSS6X5X1/4HSS6X5X1/4HSS6X4X1/4TYP.9' - 6"3' - 6"3' - 6"1S407TYP.HSS6X5X1/41' - 2"8' - 9"D2NOTES:1. SEE ARCH. DWGS. FOR ELEVATIONS AND ALL DIMENSIONS NOT SHOWNLEGEND:AT CARPORT LOCKER AREA USEVERCO 20 GAGE HSB-36 DECK. SEE DETAIL 2/S104 FOR WELDING OF STEEL DECK TO STEEL BEAMS.AT ENTRANCE CANOPY AREA USEVERCO 20 GAGE HSB-36-SS DECK W/ 36/4 PATTERN #12 SS SMS AT ALL SUPPORTS AND #10 SS SMS SIDELAP CONNECTIONS @ 12" O.C. SEE 11/S104D2D3J89(E) BUILDING COLUMN(E) BUILDING FRAMING, TYP.HSS6X2X1/8HSS6X2X1/8HSS6X2X1/8HSS6X2X1/8HSS6X2X1/8HSS6X2X1/8HSS6X2X1/8HSS6X2X1/8HSS6X2X1/8HSS6X2X1/8HSS6X2X1/8HSS6X2X1/8HSS6X2X5/16C6X8.2HSS4X2X1/8 FLATHSS12X4X3/16PER ARCH'L DRAWINGSPER ARCH'L DRAWINGSC6X8.2C6X8.2HSS 4X2X1/8 FLATHSS 12X4X3/16METAL DECKAREA OF NOEXTERIOR FACE OF EXISTING PRECAST PANELSHSS6X2X1/8HSS6X2X1/8TYP.4" GAPEQUALLY SPACED (13) SPACESD37S407O.H.7S4076S407TYP.S4074TYP.10S407HSS6X2X5/16CAMBER +3/4"CAMBER +3/4"CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:As indicatedS205PARTIAL ROOF FRAMING PLANSCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.203/8" = 1'-0"2LOCKER AREA ROOF FRAMING PLAN1/2" = 1'-0"1ENTRANCE CANOPY ROOF FRAMING PLANNDATE SIGNED:NASNGI ALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020NNOTE:ALL STEEL MEMBERS OF THE ENTRANCE CANOPY ABOVE GRADE SHALL BE ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS) CATEGORY 4.RE-SUBMITTAL - CYCLE 0211.25.20 GGFFEEDDCCBBAAAAAA1122333.13.1445566778899101011111212131339' - 5"28' - 8"23' - 8"8' - 4"28' - 0"4' - 0"28' - 0"4' - 0"SW4PNLL1ASW1SG1PNLRPTCC1TR6BP1PNLEL1ATR3PNLP1BPNLEP1AE-M2TR2SW3CIS1SW2UPS1DS1AHU1E-M1TR4PNLEP1BE-M3CP1CP2CP3CP4DS3DS4IT-M5RACK11IT-M6IT-M2IT-M3PNLUPS-BIT-M4RACK7RACK8RACK10RACK9RACK1RACK2IT-M1RACK5RACK4RACK3RACK12RACK6RACK13ATS1ST2ST3ST1ELEV1DS8DS9UPS2PNLX2ELEV2FPH1VB12VB10FP2VBH2VBH1VB11VB26VB25VBH24VBH27VB28FPH3VBH22VB20VB67VBH21VB29VB30VBH19VB31VBH18VBH17VBH16VBH13VB15VBH3VBH4VBH8VBH9VBH5VB7VBH6VBH3212' - 0" 5' - 2"10"12' - 0"24' - 0"24' - 0"48' - 0"24' - 0"24' - 0"12' - 0"12' - 0"12' - 0"TR1FPH6NEC1ACE4ACE3NOTES:1. SEE S500 FOR SCHEDULE OF EQUIPMENT AND ANCHORAGE DETAILS.2. SEE ARCH. AND MEP DWGS. FOR NEW EQUIPMENT AND INFO NOT SHOWN.3. CONTRACTOR SHALL PROVIDE DESIGN OF SEISMIC BRACING FOR APPROXIMATELY 180 LINEAR FEET OF BOTH NEW AND EXISTING DUCTWORK AT THIS FLOOR IN ACCORDANCE WITH THE REQUIREMENTS AND DETAILS ON S600 THROUGH S615 FOR LATERAL FORCE FACTOR OF Fp = 0.75g. DETAILS APPLICABLE TO A LARGER FORCE FACTOR MAY BE USED. SHOP DRAWINGS SHOWING BRACING DESIGN AND LOCATIONS SHALL BE PROVIDED TO THE SEOR FOR REVIEW.4. CONTRACTOR SHALL PROVIDE DESIGN OF SEISMIC BRACING FOR APPROXIMATELY 450 LINEAR FEET OF BOTH NEW AND EXISTING ELECTRICAL CONDUIT AT THIS FLOOR IN ACCORDANCE WITH THE REQUIREMENTS AND DETAILS ON S600 THROUGH S615 FOR A LATERAL FORCE FACTOR OF Fp = 0.50g. DETAILS APPLICABLE TO A LARGER FORCE FACTOR MAY BE USED. SHOP DRAWINGS SHOWING BRACING DESIGN AND LOCATIONS SHALL BE PROVIDED TO THE SEOR FOR REVIEW.5. CONTRACTOR SHALL PROVIDE DESIGN OF SEISMIC BRACING FOR APPROXIMATELY 4,500 LINEAR FEET OF BOTH NEW AND EXISTING PIPING AT THIS FLOOR IN ACCORDANCE WITH THE REQUIREMENTS AND DETAILS ON S600 THROUGH S615 FOR A LATERAL FORCE FACTOR OF Fp=0.75g. DETAILS APPLICABLE TO A LARGER FORCE FACTOR MAY BE USED. SHOP DRAWINGS SHOWING BRACING DESIGN AND LOCATIONS SHALL BE PROVIDED TO THE SEOR FOR REVIEW.6. CONTRACTOR SHALL PROVIDE DESIGN OF SEISMIC BRACING FOR APPROXIMATELY 5,600 LINEAR FEET OF BOTH NEW AND EXISTING FIRE SPRINKLER PIPING AT THIS FLOOR IN ACCORDANCE WITH THE REQUIREMENTS AND DETAILS ON S600 THROUGH S615 FOR A LATERAL FORCE FACTOR OF Fp=0.50g. DETAILS APPLICABLE TO A LARGER FORCE FACTOR MAY BE USED. SHOP DRAWINGS SHOWING BRACING DESIGN AND LOCATIONS SHALL BE PROVIDED TO THE SEOR FOR REVIEW.7. CONTRACTOR SHALL VERIFY CONSTRUCTION OF (E) CEILING TO REMAIN AND PROVIDE SUPPORT OR BRACING RETROFIT AS REQUIRED. AREA OF REMAINING GYP BOARD CEILING AT THIS LEVEL = APPROX. 8,300 SQUARE FEET. SEE S409 AND S410 FOR (E) CEILING RETROFIT REQUIREMENTS.8. THE LATEST VERSION OF ALL APPLICABLE CODES AND STANDARDS SHALL BE USED FOR DESIGN OF THE SEISMIC BRACING. SUPPORT AND BRACING FOR ALL FIRE SPRINKLER PIPING SHALL BE IN ACCORDANCE WITH THE LATEST VERSION OF NFPA.9. CONSTRUCTION TOLERANCE FOR ANGLES OF ALL BRACES SHALL BE LIMITED TO +/- 5 DEGREES IN PLANE OR OUT OF PLANE.LEGEND:MEP EQUIPMENT. SEE SCHEDULE ON S500 FOR ANCHORAGE REQUIREMENTS.XX(E) SUSPENDED ACOUSTICAL TILE CEILING TO REMAIN(E) GYP BOARD CEILING TO REMAIN(E) METAL STUD PARTITION WALLS TO REMAINCIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:1/8" = 1'-0"S206GROUND FLOOR EQUIPMENT PLANCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.201LEVEL 1 EQUIPMENT PLANDATE SIGNED:NASNGI ALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020RE-SUBMITTAL - CYCLE 0211.25.20 ABCDEFGHAAHGFEDCBAAA1122333.13.14455667788991010111112121313PNLL2ACIS2PNLEL2APNLP2APNLEP2ATR5DS2PNLX1AHU2AHU3E-M4RACK14RACK15CP5DS6DS5DS7CP6CP7CP839' - 4 1/2"28' - 7 1/2"23' - 8"8' - 4"28' - 0"4' - 0"28' - 0"4' - 0"12' - 0" 5' - 2" 10" 12' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"12' - 0"12' - 0"12' - 0"FPH5FC2FC3VBH64VBH61VBH60VBH59VBH53VBH50VBH48VBH47VBH65VBH46VBH44VBH43VBH42VBH39VBH38VBH37VBH66VBH41VBH49FC4VBH33VBH35VBH36VBH58VBH52VBH45VBH40VBH34NOTES:1. SEE S500 FOR SCHEDULE OF EQUIPMENT AND ANCHORAGE DETAILS.2. SEE ARCH. AND MEP DWGS. FOR NEW EQUIPMENT AND INFO NOT SHOWN.3. CONTRACTOR SHALL PROVIDE DESIGN OF SEISMIC BRACING FOR APPROXIMATELY 180 LINEAR FEET OF BOTH NEW AND EXISTING DUCTWORK AT THIS FLOOR IN ACCORDANCE WITH THE REQUIREMENTS AND DETAILS ON S600 THROUGH S615 FOR LATERAL FORCE FACTOR OF Fp = 0.75g. DETAILS APPLICABLE TO A LARGER FORCE FACTOR MAY BE USED. SHOP DRAWINGS SHOWING BRACING DESIGN AND LOCATIONS SHALL BE PROVIDED TO THE SEOR FOR REVIEW.4. CONTRACTOR SHALL PROVIDE DESIGN OF SEISMIC BRACING FOR APPROXIMATELY 450 LINEAR FEET OF BOTH NEW AND EXISTING ELECTRICAL CONDUIT AT THIS FLOOR IN ACCORDANCE WITH THE REQUIREMENTS AND DETAILS ON S600 THROUGH S615 FOR A LATERAL FORCE FACTOR OF Fp = 0.50g. DETAILS APPLICABLE TO A LARGER FORCE FACTOR MAY BE USED. SHOP DRAWINGS SHOWING BRACING DESIGN AND LOCATIONS SHALL BE PROVIDED TO THE SEOR FOR REVIEW.5. CONTRACTOR SHALL PROVIDE DESIGN OF SEISMIC BRACING FOR APPROXIMATELY 4,500 LINEAR FEET OF BOTH NEW AND EXISTING PIPING AT THIS FLOOR IN ACCORDANCE WITH THE REQUIREMENTS AND DETAILS ON S600 THROUGH S615 FOR A LATERAL FORCE FACTOR OF Fp=0.75g. DETAILS APPLICABLE TO A LARGER FORCE FACTOR MAY BE USED. SHOP DRAWINGS SHOWING BRACING DESIGN AND LOCATIONS SHALL BE PROVIDED TO THE SEOR FOR REVIEW.6. CONTRACTOR SHALL PROVIDE DESIGN OF SEISMIC BRACING FOR APPROXIMATELY 5,600 LINEAR FEET OF BOTH NEW AND EXISTING FIRE SPRINKLER PIPING AT THIS FLOOR IN ACCORDANCE WITH THE REQUIREMENTS AND DETAILS ON S600 THROUGH S615 FOR A LATERAL FORCE FACTOR OF Fp=0.50g. DETAILS APPLICABLE TO A LARGER FORCE FACTOR MAY BE USED. SHOP DRAWINGS SHOWING BRACING DESIGN AND LOCATIONS SHALL BE PROVIDED TO THE SEOR FOR REVIEW.7. CONTRACTOR SHALL VERIFY CONSTRUCTION OF (E) CEILING TO REMAIN AND PROVIDE SUPPORT OR BRACING RETROFIT AS REQUIRED. AREA OF REMAINING SUSPENDED ACOUSTICAL TILE CEILING AT THIS LEVEL = APPROX. 3,000 SQUARE FEET. AREA OF REMAINING GYP BOARD CEILING AT THIS LEVEL = APPROX. 5,700 SQUARE FEET. SEE S409 AND S410 FOR (E) CEILING RETROFIT REQUIREMENTS.8. THE LATEST VERSION OF ALL APPLICABLE CODES AND STANDARDS SHALL BE USED FOR DESIGN OF THE SEISMIC BRACING. SUPPORT AND BRACING FOR ALL FIRE SPRINKLER PIPING SHALL BE IN ACCORDANCE WITH THE LATEST VERSION OF NFPA.9. CONSTRUCTION TOLERANCE FOR ANGLES OF ALL BRACES SHALL BE LIMITED TO +/- 5 DEGREES IN PLANE OR OUT OF PLANE.LEGEND:MEP EQUIPMENT. SEE SCHEDULE ON S500 FOR ANCHORAGE REQUIREMENTS.XX(E) SUSPENDED ACOUSTICAL TILE CEILING TO REMAIN(E) GYP BOARD CEILING TO REMAIN(E) METAL STUD PARTITION WALLS TO REMAINCIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:1/8" = 1'-0"S2072ND FLOOR EQUIPMENT PLANCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.201LEVEL 2 EQUIPMENT PLANDATE SIGNED:NASNGI ALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020RE-SUBMITTAL - CYCLE 0211.25.20 123456789101112133.1ABCDEFGHHGFEDCBA1233.145678910111213PVPVPVPVACE1ACE2PVPVNOTES:1. SEE ARCH. DWGS. FOR ALL DIMENSIONS NOT SHOWN.2. SEE ARCH. AND MEP DWGS. FOR NEW ROOFTOP EQUIPMENT AND INFO NOT SHOWN. 3. VERIFY LOCATION OF ALL (E) EQUIPMENT IN FIELD.4. REMOVE (E) FURRING, (E) DECORATION, (E) ROOFING, (E) CEILING, (E) EQUIPMENT, (E) FIXTURES, (E) UTILITIES, (E) CONDUITS, (E) PIPING & (E) ARCH. ITEMS WHERE NECESSARY FOR NEW CONSTRUCTION, THEN INSTALL NEW FINISHES PER ARCH. DWGS.5. MODIFY, REROUTE OR RELOCATE (E) EQUIPMENT, (E) FIXTURES, (E) UTILITIES, (E) CONDUITS, & (E) PIPING WHERE NECESSARY TO ACCOMODATE NEW CONSTRUCTION (AVOIDING INTERFERENCE).LEGEND:MEP EQUIPMENT. SEE SCHEDULE ON S500 FOR ANCHORAGE REQUIREMENTS.XCIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:1/8" = 1'-0"S208ROOF EQUIPMENT PLANCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.201ROOF EQUIPMENT PLANDATE SIGNED:NASNGI ALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020RE-SUBMITTAL - CYCLE 0211.25.20 Level 10' -0"Level 213' -6"456789Roof Level27' -0"S4032S40310S4039S4031S40310S4039(E) W24X68(E) W24X68(E) W24X68(E) W24X68(E) W27X94(E) W18X35(E) W18X35(E) W18X35(E) W18X35(E) W18X35(E)W18X119(E)W18X119(E)W18X119(E)W18X119(E)W18X119(E)W18X119O.H.O.H.TYP.TYP.24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"Level 10' -0"Level 213' -6"GFDBARoof Level27' -0"S40310S4039S4032S4031O.H.O.H.TYP.TYP.S40310S4039(E) W24X84(E) W24X94(E) W24X94(E) W18X40(E) W18X40(E) W18X40(E) W18X40(E) W24X84(E)W18X119(E)W18X119(E)W18X119(E)W18X119(E)W18X11928' - 0"32' - 0"32' - 0"28' - 7 1/2"Level 10' -0"Level 213' -6"5678910Roof Level27' -0"S40310S4039S4032S4031S40310S4039(E) W18X35(E) W18X35(E) W18X35(E) W18X35(E) W18X35(E) W27X94(E) W24X68(E) W24X68(E) W24X68(E) W24X68(E)W18X119(E)W18X119(E)W18X119(E)W18X119(E)W18X119(E)W18X119O.H.O.H.TYP.TYP.24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"Level 10' -0"Level 213' -6"GFDBARoof Level27' -0"28' - 7 1/2"32' - 0"32' - 0"28' - 0"(E) W18X40(E) W18X40(E) W18X40(E) W18X40(E) W24X84(E) W24X94(E) W24X94(E) W24X84(E)W18X119(E)W18X119(E)W18X119(E)W18X119(E)W18X119S40310S4039S4032S4031S40310S4039TYP.TYP.O.H.O.H.CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:1/8" = 1'-0"S301ELEVATIONSCARLSBAD SAFETY AND SERVICE CENTERAuthorChecker2560 ORION WAYCARLSBAD, CA 920101WEST ELEVATION2SOUTH ELEVATION3EAST ELEVATION4NORTH ELEVATIONNOTES:1. CONTRACTOR TO CUT OPENINGS IN EXTERIOR PANELS AS REQUIRED TO ACCESS EXISTING STEEL FRMAING, SEE ARCH. DWGS.2. SEE DETAILS 1 AND 2 / S403 FOR ADJUSTMENT OF PRECAST PANEL CONNECTIONS.RE-SUBMITTAL - CYCLE 0211.25.20 3"CLR., TYP#4 @ 18" O.C.,EA. WAY, TOP & BOT.F.G.6" CONC. PADPER 8/S101GENERATOR PERELEC. DWGS.SLOPE PER ARCHSLOPE PER ARCH6"6" MAX.4" MIN.TYP.4 1/2" MIN.1/2"Ø SS 316 HILTI KB-TZ W/ 3 1/4" EFFECTIVE EMBED, TYP. OF(8) MIN. EA. SIDE, (16) MIN. TOTAL (ICC ESR-1917)CLR.3"(2) #8(2) #8#4 STIRRUPS @ 8" O.C.CONC. S.O.G. PER PLANPER PLANMIN.1' - 0"#5 DOWELS @ 12" O.C.CLR. 1 1/2"CLR. 3 "TYP.3" CLR.NOTE:SEE 3/- FOR GRADE BEAM/PILE INTERFACE.11(E) CONC. S.O.G.#4 DOWELS @ 16" O.C. EA WAY, SEE 16/S101, TYP.(E) STAIR STRINGERCUT (E) ANGLE ANDINSTALL NEWANGLE, SEE NOTES1/2"Ø BOLTCENTERED IN 9/16"x6"LONG SLOTTED HOLEL5x3x1/4 x9" LONG (LLV)NOTES:1. PROVIDE NEW CONNECTION AT BOTH STAIR STRINGERS.2. REMOVE NUT AND WASHER FROM (E) CONCRETE ANCHORS. CUT HORIZONTAL LEG OF (E) STEEL ANGLE AND REMOVE, LEAVING (E) CONCRETE ANCHORS IN PLACE. DO NOT CUT OR DAMAGE (E) CONCRETE ANCHORS.3. INSTALL NEW ANGLE OVER (E) CONCRETE ANCHORS(E) CONC. S.O.G.6S400(E) CONC. S.O.G.(E) STAIR STRINGER1/2" TEFLONMATERIAL(E) 5/8"Ø ANCHORS TO REMAIN, SEE 7/-(E) LEG OF L3x3 WELDEDTO STRINGER, TO REMAINSECTIONLAP SPLICESEE 14/S103#5 @ 18" O.C.#6 TYP., (8 @ BOT.& 1 @ TOP)CONT. FTG.#5#6 @ 16" O.C. CENTERED(VERT.) TYP.#5 @ 24" O.C. CENTERED(HORIZ.) TYP.8" THK. SOLID GROUTEDCMU WALL W/ SPECIALINSPECTIONCONC. CAP, S.A.D.DOWEL TO MATCH VERT.REINF. (SIZE, NUMBER &LOCATION)90° STD.HOOK, TYP.5/8" THK. COMPRESSIBLEMATERIAL,TYP.T.O.F.6" CONC. TOPPING W/ #4 16" O.C. EA WAY, TYPF.G.4" CONC. PAD, PER 8/S101SLOPE PER ARCH8' - 10"PER PLANCLR.3"CLR. TYP.3"PER PLANPER PLANTYP. 0 "CLR.2"3 1/2".CLR.1"TOP OF CONC. S.O.G.CONC. GRADEBEAMCONC. PILE(TYP. REINF. NOT SHOWN FOR CLARITY)TYP. REINF.90° STD. HOOK, TYP.MIN.1' - 0"MIN.1' - 4" 4"2S400NOTE: SEE 2/- AND 13/- FOR FDN. REINF.CONC. PILEHSS OR PIPE COL. PER PLAN(3) #4 TIES @2" O.C.(8) #6 VERT.90° STD.HOOK TYP.#4 CIRCULAR TIES(W/ 135° STD. HOOK)@ 12" O.C.℄OF COL. & PILEHSS COL. OR PIPE(CONC. FILLEDBELOW GRADE)3/4" ∅x 5" LONG HEADED STUDS @ 12" O.C. WELDED TO HSS COL.,TYP. 2 SIDESAAA-APER PLANCLR.3"TYP.3" CLR.CLR.6"CLR.3"PER PLAN3"CONC. S.O.G.(E) CONC. S.O.G.(E) CONC. S.O.G.#4 DOWELS @ 16" O.C. EA WAY, SEE 16/S101, TYP.CONC. S.O.G.2"MAX.6"1' - 0"5/8" THK. COMPRESSIBLE MATERIAL, TYP.CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:As indicatedS400FOUNDATION DETAILSCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20NO SCALE1GENERATOR FOUNDATION DETAILSNO SCALE2TYP. GRADE BEAM DETAILNO SCALE7STAIR CONNECTION DETAILNO SCALE6STAIR CONNECTION SECTIONDATE SIGNED:NASNGI ALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020NO SCALE11CARPORT MASONRY WALL & FOUNDATIONNO SCALE4TYP. CONC. GRADE BEAM AT PILE CAPNO SCALE13CIDH PILE - SECTIONS AND ELEVATIONRE-SUBMITTAL - CYCLE 0211.25.20 (E) W14x22L3x3x1/4 L3x3x1/4 Cx W/ 3/8"Ø BOLTS @ 4'-0" O.C. MAX. TO FOLDING PARTITION TRACKFOLDING PARTITIONTOP TRACK (PER MFR)(E) W14x22PL 3/8"x 6"L3x3x1/4 3/163/163/163/163/163/163/1623/162CLIP AND BENT ANGLE LEG3/163/163/162 MIN.M A X .4 5 °MAX. 12"TYP.3/4" MAX.STUD WALL PERARCH. DWGS.(E) CONC. FILLEDMETAL DECK0.157" Ø HILTI X-UFASTENERS (ICCESR-2269) @ 12" O.C.(E) STEEL BEAM(E) STEELANGLEAT 4'-0" O.C.SEISMIC JOINT COVERPER ARCH. DWGS(E) COMMUNICATIONSCENTER STRUCTUREAND ROOFINGCONT. L4x4x1/4(E) 16 GAGE CONT. CLOSURE PL.T.O.F.FSEE ARCH DWGS.1/83-12V.I.F.11" CLR.C6x8.2 (LOW)(E) W21x44(E) W21x62(E) W21x62(E) W21x44(E )HSS6x6x3/16TYP.9FDLONGITUDINAL BRACE EA. ENDMIN. 3 TRANSVERSE BRACESMAX. TYP.SKEWED30.0°1S4017S401EQEQTYP.(E) BEAM PER PLANCx PER 5/-FOLDING PARTITIONTRACK (PER MFR)PL 3/8"x6" x4" LONG CENTERED IN Cx3/162CLIP AND BEND ANGLE LEG3/1623/162TRANSVERSE BRACE PER 1/-VERTICAL ANGLE PER 1/-CLIP AND BEND ANGLE LEG AS REQUIRED3/163/16MAX.45°MIN. 1"MAX. 1' - 0"HSS6x2x1/4600T162-43 W/(2) #10 @ 16" O.C.PL. 3/16"x3" @ 32" O.C. W/ (2) 3/8"⌀HILTI KB-TZ BOLTS W/ 2 3/4" EMBED6"x16" GA. SLIP TRACK W/ (2) #12 TO EA. PL.(E) CONC. SLABTOP BETWEEN SUPPORTSIN-LINE POSTCORNER POSTHSS6x6x1/4HSS6x6x1/4BASEPLATEBASEPLATE1/41/4600T150-54 TRACK TYP. (SIM.)11S40111S4011/4P.J.P.1/41/41" 4"1"1 1/2" 1 1/2" 6" 1 1/2"1 1/2"600T 150-54 TRACK BETWEEN POSTS1/41/4P.J.P.NOTE:ASSEMBLY AT 4'-0" O.C..HSS6x2x1/4(E) CONC. SLABTOP OF WALL(E) CONC. SLABHSS2x2x1/4WT5x24.5 x20"± W/ (4) 3/8"⌀HILTI KB-TZ BOLTS W/ 2 3/4" EMBED (6" GA.), TYP.HSS2x2x1/4TURN BRACKET 90° WHERE DECK RUNS PERPENDICULAR TO PARTITION3/163"3/16 3"3/16 3"3/16 3"3/16 3"3/16 3"3/16BUILT-UP 600S162-54 W/ 600T150-54HSS3x2x3/16 FLATBASE PLATE 1/2" THK. W/ (4) 3/8"⌀HILTI KB-TZ BOLTS W/ 2" EFFECTIVE EMBED, TYP. (ICC ESR-1917)HSS6x6x1/4 @ 4'-0" O.C.(E) CONC. SLAB1/41/41/8 2"1/8 2"(4) #12 SCREWS EA.SIDE OF SPLICEHSS POST600S162-54 W/(2) #12 @ 12" O.C.SPLICE WHEREOCCURSHSS POST BELOWSECTION 1SECTION 2ELEVATION -SECTION-Sec.1-Sec.210S401℄OF Wx 5/165/16℄OF HSS TYP. (E) HSST.O. 2ND FLOOR V.I.F. 12" ±℄OF HSS (E) Wx(E) HSS(E) HSSV.I.F.1/2" CLR.L3x3x1/2 x 4" LONG W/ (2) 1/2" THK STIFFENER PLATES 2" O.C.1/41/414S401T.O. 2ND FLOOR V.I.F. 12" ±℄OF HSS (E) HSS(E) HSS(E) HSSV.I.F.7 1/2" CLR.1/2" THK x4" PLATE W/ 1/2" THK STIFFENER PLATE CENTERED18S401(E) Wx W/ 1/4" STIFFENER PLATES1/41/4L6x3x1/2 x 4" LONG W/ (2) 1/2" THK. STIFFENER PLATES 2" O.C.5/165/16TYP. ℄OF STIFF. PL ℄OF HSS V.I.F.5 1/4" ±1/41/41/41/4 1/2"(E) HSS(E) WxPER PLANWT PER PLAN1/42"@8"1/42"@8"(E) CONC. OVER METAL DECK(E) ANGLEREMOVE WHERE INTERFERES WITH NEW REINFORCEMENT1/43/8"x3" CONT.BEARING PLATE1/43/8" PL. @ 24"C/CCONC. OVER METAL DECKLevel 2GRIDLAP SPLICEX X X X#4 EPOXY DOWELS AT 16" O.C.#4 EPOXY DOWELS AT 16" O.C.(E) WxPER PLANWT PER PLAN1/42"@8"1/42"@8"(E) CONC. OVER METAL DECKLevel 2GRIDA-AV.I.F. 1' - 4" TYP.TYP.2" MIN.MAX. 5" SQUARE OPENING CUT INTO (E) PRECAST PANEL, DO NOT CUT THROUGH BACKING STUDS, TYP.(E) PRECAST CONC. PANEL W/ BACKING STUDL4x4x1/4 EA. SIDE OF DUCT3' - 6" MAX.(E) DECK AT ROOF OR 2nd FLR.(E) PRECAST CONC. PANEL℄BM.(E)W BM.FINISH PER ARCH.20 GA. STL STUDS PER ARCH.(2) #10 SMS, TYP. EA. ANGLE16 GA. BENT PL. W/ (2) #10 SMS TO TRACK & ANGLE362T125-33 TRACK W/ #10 SMS EA. FLANGE TO STUDS, TYP. ALL AROUND(3) #10 SMS TO DUCT MIN., TYP. EA. ANGLEAA3/163/16PER MECHANICALEXTERIOR DUCTNOTE: SEE MECH. DWGS. FOR LOCATION OF DUCTWORK.CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:As indicatedS401SECTIONS AND DETAILSCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20NO SCALE1FOLDING PARTITION TRANSVERSE BRACINGNO SCALE8SEISMIC JOINT DETAILNO SCALE5FOLDING PARTITION TOP CONN. PARTIAL PLANNO SCALE7FOLDING PARTITION LONGITUDINAL BRACINGDATE SIGNED:NASNGI ALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020NO SCALE9METAL STUD TOP BETWEEN SUPPORTS DETAILNO SCALE10METAL STUDS AT POSTNO SCALE12METAL STUD AT TOP OF WALL DETAILNO SCALE11METAL STUD DETAIL AND SECTIONNO SCALE14CONNECTION DETAILNO SCALE13EXISTING ENTRANCE STRUCTURE - CONNECTIONNO SCALE17(E) ENTRANCE STRUCTURE CONNECTION DETAILNO SCALE18CONNECTION DETAILNO SCALE2SECTION 1NO SCALE3SECTION 2NO SCALE19EXTERIOR DUCT SUPPORTRE-SUBMITTAL - CYCLE 0211.25.20 ℄OF BEAM & COL.A1' - 1 1/2" ±(E) TUBE COL.(E) PRECAST PANEL(E) (8) 7/8" ⌀BOLTS(E) TUBE COL.(E) 1/2" GUSSET PL(E) FULL DEPTH STIFF. CONN.(E) FULL DEPTH STIFF. PL BEYOND(E) W21 (E) W24(E) W21 1/481/48(E) 1/2" GUSSET PL 1' - 3" ± 1' - 3" ±(E) W21 SLOPING(E) W21 1/41/4(E) W24 ℄OF BEAM A1' - 1 1/2" ±4℄OF BEAM PLANSECTION DETAIL(E) PRECAST PANEL(E) (6) 7/8"Ø BOLTSNOTE: ALL INFORMATION SHOWN IN THIS DETAIL REPRESENTS AN EXISTING CONDITION. CONTRACTOR SHALL VERIFY THE GEOMETRY, BOLTS, AND WELDS OF THIS CONNECTION. NOTIFY SEOR IF DETAILS OF THE EXISTING CONNECTION DIFFER, OR IF ANY ELEMENTS OF THIS CONNECTION ARE DAMAGED OR DETERIORATED. CONTRACTOR SHALL ASSUME FOR BIDDING THAT ADDITIONAL FILLET WELDING OF PLATES MATCHING THE QUANTITY OF WELD SHOWN IN THE DETAIL IS REQUIRED.-22℄OF BEAM & COL.A(E) PRECAST PANEL(E) 1/2" STIFF. PL(E)W18 COL. BEYOND(E) W21 (E) W27(E) W21 1/481/481' - 1 1/2"(E) 1/2" STIFF. PL1/4℄OF BEAM A6℄OF BEAM (E) W21 (E) W27 (E) W21 (E) W24 (E) W18COL. 4"5/8" PL X DEPTH OF CONN.(E) PRECAST PANEL(E) 1/2" STIFF. PLTOP & BOT.1/4TYP.1/41/4TYP. STIFF. PL TO COL WEB AND FLANGE1' - 1 1/2"PLANSECTION DETAILNOTE: ALL INFORMATION SHOWN IN THIS DETAIL REPRESENTS AN EXISTING CONDITION. CONTRACTOR SHALL VERIFY THE GEOMETRY, BOLTS, AND WELDS OF THIS CONNECTION. NOTIFY SEOR IF DETAILS OF THE EXISTING CONNECTION DIFFER, OR IF ANY ELEMENTS OF THIS CONNECTION ARE DAMAGED OR DETERIORATED. CONTRACTOR SHALL ASSUME FOR BIDDING THAT ADDITIONAL FILLET WELDING OF PLATES MATCHING THE QUANTITY OF WELD SHOWN IN THE DETAIL IS REQUIRED .-113"1/2"3/8" PLATE, TYP.HSS 4x4x1/4HSS 4x4x1/4MIN.3"ERECTION BOLT(E) W14x22HSS 4x4x1/43/163/161/41/43/8" STIFF. PL3/163/161/41/43/8" PL.3/163/16ROOF LEVEL PER ARCH.B.O. CEILING PER ARCH.NOTE: SEE ARCH. DWGS. FOR GLASS WALL DETAILS113/163/161/41/43/163/161/41/43/163/16HSS 4x4x1/4HSS 2x2x1/4ERECTION BOLT(E) W14x22HSS 4x4x1/4(2) 3/8" PL.3" MIN.3" MIN.1/41/4PL. TO PL.3/163/16ERECTION BOLT3" MIN.3" MIN.3" MIN.3" MIN.3/163/163/8" PL.1/41/43/8" PL.ERECTION BOLT3/163/16ROOF LEVEL PER ARCH.B.O. CEILING PER ARCH.NOTE: SEE ARCH. DWGS. FOR GLASS WALL DETAILS3/8" PLATE, TYP.HSS 4x4x1/4HSS 4x4x1/4MIN.3"ERECTION BOLT, TYP.(E) W14x223/163/161/41/43/8" STIFF. PL3/163/161/41/43/8" PL.3/163/161/41/411HSS 2x2x1/41/2"3/8" PL.ROOF LEVEL PER ARCH.B.O. CEILING PER ARCH.NOTE: SEE ARCH. DWGS. FOR GLASS WALL DETAILS113/163/161/41/43/163/161/41/43/163/16HSS 4x4x1/4HSS 2x2x1/4ERECTION BOLT(E) W14x22HSS 4x4x1/4(2) 3/8" PL.3" MIN.3" MIN.1/41/4PL. TO PL.3/163/16ERECTION BOLT3" MIN.3" MIN.3" MIN.3" MIN.3/163/163/8" PL.3/8" PL.3/163/16ROOF LEVEL PER ARCH.B.O. CEILING PER ARCH.ERECTION BOLT1/41/4NOTE: SEE ARCH. DWGS. FOR GLASS WALL DETAILS113/163/16HSS 4x4x1/4HSS 2x2x1/4ERECTION BOLTERECTION BOLTERECTION BOLTMIN.3"(E) W14x223/163/161/41/43/8" STIFF. PL1/41/43/8" PL.3/8" PL.1/41/43/163/16ROOF LEVEL PER ARCH.B.O. CEILING PER ARCH.NOTE: SEE ARCH. DWGS. FOR GLASS WALL DETAILSCIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:1 1/2" = 1'-0"S402SECTIONS AND DETAILSCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20DATE SIGNED:NASNGI ALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020NO SCALE3EXISTING DRAG CONNECTION AT SALLY PORTNO SCALE1EXISTING DRAG CONNECTION AT SALLY PORTNO SCALE9GLASS WALL DETAIL 1NO SCALE11GLASS WALL DETAIL 2NO SCALE13GLASS WALL DETAIL 3NO SCALE15GLASS WALL DETAIL 4NO SCALE16GLASS WALL DETAIL 5RE-SUBMITTAL - CYCLE 0211.25.20 A-AAAAA11/4" FILLET WELD HOLDBACK, TYP.CORNER CLIP (STRAIGHT OR CURVED) 1/2" RADIUS MIN.ROLLING DIRECTION OFCONTINUITY PLATECONTINUITY PLATECONT. PL. TO COL WEB ANDFLANGE-CASCADE CJP1 (MAX.)℄CONTINUITYPLATECURVED CLIPSTRAIGHT CLIPWELDWELDk-AREANOTES:1. PROVIDE BACKING AT ALL WELDS TO COLUMN FLANGES WITH 5/16" FILLET UNDER BACKING. kTYP. 1 1/2"TYP. 1 1/2"TYP.kCLIPCORNER5/8D1.8D1.8 8" 5 "W.P.W.P.BUILT UP HAUNCH W/ 3/4" THK x6" WIDE FLANGE AND 3/8" THK WEB, GR 50 STEEL1/41/4D.C.D1.8D.C.NOTE: SEE 16/-FOR ACCESS HOLE REQUIREMENTS.NOTES: 1. CONTRACTOR TO DEMO ROOFING AND METAL DECK AND REPLACE IN KIND AS REQUIRED TO CONSTRUCT CONNECTION RETROFIT. 2. GOUGE OUT EXISTING WELD AT TOP AND BOTTOM BEAM FLANGE AND PREPARE JOINTS FOR NEW WELD.3. CJP GROOVE WELD TOP AND BOTTOM FLANGES. AT TOP FLANGE, EITHER (A) REMOVE WELD BACKING, BACKGOUGE, AND ADD 5/16" MIN FILLET WELD, OR (B) LEAVE BACKING IN PLACE AND ADD 5/16" FILLET UNDER BACKING. AT BOTTOM FLANGE, REMOVE WELD BACKING, BACKGOUGE, AND ADD 5/16" MIN FILLET WELD.4. EXISTING WELD ACCESS HOLE MAY REMAIN UNMODIFIED.5. REMOVE ALL EXISTING BOLTS, SCREWS, SHOTPINS, WELDS, OR OTHER CONNECTIONS WITHIN THE PROTECTED ZONE. REMOVAL OF (E) WELDS ON STEEL BEAM SHALL BE IN ACCORDANCE WITH AWS D1.8 CLAUSE 6.18. VERIFY NO HOLES OCCUR IN THE BEAM WITHIN THE PROTECTED ZONE. METAL DECK ARC SPOT WELDS TO THE TOP BEAM FLANGE MAY REMAIN.(E) ROOF DECK(E) W18x119FULL HT. STIFF. PL. (EA. SIDE) PER SCHEDULE1" THK CONTINUITY PL.EA SIDE,SEE 3/- FOR WELDS,TYP.HAUNCH PERDETAIL 7/-, TYP.D.C., TYP.11S403'db'/2PROTECTED ZONE'db'W.P.W.P.W.P.W.P.TYP.5/16D1.8, TYP.D1.8, TYP.'db'/2'db'/2'db'/2PROTECTED ZONEBRACE BEAM WHERE OCCURS PER PLAN W/ FUL DEPTH STIFF. PL., SEE 2/S102. TYP.(E) ROOF DECK(E) W18x1193/8" THK x2-1/4" WIDE FULL HT. STIFF. PL. (EA. SIDE) 1" THK CONTINUITY PL. EA SIDE, SEE 3/-FOR WELDS,TYP.HAUNCH PERDETAIL 7/-, TYPD.C.'db'/2'db'PROTECTED ZONE11S403W.P.W.P.5/16D1.8D1.8'db/2'BRACE W BM. WHERE OCCURS PER PLAN W/ FULL DEPTH STIFF. PL., SEE 2/S102NOTE: SEE 2/- FOR NOTESNOTE: SEE 16/- FOR ACCESS HOLE REQUIREMENTS.22NOTES: (AWS D1.8)1. BEVEL AS REQUIRED BY FOR THE WPS.2. tbf OR 1/2", WHICHEVER IS LARGER (PLUS 1/2 tbf OR MINUS 1/4 tbf).3. THE MINIMUM DIMENSION SHALL 3/4tbf, OR 3/4", WHICHEVER IS GREATER. THE MAXIMUM DIMENSION SHALL BE tbf (+1/4").4. 3/8" MINIMUM RADIUS (-0, +UNLIMITED).5. 3 tbf (±1/2").6. THE WELD ACCESS HOLE FINISH SHALL HAVE A SURFACE ROUGHNESS OF NOT MORE THAN 500 MICRO INCH AND SHALL BE FREE OF NOTCHES AND GOUGES. AWS C4.1, CRITERIA FOR DESCRIBING OXYGEN-CUT SURFACES, AND OXYGEN CUTTING SURFACE ROUGHNESS GAUGE, SAMPLE 4, MAY BE USED AS A GUIDE FOR EVALUATING ROUGHNESS OF THESE SURFACES.7. TOLERANCE SHALL NOT ACCUMULATE TO THE EXTENT THAT THE ANGLE OF ANGLE HOLE CUT TO THE FLANGE SURFACE EXCEEDS 25°.8. SEE NOTES # 4, 5 AND 6 UNDER FABRICATION.47tbf51347tbf51366PROTECTEDZONENOTE:1. THIS DETAIL IS INTENDED TO ILLUSTRATE THE LOCATION OF THE "WARNING SIGN" AT THE PLASTIC HINGING ZONE."It is PROHIBITED to attach and to causepenetration or damage to the plastic hinging zones of steel moment-frames. These PROHIBITED conditions include bolts, holes, screws, shot pins, welds and tack welds (permanent or temporary). Failure to comply with these requirements may cause the replacement of steel."WARNING SIGNDO NOT MOVE OR REMOVE THIS SIGNPAINT HATCHEDREGION WITHYELLOW PAINTTEXT MAY BE PRINTEDON EITHER LIGHT GAGEPLATE OR ADHESIVEMATERIAL AND SHALL BE AFFIXED TO BOTH SIDE OF THE BEAM WITHINTHE PROTECTED ZONE.℄COLUMNW BM. PERPLANCOL. PERPLANK+1 -1/2"TYP.1_4"TYP.K+1-1/2"TYP.1_4"TYP.K1TYP.K1TYP.℄OF BM.WELDING TYP.1/2" RADIUS TYP.STL. PL. W/NOTCHED CORNERSAS SHOWN TYP.(E) W BM.(E) Wx(E) W18x119D.C., TYP.CONTINUITY PLATE, MATCH FLANGE PLATE THKCONTINUITY PLATE, MATCH FLANGE PLATE THK(E) 3/8" PLATE6"6"D.C.D.C., TYP.'db'PROTECTED ZONE'db/2'1/28AS403SIM.8BS403SIM.NOTE: SEE 1/- FOR NOTES(E) Wx(E) W18x119(N) CONTINUITY PLATE, MATCH FLANGE PLATE THK(N) CONTINUITY PLATE, MATCH FLANGE PLATE THK(E) 3/8" PLATETYP.6"TYP.6"D.C., TYP.D.C., TYP.NOTES: 1. YIELD STRENGTH OF ALL STEEL PLATES SHALL NOT EXCEED 45 KSI 2. GOUGE OUT EXISTING WELD AT TOP AND BOTTOM BEAM FLANGE AND PREPARE JOINTS FOR NEW WELD.3. CJP GROOVE WELD TOP AND BOTTOM FLANGES. AT TOP FLANGE, EITHER (A) REMOVE WELD BACKING, BACKGOUGE, AND ADD 5/16" MIN FILLET WELD, OR (B) LEAVE BACKING IN PLACE AND ADD 5/16" FILLET UNDER BACKING. AT BOTTOM FLANGE, REMOVE WELD BACKING, BACKGOUGE, AND ADD 5/16" MIN FILLET WELD.4. EXISTING WELD ACCESS HOLE TO REMAIN UNMODIFIED.5. CONTRACTOR TO DEMO (E) CONCRETE FILLED METAL DECK AS REQUIRED TO CONSTRUCT CONNECTION RETROFIT. REMOVE ALL HEADED STUDS AND WELDS WITHIN THE PROTECTED ZONE IN ACCORDANCE WITH AWS D1.8 CLAUSE 6.18. REPLACE CONCRETE FILLED DECK IN KIND AFTER CONSTRUCTION OF THE CONNECTION RETROFIT. ONLY ARC SPOT WELDS MAY BE USED TO CONNECT REPLACEMENT METAL DECK TO STEEL BEAM WITHIN THE PROTECTED ZONE.6. REMOVE ALL EXISTING BOLTS, SCREWS, SHOTPINS, WELDS, OR OTHER CONNECTIONS WITHIN THE PROTECTED ZONE. REMOVAL OF (E) WELDS ON STEEL BEAM SHALL BE IN ACCORDANCE WITH AWS D1.8 CLAUSE 6.18. VERIFY NO HOLES OCCUR IN THE BEAM WITHIN THE PROTECTED ZONE. METAL DECK ARC SPOT WELDS TO THE TOP BEAM FLANGE MAY REMAIN.1/2TYP.'db'TYP.'db/2'TYP.PROTECTED ZONE8AS4038BS403D.C., TYP.TYP.7 1/2"1/8" THK ASTM A36 STL PL.3/4D.C.3/4D.C. 9/16" THK ASTM A36 STL PL.SECTION B1/211 1/4" @ W27x BEAMS11" @ W27x BEAMSD.C.1/2D.C.SECTION A1. DC INDICATES DEMAND CRITICAL WELDS.2. D1.8 INDICATES JOINTS SUBJECT TO THE REQUIREMENTS OF AWS D1.8, BUT NOT DESIGNATED AS DEMAND CRITICAL WELDS.3. D1.1 INDICATES JOINTS SUBJECT TO THE REQUIREMENTS OF AWS D1.1.4. METAL DECK ARC SPOT WELDS ARE PERMITTED IN THE PROTECTED ZONE. ALL OTHER WELDED (PERMANENT OR TEMPORARY), BOLTED, SCREWED, OR SHOT-IN (POWDER DRIVEN) ATTACHMENTS FOR PERIMETER EDGE ANGLES, SHEAR STUDS, EXTERIOR FACADES, PARTITIONS, DUCT WORK, PIPING OR OTHER CONNECTIONS BEYOND THE BEAM-COLUMN WELD CONNECTION ARE PROHIBITED WITHIN THE PROTECTED ZONE.5. REFER TO AISC 341-16 SECTION J2 FOR ADDITIONAL REQUIREMENTS.GENERAL:1. COMPLY WITH REQUIREMENTS OF AISC-341, AND AWS D1.8. 2. ALL DOUBLERS PLATES AND CONTINUITY PLATES SHALL BE ASTM A572 GRADE 50.3. SHEAR STUDS AND MECHANICAL FASTENERS ARE NOT PERMITTED BETWEEN THE COLUMN FLANGE AND THE FAR END OF THE PROTECTED ZONE.4. PREHEAT ACCESS HOLES TO 150 DEGREES PRIOR TO THERMAL CUTTING.5. GRIND ACCESS HOLES SMOOTH TO A SURFACE ROUGHNESS OF 500 MICRO-INCHES OR BETTER. ACCESS HOLES SHALL BE FREE OF GOUGES AND NOTCHES. FOR THIS PURPOSE, A NOTCH OR GOUGE IS DEFINED AS ANY DEPRESSION DEEPER THAN THE OVERALL SURFACE ROUGHNESS.6. ACCESS HOLES SHALL BE INSPECTED FOR BASE METAL CRACKS, AND CRACKS FROM THERMAL CUTTING. INSPECT USING MAGNETIC PARTICLE TESTING OR LIQUID PENETRANT TESTING.FABRICATION:WELDING:1. ALL QA / QC OF WELDS SHALL BE PER SECTION J OF AISC 341-16 AND CHAPTERS 5 AND 7 OF AWS D1.8.2. WHERE WELDS ARE DESIGNATED AS DEMAND CRITICAL WELDS, THEY SHALL BE MADE WITH A FILLER METAL CAPABLE OF PROVIDING A MINIMUM CHARPY V-NOTCH TOUGHNESS OF 20 FT-LB AT -20 °F, AND AT 40 FT-LB AT 70 °F WHEN THE STEEL FRAME IS NORMALLY ENCLOSED AND MAINTAINED AT A TEMPERATURE OF 50 °F OR HIGHER. FOR STRUCTURES WITH SERVICE TEMPERATURES BELOW +50 °F FOLLOWING COMPLETION OF STRUCTURE, THE MINIMUM CHARPY V-NOTCH OF 40 FT-LBS SHALL BE PROVIDED AT A TEST TEMPERATURE NOT MORE THAN 20 °F ABOVE THE LOWEST ANTICIPATED SERVICE TEMPERATURE.3. THE LOWEST ANTICIPATED SERVICE TEMPERATURE (LAST) IS 21 °F.4. THE WELDING ELECTRODE MANUFACTURER’S SPECIFICATIONS SHALL BE ATTACHED TO ALL WPS’S ON THE JOB. ALL WELDERS AND INSPECTORS SHALL BE INFORMED OF AND SHALL ADHERE TO THE WPS’S AND SHALL RETAIN A COPY. 5. COMPLY WITH AWS D1.1 SECTION 5.3 FOR STORAGE OF SMAW ELECTRODES. 6. FCAW ELECTRODES SHALL BE RECEIVED AND STORED IN THE ORIGINAL, UNDAMAGED MANUFACTURER PACKAGING UNTIL READY FOR USE. ELECTRODES IN PACKAGES THAT HAVE HAD THE INTERNAL PLASTIC WRAPPING DAMAGED SHALL NOT BE USED. MODIFICATION OR LUBRICATION OF AN ELECTRODE AFTER MANUFACTURE IS NOT PERMITTED, EXCEPT THAT DRYING IS PERMITTED AS RECOMMENDED BY THE MANUFACTURER. 7. ELECTRODE EXPOSURE OCCURING WHEN WELDING IS TO BE SUSPENDED FOR MORE THAN THE LESSER OF 8 HOURS OR AS PER MANUFACTURER'S INSTRUCTIONS, FCAW ELECTRODES SHALL BE REMOVED FROM MACHINES AND STORED IN AN ELECTRODE WIRE OVEN MAINTAINED AT A TEMPERATURE BETWEEN 250 AND 550 DEGREES FARENHEIT, OR AS RECOMMENDED BY THE MANUFACTURER. ELECTRODES NOT CONSUMED WITHIN 24 HOURS OF ACCUMULATED EXPOSURE OUTSIDE CLOSED OR HEATED STORAGE SHALL NOT BE USED. REFER TO AWS D1.8 SECTION 6.4 FOR ADDITIONAL REQUIREMENTS.8. STEEL BACKING BARS SHALL BE USED AT FULL-PENETRATION WELDS. TACK WELDS ATTACHING THE BACKING BARS TO THE STEEL PRIOR TO THE WELDING OF THE JOINT SHALL BE MADE WITHIN THE JOINT. 9. WHERE PRACTICABLE WELD TABS SHALL EXTEND A MINIMUM OF 1-INCH OR THE THICKNESS OF THE PART, WHICHEVER IS GREATER, BEYOND THE EDGE OF THE JOINT. WELDS TAB LENGTH NEED NOT EXCEED 2- INCHES. WHERE THERE IS INADEQUATE ACCESS FOR WELD TABS, SUCH AS WITH CLOSELY SPACED PIECES OR PIECES INTERSECTING AT ACUTE ANGLES, WELD ENDS MAY BE CASCADED FOR APPROXIMATELY ONE WELD SIZE. REFER TO AWS D1.8 SECTION 6.11 FOR ADDITIONAL REQUIREMENTS.10. END DAMS MAY BE PLACED AT THE OUTBOARD ENDS OF WELD TABS, PROVIDED THE WELD TABS AND END DAMS ARE REMOVED UPON COMPLETION OF THE WELD.11. MAXIMUM PREHEAT AND MAXIMUM INTERPASS TEMPERATURE PERMITTED IS 550 DEGREES FARENHEIT. MEASURE PREHEAT AT A DISTANCE NOT LESS THAN 1-INCH NOR EXCEEDING 3-INCHES FROM THE START OF THE WELD PASS. THIS MAXIMUM TEMPERATURE MAY BE INCREASED BY QUALIFICATION TESTING THAT INCLUDES WELD METAL AND BASE METAL CVN TESTING USING AWS D1.I. SEE AWS D1.8 SECTION 6.5.2 FOR ADDITIONAL REQUIREMENTS. 12. START AND STOP ALL TOP FLANGE WELD PASSES ON WELD TABS. 13. USE STRINGER PASSES ONLY (NO WEAVING OR WASH PASSES). 14. FLANGE AND CONTINUITY PLATE WELD PASSES SHALL BE PLACED IN HORIZONTAL LAYERS WITH EACH PASS THOROUGHLY DE-SLAGGED AND CLEANED-UP BY WIRE BRUSHING. WELDER SHALL INSPECT START OF EACH PASS NEAR THE ACCESS HOLE AREA TO ENSURE GOOD FUSION AND THAT WELD IS FREE FROM CRACKS, SLAG INCLUSIONS, AND EXCESSIVE POROSITY. BEAD PROFILES THAT ARE NOT CONDUCIVE TO GOOD FUSION SHALL BE GROUND, GOUGED, CHIPPED, OR OTHERWISE PREPARED TO ENSURE ADEQUATE FUSION. 15. START ROOT PASS OF BOTTOM FLANGE WELD BY REACHING PAST THE BEAM WEB THROUGH THE ACCESS HOLE. AFTER THE ARC IS INITIATED, WELD SHALL PROGRESS TOWARD THE FLANGE EDGE AND TERMINATE ON THE WELD TAB. CLEAN THE HALF-LENGTH ROOT PASS BEFORE PROCEEDING. THE ROOT PASS ON OTHER SIDE OF FLANGE SHALL BE COMPLETED PRIOR TO ANY OTHER WELDING ON FIRST SIDE - INITIATE ARC IN THE AREA OF THE START OF THE FIRST SIDE ROOT PASS. PROGRESS TOWARD THE FLANGE EDGE. TERMINATE ON THE WELD TAB, AND CLEAN THE SECOND HALF PASS. COMPLETE EACH SUBSEQUENT WELD PASS (BOTH SIDES OF FLANGE) IN THE SAME MANNER BEFORE BEGINNING THE NEXT PASS.16. AFTER COMPLETION OF TOP FLANGE AND CONTINUITY PLATE GROOVE WELDS, ADD REINFORCING FILLET WELD BETWEEN THE BACKING BAR AND COLUMN FLANGE. NO WELD SHALL BE PLACED BETWEEN THE BACKING BAR AND BEAM FLANGE, OR BETWEEN THE BACKING BAR AND CONTINUITY PLATE.17. WHERE USED, WELD TABS SHALL BE REMOVED TO WITHIN 1/8 INCH OF THE BASE METAL SURFACE AND THE END OF THE WELD FINISHED, EXCEPT AT CONTINUITY PLATES WHERE REMOVAL TO WITHIN 1/4 INCH OF THE PLATE EDGE SHALL BE PERMITTED. REMOVAL SHALL BE BY AIR CARBON ARC WELDING (CAC-A), GRINDING, CHIPPING, OR THERMAL CUTTING. THE PROCESS SHALL BE CONTROLLED TO MINIMIZE ERRANT GOUGING. THE EDGES WHERE WELD TABS HAVE BEEN REMOVED SHALL BE FINISHED TO A SURFACE ROUGHNESS OF 500 MICROINCHES OR BETTER. THE CONTOUR OF THE WELD END SHALL PROVIDE A SMOOTH TRANSITION TO ADJACENT SURFACES, FREE OF NOTCHES, GOUGES AND SHARP CORNERS. WELD DEFECTS GREATER THAN 1/16 INCH DEEP SHALL BE EXCAVATED AND REPAIRED BY WELDING IN ACCORDANCE WITH AN APPLICABLE WPS. OTHER WELD DEFECTS SHALL BE REMOVED BY GRINDING, FAIRED TO A SLOPE NOT GREATER THAN 1:5. 18. REMOVE BACKING BAR AT BOTTOM FLANGE WELD. BACKGOUGE WELD ROOT TO SOUND METAL. CLEAN-UP BY GRINDING AND BACKWELD UNTIL FLUSH. GRIND WELD SURFACE TO A ROUGHNESS OF 500 MICRO-INCHES OR BETTER. ADD REINFORCING FILLET BETWEEN BOTTOM OF BEAM FLANGE AND COLUMN FLANGE.1. CONTINUOUS VISUAL INSPECTION IS REQUIRED FOR ALL MOMENT CONNECTION WELDING. INSPECTORS SHALL BE AWS CERTIFIED WELDING INSPECTORS (CWI) OR SENIOR CERTIFIED WELDING INSPECTORS (SCWI) AS DEFINED BY AWS QC1 “STANDARD AND GUIDE FOR QUALIFICATION AND CERTIFICATION OF WELDING INSPECTORS”. 2. ALL COMPLETED FULL-PENETRATION FLANGE AND CONTINUITY PLATE WELDS SHALL BE TESTED BY ULTRASONIC TESTING (UT) AND MAGNETIC PARTICLE TESTING OVER THE FULL LENGTH OF THE JOINT. TESTING OF INTERMEDIATE WELD PASSES IS NOT REQUIRED.3. ALL COLUMNS AT WELDED MOMENT CONNECTIONS WITH FLANGES 11/2 INCHES THICK AND THICKER SHALL BE ULTRASONICALLY TESTED IN ACCORDANCE WITH ASTM A898 PRIOR TO WELDING FOR EVIDENCE OF LAMINATIONS, INCLUSIONS, OR OTHER DISCONTINUITIES. THE AREA TO BE TESTED IS A ZONE 3-INCHES ABOVE AND BELOW EACH BEAM FLANGE CONNECTION. 4. AFTER WELDING CONTINUITY PLATES, TEST COLUMN WEBS FOR CRACKING BY MAGNETIC PARTICLE OVER A ZONE 3-INCHES ABOVE AND BELOW THE CONTINUITY PLATE WELDS. 5. TEST BOTTOM FLANGE REINFORCING FILLET WELD AND ADJACENT AREA OF BEAM AND COLUMN FLANGE BY MAGNETIC PARTICLE.6. UT TECHNICIANS SHALL BE CERTIFIED AS NDT LEVEL II BY THEIR EMPLOYER, OR AS NDT LEVEL III CERTIFIED BY THE ASNT. ALL FILLET WELDS SHALL BE MAGNETIC PARTICLE TESTED OVER THE FULL LENGTH OF THE JOINT. (NDT = NON-DESTRUCTIVE TESTING, ASNT = AMERICAN SOCIETY OF NON-DESTRUCTIVE TESTING). REFER TO AISC 341-16 SECTION J3 AND AWS D1.8 SECTION 7.3 FOR QA AGENCY REQUIREMENTS.WELDING INSPECTION & TESTING:CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:As indicatedS403STEEL MOMENT FRAME DETAILSCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20NO SCALE3CONTINUITY PLATE WELDSNO SCALE7WELDED HAUNCH CONNECTIONNO SCALE2WELDED HAUNCH CONNECTION - ROOF LEVELNO SCALE10WELDED HAUNCH END CONNECTION - ROOF LEVELNO SCALE16WELD ACCESS HOLESNO SCALE12WARNING SIGN AT PROTECTED ZONENO SCALE11STL. PL. @ (E) W BEAMNO SCALE9WELDED FLANGE PLATE CONNECTION - SECOND FLOORNO SCALE1WELDED FLANGE PLATE CONN.- SECOND FLOORDATE SIGNED:NASNGI ALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-20201" = 1'-0"8CONNECTION DETAILNO SCALE13SLRS MOMENT CONNECTION NOTESRE-SUBMITTAL - CYCLE 0211.25.20 3/8" FULL HT. STIFFENER PL(E) PRECAST CONCRETE PANEL W/ STEEL STUD FRAME BACKING(E) MOMENT FRAME BEAM(E) CONCRETE FILLED DECK HSS5x3x3/8 CENTERED BETWEEN PANEL STUDSSHIM AS REQUIRED℄16 GAGE BENT PLATE 20S4041/41/43/163/16PATCH AREA W/ NON-SHRINK GROUT, SEE 1 AND 9/S403 MAX.10"3/8" FULL HT. STIFFENER PL(E) PRECAST CONCRETE PANEL W/ STEEL STUD FRAME BACKING(E) MOMENT FRAME BEAM(E) CONCRETE FILLED DECK ℄PROVIDE DOUBLE NUT AND WASHER, FINGER TIGHTEN NUT AND TACK WELD TO THREADED ROD OR DAMAGE THREADS OF ROD, TYP EA. SIDE OF ROD 3/4"Ø F1554 GR. 55 THREADED ROD CENTERED IN SLOTTED HOLES EA ENDL4x3-1/2x1/4 x4" LONG (LLH) W/ 2" HORIZ. SLOTTED HOLE2S4061S4063/163/163/163/16PROVIDE PTFE PAD OR COATING ON BOTH SIDES OF SLOTTED PLATE, TYP3/8" FULL HT. STIFFENER PL(E) PRECAST CONCRETE PANEL W/ STEEL STUD FRAME BACKING(E) MOMENT FRAME BEAM(E) METAL DECK ROOFHSS5x3x3/8 CENTERED BETWEEN PANEL STUDSSHIM AS REQUIRED℄MAX. 1" GAP7S4041/41/41/41/43/163/1616" MAX.CL PANEL CONNECTIONS(E) PRECAST PANEL(E) PANEL GRAVITY CONNECTION TO REMAIN(E) TIE-BACK CONNECTION TO REMAINTOP OF STEEL BEAM AT ROOFNOTES:1. CONTRACTOR TO VERIFY DIMENSION FROM CL OF PANEL CONNECTION TO CL OF MOMENT FRAME COLUMN IN FIELD. WHERE ANY PART OF THE EXISTING PANEL CONNECTION ATTACHES TO THE MOMENT FRAME BEAM WITHIN THE PROTECTED ZONE, NEW PANEL CONNECTIONS SHALL BE INSTALLED AND EXISTING CONNECTIONS REMOVED PER 6/S406. 2. COMPLETE ALL NEW CONNECTION WORK ON A PANEL PRIOR TO REMOVAL OF ANY EXISTING CONNECTIONS AND PRIOR TO CUTTING ACCESS HOLES IN THE PANEL.3. SEE S403 FOR MOMENT FRAME RETROFIT DETAILS.4. METAL DECK, ROOFING, AND INTERSECTING FRAMING NOT SHOWN FOR CLARITYMAX. 2'- 0"V.I.F.VARIESV.I.F.VARIESCL MOMENT FRAME COLUMNCL PANEL CONNECTIONSLOCATE NEW GRAVITY CONNECTION IN NEXT BAY OF VERTICAL STUDS THAT WILL NOT BE CUT FOR ACCESS WHERE ACCESS HOLE IN PANEL OCCURS BELOW (E) CONNECTION LOCATIONHSS6x3x3/8,TYP.(E) TIE-BACK CONNECTION, REMOVE PER 6/S406 WHERE CONNECTION OCCURS WITHIN PROTECTED ZONE(E) PANEL GRAVITY CONNECTION, REMOVE PER 6/S406 WHERE CONNECTION OCCURS WITHIN PROTECTED ZONESEE 2 AND 10/S403PROTECTED ZONESEE 2 AND 10/S403PROTECTED ZONE(E) MOMENT FRAME BEAM, TYP.3S4044 SIDESCLR.3" MIN.PANEL JOINT OR END OF PANEL, WHERE OCCURS, TYP1/4(1/4)3 SIDESTYP.5/165/8" CAP PL, TYP.TYP.PROVIDE NEW PANEL TIE-BACK CONNECTION PER 5/S406CL PANEL CONNECTIONS(E) PRECAST PANEL(E) PANEL GRAVITY CONNECTION TO REMAIN(E) TIE-BACK CONNECTION TO REMAINTOP OF STEEL BEAM AT 2ND FLOORNOTES:1. CONTRACTOR TO VERIFY DIMENSION FROM CL OF PANEL CONNECTION TO CL OF MOMENT FRAME COLUMN IN FIELD. WHERE ANY PART OF THE EXISTING PANEL CONNECTION ATTACHES TO THE MOMENT FRAME BEAM WITHIN THE PROTECTED ZONE, NEW PANEL CONNECTIONS SHALL BE INSTALLED AND EXISTING CONNECTIONS REMOVED PER 6/S406 2. VERTICALLY ALIGN NEW PANEL GRAVITY CONNECTION WITH (E) PANEL GRAVITY CONNECTION.3. CONTRACTOR TO PROVIDE TEMPORARY OUT-OF-PLANE BRACING FOR THE PANEL WHERE EXISTING TIE-BACK CONNECTION IS TO BE REMOVED UNTIL CONSTRUCTION OF NEW GRAVITY AND TIE-BACK CONNECTIONS IS COMPLETE.4. COMPLETE ALL NEW CONNECTION WORK ON A PANEL PRIOR TO REMOVAL OF ANY EXISTING GRAVITY CONNECTIONS AND PRIOR TO CUTTING ACCESS HOLES IN THE PANEL.5. SEE S403 FOR MOMENT FRAME RETROFIT DETAILS.6. CONCRETE FILLED METAL DECK, AND INTERSECTING FRAMING NOT SHOWN FOR CLARITYV.I.F.VARIESV.I.F.VARIESCL MOMENT FRAME COLUMNCL PANEL CONNECTIONS(E) TIE-BACK CONNECTION, REMOVE PER 6/S406 WHERE CONNECTION OCCURS WITHIN PROTECTED ZONE(E) PANEL GRAVITY CONNECTION, REMOVE PER 6/S406 WHERE CONNECTION OCCURS WITHIN PROTECTED ZONESEE 1 AND 9/S403PROTECTED ZONESEE 1 AND 9/S403PROTECTED ZONE(E) MOMENT FRAME BEAM, TYP.11S404MAX. 2'-0"15S40419S4044 SIDESPANEL JOINT OR END OF PANEL, WHERE OCCURS, TYPMIN. CLR.3"1/4(1/4)3 SIDES5/165/8" CAP PLTYP.HSS6x3x3/8EQ. 8"EQ.V.I.F. 16"(E) PRECAST CONCRETE PANEL W/ STEEL STUD BACKINGL5x4x5/16 (LLH) W/ 2 - 3/8" STIFFENERSTYP. EA STUD1/41/4TYP.1/41/41/81/83 1/2"EQ. 6"EQ.V.I.F. 12"(E) PRECAST CONCRETE PANEL W/ STEEL STUD BACKINGL5x4x5/16 (LLH) W/ 2 -3/8" STIFFENERS1/41/41/41/81/8TYP. EA STUDTYP. L4x4x1/4 x6" LONG4"x2"x1/4" x6" LONG BENT PL (LLH)2 - 3/4"Ø A307 THRU BOLTS(E) WF COLUMN3/163/16MAX.3/8"CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:As indicatedS404PRECAST PANEL RETROFIT DETAILSCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20NO SCALE15NEW PRECAST PANEL GRAVITY CONN. AT 2ND FLOORNO SCALE11PRECAST PANEL TIE-BACK CONN. AT 2ND FLOORNO SCALE3NEW PRECAST PANEL GRAVITY CONNECTION AT ROOFNO SCALE1INTERIOR ELEVATION OF PRECAST PANEL AT ROOF LEVELNO SCALE9INTERIOR ELEVATION OF PRECAST PANEL AT 2ND FLOORNO SCALE7DETAILNO SCALE20DETAILNO SCALE19DETAILDATE SIGNED:NASNGI ALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020RE-SUBMITTAL - CYCLE 0211.25.20 (E) FDN.INTERIOR ELEVATIONRETROFIT PER 11/S406WHERE (E) CONNECTIONIS MISSING, DAMAGED ORDIFFERS FROM DETAILING SHOWN ON THESE DRAWINGS, SEE NOTE 1.(E) PRECAST PANEL ABOVECUT LINE, TYP.(E) 1/4" THK. STL. PL. WELDED TO PANEL BACKING STUDS, TYP., CUT PLATES HORIZONTALLY ACROSS WITHIN VERTICAL GAP BETWEEN PANELS, CUT SHALL PROVIDE 1/4" MIN BETWEEN REMAINING PIECES OF PLATEPROVIDE 1/4" THK. STL PL. PER 4/S406, MIN. (2) PER PANEL. NEW PLATES SHALL BE LOCATED SYMMETRICALLY ON EITHER SIDE OF PANEL CENTERLINE(E) 5/8"⌀THREADED ROD ANCHOR, CENTERED BETWEEN STUDS, TYP.(E) 1/4" STL. PLATES WELDED TO STUDS, TYP.NOTES:1. CONTRACTOR TO VERIFY CONNECTION OF (E) PRECAST PANELS TO (E) CONCRETE FOUNDATION AS SHOWN. WHERE EXISTING CONNECTIONS ARE MISSING, DAMAGED OR DIFFER FROM DETAILING SHOWN ON THESE DRAWINGS, CONTRACTOR SHALL NOTIFY SEOR AND RETROFIT CONNECTION PER 11/S406. IT SHALL BE ASSUMED FOR BIDDING THAT 22 PRECAST PANEL CONNECTIONS (E) FOUNDATION REQUIRE RETROFIT.2. NEW CONNECTION PLATES TO PRECAST PANEL ABOVE SHALL BE INSTALLED PRIOR TO CUTTING EXISTING CONNECTION PLATES AT TOP OF GROUND LEVEL PRECAST PANEL.3. RETROFIT OF HSS CONNECTIONS AT TOP OF GROUND LEVEL PRECAST PANESL SHALL BE PERFORMED FOR ALL PANELS BELOW WINDOW, APPROXIMATELY 38 PRECAST PANELS TOTAL.4. WHERE HSS CONNECTIONS AT TOP OF PRECAST PANELS AS SHOWN OCCUR BETWEEN THE 2ND FLOOR AND ROOF LEVEL PANELS, CONNECTIONS SHALL BE CUT AND RETROFIT PER THIS DETAIL AND 4/S406. IT SHALL BE ASSUMED FOR BIDDING THAT ALL 2ND FLOOR PRECAST PANELS BELOW WINDOWS REQUIRE CONNECTION RETORFIT, APPROXIMATELY 35 PRECAST PANELS TOTAL.28"+/-, TYP.9' - 0" V.I.F.2' - 0" +/-, TYP.V.I.F.12' - 0"TYP.1' - 4"36" MAX., TYP.CUT (E) HSS WHERE OCCURS & PROVIDE 1/4" THK. SHAPED STEEL PL. PER 12/S406, TYP. OF (2) LOCATIONS PER PANEL(E) PRECAST PANEL ABOVE(E) WINDOW & FRAME, TYP.(E) HSS 2 1/2x2 1/2x3/16 WELDED TO STUDS, TYP.RETROFIT PER 11/S406 WHERE (E) CONNECTION IS MISSING, DAMAGED OR DIFFERS FROM DETAILING SHOWN ON THESE DRAWINGS, SEE NOTE 1.(E) FDN.(E) 1/4" STL. PLATES WELDED TO STUDS, TYP.(E) 5/8"⌀THREADED ROD ANCHOR, CENTERED BETWEEN STUDS, TYP.12'-0" V.I.F.V.I.F.7' - 0"V.I.F.9' - 0"NOTES:1. CONTRACTOR TO VERIFY CONNECTION OF (E) PRECAST PANELS TO (E) CONCRETE FOUNDATION AS SHOWN. WHERE EXISTING CONNECTIONS ARE MISSING, DAMAGED OR DIFFER FROM DETAILING SHOWN ON THESE DRAWINGS, CONTRACTOR SHALL NOTIFY SEOR AND RETROFIT CONNECTION PER 11/S406. IT SHALL BE ASSUMED FOR BIDDING THAT 22 PRECAST PANEL CONNECTIONS (E) FOUNDATION REQUIRE RETROFIT.2. CONCTRACTOR SALL PROVIDE OUT-OF-PLANE SUPPORT FOR GROUND LEVEL PRECAST PANELS WHILE CONNECTIONS AT THE TOP OF PANEL ARE CUT AND RETROFIT.3. RETROFIT OF HSS CONNECTIONS AT TOP OF GROUND LEVEL PRECAST PANESL SHALL BE PERFORMED FOR ALL PANELS BELOW WINDOW, APPROXIMATELY 38 PRECAST PANELS TOTAL.4. WHERE HSS CONNECTIONS AT TOP FO PRECAST PANELS AS SHOWN OCCUR BETWEEN THE 2ND FLOOR AND ROOF LEVEL PANELS, CONNECTIONS SHALL BE CUT AND RETROFIT PER THIS DETAIL AND 4/S406. IT SHALL BE ASSUMED FOR BIDDING THAT ALL 2ND FLOOR PRECAST PANELS BELOW WINDOWS REQUIRE CONNECTION RETORFIT, APPROXIMATELY 35 PRECAST PANELS TOTAL.INTERIOR ELEVATIONNESTED STUDS, EXTEND(2) BACKING STUDS MIN.BEYOND EDGE OF DOOROPENING(E) FDN.NEW DOOR OPENINGPER ARCH.CUT & BEND TRACK,ATTACH TO TOPTRACK W/ #10 SMS3"x16 GA. PL.@ 4'-0" O.C.VERT.EDGE OF(E) PRECAST PANEL#10 SMS TO EA. STUD(E) PRECAST PANEL ABOVEINTERIOR ELEVATIONPANEL RETROFIT CONNECTION PER 4/S406,LOCATE NO MORE THAN 1 STUD BAY PASTEDGE OF DOOR OPENING, DO NOT LOCATEABOVE DOOR OPENINGPROVIDE CONNECTION TO FTG. PER11/S406, LOCATE NO MORE THAN 1 STUD BAY EDGE PAST EDGE OF DOOR OPENINGNOTE:1. SEE 1/-FOR REMAINDER OF PRECAST PANEL RETROFIT AND INFORMATION NOT SHOWN.TYP.6" MAX.MAX.6"TYP.6" MAX.1/8TYP.V.I.F.9' - 0"7' - 0"1/8TYP.17S40517S40518S405SIMNEW DOOR OPENINGPER ARCH.INTERIOR ELEVATION(E) FDN(E) PRECAST PANEL ABOVENESTED STUDS, EXTEND(2) BACKING STUDS MIN.BEYOND EDGE OF DOOROPENINGPROVIDE 16 GA.TRACK AT TOPOF OPENING(E) HSS2 1/2x2 1/2x3/16WELDED TO STUDS, TYP.#10 SMS TO TOBOTTOM TRACK, TYP.NOTE:1. SEE 3/-FOR REMAINDER OF PRECAST PANEL RETROFIT AND INFORMATION NOT SHOWN.1/82-12TYP.1/8TYP.EA.END1/8TYP.EA.END20S40519S40519S405V.I.F.9' - 0"V.I.F.7' - 0"O.H.600T150-54FACE OF (E) PRECAST PANEL600T200-54UNPUNCHED600S200-54UNPUNCHED#10 SMS @ 6" O.C.EA. FLANGE(E) PRECASTPANEL(E) PANELBACKING STUDS(E) PANELBACKING STUDS600T150-54FACE OF (E) PRECAST PANEL2"400T200-54UNPUNCHED400S200-54UNPUNCHED#10 SMS @ 6" O.C.EA. FLANGE(E) PANELBACKING STUDS(E) PRECASTPANEL(E) WINDOWFRAME, V.I.F.CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:As indicatedS405PRECAST PANEL RETROFIT DETAILSCARLSBAD SAFETY AND SERVICE CENTERAuthorChecker2560 ORION WAYCARLSBAD, CA 92010DATE SIGNED:NASNGIALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-20201" = 1'-0"1RETROFIT OF GROUND LEVEL PRECAST PANELS DIRECTLY BELOW PANEL ABOVE1" = 1'-0"3RETROFIT OF GROUND LEVEL PRECAST PANELS BELOW WINDOWS1" = 1'-0"9PRECAST PANEL AT EAST ELEVATION WITH NEW DOOR1" = 1'-0"11PRECAST PANEL AT WEST ELEVATION WITH NEW DOOR6" = 1'-0"17DOOR OPENING EDGE DETAIL6" = 1'-0"18HEADER DETAIL6" = 1'-0"19DOOR OPENING EDGE DETAIL6" = 1'-0"20HEADER DETAILRE-SUBMITTAL - CYCLE 0211.25.20 V.I.F. 16"(E) PRECAST CONCRETE PANEL W/ STEEL STUD BACKINGL4x4x1/4 SPANNING 2 STUDS MIN(E) CONC. FILLED METAL DECKCHIP OUT (E) CONCRETE FILLED METAL DECK AS REQUIRED TO INSTALL NEW CONNECTION. DO NOT CUT OR DAMAGE (E) HEADED STUDS.FORM AREA OF CHIPPED CONCRETE WITH 16 GAGE BENT PLATE AND FILL WITH NON-SHRINK GROUT AFTER TIE-BACK CONNECTION HAS BEEN INSTALLED250T150-54 BLOCKING W/ 2 - #12 SMS TO EA. STUD, CUT FLANGES AND BEND WEB AT ENDS. EXTEND BLOCKING ONE STUD BAY BEYOND CONNECTION EA. SIDE.600T250-54 UNPUNCHED BACKING TRACK, CUT FLANGES AROUND SUPPORTING STUDS. WELD TO SUPPORTING STUDS WITH 1/16" FILLET WELDS TOP AND BOTT.3/162" MIN.(E) EMBEDDED BACKING STUD ON PRECASTPANEL, TYP.L5x4x1/4 x3" LONG MIN (LLV) W/ 2" VERTICALLY SLOTTED HOLE1/1616" V.I.F.TYP. AT EA STUDTYP. ATEA STUD(E) EMBEDDED BACKING STUD ON PRECAST PANEL, TYP.4" LONG SLOTTED HOLEL4x4x1/43/162" MIN.1/16V.I.F. 16"L 4x4x1/4(E) PRECASTCONCRETEPANEL W/STEEL STUDFRAMEBACKING3/4"Ø ASTM A325 BOLTPROVIDE 4" VERTICALLYSLOTTED HOLE IN ANGLEFOR THREADED ROD(E) STEEL BEAM3/4"Ø ASTM F1554 GR. 55THREADED RODCENTERED IN SLOTTEDHOLES EA ENDPROVIDE DOUBLE NUT AND WASHER, FINGER TIGHTEN NUT AND TACK WELD TO THREADED ROD OR DAMAGE THREADS OF ROD, TYP EA. SIDE OF ROD3/163/16(E) FL. OR ROOF DECK.3S406TYP. 1 1/2" MIN.3/4"Ø A325 BOLT W/ 1 1/2" MIN EDGE DISTANCE AT ANGLE AND PLATE3/8" STL PL(E) BM1/41/4PROVIDE PTFE PAD OR COATING ON BOTH SIDES OF SLOTTED PLATE, TYP#10 SMS TO TRACK, TYPINTERIOR FACE OF (E) PRECAST FACADE PANELNOTES:1. CONTRACTOR TO REMOVE AND REPLACE INSULATION AS REQUIRED.2. INSTALL NESTED STUD WELDED TO INTERIOR FACE OF STUDS ABOVE OPENING PRIOR TO CUTTING PANEL.3. WHERE NEW OPENING DOES NOT EXTEND TO THE END OF A PANEL, PROVIDE SIMILAR NEW FRAMING ON BOTH SIDES OF OPENING.(1/8)NESTED STUD, EXTEND 2 BACKINGSTUDS MIN BEYOND EDGE OF CUT (E) BACKINGTRACK, WHERE OCCURS(E) 16 GA. BACKING STUDS AT 16" O.C. TYP, V.I.F.END OF PRECAST PANEL, WHERE OCCURS16 GAx2"x2" BENT PL W/ #10 SMS TO EA LEG, TYPCUT TRACK AND EXTEND INTERIOR FLANGE TO NEXT BACKING STUD, TYP600T150-54 W/ #10 SMS TO EA (E) BACKING STUD, TYPMAX. 6 "CUT AND BEND VERTICAL TRACK WEB, TYPEDGE OF NEW OPENING CUT IN PRECAST PANEL600T150-54, CUT TRACK AND EXTEND INTERIOR FLANGE OVER TRACK AT TOP & BOTTOM, BEND TO FIT BEHIND (E) BACKING TRACK WHERE OCCURSTYP EA STUD(1/8)AABB(E) STEEL ANGLEREMOVE (E) WELDED STEEL ANGLE AND GRIND SURFACE SMOOTH(E) PRECASTPANELUNBOLT AND REMOVE (E)THREADED ROD AND ANGLEBRACEUNBOLT ANDREMOVE (E)ANGLE BRACENOTES:1. REMOVAL OF WELDS ON STEEL BEAM SHALL BE IN ACCORDANCE WITH AWS D1.8 CLAUSE 6.18. 2. DO NOT DAMAGE BEAM WEB OR FLANGES DURING REMOVAL OF EXISTING STEEL ELEMENTS. VISUALLY EXAMINE BEAM AFTER REMOVAL OF WELDS TO ENSURE NO CRACKS OR DAMAGE EXISTS. NOTIFY SEOR IMMEDIATELY IF ANY CRACKING OR DAMAGE IS OBSERVED WITHIN THE MOMENT FRAME BEAM.3. DEMOLITION OF EXISTING CONNECTIONS SHALL OCCUR ONLY AFTER NEW CONNECTIONS PER 5/S406 HAVE COMPLETELY BEEN CONSTRUCTED.(E) STEEL ANGLEREMOVE (E) WELDED WEB STIFFENERS AND GRIND SURFACES SMOOTH(E) STEEL MOMENT FRAME BEAMREMOVE (E) WELDED STEEL TUBE AND GRIND SURFACES SMOOTH(E) PANEL BACKINGSTUDS, TYP.(E) GROUND LEVELPRECAST PANEL(E) PRECASTPANEL ABOVE(2) 1/2"∅BOLTS W/ WASHERSCENTERED IN 6" LONG SLOTTED HOLE,FINGER TIGHTEN NUT & TACK WELD TO BOLT OR DAMAGE THREADS OF BOLT,TYP.1/4" THK. STL. PL.8" MIN.TYP.1/4" MIN.3/4"2"V.I.F.1/2" GAPAA(E) PRECASTPANEL(E) PANEL BACKINGSTUDS, TYP.STL. SHIM PL.AS REQ'D.PROVIDE PTFE PADOR COATING ONBOTH SIDES OFSLOTTED PL.A-A1/8A-A(E) PANEL BACKINGSTUDS, TYP.1/4"x2" WIDE STL PL. CENTERED BETWEEN BACKING STUDS(E) CONC. S.O.G. & FTG.(E) PRECAST PANEL(2) 1/2"∅HILTI KB-TZ W/ 3 1/4" MIN.EFFECTIVE EMBED (ICC ESR-1917)(E) PANEL BACKINGSTUDS, TYP.MIN.4"MIN.1"MIN.1 1/2"1/4" STL. PL.AA1/83 1/2"1/81/2" MIN.(E) PRECASTPANEL(E) PANEL BACKINGSTUDS, TYP.PROVIDE PTFE PADOR COATING ON BOTH SIDES OF SLOTTED PL.A-ASTL. SHIM PL.AS REQ'D.(E) HSS2 1/2x2 1/2(E) PANEL BACKINGSTUDS, TYP.(2) 1/2"∅BOLTS W/ WASHERS CENTERED IN 6" LONG SLOTTED HOLE, FINGERTIGHTEN NUT & TACK WELD TO BOLTOR DAMAGE THREADS OF BOLT , TYP.(E) PRECAST PANEL(E) GLAZING &FRAMING, TYP.(E) HSS2 1/2x2 1/21/4" THK. SHAPED STL. PL.(2) 1/2"∅ BOLTS1/4" THK. STL. PL.(E) GLAZINGFTAME8" MIN.MIN.1/4"MIN.1/4"MIN.1"3/4"V.I.F.1/2" GAP1/81/8AAA-A600T200-54 UNPUNCHED600S200-54 UNPUNCHED#10 SMS @ 6" O.C. EA FLANGE16 GA. TRACKEXTERIOR FACE OF (E) PRECAST PANEL(E) 16 GA. BACKING STUDSB-BCIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:As indicatedS406PRECAST PANEL RETROFIT DETAILSCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20NO SCALE1DETAILNO SCALE2DETAILNO SCALE3DETAILNO SCALE5NEW TIE-BACK CONNECTIONNO SCALE9CUT EDGES OF PRECAST PANELSDATE SIGNED:NASNGI ALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020NO SCALE6(E) PRECAST PANEL CONNECTION DEMOLITIONNO SCALE4PRECAST PANEL RETROFIT - TYPICAL CONNECTION DETAILNO SCALE11PRECAST PANEL RETROFIT - BASE CONNECTION DETAILNO SCALE12PRECAST PANEL RETROFIT - TYPICAL CONNECTION GLAZINGRE-SUBMITTAL - CYCLE 0211.25.20 HSS COL. PER PLANHSS BEAMPER PLANHSS BEAMPER PLANSLOPE PER ARCH. DWGS.HSS BEAMPER PLAN(3/16)1/41/4TYP.(3/16)1/4(3/16)(3/16)GAGE STEEL DRAINAGE CLIP PER ARCH. DWGS. W/ 1/4"Ø SS SMS @ 12" O.C. TO HSSS4076SIM.1/48S407TYP.TYP.TYP.AL1 1/4" BASE PL. W/ (4) 1" ∅ASTM F1554 GR. 55 HEADED BOLTSC OF COL. & PL.HSS COL.PER PLANHSS COL.1" NON-SHRINKGROUTALC OF COL. & PL.#4 @ 3" O.C.FTG. PER 1/-PLAN SECT. A -A5/161' - 1"1 1/2"1 1/2"10"1 1/2"1 1/2"10"D.C.NOTE:D.C. INDICATES DEMAND CRITICAL WELDSHSS BEAM PER PLANC BEAM PER PLANROOF DECK PER PLANHSS BEAM PER PLANHSS BEAM PER PLAN ℄HSS & C BEAM1/41/4PL. 3/8" ON BACK SIDE OF HSS BM. W/ (2) 7/8"⌀THRU BOLTS(1/8)3-12(1/8) 3-12(1/8) 3-121 1/2"3"1 1/2"MIN. 1 - 1/2"MIN. 1 - 1/2"3/8" THK. SKEWED PL. AT EA. BM. W/ 7/8"⌀THRU BOLTC6 BM. PER PLANC6 BM. PER PLANHSS COL. OR PIPE PER PLAN(1/8)HSS BEAM PER PLAN℄OF COL.ALL AROUND1/2" TYP.1/41/4PROVIDE CAP PL PER 12/S102(3/16)(3/16)TYP.PIPE COL. PER PLANHSS BEAM PER PLAN, TYP.℄OF COL.1/41/41/4NOTE:1. SEE 6/- & 7/- FOR INFORMATION NOT SHOWNCURVED C BEAM PER PLAN(3/16)ALL AROUND1/2" TYP.T & BPL. & CONNECTION PER 7/-(3/16)(3/16)TYP.(3/16)T&B, TYP.METAL DECKPER ARCH'LHSS BEAMPER PLANHSS BEAMPER PLANHSS COL. PER PLANNOTE:1. SEE 1/- & 6/- FOR INFORMATION NOT SHOWNCIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:As indicatedS407CANOPY DETAILSCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20NO SCALE1CANOPY FRAME AT CARPORT LOCKERSNO SCALE2CARPORT CANOPY COLUMN BASE PL.NO SCALE7ENTRANCE CANOPY DETAILDATE SIGNED:NASNGI ALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020NO SCALE4TYP. ENTRANCE CANOPY CORNER CONN.NO SCALE6HSS BEAMS OVER HSS COLUMNSNO SCALE10HSS BEAMS OVER COLUMNNO SCALE8CONNECTION DETAILSRE-SUBMITTAL - CYCLE 0211.25.20 DCB7815S40815S40815S40815S40815S40815S408BRACING TO FOUNDATION WALL PER 15/- MAY BE USED IN LIEU OF 13/- AT PERIMETER LOCATIONS, TYPPROVIDE NEW SCREWS AT EA ACCESS FLOOR PANEL TO EA PEDESTAL PER 17/-, TYP(E) HSS COL., TYP.(E) ACCESS FLOORPEDESTAL BRACED BOTH DIRECTIONS PER 13/-, TYP.#12-24 SCREW (COUNTERSUNK) @ EA. PANEL CORNER @ EA. POST (BRACED OR UNBRACED)REQUIRED, TYP.(E) 2'-0"x2'-0" ACCESS FLOOR PANEL STD. (1"∅PIPE) STEEL PIPECLAMP. CLAMP TO MEET MFR.STANDARDIZATION SOCIETY SP-69 TYPE 4, TYP.P2325 UNISTRUTFLAT PL. FITTINGUNISTRUT P1000T BRACE, SEE 1/- FOR LOCATIONSCLAMP FOR UNISTRUTBRACE IN OPPOSITEDIRECTION (BRACE NOTSHOWN FOR CLARITY)1/2"∅THRUBOLT TYP.(E) 1" SQ. STEELPEDESTAL TYP.NOTE:ALL UNISTRUT BOLTS SHALL BE 1 1/2" LONG MIN. W/ LOCKING NUTS(E) SLAB-ON-GRADEV.I.F.1' - 0" ±MAX. 4 "3/8"Ø HILTI KH-EZ W/1 5/8" EMBED (ICC ESR-3027), ONE EA. PEDESTALMAX.1/2"L 3 1/2 x 3 1/2 x 1/4L 3 1/2 x 3 1/2 x 1/4P1000T UNISTRUTBRACEP2325 UNISTRUT FLAT PL.FITTING W/ 1/2"∅BOLTSTYP.(E) CONC.SLAB-ON-GRADE3/8"Ø HILTI KH-EZ W/ 1 5/8" EMBED (ICC ESR-3027), TYP OF 2P1000T UNISTRUTBRACE PLANA-AAA2" 2"1 1/2"2"3/8"1 1/2"2"(E) 2'-0"x2'-0" ACCESSFLOOR PANEL(E) 2'-0"x2'-0" ACCESSFLOOR PANEL#12-24 SCREW (COUNTERSUNK) @ EA. ACCESS FLOOR PANEL CORNER @ EA. POST (BRACED OR UNBRACED) REQUIRED, TYP. (ONE SCREW @ EA. PANEL TO EA. PEDESTAL,TYP.)(E) PEDESTALAASECTION A-APLANUNISTRUT P1026 W/ 3/8" HHCS AND HOCW037 TO P1000T AND 3/8"Ø HILTI KH-EZ W/ 3" EMBED TO CONCRETE WALL (ICC ESR-3027), TYP(E) 6" CONC.WALL (E) CONC. S.O.G.UNISTRUTP1000T(E) RAISED ACCESS FLOOR PEDESTAL AND BASE PLATEUNISTRUTP3413 CLAMP 3/8"Ø HILTI KH-EZ W/ 1 5/8" EMBED (ICC ESR-3027), ONE EA PEDESTAL(E) RAISED ACCESS FLOOR PANELSCONT. L3x3x1/4 W/ 3/8"Ø HILTI KH-EZ W/ 3" EMBED AT 24" O.C. (ICC ESR-3027) OFFSET HORIZONTALLY 6" MIN. FROM UNISTRUT ANCHORSV.I.F.1' -0" ± 2' - 0"1 1/2"3"1/2"Ø THRU BOLT, TYPCLAMP FOR UNISTRUT BRACE IN OPPOSITE DIRECTION (BRACE NOT SHOWN FOR CLARITY)CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:As indicatedS408RAISED ACCESS FLOOR DETAILSCARLSBAD SAFETY AND SERVICE CENTERAuthorChecker2560 ORION WAYCARLSBAD, CA 92010NO SCALE1PARTIAL PLAN - RAISED ACCESS FLOORNO SCALE13TYPICAL PEDESTAL BRACINGNO SCALE14TYP. BRACE CONN. @ (E) CONC. SOGNO SCALE17ACCESS FLR. PANEL ATTACHMENT TO PEDESTALNO SCALE15ACCESS FLOOR BRACING DETAILRE-SUBMITTAL - CYCLE 0211.25.20 ATTACHED JOINTFREE JOINTNOTES:1. PROVIDE #12 GAGE HANGER WIRES AT THE ENDS OF ALL MAIN AND CROSS RUNNERS WITHIN EIGHT (8) INCHES OF THE SUPPORT OR WITHIN ONE-FOURTH (1/4) OF THE LENGTH OF THE END TEE, WHICHEVER IS LESS, FOR THE PERIMETER OF THE CEILING AREA. PERIMETER WIRES ARE NOT REQUIRED WHEN THE LENGTH OF THE END TEE IS EIGHT (8) INCHES OR LESS.2. NAILS AT ENDS OF HORIZONTAL STABILIZERS ARE TO BE PLACED WITH NAIL HEAD TOWARD CENTER LINE OF SPAN OF STRUT.3. STABILIZER BAR MAY BE SLOTTED APPROVED ANGLES OR CHANNELS WITH "DIAMOND POINTS" OF SPRING STEEL WHICH SNAP TIGHT TO PREVENT MOVEMENT OF STRUT.4. (1) #10 SMS TO 20 GA. MIN. WALL STUD @ 24" O.C.CONT. SLOTTED ANGLE STABILIZER BAR W/ HORIZ. 6d RINGSHANK NAIL (NOTE 2). OMIT STRUT WHERE RUNNER IS WITHIN 8" OF WALL .ALTERNATE STABILIZER LOCATION W/O NAIL (NOTE 3)HANGER WIREMAIN OR CROSSRUNNERCEILINGPANELSTEEL POP RIVET @ATTACHED SIDE ONLYCHANNEL.(STABILIZER BAR)RUNNER(SEE NOTE 1 BELOW)8" MAX.(SEE NOTE 1 BELOW)8" MAX.3/4" MIN. CLR.APPROVED STABILIZER1" x 2" x 25 GA. MIN. CONTINUOUS ANGLE WITH (1) #10 SMS INTO 20 GA. MIN. WALL STUD @ 24" O.C.(TYP.)1/2" MIN.(SEE NOTE 3)NOTE #41"2"FOR CONNECTION TO STRUCTURE SEESTRUCTUREBRACE WIRESSEE(2) 1/4"DIA. MACHINE BOLT CROSS RUNNERMAIN RUNNER3/4" MIN. EDGE DISTANCE,TYP.HANGER WIRE4 TIGHT TURNS IN 1 1/2" TYP. FOR BRACE WIRE3 TIGHT TURNS IN 3" FOR HANGER TYP. MAX1 1/2"T Y P0º T O 4 5 º..CHANNEL TYPE COMPRESSION STRUT PER TABLE IN 8/-CENTERED OVER CROSS RUNNERMAX1 1/2"MAX4'-0" OCTYP3/4" MIN1" MAXA NOT TO EXCEED THE ALLOWABLE LENGTH GIVEN IN THE TABLE IN 8/- FOR THE COMPRESSION STRUT SELECTEDS40913S4101MAIN RUNNERCROSS RUNNERBRACE WIRE BEYONDHANGER WIRE BEYONDCOPE FLANGE OR FLATTEN TO ALLOW INSTALLATION OF ACOUSTICAL TILEA 3 TURNS @ HANGER WIRE TYPICAL@ EACH END4 TURNS @ BRACE WIRES TYP.@ EACH ENDFOR CONNECTION TOSTRUCTURE SEE 7/S505FOR CONNECTION TOSTRUCTURE SEE DETAILS 15/-, 16/-, AND 17/-HANGER WIREBRACING WIRE1 1/2" MAX.10° TO 45°3" MAX.U.N.O.1/2" MAX.1/2" MAX. U.O.N.#12 GAGE WIRE #12 GAGE WIRE 1/2" TYP1/2" TYPMETAL DECK(2) #8 x 1/2" SELF-TAPPING SCREWSSTEEL STRAP 3" WIDEx 4" LONG x 12 GA. MIN., BENDTO ALIGN WITH WIRE INSULATION OVER METAL DECKBRACING WIRESEE S409135/8"Ø HILTI KB-TZ W/ 3 1/8" EFFECTIVE EMBED (ICC ESR-1917)NOTES:1. TEST NEW POST INSTALLED ANCHORS PER GENERAL NOTES ON S002.2. POST INSTALLED ANCHORS TO BE PLACED NO MORE THAN 1" OFFSET FROM CENTERLINE OF DECK LOW FLUTE.1 1/2"x 1 1/2"x12GA x2" CEILING CLIP, TYP(E) CONCRETE FILLED DECKTYP3/4" MIN(2) 3/8"Ø HILTI KB-TZ W/ 2" EFFECTIVE EMBED (ICC ESR-1917)(E) CONCRETE FILLED DECKOPTION 1OPTION 21-1/2"x1-1/2"x12GA1/2" MAX.S40913S40913(3) 0.157"Ø HILTI X-U (ICC ESR-2269)BRACING WIRENOTES :1. BEAM FLANGE THICKNESS SHALL NOT BE LESS THAN 3/16".2.CONNECTIONS TO STRUCTURAL STEEL SHALL NOT BE MADE IN THE PROTECTED ZONE OF MOMENT FRAME BEAMS PER S403.1/2" MAX.2" X 2" X 2" LONG X 12 GA. CLIPMETAL STUD PER ARCH. DWGS. 20 GA MIN.1 LAYER OF GYP. BD., MAX.600S137-54 SPAN (2) WALL STUDS MINIMUM. CONNECT 600S TO EACH WALL STUD PER SCHEDULE BELOW1-1/2"x1-1/2"x12GAx1" CLIP ANGLE W/ (2) #10x1-1/4" SMS (SEE NOTE 1) 1/2" MAX.S40913NOTES:1. THE CLIP ANGLE CAN BE ATTACHED DIRECTLY TO THE WALL STUD FLANGE PROVIDED BOTH OF THE FOLLOWING CONDITIONS ARE MET: - THE WALL STUD IS 18 GA MIN. AND CAPABLE OF SUPPORTING THE BRACE FORCE. - THE BRACE WIRE ALIGNS WITH THE WALL STUD WEB.WALL STUD GAUGECONNECTION TO WALL STUD (WITH GYP. BD.)CONNECTION TO WALL STUD (WITHOUT GYP. BD.)(5) #10x1-1/4" SMS(3) #10x1-1/4" SMS(2) #10x1-1/4" SMS20 GAUGE18 GAUGE(4) #10x1-1/4" SMSCOMPRESSION STRUT TABLE5'-0"6'-10"8'-0"8'10"10'-10"CHANNEL COMPRESSION STRUT MAXIMUM LENGTH250S125-33250S137-33362S137-33250137-43400S137-431. CONTRACTOR SHALL MODIFY EXISTING SUSPENDED ACOUSTICAL TILE CEILING IN ACCORDANCE WITH THESE DETAILS. WHERE ANY EXISTING CEILING HANGER WIRES OR BRACING WIRES ARE DAMAGED OR IMPROPERLY INSTALLED, EXISTING WIRES SHALL BE REMOVED AND REPLACED WITH NEW WIRES IN ACCORDANCE WITH THESE NOTES AND DETAILS.2. WHERE NEW HANGER OR BRACING WIRES ARE REQUIRED PER THESE NOTES AND DETAILS, WIRES SHALL BE #12 GAGE (0.106" DIAMETER), SOFT ANNEALED, AND GALVANIZED STEEL WIRES WTIH CLASS 1 COATING, ASTM A641. 3. CONTRACTOR SHALL VERIFY EXISTING HANGER WIRES ARE SPACED AT A MAXIMUM OF A 4 FT BY 4 FT GRID AND AT THE ENDS OF ALL MAIN AND CROSS RUNNERS WITHIN 8 INCHES OF THE SUPPORT OR WITHIN 1/4 OF THE LENGTH OF THE END TEE, WHICHEVER IS LEAST, FOR THE PERIMETER OF THE CEILING AREA. PERIMETER WIRES ARE NOT REQUIRED WHEN THE LENGTH OF THE END TEE IS 8 INCHES OR LESS. HANGER WIRES SHALL BE FASTENED WITH NOT LESS THAN 3 TIGHT TURNS IN 3 INCHES, AND HANGER WIRE LOOPS SHALL BE TIGHTLY WRAPPED AND SHARPLY BENT TO PREVENT ANY VERTICAL MOVEMENT OR ROTATION OF THE MEMBER WITHIN THE LOOPS (SEE ASTM E580 SECTION 5.2.7.2). HANGER WIRES SHALL NOT ATTACH TO OR BEND AROUND INTERFERING MATERIAL OR EQUIPMENT AND SHALL BE SEPARATED AT LEAST 6 INCHES FROM ALL UNBRACED DUCTS, PIPES, CONDUITS, ETC. HANGER WIRES THAT ARE MORE THAN 1 HORIZONTAL IN 6 VERTICAL OUT OF PLUMB SHALL HAVE COUNTER-SLOPING WIRES, EXCEPT FOR HANGER WIRES AT MAIN RUNNERS THAT ARE POSITIVELY ATTACHED TO THE PERIMETER CLOSURE ANGLE. 4. CONTRACTOR SHALL VERIFY THAT EXISTING CEILING GRID IS ATTACHED TO 2 ADJACENT WALLS AND AT LEAST 3/4 INCH CLEAR OF OTHER WALLS, AND USES PERIMETER CLOSURE ANGLES NOT LESS THAN 2 INCHES WIDE. EXISTING CEILING CONSTRUCTION SHALL BE MODIFIED AS NEEDED TO MEET THESE REQUIREMENTS. IT SHALL BE ASSUMED FOR BIDDING THAT EXISTING CEILING IS ATTACHED TO ALL WALLS AND NEW PERIMETER CLOSURE ANGLES ARE REQUIRED AT ALL LOCATIONS (TOTAL LENGTH OF NEW CLOSURE ANGLES = 542 LINEAR FEET). CONTRACTOR SHALL ALSO PROVIDE A UNIT COST PER LINEAR FOOT OF CLOSURE ANGLE REQUIRING REPLACEMENT.5. CONTRACTOR SHALL VERIFY THAT INTERCONNECTION IS PROVIDED BETWEEN RUNNERS AT THE FREE END TO PREVENT LATERAL SPREADING AT THE PERIMETER OF THE CEILING AREA WHERE MAIN OR CROSS RUNNERS ARE NOT CONNECTED TO THE ADJACENT WALL, EXCEPT WHERE THE PERPENDICULAR DISTANCE FROM THE WALL TO THE FIRST PARALLEL RUNNER IS 8 INCHES OR LESS. A METAL STRUT OR #16 GAGE WIRE WITH A POSITIVE MECHANICAL CONNECTION TO THE RUNNERS SHALL BE PROVIDED WHERE EXISTING CEILING CONSTRUCTION DOES NOT MEET THESE REQUIREMENTS.6. CONTRACTOR SHALL VERIFY THAT EXISTING SPLAYED WIRE BRACING IS PROVIDED AT A MAXIMUM OF 8 FEET BY 12 FEET ON CENTER, WITH THE FIRST ASSEMBLY WITHIN HALF THE MAXIMUM SPACING FROM EACH WALL, WITH 4 SPLAYED BRACES ORIENTED 90 DEGREES FROM EACH OTHER AT EACH LOCATION. SPLAY WIRES SHALL BE VERIFIED TO NOT EXCEED 45 DEGREES FROM THE PLANE OF THE CEILING AND WIRES SHALL BE TAUT. BRACING WIRES SHALL BE VERIFIED TO BE FASTENED WITH 4 TIGHT TURNS WITHIN A DISTANCE OF 1-1/2 INCHES. BRACING WIRES SHALL BE SEPARATED AT LEAST 6 INCHES FROM ALL UNBRACED DUCTS, PIPES, CONDUIT, ETC. NEW #12 GAGE BRACING WIRES SHALL BE PROVIDED WHERE EXISTING CEILING CONSTRUCTION DOES NOT MEET THESE REQUIREMENTS.7. CONTRACTOR SHALL PROVIDE COMPRESSION STRUTS AT ALL BRACING LOCATIONS AND SHALL NOT BE MORE THAN 1 HORIZONTAL IN 6 VERTICAL OUT OF PLUMB. IT SHALL BE ASSUMED FOR BIDDING THAT NEW COMPRESSION STRUTS MUST BE CONSTRUCTED FOR 3,000 SQUARE FEET OF EXISTING SUSPENDED TILE CEILING (MINIMUM OF 50 COMPRESSION STRUTS SHALL BE ASSUMED). CONTRACTOR SHALL ALSO PROVIDE A UNIT COST PER COMPRESSION STRUT ADDED TO EXISTING SUSPENDED TILE CEILING.8. IT SHALL BE ASSUMED FOR BIDDING THAT 600 SQUARE FEET OF SUSPENDED ACOUSTICAL TILE CEILING REQUIRES COMPLETE RECONSTRUCTION, INCLUDING HANGERS, BRACING AND SUPPORTS REQUIRED AT ATTACHED AND FREE ENDS PER THESE NOTES. CONTRACTOR SHALL ALSO PROVIDE A UNIT COST PER SQUARE FOOT OF SUSPENDED ACOUSTICAL TILE CEILING REQUIRING RECONSTRUCTION.9. CONTRACTOR SHALL VERIFY THAT EXISTING CEILING PENETRATIONS FOR SPRINKLER HEADS AND OTHER SIMILAR DEVICES THAT ARE NOT INTEGRALLY TIED TO THE CEILING SYSTEM IN THE LATERAL DIRECTION SHALL HAVE A 2 INCH OVERSIZED RING, SLEEVE OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FREE MOVEMENT OF 1 INCH IN ALL HORIZONTAL DIRECTIONS. NEW OVERSIZED RINGS, SLEEVES OR ADAPTERS SHALL BE PROVIDED WHERE EXISTING CEILING CONSTRUCTION DOES NOT MEET THESE REQUIREMENTS. A FLEXIBLE SPRINKLER HOSE FITTING THAT CAN ACCOMODATE 1 INCH OF CEILING MOVEMENT PER ASTM E580 SECTION 5.2.8.8 SHALL BE PERMITTED IN LIEU OF AN OVERSIZED RING, SLEEVE OR ADAPTER. IT SHALL BE ASSUMED FOR BIDDING THAT ACCOMODATION FOR MOVEMENT AT SPRINKLER HEADS IS REQUIRED AT 10 LOCATIONS. CONTRACTOR SHALL ALSO PROVIDE A UNIT COST PER SPRINKLER HEAD PENETRATION DEVICE REPLACEMENT.10. CONTRACTOR SHALL VERIFY THAT ALL RECESSED LIGHT FIXTURES, GRILLES, MECHANICAL TERMINALS, AND FLEXIBLE SPRINKLER HOSE FITTINGS OR OTHER SERVICES SUPPORTED DIRECTLY ON RUNNERS HAVE A MINIMUM OF 2 SLACK SAFETY WIRES ATTACHED TO THE FIXTURE AT DIAGONAL CORNERS AND ANCHORED TO THE STRUCTURE ABOVE. IT SHALL BE ASSUMED FOR BIDDING THAT 20 FIXTURES REQUIRE REPLACEMENT OF ALL SLACK WIRES. CONTRACTOR SHALL ALSO PROVIDE A UNIT COST PER FIXTURE REQUIRING REPLACED SLACK WIRES.EXISTING SUSPENDED ACOUSTICAL TILE CEILING NOTES:EXISTING SUSPENDED GYP BOARD CEILING NOTES:1. CONTRACTOR SHALL MODIFY EXISTING SUSPENDED GYP BOARD CEILING TO REMAIN IN ACCORDANCE WITH THESE NOTES. 2. WHERE NEW HANGER OR BRACING WIRES ARE REQUIRED PER THESE NOTES AND DETAILS, WIRES SHALL BE #12 GAGE (0.106" DIAMETER), SOFT ANNEALED, AND GALVANIZED STEEL WIRES WTIH CLASS 1 COATING, ASTM A641.3. CONTRACTOR SHALL VERIFY GYP BOARD CEILING IS SCREWED TO STEEL FURRING CHANNELS WITH ASTM C954 OR ASTM C1002 SCREWS AT 12" O.C. MAX TO ALL FURRING CHANNELS, AND THAT GYP BOARD SCREWS FULLY PENETRATE THE FURRING CHANNELS. NEW GYP BOARD SCREWS SHALL BE PROVIDED WHERE EXISTING CONSTRUCTION DOES NOT MEET THESE REQUIREMENTS.3. CONTRACTOR SHALL VERIFY THAT EXISTING STEEL FURRING CHANNELS OCCUR AT A MAXIMUM SPACING OF 16" O.C.. NEW 7/8" DEEP 16 GAGE STEEL FURRING CHANNELS SHALL BE PROVIDED WHERE EXISTING FURRING CHANNELS DO NOT MEET THESE REQUIREMENTS.4. CONTRACTOR SHALL VERIFY THAT 1 1/2" DEEP COLD ROLLED CHANNEL CARRIERS OCCUR AT A MAXIMUM SPACING OF 4'-0" O.C., AND ARE SECURELY TIED FACE TO FACE WITH EACH FURRING CHANNEL WITH 12 GAGE WIRE. NEW 1 1/2" DEEP 16 GAGE COLD ROLLED CHANNELS SHALL BE PROVIDED AND TIED FACE TO FACE WITH EACH FURRING CHANNEL WITH 12 GAGE WIRE WHERE EXISTING CARRIER CHANNELS DO NOT MEET THESE REQUIREMENTS. NEW WIRES SHALL BE PROVIDED WHERE EXISTING WIRES DO NOT MEET THESE REQUIREMENTS.5. CONTRACTOR SHALL PROVIDE NEW GAGE STEEL ANGLE CONNECTION BETWEEN EXISTING GYP BOARD CEILING AND PARTITION WALLS ALONG PERIMETER OF ALL EXISTING GYP BOARD CEILING AREAS TO REMAIN PER DETAIL 7/- IT SHALL BE ASSUMED FOR BIDDING THAT 4,000 LINEAR FEET OF ANGLE CONNECTION IS REQUIRED.6. CONTRACTOR SHALL VERIFY THAT EXISTING SPLAYED WIRE BRACING IS PROVIDED FOR A MAXIMUM OF 144 SQUARE FEET OF CEILING, WITH 4 SPLAYED BRACES ORIENTED 90 DEGREES FROM EACH OTHER AT EACH LOCATION. SPLAY WIRES SHALL BE VERIFIED TO NOT EXCEED 45 DEGREES FROM THE PLANE OF THE CEILING AND WIRES SHALL BE TAUT. BRACING WIRES SHALL BE VERIFIED TO BE FASTENED WITH 4 TIGHT TURNS WITHIN A DISTANCE OF 1-1/2 INCHES. BRACING WIRES SHALL BE SEPARATED AT LEAST 6 INCHES FROM ALL UNBRACED DUCTS, PIPES, CONDUIT, ETC. NEW #12 GAGE BRACING WIRES SHALL BE PROVIDED WHERE EXISTING CEILING CONSTRUCTION DOES NOT MEET THESE REQUIREMENTS.7. IT SHALL BE ASSUMED FOR BIDDING THAT 3,000 SQUARE FEET OF EXISTING GYP BOARD CEILING REQUIRES COMPLETE RECONSTRUCTION INCLUDING ALL SUPPORT, BRACING, AND CONNECTION ELEMENTS DESCRIBED IN THESE NOTES. CONTRACTOR SHALL ALSO PROVIDE A UNIT COST PER SQUARE FOOT OF EXISTING GYP BOARD CEILING REQUIRING RECONSTRUCTION.(E) HANGER WIRE, WHERE OCCURS(E) 7/8" FURRING CHANNEL @16" O.C., CONTRACTOR TO VERIFY(E) 1 1/2" COLD ROLLED CARRIER CHANNEL @ 4'-0" O.C., CONTRACTOR TO VERIFY(E) WIRE TO STUDS, WHERE OCCURS(E) 5/8" GYP. WALL~2-#10 SMS AT EA. STUD2-#10 SMS TO EA. FURRING CHANNEL3x3x16 GAGE ANGLECIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:As indicatedS409EXISTING CEILING RETROFIT DETAILSCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20DATE SIGNED:NASNGI ALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020NO SCALE9CEILING PERIMETERNO SCALE11SUSPENDED ACOUSTICAL CEIL.- CHANNEL TYPE STRUTNO SCALE13TYPICAL WIRE TURNSNO SCALE15BRACING WIRE CONNECTION AT METAL DECKNO SCALE17BRACING WIRE CONN. TO CONC. OVER METAL DECKNO SCALE16BRACING WIRE CONNECTION TO STRUCTURAL STEELNO SCALE19BRACING WIRE CONNECTION TO METAL STUD WALLNO SCALE8COMPRESSION STRUT TABLENO SCALEEXISTING SUSPENDED ACOUSTICAL TILE CEILING NOTESNO SCALE7SUSPENDED GYP. CEILINGRE-SUBMITTAL - CYCLE 0211.25.20 3 TURNS IN 3" TYPICAL@ EACH ENDHANGER WIRE ONLYHANGER WIRE 4 TURNS IN 1-1/2" TYPICAL@ EACH ENDHANGER OR BRACE WIREBRACE OR HANGER WIRE NOTES:WIRE SPLICES ARE SHOWN LOOSELY TIED FOR ILLUSTRATIVE PURPOSES ONLY AND SHALL BE DRAWN TIGHT TO COMPLETE INSTALLATION WHEN CONSTRUCTED.CUT FLANGESAND BENDNOTES:1. BEAM FLANGE THICKNESS SHALL NOT BE LESS THAN 3/16".2. CONNECTIONS TO STRUCTURAL STEEL SHALL NOT BE MADE IN THE PROTECTED ZONE OF MOMENT FRAME BEAMS PER S403.(2) 0.157"Ø HILTI X-U (ICC ESR-2269)2"(E) STL BMCOMPRESSION STRUTL1-1/2"x 1-1/2"x 12 GA x 0'-2" CLIP(E) STEEL BEAMHANGER WIRENOTES :1. BEAM FLANGE THICKNESS SHALL NOT BE LESS THAN 3/16".2. CONNECTIONS TO STRUCTURAL STEEL SHALL NOT BE MADE IN THE PROTECTED ZONE OF MOMENT FRAME BEAMS PER S403.1/2" MAX0.157"Ø HILTI X-U (ICC ESR-2269)AIR TERMINAL ORLIGHT FIXTUREMAX WT. = 56 LBS(2) 12 GA. SLACK SAFETY WIRE HANGERS PLACE ON DIAGONAL CORNERS.1-#8 S.M.S. IN OPPOSITE SIDES (2 TOTAL) LOCATE SCREWS NEAR THE CENTER OF TERMINAL OR FIXTUREHEAVY DUTY SYSTEMNOTES:1. POST INSTALLED ANCHORS TO BE PLACED NO MORE THAN 1" OFFSET FROM CENTERLINE OF DECK LOW FLUTE3. TEST NEW POST INSTALLED ANCHORS IN ACCORDANCE WITH GENERAL NOTES ON S002.L BOLT & FLUTE (SEE NOTE 3)(E) CONCRETE FILLED DECK12GA x 1" WIDECEILING CLIP MIN.3/8"Ø HILTI KB-TZ W/ 2" EFFECTIVE EMBED (ICC ESR-1917)OPTION 1C1/2" MAX.OPTION 2(2) 0.157"Ø HILTI X-U W/ 1 1/4" MIN EMBED (ICC ESR-2269)L 1-1/2"x 1-1/2"x 12 GA OPTION 3(E) CONCRETE FILLED DECK12GAx3/4" WIDE CEILING CLIP3/4" MIN0.157"Ø HILTI X-U W/ 1 1/4" MIN EMBED (ICC ESR-2269)S40913S40913S40913FREE JOINTATTACHED JOINTCROSS RUNNERS TYP.BRACING WIRELOCATION-TYP.CONT ANGLE @ PERIMETERNOTE:BRACING WIRES AND COMP. STRUT SHALL OCCUR AT EVERY 96 SQ. FT. MAX. IN ROOMS OVER 144 SQ. FT.MAIN RUNNERSSTABILIZER BARS, CROSS TEES OR STRUTS 8" MAX. FROM WALL TYP. ALONG FREE JOINTS96 SQ FT MAX MAX4' - 0"MAX8' - 0"MAX4' - 0"ATTACHED JOINTMAX6' - 0"MAX12' - 0"MAX6' - 0"FREE JOINT FREE JOINTATTACHED JOINTTYP.S4099S40913S4099S4099S4099NOTES:1. STRUTS SHALL NOT REPLACE HANGER WIRES. 2. THE MINIMUM ACCEPTABLE ANGLE IS DETERMINED SUCH THAT THE WIRES DO NOT INTERFERE WITH THE RUNNERS, LIGHT FIXTURES, ETC. AND REMAIN STRAIGHT AND UNOBSTRUCTED.RIGID COMPRESSION STRUT PER 8/S40912 GA VERTICAL HANGERS AT 4'-0" O.C. EACH WAY AT MAIN RUNNER WITH MINIMUM 3-TIGHT TURNS IN 3" AT BOTH ENDS12 GA. BRACING WIRE W/ MIN. 4-TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE CONNECTED TO MAIN RUNNERS 90º APART, 4-TOTAL AT EACH STRUT.BRACING WIRES AND COMPRESSION STRUT, SEE 11/S409MAIN RUNNERCROSS RUNNER.6 MIN10° TO 45°(NOTE 2) 2'-0" TYP4'-0"2'-0" TYPMAX.362S137-33 MIN. BACKING STUD. SPAN 2 WALL STUDS MINIMUM. FASTEN BACKING TO WALL STUDS USING (2) #10X1-1/4" SMS AT EACH STUD. 1"x1"x12GAx3/4" CLIP ANGLE. FASTEN TO BACKING STUD USING #10 X 1-1/4" SHEET METAL SCREW. NOTES:1. THIS IS APPLIED FOR PERIMETER WIRE ATTACHEMENT OR WHERE OBSTRUCTION PREVENTS ATTACHMENT TO STRUCTURE ABOVE16 MIN.161"x1"x12GAx3" CLIP ANGLE2-#10 S.M.S. @ 2" O.C.WALL STUD PER ARCH. DWGS.20 GA MIN1 LAYER OF GYP. MAXWALL STUD PER ARCH.DWGS.20 GA MINGYP. BD.(2) #10 SMS TO STUD1"x1"x12GAx3/4" CLIP ANGLE1OPTION 1OPTION 2OPTION 3(1) #10 SMS6 MIN.S40913S40913S40913(2) #10 S.M.SL 2" x 2" x 12 GA. 3/4" MINOPTION 1OPTION 2#12 S.M.S(2) #12 S.M.S.(2) #10 S.M.SL 2" x 2" x 12 GA. x 0'-8"INSULATION OVER METAL DECKMETAL DECK(E) CONCRETE FILLED DECK3/8" Ø HILTI KB-TZ W/ 2" EFFECTIVE EMBED (ICC ESR-1917) AT CENTER OF FLUTECUT FLANGESAND BEND3 7/8" MIN.2"1"(2) #10 S.M.SL 1-1/2 x 1-1/2 x 12 GA. 3/4" MINOPTION 1OPTION 2(2) 3/8" Ø HILTI KB-TZ W/ 2" EFFECTIVE EMBED (ICC ESR-1917)(E) FULL HEIGHT FIRE RATED PARTITION WALL(E) NESTED TOP TRACKANGLE FLUSH AGAINST (E) TOP TRACK, TYP16 GA. x3" LONG BENT PL W/ 0.157"Ø HILTI X-U W/ 1" EMBED TO STRUCTURE ABOVE (ICC ESR-2269), TYP EA SIDE AT MAX. 4'-0" O.C.(E) STRUCTURE ABOVENOTE:WHERE EXISTING FULL HEIGHT PARTITION WALL CONNECTIONS TO STRUCTURE ABOVE EXCEED 4'-0" O.C., PROVIDE NEW CONNECTIONS AS INDICATED SUCH THAT SPACING DOES NOT EXCEED 4'-0" O.C.1. CONTRACTOR SHALL VERIFY THE STUD SIZE, GAGE THICKNESS, AND SPACING OF EXISTING PARTITIONS AT ALL LOCATIONS WHERE WALL MOUNTED EQUIPMENT (NEW OR EXISTING) OCCURS. STUDS SUPPORTING WALL MOUNTED EQUIPMENT SHALL BE MINIMUM 16 GAGE, 3-5/8" DEEP, AT MAXIMUM 16" SPACING, AND SHALL EXTEND FULL HEIGHT TO THE STRUCTURE ABOVE. WHERE EXISTING CONSTRUCTION DOES NOT MEET THESE REQUIREMENTS, NEW 16 GAGE STUDS SHALL BE PROVIDED AT 16" O.C. MAX. ANCHORED TO THE STRUCTURE ABOVE PER 6/A803 AND CONNECTED TO THE BOTTOM TRACK WITH 1 #10 SMS EA FLANGE. STUD DEPTH SHALL MATCH EXISTING WALL DEPTH (3-5/8" MIN).2. CONTRACTOR SHALL VERIFY THAT MINIMUM 16 GAGE BACKING STUDS ARE PROVIDED AT ALL LOCATIONS WHERE WALL MOUNTED EQUIPMENT OCCURS ON EXISTING PARTITION WALLS. BACKING STUDS SHALL BE CONNECTED TO METAL STUDS WITH FILLET WELDS OR MINIMUM 3 #10 SMS AT EACH STUD AND SHALL EXTEND A MINIMUM OF ONE STUD BAY BEYOND EDGE OF EQUIPMENT. WHERE EXISTING BACKING STUDS ARE NOT PRESENT OR DO NOT MEET THESE REQUIREMENTS, NEW BACKING TRACK SHALL BE PROVIDED PER 8/A803. 3. CONTRACTOR SHALL VISUALLY VERIFY THAT PENETRATIONS OF THE PARTITION WALL DO NOT OCCUR OVER ANY NEW OR EXISTING WALL MOUNTED EQUIPMENT. WHERE PENETRATIONS OF THE PARTITION WALL OCCUR ABOVE WALL MOUNTED EQUIPMENT, THE EQUIPMENT SHALL BE RELOCATED AND ANCHORED TO THE WALL PER THE APPLICABLE DETAILS IN THESE CONSTRUCTION DRAWINGS OR THE PENETRATION SHALL BE ABANDAONED AND NEW FULL-HEIGHT STUDS SHALL BE PROVIDED TO SUPPORT THE EQUIPMENT. NEW METAL STUDS SHALL MATCH THE DEPTH OF THE EXISTING WALL AND MEET THE REQUIREMENTS IN NOTE 1.4. IT SHALL BE ASSUMED FOR BIDDING THAT 150 LINEAR FOF EXISTING PARTITION WALL SUPPORTING WALL MOUNTED EQUIPMENT REQUIRES RECONSTRUCTION, INCLUDING NEW BACKING STUDS. CONTRACTOR SHALL ALSO PROVIDE A UNIT COST PER LINEAR FOOT FOR RECONSTRUCTION OF EXISTING PARTITION WALLS SUPPORTING EXISTING WALL MOUNTED EQUIPMENT.5. CONTRACTOR SHALL VERIFY ALL EXISTING 1-HOUR RATED PARTITION WALLS INDICATED AS REMAINING EXTEND FULL HEIGHT TO THE STRUCTURE ABOVE AND ARE CONNECTED TO THE STRUCTURE AT A MAXIMUM OF 4'-0" O.C.. WHERE EXISTING 1-HOUR PARTITION WALLS DO NOT EXTEND FULL HEIGHT, THE EXISTING PARTITION WALL SHALL BE DEMOLISHED AND REPLACED WITH A FULL HEIGHT FIRE RATED PARTITION WALL PER ARCHITECTURAL DRAWINGS. WHERE CONNECTIONS TO THE STRUCTURE ABOVE EXCEED 4'-0" O.C., ADDITIONAL CONNECTIONS SHALL BE PROVIDED PER 18/-.6. CONTRACTOR SHALL INVESTIGATE AN 8'-0" LENGTH OF EXISTING PARTITION WALLS INDICATED AS REMAINING FOR EVERY 40 LINEAR FEET OF REMAINING WALL TO VERIFY THAT EXISTING PARTITION WALLS ARE BRACED AT A MAXIMUM OF 4'-0" O.C. WITH DIAGONAL BRACES OR WITH A FULL HEIGHT STUD CONNECTED TO THE STRUCTURE ABOVE. CONTRACTOR SHALL VERIFY THAT BRACING STUDS ARE MINIMUM 16 GAGE AND 3-5/8" DEEP, AND ARE CONNECTED TO THE STRUCTURE ABOVE. INADEQUATE CONNECTIONS TO THE STRUCTURE ABOVE SHALL BE RETROFIT PER 18/- FOR FULL HEIGHT STUDS OR SHALL BE REPLACED WITH NEW CONNECTIONS PER 10/A803 FOR DIAGONAL BRACES. WHERE BRACING DOES NOT MEET THESE REQUIREMENTS, NEW BRACING SHALL BE PROVIDED PER 10/A803. IF THREE CONSECUTIVE LOCATIONS ARE OBSERVED TO NOT MEET THESE REQUIREMENTS, FREQUENCY OF INVESTIGATION SHALL BE INCREASED TO 8'-0" EVERY 16 LINEAR FEET OF REMAINING PARTITION WALL. IF THREE CONSECUTIVE LOCATIONS ARE OBSERVED TO NOT MEET THESE REQUIREMENTS AFTER INCREASING THE FREQUENCY OF INVESTIGATION, BRACING SHALL BE INVESTIGATED FOR 100% OF THE EXISITNG PARTITION WALLS INDICATED AS REMAINING.7. CONTRACTOR SHALL DEMO AN 8'-0" LENGTH OF GYP BOARD ALONG BASE OF EXISTING PARTITION WALLS INDICATED AS REMAINING FOR EVERY 40 LINEAR FEET OF REMAINING WALL TO INVESTIGATE CONSTRUCTION AND VERIFY BOTTOM TRACK IS ANCHORED TO STRUCTURE BELOW WITH FASTENERS SPACED NO GREATER THAN 24" O.C.. WHERE EXISTING BOTTOM TRACK DOES NOT MEET THESE REQUIREMENTS, GYP BOARD AT THE BASE SHALL BE REMOVED ALONG THE FULL LENGTH OF THE PARTITION WALL BEING INVESTIGATED AND THE BOTTOM TRACK SHALL BE ANCHORED TO THE STRUCTURE BELOW PER 4/A803. IF THREE CONSECUTIVE LOCATIONS ARE OBSERVED TO NOT MEET THESE REQUIREMENTS, FREQUENCY OF INVESTIGATION SHALL BE INCREASED TO 8'-0" EVERY 16 LINEAR FEET OF REMAINING PARTITION WALL. IF THREE CONSECUTIVE LOCATIONS ARE OBSERVED TO NOT MEET THESE REQUIREMENTS AFTER INCREASING THE FREQUENCY OF INVESTIGATION, BOTTOM TRACK ANCHORAGE SHALL BE INVESTIGATED FOR 100% OF THE EXISITNG PARTITION WALLS INDICATED AS REMAINING AND ANCHORAGE OF THE BOTTOM TRACK SHALL BE PROVIDED TO THE STRUCTURE BELOW PER 4/A803. GYP BOARD ON EXISTING WALLS SHALL BE REPLACED IN KIND AFTER INVESTIGATION AND INSTALLATION OF NEW ANCHORAGE, IF APPLICABLE.8. IT SHALL BE ASSUMED FOR BIDDING THAT 650 LINEAR FEET OF EXISTING PARTITION WALLS MUST BE FULLY RECONSTRUCTED AND BRACED, OF WHICH 325 LINEAR FEET IS 1-HOUR RATED CONSTRUCTION. CONTRACTOR SHALL ALSO PROVIDE A UNIT COST PER LINEAR FOOT FOR RECONSTRUCTION OF EXISTING PARTITION WALLS AND 1-HOUR RATED PARTITION WALLS.EXISTING PARTITION WALL NOTES:CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:As indicatedS410EXISTING CEILING & PARTITIONRETROFIT DETAILSCARLSBAD SAFETY AND SERVICE CENTERAuthorChecker2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20NO SCALE3CEILING WIRE SPLICESNO SCALE5STRUT CONNECTION TO STRUCTURAL STEELDATE SIGNED:NASNGI ALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020NO SCALE6HAGER WIRE CONN. TO STRUTURAL STEELNO SCALE9TYP. RECESSED LIGHT FIXS./AIR TERMINALSNO SCALE10HAGER WIRE CONN. TO CONC. OVER MTL.DECKNO SCALE12TYP. SUSPENDED ACOUSTICAL TILE CLG. PLANNO SCALE13TYP. SUSPENSION AND BRACING ASSEMBLYNO SCALE7HAGER WIRE CONN. TO METAL STUD WALLNO SCALE2STRUT CONNECTION TO METAL DECKNO SCALE1STRUT CONNECTION TO CONCRETE OVER METAL DECK3" = 1'-0"18(E) FULL HT PARTITION BRACING RETROFIT1/8" = 1'-0"EXISTING PARTITION WALL NOTESRE-SUBMITTAL - CYCLE 0211.25.20 EXISTING ELECTRICAL EQUIPMENT ANCHORAGE SCHEDULEEQUIPMENT IDDESCRIPTIONLOCATIONMAX WEIGHT (#) ANCHORAGE DETAILELECTRICAL PANELELEC. ROOM - 1741507/S503SWITCHBOARDELEC. ROOM - 1741,200SIGNAL GENERATORELEC. ROOM - 174100RELAY PANELELEC. ROOM - 174200TIME CONTROL CENTERELEC. ROOM - 174200BREAKER PANELELEC. ROOM - 174300TRANSFORMERELEC. ROOM - 174300DISCONNECT SWITCHELEC. ROOM - 17450UNINTERRUPTIBLE POWER SUPPLYELEC. ROOM - 174750CENTRAL INVERTER SYSTEMELEC. ROOM - 174280SWITCHBOARDELEC. ROOM - 174500SWITCHBOARDELEC. ROOM - 174500TRANSFORMERELEC. ROOM - 174610CABINETS/MISCELLANEOUS ONPLYWOODELEC. ROOM - 174200ELECTRICAL PANELELEC. ROOM - 174150ELECTRICAL PANELELEC. ROOM - 174150TRANSFORMERELEC. ROOM - 174300ELECTRICAL PANELELEC. ROOM - 174150MISCELLANEOUS CONTROLSELEC. ROOM - 17420ELECTRICAL PANELELEC. ROOM - 207150ELECTRICAL PANELELEC. ROOM - 207150ELECTRICAL PANELELEC. ROOM - 207150CENTRAL INVERTER SYSTEMELEC. ROOM - 207280CABINETS/MISCELLANEOUS ONPLYWOODELEC. ROOM - 207200ELECTRICAL PANELELECT. - 142150MISCELLANEOUS CONTROLSELECT. - 142100TRANSFORMERELECT. - 142360SWITCHBOARDMETER ROOM - 173500ELECTRICAL PANELELEC. ROOM - 207150TRANSFORMERELEC. ROOM - 207560DISCONNECT SWITCHELEC. ROOM - 20750PNLL1ASW1SG1PNLRPTCC1BP1TR1DS1UPS1CIS1SW2SW3TR2E-M2PNLP1BPNLEP1ATR3PNLEL1AE-M1PNLL2APNLP2APNLEP2ACIS2E-M4PNLEP1BE-M3TR4SW4PNLX1TR5DS21/S5017/S5037/S5037/S5033/S5013/S5017/S5033/S5013/S5011/S5011/S5013/S50113/S5017/S5037/S5033/S5017/S50313/S5017/S5037/S5037/S5033/S50113/S50113/S5017/S5033/S5013/S5017/S5035/S5031/S501ELECTRICAL PANELELEC. ROOM - 2071507/S503TRANSFORMERSTAIR #2 - ST022753/S501UNINTERRUPTIBLE POWER SUPPLYSTAIR #2 - ST027283/S501ELECTRICAL PANELSTAIR #2 - ST021507/S503DISCONNECT SWITCHSTAIR #2 - ST02507/S503MISCELLANEOUS ITELECT. - 14220013/S501MISCELLANEOUS ITELECT. - 14220013/S501IT RACKELECT. - 1421,30015/S501IT RACKELECT. - 1421,30015/S501MISCELLANEOUS ITMASTERMPOE/MDF ROOM - 14320013/S501MISCELLANEOUS IT20013/S501MISCELLANEOUS IT20013/S501MISCELLANEOUS IT20013/S501IT RACK1,30017/S501IT RACK1,30017/S501IT RACK1,3001/S502IT RACKMASTERMPOE/MDF ROOM - 1431,3001/S502IT RACKMASTERMPOE/MDF ROOM - 1431,3001/S502IT RACKMASTERMPOE/MDF ROOM - 1431,3001/S502IT RACKMASTERMPOE/MDF ROOM - 1431,3001/S502IT RACKMASTERMPOE/MDF ROOM - 1431,3001/S502IT RACKMASTERMPOE/MDF ROOM - 1431,3001/S502IT RACKMASTERMPOE/MDF ROOM - 1431,3001/S502INTEGRATED MULTIMEDIAEXCHANGEMASTERMPOE/MDF ROOM - 1431,50017/S501DISCONNECT SWITCHMECH. EQUIP. - 171509/S502DISCONNECT SWITCHMECH. EQUIP. - 171509/S502DISCONNECT SWITCHELEV. EQUIP. - 172507/S503DISCONNECT SWITCHMECH. EQUIP. - 221509/S502DISCONNECT SWITCHMECH. EQUIP. - 221509/S502DISCONNECT SWITCHMECH. EQUIP. - 221509/S502PNLX2TR6UPS2DS9IT-M5IT-M6RACK11RACK12IT-M1IT-M2IT-M3IT-M4RACK1RACK2RACK3RACK4RACK5RACK6RACK7RACK8RACK9RACK10NEC1DS3DS4DS8DS5DS6DS7PNLEL2AEXISTING ELECTRICAL EQUIPMENT ANCHORAGE SCHEDULEEQUIPMENT IDDESCRIPTIONLOCATIONMAX WEIGHT (#) ANCHORAGE DETAILMASTERMPOE/MDF ROOM - 143MASTERMPOE/MDF ROOM - 143MASTERMPOE/MDF ROOM - 143MASTERMPOE/MDF ROOM - 143MASTERMPOE/MDF ROOM - 143MASTERMPOE/MDF ROOM - 143NEW ELECTRICAL EQUIPMENT ANCHORAGE SCHEDULEEQUIPMENT IDDESCRIPTIONLOCATIONMAX WEIGHT(#)ANCHORAGE DETAILELECTRICAL CABINETELEC. ROOM - 1741503/S501IT RACKIDF ROOM - 1321,300IT RACKWORKROOM/IDFROOM - 2371,300IT RACKSTORAGE - 2871,30015/S501GENERATOREXTERIOR18,3001/S400ATS1RACK13RACK14RACK15GEN115/S50115/S501PHOTOVOLTAIC PANELSROOF60 (EACH)6/S502PVEXISTING MECHANICAL EQUIPMENT ANCHORAGE SCHEDULEEQUIPMENT IDDESCRIPTIONLOCATIONMAX WEIGHT(#)ANCHORAGE DETAILAIR HANDLING UNITMECH. EQUIP. - 1719,0002/S502AIR HANDLING UNITMECH. EQUIP. - 2215,400AIR HANDLING UNITMECH. EQUIP. - 2211,000CONTROL PANELMECH. EQUIP. - 171150CONTROL PANELMECH. EQUIP. - 171150CONTROL PANELMECH. EQUIP. - 171150CONTROL PANELMECH. EQUIP. - 171150CONTROL PANELMECH. EQUIP. - 221150CONTROL PANELMECH. EQUIP. - 221150CONTROL PANELMECH. EQUIP. - 221150CONTROL PANELMECH. EQUIP. - 221150SOUND TRAPMECH. EQUIP. - 1711,200SOUND TRAPCORRIDOR - 193510SOUND TRAPWOMEN'S - 168510FAN POWERED BOXMEN'S LOCKERS -164130FAN POWERED BOXMEN'S LOCKERS -164130ELEVATOR MACHINEELEV. EQUIP. - 172ELEVATOR MACHINEELEV. EQUIP. - 175AHU1AHU2AHU3CP1CP2CP3CP4CP5CP6CP7CP8ST1ST2ST3FPH1FPH6ELEV1ELEV21,0001,0002/S5021/S5049/S5029/S5029/S5029/S5029/S5029/S5029/S5029/S5021/S5041/S5041/S5041/S5041/S5043/S5013/S501AC CONDENSING UNITROOFACE1884/S502AC CONDENSING UNITROOFACE2884/S502AC EVAPORATOR UNITDISPATCH CENTER-144ACE3312/M802AC EVAPORATOR UNITDISPATCH CENTER-144ACE4312/M802EXISTING MECHANICAL EQUIPMENT ANCHORAGE SCHEDULEEQUIPMENT IDDESCRIPTIONLOCATIONMAX WEIGHT(#)ANCHORAGEDETAILVAV BOXPHYSICAL FITNESS -161501/S504VAV BOXPHYSICAL FITNESS -16150VAV BOXTRAFFICSUPERVISOR - 10850VAV BOXLOBBY - 10150VAV BOXPUBLIC COUNTER -10450VAV BOXRECORDS - 10950VAV BOXCORRIDOR - 19750VAV BOXLOBBY - 10150VAV BOXLOBBY - 10150VAV BOXWOMEN'S LOCKERS - 16950VAV BOXMASTER MPOE/MDF ROOM- 14350VAV BOXMEN'S LOCKERS -16450VAV BOXTRAFFIC - 11650VAV BOXTRAFFIC - 11650VAV BOXBRIEFING - 12150VAV BOXBRIEFING - 12150VAV BOXBRIEFING - 12150VAV BOXBATTERYCHARGING/SHOTGUNSTORAGE - 12650VAV BOXOFFICE - 15250VAV BOXCST OFFICE - 15350VAV BOXOFFICE - 15450VAV BOXNARCOTICS - 15850VAV BOXEVIDENCE -15750VAV BOXEVIDENCE -15750VAV BOXPROPERTY &EVIDENCE - 15950VAV BOXPROPERTY &EVIDENCE - 15950VAV BOXCST - 15150VAV BOXBATTERYCHARGING/SHOTGUNSTORAGE - 12650VAV BOXLOUNGE - 14650VAV BOXRECORDSSUPERVISOR - 11050VAV BOXSGT. OFFICE - 20450VAV BOXSGT. OFFICE - 205501/S504VAV BOXOFFICE - 20650VAV BOXINVESTIGATIVESERVICES - 20150VAV BOXOFFICE - 20950VAV BOXCRIME OFVIOLENCE - 21050VAV BOXFIRE TRAININGOFFICER - 27250VAV BOXJUVENILE SERVICESSERGEANT - 21150VAV BOXEOC DIRECTOR - 27150VAV BOXEMPTY - 27550VAV BOXEMS MGR - 27650VAV BOXFIRE ANALYST - 27750VAV BOXHALLWAY - 27350VAV BOXCLERICAL - 27850VAV BOXFIRE DIV. CHIEF -28150VAV BOXFIRE ADMIN - 28050VAV BOXEOC DIRECTOR - 27150VAV BOXSECRETARY - 28250VAV BOXSECRETARY - 29150VAV BOXSECRETARY - 28250VAV BOXSECRETARY - 29150VAV BOXOFFICE - 26050VAV BOXADMIN ASSIST. - 25850VAV BOXTECH SERVICECAPTAIN - 25550VAV BOXWORKROOM/ IDFROOM - 23750VAV BOXRES. ASSIST. - 24050VAV BOXJUVENILE SERVICESSERGEANT - 21150VAV BOXHOMELESSOUTREACH - 15550FAN COILCORRIDOR - 262150FAN COILCORRIDOR - 262150FAN COILCORRIDOR - 26680FAN POWERED BOXWOMEN'S LOCKERS- 16965FAN POWERED BOXPROPERTY &EVIDENCE - 15965FAN POWERED BOXALS ROOM - 22465EXISTING MECHANICAL EQUIPMENT ANCHORAGE SCHEDULEEQUIPMENT IDDESCRIPTIONLOCATIONMAX WEIGHT(#)ANCHORAGEDETAILVBH34VB67VBH41VBH42VBH43VBH44VBH45VBH46VBH47VBH48VBH49VBH50VBH52VBH53VBH58VBH59VBH60VBH61VBH64VBH65VBH66FC2FC3FC4FP2FPH3FPH5VBH35VBH33VBH32VB31VB30VB29VB28VBH27VBH1VBH2VBH3VBH4VBH5VBH6VB7VBH8VBH9VB10VB11VB12VBH13VB15VBH16VBH17VBH18VBH19VB20VBH21VBH22VBH24VB25VB26VBH36VBH37VBH38VBH39VBH40AC CONDENSING UNITROOF884/S502AC CONDENSING UNITROOF884/S502AC EVAPORATOR UNITDISPATCH CENTER -144312/M802AC EVAPORATOR UNITDISPATCH CENTER -144312/M802ACE1ACE2ACE3ACE41/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S504NOTE: DETAIL 1/S501 MAY BE USED IN LIEU OF 3/S501.CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:As indicatedS500EQUIPMENT ANCHORAGE SCHEDULESCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20DATE SIGNED:NASNGI ALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020RE-SUBMITTAL - CYCLE 0211.25.20 EQUIPMENT OR CABINETS PERMEP DWGS. OR ARCH. DWGS.PROVIDEBACKING PER1A/S9.03 TYP.PROVIDE #12 SMS @ 12" O/C @ TOP ANDBOT. OF EQUIPMENT OR CABINET W/ WASHERSAS AN ALTERNATE (IN LIEU OF INTERIORANCHORS), CONTRACTOR MAY LEAVE EQUIPMENTIN PLACE AND PROVIDE BENT PLATES AT TOP ANDBOTTOM (AS SHOWN)AS AN ALTERNATE (IN LIEU OF INTERIOR ANCHORS),CONTRACTOR MAY LEAVE EQUIPMENT IN PLACE ANDPROVIDE BENT PL. @ TOP & BOT. BOTH BOT. PL. SHALLBE AT FRONT OR ON OPPOSING SIDES ASSHOWNPROVIDE 12 GA. BENT PL ATTACHEDTO CONC. W/ 2 - #12 SMS TOEQUIPMENT AND 1 - 3/8"Ø HILTI KB-TZW/ 2" EFFECTIVE EMBED (ICCESR-1917), TYP.ALT.ALT.12 GA. BENT PL. x 3" LONG MINW/ 3 - #10 SMS TO EQUIPMENTMAX. WT. INCLUDINGCONTENTS = 2,000 LBS(E) CONC.SOG(E) STRUCTURE(N) OR (E) STUD WALL PERARCH. DWGS., 16 GAGE STUDSMINXXYYSECTION Y-YSECTION X-X90" MAX.℄OF SCREWS &BACKING CHANNEL(N)L3x3x1/4x3" LONGW/ (2)-#10 SMS TOEQUIP. AND (1) 3/8" ∅A307 THRU BOLT, TYP.(E) CONC.FILLED METALDECK1/2"x3" WIDE ASTM A36 PL(PLATE MUST SPAN TOUNPENETRATED FLUTESEA SIDE OF BOLT)90" MAX.TYP. 1 1/2"TYP. 12"TYP. 1 1/2"3"PLYWOOD PANELMETAL STUDSFRONT ELEVATION#12 SMS AT EACH CORNER TYP. (4 TOTAL MIN.)SMS TO EA STUD PER 8/A8034X16 GA. STEEL STUDS MIN.MAX. WT=200 LBS(PLYWOOD + MOUNTED EQUIPMENT) 48"3/4" PLYWOOD 6"x16GA BACKING TRACK PER 8/A803METAL STUDSSIDE ELEVATIONBACKING TRACK TYP. 24"2 1/4" TO 4"EQUIPMENT MOUNTED TO PLYWOODNEW OR (E) EQUIP.MAX WT. = 1,100 LBS(E) CONC. S.O.G.(N) L3x3x1/4 x 3" LONG W/2 - #10 SMS TO EQUIP.AND 3/8"Ø HILTI KB-TZW/ 2" EFFECTIVE EMBED(ICC ESR-1917), TYP.ALTERNATE ANCHORLOCATION, TYP, SEENOTESNOTES:1. STEEL ANGLES OF THE SAME THICKNESSWITH LONGER VERTICAL LEGS MAY BE USED TO ATTACH TO EQUIPMENT.2. DETAIL1/- MAY BE USED IN LIEU OF THIS DETAIL.ELEVATIONPLAN90" MAX.(N)L3x3x1/4x3" LONGW/ (2)-#10 SMS TOEQUIP. AND (1) 3/8" ∅A307 THRU BOLT, TYP.(E) CONC.FILLED METALDECK1/2"x3" WIDE ASTM A36 PL(PLATE MUST SPAN TOUNPENETRATED FLUTESEA SIDE OF BOLT)NEW OR (E) EQUIP.MAX WT. = 1,100 LBS90" MAX.-AMAX. TYP. 4 "-ATYP.1 1/2"1" TYP.A NEW OR (E) IT RACKMAX. WT. = 1,300 LBS(RACK + CONTENTS)2 3/8"Ø A307 THRU-BOLT EA. SIDE (4 MIN TOTAL)CONT. 1/2" x3" WIDE ASTM A36 PL (PLATE MUST SPAN TO UNPENETRATED FLUTES)(E) CONC. FILLED METAL DECKMAX. 90"ELEVATIONANCHORAGE AT 2ND FLOORPLAN A-AMIN.1 1/4" TYP.MIN. 12 1/2"MIN.2" TYP.(N) OR (E) IT RACK BASE3"AANEW OR (E) IT RACKMAX. WT. = 1,300 LBS(RACK + CONTENTS)3 3/8"Ø HILTI KB-TZ W/ 2" EFFECTIVE EMBED (ICC ESR-1917) EA. SIDE (6 MIN TOTAL)(E) S.O.G.ELEVATIONANCHORAGE AT S.O.G.PLAN A-AMIN.1 1/4" TYP.MIN. 12 1/2"MIN.2" TYP.3"MAX. 90"EQEQAA(N) OR (E) IT RACK BASENEW OR (E) EQUIPMENTMAX. WT. = 1,500 LBS(UNIT + CONTENTS)ELEVATIONANCHORAGE AT S.O.G.PLAN A-AMAX. 80"UNISTRUT P2072 W/ 3/8"ØHHCS AND HOCW037 TOUNISTRUT AND 2 - 3/8"Ø HILTIKH-EZ W/ AT DIAGONALLY OPPOSITE HOLES 2-1/2" EMBED TO S.O.G. (ICC ESR-3027), TYPUNISTRUT P1001 MIN.3" TYP.P100T UNISTRUT BRACE EA DIRECTION, EA SIDE OF RACK (MIN 4 TOTAL EA. RACK )ANCHOR TO S.O.G. PER 14/S503, TYP EA. BRACEMAX.3" TYP.(E) RAISED ACCESS FLOOR 3/8"Ø HHCS AND HOCW037 CENTERED IN ANGLE (4 MIN TOTAL)UNISTRUT P1843 W/ 3/8"Ø HHCS TO EA. UNISTRUT CHANNEL, TYPMIN. 18"L3x3x1/4 x3" LONG W/ 2 #10 SMS TO EQUIP., TYPMIN. 18"TYP.3" MIN. AACIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:As indicatedS501EQUIPMENT ANCHORAGE DETAILSCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20NO SCALE1TYP. WALL AND BASE ANCHORED EQUIPMENTDATE SIGNED:NASNGI ALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020NO SCALE13PLYWOOD MOUNTED EQUIPMENT DETAILNO SCALE3TYP. BASE ANCHORED EQUIPMENTNO SCALE15IT RACK ANCHORAGENO SCALE17EQUIPMENT ANCHORAGE AT RAISED ACCESS FLOORRE-SUBMITTAL - CYCLE 0211.25.20 (E) CONC. CURB3/8"Ø HILTI KH-EZ W/ 1-5/8" EMBED AT 5'-0" O.C. MAX, 6 MIN EA. LONG SIDE OF AHU (ICC ESR-3027)V.I.F. 3 1/2"(E) SOG OR CONCRETE FILLED DECK(E) AHU PER MECH. DWGS.MAX WT. = 9,000 LBS AT 1ST FLOORMAX WT. = 5,400 LBS AT 2ND FLOOR12 GA. x3" LONG BENT PL. W/ 3-#10 SMS TO AHUMIN.3"ALTERNATE (E) AHU ANCHORAGE(E) CONC. CURB3/8"Ø HILTI KH-EZ W/ 1-5/8" EMBED AT 5'-0" O.C. MAX, 6 MIN EA. LONG SIDE OF AHU (ICC ESR-3027)V.I.F. 3 1/2"(E) SOG OR CONCRETE FILLED DECK(E) AHU PER MECH. DWGS.MAX WT. = 9,000 LBS AT 1ST FLOORMAX WT. = 5,400 LBS AT 2ND FLOORMIN.3"(E) EQUIPMENTMAX WT. = 150 LBSAS AN ALTERNATE CONTRACTOR MAY PROVIDE BENT PLATES AND ANCHORS ON SIDES OF EQUIPMENT AS SHOWN3/8"Ø SS HILTI KB-3 W/ 2-1/2" EMBED (ICC ESR-1385), TYP (4 TOTAL)(E) 8" CMU WALL3"x3" x4" LONG 12 GA. BENT PL W/ 2 - #10 SMS TO EQUIPMENT, TYPFRONT VIEWMIN.1' - 8"SIDE VIEW9" MAX.(E) 8" CMU WALLTYP.1"TYP.1 1/2"3/8"Ø HHCS ANDHOCW037 AT RACKANCHOR HOLES,4 MIN PER RACK, TYPUNISTRUT P2072 W/ 3/8"ØHHCS AND HOCW037 TOUNISTRUT AND 2 - 3/8"Ø HILTIKH-EZ W/ AT DIAGONALLY OPPOSITE HOLES 2-1/2" EMBED TO S.O.G. (ICC ESR-3027), TYPUNISTRUT P1000HS POST AT3'-0" O.C. MAXP1001 UNISTRUT(E) CONC.S.O.G.(E) RAISED ACCESS FLOORP1026 W/ 3/8"Ø HHCSAND HOC037 TO EA.UNISTRUT, TYPMAX WT. = 1,300 LBS(RACK PLUS CONTENTS)FRONT VIEWTYP.26" MAX.TYP.90" MAX.TYP.3" MIN.NOTE: MULTIPLE RACKS MAY BE SUPPORTED ON A SINGLE SPAN OF P1001 UNISTRUT AS SHOWN. ALTERNATIVELY, EACH RACK MAY BE SUPPORTED INDEPENDENTLY WITH 4 UNISTRUT POSTS MIN.UNISTRUT P1843 W/ 3/8"Ø HHCS TO EA. UNISTRUT CHANNEL, TYPP1000T UNISTRUT BRACE EA DIRECTION, EA SIDE OF RACK (MIN 4 TOTAL EA. RACK )ANCHOR TO S.O.G. PER 14/S408(E) AC UNITMAX WT. = 100 LBS(E) STEEL BM, WHERE OCCURS1/4"Ø SS TEKS SCREWS AT UNIT ANCHOR HOLES, 4 TOTAL(E) 18 GA. METAL DECK, V.I.F.ROOFING PER ARCH. DWGS.SS 600T150-971/8WELD TO TOP OF 3 FLUTES MIN, TYPOPTIONAL: USE 2 #10 SMS TO TOP OF EA FLUTE (3 FLUTES MIN) IN LIEU OF WELDS, TYP(E) W12X19(E) W12X19(E) W12X19(E) W12X19HSS4X4X1/8HSS4X4X1/8HSS4X4X1/8HSS4X4X1/8HSS4X4X1/8HSS4X4X1/8HSS4X4X1/8HSS4X4X1/8HSS4X4X1/8HSS4X4X1/8HSS4X4X1/8HSS4X4X1/8HSS4X4X1/8HSS4X4X1/8HSS4X4X1/8HSS4X4X1/8HSS4X4X1/8HSS4X4X1/8HSS4X4X1/8HSS4X4X1/8HSS4X4X1/8MAX. 12'-0"MAX.12' - 0"TYP.3' - 6" MAX.8S502PV PANELS PER ELEC. DWGS.NOTE:UNISTRUT FRAMING SUPPORTING PV PANELS NOT SHOWN FOR CLARITY.HSS4X4X1/8HSS4X4X1/8TYPV.I.F.8'-0" TYP.PIPE COL PER PLAN, TYP.PIPE COL. PERPLAN, TYP(E) Wx PER PLAN,TYPUNISTRUTP1000HS @4'-0" O.C. MAXPV PANELPER ELEC DWGS1/4" Ø UNISTRUT HHCS ANDP3006-1420 OR P1006T1420CHANNEL NUT W/ NEOPRENEWASHER, TYP. AT PANELANCHOR HOLES (8 TOTAL PERPANEL)UNISTRUT P1843 W/ 1/2"Ø HHCS END OF P1000T,TYPUNISTRUT P1000HS W/ 3/8"Ø HHCS, P3008 CHANNEL NUT, AND HOCW037 WASHER TO P1000T, TYP.NOTES:1. ALL UNISTRUT COMPONENTS SHALL BE STAINLESS STEELOR HOT-DIPPED GALVANIZED.2. CONTRACTOR TO PAINT OR COATINSIDE EDGES OF PV PANEL ANCHOR HOLES WITH CORROSION RESISTANT PAINT.HSS PER PLAN, TYP1/4" THK CAP PL. PER 14/S102, SIM.2 5 ° ±TYP.1'-0" MAX.1/81/8TYP.1/8T&B,TYP.(1/16)(1/16)1/8TELESTRUT P9000(E) METAL DECK ROOF(1/16)MAX WT. = 4,000 LBS(LOCKERS + CONTENTS)YPLAN VIEW AT BASEEQEQEQEQEQEQTYP.3" MIN. L3x3x1/4x3" LONG W/ 2-#10 SMS TO EQUIP., TYPYYPLAN VIEW AT TOPL3x3x1/4 x6" LONG W/ 4 - #10 SMS TO TOP OF EQUIPMENT, TYPY12" MAX. TYP.6" MIN.TYP.TYP.SECTION Y-Y67(E) W21x44(E) W21x44HSS 3x3x1/81/2"Ø BOLT CENTERED IN ANGLE LEGMIN.4"TYP.1" MIN.3/8" STL PLL3x3x1/4L3x3x1/41/2"Ø BOLT CENTERED IN ANGLE LEGTYP.1" MIN.TYP.1" MIN.(E) PASS THROUGH LOCKERS(E) S.O.G.3/8"Ø HILTI KB-TZ W/ 2" EFFECTIVE EMBED. (ICC ESR-1917), TYP (7 TOTAL)3/163/16TYP.3/163/163/16CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:As indicatedS502EQUIPMENT ANCHORAGE DETAILSCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20NO SCALE2(E) AHU ANCHORAGENO SCALE9CMU WALL MOUNTED EQUIPMENTNO SCALE1IT RACK ANCHORAGE AT RAISED ACCESS FLOORNO SCALE4(E) ROOF TOP AC UNIT ANCHORAGEDATE SIGNED:NASNGI ALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020NO SCALE6TYP. PHOTOVOLTAIC (PV) PANEL ARRAY PARTIAL PLANNO SCALE8PV PANEL CONNECTION DETAILNO SCALE13EVIDENCE LOCKER ANCHORAGE PLANSRE-SUBMITTAL - CYCLE 0211.25.20 MAX. WT. (LOCKER & CONTENTS) = 800# EA. LOCKERPROVIDE 2-1/4"∅A307 THRUBOLTS @ 36" O/C VERT. TYP.3/8"Ø HILTI KB-TZW/ 2" EFFECTIVEEMBED, TYP OF 4TOTAL (ICC ESR-1917)PLAN X-X- CONNECTED LOCKERSSIDE ELEVATION- CONNECTED LOCKERSXX 2 "1" TYP.2"TYP.1 1/2"WIRE SHELF (TYP.)PROVIDE BACKING PERARCH. DWG.PROVIDE #12 SMS W/ 2" ∅WASHERTHROUGH WIRE-FRAME SHELF PER 6/- (3 PER SHELF)MAX. WT. SHELF & CONTENTS = 1000#ELEVATIONYYSECTION Y-Y3/8"Ø HILTI KH-EZ W/ 2 1/2" EFFECTIVE EMBED (ICC ESR-3027), TYP EA FRONT LEG(E) S.O.G. OR CONCRETE FILLED DECKTERMINATEHEADER TYP.USE 4-#6 SMS PER SINGLEPANEL (AT CORNERS) TYP,WHERE ADDITIONAL ADJACENTPANELS OCCURS, PROVIDEADDITIONAL SCREWS TO (E)FRAMING (4 PER PANEL)MAX. WT. = 60#(E) RECESSEDELECTRICAL PANELDEMO (E) PLASTER AROUND (E)RECESSED ELECTRICAL PANE TOEXPOSE (E) FRAMING.(E) WALL FINISHVERIFY CONNECTION OF VISIBLE(E) FRAMING MEMBERS FROMVIEWER TO VERT. STUDS AREWELDED OR SCREWED. PROVIDE#10 SMS WHERE CONNECTION ISNOT FOUNDA - AAA2" MIN.NOTE: IT SHALL BE ASSUMED FOR BIDDING THAT FRAMING SUPPORTING RECESSED PANEL REQUIRES COMPLETE RECONSTRUCTION.#10 SMS @ EA.CORNER TYP.PROVIDE BACKING PERARCH DWG.ELEC. EQUIP.MAX. WT.= 200 LBSAAFRONT ELEVATIONSIDE ELEVATIONMAX.3' - 8"MAX. 6 1/2"2" TYP.NOTE: CONTRACTOR MAY PROVIDE CONNECTION TO (E) STUD WALL IF WALL CONSTRUCTION AND BACKING TRACK MEET THE MINIMUM SIZE REQUIREMENTS INDICATED.MIN. 24"MAX. WT. CABINET &CONTENTS = 600#PROVIDE #10 SMS @ 12" O/C W/WASHERS (MIN 6 PER ROW)(N) OR (E) CABINETSAS AN ALTERNATE (IN LIEU OF INTERIOR ANCHORS),CONTRACTOR PROVIDE BENT PLATE AT TOP AND BOTTOM (ATTACHED AS SHOWN)PROVIDE 12 GA. BENT PL. W/ 3-1/4"∅A307THRU-BOLTS TO CABINETPROVIDE #10 SMS @ 12" O/C TO (N)BACKING TYP.℄OF SCREWS &BACKING CHANNELPROVIDE BACKING PER ARCH. DWGS.TYP.SECTION Y-YSECTION X-XXXYYMAX.4' - 0"2" TYP.MAX. 24"MAX. 24"C.G.MAX. 12"MAX. WT. (LOCKER & CONTENTS) = 800# EA. LOCKER3/8"Ø HILTI KB-TZW/ 2" EFFECTIVEEMBED, TYP OF 4TOTAL (ICC ESR-1917)PLAN X-XSIDE ELEVATIONXX1" TYP.TYP.1 1/2"MAX. WT. MOUNTING BRACKET & MONITOR = 250#(N) OR (E) MONITORPROVIDE BACKING PER ARCH. DWGS.SECTIONMAX. EXTENSION 12.5"ELEVATIONMIN.5"CL OF SCREWS AND BACKING TRACK4 1/4"Ø SMS EA. ROW THROUGH MOUNTING PLATECIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:As indicatedS503EQUIPMENT ANCHORAGE DETAILSCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20NO SCALE1INTERIOR LOCKERS ANCHORAGENO SCALE3METAL SHELVING UNIT ANCHORAGENO SCALE5(E) RECESSED ELECTRICAL PANEL ANCHORAGENO SCALE7ELECTRICAL EQUIPMENT WALL ANCHORAGENO SCALE11WALL MOUNTED EQUIP.DATE SIGNED:NASNGI ALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020NO SCALE19INTERIOR SINGLE LOCKERS ANCHORAGENO SCALE13WALL MOUNTED TV MONITOR ANHCORAGERE-SUBMITTAL - CYCLE 0211.25.20 B-LINE SOLID, PUNCHED OR SLOTTED B22 CHANNEL WHERE STIFFENERS REQUIRED, TYP.B-LINE B22 SOLID OR PUNCHED CHANNEL, TYP., PUNCHED HOLE DIAMETER MUST BE 1/16" MAX LARGER THAN ROD DIAMETER(E) MECH. EQUIPMENT, MAX. WT. = =1,200 LBS.B-LINE ALL THREADED ROD, 3/8"⌀FOR EQUIPMENT UP TO 300 LBS. MAX. WT., 1/2"⌀FOR EQUIPMENT UP TO 1,200 LBS. MAX. WT., TYP.TOLCO FIG. 98 ROD STIFFENERS AT 13" O.C. MAX. WHERE STIFFENERS REQUIRER, TYP.MAX.4"#10 SELF TAPPING SMS @ 12" O.C. MAX. TYP.TYP.1" MAX.TOLCO FIG. 990 CABLE SWAY BRACE ATTACHMENT, TIGHTEN UNTIL BREAK-OFF NUTS COME OFFPRE-STRETCHED GALVANIZED AIRCRAFT W/ 7x19 STRAND CORE, 1/8"⌀FOR EQUIPMENT UP TO 300 LBS. MAX. WT., 3/16"⌀FOR EQPT. UP TO 1,200 LBS. MAX. WT., TYP. ALL CABLESTOLCO FIG. 991 CABLE SWAY BRACE ATTACHMENT, TIGHTEN UNTIL BREAK-OFF NUTS COME OFF, TYP.-30° MAX. FOR EQPT. WT. = 900 LBS. OR GREATER;45° MAX. FOR EQPT. WT. = 500 LBS. TO 900 LBS.;60° MAX. FOR EQPT. UP TO 500 LBS. MAX. WT. TYP ALL CABLESWITHOUT ROD STIFFENER18" MAX.B-LINE HN SERIES HEX NUT & B-LINE B200 SERIES SQUARE WASHER, TYP.MAX.1"MAX.4"MAX.1"(E) MECHANICAL EQUIPMENTPLAN VIEWCABLE BRACE, TYP.6'-0" MAX.TYP.2" MIN,(E) STRUCTURE ABOVEELEVATION VIEWHANGER CONNECTION PER BRACE CONNECTION PER S5042S5043BRACE CONNECTION PER S5042S5043S5044S5045S5046HANGER CONNECTION PER S5044S5045S5046(E) W BM.8'-0" (V.I.F.)(E) W BM.(E) W BM.3/163/16TYP.B-LINE B22A STITCH-WELDED OR B-LINE B11TOLCO 900 SERIES BRACE ATTACHMENT, TYP. TOLCO FIG. 825 OR 828 STEEL SWAY BRACE ATTACHMENTOPTION ETOLCO 900 SERIES BRACE ATTACHMENT W/ TOLSTRUT SPRA OR B-LINE B-200 SPRING NUT & HEX HEAD MACHINE BOLT OPTION F (MAX. EQUIPMENT WT. = 300 LBS. ONLY)(E) W BM.(3/16)(3/16)TYP.(E) W BM.(E) W BM.(E) W BM.OPTION ATOLCO 900 SERIES BRACE ATTACHMENTOPTION BOPTION COPTION D(E) CONC. FILLED METAL DECKROD COUPLING SUPPORT ROD 1/2"Ø HILTI KB-TZ W/ 2" EFFECTIVE EMBED (ICC ESR-1917) W/ TOLSTRUT OR B-LINE FLAT FITTING, SINGLE ANCHOR CONN. MAY BE USED ONLY FOR EQPT. UP TO 300 LBS MAX.B-LINE B22 SOLID CHANNELEDGE OF CONC. 1" MAX. OFFSET FROM CL. OF FLUTE (TYP.)12" MIN.EDGE OF CONC. 12" MIN.1/2"Ø HILTI KB-TZ W/ 2" EFFECTIVE EMBED (ICC ESR-1917) W/ TOLSTRUT OR B-LINE FLAT FITTING, TYP. ANCHOR MAY BE OFF-CENTER 1" MAX OF BOTTOM OF FLUTESUPPORT ROD W/ TOLSTRUT OR B-LINE FLAT FITTING & TOLSTRUT OR B-LINE SPRING NUT, MUST BE CENTERED BETWEEN (2) ANCHORS1' - 0"EQ EQNOTE:ANCHORS ON THE SAME FLUTE MUST BE SPACED A MINIMUM OF 6 3/4" O.C..(E) CONC. FILLED METAL DECK1/2"Ø HILTI KB-TZ W/ 2" EFFECTIVE EMBED (ICC ESR-1917) W/ TOLSTRUT OR B-LINE FLAT FITTING, SINGLE ANCHOR CONN. MAY BE USED ONLY FOR EQPT. UP TO 200 LBS MAX.B-LINE B22 SOLID CHANNELEDGE OF CONC. 12" MIN.EDGE OF CONC. 12" MIN.1/2"Ø HILTI KB-TZ W/ 2" EFFECTIVE EMBED (ICC ESR-1917) W/ TOLSTRUT OR B-LINE FLAT FITTING, TYP. ANCHOR MAY BE OFF-CENTER 1" MAX OF BOTTOM OF FLUTEB-LINE HEX HEAD MACHINE BOLT AND 3/8"⌀B-LINE N200 SPRING NUT, MUST BE CENTERED BETWEEN (2) ANCHORSTOLCO 900 SERIES ATTACHMENT 1" MAX. OFFSET FROM CL. OF FLUTE (TYP.)TOLCO 900 SERIES ATTACHMENT BRACE MUST BE ORIENTED PARALLEL W/ CHANNEL STRUT1' - 0"EQ EQ1 1/2" MIN.NOTE:ANCHORS ON THE SAME FLUTE MUST BE SPACED A MINIMUM OF 6 3/4" O.C..B-LINE B22 SOLID CHANNELB-LINE N200 SPRING NUT W/ HHMB(E) 18 GA. METAL DECK(9) #10 SELF-TAPPING SHEET METAL SCREWS(E) 18 GA. METAL DECK(MAX. EQUIPMENT WT. = 200 LBS. ONLY)SUPPORT ROD HEX NUT & FLAT WASHER (E) W BM.TOLCO FIG. 304 OR B-LINE 3083 WELD BEAM ATTACHMENT 3/168'-0" (V.I.F.) FROM CENTRLINENO MINIMUM DISTANCE(E) W BM.(E) W BM.3/163/16TYP.B-LINE B22A STITCH-WELD OR B-LINE B11HEX NUT & TOLSTRUT NUT OR B-LINE BN200 SERIES STRUT NUT & TOLSTRUT 'F' SERIES FLAT FITTING OR B-LINE B200 FLAT FITTINGSUPPORT ROD, TYP. OPTION AOPTION BCIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:1 1/2" = 1'-0"S504SUSPENDED EQUIPMENT DETAILSCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20NO SCALE2CABLE BRACE ANCHORS TO STRUCTURAL STEELNO SCALE4THREADED ROD ANCHORS TO CONC. FILLED DECKNO SCALE3CABLE BRACE ANCHORS TO CONC. FILLED DECKNO SCALE5THREADED ROD ANCHORS TO ROOF DECKNO SCALE6THREADED ROD ANCHORS TO STRUCTURAL STEELDATE SIGNED:NASNGI ALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020RE-SUBMITTAL - CYCLE 0211.25.20 NOTES: 1. CONTRACTOR SHALL REFER TO ASCE 7-16 IN LIEU OF ASCE 7-10 WHERE REFERENCED IN THESE DETAILS.2. WHERE THE 12 INCH RULE EXCEPTITHE REQUIREMENTS OF THESE DETAILS, THE SUPPORTING ASSEMBLIES SHALL A. THE TOTAL WEIGHT SUPPORTED BY INDIVIDUAL ROD H CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:As indicatedS600OPM -SHEET 1CARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20DATE SIGNED:NASNGI ALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020NOTES:1. CONTRACTOR SHALL REFER TO ASCE 7-16 IN LIEU OF ASCE 7-10 WHERE REFERENCED IN THESE DETAILS.2. WHERE THE 12 INCH RULE EXCEPTION IS USED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE DETAILS, THE SUPPORTING ASSEMBLIES SHALL ALSO MEET THE FOLLOWING REQUIREMENTS:A. THE TOTAL WEIGHT SUPPORTED BY INDIVIDUAL ROD HANGERS SHALL NOT EXCEED 50 POUNDS.B. THE TOTAL WEIGHT SUPPORTED BY A SINGLE TRAPEZE ASSEMBLY SHALL NOT EXCEED 100 POUNDSRE-SUBMITTAL - CYCLE 0211.25.20 CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:12" = 1'-0"S601OPM -SHEET 2CARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20DATE SIGNED:NASNGI ALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020RE-SUBMITTAL - CYCLE 0211.25.20 CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:12" = 1'-0"S602OPM -SHEET 3CARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20DATE SIGNED:NASNGI ALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020RE-SUBMITTAL - CYCLE 0211.25.20 CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:12" = 1'-0"S603OPM -SHEET 4CARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20DATE SIGNED:NASNGI ALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020RE-SUBMITTAL - CYCLE 0211.25.20 CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:12" = 1'-0"S604OPM -SHEET 5CARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20DATE SIGNED:NASNGI ALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020RE-SUBMITTAL - CYCLE 0211.25.20 CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:12" = 1'-0"S605OPM -SHEET 6CARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20DATE SIGNED:NASNGI ALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020RE-SUBMITTAL - CYCLE 0211.25.20 CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:12" = 1'-0"S607OPM -SHEET 7CARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20DATE SIGNED:NASNGI ALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020RE-SUBMITTAL - CYCLE 0211.25.20 CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:12" = 1'-0"S608OPM -SHEET 8CARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20DATE SIGNED:NASNGI ALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020RE-SUBMITTAL - CYCLE 0211.25.20 CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:12" = 1'-0"S609OPM -SHEET 9CARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20DATE SIGNED:NASNGI ALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020RE-SUBMITTAL - CYCLE 0211.25.20 CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:12" = 1'-0"S610OPM -SHEET 10CARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20DATE SIGNED:NASNGI ALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020RE-SUBMITTAL - CYCLE 0211.25.20 CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:12" = 1'-0"S611OPM -SHEET 11CARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20DATE SIGNED:NASNGI ALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020RE-SUBMITTAL - CYCLE 0211.25.20 CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:12" = 1'-0"S612OPM -SHEET 12CARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20DATE SIGNED:NASNGI ALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020RE-SUBMITTAL - CYCLE 0211.25.20 CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:12" = 1'-0"S613OPM -SHEET 13CARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20DATE SIGNED:NASNGI ALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020RE-SUBMITTAL - CYCLE 0211.25.20 CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:12" = 1'-0"S614OPM -SHEET 14CARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20DATE SIGNED:NASNGI ALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020RE-SUBMITTAL - CYCLE 0211.25.20 CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:12" = 1'-0"S615OPM -SHEET 15CARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20DATE SIGNED:NASNGI ALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020RE-SUBMITTAL - CYCLE 0211.25.20 U D CD-2 200 10x6 WR 150 12x6 WD 150 RG-1 300 D UP CFSD FD SD TV LRB-2 200 LDA-1 100 BDD 300 EG-1 RL RS PCWS CHWR D HHWS HHWR CHWS CD MD A. GENERAL: 1. SCOPE OF WORK INCLUDES WORK SHOWN ON THE DRAWINGS AND DESCRIBED IN THE SPECIFICATIONS, WHETHER SHOWN ON THE DRAWINGS OR NOT. DRAWINGS AND SPECIFICATIONS ARE INTENDED TO COVER THE ENTIRE INSTALLATION OF A COMPLETE AND FUNCTIONAL SYSTEM TO OPERATE AS DESCRIBED. 2. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED WORK. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION MEANS AND METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. 3. THESE DRAWINGS ARE DIAGRAMMATIC. ALL TURNS, BENDS, AND ELEVATION CHANGES ARE NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY OF COORDINATION WITH VARIOUS TRADES AND INCLUDE ALL TURNS, BENDS, ADDITIONAL LENGTHS OF DUCTS, AND TRANSITIONS WITHOUT ADDITIONAL COST TO THE OWNER. 4. THE CONTRACTOR MUST EXAMINE ALL CONSTRAINTS AND THE AVAILABLE SPACE AT THE SITE THAT MAY REQUIRE CUSTOM FABRICATION. DISASSEMBLY AND RE-ASSEMBLY OF CERTAIN EQUIPMENT AT THE FINAL LOCATION OF THE JOB SITE. NO CHANGE ORDER WILL BE GRANTED TO MECHANICAL CONTRACTOR AFTER COMMENCING WORK DUE TO EXISTING CONDITION. 5. PROTECT ALL MATERIALS INCLUDING DUCTS AND PIPES FROM DUST AND DEBRIS AND KEEP OPEN END OF PIPES AND DUCTS COVERED AT ALL TIMES UNTIL READY FOR INSTALLATION OF NEXT SEGMENT OF WORK. 6. WORK DAMAGED OR CUT INTO DURING CONSTRUCTION SHALL BE PATCHED, REPAIRED, PAINTED AND FINISHED TO MATCH EXISTING ADJACENT SURFACES IN TEXTURE, COLOR, AND FINISH. 7. ALL MECHANICAL EQUIPMENT, MATERIALS, AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST CALIFORNIA MECHANICAL CODE. 8. ALL INSULATION SHALL COMPLY WITH THE REQUIREMENTS OF TITLE 24 CALIFORNIA CODE OF REGULATIONS IN ADDITION TO THE REQUIREMENTS OF SPECIFICATIONS. 9. INSTALL EQUIPMENT IN ACCESSIBLE LOCATION AND PROVIDE ADEQUATE SERVICE CLEARANCE FOR NORMAL MAINTENANCE WITHOUT REQUIRING REMOVAL OF ARCHITECTURAL, ELECTRICAL OR STRUCTURAL ELEMENTS. 10. FOR EQUIPMENT LOCATED ABOVE CEILING, INSTALL SUCH EQUIPMENT CLOSE ENOUGH TO THE CEILING ELEVATION TO FACILITATE READY ACCESS FOR MAINTENANCE AND SERVICING. 11. CUTTING, BORING, SAWCUTTING OR DRILLING THROUGH STRUCTURAL ELEMENTS TO BE DONE ONLY WHEN SO DETAILED ON THE DRAWINGS OR ACCEPTED BY THE STRUCTURAL ENGINEER. 12. VERIFY ELECTRICAL CHARACTERISTICS PRIOR TO BID AND MATERIAL PURCHASE. 13. COORDINATE TEMPERATURE SENSOR AND THERMOSTAT LOCATION WITH FLOOR PLANS AND ELEVATION WITH LIGHT SWITCH/FIRE ALARM DEVICES. TEMPERATURE SENSOR AND THERMOSTAT ELEVATION SHALL BE SAME ELEVATION AS LIGHT SWITCH/FIRE ALARM DEVICES. B. DUCTWORK: 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS FOR DUCTS, GRILLES, DAMPERS, ETC. ARE IN INCHES. 2. MATERIAL EXPOSED WITHIN A DUCT OR PLENUM SHALL COMPLY WITH SECTION 602, CMC. 3. DUCT PRESSURE CLASS BETWEEN AIR HANDLING UNITS AND THE INLET TO AIR TERMINAL UNITS SHALL BE BASED ON THE TOTAL STATIC PRESSURE OF THE CORRESPONDING AIR HANDLING UNIT AND SUCH DUCTS SHALL BE PRESSURE TESTED FOR LEAKS PER SMACNA STANDARDS BEFORE CONCEALING DUCTS AND BEFORE CONNECTING TO AIR TERMINAL UNITS. OTHER DUCTWORK LOCATED IN SHAFTS OR ENCLOSURES SHALL ALSO BE PRESSURE TESTED PER REQUIREMENTS AS STATED IN THE SPECIFICATIONS. 4. PROVIDE AND INSTALL ALL NECESSARY ACCESS DOORS AND CEILING ACCESS PANELS FOR DAMPERS AND CONTROLS. COORDINATE WITH CEILING SUSPENSION SYSTEM. 5. FOR EXACT LOCATIONS OF DIFFUSERS AND GRILLES, SEE ARCHITECTURAL DRAWINGS. 6. COORDINATE THE CORRECT TYPE OF CEILING DIFFUSER AND REGISTER MARGINS TO BE INSTALLED WITH CEILING SUSPENSION SYSTEM TO BE USED. 7. PROVIDE MANUAL VOLUME DAMPERS ON RETURN AND EXHAUST DUCT BRANCHES, AND SUPPLY DUCT BRANCHES DOWNSTREAM OF THE AIR TERMINAL UNITS FOR PROPER BALANCING OF THE AIR DISTRIBUTION SYSTEM. OPPOSED BLADE DAMPER AT DIFFUSERS AND REGISTERS SHALL NOT BE USED FOR AIR BALANCING. ALL REQUIRED MANUAL VOLUME DAMPERS MAY NOT BE SHOWN ON PLANS. 8. PROVIDE MANUAL VOLUME DAMPERS AT SUPPLY, RETURN, AND EXHAUST MAIN DUCTS AT THE LOCATION WHERE SUCH DUCTS ARE CONNECTING TO THE CORRESPONDING DUCT RISER AT EACH FLOOR. LOCATE DAMPERS NEAR (BUT NOT INSIDE) THE SHAFT ENCLOSURE. 9. PROVIDE MANUAL VOLUME DAMPER REMOTE REGULATOR FOR THE MANUAL VOLUME DAMPER LOCATED ABOVE INACCESSIBLE CEILING AND AT THE LOCATION NOT READILY ACCESSIBLE. REFER TO SPECIFICATIONS FOR TYPE AND FLOOR PLANS FOR LOCATIONS. OBTAIN APPROVAL FROM THE OWNER'S REPRESENTATIVE WHERE AN ACCESS DOOR/PANEL IS SUBSTITUTED IN LIEU OF REMOTE REGULATOR. 10. PROVIDE DOUBLE RADIUS TURNING VANES IN ALL RECTANGULAR RIGHT ANGLE DUCT ELBOWS. 11. ALL CIRCULAR METAL DUCTWORK SHALL BE SPIRAL WITH PRE-FABRICATED SOLDERED FITTINGS. 12. ALL ROUND DUCT TAKEOFFS FROM RECTANGULAR DUCT SHALL BE MADE WITH FACTORY FABRICATED SPIN-IN FITTINGS WITH SCOOP EXTRACTOR AND LOCKING QUADRANT BUTTERFLY DAMPER. 13. FLEXIBLE ROUND DUCT SHALL BE USED ONLY FOR FINAL CONNECTIONS TO VAV BOXES, DIFFUSERS AND REGISTERS. RUNS SHALL BE LIMITED TO 5 FEET MAXIMUM. MINIMUM RADIUS OF TURNS OR BENDS OF FLEXIBLE DUCT SHALL BE 1-1/2 TIMES DIAMETER OF DUCT. 14. DUCT LOCATED UPSTREAM AND WHERE SUCH DUCT IS 10 FEET OR LESS BETWEEN THE AIR TERMINAL UNIT INLET AND THE MAIN DUCT SHALL BE SAME SIZE AS THE TERMINAL UNIT INLET. OTHERWISE, SIZE DUCT LOCATED UPSTREAM OF AIR TERMINAL UNIT PER SIZE AS NOTED ON FLOOR PLANS. 15. PROVIDE ALL NECESSARY PLENUMS OR TRANSITIONS FOR FLEXIBLE DUCT CONNECTIONS TO DIFFUSERS AND REGISTERS. 16. ALL DUCTWORK IN RETURN AIR PLENUM SHALL BE INSULATED WITH 1-1/2" THICK FIBERGLASS BLANKET (0.75 LBS. PER CUBIC FOOT) WITH VAPOR BARRIER AND U.L. LISTED. 17. COORDINATE WITH ELECTRICAL AND ARCHITECTURAL DESIGN PLANS FOR LOCATION OF POWER AND LOCAL DISCONNECTS FOR COMBINATION FIRE/SMOKE DAMPERS. A, AMPS AMPERES ABV ABOVE AD ACCESS DOOR AFF ABOVE FINISHED FLOOR AHU AIR HANDLING UNIT AMB AMBIENT AP ACCESS PANEL ARCH ARCHITECTURAL ATU AIR TERMINAL UNIT AUTO AUTOMATIC BD BACK DRAFT DAMPER BDD BACK DRAFT DAMPER BEL BELOW BHP BRAKE HORSEPOWER BTUH BRITISH THERMAL UNITS PER HOUR CAP CAPACITY CD CEILING DIFFUSER CDP CONDENSATE DRAIN PIPE CFM CUBIC FEET PER MINUTE CFSD COMBINATION FIRE SMOKE DAMPER CLG CEILING COMP COMPRESSOR COND CONDITION COP COEFFICIENT OF PERFORMANCE dB DECIBEL DB DRY BULB TEMPERATURE DDC DIRECT DIGITAL CONTROL DEFL DEFLECTION DL DOOR LOUVER DN DOWN DPSW DIFFERENTIAL PRESSURE SWITCH DS DUCT SILENCER (SOUND TRAP) DSW DISCONNECT SWITCH DWGS DRAWINGS E EXISTING EA EACH EER ENERGY EFFICIENCY RATIO EF EXHAUST FAN EFF EFFICIENCY EG EXHAUST GRILLE ELECT ELECTRICAL ELEV ELEVATION ENCL ENCLOSURE ENT ENTERING ESP EXTERNAL STATIC PRESSURE EVAP EVAPORATOR, EVAPORATIVE EXH EXHAUST °F DEGREES FAHRENHEIT FA FRESH AIR OR OUTSIDE AIR FC FAN COIL FLA FULL LOAD AMPS FLEX FLEXIBLE FPI FINS PER INCH FPM FEET PER MINUTE FS FLOOR SINK FSW FLOW SWITCH GAL GALLON GPM GALLONS PER MINUTE H HEIGHT HC HEATING COIL HF HUMIDIFIER HP HORSEPOWER HR HOUR HTG HEATING HVAC HEATING, VENTILATING AND AIR CONDITIONING HZ HERTZ IN WG INCHES WATER GAUGE ABBREVIATION IDENTIFICATION ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE FOLLOWING: 1. NO CHANGES ARE BEING MADE TO THE BUILDING ENVELOPE. 2. NO ADDITIONAL COOLING/HEATING LOADS ARE BEING ADDED TO THE BUILDING HVAC SYSTEMS. 3. ALL HVAC SYSTEMS SHALL MEET THE CONTROL REQUIREMENTS PER SECTION 110.2 AND 120.2 E.E.S. 4. ALL PIPING AND DUCTWORK SHALL BE INSULATED CONSISTENT WITH THE REQUIREMENTS OF SECTIONS 120.3, 120.4 AND 120.7 TITLE 24 ENERGY STANDARDS AND CHAPTER 6 OF CMC. 5. ALL MECHANICAL CERTIFICATE OF ACCEPTANCE FORMS AND ALL RELATED ACCEPTANCE DOCUMENTS SHALL BE SUBMITTED TO THE FIELD INSPECTOR DURING CONSTRUCTION. CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THESE FORMS ARE REVIEWED AND APPROVED. 6. INSULATION AND FLEXIBLE DUCT SHALL COMPLY WITH STATE FIRE MARSHAL CRITERIA AND SHALL NOT EXCEED FLAME SPREAD OF 25 AND SMOKE DEVELOPED OF 50 PER ASTM-84, NFPA-225, AND U.L.-723. PERIODIC SPECIAL INSPECTION IS REQUIRED FOR CONCRETE EXPANSION ANCHORS. THE SPECIAL INSPECTOR SHALL VERIFY ANCHOR TYPE, ANCHOR DIMENSIONS, HOLE DIMENSIONS, ANCHOR EMBEDMENT, TIGHTENING TORQUE, AND ADHERENCE TO THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. DROP IN DUCTWORK RETURN AND EXHAUST AIR SUPPLY AIR CEILING SUPPLY, TYPE FLOW (CFM) (IN DIRECTION OF AIR FLOW) FIRE DAMPER AND ACCESS DOOR COMBINATION FIRE AND SMOKE DAMPER RISE IN DUCTWORK TERMINAL AIR UNIT W/ REHEAT COIL SMOKE DAMPER MOTORIZED DAMPER (IN DIRECTION OF AIR FLOW) DUCT FLEXIBLE CONNECTION BACK DRAFT DAMPER DUCT FITTING RADIUS ELBOW DUCT TRANSITION OUTSIDE AIR DUCT VANED ELBOW (SUPPLY AIR OR FAN DISCHARGE) DUCT UNDER POSITIVE PRESSURE DUCT UNDER NEGATIVE PRESSURE DUCTWORK WITH ACOUSTIC LINING EXHAUST DUCT RETURN DUCT SINGLE LINE DUCTWORK, NEW EXISTING DUCT/PIPING TO REMAIN EXISTING EQUIPMENT TO REMAIN (TO MATCH ACTIVE.) BLANK-OFF LINEAR DIFFUSER 4FT ACTIVE LENGTH, 2 SLOT, LINEAR RETURN OR EXHAUST, 200 CFM TOTAL SYMBOL DESCRIPTION AIR SYSTEM SYMBOLS EXISTING EQUIPMENT TO BE REMOVED EXISTING DUCT/PIPING TO BE REMOVED NEW PIPE WITH DIRECTION OF FLOW PIPE RISE PIPE DROP CONCENTRIC REDUCER FLANGED CONNECTION PITCH DOWN IN DIRECTION OF FLOW PITCH UP IN DIRECTION OF FLOW PIPE IN UNDERGROUND CONDUIT EXPANSION LOOP BALL JOINT PIPE EXPANSION JOINT GATE VALVE PIPE ANCHOR ANGLE GATE VALVE PIPE ALIGNMENT GUIDE ANGLE VALVE DEAD END, SCREWED CAP CHECK VALVE UNION MANUAL AIR VENT TEST PLUG THERMOMETER AND WELL PRESSURE GAUGE VIBRATION ISOLATOR IN HANGER PRIMARY CHILLED WATER SUPPLY EXISTING TO BE REMOVED REFRIGERANT SUCTION REFRIGERANT LIQUID THREE-WAY AUTOMATIC TWO-WAY AUTOMATIC "Y" TYPE STRAINER SAFETY VALVE AUTOMATIC AIR VENT VACUUM BREAKER PRESSURE REDUCING VALVE PLUG VALVE PUMP OR FAN CHILLED WATER RETURN CHILLED WATER SUPPLY CONDENSATE DRAIN DRAIN HEATING HOT WATER RETURN HEATING HOT WATER SUPPLY WATER SYSTEM SYMBOLS SYMBOL DESCRIPTION MANUAL VOLUME DAMPER ECCENTRIC REDUCER CONTROL VALVE WITH NEEDLE VALVE CONTROL VALVE CEILING RETURN, TYPE FLOW (CFM) CEILING EXHAUST, TYPE FLOW (CFM) SIDE WALL SUPPLY, TYPE, SIZE FLOW (CFM) SIDE WALL EXHAUST OR RETURN , TYPE, SIZE FLOW (CFM) LINEAR SUPPLY, TYPE, SIZE FLOW (CFM) GENERAL NOTES APPLICABLE CODES SPECIAL INSPECTION TITLE 24 NOTES MECHANICAL SYMBOLS ABBREVIATIONS KW KILOWATT L LENGTH LBS POUNDS LD LINEAR DIFFUSER LRA LOCKED ROTOR AMPERES LVG LEAVING MAX MAXIMUM MBH, MBTUH THOUSAND BRITISH THERMAL UNITS PER HOUR MCA MINIMUM CIRCUIT AMPACITY MCC MOTOR CONTROL CENTER MD MOTORIZED DAMPER MFGR MANUFACTURER MIN MINIMUM MOCP MAXIMUM OVERCURRENT PROTECTION N NEW NC NOISE CRITERIA NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION OBD OPPOSED BLADE DAMPER OC ON CENTER OPER OPERATING OPNG OPENING OP WT OPERATING WEIGHT OV OUTLET VELOCITY P PUMP PD PRESSURE DROP PH PHASE POC POINT OF CONNECTION PR, PRESS PRESSURE PSI POUND PER SQUARE INCH PT PRESSURE TREATED QTY QUANTITY RA RETURN AIR REFR REFRIGERANT RH RELATIVE HUMIDITY RLA RATED LOAD AMPERES REL RELOCATED SA SUPPLY AIR SC SENSIBLE CAPACITY SCOP SENSIBLE COEFFICIENT OF PERFORMANCE SD SMOKE DETECTOR SF, SQ FT SQUARE FEET SHT SHEET SS STAINLESS STEEL SW SWITCH TAD TRANSFER DUCT TC TOTAL CAPACITY TDH TOTAL DYNAMIC HEAD TEMP TEMPERATURE TSP TOTAL STATIC PRESSURE TYP TYPICAL UC UNDER CUT UL UNDERWRITER'S LABORATORY UON UNLESS OTHERWISE NOTED UTR UP THRU ROOF V VOLTS VAV VARIABLE AIR VOLUME W WIDTH W/WITH WB WET BULB TEMPERATURE WT WEIGHT REL RELOCATE ABBREVIATION IDENTIFICATION SHEET INDEX SUSPENDED UTILITY SYSTEMS WHICH INCLUDE: ·ELECTRICAL, MECHANICAL, AND PLUMBING EQUIPMENT AND ASSOCIATED CONDUIT, DUCTWORK, AND PIPING ARE REQUIRED TO HAVE SEISMIC RESTRAINT ATTACHMENTS DESIGNED TO RESIST THE TOTAL DESIGN SEISMIC FORCES PRESCRIBED IN SECTION 1613A. PROVIDE TYPICAL SEISMIC RESTRAINT DETAILS. DOCUMENTATION SUBSTANTIATING COMPLIANCE WITH SECTION 1613A OF THE 2019 INTERNATIONAL BUILDING CODE (2019 CALIFORNIA BUILDING CODE) TO INCLUDE SEISMIC RESTRAINT ASSEMBLY DETAILS. ANCHORAGE TO OVERHEAD STRUCTURES WITH SUPPORTING ENGINEERING STAMP BY A LICENSED CIVIL OR STRUCTURAL ENGINEER IS REQUIRED AT TIME OF INSPECTION. NONSTRUCTURAL COMPONENTS AND EQUIPMENT SUPPORTS AND ATTACHMENTS ·PROVIDE DETAILS ON THE CONSTRUCTION DOCUMENTS AND SUBSTANTIATING CALCULATIONS (WHEN NECESSARY) FOR THE SUPPORTS AND ATTACHMENTS OF NONSTRUCTURAL COMPONENTS AND EQUIPMENT UNLESS THEY ARE EXEMPTED FROM PLAN REVIEW BY 2019 CBC SECTIONS 1616A.1.18. THE SUPPORTS AND ATTACHMENTS DETAILS SHALL BE COORDINATED WITH THE CALCULATIONS AND THE MANUFACTURE'S LITERATURE. SKETCHES SHOWN IN THE CALCULATIONS FOR THE PURPOSE OF ILLUSTRATING THE ANALYTICAL METHOD ARE NOT ADEQUATE. EQUIPMENT SUPPORTS AND ATTACHMENTS ·SUPPORTS AND ATTACHMENTS OF ALL EQUIPMENT TO BE INSTALLED AS A PART OF THIS PROJECT SHALL BE DETAILED ON CONSTRUCTION DOCUMENTS, EXCEPT THOSE EXEMPT BY THE 2019 CBC SECTION 1616A.1.18. ·EQUIPMENT SUPPORTS AND ATTACHMENTS SHALL BE APPROVED BY THE APPROPRIATE DESIGN PROFESSIONAL OF RECORD AS A PART OF FIELD REVIEW/OBSERVATIONS. THE INSPECTOR OF RECORD (IOR) SHALL ASSURE THAT THE ABOVE REQUIREMENTS ARE ENFORCED. (2019 CBC SECTIONS 107 AND 1616A) PIPES, DUCTS, AND CONDUITS SUPPORTS, ATTACHMENTS, AND BRACING ·PROVIDE CALCULATIONS AND DETAILS FOR SUPPORTS, ATTACHMENTS, AND BRACING OF ALL PIPES, DUCTS, AND CONDUITS. IF A PRE-APPROVED SYSTEM IS SPECIFIED (THE OPM NUMBERS FOR THE ACCEPTABLE ALTERNATIVES SHALL BE SPECIFIED ON THE DRAWINGS) CERTAIN CALCULATIONS AND DETAILS FOR THE SUPPORTING STRUCTURE ARE STILL REQUIRED. ·(2019 CAC SECTIONS 7-115, 7-126, AND CBC 2019 SECTION 107) PRE-APPROVED PIPES, DUCTS, AND CONDUITS SEISMIC BRACING A. LAYOUT DRAWINGS OF THE SUPPORTS, ATTACHMENTS, AND BRACING SYSTEMS IN ACCORDANCE WITH THE PRE-APPROVED SHALL BE SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL (RDP) IN RESPONSIBLE CHARGE OF THE PROJECT FOR REVIEW TO VERIFY THAT THE DETAILS ARE IN CONFORMANCE WITH THE CODE REQUIREMENTS. THE LAYOUT DRAWINGS SHALL AS MINIMUM SATISFY THE REQUIREMENTS OF ASCE 7 SECTION 13.6 AS MODIFIED BY THE CBC 2019 SECTION 1616A. 1. THE STRUCTURAL ENGINEER OF RECORD (SEOR) SHALL VERIFY THAT THE SUPPORTING STRUCTURE IS ADEQUATE FOR THE FORCES IMPOSED ON IT BY THE SUPPORTS, ATTACHMENTS, AND BRACES INSTALLED IN ACCORDANCE WITH THE PRE-APPROVAL IN ADDITION TO ALL OTHER LOADS. 2. THE SEOR SHALL FORWARD THE SUPPORTS, ATTACHMENTS, AND BRACING DRAWINGS (INCLUDED APPROVED AMENDED CONSTRUCTION DOCUMENTS FOR SUPPLEMENTARY FRAMING WHERE REQUIRED) TO THE DISCIPLINE IN RESPONSIBLE CHARGE WITH A NOTATION INDICATING THAT THE DRAWINGS HAVE BEEN REVIEWED AND ARE IN GENERAL CONFORMANCE WITH THE PRE-APPROVAL IN ADDITION TO ALL OTHER LOADS. 3. A “SHOP DRAWING STAMP” MAY BE USED TO INDICATE COMPLIANCE WITH THIS REQUIREMENT. 4. THE REGISTERED DESIGN PROFESSIONAL (RDP), OTHER THAN SEOR, MAY PROVIDE THE SHOP DRAWING. B. THE SEOR SHALL DESIGN ANY SUPPLEMENTARY FRAMING THAT IS NEEDED TO RESIST THE LOADS, MAINTAIN STABILITY AND/OR IS REQUIRED FOR INSTALLATION OF PRE-APPROVED SYSTEM. ·THE SUPPLEMENTARY FRAMING SHALL BE SUBMITTED AS AN AMENDED CONSTRUCTION DOCUMENTS (ACD). C. THE LAYOUT DRAWINGS (WITH THE SHOP DRAWING STAMP) SHALL BE SUBMITTED FOR REVIEW: 1. STRUCTURE SUPPORTING THE DISTRIBUTION SYSTEM HAS ADEQUATE CAPACITY, 2. SEISMIC DESIGN FORCES (FP) ARE IN ACCORDANCE WITH THE CBC 2019; AND D. THE LAYOUT DRAWINGS (WITH THE SHOP DRAWING STAMP) SHALL BE KEPT ON THE JOBSITE AND CAN THEN BE USED FOR INSTALLATION OF THE SUPPORT AND BRACING. E. A COPY OF THE CHOSEN BRACING SYSTEM(S) INSTALLATION GUIDE/OPM MANUAL SHALL BE ON THE JOBSITE PRIOR TO STARTING THE INSTALLATION OF HANGERS AND/OR BRACES. ·IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN COPIES OF OPM AND FURNISH THE IOR WITH ONE COPY EACH. F. COMPONENTS OF TWO OR MORE PRE-APPROVED BRACING SYSTEMS SHALL NOT BE MIXED. ·ONLY ONE PRE-APPROVED BRACING SYSTEM MAY BE USED FOR A RUN OF PIPE, DUCT, OR CONDUIT. ·ANY SUBSTITUTION OF COMPONENT OF AN OPM SYSTEM SHALL REQUIRE REVIEW AND APPROVAL. (2019 CAC SECTIONS 7-115, 7-126, 7-153, AND CBC 2019 SECTION 107) 1. MINIMUM OF 50% OF NON HAZARDOUS CONSTRUCTION WASTE IS TO BE RECYCLE. CGC 5.713.8.1. 2. TESTING AND ADJUSTING OF NEW SYSTEMS SHALL COMPLY AS OUTLINED IN CGC SECTION 5.713.10.4.2. 3. OPERATIONS AND MAINTENANCE SCHEDULE (O&M) AS LISTED IN CGC SECTION 5.713.10.4.5 SHALL BE DELIVERED TO THE BUILDING OWNER OR REPRESENTATIVE AND THE FACILITIES OPERATOR. 4. DURING CONSTRUCTION, ENDS OF DUCT OPENING SHALL BE SEALED, AND MECHANICAL EQUIPMENT SHALL BE COVERED. CGC 5.714.4.3. 5. VOC'S MUST COMPLY WITH THE LIMITATIONS LISTED IN SECTION 5.504.4 AND TABLES 4.504.1, 5.504.4.1, 5.504.4.2, 5.504.4.3 AND 5.504.4.5 FOR: ADHESIVES, SEALANTS, PAINTS, AND COATINGS, CARPET AND COMPOSITION WOOD PRODUCTS. CGC 5.714.4.4 . 6. PRIOR TO FINAL APPROVAL OF THE BUILDING THE LICENSED CONTRACTOR, ARCHITECT OR ENGINEER IN RESPONSIBLE CHARGE OF THE OVERALL CONSTRUCTION MUST COMPLETE AND SIGN THE COUNTY APPROVED GREEN BUILDING STANDARDS CERTIFICATION FORM OR OTHER DOCUMENTATION REQUIRED BY THE COUNTY AND GIVEN TO THE BUILDING DEPARTMENT OFFICIAL PRIOR TO BUILDING FINAL APPROVAL TO BE FILED WITH THE APPROVED PLANS. SEISMIC BRACING CALGREEN BUILDING STANDARD NOTES PART 1: 2019 CALIFORNIA ADMINISTRATIVE CODE PART 2: 2019 CALIFORNIA BUILDING CODE PART 3: 2019 CALIFORNIA ELECTRICAL CODE PART 4: 2019 CALIFORNIA MECHANICAL CODE PART 5: 2019 CALIFORNIA PLUMBING CODE PART 6: 2019 CALIFORNIA ENERGY CODE PART 9: 2019 CALIFORNIA FIRE CODE PART 11: 2019 CALIFORNIA GREEN BUILDING STANDARD POINT OF DISCONNECTP.O.D. POINT OF CONNECTIONP.O.C. CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO.DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MB 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: NO SCALE M001 NOTES, LEGEND AND ABBREVIATIONS CARLSBAD SAFETY CENTER RENOVATION SS EG 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 SHEET NO.SHEET TITLE SCALE M001 NOTES, LEGEND AND ABBREVIATIONS NO SCALE M002 SCHEDULES NO SCALE M003 SCHEDULES NO SCALE M004 SCHEDULES NO SCALE M100 CAMPUS SITE PLAN 1"=20' M201 DEMOLITION FLOOR PLAN - LEVEL 1 1/8"=1'-0" M202 DEMOLITION FLOOR PLAN - LEVEL 2 1/8"=1'-0" M203 DEMOLITION ROOF PLAN 1/8"=1'-0" M204 PROPOSED FLOOR PLAN - LEVEL 1 1/8"=1'-0" M205 PROPOSED FLOOR PLAN - LEVEL 2 1/8"=1'-0" M206 PROPOSED ROOF PLAN 1/8"=1'-0" M207 BOILER ROOM PLANS 1/4"=1'-0" M208 ENLARGED MECHANICAL ROOM - LEVEL 1 1/4"=1'-0" M209 ENLARGED MECHANICAL ROOM - LEVEL 2 1/4"=1'-0" M210 ENLARGED MECHANICAL ROOM - LEVEL1 & 2 1/4"=1'-0" M211 TEMPORARY COOLING PLAN 1/4"=1'-0" M301 SECTIONS & DETAILS 1/4"=1'-0" M801 DETAILS NO SCALE M802 DETAILS NO SCALE M803 DETAILS NO SCALE M804 DETAILS NO SCALE M805 DETAILS NO SCALE M806 DETAILS NO SCALE M821 CONTROL DIAGRAMS NO SCALE M822 CONTROL DIAGRAMS NO SCALE M823 CONTROL DIAGRAMS NO SCALE M824 CONTROL DIAGRAMS NO SCALE M825 CONTROL DIAGRAMS NO SCALE M901 TITLE 24 DOCUMENTATION NO SCALE M902 TITLE 24 DOCUMENTATION NO SCALE VBH 35 VBH 36 VBH 37 VBH 38 VBH 39 VBH 40 VBH 41 VBH 42 VBH 43 VBH 44 VBH 45 VBH 46 VBH 47 VBH 48 VBH 49 VBH 50 VBH 51 VBH 52 VBH 53 VBH 54 VBH 55 VBH 56 VBH 57 VBH 58 VBH 59 VBH 60 VBH 61 VBH 63 VBH 64 VBH 65 VBH 66 VB 67 VBH 68 VAV BOX SCHEDULE - (NEW) CS-1 CR-1 24"x24" PANEL - 3 CONES SUPPLY DIFFUSER CEILING RETURN GRILLE 45 DEG BLADES TITUS TITUS TITUS TITUS TITUS TITUS TITUS TITUS TMSA 350 CE-1 350 CS-2 TMSA CR-2 300 CE-2 WS-1 WALL SUPPLY GRILLE - DOUBLE DEFLECTION 272 WR-1 300 TITUSWE-1 300 NOTES: TBAR DROP IN SURFACE SURFACE SURFACE CEILING EXHAUST GRILLE 45 DEG BLADES 24"x24" PANEL - 3 CONES SUPPLY DIFFUSER CEILING EXHAUST GRILLE 45 DEG BLADES CEILING RETURN GRILLE 45 DEG BLADES WALL RETURN GRILLE - 45 DEG BLADES WALL EXHAUST GRILLE - 45 DEG BLADES SURFACE SURFACE SURFACE 300 TBAR DROP IN TBAR DROP IN -LSG-E - TBAR MOUNTED SLOTLINEAR SUPPLY GRILLE -LRG-E - TBAR MOUNTED SLOTLINEAR RETURN GRILLE -LEG-E - TBAR MOUNTED SLOTLINEAR EXHAUST GRILLE FL-15 TBAR MOUNTED SLOT FL-15 TBAR MOUNTED SLOT FL-15 TBAR MOUNTED SLOT LINEAR SUPPLY GRILLE LINEAR RETURN GRILLE LSG-1 LRG-1 LEG-1 TITUS TITUS TITUSLINEAR EXHAUST GRILLE CS-E CR-E 24"x24" PANEL - 3 CONES DIFFUSER CEILING RETURN GRILLE 45 DEG BLADES - - - - - CE-E - TBAR DROP IN CEILING EXHAUST GRILLE 45 DEG BLADES TBAR DROP IN TBAR DROP IN DIFFUSER, REGISTER & GRILLE SCHEDULE EXHAUST FAN SCHEDULE 1" SLOT 1" SLOT 1" SLOT TITUSOAG-1 300 SURFACEOUTSIDE AIR GRILLE INTAKE - 45 DEG BLADES TITUSOEG-1 300 SURFACEOUTSIDE EXHAUST GRILLE - 45 DEG BLADES VAV BOX SCHEDULE - (EXISTING TO BE REBALANCED) TAG CFM NECK SIZE VAV BOX SCHEDULE - (EXISTING TO BE REBALANCED) NEW NEW NEW NEW NEW NEW NEW NEW NEW EXISTING EXISTING EXISTING NEW NEW NEW EXISTING EXISTING EXISTING NEW NEW CS-3 SPIRAL DUCT MOUNTED SUPPLY GRILLE 3/4" BLADE SPACING, DOUBLE DEFLECTION.TITUSNEW S300FL DUCT CONDENSER FOR CRAC UNITCRAC UNIT SCHEDULE NOTES:NOTES: 24"X48" PANEL - SUPPLY DIFFUSER TRITEC-SS TBAR DROP IN CRITICAL ENVIRONMENT DIFFUSERTITUSNEWCS-4 24"X24" PANEL - SUPPLY DIFFUSER TRITEC-SS CRITICAL ENVIRONMENT DIFFUSERTITUSCS-5 SURFACENEW CFM MBH EAT (°F) HOT WATER REHEAT COIL DESCRIPTIONSYMBOL NOTES TITUS DESV SIZE MAX MIN CFM INLET DOWN STATIC PRESSURE MIN RAD DIS NC LEVELS INLET (IN) AREA SERVED LAT (°F) APd (WG)GPM EWT (°F) LWT (°F) WPd (FT.)ROWS FPI CONN. (LH/RH) OPER WT. (LBS.) ROOM LOCATED DESCRIPTION MANUFACTURER COMMENTSMODELTAG 1. FINAL COLOR AND FINISH TO BE APPROVE BY ARCHITECT PRIOR TO PROCUREMENT. 2. PROVIDE SUICIDE PREVENTION GRILLES FOR ALL INTERVIEW ROOMS. REFER TO PLANS FOR LOCATIONS. 3. DIFFUSER TAGGING. MOUNTING TAG SERVICEMANUFACTURER MODEL CFM STATIC PRESSURE (IN H2O) RPM MOTOR (HP) PERFORMANCE ELECTRICAL (V-PH) UNIT WT. (LBS) NOTES NOTES: 1. ALL FANS SHALL OPERATE 24/7, CONSTANT VOLUME. 2. ALL FANS SHALL BE PROVIDED WITH A FAN MOUNTED CONTROL DIAL FOR MANUAL BALANCING. 3. FANS SHALL BE ALL ALUMINUM CONSTRUCTION AND COME WITH GALVANIZED METAL BIRD SCREEN. 4. ALL FANS SHALL HAVE FACTORY MOUNTED DISCONNECT SWITCH UNDER FAN DOME. 5. ALL FAN MOTORS SHALL BE TEFC WITH ELECTRICAL CONNECTION THROUGH THE FAN BASE. 6. EXISTING ROOF OPENINGS SHALL BE USED FOR ALL FANS. 7. ALL FANS SHALL BE MOUNTED TO NEW ROOF CURBS PROVIDED BY FAN MANUFACTURER. REFER TO STRUCTURAL DRAWINGS FOR MOUNTING DETAILS. SONES TITUS DESV TITUS DESV TITUS DESV TITUS DESV DESCRIPTIONSYMBOL SIZE MAX MIN CFM INLET DOWN STATIC PRESSURE MIN INLET (IN) AREA SERVED NOTES: 1. DIGITAL PROGRAMMING THERMOSTAT WITH MANUAL OVERRIDE FOR EACH VAV BOX. 2. UNIT MOUNTED TOGGLE TYPE DISCONNECT SWITCH FOR MAINTENANCE. 3. REFER TO STRUCTURAL DRAWINGS FOR VAV BOX MOUNTING DETAILS. CS-1 300 12x12 160 INTERVIEW RM 146 LOUNGE 106 MEETING 133 & 134 WATCH COMMANDER 116 TRAFFIC 04 90 30 1 0.25 0.02 11 25 25 05 330 100 1 0.25 0.05 27 31 04 90 30 1 0.25 0.02 11 25 08 600 180 1 0.25 0.02 23 29 440 130 1 0.25 0.14 20 25 5.3 0.07 0.3 144.4 0.1 - 160 146 106 133 116 VBH 1 127 PHYSICAL FITNESS 430 170 0.88 - - VBH 2 960 380 0.82 - - VBH 3 107 TRAFFIC SUPERVISOR 4 380 70 0.51 - - VBH 4 103 PUBLIC RELATIONS 4 450 80 0.89 - - VBH 5 101 LOBBY 20 2120 840 1.03 - - VBH 6 168 RECORDS 12 1300 400 0.83 - - VB 7 102 RECEPTION 4 510 150 0.28 - - VB 8 103A CRIME PREVENTION & 104 FINGERPRINTING 2 140 50 0.31 - - VB 9 106 TRAFFIC 4 300 90 0.28 - - VB 10 116 CORRIDOR 2 200 80 0.29 - - VB 11 105 ATRIUM 12 1490 450 0.43 - - VB 12 105 ATRIUM 12 1490 450 0.43 - - VBH 13 164 INTERVIEW 4 384 115 0.51 - - VB 14 165 INTERVIEW PRESS 2 200 70 0.28 - - VB 15 163 WATCH COMMAND 2 200 60 0.31 - - VBH 16 161B OPERABLE WALL STORAGE 4 450 150 0.78 - - ROOM LOCATED 127 107 103 104 168 102 103A 103A 120 115 125 164 165 163 161B STATUS 127 PHYSICAL FITNESS127 4 12 VBH 17 161 BRIEFING 8 675 270 0.87 - -161 VBH 18 161 BRIEFING 8 515 200 0.76 - -161 VBH 19 157 ENTRY 4 480 160 0.78 - -160 VBH 20 155 STOR. & 156 SGT. & 157 SGT.2 205 80 0.71 - -156 VBH 21 154 REPORT WRITING 2 215 90 0.31 - -154 VBH 22 153 FIELD EQUIPMENT 2 180 70 0.64 - -153 VBH 23 -2 220 90 0.81 - -- VBH 24 148 SUPPLY/REPAIR 2 100 40 0.33 - -148 VB 25 150 OFFICE 2 120 40 0.31 - -150 VB 26 134 CORRIDOR 2 260 80 0.29 - -150 VBH 27 149 PROPERTY & EVIDENCE 4 400 160 0.78 - -149 VB 28 149 PROPERTY & EVIDENCE 4 300 90 .028 - -149 VB 29 151 CORRIDOR 4 380 120 0.28 - -154 VB 30 160 A.V. EQUIPMENT 2 155 50 0.29 - -160 VB 31 162 CORRIDOR 2 230 70 0.24 - -111 VBH 32 171 RECORDS SUPERVISOR 2 270 80 0.81 - -171 VBH 33 225 INVEST. CAPTAIN 4 375 120 0.81 - -225 VBH 34 226 INVEST. LIEUT.4 260 130 0.54 - -226 TRANE VCWC TRANE VCWC TRANE VCWC TRANE VCWC TRANE VCWC TRANE VCWC TRANE VCCC TRANE VCCC TRANE VCCC TRANE VCCC TRANE VCCC TRANE VCCC TRANE VCWC TRANE VCCC TRANE VCCC TRANE VCWC TRANE VCWC TRANE VCWC TRANE VCWC TRANE VCWC TRANE VCWC TRANE VCWC TRANE VCWC TRANE VCWC TRANE VCCC TRANE VCCC TRANE VCWC TRANE VCCC TRANE VCCC TRANE VCCC TRANE VCCC TRANE VCWC TRANE VCWC TRANE VCWC EF 1 GREENHECK 217 0.5 - - 120-1 - 38 1,2,3,4,5,6,7 EF 2 GREENHECK 630 0.75 - - 120-1 - 65 1,2,3,4,5,6,7 EF 3 GREENHECK 4000 0.8 - - 460-3 - 134 1,2,3,4,5,6,7 EF 4 GREENHECK 434 0.5 - - 120-1 - 38 1,2,3,4,5,6,7 EF 5 GREENHECK 1700 0.5 - - 120-1 - 60 EF 6 GREENHECK 3200 0.6 - - 460-3 - 134 EF 7 GREENHECK 2000 0.5 - - 460-3 - 70 EF 8 GREENHECK 150 0.375 - - 120-1 - 38 1,2,3,4,5,6,7 EF 9 GREENHECK 880 1 - - 120-1 - 63 EF 10 GREENHECK 300 0.375 - - 120-1 - 38 EF 11 GREENHECK 800 0.5 - - 120-1 - 63 EF 12 GREENHECK 300 0.375 - - 120-1 - 38 1,2,3,4,5,6,7 EF 13 GREENHECK 434 0.5 - - 120-1 - 38 1,2,3,4,5,6,7 EF 14 GREENHECK 1125 0.65 - - 120-1 - 88 1,2,3,4,5,6,7 EF 15 GREENHECK 217 0.5 - - 120-1 - 38 1,2,3,4,5,6,7 EF 16 GREENHECK 600 0.25 - - 120-1 - 63 EF 17 GREENHECK 225 0.375 - - 120-1 - 38 EF 18 GREENHECK 2750 0.25 - - 120-1 - 134 STATUS REPLACE 1,2,3,4,5,6,7 1,2,3,4,5,6,7 1,2,3,4,5,6,7 1,2,3,4,5,6,7 1,2,3,4,5,6,7 DESCRIPTIONSYMBOL SIZE MAX MIN CFM INLET DOWN STATIC PRESSURE MIN INLET (IN) AREA SERVEDROOM LOCATEDSTATUS TRANE VCWCVBH 35 227 CONFERENCE 8 700 350 1.17 - -227 TRANE VCWCVBH 36 229 VICE/NARC. SGT.2 120 50 0.44 - -229 TRANE VCWCVBH 37 219 INVEST SUPERY 4 375 120 0.81 - -219 TRANE VCWCVBH 38 217 JUVENILES 8 650 180 0.88 - -217 TRANE VCWCVBH 39 212 FIRE TRAINING OFFICER 4 320 90 0.81 - -212 TRANE VCWCVBH 40 216 JUVENILE SERVICES SERGEANT 2 100 40 0.33 - -216 TRANE VCWCVBH 41 213 WORK PROJECT 2 175 70 0.59 - -213 TRANE VCWCVBH 42 209 DIVISION CHIEF 4 300 80 0.71 - -209 TRANE VCWCVBH 43 208 DIVISION CHIEF 4 300 80 0.71 - -208 TRANE VCWCVBH 44 207 DIVISION CHIEF 4 480 160 0.78 - -207 TRANE VCWCVBH 45 206 CORRIDOR 4 250 180 0.49 - -206 TRANE VCWCVBH 46 204 CLERICAL 8 640 840 0.87 - -204 TRANE VCWCVBH 47 203 FIRE MARSHAL 4 400 560 0.78 - -203 TRANE VCWCVBH 48 FIRE INSPECTION 8 570 230 0.78 - -202 TRANE VCWCVBH 49 201 LOBBY 4 440 180 0.98 - -213 TRANE VCWCVBH 50 265 FIRE CHIEF 4 360 450 0.78 - -264 TRANE VCWCVBH 51 DEMO 262 CONFERENCE 8 770 840 1.07 - -256 TRANE VCWCVBH 52 259 POLICE CHIEF 8 780 310 1.07 - -258 TRANE VCWCVBH 53 264 SECRETARY 2 100 40 0.38 - -264 TRANE VCWCVBH 54 DEMO 251 CLERICAL POOL 12 850 340 0.77 - -251 TRANE VCWCVBH 55 DEMO 253 LIBRARY 4 350 140 0.68 - -253 TRANE VCWCVBH 56 DEMO 255 RESERVES ASSIST.2 110 50 0.35 - -255 TRANE VCWCVBH 57 DEMO 254 TRAINING OFFICER 2 150 60 0.51 - -254 TRANE VCWCVBH 58 258 SECRETARY 4 360 150 0.76 - -258 TRANE VCWCVBH 59 257 WAITING & DISPLAY 8 730 300 0.97 - -257 TRANE VCWCVBH 60 249 FIELD SERVICE CAPT. & 250 ADMIN. ASSIST.8 750 300 0.97 - -250 TRANE VCWCVBH 61 246 OFFICE, 247 TECH SERVICE CAPTAIN, & 248 LIEUT.12 1100 440 0.73 - -247 TRANE VCWCVBH 63 241A FILM PROCESS & 244A WORK ROOM 4 500 250 1.1 - -243A TRANE VCWCVBH 64 242 CORRIDOR 4 430 170 0.98 - -254 TRANE VCWCVBH 65 252 CORRIDOR 4 430 170 0.98 - -253 TRANE VCWCVBH 66 214 CORRIDOR 4 290 120 0.61 - -216 TRANE VCWCVB 67 109 DISPATCH CENTER & 110, 111, 114, & 115 40 4210 1690 0.6 - -153 TRANE VCWCVBH 68 230 EMERG. SERVICE 2 120 50 0.4 - -230 STATUS LB-10-4 LB-21-20 LD-90-D SDE-16-24-A LB-21-7 SQB-12-10 LD-80-G LB-10-3 LD-80-D LB-10-4 LD-80-D LD-90-D LB-14-4 LD-80-D LB-10-4 LD-80-D LB-18-3 LD-80-D SERVICEMANUFACTURER MODEL CFM STATIC PRESSURE (IN H2O) FAN RPM MOTOR (HP) PERFORMANCE ELECTRICAL (V-PH) UNIT WT. (LBS) SONES GREENHECK 250 0.5 1525 1/10 115-1 7.5 44 GREENHECK 750 0.75 1541 1/4 115-1 10.1 58 GREENHECK 4000 0.8 980 1 1/2 460-3 14.0 158 GREENHECK 435 0.5 1512 1/10 115-1 7.1 45 GREENHECK 185 0.375 1321 1/10 115-1 6.0 44 GREENHECK 300 0.375 1237 1/10 115-1 5.3 45 GREENHECK 435 0.5 1512 1/10 115-1 7.1 45 GREENHECK 1125 0.65 1679 1/4 115-1 9.9 58 GREENHECK 220 0.5 1534 1/10 115-1 7.5 44 STATUS NEW NEW NEW NEW NEW NEW NEW NEW NEW GREENHECK 90 0.5 1109 1/4 115-1 4.4 58NEW 90 0.5NEW 340 0.5 1423 1/10 115-1 6.6 45NEW GREENHECK 180 0.5 1480 1/10 115-1 7.2 44NEW 100 0.375 1725 1/15 115-1 4.4 36NEW 0.5 1565 1/10 115-1 7.5 45NEW480 G-099-VG GB-200-VGD G-090-VG G-080-VG G-090-VG G-090-VG G-103-VG G-080-VG G-097-VG G-080-VG G-080-VG EXISTING UNIT NEW UNIT TAG 202 VICE/NARCOTICS 212 & 213 INTERVIEW 145 NARCOTICS 106 MEETING 160 INTERVIEW FLA (A) 1.38 2.85 3 1.38 1.38 1.38 1.38 2.85 1.38 2.85 1.38 1.38 1.3 1.38244 LOUNGE - NOTES: 1. REBALANCE EXISTING VBH & VB UNIT TO DESIGN AIR FLOW AS INDICATED ON DRAWING M201 AND M202NOTES: 1. REBALANCE EXISTING VBH & VB UNIT TO DESIGN AIR FLOW AS INDICATED ON DRAWING M201 AND M202 EF 1 EF 8 EF 12 EF 14 EF 19 EF 20 EF 21 EF 22 EF 23 EF 24 VB 69 VB 74 VB 71 VB 72 VBH 73 EF 2 EF 4 EF 13 EF 15 EF 3 DEMO / REPLACE DEMO / REPLACE DEMO / REPLACE DEMO / TO REMAIN EXISTING DEMO REPLACE DEMO / EXISTING EXISTING TO REMAIN EXISTING REPLACE DEMO / REPLACE DEMO / REPLACE DEMO / REPLACE DEMO / TO REMAIN EXISTING DEMO TO REMAIN EXISTING TOILETS 148, 149 FIRST FLOOR DETENTION FIRST FLOOR LOCKER ROOMS FIRST FLOOR CRIME LAB FIRST FLOOR ELECT. RM.129 FIRST FLOOR ELEV. RM. 175 FIRST FLOOR ELEV. EQUIP. 172 FIRST FLOOR ELECT. RM. 142 FIRST FLOOR TOILET EXH. MEETING AREA ELECT. RM. MEETING AREA CENTER SERVICE TOILETS SECOND FLOOR PHOTO LAB SECOND FLOOR TOILETS SECOND FLOOR ELECT. RM. SECOND FLOOR ARMORY RM. 152 FIRST FLOOR CENTER SERVICE CENTER SERVICE DETENTION FIRST FLOOR LOCKER ROOMS FIRST FLOOR CRIME LAB FIRST FLOOR ELECT. RM. 142 FIRST FLOOR TOILETS SECOND FLOOR PHOTO LAB SECOND FLOOR TOILETS SECOND FLOOR ELECT. RM. SECOND FLOOR TITUS DESV 141 141 CRIME ANALYST 520VB 70 150 1 0.25 0.09 23 27 0.5NEW90243 JANITOR EF 25 TITUS DESVVBH 75 254 253 OFFICE 250 75 3.7 0.05 0.3 155.3 0.08 - 1,2,3,4,5,6,7GREENHECK2.5 3556 5 460-3 - 435NEW3300VEKTOR-CD-12--FEF 1 10-II-LV 184 DRYING ROOM 225 CSI EAT DB (°F)CFM COOLING COIL EAT WB (°F) SUPPLY FAN ESP LAT DB (°F) VERTICAL UPFLOW, FRONT RETURN MPOE/DATA CENTER 1.0 80 673500 55 MFR. MODELSYMBOL LOCATIONTYPESERVICE TOTAL SENSIBLE COOLING CAP (BTH) STATUS ELECTRICAL UNIT FLAV/PH/HZ UNIT MOCP UNIT MCA ROOM SETPOINT (°F) REFRG.WT (LBS)NOTES:L x W x H (IN) NOMINAL TONS NEW CRAC 1 PDX023 LIEBERT NEW 81,200 74,000 670PDX023 LIEBERT 75R410A 1.2.3.46.5CRAC 2 AIR COOLED CONDENSER CRAC-1 MPOE/DATA CENTER MFR. MODELSYMBOL LOCATIONTYPESERVICESTATUS ELECTRICAL UNIT FLAV/PH/HZ UNIT MOCP UNIT MCA AMBIENT TEMP (°F) REFRG.WT (LBS)REMARKSL x W x H (IN) NEWC 1 2.3 2.9 15 350MCM 040 LIEBERT 90R410A 58x46X40208/3/60 1,2,3,4 C 2 ROOF AIR COOLED CONDENSER CRAC-2 MPOE/DATA CENTER NEWMCM 040 LIEBERT ROOF 1,2,3,4,5,6,71109 1/4 115-1 4.4 582.85GREENHECK G-097-VG 1,2,3,4,5,6,71109 1/4 115-1 4.4 582.85GREENHECK G-097-VG GREENHECK G-090-VG GREENHECK G-060-VG GREENHECK G-090-VG VERTICAL UPFLOW, FRONT RETURN MPOE/DATA CENTER 35x35x7859.7 80208/3/60 52.7 2.3 2.9 15 35090R410A 58x46X40208/3/60 07 07 05 1 0.25 0.08 22 31 130 75 25 25 25 25 30 30 TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING DEMO UNIT WT. (LBS) UNIT WT. (LBS) 16 41 15 16 50 41 14 14 14 14 28 28 15 14 15 16 22 22 16 15 14 15 15 15 14 14 16 14 14 14 14 15 15 16 22 15 15 16 15 15 15 15 15 15 16 22 16 22 16 16 22 22 15 41 16 15 15 16 22 22 41 16 16 16 16 45 15 DEMO VBH 76 VBH 77 TITUS DESV 155 156 BAG TAG 330 100 - 25 TITUS DESV 156 155 HOMELESS OUTREACH 100 30 - 25 VBH 78 112 MEETING ROOMTITUS DESV 112 200 60 3.7 0.05 0.3 155.3 0.08 -05 1 0.25 0.08 22 31 60 30 111 111 PATROL SERGEANT 08 600 180 1 0.25 0.02 23 29 25TITUS DESVVB 79 5 M802 DETAIL 11 M802 DETAIL 11 M802 11 M802 11 M802 11 M802 11 M802 11 M802 11 M802 11 M802 11 M802 11 M802 11 M802 11 M802 11 M802 11 M802 11 M802 1 M805 8 M802 DETAIL 8 M802 10 M802 DETAIL 10 M802 TOILETS 148, 149 FIRST FLOOR TO REMAIN TO REMAIN LOCATION ROOF ROOF ROOF ROOF ROOF ROOF ROOF ROOF ROOF ROOF ROOF ROOF ROOF ROOF ROOF ROOF ROOF 1,2,3 1,2,3 1,2,3 1,2,3 1,2,3 1,2,3 1,2,3 1,2,3 1,2,3 1,2,3 1,2,3 1. ALL UNITS SHALL HAVE COIL AND CABINET COATINGS FOR COASTAL ENVIRONMENT INSTALLATION. 2. UNIT SHALL BE MOUNTED ON STAINLESS STEEL LEGS. 3. REFER TO STRUCTURAL PPLANS FOR ROOF MOUNTING INFORMATION. PROVIDE NEOPRENE ISOLATORS FOR EACH MOUNTING LEG. 4. PROVIDE DISCOUNTING SWITCH IN NEMA 3R ENCLOSURE. 1. DIGITAL, PROGRAMMABLE THERMOSTAT FOR EACH UNIT. 2. UNIT MOUNTED TOGGLE TYPE DISCONNECT SWITCH FOR MAINTENANCE. 3. REFER TO STRUCTURAL DRAWINGS FOR EQUIPMENT MOUNTING DETAIL. EACH CRAC UNIT SHALL BE INSTALLED ON MANUFACTURER PROVIDED FLOOR STAND. 4. EACH UNIT SHALL BE INTERLOCKED WITH ROOM SMOKE DETECTION AND SHALL SHUTDOWN UPON ACTIVATION OF SMOKE DETECTION SYSTEM. MPOE/DATA CENTER MPOE/DATA CENTER LAT WB (°F) 54 5.3 REFRG. CHARGE (LBS) ELECT. RM.129 FIRST FLOOR METER. RM.173 FIRST FLOOR 50 95 160 1 10 50 95 160 1 10 50 95 160 2 10 50 95 160 1 10 50 95 160 1 10 05 1 0.25 0.05 27 31 04 1 0.25 0.02 11 25 6.3 0.14 0.7 142.0 0.10100 1.9 0.01 0.4 149.0 0.1030 1,2,3,4 -- -- --- --- -- -- -- --- --- -- -- -- --- --- -- -- -- --- --- -- -- -- --- --- -- -- -- --- --- -- 5 M802 5 M802 5 M802 5 M802 5 M802 5 M802 5 M802 5 M802 5 M802 5 M802 1,2,3,4,5,6,7GREENHECK100 0.5 1109 1/4 115-1 4.4 58NEWG-097-VG 2.85EF 26 11 M802ROOFSTORAGE CABINET 225 CSI DEMO DEMO 1.0 80 673500 5581,200 74,000 67075R410A 1.2.3.46.5 35x35x7859.7 80208/3/60 52.754 5.3 5.3 5.3 REFRG. CHARGE (LBS) SCOP 2.24 2.24 CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO.DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MB 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: NO SCALE M002 SCHEDULES CARLSBAD SAFETY CENTER RENOVATION SS EG 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 WALL MOUNT DISABLE WALL MOUNT DISABLE WALL MOUNT WALL MOUNT DISABLE DISABLE AC UNIT SCHEDULE INDOOR FAN COIL SCHEDULE DX OUTDOOR UNIT SCHEDULE AIR VALVE SCHEDULE (FUME HOOD SYSTEM) FAN POWERED BOX SCHEDULE (EXISTING - FOR REFERENCE ONLY) SYMBOL LOCATIONTYPESERVICE NET COOLING CAP (BTH)ELECTRICAL V/PH/HZ REFRG.EER NOTES CFM ESP ROOF -- 460/3/6037.36 AC 6 AC 7 - - WHC048H TRANE -- 90R410A ROOF 460/3/6056.37AC 8 90R410A - 47.01 75.83 - - - - 6.4 - 0.8 1.6 - 11.0 19.0 - 15 25 - 830 1300 - 16.5 (16.0) - 13.0 12.1 - 1.9 3.6 - 1600 - 1 2400 1 - 89 x 54 x 41 89 x 54 x 47 ROOF 460/3/6026.30AC 9 90R410A34.68 -5.7 0.55 10 15 64016.012.51.901200 1 70 x 45 X 41 - 80 80 80 - 67 67 67 - 57.72 56.94 57.89 COOLING COIL 10 4 6 3 - 42.77 73.07 31.22 HEATING CAPACITY - - HEAT PUMP PACKAGED SYMBOL LOCATIONTYPESERVICE TOTAL SENSIBLE COOLING CAP (BTH) STATUS ELECTRICAL V/PH/HZ REFRG.HSPFEER NOTES SYMBOL V/PH/HZ SERVICETYPE CFM COOLING COIL ELECTRICAL FAN FLA NOTESLOCATION MCASP STATUS 0.6 600 600 0.6 0.6 NEW NEW NEW 1.35 1.69 1.35 1.69 80 67PEAD-A18AA7 MITSUBISHI PEAD-A18AA7 MITSUBISHI 62 62 R410A R410A R410A HEAT PUMP ROOF HEAT PUMP ROOF ROOFHEAT PUMP NEW NEW NEW 30,000 20,400 32,000 FC 5 FC 6 FC 7 HP 5 HP 6 HP 7 90R410A 0.47 19 26.0 10 10.8 153PUA-A30NHA7 MITSUBISHI 90R410A 90R410A SPLIT SPLIT SPLIT 38 x 17 x 38 HP 5 HP 6 HP 7 FC 5 FC 6 FC 7 55 55 880 2.18 2.73PEAD-A30AA7 MITSUBISHI 7055 208/1/60 208/1/60 208/1/60 18,000 13,860 19,000 0.57 11 28.0 10.8 10.2 100PUZ-A18NKA7 MITSUBISHI 18,000 13,860 19,000 0.57 11 28.0 10.8 10.2 100PUZ-A18NKA7 MITSUBISHI 32 x 15 x 251.5 1.5 2.5 1.5 1.5 2.5 SEER 19.1 19 19 FC 1 FC 2 FC 3 FC 4 C-04 TRANE C-10 TRANE C-10 TRANE C-04 TRANE CONCEALED HORIZONTAL CONCEALED HORIZONTAL CONCEALED HORIZONTAL CONCEALED HORIZONTAL ADMIN SECOND FLOOR ADMIN SECOND FLOOR ADMIN SECOND FLOOR ADMIN SECOND FLOOR SERVICES 201 INVESTIGATIVE 262 CORRIDOR 262 CORRIDOR 215 CORRIDOR 300 925 925 330 0.35 0.35 0.35 0.35 N/A N/A N/A N/A N/A N/A N/A N/A 80 150 150 80- - - - - - - - 55 55 55 55 120/1/60 120/1/60 120/1/60 120/1/60 - - - - - - - - MITSUBISHI PKA-A18HA7 MITSUBISHI PUZ-A18NKA7 -NEW R410A HP 8 FC 8 426 0.33 1.0 30551.5 ROOFHEAT PUMP NEW 18,000 FC 8 HP 8 11.0 28.0 9.9 10.2 100SPLIT 1.5 18.5208/1/60 R410A 9013,860 0.57 MITSUBISHI PKA-A18HA7 -NEW R410A HP 9 FC 9 426 0.33 1.0 30551.5 MITSUBISHI PUZ-A18NKA7 ROOFHEAT PUMP NEW 18,000FC 9 HP 9 11.0 28.0 9.9 10.2 100SPLIT 1.5 18.5208/1/60 R410A 9013,860 0.57 WHC074H TRANE HEAT PUMP PACKAGED WHC036H TRANE HEAT PUMP PACKAGED DOAS 1 HORIZON TRANE OAGE120D4 HEAT PUMP AIR SOURCE ROOF 10 2920 2.5 100.4144.890 74 62.3 -103.5 460/3/60 8.531 35 R410A 90 160 x 74 X 67- 0.6700NEW 2.10 2.63PEAD-A24AA7 MITSUBISHI 70R410A HP 10 FC 10 552 HEAT PUMP ROOFNEW FC 10 HP 10 90R410ASPLIT208/1/6024,000 16,320 26,000 0.47 19 26.0 11.7 10.8 153PUZ-A24NHA7 MITSUBISHI 2.0 19.6 AREA SERVED - 650 --EAV 1 EAV 2 EAV 3 EAV 4 EAV 5 EAV 6 EAV 7 SAV 1 SAV 2 TYPE STATUS - - 325 --- - 325 --- - 800 --- - 900 --- - 70 --- - 300 --- - 1200 200 -- - 865 225 -- STATIC PRESSURE IN.OF W.G. OPER NEW STATUS DEMO EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN NEW NEW NEW - - TRANE AREA SERVED FPH 1 1500-TO REMAIN EXISTING UNIT WT. (LBS) 130VSWC 2015 FP 2 FPH 3 FP 4 FPH 5 FPH 6 0.9 CAP. 28.6 MBH FAN SP. IN.W.G. CFM MAX.GPM 2.0 PD. 2.2 FT. H2O EWT 190 DEG F HEATING COIL 1/2 HP 9.7 FLA 115-1 VOLTS-PH TRANE 540-TO REMAIN EXISTING 65VSCC 0807 0.5 1/8 2.8 115-1 TRANE 480-TO REMAIN EXISTING 65VSWC 0807 0.5 5.1 0.4 0.5 190 1/8 2.8 115-1 TRANE 540-65VSCC 0807 0.5 1/8 2.8 115-1 TRANE 400-TO REMAIN EXISTING 65VSWC 0807 0.5 1.3 0.2 0.2 190 1/8 2.8 115-1 FPH 7 TRANE 1500-TO REMAIN EXISTING 130VSWC 2015 0.9 28.6 2.0 2.2 190 1/2 9.7 115-1 TRANE 220-50VSWC 0404 0.3 2.3 0.3 0.18 190 1/15 1.6 115-1 DEMO 32 x 15 x 25 32 x 15 x 25 32 x 15 x 25 38 x 17 x 38 MITSUBISHI PKA-A18HA7 -NEW R410A HP 11 FC 11 426 0.33 1.0 30551.5 MITSUBISHI PKA-A18HA7 -NEW R410A HP 12 FC 12 426 0.33 1.0 30551.5 MITSUBISHI PUZ-A18NKA7 ROOFHEAT PUMP NEW 18,000 FC 11 HP 11 11.0 28.0 9.9 10.2 100SPLIT 1.5 18.5208/1/60 R410A 9013,860 0.57 32 x 15 x 25 MITSUBISHI PUZ-A18NKA7 ROOFHEAT PUMP NEW 18,000FC 12 HP 12 11.0 28.0 9.9 10.2 100SPLIT 1.5 18.5208/1/60 R410A 9013,860 0.57 32 x 15 x 25 54 54 54 54 54 54 54 54 54 54 54 54 6 6 6 6 1,2,3,4,5,7 1,2,3,4,5,7 1,2,3,4,5,7 1,2,3,4,5,7 1,2,3,4,5,7 1,2,3,4,5,7 1,2,3,4,5,7 1,2,3,4,5,7 4-14 7-11 7-11 SAV 3 - 865 225 -- MFR. MODEL COND. FAN FLA COMP RLA HEATING INPUT (MBH) UNIT MOCP UNIT MCA AMBIENT TEMP (°F) UNIT + CURB WT (LBS) SUPP. FAN FLA SUPPLY FAN L x W x H (IN)EAT DB (°F) EAT WB (°F) LAT WB (°F) NOTES: 1, 2, & 4 NOTES: 1, 3, 4 & 6 NOTES: 1, 2, & 4 DISPATCH CENTER 144 253 IT, 236 WORKROOM, 237 IT OFFICE, & 255 IT MEETING 251 CLERICAL POOL & 267 PSSD STOR. 262 CONFERENCE NOMINAL TONS HEATING OUTPUT (MBH) TOTAL (MBH) SENSIBLE (MBH) SEER (IEER) NOTES: 1. 11" KNOCKED DOWN ROOF CURB WITH SEISMIC HOLD DOWN CLIPS 2. 0-25% MANUAL OUTSIDE AIR HOOD 3. DRY BULB ECONOMIZER WITH T-24 FAULT DETECTION AND DIAGNOSTICS 4. MERV 13 FILTER MFR. MODEL FAN FLA COMP RLA HEATING CAPACITY (BTH)UNIT MOCP UNIT MCA AMBIENT TEMP (°F) WT (LBS) MFR. MODEL EAT DB (°F) EAT WB (°F) SERVED BY COND. UNIT WT (LBS) SUPPLY FAN REFRIGERANT L x W x H (IN) HORIZONTAL SUSPENDED HORIZONTAL SUSPENDED HORIZONTAL SUSPENDED 1,2,3,4 LAT DB (°F) VICE / NARCOTICS 202 LOUNGE RM. 244 NOMINAL TONS NOMINAL TONS POWER FROM HP-5 POWER FROM HP-6 POWER FROM HP-7 (#1) 6.2 (#2) 6.0 LOUNGE RM. 244 VICE / NARCOTICS 202 LOUNGE RM. 244 LOUNGE RM. 244 POWER FROM HP-8IDF ROOM 132 IDF ROOM 132 POWER FROM HP-9WORKROOM/ IDF ROOM 237 WORKROOM/ IDF ROOM 237 184 DRYING ROOM 225 CSI 2732 + 235= 2967 (#1) 8.1 (#2) 8.1 (#1) 2.1 (#2) 2.1 5. MODULATING HOT GAS REHEAT, DIGITAL SCROLL COMPRESSOR, ECM INDOOR MOTOR, ECO COATED COILS, AIR FLOW MONITORING, CONDENSER HAIL GUARD, MERV 8 & MERV 14 FILTERS. TRANE UC600 CONTROL WITH BACNET. 6. MICROMETL ECONOMIZER AND MODULATING POWER EXHAUST MODEL PECDPRCCECA-DRDB-4L1. POWER 460V-3-60, 1 HP, 2.8 FLA, 3.5 MCA, 6.3 MOCP. NOTES: 5 HORIZONTAL SUSPENDED STORAGE 182, 185 INTERVIEW 183 POWER FROM HP-10STORAGE 182 SYMBOL REMARKS SIZE MAX MIN CFM INLET (IN) WT. (LBS.) 184 DRYING ROOM CHEMICAL STORAGE MFR. MODEL PHOENIX MODEL --EXHAUST NEW PHOENIX MODEL --EXHAUST NEW PHOENIX MODEL --EXHAUST NEW 225 CSIPHOENIX MODEL --EXHAUST NEW PHOENIX MODEL --EXHAUST NEW PHOENIX MODEL --EXHAUST NEW PHOENIX MODEL --EXHAUST NEW PHOENIX MODEL --SUPPLY NEW PHOENIX MODEL --SUPPLY NEW 184 DRYING ROOM CHEMICAL STORAGE 225 CSI (NOTE 6) DISPATCH CENTER 144 DESCRIPTIONSYMBOL FIRST FLOOR ROOM LOCATEDSTATUS NOTES: 1. REMARKS FIRST FLOOR FIRST FLOOR FIRST FLOOR SECOND FLOOR FIRST FLOOR FIRST FLOOR POWER FROM HP-11ELEV. EQUIP. 172 ELEV. EQUIP. 172 POWER FROM HP-12ELEV. EQUIP. 175 ELEV. EQUIP. 175 NOTES: 1. ALL UNITS SHALL HAVE COIL AND CABINET COATING FOR COASTAL ENVIRONMENT INSTALLATION. 2. UNIT SHALL BE ANCHORED WITH GALVANIZED BOLTS. 3. REFER TO STRUCTURAL PLANS FOR ROOF MOUNTING INFORMATION. PROVIDE NEOPRENE ISOLATORS FOR EACH MOUNTING LEG. 4. DISCONNECT SWITCH IN NEMA 3R ENCLOSURE. LAT WB (°F) REFRG. WT. (Lbs-oz) 1,2,3,4 1,2,3,4 1,2,3,4 1,2,3,4 1,2,3,4 1,2,3,4 1,2,3,4 PHOENIX MODEL --SUPPLY NEW 225 CSI NOTES: 1. PROVIDE DISCONNECT SWITCH FOR ALL UNITS. 2. REFER TO STRUCTURAL PLANS FOR UNIT MOUNTING INFORMATION. 3. PROVIDE DIGITAL PROGRAMMABLE THERMOSTAT FOR EACH UNIT. 4. CONDENSATE PUMP (ONLY FOR WALL MOUNTED UNITS) 5. FILTER BOX WITH MERV 8 FILTERS (CONCEALED UNITS ONLY) 6. (E) CHILLED WATER FAN COIL UNIT 7. WIRED FACTORY REMOTE WALL MOUNTED ROOM TEMPERATURE CONTROLLER MODEL "DELUXE MA". 208/230V/1Ø. MAXI-BLUE MDL X87-721 CONDENSATE PUMP WITH ACCESSORIES. 80 67 80 67 80 67 80 67 80 67 80 67 80 67 DEMO 4-14 4-14 4-14 4-14 4-14 6.8 CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MB 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: NO SCALE M003 SCHEDULES CARLSBAD SAFETY CENTER RENOVATION SS EG 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 LENGTH (IN) WIDTH (IN) PHYSICAL HEIGHT (IN) WEIGHT (LBS) NOTES: 1 2 3 2 3 AEGIS MOTOR BEARING GROUND RING AND GROUND STRAP 4 MECHANICAL SEAL STAINLESS STEEL FITTED PUMP. CAST IRON VOLUTE ASTM A48, 304 STAINLESS IMPELLAR ASTM A743 GRADE CF8, 175 PSI RATED. PUMP IS VARIABLE SPEED. 2 3 4 5 6 7 8 1 2 3 1 2 3 1 2 3 2 3 PUMP SCHEDULE P 1 1 SYMBOL LOCATION ET 1 EXPANSION TANK SCHEDULE SERVICE CAPACITY - GAL 1 NEW -- AIR SEPARATOR - -- -- - NEW --- -- -- - AS 1 AS 2 CHILLER SCHEDULE (ADD ALTERNATE) CH 1 1 1 2 RELABEL EXISTING EQUIPMENT TO THE NEW ID TAG SHOWN VALUES IN (PARENTHESIS) ARE MEASURED VALES. ADJUST FOR DESIGN FLOWS WITH VALVES 100% OPEN. 3 CONDENSER - ECONOMIZER, DUAL PRESSURE VALVES, VARIABLE SPEED ECM MOTOR CONDENSER FANS, COPPER TUBE, ALUMINUM FIN CONDENSER COILS. ANTI-CORROSION COATING, EVAPORATIVE PRE-COOLER WITH 4" DEEP GLASS-DEK COOLER PADS, PRE-COOLER HEAD PRESSURE CONTROL SYSTEM. PROVIDE SEPARATE POWER SUPPLY FOR EVAPORATIVE COOLER CONTROLLER. 4 EVAPORATOR - SHELL AND TUBE, 6" GROOVED CONNECTIONS, 3/4" DIA., 0.025" THICK ENHANCED COPPER TUBES, ELECTRONIC EXPANSION VALVES, CLOSED CELL INSULATION, DUAL PRESSURE RELIEF VALVES. 5 6 CONTROL - BACNET IP COMMUNICATION PROTOCOL, WEB SERVER, CPU BASED CONTROL WITH BATTERY BACKUP, INTERNAL UPS, 10" TOUCH SCREEN, 7 POWER - SINGLE POINT POWER CONNECTION, HIGH VOLTAGE BREAKER PER COMPRESSOR, LINE REACTOR PER COMPRESSOR. SOUND LEVEL NOT TO EXCEED 72 dBA, FACTORY RUN TEST, FACTORY STARTUP AND PARTICIPATION IN COMMISSIONING TESTING. 97 0.516 - 55 45 131.57 - 3 6.0 90 50 85,669 6 9.80 1 76.4 - 123 148 - 460 3 R134A 141.73 91.85 99.09 8240 471 419 9130 P 2 P 3 P 4 116 48.0 4.01 1450 2.06 65.95 5 460 3 184TC 4" 4" 8.31" 30 33.1 30.0 888 116 48.0 4.01 1450 2.06 65.95 5 460 3 184TC 4" 4" 8.31" 30 33.1 30.0 888 30 13.0 2.14 1721 2.06 30.4 5 460 3 184TC 4" 4" 8.31" 30 33.1 30.0 888 30 13.0 2.14 1721 2.06 30.4 5 460 3 184TC 4" 4" 8.31" 30 33.1 30.0 888 1 1 ---- BOILER SCHEDULE 1 TEMPORARY AIR HANDLER UNIT SCHEDULE 1 2 3 4 5 B 1 1VBH UNITSBOILER ROOM-20.6 120 1 20.6 20.6 50 17 36 467725 689 20.6 4 14 68.9- ET 1 - GAL ----1 1 1 - - 1 2 3 4 5 6 7 6 7TAC 1 TAG STATUS MAKE MODEL TYPE LOCATION PERFORMANCE GPM FT NPSH NEW ARMSTRONG NOTES: ELECTRICAL PHYSICAL SERVICE SUCTION ANCHORAGE DETAIL NOTES: RPM BHP EFF % HP V PH TYPE FRAME DISCH IMP DIA.L W H WEIGHT MAKE & MODEL BOILER ROOM SERVICE DESCRIPTIONLOCATIONMODELMAKESYMBOL NOTES:CAPACITY GAL DIMENSIONS L W H ELECTRICAL LOAD V OPER. WGT. (LBS.) STATUS --CHILLER AIR SEPARATOR -- HP PH HZ - CFM @ PSI ---AIR SEPARATOR--CHILLER TAG STATUS MAKE MODEL TYPE LOCATION NEW SMARDT NOTES: PERFORMANCE SERVICE ELECTRICAL NOTES: CAP EFF CONDENSER CFM KW/TON COP FAN (QTY)FAN KW TONS DESIGN IPLV EVAPORATOR WATER TEMP GPM EWT LWT MAX MIN PASS DP FT AIR EAT EWB COMPRESSORS TOTAL NO KW FLA FLA MCA FUSE V PH PHYSICAL WEIGHTREFRIG L W H DRY REFRIG WATER TOTAL ANCHORAGE DETAIL AD040.1EG06. F3AKDA.A006AA.010 CENTRIFUGAL ON-GRADE WHOLE BUILDING NEW NEW NEW ARMSTRONG ARMSTRONG ARMSTRONG SERIES 4302 SERIES 4302 SERIES 4302 SERIES 4302 CHW BOILER ROOM CHW BOILER ROOM HHW BOILER ROOM HHW BOILER ROOM CHILLER CHILLER BOILER BOILER INVERTER DUTY INVERTER DUTY INVERTER DUTY INVERTER DUTY - STATUS NEW BOILER ROOM BOILER ROOM TAG STATUS MAKE MODEL TYPE LOCATION NOTES: ELECTRICAL SERVICE PH ANCHORAGE DETAIL COMMENTS BHP V A LOSS, WATTS PHYSICAL L W H WEIGHT TAG STATUS MAKE MODEL TYPE LOCATION SERVICE PERFORMANCE SUPPLY FAN NOM TONS CFM TSP "WG ESP "WG DRIVE RPM MOTOR SA OSA BHP HP RPM NEW YORK XTI-096X096- BAQA046A CUSTOM CHILLED WATER ROOF 60 24,000 -4.99 4.39 BELT 861 30.34 40 1770 NOTES: VARIABLE SPEED LEAD COMPRESSOR, REPLACEABLE FILTER/DRYERS, SUCTION SERVICE VALVES. VAV DISCHARGE TEMPERATURE CONTROL, BACNET INTERFACE, REFER TO CONTROL SCHEMATICS FOR ADDITIONAL FACTORY AND FIELD INSTALLED DEVICES. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. ULTRA LOW LEAK OUTDOOR AIR AND EXHAUST DAMPERS. SEPARATE ACTUATORS FOR EACH DAMPER. ACTUATORS HAVE 0-10VDC POSITION FEEDBACK AND 0-10VDC CONTROL. SMOKE DETECTOR TO BE INSTALLED ON SUPPLY DUCT FOR UNIT SHUT DOWN AND FIRE ALARM. PROVIDE DETECTOR WITH 2PDT CONTACTS. COORDINATE WITH FIRE ALARM CONTRACTOR. CORROSION COATED CONDENSER COILS UNIT CONTROLS SHALL HAVE MECHANICAL CAPACITY CONTROLS INTERLOCKED WITH ECONOMIZER CONTROLS SUCH THAT THE ECONOMIZER IS AT 100% OPEN POSITION WHEN MECHANICAL COOLING IS ON AND DOES NOT BEGIN TO CLOSE UNTIL THE LEAVING AIR TEMPERATURE IS LESS THAN 45 DEGREE F. COPPER HEADERS, 2-1/2" COPPER MPT CONNECTION PER COIL COOLING COIL FILTERS CAP EAT LAT TOTAL MBH SENS MBH 793.9 577.1 90 80 67 58.6 56.6 PLEAT 12 4 TYPE NO. 20X20X2 20X24X2 SIZE IN. 46.7 AREA SF MERV 13 EFFAMB DB ºF DB ºF DB ºFWBºF WB ºF MBH INPUT MBH OUTPUT CAPACITY NEW THERMAL SOLUTIONS APEX 725C FUEL OPER. PRESSURE PSI HHW TEMP °F MIN " WC MAX " WC FLOW GPM NATURAL GASNOTES: NEW BOILER ROOM- BOILER ROOM NOTES: ELECTRICAL TOTAL FLA MCA MOCP V PH -58.75 -460 3 PHYSICAL ANCHORAGE DETAIL REMARKS L W H WEIGHT (LBS) 97 99 102 4,400 GPM EWT WATER TYPELWTdP FT FPI COIL ROW 150 55 45 - 10 4 TAG STATUS MAKE MODEL TYPE LOCATION SERVICE PERFORMANCE OCTAVE CFM 250 1K 2K WEIGHT (LBS) NEW IAC MS DUCT SILENCER ADMIN 1ST FLOOR FAN ROOM 24,500 SOUND TRAP ST 1 1 218 42 34 23 1 2 dP 0.12 12563 FPM 96 37 1200 L 4K W H PHYSICAL HZ DYNAMIC INSERTION LOSS 10-980 14 8K 60 ST 4 13,700 18 42 34 230.15 60 30 50010-1096 14 60 1 2 500 30 30NEW IAC MS DUCT SILENCER ADMIN 2ND FLOOR FAN ROOM AH 1 AH 2 NATIVE BACNET/MODBUS, FLN P1 COMMUNICATION PROTOCOL. CONNECT TO COMMUNICATION PORT AND INTEGRATE TO EMS. REFER TO SEQUENCES FOR DATA COMMUNICATION OVER NETWORK. 1ST FLOOR (PHASED) 2ND FLOOR (PHASED) SEE PLANS 22 GA. GALVANIZED STEEL, G90 COATED. SILENCER SHALL BE LINED. NOTES: NOTES: CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MB 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: NO SCALE M004 SCHEDULES CARLSBAD SAFETY CENTER RENOVATION SS EG 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 M201 1 M207 1 2 M207 1 M202 1 M204 1 M205 M211 1 SCALE: 1" = 20'-0" REF: M301 M100 1 CAMPUS SITE PLAN CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MB 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: 1" = 20'-0" M100 CAMPUS SITE PLAN CARLSBAD SAFETY CENTER RENOVATION SS EG 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20SCALE: 1" = 20'-0" (1:240) 0'10 20 40 80N GENERAL NOTES LEGEND KEYNOTES FD FD FDFD FDFDFD FD FD FDFD FD FDFDFD FDFDFDFDFDFD FDFDFDFDFST TTT T T TT T TT T T T TT T TT TTTTTTTTT T T T T TT TT T TT T 1 2 3 4 5 6 7 8 9 10 11 12 133.1 A B C D E F G H AA 96"x18"46"x18"38"x18" FP 4 1 VBH 16 VBH 17 VBH 18 VBH 19 VB 30 VBH 20VBH 22 FPH 7 VBH 24VBH 27 FPH 3 VB 28 VB 26 VBH 3 VBH 5 VBH 4 VB 8 FPH 1 FPH 6 VBH 1 VBH 2 FP 2 VB 12 VB 7 LOBBY 101 STAIR #1 ST01 ELEV EQUIP 175 ELEV. #1 EL01 MEN'S LOCKERS 164PHYSICAL FITNESS161ELEC. ROOM 174VESTIBULE ROOM199ELEV. #2 EL02 STAIR #2 ST02 MECH EQUIP 171 SALLY PORT 181 CORRIDOR 193 PROPERTY & EVIDENCE 159 CORRIDOR 193 EVIDENCE LOCKERS 194 ELECT. 142 CORRIDOR192CORRIDOR 195 BRIEFING 121 TRAFFIC 116 WATER FOUNTAIN 122 VB 9 265CFM (TYP.8) TRAFFIC SUPERVISOR 108 FIELD EQUIP. 153 STOR 155 SGT 156 SGT 157 REPORT WRITING 154 EVIDENCE VEHICLES 136 DRYING CLOSET 155 TRAFFIC 106 FINGER PRINTING 104 CRIME PREVENT 103A INTERVIEW /PRESS 165 WORK 166 RECORDS 168 STORAGE 167 INTERVIEW 164 LOUNGE/ STORAGE 111 COMM/ SUPERVISOR 110 DRYING 153 SHOWER #2 153 SHOWER #4 153 SHOWER #1 153 PUBLIC RELATIONS 103 22 2 2 VB 10 AH 1 CRIME ANALYST 141 DRYING ROOM / CHEMICAL STORAGE 184 STORAGE 185 NARCOTICS 158 EVIDENCE 157 WOMEN'S LOCKERS 169WOMEN'S 168 MEN'S 163 METER ROOM 173 ELEV EQUIP 172 OPEN DISPATCH CENTER 144 MASTER MPOE / MDF ROOM 143 VB 11 VESTIBULE 162 VESTIBULE 167 VB 14 VBH 6 VB 15 VBH 13 VB 31 VB 29 VB 21VB 67 VB 25 EF 7 EF 5 VBH 32 100 CFM (TYP. 4) 100 CFM 75 CFM (TYP. 3) 90 CFM (TYP. 2) 35 CFM 85 CFM 480 CFM 115 CFM (TYP. 9) 150 CFM (TYP. 3) 200 CFM 96 CFM (TYP. 4) 130 CFM (TYP. 10) 90 CFM (TYP. 3) 155 CFM 380 CFM107 CFM (TYP. 2) 300 CFM (TYP. 4) 230 CFM 100 CFM (TYP. 2) 100 CFM (TYP. 2) 80 CFM (TYP. 2) 105 CFM (TYP. 5) 112 CFM (TYP. 4) 190 CFM (TYP. 2) 75 CFM (TYP. 4) 210 CFM (TYP. 7) 85 CFM 55 CFM 500 CFM (TYP. 6) 475 CFM (TYP. 4) 250 CFM (TYP. 2) 107 CFM (TYP. 13) 300 CFM (TYP. 2) 140 CFM 40"x12" 24"x24" 40"x10" 30"x10" 30"x10" 2000 CFM 1600 CFM ST 2 ST 3 270 CFM (TYP. 2) 200 CFM (TYP. 2) 260 CFM 210 CFM (TYP. 7) 80 CFM 80 CFM 90 CFM 90 CFM 90 CFM 90 CFM 80 CFM 80 CFM 70 CFM (TYP. 2) 70 CFM (TYP. 2) 120 CFM 260 CFM 440 CFM150 CFM 150 CFM 650 CFM (TYP. 4) 130 CFM 150 CFM 360 CFM 80 CFM 130 CFM 200 CFM 210 CFM 240 CFM 150 CFM 860 CFM (TYP. 3) 2900 CFM 3200 CFM 240 CFM 380 CFM108"x84" REMOVABLE LOUVER 25 SQFT AREA OSA ST 1 16"x6" 36"x54" UP 24"x6" UP 60"x18" 60 CFM 12"x12" 1180 CFM (TYP. 3) 3 3 3 (TYP.) AV.EQUIP 160 3 3 2 2 3 2 3 3 22 N.I.C. 4 5 ARMORY 152 MEN 149 WOMEN 148 4 6 2 1 2 2 2 2 2 2 22 7 7 8 SCALE: 1/8" = 1'-0" REF: M100 M201 1 DEMOLITION FLOOR PLAN - LEVEL 1 CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MB 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: 1/8" = 1'-0" M201 DEMOLITION FLOOR PLAN -LEVEL 1 CARLSBAD SAFETY CENTER RENOVATION SS EG 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 0'4'8'16'32'N SCALE: 1/8" = 1'-0" (1:96) 1. DUCT THAT REMAINS SHALL BE CLEANED. REFER TO SPECIFICATIONS 2. REFER TO STRUCTURAL DETAILS FOR NON-STRUCTURAL SEISMIC BRACING OF EXISTING DUCT AND PIPE THAT REMAINS AFTER DEMO 3/23 MEMO. IN ORDER TO GET DECENT BIDS, THESE PLANS WILL NEED TO SHOW MORE INFORMATION ON EXISTING INCLUDING HOT WATER AND CHILLED WATER PIPING. GENERAL NOTES KEYNOTES GENERAL NOTES KEYNOTES REMOVE (E) FAN POWER BOX AND ASSOCIATED DUCTWORK AND GRILLES. REMOVE (E) DUCTWORK , GRILLES AND DIFFUSERS AS INDICATED. ADJUST (E) GRILLES, DIFFUSERS, EXHAUST GRILLES TO FIT THE NEW CEILING. RELOCATE (E) VAV BOX. EXTEND POWER , CONTROL AND HYDRONIC PIPES TO NEW LOCATION. REMOVE (E) FAN COIL UNIT AND ASSOCIATED DUCTWORK IN RADIO EQUIPMENT ROOM 143 . REMOVE (E) EF AND ASSOCIATED DUCTWORK AS INDICATED. (E) FUJITSU WALL MOUNTED FAN COIL UNIT TO REMAIN. INSTALL FLEXIBLE CONNECTION IN EXISTING DUCT CROSSING SEISMIC JOINT PER DETAIL 12 / M804. 1 2 3 4 5 6 7 8 FD FD FD FDFDFD FD FD FD FDFDFD FD FD FD FD FDFDFDFD FDFD TT T TTTT TT T T TT TTTTTT T TTTT T TTTT TTTTT T TT TT 1 2 3 4 5 6 7 8 9 10 11 12 133.1 A B C D E F G H AA WAITING & DISPLAY 257 WAITING & DISPLAY 257 CORRIDOR 206 INVESTIGATIVE SERVICES 224 FILM PROCESS 240A PRINTS 243B KITCHEN 244B LIBRARY 253 VEST 237 VEST 240 CORRIDOR 236 VBH 44 VBH 43 VBH 42 VBH 46 VBH 47 VBH 45 VBH 49 VBH 50VBH 53 VBH 51 VBH 54 VBH 52 VBH 58 VBH 59VBH 60 VBH 61 VBH 56 VBH 57 VBH 64 VBH 55 VBH 65 VBH 39 VBH 37 VBH 38 VBH 41 VBH 40 VBH 66 FC 4 VBH 33 VBH 34 VBH 35 VBH 68 FC 1 VBH 36 FC 3 FC 2 VBH 63 FPH 5 AH 2 AH 3 SGT. OFFICE 205 SGT. OFFICE 204 ELEC. ROOM 207 ? ? VEST. 268 ELEV. #2 EL02 STAIR #2 ST02 OFFICE 206 MECHANICAL EQUIP. 221 CSI 225 OFFICE 254 LIEUT. 256 TECH SERVICE CAPTAIN 255 FIELD SERVICE CAPT. 257 ADMIN ASSIST. 258 SECRETARY 291 POLICE CHIEF 289 MEN 292 WORK REPRO 294 WOMEN 285 CONFERENCE 288 FIRE CHIEF 283 FIRE ADMIN 280 SECRETARY 282 CLOSET 284 FIRE DIV. CHEIF 281 CLERICAL 278 FIRE ANALYST 277 EMS MGR 276 EMPTY 275 OPEN TO BELOW STAIR #1 ST01 STORAGE 274 ? ? INTERVIEW 212 MAILROOM 214 INTERVIEW 213 OFFICE 209 CRIME OF VIOLENCE 210 EOC DIRECTOR 271 JUVENILE SERVICES SERGEANT 211 FIRE TRAINING OFFICER 272 OPEN TO BELOW OPEN TO BELOW HALLWAY 273 IN-PROCESS EVID./STOR. 223 CSI 225 MEN 232 WOMEN 235 JANITOR 233 CORRIDOR 264 STOR. 287 COFFEE 286 OPEN TO BELOW ELEV. #1 EL01 STORAGE 279 CORRIDOR 215 184 CFM (TYP. 2) 184 CFM (TYP. 2) 184 CFM (TYP. 2) 188 CFM (TYP. 2) 188 CFM (TYP. 2) 146 CFM (TYP. 5) 180 CFM (TYP. 2) 130 CFM (TYP. 6) 120 CFM (TYP. 7) 150 CFM (TYP. 3) 140 CFM (TYP. 4) 140 CFM (TYP. 6) 120 CFM (TYP. 4) 150 CFM (TYP. 2) 150 CFM (TYP. 2) 125 CFM 160 CFM (TYP. 2)130 CFM (TYP. 5)125 CFM (TYP. 3) 285 CFM (TYP. 7) 260 CFM (TYP. 6) 190 CFM (TYP. 2) 130 CFM (TYP. 2) 140 CFM (TYP. 5) 200 CFM1 1 1 2 180 CFM 1 100 CFM (TYP. 5) 465 CFM (TYP. 4) 415 CFM (TYP. 4) 150 CFM 1 150 CFM 100 CFM 88 CFM (TYP. 5) 125 CFM88 CFM (TYP. 2)100 CFM 145 CFM (TYP. 2) 215 CFM (TYP. 2) 83 CFM (TYP. 4) 75 CFM (TYP. 4) 60 CFM (TYP. 2)150 CFM (TYP. 2) 130 CFM (TYP. 2) 60 CFM (TYP. 2) 114 CFM (TYP. 5) 2 280 CFM 400 CFM 225 CFM (TYP. 5) 200 CFM 117 CFM (TYP. 3) 430 CFM 75 CFM (TYP. 2) 110 CFM 240 CFM 240 CFM 120 CFM (TYP. 7) 2 3 150 CFM (TYP. 2) 270 CFM 270 CFM (TYP. 2) 40 CFM 48"x18"4 4 5 55 555 5 6 6 6 5 5 55 5 6 (TYP.7) 5 5655 5 5 5 6 6 (TYP.) 6 6 6 6 6 6 6 6 6 80 CFM 18"x8"VBH 48 SCALE: 1/8" = 1'-0" REF: M301 M202 1 DEMOLITION FLOOR PLAN - LEVEL 2 CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MB 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: 1/8" = 1'-0" M202 DEMOLITION FLOOR PLAN -LEVEL 2 CARLSBAD SAFETY CENTER RENOVATION SS EG 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 0'4'8'16'32'N SCALE: 1/8" = 1'-0" (1:96) GENERAL NOTES LEGEND KEYNOTES GENERAL NOTES LEGEND KEYNOTES EXHAUST AIR DUT UP THRU ROOF. OUTSIDE AIR DUCT UP THRU ROOF. RELIEF AIR DUT UP THRU ROOF. (E) 48"x18" DUCT OPEN TO CEILING PLENUM. ADJUST (E) GRILLES, DIFFUSERS, EXHAUST GRILLES TO FIT THE NEW CEILING. REMOVE (E) DUCTWORK , GRILLES AND DIFFUSERS AS INDICATED. --- 1 2 3 4 5 6 1. DUCT THAT REMAINS SHALL BE CLEANED. REFER TO SPECIFICATIONS 2. REFER TO STRUCTURAL DETAILS FOR NON-STRUCTURAL SEISMIC BRACING OF EXISTING DUCT AND PIPE THAT REMAINS AFTER DEMO 3/23 MEMO. IN ORDER TO GET DECENT BIDS, THESE PLANS WILL NEED TO SHOW MORE INFORMATION ON EXISTING INCLUDING HOT WATER AND CHILLED WATER PIPING. 1 2 3 4 5 6 7 8 9 10 11 12 133.1 A B C D E F G H AA EF 13 EF 8 EF 17 EF 1 EF 12 EF 14 GI - EF 3 EF 4 EF 15 GI - GI - GI - EF 6 GI - EF 2 GI - 1 1 1 1 2 2 3 3 3 3 3 8 3 1 1 1 1 1 1 1 5 10 10 7 7 7 5 5 9 9 CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MB 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: 1/8" = 1'-0" M203 DEMOLITION ROOF PLAN CARLSBAD SAFETY CENTER RENOVATION SS EG 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 SCALE: 1/8" = 1'-0" M203 1 ROOF PLAN DEMOLITION 1. --- GENERAL NOTES LEGEND KEYNOTES GENERAL NOTES LEGEND KEYNOTES REMOVE (E) EXHAUST FAN. (E) RELIEF HOOD TO REMAIN. (E) GRAVITY INTAKE TO REMAIN. (E) EXHAUST FAN TO REMAIN. (E) ELECTRICAL EQUIPMENT TO REMAIN. (E) HVAC UNIT TO REMAIN. (E) ANTENNA EQUIPMENT TO REMAIN. REMOVE (E) GRAVITY INTAKE . EXISTING FUJITSU CONDENSING UNITS TO REMAIN AND BE PROPERLY REANCHORED TO ROOF. SEE STRUCTURAL DRAWINGS FOR ANCHORAGE DETAILS REMOVE (E) HVAC UNIT SERVING MPOE ROOM 143. --- 1 2 3 4 0'4'8'16'32'N SCALE: 1/8" = 1'-0" (1:96) 5 6 7 8 9 10 FDFD FD FD FD FDFDFD FDFDFDFDFD FDFDFS TT TTT FD BD TTTTT T TTT T TTTTTTTTTTTTTTT T T T TT TT TTTTTTT T1 2 3 4 5 6 7 8 9 10 11 12 133.1 A B C D E F G H AA DISPATCH CENTER 144 VBH 5 VBH 3 PUBLIC COUNTER 104 PUBLIC INQUIRY 105 LOBBY 101 CORRIDOR 103 TRAFFIC SUPERVISOR 108 MEETING 106 MEN'S LOCKERS 164 STAIR #1 ST01 ELEV EQUIP 175 ELEV. #1 EL01 MEETING ROOM 112 PATROL SERGEANT 111 WATCH COMMANDER 133 TRAFFIC OFFICE 114 TRAFFIC OFFICE 115 TRAFFIC 116 BRIEFING 121 WATER FOUNTAIN 122 OFFICE 152 MEN 149 WOMEN 148 LOUNGE 146COMM SUPERVISOR 145 VB 8 VB 9VB 71 RECORDS SUPERVISOR 110 RECORDS 109 CRIME LIVESCAN 107 VB 12 FPH 6 FPH 1 VB 7 VBH 22 VBH 20 VBH 19 VBH 18 VBH 17 VBH 16 VBH 13 VB 15 VBH 6 VB 67 VB 31 VBH 27 VB 28 FPH 3 VBH 2 VBH 1 VBH 32 VB 26 VB 10 FP 2 VB 29 VBH 24 VB 25 VB 30 VB 21 EF 5 WOMEN'SLOCKERS169CRIME ANALYST 141 1 1 CAP VB 70 1 M301 VB 69 INTERVIEW 160 WATCH COMM OFFICE 134 VB 72 2 M301 EAV 3 EAV 2 EAV 1 SAV 1 CST 151 BATTERY CHARGING/ SHOTGUN STORAGE 126 DRY CLEANING 125 TRAFFIC OFFICE 113 MEN'S SHOWERS 165 PHYSICAL FITNESS 161 ELEC. ROOM 174 ELEV EQUIP 172 VESTIBULE ROOM 199 ELEV. #2 EL02 CORRIDOR 191 MECH EQUIP 171 CORRIDOR 193 EVIDENCE 157 NARCOTICS 158 OFFICE 154 HOMLESS OUTREACH 155 CORRIDOR 195 ELECT. 142 MASTER MPOE /MDF ROOM143CORRIDOR192HALLWAY 147 COFFEE 123 VESTIBULE 162 WOMEN'S SHOWERS 170 WOMEN'S 168 VEST 166 MEN'S 163 ATRIUM / REPORT WRITING 131 CORRIDOR 196 CORRIDOR 197 CST OFFICE 153 PROPERTY & EVIDENCE 159 SALLY PORT 181 STORAGE 182 INTERVIEW ROOM 183 STORAGE 185 DRYING ROOM / CHEMICAL STORAGE 184 325 CFM 325 CFM 280 CR-2 14x14 FC 10 7 245 CS-2 12x12 8 4 12"ø 9 9 175 CS-2 12x12 10"ø12"ø 1090 CFM 6"ø11 12 (TYP.) 12 (TYP.) 12 (TYP.) IDF ROOM 1 132 CAP VB 74 VBH 73 6"ø 260 CS-1 TYP.2 12x12 520 CR-1 20x20 ST 3 ST 2 VB-70 90 CS-1 10x10 90 CE-1 10x10 170 LSG-1 TYP.3 1"x48" 12"ø 12 120 LSG-1 TYP.2 1"x48"140 LSG-1 1"x48"10"ø8"ø8"ø 50 CS-1 TYP.2 10x10 6"ø6"ø 8"ø 190CFM TYP.2 10"ø (1"L) CAP 130CFM FC 8 100 CS-1 10x10 165 CS-1 TYP.3 10x10 10"ø8"ø 140 CS-1 10x10 140 CS-1 10x10 10"ø 250 CS-1 12x12 8"ø 8"ø 10"ø 10"ø 220 CS-1 TYP.2 12x1212"ø165 CS-1 TYP.2 12x12 10"ø 230 CS-1 12x12 8"ø11 11 6"ø 10"ø12 340 CE-1 14x14 BAG TAG 156 1114"x14" (1"L)240 CS-1 14x14 100CFM FP-2 VB-7 VB-14 145 CFM (TYP. 7)12 12AV ROOM12412 12 (TYP.) 13 36"x24" (1"L) 36"x24" (1"L) 13 14 14 N.I.C. CRAC 1 24"x18"650 CFM 1200 CFM CRAC 2 VBH 4 10"ø 325 CS-1 TYP.8 12x12 16"x16" 16"x16" 24"x18" TYP.8 MD MD 280 CS-2 14x14 175 CR-2 12x12 245 CR-2 12x12 10"ø 14"ø 10"ø 16"x16"16"x16"10"ø 10"ø 10"ø 12 300CFM TYP.4 400CFM TYP.3 12 200CFM 12 365 CS-1 TYP.4 14x14 112 CS-3 TYP.4 10"ø 10"ø 12"x12" 20"x12" 10"ø 10"ø 16"x12" VB 11 15 15 44"x18"16 12 8 6 10"ø8"ø FC 12 FC 11 115 CS-1 TYP.2 10x10 65 CS-1 10x10 65 CS-1 10x1055 CS-1 10x10 110 CS-1 TYP.3 12x12 6"ø 8"ø 8"ø 6"ø 100 CS-1 10x10 VBH 77 8"ø VBH 76 200 CS-1 10x10 300 CS-1 TYP.2 12x12VB 79 VBH 78 10"ø 10"ø10"ø96"x18"46"x18"38"x18"38"x18" 30"x10"44"x18"44"x18"44"x18"28"x8"28"x8"28"x8" 40"x10" 40"x12"40"x12"60"x18" 60"x18" 60"x18" 52"x30"30"x10"100CFM 450CFM 200CFM TYP.2 300CFM TYP.2 475CFM TYP.4 300CFM TYP.2 500CFM TYP.6 270CFM TYP.2 16"x8"8"x8"10"x8"24"x10"8"x8"300 CE-2 12x12 AH 1 METER ROOM 173 8"ø10"ø 10"ø 10"ø 170 WS-1 TYP.3 30"x8" ENTRY VESTIBULE 102 12"ø 5 ST 1 600 CS-5 TYP.2 24x48 12"ø 12"x12" 12"ø 1. FACTORY MADE FLEXIBLE AIR DUCTS AND CONNECTORS SHALL NOT BE MORE THAN 5 FEET IN LENGTH . REFER TO DETAIL 2 AND 12 ON SHEET M801. SCALE: 1/8" = 1'-0" REF: M301 M204 1 PROPOSED FLOOR PLAN - LEVEL 1 CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MB 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: 1/8" = 1'-0" M204 PROPOSED FLOOR PLAN -LEVEL 1 CARLSBAD SAFETY CENTER RENOVATION SS EG 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 0'4'8'16'32'N SCALE: 1/8" = 1'-0" (1:96) GENERAL NOTESGENERAL NOTES LEGEND KEYNOTES --- PROVIDE WALL OPENING ABOVE THE CEILING FOR RETURN AIR TO PLENUM . MIN. 24"x10" SLEEVE. RE-BALANCE VB-12 TO 790 CFM TOTAL DISTRIBUTED EQUALLY AMONG EXISTING AIR OUTLETS. RE-BALANCE VB-XX TO XXX CFM TOTAL DISTRIBUTED EQUALLY AMONG EXISTING AIR OUTLETS. PROVIDE LINEAR EXHAUST GRILLE 6" ABOVE COUNTER. (E) EXHAUST DUCT UP TO LEVEL 2. SEE SHEET M205 FOR CONTINUATION. INSULATED SUPPLY DUCT TO DRYING ROOM / CHEMICAL STORAGE 184. OUTSIDE AIR DUCT UP THRU ROOF. FUME SYSTEM EXHAUST DUCT SHALL BE WELDED S.S. GRADE 316. FUME SYSTEM EXHAUST DUCT SHALL NOT HAVE TURNING VANES FOR ELBOWS. PROVIDE SUICIDE RESISTANT, ABUSE RESISTANT , PENAL TYPE SUPPLY AND EXHAUST GRILLE. EXHAUST DUCT UP TO LEVEL 2. SEE SHEET M205 FOR CONTINUATION. ADJUST (E) GRILLES, DIFFUSERS, EXHAUST GRILLES TO FIT THE NEW CEILING. PROVIDE LINED TRANSFER DUCT ABOVE CEILING FOR RETURN AIR TO PLENUM. (E) LINED TRANSFER DUCT TO REMAIN. RELOCATE (E) VAV BOX. EXTEND POWER, CONTROL AND HYDRONIC PIPES TO NEW LOCATION. ADJUST SUPPLY MAIN TO AVOID GOING OVER MEETING ROOM 106. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 FD FD FD FDFDFD FD FDFDFD FD FD FD FD FDFDFDFD FDFD TT TT TT T TTT TT T TTTT T T TTTT T TTTT TTTTT T TT T T1 2 3 4 5 6 7 8 9 10 11 12 133.1 A B C D E F G H AA INVESTIGATIVE SERVICES 201 VICE / NARCOTICS 202 FC 5 LOUNGE 244 FC 7 FC 6 EAV 4 CSI 225 ALS ROOM 224 CLEAN OFFICE 251 CORRIDOR 264 TRAINING COORDINATOR'S OFFICE 252 OFFICE 253 OFFICE 254 TECH SERVICE CAPTAIN 255 LIEUT. 256 FIELD SERVICE CAPT. 257 ADMIN ASSIST. 258 OFFICE 260 POLICE CHIEF 289 SECRETARY 291 CLOSET 290 MEN 292 CORRIDOR 293 STOR. 287WORK REPRO 294 WOMEN 285 CONFERENCE 288 COFFEE 286ADMIN CSO 241 RES. ASSIST. 240 CLERICAL POOL 261 CORRIDOR 264 IDF ROOM 2 259 WORKROOM / IDF ROOM 237 IT OFFICE 238 IT MEETING 239WOMEN 235 JANITOR 233 MEN 232 VEST. 231 CORRIDOR 264 CORRIDOR 264 CORRIDOR 264 IN-PROCESS EVID./STOR. 223 MECHANICAL EQUIP. 221 INTERVIEW 203 ELEV. #2 EL02 VEST. 268 ELEC. ROOM 207 OFFICE 206 SGT. OFFICE 205 SGT. OFFICE 204 OFFICE 208 OFFICE 209 MAILROOM 214 INTERVIEW 213 INTERVIEW 212 JUVENILE SERVICES SERGEANT 211 CORRIDOR 215 EOC DIRECTOR 271 CRIME OF VIOLENCE 210 FIRE ANALYST 277 EMS MGR 276 EMPTY 275 CLERICAL 278 CLERICAL 278 FIRE ADMIN 280 FIRE DIV. CHEIF 281 STORAGE 279 ELEV. #1 EL01 STAIR #1 ST01 CORRIDOR 262 STORAGE 274 HALLWAY 273 HALLWAY 273 STORAGE 242 JANITOR 243 CORRIDOR 2646"ø7"x4" EAV 5 4"ø CAP CAP CAP CAP VBH 59 VBH 58 VBH 52 VBH 50 VBH 53 VBH 47 VBH 46 VBH 44 VBH 43 VBH 42 VBH 45 VBH 49 VBH 39 VBH 38 VBH 41 VBH 40 VBH 66 VBH 37 FC 4 VBH 33 VBH 34 VBH 35 VBH 36 AH 3 AH 2 FC 3 FC 2 VBH 61 VBH 60 CAP 340 CR-1 20x20 390 CR-1 20x20 14"ø 12"ø8"ø 8"ø 8"ø8"ø 200 CS-1 10x10 200 CS-1 10x10 185CFM 170CFM TYP.2 1 250 CS-1 TYP.4 12x12 1000 CR-1 20x20 10"ø 10"ø 10"ø12"ø14"ø16"ø 10"ø 10"ø 10"ø 12"ø24"x18"1 250 CS-1 TYP.9 12x12 3 1125 CR-1 TYP.2 20x20 65 CS-1 10x10 8"ø8"ø70 CE-1 12x12 65 CR-1 12x12 1 4 16"ø TYP. 78"ø8"ø 12"ø 160CFM TYP.7 10"ø 12"ø12"ø10"ø 6"ø 5 10"x10" 220 CS-2 TYP.4 12x12 300 CS-1 TYP.2 12x12 EAV 7 REFRIGERANT PIPING CAP CAPCAP6 6"ø 6 7 6"ø 7 ROOF TERRACE 245 AC-7 AC-8 AC-9 24"x14" 16"x18" 90 CE-1 TYP.2 10x10 300 CE-2 12x12 180 CE-1 12x12 6 6 10"ø 6"ø 100 CE-1 10x10 6 6"øJANITOR OFFICE222FIRE CHIEF 283SECRETARY 282 VBH-48 VBH 48 VBH 64 VBH 65 6 UCFC 922"x8"14"x6"310 CS-1 (TYP.2) 12x12 310 CS-1 (TYP.2) 12x12 8 VBH 7576 9 (TYP.) 9 (TYP.) 9 (TYP.) 9 (TYP.) 9 (TYP.) 9 (TYP.) 9 9 9 9 9 (TYP.) 9 (TYP.) 9 9999 9 9 9999 HP 10 180 CFM TYP.5 10"ø14"øEAV 6 16"ø14"ø800 CFM 900 CFM 70 CFM 300 CFM 860 CFM 10 8"ø 165 CS-1 TYP.3 12x12 100 CS-1 10x10 8"ø 8"ø 8"ø 500 CR-1 20x20 6"ø 100 CR-1 12x12 6"ø12"ø8"ø 600 CR-1 20x20 880 CR-2 20x20 14"ø6"ø 12"ø 10"ø 83 CS-1 10x10 2 11 ST 6 ST 5 48"x18"48"x18"42"x16"36"x16"36"x16"24"x14"36"x16" 24"x14"20"x12"42"x16"36"x16" 14"x14"14"x14"54"x54"48"x18" 48"x18" 42"x38" 225CFM TYP.5 150CFM150CFMSAV 2 12"ø14"øSAV 3 SAV 2 860 CFM ST 4 16"x16" 16"x16" 6 8"x4"12 10"ø 10"ø 10"ø 13 13 13 430 CS-4 TYP.4 24x24 6"ø300 CE-1 14x14 1. FACTORY MADE FLEXIBLE AIR DUCTS AND CONNECTORS SHALL NOT BE MORE THAN 5 FEET IN LENGTH . REFER TO DETAIL 2 AND 12 ON SHEET M801. SCALE: 1/8" = 1'-0" REF: M301 M205 1 PROPOSED FLOOR PLAN - LEVEL 2 CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MB 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: 1/8" = 1'-0" M205 PROPOSED FLOOR PLAN -LEVEL 2 CARLSBAD SAFETY CENTER RENOVATION SS EG 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 0'4'8'16'32'N SCALE: 1/8" = 1'-0" (1:96) GENERAL NOTES KEYNOTES GENERAL NOTES KEYNOTES ACOUSTIC LINED DUCT FOR RETURN WITH (1) ELBOW MIN. LINED SUPPLY AND RETURN AIR DUCTS UP TO AC-7 ON ROOF. LINED SUPPLY AND RETURN AIR DUCTS UP TO AC-8 ON ROOF. LINED SUPPLY AND RETURN AIR DUCTS UP TO AC-9 ON ROOF. OSA DUCT UP THRU ROOF TO INTAKE HOOD. SEE SHEET M206 FOR CONTINUATION. EXHAUST DUCT UP THRU ROOF TO EF. SEE SHEET M206 FOR CONTINUATION. EXHAUST DUCT FROM LEVEL-1. SEE SHEET M204 FOR CONTINUATION. (E) 48"x18" DUCT OPEN TO CEILING PLENUM. ADJUST (E) GRILLES, DIFFUSERS, EXHAUST GRILLES TO FIT THE NEW CEILING. OUTSIDE AIR INTAKE LOUVER. FREE AREA 0.5 SQ. FT. (E) OSA DUCT UP THRU ROOF TO (E) INTAKE HOOD. EXHAUST DUCT DOWN AND CONNECT TO FLAMMABLE STORAGE CABINET. FILTER BOX WITH MERV 8 FILTERS. 1 2 3 4 5 6 7 8 9 10 11 12 13 1 2 3 4 5 6 7 8 9 10 11 12 133.1 A A B B C C D D E E F F G G H H AA AA EF 14 EF 8 EF 12 AC 8 HP 5 HP 7 HP 6 GI - 1 GI - GI - 1 3 3 3 2 3 3 2 2 GI - 2 3 GI - 2 3 3 EF 15 EF 4 EF 3 EF 2 EF 1 GI 1 EF 19 EF 20 HP 8 EF 21 EF 22 EF 23 EF 24 EF 25 GR 1 C 1 C 2 GI - HP 9 6 (TYP.) 6 (TYP.) 7 9 7 6 (TYP.) EF 13 AC 9 AC 7 DOAS 1 14"ø 18"x18"16"x16"16"x16"22"x22"30"x20"FEF 1 5 3 5 5 5 5 5 5 HP 12 HP 11 EF 265 16"ø 10 (TYP.) 10 (TYP.) 10 (TYP.) 10 10 (TYP.) (TYP.) 10 8 SCALE: 1/8" = 1'-0" M206 1 ROOF PLAN CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MB 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: 1/8" = 1'-0" M206 PROPOSED ROOF PLAN CARLSBAD SAFETY CENTER RENOVATION SS EG 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 0'4'8'16'32'N SCALE: 1/8" = 1'-0" (1:96) KEYNOTESKEYNOTES (E) RELIEF HOOD TO REMAIN. (E) GRAVITY VENT TO REMAIN. PROVIDE (N) EXHAUST FAN AND (N) ROOF CURB. REUSE (E) ROOF OPENING. TOP OF EXHAUST STACK SHALL BE MINIMUM 6 FT. HIGHER THAN TOP OF AH-4. PROVIDE (N) EXHAUST FAN AND (N) ROOF CURB. PROVIDE (N) ROOF OPENING. NO FORCED OUTSIDE AIR INTAKE WITHIN 10'-0" OF EXHAUST DISCHARGE LOCATION (TYP). (E) ELECTRICAL EQUIPMENT TO REMAIN. EXISTING FUJITSU CONDENSING UNITS TO REMAIN AND BE PROPERLY REANCHORED TO ROOF. SEE STRUCTURAL DRAWINGS FOR ANCHORAGE DETAILS. (E) ANTENNA EQUIPMENT TO REMAIN. SOLAR PANEL . SEE ELECTRICAL DRAWINGS FOR DETAIL. 1 2 3 4 5 6 7 8 9 10 B 1 2" HHWR2" HHWS4" CHWS4" CHWRCH 1 1 33 2 9 4 5 5 6 7 4" CHWS 4" CHWR 82" HHWR2" HHWS4" CHWR4" CHWSCH 1 B 1 1 2 3 P 1 P 2 P 3 P 4 4 5 6 7 9 9 10 AS 1 AS 2 8 ET 2 ET 1 11 4" CHWR 4" CHWS 0'2'4'8'16'N SCALE: 1/4" = 1'-0" (1:48) CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MB 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: 1/4" = 1'-0" M207 BOILER ROOM PLANS CARLSBAD SAFETY CENTER RENOVATION SS EG 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 1/4" = 1'-0"1BOILER ROOM DEMO PLAN 1. --- GENERAL NOTES KEYNOTES GENERAL NOTES LEGEND DEMO KEYNOTES REMOVE (E) BOILER. REMOVE (E) FLUE U.T.R. REMOVE (E) CHW PUMP. REMOVE (E) EXPANSION TANK. (E) CHEMICAL FEEDER TO REMAIN. (E) FLOOR SINK TO REMAIN. REMOVE (E) HHW PUMP. BASE BID : (E) CHILLER TO REMAIN . ALTERNATE BID : REMOVE (E) CHILLER. --- 1 2 1/4" = 1'-0"2BOILER ROOM PROPOSED PLAN KEYNOTESKEYNOTES NEW BOILER IN SAME LOCATION AS EXISTING. PAD TO BE MODIFIED / REPAIRED AS NEEDED. SEE SCHEDULE ON SHEET M002 AND PIPING DIAGRAM 6/ M801 BASE BID: CLEAN CHILLER FINS. COAT FINS WITH CORROSION RESISTANT COATING. PROVIDE NEW THERMOMETERS AND PRESSURE GAUGES. ALTERNATE BID : NEW CHILLER. SEE SCHEDULE ON SHEET M004 AND DETAIL 7 / M805. NEW CHW PUMPS IN SAME LOCATION AS EXISTING. PAD TO BE MODIFIED / REPAIRED AS NEEDED. NEW HHW PUMPS IN SAME LOCATION AS EXISTING. PROVIDE NEW PAD. NEW 8" AL29.4C FLUE UP THROUGH ROOF. NEW EXPANSION TANK IN SAME LOCATION AS EXISTING. NEW CHW AIR SEPARATOR. (E) CHEMICAL FEEDERS TO REMAIN. (E) MCC (MOTOR CONTROL CENTER) TO REMAIN. NEW HHW AIR SEPARATOR. 1 2 3 4 5 6 7 8 9 3 4 5 6 7 8 9 10 11 FS T FS 3 4 53.1 C D AH 1 MECH EQUIP 171 CORRIDOR 191 CRIME ANALYST141CORRIDOR 193 60"x18" 60"x18" 24"x6" 52"x30" 1 2 4 3 5 6 3 4 53.1 C D AH 1 MECH EQUIP 171 CRIME ANALYST141CORRIDOR 193 CORRIDOR 193 1 2 3 CORRIDOR 191 ST 1456 6 1 2 3 4 5 63.1 C D AH 1 MECH EQUIP 171 CRIME ANALYST141CORRIDOR 193 96"x18"96"x18" 60"x18" 36"x54" 52"x30" 16"x6" 60"x18" 24"x6" 1 2 3 3 46"x18" 96"x18" 4 5 6 6 7 8 9 8 ELEV. #2 EL02 ELEC. ROOM 174 CORRIDOR 191 3 4 53.1 C D 1 3 4 2 2 1 ST 1 0'2'4'8'16'N SCALE: 1/4" = 1'-0" (1:48) CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MB 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: 1/4" = 1'-0" M208 ENLARGED MECHANICAL ROOM -LEVEL 1 CARLSBAD SAFETY CENTER RENOVATION SS EG 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 TEMPORARY HVAC PLAN KEYNOTES HOT TAP EXISTING CHW RISERS WITH TWO 4" FLEXIBLE CHW HOSES. INSTALL SHUT OFF VALVES AT HOT TAP CONNECTIONS. VALVED, HOT TAPS SHALL BE BY MECHANICAL CONTRACTOR. REMOVE EXISTING OUTSIDE AIR LOUVER. CUT OPEN TWO 36"x36" OPENINGS IN RETURN DUCTS TO RELIEVE BUILDING PRESSURE. TAP INTO BOTTOM OF SUPPLY MAIN IN CORRIDOR. INSTALL BLANK PLATE IN SUPPLY MAIN TO PREVENT AIRFLOW INTO PHASE I SPACE WHILE UNDER CONSTRUCTION. TEMPORARILY SUPPORT DUCT FROM WALL. PROVIDE WALL DUCT SUPPORTS EVERY 8'-0". TEMPORARY DUCT RISE UP TO BELOW CEILING IN LOBBY. SEE M211 FOR CONTINUATION. 30" ROUND TEMPORARY SUPPLY DUCT 1 2 INSTALL NEW SUPPLY FAN WALL PER DETAILS SHOWN ON MECHANICAL SHEET M-806. INSTALL NEW RETURN FAN WALL PER DETAILS SHOWN ON MECHANICAL SHEET M-806. INSTALL NEW, SECTIONAL COOLING COIL INCLUDING NEW STAINLESS STEEL DRAIN PAN. PROVIDE NEW SHUT OFF VALVES, AUTOMATIC CONTROL VALVES, STRAINERS, AND BACKFLOW PREVENTER. PROVIDE THERMOMETERS AND PRESSURE GAGES ON ALL SUPPLY AND RETURN CONNECTIONS. INSTALL NEW OUTSIDE AIR DAMPER AND ACTUATOR. INSTALL NEW EXHAUST AIR DAMPER AND ACTUATOR. INSTALL NEW SUPPLY DUCTWORK AND SOUND TRAP. INSULATE SUPPLY DUCT AND SOUND TRAP IN THEIR ENTIRETY. 1 2 3 1/4" = 1'-0"2DEMO PLAN - MECHANICAL ROOM LEVEL 1 1/4" = 1'-0"3PROPOSED PLAN - MECHANICAL ROOM LEVEL 1 3 1/4" = 1'-0"1TEMPORARY HVAC PLAN - MECHANICAL ROOM LEVEL 1 1/4" = 1'-0"4FINAL PLAN - MECHANICAL ROOM LEVEL 1 REMOVE EXISTING SUPPLY FAN FOR AH-1 REMOVE EXISTING CHW COIL FOR AH-1 REMOVE EXISTING RETURN FAN FOR AH-1 REMOVE OUTSIDE AIR ACTUATOR AND DAMPER REMOVE DISCONNECT SWITCH'S AND VFD'S FOR FANS (SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION). REMOVE EXISTING SUPPLY DUCTWORK AND SOUND TRAP 1 2 3 4 5 INSULATE ALL MAIN SUPPLY DUCTWORK AND SUPPLY SOUND TRAP IN IT'S ENTIRETY. SEE SPECIFICATIONS FOR MORE INFORMATION. SEAL TEMPORARY RETURN AIR OPENINGS IN THEIR ENTIRETY WITH SHEET METAL AND WATERPROOF, AIRTIGHT MASTIC SEALANT. RE-INSTALL OA LOUVER. DISCONNECT TEMPORARY CHW CONNECTION AND CAP. 1 DEMO PLAN KEYNOTES PROPOSED PLAN KEYNOTES FINAL HVAC PLAN KEYNOTES 2 3 4 4 5 6 7 8 9 6 4 5 6 NOTE: SEE SHEET M210 FOR PHASE II 1 2 3 4 5 63.1 C D MECHANICAL EQUIP. 221 ALS ROOM 224 IN-PROCESS EVID./STOR. 223 JANITOR OFFICE 222 CORRIDOR263AH 2 AH 3 24"x6" 18"x8" 16"x10"18"x8"48"x18"60"x18"60"x18"48"x18"42"x38" 54"x54" 36"x54" ST 4 1 2 3 3 4 5 66 7 8 9 3 4 53.1 C D MECHANICAL EQUIP. 221 CORRIDOR263JANITOR OFFICE 222 IN-PROCESS EVID./STOR. 223 CSI 225 ALS ROOM 224 48"x18" 48"x18" AH 3 AH 2 36"x54" 1 2 2 4 3 5 6 3 4 53.1 C D MECHANICAL EQUIP. 221 CSI 225 ALS ROOM 224 IN-PROCESS EVID./STOR. 223 JANITOR OFFICE 222 CORRIDOR263AH 2 AH 3 48"x18"60"x18"48"x18"1 23 ST 4 4 5 6 6 3 4 53.1 C D 2 1 4 3 3 4 0'2'4'8'16'N SCALE: 1/4" = 1'-0" (1:48) CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MB 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: 1/4" = 1'-0" M209 ENLARGED MECHANICAL ROOM -LEVEL 2 CARLSBAD SAFETY CENTER RENOVATION SS EG 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 TEMPORARY HVAC PLAN KEYNOTES RE-USE SAME VALVED, HOT TAP CONNECTIONS ON FIRST FLOOR. REMOVE EXISTING OUTSIDE AIR LOUVER. CUT OPEN TWO 36"x36" OPENINGS IN RETURN DUCTS TO RELIEVE BUILDING PRESSURE. TAP INTO BOTTOM OF SUPPLY MAIN IN CORRIDOR. INSTALL BLANK PLATE IN SUPPLY MAIN TO PREVENT AIRFLOW INTO PHASE I SPACE WHILE UNDER CONSTRUCTION. TEMPORARILY SUPPORT DUCT FROM WALL. PROVIDE WALL DUCT SUPPORTS EVERY 8'-0". TEMPORARY DUCT RISE UP ON SIDE OF BUILDING. TEMPORARILY MOUNT DUCT TO EXTERIOR OF BUILDING SEE M211 FOR CONTINUATION. 30" ROUND TEMPORARY SUPPLY DUCT. 1 2 INSTALL NEW SUPPLY FAN WALL PER DETAILS SHOWN ON MECHANICAL SHEET M-806. INSTALL NEW RETURN FAN WALL PER DETAILS SHOWN ON MECHANICAL SHEET M-806. INSTALL NEW, SECTIONAL COOLING COIL INCLUDING NEW STAINLESS STEEL DRAIN PAN. PROVIDE NEW SHUT OFF VALVES, AUTOMATIC CONTROL VALVES, STRAINERS, AND BACKFLOW PREVENTER. PROVIDE THERMOMETERS AND PRESSURE GAGES ON ALL SUPPLY AND RETURN CONNECTIONS. INSTALL NEW OUTSIDE AIR DAMPER AND ACTUATOR INSTALL NEW EXHAUST AIR DAMPER AND ACTUATOR INSTALL NEW SUPPLY DUCTWORK AND SOUND TRAP. INSULATE SUPPLY DUCT AND SOUND TRAP IN THEIR ENTIRETY. 1 2 3 3 REMOVE EXISTING SUPPLY FAN FOR AH-2 REMOVE EXISTING CHW COIL FOR AH-2 REMOVE EXISTING RETURN FAN FOR AH-2 REMOVE OUTSIDE AIR ACTUATOR AND DAMPER REMOVE DISCONNECT SWITCH'S AND VFD'S FOR FANS (SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION). REMOVE EXISTING SUPPLY DUCTWORK AND SOUND TRAP 1 2 3 4 5 RE-INSTALL OA LOUVER. DISCONNECT TEMPORARY CHW CONNECTION AND CAP. SEAL TEMPORARY RETURN AIR OPENINGS IN THEIR ENTIRETY WITH SHEET METAL AND WATERPROOF, AIRTIGHT MASTIC SEALANT. INSULATE ALL MAIN SUPPLY DUCTWORK AND SUPPLY SOUND TRAP IN IT'S ENTIRETY. SEE SPECIFICATIONS FOR MORE INFORMATION. 1 DEMO PLAN KEYNOTES PROPOSED PLAN KEYNOTES FINAL HVAC PLAN KEYNOTES 4 5 2 3 4 1/4" = 1'-0"1TEMPORARY HVAC PLAN - MECHANICAL ROOM LEVEL 2 - PHASE I 1/4" = 1'-0"2DEMO PLAN - MECHANICAL ROOM LEVEL 2 1/4" = 1'-0"3PROPOSED PLAN - MECHANICAL ROOM LEVEL 2 1/4" = 1'-0"4FINAL PLAN - MECHANICAL ROOM LEVEL 2 6 7 8 9 6 4 5 6 NOTE: SEE SHEET M210 FOR PHASE II FS T 3 4 5 63.1 C D AH 1 MECH EQUIP 171 CRIME ANALYST 141 CORRIDOR 193 96"x18"96"x18" 60"x18" 36"x54" 52"x30" 60"x18" 24"x6" 1 46"x18" 96"x18" 2 33645 5 1 2 3 4 5 63.1 C D MECHANICAL EQUIP. 221 ALS ROOM 224 IN-PROCESS EVID./STOR. 223 JANITOR OFFICE 222 CORRIDOR263AH 2 AH 3 24"x6" 18"x8" 16"x10"18"x8"48"x18"60"x18"60"x18"48"x18"42"x38" 54"x54" 36"x54" ST 4 1 2 3 3 1 7 33 85 6 2 ELEV. #2 EL02 VEST. 268 0'2'4'8'16'N SCALE: 1/4" = 1'-0" (1:48) CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MB 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: 1/4" = 1'-0" M210 ENLARGED MECHANICAL ROOM - LEVEL1 & 2 CARLSBAD SAFETY CENTER RENOVATION SS EG 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 TEMPORARY HVAC PLAN KEYNOTES TAP INTO BOTTOM OF SUPPLY MAIN IN CORRIDOR. INSTALL BLANK PLATE IN SUPPLY MAIN TO PREVENT AIRFLOW INTO PHASE II SPACE WHILE UNDER CONSTRUCTION. TEMPORARILY SUPPORT DUCT FROM WALL. PROVIDE WALL DUCT SUPPORTS EVERY 8'-0". TEMPORARY DUCT RISE UP TO BELOW CEILING IN LOBBY. SEE M211 FOR CONTINUATION. 30" ROUND TEMPORARY SUPPLY DUCT. INSTALL BLANK PLATE IN SUPPLY MAIN TO PREVENT AIRFLOW BACK THROUGH AH-2. TEMPORARY DUCT RISE UP ON SIDE OF BUILDING. TEMPORARILY MOUNT DUCT TO EXTERIOR OF BUILDING. 1 2 3 4 5 6 1/4" = 1'-0"1TEMPORARY HVAC PLAN - MECHANICAL ROOM LEVEL 1 - PHASE II 1/4" = 1'-0"2TEMPORARY HVAC PLAN - MECHANICAL ROOM LEVEL 2 - PHASE II 7 8 T1 1 2 2 3 3 4 4 A A B B C C D D TAC 1 1 2 3 4 4 MECH EQUIP 171 ELEV. #2 EL02 VESTIBULE ROOM 199 ELEV EQUIP 172 ELEC. ROOM 174 CORRIDOR 1915 6 0'2'4'8'16'N SCALE: 1/4" = 1'-0" (1:48) CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MB 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: 1/4" = 1'-0" M211 TEMPORARY COOLING PLAN CARLSBAD SAFETY CENTER RENOVATION SS EG 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 1/4" = 1'-0"1 TEMPORARY COOLING PLAN 1. --- GENERAL NOTESGENERAL NOTES KEYNOTESKEYNOTES TEMPORARY PACKAGED AIR COOLED CHILLER AND AIR HANDLING UNIT. SEE SCHEDULE ON M004. 30" DIA FLEXIBLE SUPPLY AIR DUCT. 4" DIA FLEXIBLE CHILLED WATER HOSE. TEMPORARY POWER FROM TEMPORARY TRANSFORMER. SEE ELECTRIC PLANS FOR ADDITIONAL INFORMATION AND DETAILS. FOR CONTINUATION OF FLEXIBLE DUCT, SEE M208, M209, M210. FOR CONTINUATION OF FLEXIBLE PIPING, SEE M208, M209, M210. 1 2 3 4 5 6 Level 1 0' -0" Level 2 13' -6" 4 5 1 M301 304 S.S. EA 12"ø10"ø12"øEAV 2 EAV 1 STORAGE 182 INTERVIEW ROOM 183 DRYING ROOM / CHEMICAL STORAGE 184 STORAGE 185 ROOF TERRACE 245 B.O. CEILING 9' -0" 304 S.S. EA HP 10 Level 1 0' -0" Level 2 13' -6" AA 2 M301 12"x5"DRYING ROOM / CHEMICAL STORAGE 184 B.O. CEILING 9' -0"12"x5"12"øEAV 2 EAV 3 12"x12" 650 CFM 325 CFM LINEAR EXHAUST GRILLE 6" ABOVE COUNTER CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MB 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: 3/8" = 1'-0" M301 SECTIONS & DETAILS CARLSBAD SAFETY CENTER RENOVATION SS EG 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 3/8" = 1'-0"2SECTION THROUGH EXTERIOR FUME DUCT SOFFIT AND C.S.I. RM 163 3/8" = 1'-0"1SECTION THROUGH FINGERPRINT LAB 163 REPRODUCED BY HILTI, INC. COURTESY OF UNDERWRITERS LABORATORIES, INC. DECEMBER 21, 2017 CLASSIFIED BY UNDERWRITERS LABORATORIES, INC. TO UL 1479 AND CAN/ULC-S115 R DETAIL C CLASSIFIE DUS 2NO SCALEDIFFUSER AND GRILLE MOUNTING 4NO SCALEPIPE PENETRATION THROUGH RATED WALL 6NO SCALEVAV BOX REHEAT COIL CONNECTION DETAIL 1NO SCALET'STATS, SENSORS AND SWITCHES ADA MOUNTING ACOUSTICAL FLEX DUCT 5'-0" LENGTH MAX VOLUME DAMPER CEILINGSQUARE NECK CEILING DIFFUSER METAL STRAP 4" WIDE SHEET 45^ ATTACH TO DIFFUSER W/ #10 SMS 12 GAGE 1-1/2" SHEET METAL STRAP PROVIDE 1/2" SLACK (TYP. 2)ROUND NECK 12 GA WIRE 2" WIDE x4" LONG x 48" MAX.OUTLET OR SWITCH BOX BOTTOM OF 15" MIN. SWITCH, OUTLET, CONTROL BOX TOP OF THERMOSTAT,48" MAX.20" MAX. UNOBSTRUCTED FORWARD REACH OBSTRUCTED HIGH FORWARD REACH (a)OBSTRUCTED HIGH FORWARD REACH (b)44" MAX.SWITCH, OUTLET, TOP OF THERMOSTAT, SWITCH, OUTLET, CONTROL BOX TOP OF THERMOSTAT, >10"-24" MAX.34" MAX.F.F.L.46" MAX.SWITCH, OUTLET, CONTROL BOX TOP OF THERMOSTAT,UNOBSTRUCTED SIDE REACH 10" MAX.34" MAX.F.F.L.48" MAX.SWITCH, OUTLET, CONTROL BOX TOP OF THERMOSTAT, OBSTRUCTED HIGH SIDE REACH (a)OBSTRUCTED HIGH SIDE REACH (b) HILTI FIRESTOP SYSTEMS SYSTEM NO. W-L-5223 SECTION A-A WL 5223A A 5 1A 1B 3 3 4 2 CAN/ULC S115ANSI/UL1479 (ASTM E814) HEATING COIL SUPPLY RETURN DRAIN UNION W/ TEST PORT STRAINER/ ISOLATION VALVE W/ UNION, TEST PORT & DRAIN FLEXIBLE HOSE NOTES: SAG SEE NOTE 1 12NO SCALEFLEXIBLE DUCT SUPPORT 7NO SCALECOMBINATION FIRE SMOKE DAMPER DETAIL (INTERLOCK WITH TOTAL COVERAGE SMOKE DETECTION SYSTEM) GENERAL NOTES: 1. 2. 3. 4. 5. SMOKE AND COMBINATION FIRE AND SMOKE ACTUATORS 1) 2) 6. a. b. c. d. e. f. g. h. i. N A. RECTANGULAR FIRE SMOKE DAMPER B. ROUND FIRE SMOKE DAMPER C. WIRING KEYNOTES: 7. E R G E MCNC RG RG 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 20 21 - S/- 9NO SCALEDUCT ACCESS DOOR MOUNTING IDENTIFY SERVICE CONTINUOUS HINGE OF DOOR DUCT DAMPER SMOKE SECTION "A-A" DUCT INSULATION WHERE OCCURS DUCT ACCESS DOOR A FIRE/ A 3NO SCALECEILING MOUNTED RETURN GRILLE BOOT DETAIL (E) STRUCTURE ABOVE 12 GA STEEL STRAP WHERE A HIGH FORWARD REACH IS OVER AN OBSTRUCTION, THE CLEAR FLOOR SPACE SHALL EXTEND BENEATH THE ELEMENT FOR A DISTANCE NOT LESS THAN THE REQUIRED REACH DEPTH OVER THE OBSTRUCTION. >20"-24" MAX.27" MIN.27" MIN.REFER TO 2016 CBC 11B-308.2 AND 11B-308.3 F.F.LF.F.LF.F.L 1. WALL ASSEMBLY — THE 1 OR 2 HR FIRE RATED GYPSUM BOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL U300, U400, V400 OR W400 SERIES WALL AND PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES. A. STUDS — WALL FRAMING SHALL CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. (51 BY 102 MM) LUMBER SPACED 16 IN. (406 MM) OC. STEEL STUDS TO BE MIN 3-1/2 IN. (89 MM) WIDE AND SPACED MAX 24 IN. (610 MM) OC. B. GYPSUM BOARD* — ONE OR TWO LAYERS OF NOM 5/8 IN. (16 MM) THICK GYPSUM BOARD AS SPECIFIED IN THE INDIVIDUAL WALL AND PARTITION DESIGN. MAX DIAM OF OPENING IS 14-1/2 IN. (368 MM) FOR WOOD STUD WALLS AND 20 IN. (508 MM) FOR STEEL STUD WALLS. THE HOURLY F, FH RATINGS OF THE FIRESTOP SYSTEM ARE EQUAL TO THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED. 2. THROUGH PENETRANTS — ONE METALLIC PIPE OR TUBING TO BE INSTALLED WITHIN THE FIRESTOP SYSTEM. PIPE OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES OR TUBING MAY BE USED: A. STEEL PIPE — NOM 12 IN. (305 MM) DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE. B. COPPER TUBING — NOM 6 IN. (152 MM) DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING. C. COPPER PIPE — NOM 6 IN. (152 MM) DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. 3. PIPE COVERING MATERIALS* — CELLULAR GLASS INSULATION — NOM 1-1/2 IN. OR 3 IN. (38 TO 76 MM) THICK CELLULAR GLASS PIPE INSULATION SIZED TO THE OUTSIDE DIAM OF THE PIPE OR TUBE AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. THE ANNULAR SPACE BETWEEN THE INSULATED PIPE AND THE PERIPHERY OF THE OPENING SHALL BE MIN 0 IN. (POINT CONTACT) TO MAX 3/4 IN. (19 MM). 4. METAL JACKET (OPTIONAL) — MIN 12 IN. (305 MM) LONG JACKET FORMED OF MIN 0.010 IN. (0.25 MM) THICK STEEL OR ALUMINUM SHEET CUT TO WRAP TIGHTLY AROUND THE PIPE INSULATION WITH A MIN 2 IN. (51 MM) LAP. JACKET SECURED WITH MIN 1/2 IN. (13 MM) WIDE STAINLESS STEEL HOSE CLAMPS OR BANDS LOCATED WITHIN 2 IN. (51 MM) OF EACH END OF THE JACKET AND SPACED A MAX OF 10 IN. (254 MM) OC. JACKET TO BE INSTALLED WITH ABUTTING SURFACE OF SEALANT (ITEM 5) ON BOTH SURFACES OF WALL. METAL JACKET TO BE USED IN ADDITION TO ANY OTHER JACKETING MATERIAL WHICH MAY BE REQUIRED OR DESIRED ON THE PIPE INSULATION. 5. VOID OR CAVITY MATERIAL* - SEALANT — MIN 5/8 IN. (16 MM) THICKNESS OF FILL MATERIAL APPLIED WITHIN THE ANNULUS, FLUSH WITH BOTH SURFACES OF WALL. AT THE POINT CONTACT LOCATION, A MIN 1/2 IN. (13 MM) DIAM BEAD OF FILL MATERIAL SHALL BE APPLIED AT THE PIPE COVERING/GYPSUM BOARD INTERFACE ON BOTH SURFACES OF WALL. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS-ONE MAX INTUMESCENT SEALANT * INDICATES SUCH PRODUCTS SHALL BEAR THE UL OR CUL CERTIFICATION MARK FOR JURISDICTIONS EMPLOYING THE UL OR CUL CERTIFICATION (SUCH AS CANADA), RESPECTIVELY. F RATING — 1 AND 2 HR (SEE ITEM 1) F RATING — 1 AND 2 HR (SEE ITEM 1) T RATING — 0 HR FT RATING — 0 HR FH RATING — 1 AND 2 HR (SEE ITEM 1) FTH RATING — 0 HR REDUCER COIL TO HOSE SIZE 1. TEST PORTS SHALL BE ACCESSIBLE. 2. INSULATE FLEX WITH 1" CLOSED CELL ELASTOMERIC, PLENUM RATED. PREFORMED PIPE INSULATION. "K. FLEX" OR EQUIVALENT. 3.MINIMUM BRANCH, TRIM & FLEX SIZE: FLOW 3 GPM 7 GPM 12 GPM SIZE 3/4" 1" 1 1/4" ISOLATION VALVE W/ TEST PORT & AIR VENT 3-WAY MODULATING VALVE 1. 2. 3. NOTES: THE MAX. PERMISSIBLE SAG SHALL BE 1/2" PER FOOT OF SPACING BETWEEN SUPPORTS. LONG HORIZONTAL FLEXIBLE DUCT RUNS WITH SHARP BEND SHALL HAVE ADDITIONAL SUPPORTS BEFORE AND AFTER THE BEND APPROXIMATELY ONE DUCT DIAMETER FROM THE CENTERLINE OF THE BEND DUCT SHOULD EXTEND STRAIGHT FOR SEVERAL INCHES FROM A CONNECTION BEFORE BENDING A - A STRAP 1 1/2" MIN x 22 GA A A FLEXIBLE DUCT 5'-0" MAX. INSTALL THE DAMPER ACCORDING TO MANUFACTURERS INSTALLATION REQUIREMENTS, SMACNA "FIRE, SMOKE AND RADIATION DAMPER INSTALLATION GUIDE FOR HVAC SYSTEMS" LATEST EDITION , NFPA90A AND APPLICABLE LOCAL CODES. DAMPER DETAIL FOR REFERENCE ONLY, DAMPERS SHALL BE STATE FIRE MARSHAL APPROVED AND INSTALLED STRICTLY PER MANUFACTURER'S PRINTED INSTRUCTIONS. MANUFACTURER'S INSTALLATION INSTRUCTIONS SHALL BE MADE AVAILABLE TO THE INSPECTING AUTHORITIES. DAMPERS TO BE INSTALLED IN DUCT PENETRATIONS THROUGH PROTECTIVE ELEMENTS OF FIRE-RATED CORRIDORS. SUCH DAMPERS SHALL BE COMBINATION FIRE/SMOKE DAMPERS CONFORMING TO U.B.C. STANDARDS NF43-7 AND A3-12 WITH A MINIMUM LEAKAGE CLASSIFICATION OF 1. EXCEPTION: "A MINIMUM OF 0.019 INCH (26 GAUGE) STEEL DUCTS DO NOT REQUIRE COMBINATION FIRE / SMOKE DAMPERS WHEN THE DUCTS HAVE NO OPENINGS INTO THE CORRIDOR." MAXIMUM ALLOWABLE PRESSURE LOSS: a. ROUND DAMPERS: 0.07" WG AT 3,000 FPM. b. RECTANGULAR DAMPERS: DUCTED IN & OUT: 0.07" WG AT 1,000 FPM . c. RECTANGULAR DAMPERS: PLENUM MOUNT: 0.2" WG AT 1,000 FPM SMOKE AND COMBINATION FIRE AND SMOKE DAMPERS SHALL BE PROVIDED WITH BELIMO AIR CONTROLS FS SERIES ACTUATORS. ACTUATORS SHALL BE UL873 OR UL60730 LISTED ACTUATOR AND DAMPER SHALL HAVE UL555 & UL555 S LISTING BY THE DAMPER MANUFACTURER FOR 250°F ACTUATORS SHALL BE UL2043 LISTED FOR LOW SMOKE GENERATION IN ENVIRONMENTAL AIR SPACES AND AIR MOVING PLENUMS AS REQUIRED BY NFPA 70, 300.22 (C) AND THE INTERNATIONAL MECHANICAL CODE SECTION 602. 2.1.4. HOUSING SHALL BE STEEL OR PLASTIC; ALUMINUM IS NOT ACCEPTABLE. ACTUATOR SHALL CARRY A MANUFACTURER’S 5-YEAR WARRANTY AND BE MANUFACTURED UNDER ISO 9001 QUALITY CONTROL. FOR REPLACEMENT OF EXISTING COMPETITIVE MOTORS, NYC MEA OR CSFM LISTING SHALL HAVE BEEN OBTAINED ACTUATOR SHALL HAVE ELECTRONIC OR MICRO CONTROLLER BASED MOTOR CONTROL PROVIDING: ELECTRONIC CUT OFF AT FULL OPEN SO THAT NO NOISE CAN BE GENERATED WHILE HOLDING OPEN. HOLDING NOISE LEVEL SHALL BE INAUDIBLE. OVERLOAD PROTECTION. SHALL BE INCAPABLE OF BURNING OUT IF STALLED BEFORE REACHING FULL ROTATION. THE ACTUATORS SHALL BE DIRECT COUPLED AND EMPLOY A STEEL-TOOTHED COLD- WELD CLAMP FOR CONNECTING TO DAMPER SHAFTS. ALUMINUM CLAMPS OR SET-SCREW ATTACHMENT ARE NOT ACCEPTABLE. DAMPERS SHALL BE INSTALLED STRAIGHT AND TRUE, LEVEL IN ALL PLANES, AND SQUARE IN ALL DIMENSIONS. DAMPERS SHALL MOVE FREELY WITHOUT UNDUE STRESS DUE TO TWISTING, RACKING, BOWING, OR OTHER INSTALLATION ERROR. DO NOT INSTALL IN AREA WHERE MOISTURE CAN PENETRATE DAMPER OR ACTUATOR NOR WHERE ACTUATOR TEMPERATURE CONTINUOUSLY EXCEEDS 120° F. TWO - POSITION ACTUATORS SHALL BE FSTF, FSLF, FSNF, OR FSAF AS DAMPER MANUFACTURER SELECTS FOR TORQUE BASED ON UL555 (S) TESTING. 6 3 5 4 2 1 7 SINGLE-SIDED OR CONVENTIONAL RETAINING ANGLE. MINIMUM 1.5x1.5x16GA MUST OVERLAP STRUCTURE OPENING BY 1" INCLUDING CORNERS OF OPENINGS. BELIMO ACTUATOR WITH DUAL POSITION INDICATOR CONTACTS. 120 / 1Ø SPRING RETURN. BREAKAWAY JOINT DUCT CONNECTION TO SLEEVE ELECTRICAL FLEX CONDUIT. HS-10 MANUAL RESET TEMPERATURE SENSOR FIRE SWITCH AND TEST SWITCH. RECTANGULAR COMBINATION FIRE SMOKE DAMPER. DAMPER SLEEVE. DUCT. NORMALLY CLOSED CONTACT PROVIDED BY FIRE ALARM CONTRACTOR. CLIP ANGLE. L 4" x 4" x 1/4" x 3'-0" GUIDE PLATE BY MFR. HOLDING PLATE. TRUE ROUND COMBINATION FIRE SMOKE DAMPER. GAP FOR EXPANSION SHALL BE A MINIMUM OF 1/8" PER FOOT OF DAMPER DIMENSION. EXAMPLE - 24.25" HIGH OPENING FOR A 24" DAMPER CLAMPING TYPE SEALED ACCESS DOOR. LOCATE FOR BEST ACCESS. CEILING ACCESS PANEL WHERE CEILINGS ARE NOT ACCESSIBLE. LOCAL STATUS LIGHTS AND TEST SWITCH MOUNTED AT DAMPER. RCP 1M. PI-50 JAMB MOUNTED INDICATOR SWITCH WITH EXTERNAL WIRING BOX. BREAKAWAY FLANGE. PER MANUFACTURER'S DIRECTION REFER TO FOR FRAMING AROUND OPENING. 1/2" DIA. X 1-1/2" LAG SCREW TO VERT. STUD AT MINIMUM 3 LOCATIONS. TYP. 13 2 12 4 11 10 8 M1 120 VAC FUSED CIRCUIT S1 S2 S3 Hot L1 Closed Open Heat Response Device (set at 165°F) Yel Red Red Yel Blu 8 8 14 14 DUCT ACCESS DOORS SHALL BE SUFFICIENT SIZE TO PERMIT MAINTENANCE AND RESET THE DAMPER. MAXIMUM 24X24, MINIMUM 6X6. POTTORFF MODEL DM OR EQUIVALENT 17 18 5 2LOCAL DISC. 9 16 5 17 18 16 17 18 DAMPER ACTUATOR TO BE ENABLED VIA AN ADDRESSABLE RELAY THAT IS PART OF A TOTAL COVERAGE SMOKE DETECTION SYSTEM. REFER TO ELECTRICAL AND FIRE/LIFE SAFETY DRAWINGS & SPECIFICATIONS. FIRE ALARM SYSTEM SHALL SIMULTANEOUSLY CLOSE DAMPER AND SHUT DOWN AC UNIT THAT SERVES DAMPER PER CMC 605.8 19 21 21 21 21 MAX. SIZE (WxH) --"x--" POTTORFF MODEL TYPE UL CLASS MAX. VEL. FPM MAX. S.P. W.G. LISTING UL555 UL555S CSFM 3225-0368:112 3230-0368:113R11767FSD-125R ROUND 1 2000 4 3225-0368:110 3230-0368:111R11767FSD-142 RECT.2 2000 4 3225-0368:115 3230-0368:116R11767FSD-151 RECT.1 4000 4 HR CLASS 1-1/2 1-1/2 1-1/2 15 15 MAX. SIZE --" DIA "POTTORF" MODEL HAD DUCT ACCESS DOOR 12x12 MIN. SIZE 22 GA. CHANNEL INSULATION TRIM STOP ALL AROUND DOOR (NOT REQUIRED ON DUCT WITH LINER) TYP. GASKET AND SEAL AROUND OPENING SECURE TO DUCT WITH POP RIVETS- MIN. (3) EACH SIDE 20" X 20" NECK SIZE MIN. LENGTH 3 FT. BLACK MUST BE COATED ACOUSTICAL LINER ACOUSTIC DUCT LINER 1", 1-1/2 LBS. DENSITY STRAP HANGER 20 GA. GALV. CEILING TILE 19" x12"20"X20" 24" X 24" RETURN GRILLE 0.157"Ø HILTI XU W/ 1 1/4" MIN. EMBED. AT CONCRETE FILLED DECK (ICC ESR-2269), #10 SMS AT BARE METAL DECK CEILING SUPPORT PER ARCHITECTURAL DRAWINGS. TYPICAL 4. ALL DUCTS TO BE SUPPORTED PER SMACNA STANDARDS (INCLUDING SMACNA SEISMIC STDS) SEE NOTE 4 CLOSEDOPEN TEST CLOSEDOPEN TEST CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MB 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: NO SCALE M801 DETAILS CARLSBAD SAFETY CENTER RENOVATION SS EG 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 #12 SMS AT 12" O.C. ALONG LONGER SIDES, MIN 6 EA SIDE (12 TOTAL), TYP STEEL FRAMING PER STRUCTURAL DWGS. AC UNIT CURB #12 SMS AT 12" O.C. ALONG LONGER SIDES, MIN 6 EA SIDE (12 TOTAL), TYP STEEL FRAMING PER STRUCTURAL DWGS. AC UNIT CURB 2NO SCALEWALL-MOUNTED FAN COIL UNIT 3NO SCALEOUTDOOR HEAT PUMP MOUNTING CONDENSATE DRAIN SEE PLUMB. DWGS. SPIN-IN W/ DAMPER 1NO SCALEFAN COIL MOUNTING TO CONCRETE FILLED DECK. AIR FLOW SPIN-INS W/ DAMPER LINED PLENUM TYP. FLEX. CONN. TYP. ACCESS DOOR NOTE #1 STEEL AIRCRAFT CABLE 7X19 "L"CEILING SEE DETAIL A NOTE #2 REFRIG PIPES. SEE DETAIL B FC 5 FC 6 FC 7 FC 10 MAX. WT.= 70 LBS HP 5 HP 6 HP 7 HP 8 HP 9 HP 10 MAX. WT. = 153 LBS 1/4"1/4"EQ EQ CANT MATERIAL ROOFING 22. GA. GALV. S/M PLATFORM CAP AND FLASHING 1-1/2" 2" 3"1" SECTION AA 1/2" THICK NEOPRENE ISOLATOR PAD. TYP. 4 PLAN AA (N) 6x8 SHAPED P.T. WOOD SLEEPER 8" MIN.24" MIN. FC 8 FC 9 MAX. WT. = 30 LBS 5NO SCALEVAV BOX MOUNTING TO CONCRETE FILLED DECK. 6NO SCALEAC UNIT MOUNTING 7NO SCALEAC UNIT MOUNTING 8NO SCALECRAC UNIT MOUNTING 10NO SCALECONDENSER UNIT MOUNTING 12NO SCALEBOILER MOUNTING 11NO SCALEEXHAUST FAN MOUNTING MAX. WT. = 174 LBS EF 1 EF 8 EF 12 EF 14 EF 17 EF 19 EF 20 EF 21 EF 22 EF 23 EF 24 EF 2 EF 4 EF 13 EF 15 EF 3 EF 25 AC 7 AC 8 AC 9MAX.WT. = 640 LBS MAX. WT. = 1300 LBS VB 69 VB 74 VB 71 VB 72 VBH 73 VB 70 VBH 75 MAX. WT. = 30 LBS AIR FLOW VBH 76 VBH 77 VBH 78 VB 79 FC 11 FC 12 HP 11 HP 12 49-1/2" 35-1/16"2-1/8"16-7/8" 7-1/16" FILTER BOX ROD COUPLING STANDARD WASHER RW-REBOUND WASHER AT RESTRAINT LOCATION THREADED ROD ROD STIFFENER ROD COUPLING RW-REBOUND WASHER AT RESTRAINT LOCATION MASON RW30N-X-175 SEISMIC ISOLATED HANGER W/ DOUBLE REBOUND (TYP. OF 4) NUTS AND WASHERSL"1-1/2" MIN. CLR. #12 x 1-1/2" S/S TEK SCREWS MIN. 3 AT EACH SIDE GPI ROOF CURB MIN. 8" TALL ROOFING MATERIAL WOOD NAILER CANT FINISHED ROOF LEVEL RIGID INSULATION 1/4" THICK STIFFENER PLATE @16" O.C. (ALL AROUND OPENING. DAMPER TRAY LIGHT WEIGHT GRAVITY BACKDRAFT DAMPER FLEX CONNECTION DUCT TRANSITION SEE PLANS FOR EXHAUST DUCT SIZE W/ WELDED EDGES BY MECHANICAL COUNTER FLASHING MITER CORNER 20 GA. CONT. GALV. SHEET METAL CONTRACTOR DETAIL A DETAIL B PLAN VIEW SIDE VIEW FRONT VIEW 49-1/2"16-7/8"78"x40"x4" (E) CONCRETE PAD. ±14"±14"±11"±11"B 1 MAX. WT. = 458 LBS STEEL AIRCRAFT CABLE 7X19 SEE DETAIL 1/- CRAC 1MAX.WT. = 850 LBS (UNIT PLUS PEDESTAL) CRAC 2 STEEL FRAMING PER STRUCTURAL DWGS. CONDENSER LEG C 1MAX.WT. = 350 LBS C 2 4-1/2" MIN. TYP. EQ.EQ. 3/8" DIA THREADED ROD SECURED TO STRUCTURE ABOVE. NOTES: 1. PROVIDE ACCESS AND SPACE FOR SERVICE AND MAINTENANCE PER MANUFACTURER'S REQUIREMENTS. 2. INSTALL CABLE WITH A MINOR AMOUNT OF SAG DUE TO THE WEIGHT OF THE CABLE, BUT WITHOUT ADDITIONAL SLACK. 3. FOR ANCHOR TO BARE METAL DECK ROOF, SEE SHEET S407. GALV. UNISTRUT P1000 CHANNEL (TYP. 2.) 3/16" THK X 3" WIDE GALV. BENT PLATE TYP. 1/2" HEX HEAD BOLT W/ UNISTRUT P1010 SPRING NUT 3/8"Ø GALV. BOLT W/ UNISTRUT SPRING NUT. (MIN. 1 @ EA. LEG, 4 TOTAL.) 1/2"DIA. STAINLESS STEEL LAG SCREW WITH MIN. 2-1/2” PENETRATION. TYP. 4 PLACES (N) L4x4x1/4" W/SDS 25312 @12" O.C. AND #12 SMS @12" O.C. TO TOP FLUTE, TYP. LEVEL SURFACE 3/8" DIA THREADED ROD SECURED TO STRUCTURE ABOVE. SEE DETAIL 1/- 1 1 EQUIP.3/8" DIA THREADED ROD PLAN CABLE BRACING TOLCO FIG. 990 CABLE SWAY BRACE ATTACHMENT. TIGHTEN UNTIL BREAK-OFF NUTS COME OFF. TYP. PROVIDE ROD B-LINE B22 CHANNEL STIFFENING STRUT WITH TOLCO FIG.98 ROD STIFFENERS AT 13" O.C. MAX. (MIN. 1 AT EA. END OF STRUT) , WHEN "L" > 18" 3/8"Ø HILTI KB-TZ W/ 2" EFFECTIVE EMBED (ICC ESR-1917) ANCHORS MAY BE INSTALLED 1" MAX OFFSET FROM CL OF BOTTOM FLUTE, TYP TOLCO FIG. 991 CABLE SWAY BRACE ATTACHMENT. TIGHTEN UNTIL BREAK-OFF NUTS COME OFF. TYP. MAX.B-LINE HN SERIES HEX NUT & B-LINE B200 SERIES SQUARE WASHERS, TYP.1"MAX.TYP.3"MAX.TYP.3/8" Ø HILTI KB-TZ W/ 2" EFFECTIVE EMBED (ICC ESR 1917). ANCHORS MAY BE INSTALLED 1" MAX OFFSET FROM CL OF BOTTOM FLUTE PLAN CABLE BRACING PROVIDE ROD STIFFENING STRUT WITH ROD CLAMPS SIMILAR TO DETAIL 1/- , WHEN "L" > 18" ANCHOR TO (E) S.O.G. W/ 3 - 3/8"Ø HILTI KB-TZ W/ 2" EFFECTIVE EMBED (ICC ESR-1917), TYP EA LEG OF PEDESTAL 3/8"Ø THRU BOLTS W/ WASHER, 2 EA LEG, TYP STEEL FRAMING AROUND OPENINGS PER DETAILS ON S105 600T150-97 ALL AROUND #12 SMS AT 12" O.C. (MIN 1 AT EA CORNER), TYP #12 SMS AT 12" O.C. (MIN 1 AT EA CORNER), TYP L4x4x1/4 x4" LONG W/ 3 #10 SMS TO BOILER AND 3/8"Ø SS HILTI KB-TZ W/ 2" EFFECTIVE EMBED (ICC ESR-1917), TYP OF MIN 6 TOTAL NOTE: 1. FOR ANCHOR TO BARE METAL DECK ROOF, SEE SHEET S407. CEILING FAN COIL UNIT METAL STUD WALL. SEE ARCH DWGS. #12 SMS AT EA. CORNER TO BACKING CHANNEL FACTORY-SUPPLIED MOUNTING BRACKET 6" MIN. CLEARANCE BACKING CHANNEL PER ARCH. DET.9 A803 (E) STRUCTURE SPIN-INS W/ DAMPER CEILINGTRUNK DUCT CONICAL IN VAV BOX HWS AND HWR MAIN FACTORY HANGER BRACKETS 4 PER BOX. (E) STRUCTURE HANGERS PER SMACNA STANDARD. CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MB 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: NO SCALE M802 DETAILS CARLSBAD SAFETY CENTER RENOVATION SS EG 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 1NO SCALERECTANGULAR DUCT SUPPORT 1"MIN. TYP. 3". MAX. 1" MIN 1"1"1"1"1"1"EQ.EQ.1" 1".1".2"2" MI N.2"2NO SCALEDUCT HANGER SUPPORT AT BARE METAL DECK 3NO SCALERIGID ROUND DUCT SUPPORT6NO SCALEDUCT HANGER AT STEEL SUPPORTS 2 - 2 - 2 - 2 - 10NO SCALEPIPE HANGER DETAIL BEAM CLAMP, TYP. 12 GAGE SOLID CHANNEL HEX NUT, STRUT NUT & 1 5/8"x1/4" SQ. WASHER CASE-A CASE-B CASE-C THREADED ROD STEEL BEAM STEEL BEAM CLAMP NOTE: BEAM CLAMP USED FOR HANGERS ONLY 3/8"Ø BOLT FILLER STL. PL. AS REQUIRED FOLDED STRAP STRAP STEEL BEAM C-TYPE BEAM CLAMP HEX NUTS RESTRAINING STRAP SHALL BE LISTED FOR USE WITH A C*-TYPE CLAMP OR SHALL BE STEEL STRAP OF NOT LESS THAN 16 GA THICKNESS AND NOT LESS THAN 1" WIDE THREADED ROD STEEL BEAM NOTE: LOCK NUTS OR EQUIVALENT SHALL BE PROVIDED TO PREVENT LOOSENING OF THREADED CONNECTIONS 1. 2. 3. NOTES: DUCTS SHALL BE EQUIPPED WITH TIGHT-FITTING CIRCULAR BANDS EXTENDING AROUND THE ENTIRE PERIMETER OF THE DUCT AT EACH SPECIFIED SUPPORT INTERVAL. CIRCULAR BANDS SHALL BE NOT LESS THAN 1 INCH WIDE NOR LESS THAN EQUIPMENT TO THE GAUGE OF THE DUCT MATERIAL IT SUPPORTS. EACH CIRCULAR BAND SHALL BE PROVIDED WITH MEANS OF CONNECTIONS TO THE SUSPENDING SUPPORT. DUCT DIAMETER MAX. SPACING STRAP AND THREADED ROD HANGER SCHEDULE FOR ROUND DUCT ROD STRAP BAND 10" Ø OR LESS 8'-0" FT 3/8" Ø 11" Ø TO 18" Ø 8'-0" FT 1" x 22 GA 3/8" Ø 1" x 20 GA 1" x 22 GA 1" x 20 GA STRAP PER SCHD. THREADED ROD PER SCHD. BAND SEE SCHD. & NOTES METAL DECK 18 GA MIN. STRAP STRAP 3/8"Ø BOLT METAL DECK 18 GA MIN. L3x2x12 GA LLV SEE SCHD. FOR NUMBER OF SCREWS THREADED ROD L3x2x12GA LLV CONT. OVER 3 FLUTES W/ (3) #12 TEK SCREWS (ICC ESR-1976)(3) #12 TEK SCREWS (ICC ESR-1976) 3/8"Ø THRU FOLDED STRAP CASE B CASE CCASE A CASE D SMS PER SCHD. SMS PER SCHD. MTL. DECK 18 GA MIN. 3/8"Ø BOLT STRAP FOLDED STRAP SEE CASE C 3/8"Ø BOLT FOLDED STRAP SEE CASE C L3x3x12 GA x 3" LLV L3x2x12GA LLV CONT. OVER 2 FLUTE FOR (4) SCREWS PATTERN. CONT. OVER 3 FLUTE FOR (6) SCREWS PATTERN. L3x2x12GA LLV CONT. OVER 2 FLUTE FOR (4) SCREWS PATTERN. CONT. OVER 3 FLUTE FOR (6) SCREWS PATTERN. MAX. HALF OF DUCT PARAMETER 30" PAIR AT 8'-0" SPACING PAIR AT 5'-0" SPACING PAIR AT 4'-0" SPACING 72"96"120" 2 #10 SMS 2 #10 SMS 2 #10 SMS 4 #10 SMS 2 #10 SMS 2 #10 SMS 6 #10 SMS 6 #12 SMS 4 #10 SMS 4 #12 SMS 4 #12 SMS4 #10 SMS RECTANGULAR DUCT ATTACHMENT TO METAL DECK SCHEDULE (MINIMUM) DUCT DIAMETER 10" Ø OR LESS ROUND DUCT ATTACHMENT TO METAL DECK BARE METAL DECK ATTACHMENT 2 #10 DIA MORE THAN 10"Ø 2 #10 METAL DECK 18 GA MIN. MAX. HALF OF DUCT PERIMETER STRAP PAIR AT 8'-0" SPACING STRAP AND THREADED ROD HANGER SCHEDULE ROD P/2 = 30" 1"x22 GA 3/8"Ø 1"x22 GA PAIR AT 5'-0" SPACING PAIR AT 4'-0" SPACING P/2 = 72" P/2 = 96" P/2 = 120" 1"x20 GA 1"x18 GA 1"x16 GA ROD 3/8"Ø ROD 3/8"Ø1"x22 GA 3/8"Ø 1/2"Ø 1/2"Ø 1"x22 GA 1"x20 GA 1"x18 GA 3/8"Ø 1/2"Ø 1/2"Ø 3/8"Ø1"x22 GA 1/2"Ø1"x22 GA 1/2"Ø1"x20 GA STRAP PER SCHD. DUCT STRAP HANGER DUCT ROD HANGER ROD PER SCHD. CHANNEL 12GA x 1 5/8" x 1 5/8" FOR P/2=30 AND P/2=72. CHANNEL 12GA x 1 5/8" x 3 1/4" FOR P/2=96 L3x3x1/4 FOR P/2=120 60" MAX STRAP PER SCHEDULE 2- #10 SMS BOTTOM TYP. 2- #10 DUCT STRAP HANGER W/ LOOP STRAP STRAP 2- #10 SCREWS WITHIN 2" OF TOP OF DUCT 2- #10 SCREWS WITHIN 2" OF TOP OF DUCT 2- #10 SCREWS WITHIN 2" OF TOP OF DUCT 2- #10 SCREWS WITHIN 2" OF TOP OF DUCT 2- #102- #10 2- #10 60" MAX #12 TEK SCREWS (ICC ESR-1976) @ 12" O.C. ALL DUCTS TO BE SUPPORTED PER SMACNA STANDARDS (INCLUDING SMACNA SEISMIC STDS) ALL DUCTS TO BE SUPPORTED PER SMACNA STANDARDS (INCLUDING SMACNA SEISMIC STDS) ALL DUCTS TO BE SUPPORTED PER SMACNA STANDARDS (INCLUDING SMACNA SEISMIC STDS) ALL DUCTS TO BE SUPPORTED PER SMACNA STANDARDS (INCLUDING SMACNA SEISMIC STDS) HANGER ROD INSULATION (VAPOR BARRIER TYPE IS REQUIRED FOR LOW TEMPERATURE PIPE) WELD SADDLE ADJUSTABLE CLEVIS HANGER TYPE 1 - SEE SPECIFICATIONS ADJUSTABLE CLEVIS HANGER TYPE 43 - SEE SPECIFICATIONS BAND 1" MAX SIDE VIEW TRAPEZE HANGER FOR UP TO 1000 LB. UNIFORM LOAD NOM. SIZE mm IN MAXIMUM PIPE/TUBE SUPPORT SPACING THRU 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4 5 6 8 7 7 9 10 11 12 14 16 17 19 6 7 8 8 9 10 12 13 14 16 PIPE FT TUBING FT 7 5 NOTE: FOR TRAPEZE HANGER TAKE SPACING OF SMALLEST SIZE OF TRAPEZE. INSULATION (VAPOR BARRIER TYPE IS REQUIRED FOR LOW TEMPERATURE PIPE) INSULATION SHIELD AT HANGER PROVIDE HIGH COMPRESSIVE STRENGTH INSULATION (9 PSF MIN. DENSITY) UNDER INSULATION SHIELD 1/2" DIA. HANGER RODS WITH 36" MAX. SPACING ON EACH CHANNEL 1-5/8" 12 GAUGE CHANNEL OR 2"X2"X1/4" ANGLE PROVIDE INSULATION SHIELD & INSERT FOR ALL PIPING (8"MIN.) CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MB 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: NO SCALE M803 DETAILS CARLSBAD SAFETY CENTER RENOVATION SS EG 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 7NO SCALEBRANCH DUCTWORK CONNECTIONS / DUCT TAKEOFF PLAN VIEW AIR SPLIT DUCT TAKE-OFF MAIN SUPPLY DUCT TURNING VANES MAIN SUPPLY DUCT PLAN VIEW SUPPLY REGISTER TAKE-OFF ROD OR LINKAGE ADJUSTABLE METAL TOP REGISTER 135° W/4 OR 1\d d d 1\d 4" MIN ROUND BRANCH DUCT CONNECTION ROUND MAIN DUCT CONICAL BRANCH DUCT CONNECTION 45° OPENING CUT W D" 1D" X" x Y" TRANSITION TO ROUND RECTANGULAR D" 2D" 2 1D" ROUND TO 2D" TRANSITION ROUND DUCT RUN CONTINUING THIS PORTION FOR 1D" 3D" 1 3 1D" 45° LATERAL D" D" DESIGNER'S NOTES: 1. THE SUPPLY REGISTER TAKE-OFF MAY BE USED FOR UP UP TO 25% OF THE MAIN DUCT CFM. THE BRANCH DUCT TAKE-OFF MAY BE USED FOR UP TO 15% OF THE MAIN DUCT CFM ANYTIME AND UP TO 40% WHEN THE MAIN DUCT VELOCITY IS 1000 FPM (5 M/S) OR LESS. THE AIR SPLIT DUCT TAKE-OFF SHALL BE USED IN ALL OTHER CASES AND MAY BE USED AT ANYTIME. 2. SHOW VOLUME DAMPERS ON FLOOR PLANS. 1NO SCALEFUME HOOD EXHAUST FAN MOUNTING 21.25 O.D. SHIPPING SPLIT FAN WITH MOTOR ISOLATION BASE RECTANGULAR NOZZLE (9.63 X 12.91) 1 STACK SECTION(S) DISCONNECT SWITCH WINDBAND 24.11 53.00 18.90 126.16 36.01 FAN INLET Ø 13.00 SLIP FIT O.D. 12.25 36.23 39.23 32.13 35.63 22.48 FAN SHAFTCENTERLINEHOUSING CENTERLINE A B C D 1.00 OPERATING HEIGHT 5.00 32.13 35.63 36.23 39.23 5.81 18.11 Ø 0.5 BOLT Ø 0.69 NEOPRENE PAD 3-AXIS NEOPRENE SNUBBER 10.38 5 8.88 9.31 OPERATING HEIGHT 0.5 NOTES: 1. ALL DIMENSIONS ARE IN INCHES 2. MIN. 30" CLEARANCE IS REQUIRED FOR THE MOTOR END OF FAN. 3. MIN. 12" CLEARANCE IS REQUIRED EVERYWHERE ELSE. MAX. WT. = 435 LBS FEF 1 8NO SCALEBOILER PIPING DIAGRAM FLOOR 1 FLOOR 2 ROOF CEILING 9NO SCALEAIRFLOW DIAGRAM FOR CSI LAB AND CHEM DRYING ROOM EAV 7 EAV 6 EAV 5 EAV 4 EAV 3 EAV 2 EAV 1 CEILING FEF 1 SAV 2 SAV 1 DOAS 1 SAV 3 11NO SCALEAIR VENT DETAIL FOR CHW & HHW PIPING 1/4" COPPER TUBING 1/2" x 4" NIPPLE 1/2" BALL VALVE 1 2 MAX. TYP. 12NO SCALEFLEXIBLE DUCT CONNECTIONS DETAIL RECTANGULAR TO ROUND LOW-LOSS FITTING RECTANGULAR TO RECTANGULAR LOW-LOSS FITTING ROUND TOP TAKE-OFF FROM RECTANGULAR DUCT MANUAL VOLUME DAMPERS ON FITTING (TYP.) BRANCH FLEX OR SPIRAL DUCT ATTACH WITH SHEET METAL SCREWS AND SEAL WITH MEDIUM PRESSURE DUCT SEALER SUPPLY, RETURN OR EXHAUST AIR MAIN ATTACH WITH SHEET METAL SCREWS AND SEAL WITH MEDIUM PRESSURE DUCT SEALER VOLUME EXTRACTOR; ADJUSTABLE FROM FULLY CLOSED POSITION TO CFM NOTED ON FLOOR PLANS SEE FLOOR PLAN FOR SPLIT DIMENSION SUPPLY REGISTER OR BRANCH DUCT PROVIDE VOLUME DAMPER WHEN SHOWN ON FLOOR PLANS SQUARE ELBOW SHOWN. PROVIDE ROUND ELBOW WHEN SHOWN ON FLOOR PLANS SUPPLY, RETURN OR EXHAUST AIR MAIN ATTACH WITH SHEET METAL SCREWS AND SEAL WITH MEDIUM PRESSURE DUCT SEALER RH DX COOL FILTER MERV-13MHEAT VFD M 2 POSITION OSA HG RL FUME HOOD VFDM FUME EXHAUSTDEDICATED OUTSIDE AIR SUPPLY ECM FUME HOOD FUME HOOD ECMECM SA 600 CFM ECM FUME HOOD ECM FUME HOOD ECM FUME HOOD ECM SA 600 CFM EA 325 CFM EA 325 CFM SA 860 CFM SA 860 CFM EA 650 CFM EA 70 CFM EA 900 CFM EA 800 CFM EA 3370 CFMSA 2920 CFM EA 150 CFM EA 150 CFM M MM AIR VENT CIRCULATING WATER PIPING ELEVATION TYPICAL MANUAL AIR VENT DETAIL NOTES: 1. VENT ALL HIGH POINTS IN SYSTEM DISTRIBUTION. 600T150-97, TYP EA SIDE 2 - 1/2"Ø SS THRU BOLTS, TYP EA ISOLATOR STEEL BEAM PER STRUCTURAL DWGS., TYP 1/8 PRE-STRETCHED GALVANIZED AIRCRAFT CABLE W/ 7x19 STRAND CORE, 1/8"Ø PRE-STRETCHED GALVANIZED AIRCRAFT CABLE W/ 7x19 STRAND CORE, 1/8"Ø (E) BEAM PER STRUCTURAL DWGS. 2"Ø STANDARD PIPE 3/8" CAP PLATE B-LINE U-BOLT BOLTED TO CAP PLATE AIRCRAFT CABLE W/ HOOK AROUND U-BOLT 1/4 1/4 1" FLANGE & HEM 1"x1/8" BAND IRON FLEXIBLE MATERIAL AS SPECIFIED WASHER SHEET METAL AS SPECIFIED FOR DUCTWORK. 1 1/2" POCKET SLIP DUCT 5/16" FLANGE RECTANGULAR FLEXIBLE CONNECTION BOLT ON 4" CENTERS 1"x1/8" BAND IRON 1"x1/8" DRAW BAND SHEET METAL SCREWS ON 12" CENTERS DUCTFLEXIBLE MATERIAL AS SPECIFIED RIVET ON 4" CENTERS 1 1/2"1/2"1/2" 1-1/2" MIN. TO 3" MAX. INSTALLED. 6" NOMINAL WITH MATERIAL TAUT WASHER FLANGED CONNECTION ON FAN SIDE ROUND FLEXIBLE CONNECTION 1 1/2" MIN. TO 3" MAX. INSTALLED. 6" NOMINAL WITH MATERIAL TAUT SHEET METAL AS SPECIFIED FOR DUCTWORK. FLANGED CONNECTION ON FAN SIDE BOLT ON 4" CENTERSALTERNATE POSITION OF BOLT CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MB 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: NO SCALE M804 DETAILS CARLSBAD SAFETY CENTER RENOVATION SS EG 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 3" MIN. TYP. OPTIONAL NEOPRENE ISOLATION PAD (TYP) OPTIONAL PIPE SUPPORTS (TYP)2'-0" TO 3'-0" AFF1NO SCALETYPICAL DUALARM VERTICAL INLINE PUMP INSTALLATION WITH INTEGRAL VFD 2NO SCALECOOLING COIL REPLACEMENT - AH-1 AND AH-2 7NO SCALECHILLER MOUNTING DETAIL MAX. WT. = 9200 LBS CH 1 141.73" 4.66" 88.56" 99.09" 174.5"x96"x4" (E) CONCRETE PAD. 141.73"±16"±16" 88.56" ±3.5" ±3.5" SYSTEM INLET SYSTEM OUTLET ELEVATION VIEW SYSTEM INLET SYSTEM OUTLET PET COCK (TYP) ISOMETRIC VIEW FOR INSTALLATION CLARITY ONLY. SEE ELEVATION VIEW FOR REQUIRED PIPING SPECIALITIES 3/8"Ø SS HILTI KB-TZ W/ 2" EFFECTIVE EMBED AT 24" O.C. (ICC ESR-1917), MIN 6 EA LONG SIDE (MIN 12 TOTAL) HANGERS SIZED TO SUPPORT WEIGHT OF FILLED PIPING, PUMPS AND FITTINGS PIPE HANGER (TYP) SEE SPECIFICATIONS FOR SIZE AND TYPE SUCTION GUIDE TRIPLE DUTY VALVE DRAIN CONNECTION SHUTOFF VALVE SEE SPECIFICATIONS FOR TYPE SHUTOFF VALVE SEE SPECIFICATIONS FOR TYPE SUCTION GUIDE TRIPLE DUTY VALVE PRESSURE GAGE AND PIPING INTEGRAL VFD MOUNTED TO PUMP MOTOR SEE SPECIFICATIONS FOR SIZE AND TYPE INTEGRAL VFD MOUNTED TO PUMP MOTOR SEE SPECIFICATIONS FOR SIZE AND TYPE STRAINER SEE SPECIFICATIONS FOR TYPE M805 CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MB 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: NO SCALE M805 DETAILS CARLSBAD SAFETY CENTER RENOVATION SS EG 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 1NO SCALESUPPLY AND RETURN FAN REPLACEMENT - AH-1 AND AH-2 CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MB 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: NO SCALE M806 DETAILS CARLSBAD SAFETY CENTER RENOVATION SS EG 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 CC C C TT DPT TT TT TE OR CIT USED WITH NUMBERS AS WIRING REFERENCE POINTS TO SIMPLIFY WIRING DIAGRAM LINE VOLTAGE WIRING LINE VOLTAGE (120 VOLT) WIRING LOW VOLTAGE (30 VOLT AND LESS) A.C. WIRING LOW VOLTAGE (30 VOLT AND LESS) D.C. WIRING INDICATES CONTROL PANEL TERMINAL CONTACTS NC NO NO - NORMALLY OPEN NOHC - NORMALLY OPEN NC - NORMALLY CLOSED NCHO - NORMALLY CLOSED CONTROL RELAYCR DISCONNECT CIRCUIT BREAKER 3 PHASE MOTORM CONTROL POWER TRANSFORMER CONNECTION XXX NO CONNECTION X WIRE CONTINUATION X-DRAWING SECTION XXX-LINE NUMBER HAS CLOSED HAS OPENED 120 VAC, 1PH, 60Hz120V 480VAC, 3PH, 60Hz480V, 3PH I INTERLOCK DETACHABLE CONNECTOR FUSED TERMINAL BLOCK EARTH GROUND MCC/FIELD TERMINAL GENERAL PURPOSE TERMINAL DIN TERMINAL BLOCK DEVICE SPECIFIC TERMINAL BLOCK POWER SUPPLY FOR DC DEVICESPS ABBR. / SYMBOL DESCRIPTION 24V AC TSP TSP TAPE BACK SHIELD UTP #18 TSP TSP C H SIG POS CONNECT SHIELDS 1 24V AC TSP TSP TAPE BACK SHIELD UTP #18 TSP TSP CONNECT SHIELDS 1 THESE TWO CABLES MAY BE COMBINED AS A 3 CONDUCTOR TWISTED SHIELDED. 2 MAY BE IN COMMON CONDUIT. POWER SIGNAL FEED BACK MFT ACTUATOR OTHER ACTUATOR TYPES TSP TSP TAPE BACK SHIELD TSP TSP TO CONTROLLER 2 CONNECT SHIELDS SIGNAL FEED BACK 120V ACTUATOR POWER 120V DISC NOTES: TO CONTROLLER 2 TO CONTROLLER 2 120V 24V AC TSP TAPE BACK SHIELD UTP #18 TSP C OPEN CLOSE POS CONNECT SHIELDS H 24V AC UTP #18 MFT ACTUATOR - FLOATING POINT 3 POSITION FEED BACK MAY NOT BE COMPATIBLE WITH TRIAC. VERIFY WITH ACTUATOR MANUFACTURER. 3 TEMPERATURE TRANSMITTER OR SENSOR SHIELD TAPED BACK THIS END (TYPICAL) AIR DIFFERENTIAL PRESSURE TRANSMITTER OUTDOOR TEMPERATURE/DWPOINT TRANSMITTER 1/4" COPPER TUBE WHEN INSTALLED OUTDOORS OR INDOORS EXPOSED. POLY TUBE MAY BE USED INDOORS WHERE NOT EXPOSED. BY MECHANICAL CONTRACTOR 4.20 mA TO EMS (TT) 4.20 mA TO EMS 4.20 mA TO EMS 4.20 mA TO EMSTSP TSP TSP TSP TWO WIRE LOOP POWERED INSTALL SENSORS ON NORTH EXPOSURE ONLY AND COVERWITH SUN/RAIN SHIELD 3. 4. 2. 1. V M E CONTROL PANELS REQUIRE 120VAC POWER. SEE THE CONTROL CONTRACTOR'S CONTROL SUBMITTAL DRAWINGS FOR QUANTITY AND LOCATION OF 120V POWER & DISCONNECT. FIRE SMOKE DAMPERS ARE ELECTRICALLY OPERATED. OPERATION AND MONITORING MUST BE COORDINATED WITH THE LIFE SAFETY CONTRACTOR. SEE THE MECHANICAL DRAWINGS. WIRING DIAGRAMS ARE SHOWN FOR CONTROL SEQUENCE AND FUNCTION ONLY. THE ELECTRICAL CONTRACTOR TO INSURE THAT THE ELECTRICAL PORTION OF THIS WORK IS INSTALLED PER CODE. LOW VOLTAGE CONDUIT & WIRE FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR. LINE VOLTAGE CONDUIT & WIRE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. REFER TO ELECTRICAL PLANS FOR COMMUNICATION PATHWAYS IDENTIFIED ON DRAWING COMMUNICATION CABLE IS BY CONTROL CONTRACTOR. FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR. FURNISHED, INSTALLED & TERMINATED BY ELECTRICAL CONTRACTOR. FURNISHED BY MECHANICAL CONTRACTOR WIRED AND TERMINATED BY ELECTRICAL CONTRACTOR. FURNISHED BY ELECTRICAL CONTRACTOR WIRED AND TERMINATED BY MECHANICAL CONTRACTOR. FURNISHED BY EQUIPMENT VENDOR. ME EM F FIRE ALARM CONTRACTOR. C FURNISHED, INSTALLED AND WIRED BY CONTROL CONTRACTOR. 4 J-BOX WITHIN REACH OF PIGTAIL. 4 4 4 4 120 / 1∅ DISCE HIGH VOLTAGE COMPARTMENT CONTROLLER COMPARTMENT DIN RAIL & TERMINAL STRIPS FOR FIELD WIRING CONNECTIONS TYPICAL CONTROLLER. CLEARANCES PER MANUFACTURER'S REQUIREMENTS FOR VENTILATION LABEL CONTROLLERS & EACH DEVICE INSIDE PANEL TYPICAL ISOLATION RELAYS FOR BINARY OUTPUTS. RELAYS TO HAVE STATUS LED AND PUSH TEST. LABEL EACH RELAY 111111 WIRE DUCT TO SEPARATE POWER, CONTROLLER AND TERMINAL STRIP COMPARTMENTS DIN RAIL & TERMINAL STRIPS FOR FIELD WIRING CONNECTIONS BARRIER 120/24V AC POWER SUPPLY DUPLEX RECEPTACLES MINIMUM 2" GAP. LABEL EACH WIRE USING WRAP AROUND OR HEAT-SHRINK LABEL, MACHINE PRINTED WITH POINT TAG. TEXT TO FACE OUTWARD. NOTES: 1 CARBON DIOXIDE TRANSMITTER 4.20 mA TO EMSTSP 24V AC UTP #18POWER SIGNAL PROVIDE DEDICATED RECEPTACLE FOR DEVICES WITH PLUG IN POWER SUPPLIES 1. REFER TO SPECIFICATION FOR ADDITIONAL REQUIREMENTS. 2. THIS DETAIL IS A GENERALIZED DIAGRAM. PROVIDE SHOP DRAWING FOR EACH PANEL.. 3. PANEL DOOR TO HAVE POCKET FOR O&M MANUALS. PROVIDE LAMINATED AS BUILT PANEL DRAWING ATTACHED TO INSIDE OF PANEL DOOR. 4. PANEL TO HAVE PERFORATED BACKPLANE FOR ATTACHING INTERNAL COMPONENTS. DO NOT SCREW THRU BACK OF PANEL. 5. DO NOT CONNECT CONDUIT TO TOP OF PANELS THAT ARE LOCTED OUTDOORS. 6. DO NOT MIX SIGNAL AND POWER WIRING IN THE SAME COMPARTMENT. 7. MAINTAIN SEPARATION BETWEEN ANALOG SIGNAL, COMMUNICATION CABLES AND BINARY CABLES. 8. PROVIDE GROUND BAR FOR TERMINATING SIGNAL GROUNDS. GENERAL NOTES +24 VAC NCCNO NCCNO TO CONTROLLER DI 24 VAC POWER OCCUPANCY SENSOR. WHEN MULTIPLES ARE USED, WIRE IN PARALLEL. ALL CONTACTS OPEN = UNOCCUPIED. ANY CONTACT CLOSED = OCCUPIED +24 VAC OCCUPANCY SENSORS TERMINALS FOR 24V POWER DISTRIBUTION 24V AC UTP #18POWER SIGNAL I ANALOG BINARY INTERLOCK FIRST LETTER SECOND LETTER MEASURED OR INITIATING VARIABLE MODIFIER READOUT OR PASSIVE FUNCTION OUTPUT FUNCTION MODIFIER A B C D E ANALYSIS BURNER COMBUSTION CARBON DIOXIDE USER CHOICE VOLTAGE -ALARM -- USER CHOICEUSER CHOICEUSER CHOICE- CLOSEDCONTROL-- ---DIFFERENTIAL (PRIMARY ELEMENT) SENSOR--- F FLOW RATE RATIO (FRACTION)--- USER CHOICEG -GLASS VIEWING DEVICE -- HANDH ---HIGH ELECTRICAL CURRENTI -INDICATE -- POWERJ SCAN --- TIME, TIME SCHEDULEK TIME, RATE OF CHANGE -CONTROL STATION - LEVELL -LIGHT -LOW USER CHOICEM MOMENTARY --MIDDLE USER CHOICEN -USER CHOICE USER CHOICE INTERMEDIATE OCCUPANCYO -ORIFICE, RESTRICTION -OPEN PRESSURE, VACUUMP POINT (TEST CONNECTION) --- QUANTITYQ INTEGRATE, TOTALIZE --- RADIATIONR -RECORD -- SPEED, FREQUENCYS SAFETY -SWITCH STOP TEMPERATURET -MULTIFUNCTION TRANSMIT - MULTIVARIABLEU --MULTIFUNCTION MULTIFUNCTION VIBRATIONV -POINT (TEST CONNECTION) -- MECHANICAL ANALYSIS W WEIGHT, FORCE -WELL -- STATUSX X-AXIS UNCLASSIFIED EVENT STATE OR PRESENCEY Y-AXIS -- POSITION, DIMENSIONZ Z-AXIS -DRIVER ACTUATOR,- UNCLASSIFIED UNCLASSIFIED RELAY COMPUTE, CONVERT UNCLASSIFIED FINAL CONTROL ELEMENT PRIMARY LOCATION ***NORMALLY ACCESSIBLE TO OPERATOR FIELD MOUNTED AUXILIARY LOCATION ***NORMALLY ACCESSIBLE TO OPERATOR DISCRETE INSTRUMENT SHARED DISPLAY, SHARED CONTROL COMPUTER FUNCTION PROGRAMMABLE LOGIC CONTROLLER ***NORMALLY INACCESSIBLE OR BEHIND-THE-PANEL DEVICES OR FUNCTIONS MAY BE DEPICTED BY USING THE SAME SYMBOL BUT WITH DASHED HORIZONTAL BARS, I.E. DESCRIPTION LOW VOLTAGE ELECTRICAL ANALOG SIGNAL LOW VOLTAGE ELECTRICAL BINARY SIGNAL OR POWER HYDRAULIC OR PNEUMATIC SIGNAL ELECTRICAL POWER NETWORK COMMUNICATION CABLE CONNECT SHIELDS 480V, 3∅ PUSHBUTTONS NORMALLY OPEN (MOMENTARY ACTION) NORMALLY CLOSED (MOMENTARY ACTION) DOUBLE CIRCUIT NORMALLY OPEN & CLOSED (MOMENTARY ACTION) MUSHROOM HEAD NORMALLY CLOSED NORMALLY OPEN & CLOSED DOUBLE CIRCUIT SELECTOR SWITCH 2 POSITION SELECTOR SWITCH 3 POSITION (MAINTAINED ACTION) XO OX OOX XOO SELECTOR SWITCHES SOLENOID CONTROL RELAY XXCR XXMS MOTOR STARTER/CONTACTOR XXTR TIMER RELAY XXESCR ESTOP CONTROL RELAY PILOT LIGHTX A-AMBER B-BLUE C-CLEAR G-GREEN R-RED W-WHT Y-YELLOW X PILOT LIGHT PUSH TO TEST M PANEL WIRING FIELD WIRING FILED ENCLOSURE CONNECTION XXX NO CONNECTION X WIRE CONTINUATION X-DRAWING SECTION XXX-LINE NUMBER SLIP RING DETACHABLE CONNECTOR FUSED TERMINAL BLOCK EARTH GROUND CHASSIS GROUND MCC/FIELD TERMINAL GENERAL PURPOSE TERMINAL DIN TERMINAL BLOCK DEVICE SPECIFIC TERMINAL BLOCK DISCONNECT CIRCUIT BREAKER FUSIBLE DISCONNECT THERMAL OVERLOAD MAGNETIC OVERLOAD 3 PHASE MOTORM CONTROL POWER TRANSFORMER ELAPSED TIME METER FLOW METER GAS SUPPLY HAND-AUTO HIGH-LOW HIGH-LOW-OFF-REMOTE HUMAN MACHINE INTERFACE HAND-OFF-AUTO HYDRAULIC SUPPLY HARDWIRED INPUT/OUTPUT INSTRUMENT AIR INSTRUMENT S.O.A. INSTRUMENTATION & CONTROL INPUT/OUTPUT JAVA APPLICATION CONTROL ENGINE LOCAL CONTROL PANEL LOCAL-OFF-REMOTE LOCK-OUT-STOP MOTOR CONTROL CENTER NETWORK POINT NORMALLY OPEN ALTERNATING CURRENT ACKNOWLEDGE ANALOG INPUT ALARM AUTO-MANUAL ANALOG OUTPUT AID SUPPLY BUILDING AUTOMATION SYSTEM CLOSE COMMON ALARM CATEGORY 5 CABLING CONTROL RELAY CENTRAL ENERGY PLANT CONSTANT SPEED PUMP CARRIER COMFORT NETWORK DIRECT CURRENT DISTRIBUTED CONTROL SYSTEM DISCRETE INPUT DISCRETE OUTPUT END OF LINE ELECTRIC SUPPLY AC ACK AI AL AM AO AS BAS C CA CAT5 CR CEP CSP CNN DC DCS DI DO EOL ES ETM FM GS HA HL HLOR HMI HOA HS HW IA ISA I&C I/O JACE LCP LOR LOS MCC NET N.O. N.C. NS PA PS PID P&ID PLC PRV REEP RIO SP S/S SS TCP/IP TOT TPC TSP UPS VFD WS DH DH+ MB MB+ PV UNINTERRUPTIBLE POWER SUPPLY VARIABLE FREQUENCY DRIVE WATER SUPPLY DATAHIWAY DATAHIWAY PLUS MODBUS MODBUS PLUS PANELVIEW NORMALLY CLOSED NITROGEN SUPPLY PLANT AIR POWER SUPPLY PROPORTIONAL INTEGRAL DERIVATIVE PROCESS & INSTRUMENT DIAGRAM PROGRAMMABLE LOGIC CONTROLLER PRESSURE REDUCING VALVE REGIONAL ENERGY EFFICIENCY PROJECT FACILTY REMOTE I/O SET POINT START-STOP STEAM SUPPLY TRANSFER CONTROL PROTOCOL/INTERNET PROTOCOL TOTALIZATION TIME PROPORTIONAL CONTROL TWISTED SHIELDED PAIR WIRING DIAGRAM SYMBOLS GENERAL NOTES SYSTEM SCHEMATIC IDENTIFICATION LETTERS TYPICAL DEVICE HOOKUP INSTRUMENT LINE SYMBOL TYPICAL CONTROL PANEL ABRREVIATIONS HAND SWITCHES PROCESS DEVICES POWER SYMBOLS WIRING SYMBOLS CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MB 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: NO SCALE M821 CONTROL DIAGRAMS CARLSBAD SAFETY CENTER RENOVATION SS EG 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 BOOSTER FAN AH U D 054 POLE, 10 HP, 7.5k W, 380/415V1450 RPM, 16.2 A, 60 Hz,Bearing 6308, 6306ZZ,Serial No. 10730023063-1Putar an lawan jarum jam F LE COMod el : 24 -69 81 5AG G 4S iz e : 12 " 24 " 2"E f ficien cy : 3 0%C ap ac ity : . .. .M ³ (. .m /S ec)I nitia l P D : . ..m m H ∅ O F L O W M A S TE R ( AH U- D 04 )M o de l : 9D HD X 2 a - 3 5S e ria l No : F M . 0 8 00 15 5 .0 2A iar flow : 5 90 0 C FM .S t at ic . Pr es s : 3 .5 " W gT o t al Co o lin g : 2 50 . 00 0 B t uC o il6 R ow 1 2 F p i1 0 61 A re a (M 2)C ir cu it : 2 C ir cu itT o t al He a tin g - B tu hC o il- R ow , -F p i, - Ar ea (M ² )C ir cu it - C irc u it ,- G pm .W e igh t2 2 6 k g.E L E C RI C A L3 8 0 V, 3 p h. 5 0 HzM ot or1 0 H P, 7 .5 kW, 4 P oleF L A 1 6 .2 Am p.S u ct ion D ia Cir . 1 C ir. 2 Cir . 3S u ct io n 118" 1 38" -L iq u id 58" 34" -W at er in -W at er ou t -D r ain -M a nu f ac t ur ed . P T . Su r ya De hu m ix ind o J l. KH . H a sy im As ha r i G g . A m bo m N o. 1 3 6. P ina ng Ta n ge ra n g, I n do ne s ia , T elp . 62 2 19 27 0 06 7 F ax . 6 22 1 7 34 50 73 9 , Em a il S ag . P ro d uc tion @Y ah o o. co m JACE BOOSTER FAN AH U D 054 POLE, 10 HP, 7.5k W, 380/415V1450 RPM, 16.2 A, 60 Hz,Bearing 6308, 6306ZZ,Serial No. 10730023063-1Putar an lawan jarum jam F LE COMod el : 24 -69 81 5AG G 4S iz e : 12 " 24 " 2"E f ficien cy : 3 0%C ap ac ity : . .. .M ³ (. .m /S ec)I nitia l P D : . ..m m H ∅ O F L O W M A S TE R ( AH U- D 04 )M o de l : 9D HD X 2 a - 3 5S e ria l No : F M . 0 8 00 15 5 .0 2A iar flow : 5 90 0 C FM .S t at ic . Pr es s : 3 .5 " W gT o t al Co o lin g : 2 50 . 00 0 B t uC o il6 R ow 1 2 F p i1 0 61 A re a (M 2)C ir cu it :2 C ir cu itT o t al He a tin g - B tu hC o il- R ow ,- F p i,- Ar ea (M ²)C ir cu it - C irc u it ,- G pm .W e igh t2 2 6 k g.E L E C RI C A L3 8 0 V, 3 p h. 5 0 HzM ot or1 0 H P, 7 .5 kW, 4 P oleF L A1 6 .2 Am p.S u ct ion D ia Cir . 1 C ir. 2 Cir . 3S u ct io n 118" 138" -L iq u id 58" 34" -W at er in -W at er ou t -D r ain -M a nu f ac t ur ed . P T . Su r ya De hu m ix ind o J l. KH . H a sy im As ha r i G g . A m bo m N o. 1 3 6. P ina ng Ta n ge ra n g, I n do ne s ia , T elp . 62 2 19 27 0 06 7 F ax . 6 22 1 7 34 50 73 9 , Em a il S ag . P ro d uc tion @Y ah o o. co m E E E E E E E E E E E E E E E E E FRE QUE NCYDRI VE P OWE R A LA RM VARIA BLE FRE QUE NCYDRI VE P OWE R A LA RM VARIA BLE FRE QUE NCYDRI VE P OWE R A LA RM VARIA BLE HOUSINGMOTOR FAN HOUSING MOTOR FAN AS-1 DRAIN CHEM AAV DRAIN CHWR CHWS AHU-1 (E)CHW COIL ET-1 AAV DRAIN DCW WM PRV DRAIN DRAINFILLQUICK PRVRPB 1" CW VFD FLEX CP FLEX AI AIDIDO AO PULSEDOAI HI LO VFDVFD AAV DCW WM PRV DRAIN DRAINFILL QUICK PRV CP MPG GPR AIDOAODOAOAI DRAIN AI AIAIAIDIDO AOPULSE AAV DD XXX GPM AIAI RPB REFER TO PLUMBING PLANS FOR BACKFLOW PREVENTER AI 100 GAL 5 GAL 3" 6" 6" 3"3" 6" 6" 6" 6" 4" 4" 2" 2" DIAO 460V/3p AI AHU-2 (E)CHW COIL 2" 2" DIRECT IP LINE FROM COUNTY IP IP (N) HW HW HW ASC ASC ASC HW ASC HW ASC HW ASC HW ASC HW ASC HW ASC HW ASC HW ASC 1 VAV 32 VAV 2 VAV 3 VAV 4 VAV DATA/ ELECT. ROOM (TYP) EX DATA/ ELECT. ROOM (TYP) EX DATA/ ELECT. ROOM (TYP) EX DATA/ ELECT. ROOM (TYP) EX DATA/ ELECT. ROOM (TYP) EX DATA/ ELECT. ROOM (TYP) EX DATA/ ELECT. ROOM (TYP) EX DATA/ ELECT. ROOM (TYP) EX 69 VAV 70 VAV 71 VAV 72 VAV 73 VAV 74 VAV 75 VAV 33 VAV 34 VAV 35 VAV 36 VAV 68 VAV PUMP PUMP PUMP 1 B 1 CH 1 AH 2 AH 1 AC 2 AC 3 AC 4 AC 5 AC 7 AC 8 AC (N)AC1 2TNHW ASC 9 AC HW ASC 6 AC 5 FC 6 FC 7 FC 9 FC 4 FC 3 FC 2 FC 1 FC MS/TP MS/TP HW HW HW 1 CHWP 1 HHWP 2 HHWP ASC : APLICATION SPECIFIC CONTROLLER, RELIANCE BACNET MS/TP JACE: JAVA APLICATION CONTROLLER, DISTECH JACE NIAGARA N 4.8 VFD VFD LINE VOLTAGE AC WIRING MSTP COMMUNICATION WIRING CAT-6 ETHERNET CABLING HARDWIRED RIO DATA/ ELECT. ROOM (TYP) EX DATA/ ELECT. ROOM (TYP) EX DATA/ ELECT. ROOM (TYP) EX 1 CRAC 2 CRAC 8 FC RIO RIO : REMOTE INPUT/OUTPUT, RELIANCE BACNET MS/TP MS/TP MS/TP MS/TP EF-X HW EF-X HW 1NO SCALENETWORK RISER DIAGRAM2NO SCALECHILLED WATER SYSTEM P&ID 3NO SCALEHEATING WATER P&ID XXX GPM XX XX FT HEADDRAIN CHWP-1 XX GPM XX FT XX HP 460/ 3Ø 1750 RPM (E) CH-1 XX TONS XX GPM XX' ΔP XXX FLA @XXX / 3Ø XXX MCZ XXX MOPD CHWS TEMP.MAKE UP WATERCONSUMPTIONPHWP-1 FDBK SPEEDCH-1 ALARMCH-1 TEMP. SET POINTCH-1 START / STOPETHERNETCHWP-1 START / STOPCHWR TEMP.HW DIFFERENTIALPRESSUREBACNET MS/TPRS485 BACNETMS/TPHWP-2 START / STOPHWP-2 SPEEDCOMMANDHW FLOWDISTRIBUTION HWRTEMP.SYSTEM PRESSUREHWS TEMP.MAKE UP WATERCONSUMPTIONPHWP-1 STATUS,AMPSH-1 ALARMH-1 TEMP. SET POINTH-1 START / STOPHWP-1 START / STOPHWP-1 SPEEDCOMMANDETHERNETMODULATING PREHEAT VALVE CONTROLLED BY HEATER INTERNAL CONTROLLER TO MAINTAIN MINIMUM 120°F INLET TEMPERATURE. HEATER PRIMARY PUMP WIRED TO HEATER ECONOMIZER CONTROLLER. ONICON F 4600 INLINE FLOW METER. 4", 1.5 PSIG @ 110 GPM. 0.5 GPM MINIMUM FLOW. FLANGE CONNECTION. 4.20 mA. USED FOR HEATER STAGING, BYPASS VALVE CONTROL AND ENERGY TRENDING SETRA DIFFERENTIAL PRESSURE TRANSMITTER 0-100 PSI. 3-WAY MANIFOLD 4.20 mA. 2 WIRE NETWORK CONNECTION VALVE COMMANDVALVE POSITIONFLOW CONTROL VALVE TO MAINTAIN MINIMUM SYSTEM FLOW IN SECONDARY LOOP. FOR GAS CONNNECTIONS, REGULATING VAVES AND MAKEUP WATER CONNECTIONS SEE PLUMBING DRAWINGSPLANT HWR TEMP.KEYNOTES: 750 MBH IN 600 MBH OUT XXX GPM @ XX FT 160° / 140° SPIROTHERM 6" XXX GPM XXX XX FT HEAD TYPICAL AHU 2 SELECTED FOR MAX 160° F HWS MIN 20°ΔT MAX 90° F SUPPLY AIR 0GPM. TYPICAL AHU 1 SELECTED FOR MAX 160° F HWS MIN 20°ΔT MAX 90° F SUPPLY AIR 0GPM.CH-1 ALARMPHWP-1 SPEEDSIGNALCHW DIF PRESSURETYPICAL VAV REHEAT COILS SELECTED FOR MAX 160° F HWS MIN 20°ΔT MAX 90° F SUPPLY AIR 0GPM. INTERNETFIREWALL WEB ACCESS EXISTING DESKTOP OR LAP TOP PC'S WEB ACCESS EXISTING DESKTOP OR LAP TOP PC'S LOCATION: COUNTY OFFICE BAS TEMP BAS TEMP BAS TEMP BAS TEMP BAS TEMP BAS TEMP BAS TEMP BAS TEMP EOL EOL BAS TEMP BAS TEMP BAS TEMP EOL EOL FOR ANY EXHAUST FANS ON ROOF THAT HAVE NOT BEEN INTEGRATED ALREADY IN EXISTING BMS HARDWIRE TO NEAREST RTU APLICATION SPECIFIC CONTROLLER OR GROUP TOGETHER FANS AND ADD A REMOTE INPUT/OUT MODULE AND CONECT TO NEAREST RTU WITH AN MS/TP COMMUNICATION CABLE TT TT TT HWP 2 HWP 1 B 1 P 1 CF 1X ET 2AS 2 BOILER CHILLER 1 3 4 2 1 2 3 4 5 5 5 5 6 6 7 5 7 7 PI TT FC ZT PI FS TIT TIT DPT TT FC ZT PI FQ PDTPI M PI SC XCM PI SC XC PI PT PI TTTE TC YAXC PITI M TI TI IT FQ TTFT FC ZT TT XC SC ST YA CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MB 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: NO SCALE M822 CONTROL DIAGRAMS CARLSBAD SAFETY CENTER RENOVATION SS EG 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 CHILLED WATER COIL CC-XSA M M M EAD2 PRE-FILTER PF-XI AIAI AIAIAIAIAOAIAOAIAO SF X.1 SF X.2 SF X.3 SF X.4 RAD1 RA RFX.1 L HL H L H I DICHWRCHWSAOAIFINAL FILTER FF-XAI RFX.2 RFX.3 AI AODI DO I SFRF AIAIAIAI FIRE ALARM NOTES KEYNOTES AI AODI DO I BACnet MS/TP BACnet MS/TPCHILLED WATER COIL CC-XSA M M M EAD2 PRE-FILTER PF-XI AIAI AIAIAIAIAOAIAOAIAO SF X.1 SF X.2 RAD1 RA RFX.1 L HL H L H I DICHWRCHWSAOAIFINAL FILTER FF-XAI RFX.2 AI AODI DO I SFRF AIAIAIAI AI AODI DO I BACnet MS/TP BACnet MS/TP 1NO SCALEVAV AIR HANDLER SCHEMATIC AH-1 2NO SCALEVAV AIR HANDLER SCHEMATIC AH-2 EXISTING SPACE PRESSURE DIFFERENTIAL TRANSMITTER LOCATED AT LEVEL 2 FACP ROOM CONTROL PANEL 4.20 mA 2 WIRE. DWYER SPACE PRESSURE TIP A-465. MOUNT IN CEILING. IDENTIFY LOCATION OF EXISTING SPACE PRESSURE TIP. RELOCATE TO CEILING WITH NEW PLATE. DWYER AMBIENT PRESSURE TIP. A-420A. INSTALL NEW AMBIENT TIP. EXTEND TUBING TO LOCATE ABOVE AHU ROOF. NETWORK COMMUNICATION BACnet MS/TP TO ARRAY CONTROL PANEL PROVIDES ADDITIONAL DATA . SMOKE DETECTOR FOR SYSTEM SHUT DOWN. ACTUATOR SHALL HAVE 0-10VDC CONTROL SIGNAL AND POSITION FEEDBACK. INDICATING ANALOG PRESSURE TRANSMITTER / GAUGE. 4.20mA SIGNAL. DWYER 605 MOUNT ON FACE OF CONTROL PANEL. EXTEND TUBING TO FILTER COMPARTMENT. ARRAY CONTROL PANEL AND SINGLE POINT POWER CONNECTION. NOT USED BACnet IP CONTROLLER. EXISTING DIFFERENTIAL PRESSURE TRANSMITTER FOR SUPPLY FAN SPEED CONTROL. HIGH PRESSURE TIP IN SUPPLY DUCT. TRANSMITTER LOCATED IN LEVEL 2 FACP CONTROL PANEL. ANALOG CURRENT SENSOR. HIGH PRESSURE SAFETY WITH MANUAL RESET. 0-5" W.G. PRESSURE SWITCH. SET AT 4" W.G. LOCATE IN POWER PANEL. OUTPUT SWITCHOVER CONTACTORS MECHANICALLY INTERLOCKED. OCCUPANCY SENSOR IS USED FOR RESET OF DEAD BAND AND MINIMUM OUTDOOR AIR SETPOINT. WI-FI TEMPERATURE AND CO∅ TRANSMITTER SEE DRAWING M50.00.00. CO∅ IS USED FOR DCV CONTROL OF MINIMUM O.A DAMPER. QUANTITY OF ACTUATORS VARIES FROM ONE TO FOUR. VERIFY FOR EACH AIR HANDLER. ONE CURRENT SENSOR FOR EACH FAN. AHU-1, 2, 3, 7, 8 & 9 HAVE 6 RETURN FANS, AHU-4 AND 6 HAVE THREE RETURN FANS. REUSE EXISTING CONTROL VALVE / ACTUATOR. VALVE ACTUATORS ARE NEMA 1. AH6, 7, 8 AND 9 VALVES ARE GLOBE STYLE WITH SIEMENS ACTUATOR. PROVIDE SIEMENS NEMA 3R ENCLOSURE OVER ACTUATOR. AH1, 2, 3 AND 4 ARE DELTA-P PRESSURE INDEPENDENT VALVES WITH BELIMO OR ELODRIVE ACTUATORS. PROVIDE FABRICATED STEEL ACTUATOR COVER. NEW CONTROL VALVE. EXISTING TUBING TO ROOF. TEMPERATURE TRANSMITTER SIEMENS 533-380-24 AVERAGING WITH FLEXIBLE PROBE 24 FEET. 4.20 Ma TEMPERATURE TRANSMITTER SIEMENS 533-380-16 AVERAGING WITH FLEXIBLE PROBE 16 FEET. 4.20 Ma NOT USED SETRA 230 0-30 PSID, 3 VALVE MANIFOLD, 4-20 mA, CALIBRATION CERTIFICATE AH5. CONNECT LOW PRESSURE TO UPSTREAM SIDE OF PUMP. BI-DIRECTIONAL ± 25 PSID. REINSTALL EXISTING AMBIENT TEMPERATURE / RH TRANSMITTERS ON NORTH END OF AH 3 AND SOUTH SIDE OF ZONE 12, CONNECTED TO AH7. TEMPERATURE TRANSMITTER NEMA 4. 4.20 mA, PROBE LENGTH TO CENTER OF PIPE. STAINLESS STEEL WELL WITH 2" EXTENSION FOR INSULATION. 1. SMOKE DETECTOR IN AC SUPPLY CONNECTION IS INSTALLED BY FIRE ALARM CONTRACTOR. 2. FIRE ALARM IS GENERAL ALARM. ANY SMOKE OR FIRE DETECTION SHALL SHUT DOWN AC UNITS & CLOSE EVERY SMOKE FIRE DAMPER. 1. DIAGRAMS ARE TYPICAL FOR AIR HANDLING SYSTEMS . AH1, 2. 2. NETWORK VARIABLES SHALL BE SENT TO CENTRAL COOLING PLANT AND HEATING PLANT FOR OPTIMIZATION. a. CHILLED WATER COIL VALVE % POSITION FROM FEEDBACK. b. SPACE HEATING DEMAND % OF HEATING LOOP SIGNAL. c. HEATING WATER COIL VALVE % POSITION FROM FEEDBACK. d. SPACE COOLING DEMAND. % OF COOLING LOOP SIGNAL. e. VALVE POSITIONS ARE USED FOR PUMP PRESSURE OPTIMIZATION. SPACE HEAT AND COOLING SIGNALS ARE USED FOR WATER TEMPERATURE SETPOINT OPTIMIZATION.EAD COMMANDEAD POSITIONRAD COMMANDRAD POSITIONMIXED AIR TEMP.PRE-FILTER DPSUPPLY DUCT PRESSURESUPPLY DUCT TEMP.SPACE PRESSURECONTROLLEROAD COMMANDOAD POSITIONHIGH PRESSURE & SMOKEDETECTOR ALARMCHW V COMMANDCHW V POSITIONFINAL FILTER DPECONOMIZER OAD RF ARRAY SPEED SIGNALRF ARRAY FLOW FDBKRF ARRAY SPEED ALARMRF ARRAY S / SSPACEAMBIENT RELATIVEHUMIDITYAMBIENT TEMPERATURECHWR TEMPERATURECHWS TEMPERATUREARRAY CONTROL PANEL ARRAY CONTROL PANEL SF ARRAY SPEED SIGNALSF ARRAY FLOW FDBKSF ARRAY ALARMSF ARRAY S / SEAD COMMANDEAD POSITIONRAD COMMANDRAD POSITIONMIXED AIR TEMP.PRE-FILTER DPSUPPLY DUCT PRESSURESUPPLY DUCT TEMP.SPACE PRESSURECONTROLLEROAD COMMANDOAD POSITIONHIGH PRESSURE & SMOKEDETECTOR ALARMCHW V COMMANDCHW V POSITIONFINAL FILTER DPECONOMIZER OAD RF ARRAY SPEED SIGNALRF ARRAY FLOW FDBKRF ARRAY SPEED ALARMRF ARRAY S / SSPACEAMBIENT RELATIVEHUMIDITYAMBIENT TEMPERATURECHWR TEMPERATURECHWS TEMPERATUREARRAY CONTROL PANEL ARRAY CONTROL PANEL SF ARRAY SPEED SIGNALSF ARRAY FLOW FDBKSF ARRAY ALARMSF ARRAY S / S3 1 2 5 7 6 6 6 10 11 8 8 13 7 4 17 17 17 18 20 19 2123 21 GENERAL NOTES 24 24 1 2 3 4 5 6 7 10 12 8 9 11 13 14 15 16 17 18 19 20 21 22 22.1 19.1 23 24 21.1 4 3 1 2 5 7 6 6 6 10 11 8 8 13 7 4 17 17 17 18 20 19 2123 21 24 24 4 YAS FC ZT FC ZT FC ZT TT PDIT DPIT PDT TT FE FE FE FE FE FE FE PDSH FC ZT PDIT ST SC XCYA RTTT TT TT ST SC XCYA YAS FC ZT FC ZT FC ZT TT PDIT DPIT PDT TT FE FE FE FE PDSH FC ZT PDIT ST SC XCYA RTTT TT TT ST SC XCYA M M M M M M M M M M M CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MB 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: NO SCALE M823 CONTROL DIAGRAMS CARLSBAD SAFETY CENTER RENOVATION SS EG 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 100% COOLING SIGNAL 5% COOLING SIGNAL 0.15 CFM / FT ZONE CO CASE ZONE CO2 READING 15 CFM / PERSON 2 SENSOR OUTPUT, PPM MINIMUM ZONE AIRFLOW SETPOINT ZONE DAMPER MINIMUM OA AIRFLOW SETPOINT AIR HANDLER AIR HANDLER CONTROL BASED ON WORST 0% COOLING SIGNAL OUTDOOR AIR TEMP. 9NO SCALECHILLED WATER TEMPERATURE RESET SIZE MATERIAL DP/100 1/2 1 3 1.4 3/4 1-1/4 3 3 1.9 1 6 3 2.3 2 10 3 2.6 1-1/2 16 3 3 3 35 3 3.6 2-1/2 60 2.8 4 4922.1 2304 * NOT IN OCCUPIED SPACE. 3.0 6 * HEAT REQUESTS NOTES: OUTDOOR AIR TEMP. 10NO SCALE HOT WATER PRESSURE DEMAND RESET 11NO SCALEHOT WATER SUPPLY TEMPERATURE RESET 12NO SCALEHWS/R PIPE SIZING TABLE 6 6*660 3.0 0% OPEN 100% OPEN RETURN/EXHAUST DAMPERC H ILLED W A TE R V A LV E ACTUATOR POSITIONOSA TEMP. > RETURN TEMP.OSA TEMP. < RETURN TEMP. 1 2 3 4 5 6 7 2 4 4 3 2 RETURN/EXHAUSTOAD AND MOAD NUMBER OF COOLING REQUESTS PRESSURE REQUESTS 2 NOTES: Y° F 58° F 65° F OUTDOOR TEMPERATURE 3NO SCALEDEMAND RESET FOR SUPPLY AIR TEMPERATURE SETPOINT6NO SCALEDEMAND RESET FOR SUPPLY FAN PRESSURE SETPOINT 7NO SCALESUPPLY AIR TEMPERATURE SET POINT 8NO SCALEDCV CONTROL - -DAMPERKEY NOTES: GENERAL NOTES: HIGH VENTILATION LOW VENTILATION OAD 1NO SCALEVAV AIR HANDLER CONTROL WITH RETURN FAN 40 50 60 70 80 40CHILLED WATER TEMP.30 42 44 46 48 50 90 100 110 52 54 56 UPPER BOUND OF RESET RANGE LOWER BOUND OF RESET RANGE SHADED AREA IS RANGE OF DEMAND BASED RESET VEL. FPS MAX. FLOW COPPER L COPPER L COPPER L COPPER L COPPER L COPPER L STL. STND STL. STND STL. STND 0 1 2 3 54 -2 psig PRESSURE SETPOINT CHANGEPER TIME INTERVAL0 +2 psig NO SETPOINT CHANGE 40 50 60 70 80HOT WATER SUPPLY TEMP.30 110 120 130 140 150 160 170 180 UPPER BOUND OF RESET RANGE LOWER BOUND OF RESET RANGE SHADED AREA IS RANGE OF DEMAND BASED RESET 90 STL. STND 1. HEAT REQUEST GENERATED FOR EACH HEATING VALVE WHEN HOT WATER VALVE POSITION≥ 99% FULL TRAVEL. ASSIGN EACH VALVE A REQUEST VALUE OF 1 (ADJ.). 2. TREND EACH ZONE'S REQUEST. PRIORITY OF ZONE MAY BE INCREASED OR ELIMINATED BY ADJUSTING REQUEST VALUE. A ZERO VALUE ELIMINATES ZONE FROM AFFECTING PRESSURE SET POINT. 3. HW PUMP OPERATES ANYTIME SYSTEM IS SCHEDULED TO OPERATE, IN WARMUP, NIGHT SETBACK OR OFF HOUR USE AND A VALVE IS OPEN. BYPASS VALVE MAINTAINS MINIMUM FLOW. TOSA <TRA TOSA ≥TRA MODE MOAD OFF OR SD SHUTDOWN COOLING TOA > TRA > TSA COOLING + ECONOMIZER TS-SP < TOA ≤ TRA ECONOMIZER TOSA < TSA-SP & TMA ≥ TSA-SP WARM UP & NIGHT SETBACK COOL DOWN & NIGHT SETUP PURGE OPERATES NORMAL MODES - FOR 1 HOUR IMMEDIATELY PRIOR TO OCCUPANCY. OUTDOOR AIR SHALL BE MINIMUM OF SEC 120.1(b)2 OR 3 COMPLETE AIR CHANGES. RAD EAD PD SPACE TSA TMA TRA TOA AFS AFR VFD SF VFD RF CHW V CLOSED MOD (DCV) 100% OPEN MOD (TSA) CLOSED OPEN MOD (DCV) 100% CLOSED MOD (TS) OPEN OPEN CLOSED MOD (PS) MOD (PS) MOD (PS) MOD (PS) MOD (PS) 0 - - - - 0 0 AFOA = Ø AFOA = Ø OFF OFF CLOSED CLOSED CLOSED MOD (PDSA) MOD (TS) MOD (TS) MOD (TS) PDS ROOM PRESSURE SET POINT IS +0.03" W.G. (ADJ.). TSA SET POINT. REFER TO GRAPHIC 5 / M50.00.02 TMA MONITORS FOR PROPER DAMPER OPERATION. TRA USED FOR ECONOMIZER SWITCHOVER. TOA USED FOR ECONOMIZER SWITCHOVER. SUPPLY AIR FLOW USED FOR RETURN FAN TRACKING CONTROL. RETURN AIR FLOW SET POINT, AIRFLOW_AR , IS BASED ON EQUATION: LOW AIRFLOW_OSA = AIRFLOW_SA - AIRFLOW_RA + AIRFLOW_EA AIRFLOW_EA IS ADJUSTABLE CONSTANT TO ACCOUNT FOR BUILDING EXHAUST. FIELD DETERMINED BY TAB CONTRACTOR. REFER TO DETAIL 6 / M50.00.02 , SOLVE FOR AIRFLOW_RA. NOTES: T SA SET POINT IS 70° F (ADJ.) DURING MORNING WARM-UP AND NIGHT SETBACK. MOD = MODULATING (x) = CONTROLLED VARIABLE SP = SET POINT 0 1 2 3 54 -0.2 °F 0° F +0.2 °F 0 1 2 3 54 -0.04"PRESSURE SET POINTCHANGE PER TIMEINTERVAL-0.02" 0 +0.02" +0.04" COOLING REQUESTS GENERATED FOR EACH VAV TERMINAL WHEN ROOM TEMPERATURE COOLING LOOP ≥95%. ASSIGN EACH VAV TERMINAL A REQUEST VALUE OF 1 (ADJ.). TREND EACH ZONE'S REQUEST. PRIORITY OF ZONE MAY BE INCREASED OR ELIMINATED BY ADJUSTING REQUEST VALUE. A ZERO VALUE ELIMINATES ZONE FROM EFFECTING TEMPERATURE SET POINT.PRESSURE REQUEST GENERATED FOR EACH VAV TERMINAL WHEN VAV DAMPER POSITION ≥ 99% FULL TRAVEL. ASSIGN EACH VAV TERMINAL A REQUEST VALUE OF 1 (ADJ.). TREND EACH ZONE'S REQUEST. PRIORITY OF ZONE MAY BE INCREASED OR ELIMINATED BY ADJUSTING REQUEST VALUE. A ZERO VALUE ELIMINATES ZONE FROM AFFECTING PRESSURE SET POINT. 1000300650 1. EACH VAV TERMINAL W / CO2 CONTROL: MINIMUM AIRFLOW SET POINT IS PROPORTIONALLY RESET BETWEEN LOW MINIMUM & HIGH MINIMUM. SEE SCHEDULE FOR VALUES. 2. OUTDOOR AIRFLOW SETPOINT IS PROPORTIONALLY RESET BETWEEN LOW MINIMUM & HIGH MINIMUM. SEE AH SCHEDULE FOR VALUES. ZONE CO2 WITH HIGHEST READING CONTROLS AHU OA AIRFLOW SETPOINT. OA AIRFLOW HIGH AND LOW VALUES DETERMINED BY TOTAL OF OCCUPIED ZONES. X° F 65° F 70° FTSA SET POINT TEMPERATURE RESET DETERMINED BY ZONE TEMPERATURE COOLING REQUESTS. SEQUENCE IS ONLY ENABLED WHEN OUTDOOR TEMPERATURE IS BELOW 65° F AND DEWPOINT IS < 55°F. DEWPOINT IS CALCULATED FROM AMBIENT TEMPERATURE AND RH TRANSMITTERS LOCATED ON AH3 & AH7. AH3 IS GLOBAL VALUE FOR AH1-4. AH7 IS GLOBAL VALUE FOR AH 6-9 (ADJ.). REFER TO DETAIL 3 FOR DEMAND RESET. OUTDOOR RESET SEQUENCE. MAINTAIN CONSTANT LEAVING AIR TEMPERATURE.PER TIME INTERVALTEMPERATURESETPOINT CHANGEMOD (PDSA) MOD (PDSA) MOD (PDSA) MOD (PDSA) MOD (AFR) MOD (AFR) MOD (AFR) MOD (AFR) MOD (AFR) ECONOMIZER ENABLED DURING COOL DOWN AND NIGHT SETUP MECHANICAL SPACE CONDITIONING SYSTEMS SUPPLYING HEATED OR COOLED AIR TO MULTIPLE ZONES (REHEAT VAV OR CONSTANT VOLUME SYSTEMS) MUST INCLUDE CONTROLS THAT AUTOMATICALLY RESET THE SUPPLY AIR TEMPERATURE IN RESPONSE TO REPRESENTATIVE BUILDING OR TO OUTDOOR AIR TEMPERATURE. THE CONTROLS MUST BE CAPABLE OF RESETTING THE SUPPLY AIR TEMPERATURE AT 25% OF THE DIFFERENCE BETWEEN DESIGN SUPPLY AIR AND DESIGN ROOM TEMPERATURE PER SECTION 140.4(F)OF THE 2013 ENERGY EFFECIENCY STANDARDS. GENERAL NOTES: MINIMUM RATE OF OUTDOOR AIR REQUIRED BY SECTION 120.1(b)2 SHALL BE SUPPLIED TO EACH SPACE AT ALL TIMES THE SPACE IS OCCUPIED. AF MOA Ø NA NA Ø OAD CLOSED CLOSED 100% OPEN CLOSED CLOSED MOD (TSA) CLOSED NOTES: ECONOMIZER DAMPER MINIMUM OA DAMPER MOAD MODULATION LOWER LIMIT WHEN MOA FLOW = VENTILATION SET POINT. VENTILATION SET POINT = OUTDOOR AIRFLOW SET POINT PER DETAIL 6 / M50.00.02 X = ANY TEMPERATURE BELOW 65° F Y = DESIGN SUPPLY AIR TEMPERATURE. SEE AH SCHEDULE) MOAD AND RAD MODULATE FOR MINIMUM VENTILATION AIR 52 53 54 55 56 57 58 52 53 54 55 56 57 58 52 53 54 55 56 57 58 52 59 54 57 58 52 59 54 57 58 52 53 54 55 56 57 58 59 60 60 60 1 2 3 1 2 3 64 63 61 60 62 63 60 61 62 63 64 65 65 CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MB 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: NO SCALE M824 CONTROL DIAGRAMS CARLSBAD SAFETY CENTER RENOVATION SS EG 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 X 2,3 C 1 CRAC 1 C E E C C M M C C M M M M C E E V V V V M M M M F V M V M C Y2 Y1 G Rc C Rh W1 W2 DI-1 Y2 Y1 G R C W1 W2 DO COOL 2 DO COOL 1 DO FAN POWER-COOL COMMON POWER-HEAT DO HEAT 1 DO HEAT 2 FDD ALARM FROM RTU COOL 2 COOL 1 FAN POWER COMMON HEAT 1 HEAT 2 AC UNIT SHUT DOWN 1. BELIMO OSA DAMPER ACTUATOR 1. 2. L N G CN1 G CIRC. BRKR. 120V/ 1∅ E C N NETWORK CARRIER RTU OPEN BOARD BACNET MS/TP OR LONWORKS DI-2 OCCUPANCY STATUS DOFDD M DI AI (N) AIAOAO PS DI AIAO AI PS UC210 AI UC210 TSP 0-10VDC 10KTSP 0-10VDC WIRED WALL UNIT SETPOINT TEMPERATURE 2121 21 22 22 (N) 22 WIRED WALL UNIT SETPOINT TEMPERATURE DIOCC AICO2NETWORKBACNET MS/TP OR LONWORKS 1NO SCALE2 & 4-TON AC-RTU OPEN WIRING DIAGRAM (WITH CANFAB ECONOMIZER W/ BAROMETRIC PRESSURE RELIEF)7NO SCALEEXHAUST FAN WIRING 2NO SCALETYPICAL VAV TERMINAL CONTROLLER8NO SCALETOILET EXHAUST FAN WIRING 3NO SCALETYPICAL VAV / REHEAT TERMINAL CONTROLLER COMPONENTS ON ROOF CONTROLLER DETAIL APPLIES TO A/C UNITS WHERE ECONOMIZER IS REQUIRED OR NOT FOR T-24. FOR THOSE UNITS THAT ARE BELOW 54000 BTU ECONOMIZER IS USED TO PROVIDE MOTORIZED "SHUT-OFF" AND DEMAND VENTILATION ADJUSTMENT OF MINIMUM OUTSIDE AIR. GENERAL NOTES: VARI GREEN FACTORY MOUNTED SPEED CONTROL Speed A Adjustment Speed B Adjustment Green indicator light Power present LOW VOLTAGE (≤10V), ROUTE AWAY FROM HIGH VOLTAGE LINES AND USE SHIELDED CABLE. MAX 100 FT. Red Black White COM24V0-10VCOMABL2(115V-230V)NEUTRALL1(115V-230V)Dry Contact Input Digital Input *NOTE: BLACK WIRE NOT USED ON SOME MOTORS. CONFIRM WITH SUBMITTAL 2 X 4 JUNCTION BOX WITH TOGGLE DISCONNECT EC Motor 115V COMPONENTS FACTORY INSTALLED IN FAN GENERAL NOTES: FANS: CONTROLLER FACTORY MOUNTED ON FAN. ONE SPEED FAN APPLICATION APPLIES TO FANS INTRLOCKED TO AN RTU. FANS OPERATE AT SET SPEED WHEN COMMANDED ON AND ARE OFF WHEN RTU IS OFF. TAB CONTRACTOR ADJUSTS "A" SPEED DIAL TO ACHIEVE DESIGN AIRFLOW. "B" DIAL IS SET TO ZERO. IF "B" DIAL LOWEST SETTING DOES NOT SHUT OFF FAN, DISCONNECT AND CAP THE "B" WIRE. MARK "A" SETTING ON CONTROLLER. NOTE "B" IS "OFF" EXISTING RELAY FOR FAN TO BE INTERLOCKED WITH (E) XXX LEVITON IPV15 OCCUPANCY/VACANCY SENSOR, WALL MOUNTED SPACE OCC SENSOR HW COIL & VALVE SA TEMP.HW VALVECOMMANDVAV DAMPER 120V/1Ø VAV-X DIGITAL CONTROLLER OCCUPANCY(N)FLOW SENSOR VAV DAMPERCOMMANDAIR FLOWVAV DAMPER 120V/1Ø VAV-X DIGITAL CONTROLLER OCCUPANCYCARBONDIOXIDE(N)FLOW SENSOR DPT PLUGS IN TO CONTROLLER BOARD VAV DAMPERCOMMANDCARBONDIOXIDEDPT PLUGS IN TO CONTROLLER BOARD AIR FLOWMEDIUM PRESSURE SA FROM MAIN MEDIUM PRESSURE SA FROM MAIN LOW PRESSURE SA TO SPACE LOW PRESSURE SA TO SPACE REFER TO PLANS FOR ROOMS WITH CO2 TRANSMITTER REFER TO PLANS FOR ROOMS WITH OCCUPANCY SENSOR REFER TO PLANS FOR ROOMS WITH CO2 TRANSMITTER REFER TO PLANS FOR ROOMS WITH OCCUPANCY SENSOR (N) PICV HOT WATER VALVE SPACE CO2 SENSOR COMPONENTS IN SPACEHR INTERLOCK49H CANBUS49L74.174.274.374.574.474.6ALARMDOWNSHUTALARMREMOTESHUT DOWNJUMPER DI DI TO BAS 480V/3∅/60Hz 7576ALARMDI TO BAS88 89DICONDENSATEHIGH LEVEL49.1 CANBUS49.3SU70 HR71 INTERLOCKBELDEN 89207 TSP3738SHUT DOWNREMOVE JUMPER ETH.1ETH.2P67P64P672T 2T 2T PS 120VAC/1∅ ETHERNET SWITCHBAS 8 PORT CAT6 MODBUS TCP CRAC CRAC TO FACILITY ETHERNET LIEBERT VNSA 8 PORT SWITCH PS 120/1∅ CAT6 CAT6 TSP BELDEN 89207 TSP UPPER ICOM DISPLAY ICOM I/O IS-UNITY-DP GATEWAY 38.138.2480/3∅/60Hz A1 A2 7071DI72RELAY K1 CALL FORCHILLED WATERLOWER UPPER LOWER UPPER LOWER CANBUS CRAC A4 MODBUS TCP PS 120/1∅P649NO SCALECRAC UNIT WIRING DIAGRAM73 MotorOutFUSED DISC CB AI TO BAS CURRENT TRANSDUCERAI TO BAS TSP TSP CURRENT TRANSDUCER FUSED DISC CB COORDINATE W/ FIRE ALARM CONTRACTOR FOR SYSTEM SHUTDOWN ON ROOM AREA DETECTION CONFIGURE FOR END OF LINE CRAC A1 CRAC A4 CRAC A2 WALL MOUNT DISPLAY ICOM CONTROL PANEL CONTROL PANEL TEMPERATURE SENSORS MOUNTED IN SERVER RACK DPT ZI DPT ZI ZI AC 1,2 OCC PEL PEH PEL PEH FC FC TE FC TIT TC CIT OS CIT OS TIT TC CO2 TE TE TE TE TE TE E F 8 E VV V M CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MB 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: NO SCALE M825 CONTROL DIAGRAMS CARLSBAD SAFETY CENTER RENOVATION SS EG 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MB 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: NO SCALE M901 TITLE 24 DOCUMENTATION CARLSBAD SAFETY CENTER RENOVATION SS EG 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MB 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: NO SCALE M902 TITLE 24 DOCUMENTATION CARLSBAD SAFETY CENTER RENOVATION SS EG 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 FIXTURE FLOW RATES FIXTURE TYPE MAXIMUM FLOW RATE LAVATORY FAUCETS NONRESIDENTIAL KITCHEN FAUCETS WASH FOUNTAINS METERING FAUCETS METERING FAUCETS FOR WASH FOUNTAINS FLUSHOMETER VALVE WATER CLOSETS URINALS GRAVITY TANK TYPE WATER CLOSETS FLUSHOMETER TANK WATER CLOSETS ELECTROMECHANICAL HYDRAULIC WATER CLOSETS 2 GPM @ 80 PSI 0.35 GPM @ 60 PSI 1.8 GPM @ 60 PSI 1.8 [ RIM SPACE (IN.) / 20 GPM @ 60 PSI ] 0.2 GALLONS / CYCLE 0.20 [ RIM SPACE (IN.) / 20 GPM @ 60 PSI ] 1.28 GALLONS / FLUSH 0.5 GALLONS / FLUSH 1 1.28 GALLONS / FLUSH 1 1.28 GALLONS / FLUSH 1.28 GALLONS / FLUSH SHOWERHEADS ABBREVIATIONSYMBOL DESCRIPTION PARTIAL LIST OF APPLICABLE NFPA STANDARDS NFPA 13, AUTOMATIC SPRINKLER SYSTEMS, 2016 EDITION NFPA 51, DESIGN AND INSTALLATION OF OXYGEN-FUEL GAS SYSTEMS FOR (NOTE: SEE UL STANDARD 1971 FOR "VISUAL DEVICES") REFERENCE CODE SECTION FOR NFPA STANDARDS - CBC (SFM) CHAPTER 35. ASME A17.1-2016 ASME A18.1-2014 NFPA 72, NATIONAL FIRE ALARM CODE (CALIFORNIA AMENDED) 2016 EDITION WELDING, CUTTING, AND ALLIED PROCESSES. 2016 EDITION 2019 CALIFORNIA HISTORICAL BUILDING CODE, PART 8, CBSC 2019 CALIFORNIA PLUMBING CODE (CPC), PART 5, CBSC 2019 CALIFORNIA MECHANICAL CODE (CMC), PART 4, CBSC 2019 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, CBSC 2019 CALIFORNIA FIRE CODE, PART 9, CBSC 2019 CALIFORNIA ENERGY CODE, PART 6, CBSC 2019 CALIFORNIA BUILDING CODE (CBC), PART 2, CBSC 2019 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE, PART 1, CBSC 2019 CALIFORNIA REFERENCED STANDARDS, PART 12, CBSC 2019 CALIFORNIA GREEN BUILDING CODE. 1 1 1 INCLUDES SINGLE AND DUAL FLUSH WATER CLOSETS WITH AN EFFECTIVE FLUSH OF 1.28 GALLONS OR LESS: SINGLE FLUSH TOILET - THE EFFECTIVE FLUSH VOLUME SHALL NOT EXCEED 1.28 GALLONS (4.8 LITERS). THE EFFECTIVE FLUSH VOLUME IS THE AVERAGE FLUSH VOLUME WHEN TESTED IN ACCORDANCE WITH ASME A 112.19.233.2. DUAL FLUSH TOILETS - THE EFFECTIVE FLUSH VOLUME SHALL NOT EXCEED 1.28 GALLONS (4.8 LITERS). THE EFFECTIVE FLUSH VOLUME IS DEFINED AS THE COMPOSITE, AVERAGE FLUSH VOLUME OF TWO REDUCED FLUSHES AND ONE FULL FLUSH. FLUSH VOLUMES WILL BE TESTED IN ACCORDANCE WITH ASME A 112.19.2 ASME A 112.19.14. A. OMISSIONS AND OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF AND RESOLVED WITH THE ARCHITECT PRIOR TO PROCEEDING WITH ANY OF THE AFFECTED WORK. B. MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF CBC AND CPC. C. THE PLUMBING CONSTRUCTION DOCUMENTS REPRESENT THE INTENT OF PLUMBING AND PIPING SYSTEMS, NOT THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL LABOR, MATERIALS, EQUIPMENT AND ACCESSORIES NECESSARY TO ACHIEVE THE FINISHED SYSTEMS. D. FIELD VERIFY AND COORDINATE WITH ELECTRICAL SYSTEMS INSTALLER EXACT ELECTRICAL REQUIREMENTS OF PLUMBING PRODUCTS REQUIRING POWER. E. ELECTRICAL POWER CONNECTIONS SHALL BE MADE BY ELECTRICAL SYSTEMS INSTALLER UNDER PROVISIONS OF DIVISION 26. 1. MINIMUM OF 50% OF NON HAZARDOUS CONSTRUCTION WASTE SHALL BE RECYCLE MATERIAL PER CGC 5.713.8.1. 2. TESTING AND ADJUSTING OF NEW SYSTEMS SHALL COMPLY AS OUTLINED IN CGC SECTION 5.713.10.4.2. 3. OPERATIONS AND MAINTENANCE SCHEDULE (O&M) AS LISTED IN CGC SECTION 5.713.10.4.5 SHALL BE DELIVERED TO THE BUILDING OWNER OR REPRESENTATIVE AND THE FACILITIES OPERATOR. 4. DURING CONSTRUCTION, ENDS OF DUCT OPENING SHALL BE SEALED, AND MECHANICAL EQUIPMENT SHALL BE COVERED. CGC 5.714.4.3. 5. VOC'S MUST COMPLY WITH THE LIMITATIONS LISTED IN SECTION 5.504.4 AND TABLES 4.504.1, 5.504.4.1, 5.504.4.2, 5.504.4.3 AND 5.504.4.5 FOR: ADHESIVES, SEALANTS, PAINTS, AND COATINGS, CARPET AND COMPOSITION WOOD PRODUCTS. CGC 5.714.4.4 . 6. PRIOR TO FINAL APPROVAL OF THE BUILDING THE LICENSED CONTRACTOR, ARCHITECT OR ENGINEER IN RESPONSIBLE CHARGE OF THE OVERALL CONSTRUCTION MUST COMPLETE AND SIGN THE CITY APPROVED GREEN BUILDING STANDARDS CERTIFICATION FORM OR OTHER DOCUMENTATION REQUIRED BY THE CITY AND BE GIVEN TO THE BUILDING DEPARTMENT OFFICIAL PRIOR TO BUILDING FINAL APPROVAL. ALL PLUMBING FIXTURE ON PLUMBING FIXTURE AND EQUIPMENT SCHEDULES MEET THE REQUIREMENTS OF CALIFORNIA GREEN CODE 2019. ·WATER REDUCTION 5.303.2 ·WATER CONSERVING PLUMBING FIXTURES AND FITTINGS 5.303.3 ·WATER CLOSET 5.303.3.1 ·URINALS 5.303.3.2 ·WASTE WATER REDUCTION 5.303.4 ·STANDARDS FOR PLUMBING FIXTURE AND FITTINGS 5.303.6 ·CPC CHAPTER 17 DIVISION 22 - PLUMBING ·PLUMBING FIXTURE AND ACCESSORIES PROVIDED IN A TOILET ROOM OR BATHING ROOM REQUIRED TO COMPLY WITH CBC SECTION 11B-213.2 SHALL COMPLY WITH CBC SECTION 11B-213.3. ·EFFECTIVE MARCH 1, 2017, ALL SINGLE-USER TOILET FACILITIES SHALL BE IDENTIFIED AS GENDER NEUTRAL FACILITIES BY A DOOR SYMBOL THAT COMPLIES WITH CBC SECTIONS 11B-216.8 AND 11B-703.7.2.6.3. NO PICTOGRAM, TEXT OR BRAILLE IS REQUIRED ON THE SYMBOL. IF TACTILE JAMB SIGNAGE IS PROVIDED, THE SIGNAGE SHALL COMPLY WITH THE APPROPRIATE TECHNICAL REQUIREMENT OF CEC SECTION 11B-703, EXAMPLES OF APPROPRIATE ARE "ALL-GENDER RESTROOM". "RESTROOM" OR "UNISEX RESTROOM". DSA BU 17-01. ·ACCESSIBLE PLUMBING FIXTURES SHALL COMPLY WITH ALL THE REQUIREMENTS IN CBC DIVISION 6. ·CLEARANCE AROUND ACCESSIBLE WATER CLOSET AND IN TOILET COMPARTMENT SHALL BE 60 INCHES MINIMUM MEASURED PERPENDICULAR FROM THE SIDE WALL AND 56 INCHES MINIMUM MEASURED PERPENDICULAR FROM REAR WALL PER CBC SECTION 11B-604.4.1. ·HEIGHTS AND LOCATION OF ALL ACCESSIBLE FIXTURES SHALL BE MOUNTED ACCORDING TO CBC SECTIONS 11B-602 THROUGH 11B-612. ·ACCESSIBLE FIXTURE CONTROLS SHALL COMPLY WITH CBC SECTIONS 11B-602.3 FOR DRINKING FOUNTAINS, 11B-604.6 FOR WATER CLOSETS, 11B-604.9.5 FOR CHILDREN'S WATER CLOSETS, 11B-605.4 FOR URINALS, 11B-606.4 FOR LAVATORIES AND SINKS, 11B-607.5 FOR BATHTUBS, 11B-608.5 FOR SHOWER, AND 11B-611.3 FOR WASHING MACHINES AND CLOTHES DRYERS. ·ACCESSIBLE LAVATORIES AND SINK SHALL BE MOUNTED WITH THE FRONT OF THE HIGHER OF THE RIM OR COUNTER SURFACE 34" MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. DEPTH OF LAVATORIES OR SINKS SHALL NOT INTERFERE WITH KNEE AND TOE CLEARANCE PROVIDED IN ACCORDANCE WITH CBC SECTION 11B-306 WHEN A FORWARD APPROACH IS REQUIRED. CBC SECTIONS 11B-606.3 AND 11B-606.7. ·WATER SUPPLY AND DRAIN PIPES UNDER ACCESSIBLE LAVATORIES AND SINKS SHALL BE INSULATES OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER ACCESSIBLE LAVATORIES AND SINKS. CBC 11B-606.5 YB CFH CUBIC FEET PER HOUR YARD BOX HWR (E)W SOV IN YB S OR W S OR W DN BEL ABV W/ CLG FLR CONN I.E. AP POC VTR COTG GC CV SOV COYB WCO (E) G G HWR (E) G G FCO HW CD CW CD V DOWN BELOW ABOVE WITH CEILING FLOOR VENT THRU ROOF POINT OF CONNECTION CONNECTION INVERT ELEVATION ACCESS PANEL CLEANOUT TO GRADE WALL CLEANOUT CLEANOUT IN YARDBOX SHUT-OFF VALVE IN YARD BOX CHECK VALVE SHUT-OFF VALVE GAS COCK HOT WATER RETURN GAS (LOW PRESSURE) EXISTING GAS HOT WATER FLOOR CLEANOUT EXISTING SOIL OR WASTE SANITARY VENT COLD WATER CONDENSATE DRAIN SOIL OR WASTE (BELOW GRADE) SOIL OR WASTE (ABOVE GRADE) (E) CW (E) CW EXISTING COLD WATER (E) HW (E) HW EXISTING HOT WATER (E) HWR (E) HWR EXISTING HOT WATER RETURN (E) CD (E) CD EXISTING CONDENSATE DRAIN (E) V (E) V EXISTING VENT (E) W (E) W EXISTING WASTE POD POINT OF DISCONNECTION UP UP PIPING DOWN DOWN PIPING GPM GALLON PER MINUTE MEP AHJ AUTHORITY HAVING JURISDICTION MECHANICAL ELECTRICAL PLUMBING WHA WATER HAMMER ARESTOR TP TRAP PRIMER DEMO DEMOLITION BV BALL VALVE ESW EMERGENCY SHOWER EYEWASH F F FIRE SPRINKLER LINE SHEET INDEXCALGREEN MANDATORY MEASURES PROJECT NOTES GREEN BUILDING STANDARD NOTES GENERAL NOTES APPLICABLE CODES AND STANDARD CALIFORNIA GREEN CODE NOTES LEGEND CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO.DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MB 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: 12" = 1'-0" P001 NOTES, LEGEND AND ABBREVIATIONS CARLSBAD SAFETY CENTER RENOVATION DT AA 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 SHEET NO.SHEET TITLE SCALE P001 NOTES, LEGEND AND ABBREVIATIONS NO SCALE P002 SCHEDULES NO SCALE P101 PLUMBING SITE PLAN 1"=20' P201 DEMOLITION FLOOR PLAN - LEVEL 1 1/8"=1'-0" P202 DEMOLITION FLOOR PLAN - LEVEL 2 1/8"=1'-0" P205 PROPOSED FLOOR PLAN - LEVEL 1 1/8"=1'-0" P207 PROPOSED FLOOR PLAN - LEVEL 2 1/8"=1'-0" P211 ROOF PLAN 1/8"=1'-0" P501 ENLARGED PLUMBING PLANS 1/4"=1'-0" P801 DETAILS NO SCALE P901 ISOMETRIC RISER DIAGRAMS NO SCALE CAST IRON SOIL PIPE & FITTINGS WITH 4-BAND HEAVY DUTY STAINLESS STEEL COUPLING CAST IRON SOIL PIPE & FITTINGS WITH 4-BAND HEAVY DUTY STAINLESS STEEL COUPLING CPVC SCHEDULE 80 CPVC SCHEDULE 80 CAST IRON SOIL PIPE & FITTINGS WITH 4-BAND HEAVY DUTY STAINLESS STEEL COUPLING CAST IRON SOIL PIPE & FITTINGS WITH 4-BAND HEAVY DUTY STAINLESS STEEL COUPLING CAST IRON SOIL PIPE & FITTINGS WITH 4-BAND HEAVY DUTY STAINLESS STEEL COUPLING DOMESTIC COLD & HOT WATER UNDERGROUND ABOVE GROUND RIGID COPPER (TYPE K) LEAD FREE BRAZED OR PROPRESS RIGID COPPER (TYPE L) SANITARY WASTE/ SEWER UNDERGROUND HUBLESS ABOVE GROUND HUBLESS SANITARY VENT ALL PIPE PENETRATION SHALL BE PROVIDED WITH PIPE SLEEVES IN COMPLIANCE WITH CPC 2019 313.0 AND 313.10. NOTE: ALL BRAZED AND SOLDERED JOINTS SHALL BE LEAD FREE. EXPOSED VENT PIPE SHALL BE GALVANIZED PER PLUMBING SPECIFICATIONS ALL EXISTING CONDENSATE PIPING ABOVE CEILING SHALL BE INSULATED WITH 1/2" ARMAFLEX INSULATION FOR CONDENSATION CONTROL. LEAD FREE SOLDERED OR PROPRESS ALL PIPE PENETRATION SHALL BE PROVIDED WITH PIPE SLEEVES IN COMPLIANCE WITH CPC 2019 313.0 AND 313.10. HOT WATER IS INSULATED WITH 1-1/2" FIBERGLASS. ALL PIPE PENETRATION SHALL BE PROVIDED WITH PIPE SLEEVES IN COMPLIANCE WITH CPC 2019 313.0 AND 313.10. ALL PIPE PENETRATION SHALL BE PROVIDED WITH PIPE SLEEVES IN COMPLIANCE WITH CPC 2019 313.0 AND 313.10. CONDENSATE ABOVE GROUND (INDOOR) ABOVE GROUND (ON ROOF) SOLVENT CEMENTED ALL PIPE SUPPORT SHALL BE PROVIDED AS REQUIRED BY CPC TABLE 313.3. PROVIDE TRANSITION FITTING FROM CPVC PIPE TO COPPER PIPE ABOVE ROOF. ABOVE GROUND (INDOOR) HUBLESS ALL PIPE PENETRATION SHALL BE PROVIDED WITH PIPE SLEEVES IN COMPLIANCE WITH CPC 2019 313.0 AND 313.10.UNDERGROUND ALL PIPE PENETRATION SHALL BE PROVIDED WITH PIPE SLEEVES IN COMPLIANCE WITH CPC 2019 313.0 AND 313.10.HUBLESS ABOVE GROUND (EXTERIOR) ALL PIPE PENETRATION SHALL BE PROVIDED WITH PIPE SLEEVES IN COMPLIANCE WITH CPC 2019 313.0 AND 313.10.HUBLESS (COORDINATE WITH SPECIFICATION) (COORDINATE WITH SPECIFICATION) SOLVENT CEMENTED ALL PIPE SUPPORT SHALL BE PROVIDED AS REQUIRED BY CPC TABLE 313.3. PROVIDE TRANSITION FITTING FROM CPVC PIPE TO COPPER PIPE ABOVE ROOF. SERVICES LOCATION MATERIAL JOINING METHOD REMARKS SERVEDSYMBOLAREA LOCATION MANUFACTURER AND MODEL NO. MAXIMUM OPERATING PRESSURE PSI MAXIMUM ACCEPTANCE VOLUME (GAL.) TANK DIAMETER (INCHES) OPERATING WEIGHT (LBS.) AMTROL THERM-X-TROL ST-12C 6.4 12 50 - REMARKS 150 TANK HEIGHT (INCHES) 18JANITOR ROOM AT GRID 10-K ENTIRE BUILDING 9-110 1115 60 REMARKSHZ∅V MOTOR ---- TDH HEADGPM CAPACITY AND MODEL NO. MANUFACTURER SERVICESYMBOLLOCATION GRUNDFOS HOT WATER RETURN JANITOR ROOM AT GRID 10-K WATTS (MIN.-MAX.) UPS15-55SFC EXISTING WATERWATERGASCOLDHOTVENTWASTEDESCRIPTION ROUGH-IN CONNECTIONS FIXTUREITEM 2"1/2" --KS-1 1/2"1 -1/2" 2"--S-1 1/2"1 -1/2" 2"----FD-1 1/2"1 -1/2" ------ESH-1 1 1/4"-- --1"WH-1 1"-- 1/2" 1" ELECTRIC 2"----WATEREWC-1 1/2"1 -1/2" COOLER (ADA) 2"----TD-1 1/2"1 -1/2" 2"----TD-2 1/2"1 -1/2" -----TP-1 1/2"- JUST MODEL NO. SLADA 2019; J-35 STRAINER, LA PATTERN P TRAP JUST FAUCET 1174. TRU BRO PIPE PROTECTION SLOAN 1/4 TURN STOPS, BRASS CRAFT STAINLESS STEEL FLEXIBLE HOSE CONNECTIONS J. R. SMITH MODEL 2005YB-CP WITH TRAP PRIMER CONNECTION HAWS EMERGENCY COMBO UNIT MODEL 8300-8309 COMPLETE WITH EYE WASH WITH THERMOSTATIC MIXING VALVE 9201E. DUST COVER KITCHEN SINK(ADA) KITCHEN SINK(ADA) JUST MODEL NO. SLX 2019-16-GR; 10 1/2" DEEP, FAUCET J-35 STRAINER, LA PATTERN P TRAP JUST FAUCET 1174. TRU BRO PIPE PROTECTION SLOAN 14 TURN STOPS, BRASS CRAFT STAINLESS STEEL FLEXIBLE HOSE CONNECTIONS FLOOR DRAIN EMERGENCY SHOWER COMBO UNIT WATER HEATER J.R SMITH FIG. 9667 -SPGTRENCH DRAIN J.R SMITH FIG. 9667 -SPG WITH TRAP PRIMER CONNECTION.TRENCH DRAIN PPPI OREGON 1TRAP PRIMER CS-1 ANT-1 CIRCUIT SETTER ACID NEUTRALIZING TANK 2"1 1/2"---- -- -------- --THERM OMEGA TECH 3/4" CIRCUIT SETTER WITH BALL VALVES AND STRAINER REMOVE AND REPLACE EXISTING WATER HEATER WITH SIMILAR TANK , FLUE SIZE AND GAS INPUT. BRADFORD WHITE MODEL D100T-199E-3N. 199,999 BTUH INPUT, 100 GALLON STORAGE, 194 GPH AT 100 DEGREES RISE. OPERATIONAL WEIGHT 1500LBS REFURBISH AND LEAVE IN OPTIMUM WORKING ORDER T&C NEUTRALIZING TANK MODEL NT-15, 15GALLON TANK, 18X15 ET-1 (E) CP-1 ELKAY MODEL EZWS-EDFPBM117K WITH BOTTLE FILLER, BI-LEVEL ELECTRIC WATER COOLER. 1/4HP, 115V, 1PH, 60 HZ. 8GPH., 18 GAGE 304 STAINLESS STEEL BOWL. MECHANICALLY ACTIVATED BUBBLER OR A PUSHBUTTON AND ELECTRONICALLY OPERATED WATER BOTTLE FILLER. ADA STANDARD PERSON AND ADA CHILD REQUIREMENTS WHEN MOUNTED APPROPRIATELY. PROVIDE COMPLETE WITH MOUNTING FRAME AND FILTER. ELECTRIC 2"----WATEREWC-2 1/2"1 -1/2" COOLER (ADA) ELKAY MODEL EZWS-EDFPBM114K WITH BOTTLE FILLER, ELECTRIC WATER COOLER. 1/4HP, 115V, 1PH, 60 HZ. 8GPH., 18 GAGE 304 STAINLESS STEEL BOWL. MECHANICALLY ACTIVATED BUBBLER OR A PUSHBUTTON AND ELECTRONICALLY OPERATED WATER BOTTLE FILLER. ADA STANDARD PERSON AND ADA CHILD REQUIREMENTS WHEN MOUNTED APPROPRIATELY. PROVIDE COMPLETE WITH MOUNTING FRAME AND FILTER. 2"--SHOWERSH-2 1/2"1 -1/2" SIMMONS "ALLURA" SHOWER VALVE ASSEMBLY MODEL NO. 4705 TRMTC, 1.5GPM FLOW RESTRICTOR, TEMPERATURE PRESSURE BALANCING FLOW CONTROL VALVE COMPLETE WITH SPINDLE, LEVER HANDLE, METAL DIVERTER, SHOWER HEAD, HAND HELD SHOWER, 60" FLEXIBLE STAINLESS STEEL HOSE WITH QUICK DISCONNECT, 36" SLIDING BAR/GRAB BAR WITH ADA WAND. VACUUM BREAKER. UNIT SHALL BE COMPLETE WITH ALL APPURTENANCES READY FOR INSTALLATION AND OPERATION. UNIT SHALL BE CHROME PLATED. 1/2" 2"--SHOWERSH-1 1/2"1 -1/2" SIMMONS "ALLURA" SHOWER VALVE ASSEMBLY MODEL NO. S4701 TRMTC, 1.5GPM FLOW RESTRICTOR, TEMPERATURE PRESSURE BALANCING FLOW CONTROL VALVE COMPLETE WITH SPINDLE, LEVER HANDLE, SHOWER HEAD, SHOWER VALVE, SHOWER VALVE TRIM, METAL INSERTS SHOWER HANDLE. UNIT SHALL BE COMPLETE WITH ALL APPURTENANCES READY FOR INSTALLATION AND OPERATION. UNIT SHALL BE CHROME PLATED. 1/2" (ADA) FS-1 FLOOR SINK 2"1 1/2"---- --J.R. SMITH FIG. 3100Y TMV-1 THERMOSTATIC MIXING VALVE -------- --BRADLEY MIXING VALVE MODEL S19-2150, 15 GPM @ 10 PSI DROP. IMB-1 ICE MAKER BOX --------OTEY MODEL 38486 WITH ADJUSTABLE BRACKETS AND FACE PLATE 1/4 TURN BALL VALVES1/2" PLUMBING FIXTURE AND EQUIPMENT SCHEDULE PIPE MATERIALS EXPANSION TANK SCHEDULE EXISTING HOT WATER RETURN PUMP SCHEDULE CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MB 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: P002 SCHEDULES CARLSBAD SAFETY CENTER RENOVATION DT AA 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 REF.(E)GAS METER GAS BUILDING LOAD EXISTING = 70 CFH APPROX. LOCATION OF EXISTING 3/4" GAS LINE TO REMAIN COTG APPROX. LOCATION OF EXISTING 4" SS EXISTING 3"CW SCALE: 1" = 20'-0" P101 1 PLUMBING SITE PLAN CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MB 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: 1" = 20'-0" P101 PLUMBING SITE PLAN CARLSBAD SAFETY CENTER RENOVATION DT AA 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20SCALE: 1" = 20'-0" (1:240) 0'10 20 40 80N KEYNOTES FD FD FDFD FD 1 2 3 4 5 6 7 8 9 10 11 12 133.1 A B C D E F G H AA 3 (E)2"W (E)2"W 72 21 21 3 4 5 5 21 73 (E)3/4"CW (E)4"S(E)4"S (E)4"S (E)1 1/4"HW(E)2"CW (E)3/4"HW(E)3/4"HW(E)2"W1/2" AIR(E)3/4"G(E)1 1/4"CW(E)1 1/4"HW(E)2"CW(E)1 1/2"HW(E)4"S(E)3/4"CW (E)2 1/2"HW (E)2"W 2" (E)2 1/2" STORAGE 185 SALLY PORT 181 PROPERTY & EVIDENCE 159 NARCOTICS 158 CORRIDOR 193 MECH EQUIP 171 CRIME ANALYST 141 WOMEN'S 168 ELEV. #2 EL02 VESTIBULE ROOM 199 CORRIDOR 191 ELEV EQUIP 172 STAIR #2 ST02 METER ROOM 173 PHYSICAL FITNESS 161 VESTIBULE 162 MEN'S 163 MEN'S LOCKERS 164 VEST 166 TRAFFIC SUPERVISOR 108 LOBBY 101 CORRIDOR MEN WOMEN RECORDS SUPERVISOR 110 STAIR #1 ST01 ELEV. #1 EL01 ELEV EQUIP 175 CORRIDOR 196 MASTER MPOE / MDF ROOM 143 CORRIDOR 192 ELECT. 142 EVIDENCE LOCKERS 194 DISPATCH CENTER 144 WOMEN 148 MEN 149 CORRIDOR 195 WATCH COMMANDER 133 BRIEFING 121 ELEC. ROOM 174 (E)1 1/2"V (E)3/4"G" (E)2"W (E)3"CW (E)2 1/2"(E)1"HWR(E)2 1/2"CW(E)4"S4 (E) VENT TO REMAIN 4 4 CORRIDOR 197 1 2 3 INTERVIEW 164 EVIDENCE VEHICLES 136 DRYING ROOM / CHEMICAL STORAGE 184 WOMENS LOCKER 120 SHOWER #2 153 DRYING 153 SHOWER #1 153 VESTIBULE 167 SHOWER #4 153 TRAFFIC 106 PUBLIC RELATIONS 103 CRIME PREVENT 103A FINGER PRINTING 104 ATRIUM 103 RECORD 168 INTERVIEW /PRESS 165 WORK 166 STORAGE 167 WATCH COMMAND 168 COMM/ SUPERVISOR 110 LOUNGE/ STORAGE 111 A.V. EQUIP 160 COFFEE 123 WET CLOSET 157A SGT 157 SGT 156 STORAGE 155 REPORT WRITING 154 FIELD EQUIP. 153 ARMORY 152 OFFICE 150 (E)3" VTR FD-1 3 4 3 3 (TYP. 2) 3 21 4 4 1 6 2(E) GAS LINE FROM (E) GAS METER (E) 3"CW LINE TO REMAIN (E)4"COTG 1 4 2 3 7 44 1 4 2 3 (E)2 1/2"HW (E)3/4"CW (E)1"HWR (E)3/4"CW & HW UP TO 2ND FLOOR 2 2 SCALE: 1/8" = 1'-0" P201 1 DEMOLITION FLOOR PLAN - LEVEL 1 CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MB 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: 1/8" = 1'-0" P201 DEMOLITION FLOOR PLAN -LEVEL 1 CARLSBAD SAFETY CENTER RENOVATION DT AA 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 0'4'8'16'32'N SCALE: 1/8" = 1'-0" (1:96) KEYNOTESKEYNOTES REMOVE EXISTING FIXTURE AND DISPOSE OFF IN APPROVED MANNER. CAP HW & CW ABOVE CEILING. CAP VENT GAS TIGHT IN CEILING SPACE. EXISTING FLOOR DRAIN TO BE REMOVED. CAP SOIL / WASTE PIPE GAS TIGHT BELOW FLOOR. CAP VENT PIPE GAS TIGHT BELOW FLOOR. CAP EXISTING 4" WASTE / SEWER LINE BELOW GRADE. CAP SOIL / WASTE PIPE GAS TIGHT BELOW FLOOR. 1 2 3 4 5 6 7 GENERAL NOTES 1. CONTRACTOR SHALL VERIFY ALL LOCATIONS, SIZES, ACTUAL POINT OF CONNECTION OF NEW PIPING TO EXISTING PIPING AND/OR NEW EQUIPMENT AND AVAILABILITY OF ALL ITEMS BEFORE COMMENCING ANY WORK. 2. CONTRACTOR SHALL INCLUDE IN HIS BID A FLUSHING AND COMPLETE SURVEY (WITH CAMERA) OF EXISTING MAIN DRAINAGE PIPING TO DETERMINE THE CONDITION OF THE PIPE, THE SLOPE, EXACT LOCATION, INVERT LOCATION AND SIZE OF PIPE. 3. THESE DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC AND ARE NOT INTENDED TO INDICATE ALL NECESSARY OFFSETS OF PIPING. THE CONTRACTOR SHALL INSTALL MATERIAL AND EQUIPMENT IN A MANNER AS TO CONFORM TO STRUCTURE, AVOID OBSTRUCTIONS, PRESERVE HEADROOM, AND KEEP OPENINGS AND PASSAGEWAYS CLEAR. ALL INSTALLATIONS SHALL BE CONSISTENT WITH ACCEPTABLE INDUSTRY STANDARDS. CONTRACTOR SHALL PROVIDE OFFSETS, TRANSITION, ETC. AS REQUIRED (NOT SHOWN FOR CLARITY) FOR COMPLETE AND OPERABLE INSTALLATION AT NO ADDITIONAL COST TO THE OWNER. 4. NEW PLUMBING FIXTURES/EQUIPMENT INDICATED ON THIS DRAWING IS SHOWN IN APPROXIMATE POSITION(S). THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS INCLUDING EQUIPMENT LOCATIONS, POINT OF CONNECTIONS, AND STRUCTURAL MEMBERS PRIOR TO INSTALLATION. IN ALL CASES, ADEQUATE ACCESS (PER MANUFACTURERS RECOMMENDATIONS AND CODE COMPLIANCE) FOR MAINTENANCE AND REPLACEMENT OF EQUIPMENT SHALL BE PROVIDED. 5. ALL DEMOLISHED MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR WHO SHALL BE RESPONSIBLE FOR PROMPT DAILY REMOVAL FROM THE SITE. REMOVE ALL DEBRIS FROM THE SITE RESULTING FROM THE WORK AT THE CONCLUSION OF DAILY CONSTRUCTION. REMOVE ALL TEMPORARY CONSTRUCTION FROM THE SITE. THE AREA OF THE SITE SHALL BE LEFT BROOM CLEAN. IF NOT, UPON NOTIFICATION, OWNER WILL PERFORM ALL NECESSARY CLEAN-UP WORK AND BACK CHARGE THE CONTRACTOR FOR THE EXPENSE THUS INCURRED. 6. ALL EQUIPMENT, MATERIAL, AND ALL CONNECTIONS THERETO SHALL BE INSTALLED COMPLETE PER MANUFACTURERS INSTRUCTIONS TO PROVIDE A COMPLETE AND FULLY OPERATIONAL SYSTEM. 7. CONTRACTOR MAY, AT HIS OPTION, REVISE PIPE ROUTING TO ALLOW FOR INSTALLATION IN THE AVAILABLE SPACE. 8. ALL WORK SHALL BE BASED ON MINIMIZING DISRUPTIONS TO EXISTING BUILDING OPERATION AND SHALL BE PERFORMED IN ACCORDANCE WITH THE WORK SCHEDULE APPROVED BY THE OWNER. 9. ALL CONNECTIONS TO EXISTING SERVICES SHALL BE MADE OR SUCH THAT INTERRUPTION TIME WILL BE AS SHORT AS POSSIBLE. THE CONTRACTOR SHALL GIVE THE OWNERS REPRESENTATIVE SUFFICIENT NOTICE OF SUCH INTERRUPTION AND THE ACTUAL SHUT-DOWN TIME SHALL BE AT A TIME DESIGNATED BY THE OWNER'S REPRESENTATIVE. ALL PIPING REQUIRING SHUT DOWN AS PART OF CONSTRUCTION (NEW AND EXISTING) SHALL BE CLEARED AND TESTED. 10. THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES IN THE AREA OF WORK WHICH ARE NOT INCLUDED IN THIS CONSTRUCTION. ANY DAMAGE RESULTING FROM THIS WORK SHALL BE REPAIRED AND/OR REPLACED AT NO ADDITIONAL COST TO THE OWNER. 11. EXISTING FIXTURE REMOVED: EXISTING FIXTURES TO BE REMOVED BY PLUMBING CONTRACTOR. CAP OR PLUG EXISTING SERVICES BELOW FLOOR, ABOVE CEILING, OR BEHIND WALL UNLESS OTHERWISE NOTED. DISPOSE OR SET IN STORAGE AS DIRECTED BY THE OWNER. 12. EXISTING FIXTURE REMAIN: EXISTING PLUMBING FIXTURE OR EQUIPMENT TO REMAIN. CLEAN AND CHECK CONDITION OF FIXTURE. REPAIR/REPLACE IF NECESSARY AS APPROVED BY OWNER. 13. EXISTING WASTE BELOW FLOOR:CAP AND ABANDON ALL EXISTING WASTE PIPING BELOW FLOOR EXCEPT INDICATED TO REUSED. ROUTER AND CLEAN ALL EXISTING WASTE PIPING TO BE REUSED. 14. DEMOLITION OF EXISTING PIPING:EXISTING PIPING ABOVE CEILING AND IN EXISTING WALLS BEING DEMOLISHED, THAT IS NOT BEING REUSED, SHALL BE REMOVED UNLESS OTHERWISE NOTED. COORDINATE EXTENT OF DEMOLITION WITH THE ARCHITECT AND THE GENERAL CONTRACTOR. 15. ALL PLUMBING FIXTURES AND EQUIPMENT SHALL HAVE ANGLE STOPS AND A SEPARATE SUITE SHUT OFF VALVE. PROVIDE A CLEANOUT AT END OF EACH SOIL/WASTE LINE, AT EACH WYE AND AT 100'-0" INTERVALS. 16. THE NEW OR REPAIRED POTABLE WATER SYSTEM SHALL BE DISINFECTED PRIOR TO USE ACCORDING TO THE METHOD SET IN SECTION 609.90F CALIFORNIA PLUMBING CODE. FD FD FD 1 2 3 4 5 6 7 8 9 10 11 12 133.1 A B C D E F G H AA SK-31/2"CW(E)2"W (E)2"W 6 4 4 13 2 6 6 5 5 OFFICE 254 TECH SERVICE CAPTAIN 255 LIEUT. 256 FIELD SERVICE CAPT. 257 ADMIN ASSIST. 258 SECRETARY 291 POLICE CHIEF 289 CLOSET 290 MEN 292 CONFERENCE 288 STOR. 287 COFFEE 286 WOMEN 285 FIRE CHIEF 283 SECRETARY 282 CLOSET 284 FIRE DIV. CHEIF 281 FIRE ADMIN 280 WOMEN 235 MEN 232 MECHANICAL EQUIP. 221 CORRIDOR 264 ELEV. #1 EL01 STORAGE 279 CLERICAL 278 FIRE ANALYST 277 EMS MGR 276EMPTY 275 ? ? HALLWAY 273 STORAGE 274 FIRE TRAINING OFFICER 272 CRIME OF VIOLENCE 210 EOC DIRECTOR 271 JUVENILE SERVICES SERGEANT 211 OFFICE 209 CORRIDOR 215 INTERVIEW 212 INTERVIEW 213MAILROOM 214 ELEC. ROOM 207 STAIR #2 ST02 VEST. 268 ELEV. #2 EL02 CSI 225 1 1 5 (E)VTR 71 7 7 KITCHEN 244B STAFF LOUNGE 244 PRINTS 243BFILM PROCESS 240A CORRIDOR 236 CORRIDOR 262 VEST 240 CUST. 239 VEST 237 LIBRARY 253 TRAINING OFFICER 254 RESERVES ASSIST. 258 EMERG. SERVICES 230 VICE / NARCOTICS 228 TAPE & MONITOR 224 INVESTIGATIVE SERVICES 224 CONF. 233 INVEST CAPTAIN 226 INVEST CAPTAIN 225 CORRIDOR 206 WORK / REPRO 256 WAITING & DISPLAY 257 CLERICAL POOL 251 18 18 (E)2"W DOWN (E)3/4" HW&CW FROM BELOW (E)1-1/2"V UP FROM BELOW (E)2"VTR 76 SCALE: 1/8" = 1'-0" P202 1 DEMOLITION FLOOR PLAN - LEVEL 2 CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MB 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: 1/8" = 1'-0" P202 DEMOLITION FLOOR PLAN -LEVEL 2 CARLSBAD SAFETY CENTER RENOVATION DT AA 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 0'4'8'16'32'N SCALE: 1/8" = 1'-0" (1:96) KEYNOTESKEYNOTES 1 REMOVE EXISTING FIXTURE AND DISPOSE OFF IN AN APPROVED MANNER. CAP VENT GAS TIGHT IN CEILING SPACE. EXISTING HW DISPENCER TO BE REMOVED AND TURN OVER TO OWNER. EXISTING DRAIN TO BE REMOVED. CAP WASTE PIPE GAS TIGHT BELOW FLOOR. REMOVE THERMOSTATIC CONTROLLER AND DISPOSE OFF IN AN APPROVED MANNER. CAP HW & CW ABOVE CEILING. CAP SOIL / WASTE PIPE GAS TIGHT BELOW FLOOR. TEMPORARY CAP EXISTING UTILITIES FOR RE-CONNECTION. 2 3 4 5 6 7 8 GENERAL NOTES 1. CONTRACTOR SHALL VERIFY ALL LOCATIONS, SIZES, ACTUAL POINT OF CONNECTION OF NEW PIPING TO EXISTING PIPING AND/OR NEW EQUIPMENT AND AVAILABILITY OF ALL ITEMS BEFORE COMMENCING ANY WORK. 2. CONTRACTOR SHALL INCLUDE IN HIS BID A FLUSHING AND COMPLETE SURVEY (WITH CAMERA) OF EXISTING MAIN DRAINAGE PIPING TO DETERMINE THE CONDITION OF THE PIPE, THE SLOPE, EXACT LOCATION, INVERT LOCATION AND SIZE OF PIPE. 3. THESE DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC AND ARE NOT INTENDED TO INDICATE ALL NECESSARY OFFSETS OF PIPING. THE CONTRACTOR SHALL INSTALL MATERIAL AND EQUIPMENT IN A MANNER AS TO CONFORM TO STRUCTURE, AVOID OBSTRUCTIONS, PRESERVE HEADROOM, AND KEEP OPENINGS AND PASSAGEWAYS CLEAR. ALL INSTALLATIONS SHALL BE CONSISTENT WITH ACCEPTABLE INDUSTRY STANDARDS. CONTRACTOR SHALL PROVIDE OFFSETS, TRANSITION, ETC. AS REQUIRED (NOT SHOWN FOR CLARITY) FOR COMPLETE AND OPERABLE INSTALLATION AT NO ADDITIONAL COST TO THE OWNER. 4. NEW PLUMBING FIXTURES/EQUIPMENT INDICATED ON THIS DRAWING IS SHOWN IN APPROXIMATE POSITION(S). THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS INCLUDING EQUIPMENT LOCATIONS, POINT OF CONNECTIONS, AND STRUCTURAL MEMBERS PRIOR TO INSTALLATION. IN ALL CASES, ADEQUATE ACCESS (PER MANUFACTURERS RECOMMENDATIONS AND CODE COMPLIANCE) FOR MAINTENANCE AND REPLACEMENT OF EQUIPMENT SHALL BE PROVIDED. 5. ALL DEMOLISHED MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR WHO SHALL BE RESPONSIBLE FOR PROMPT DAILY REMOVAL FROM THE SITE. REMOVE ALL DEBRIS FROM THE SITE RESULTING FROM THE WORK AT THE CONCLUSION OF DAILY CONSTRUCTION. REMOVE ALL TEMPORARY CONSTRUCTION FROM THE SITE. THE AREA OF THE SITE SHALL BE LEFT BROOM CLEAN. IF NOT, UPON NOTIFICATION, OWNER WILL PERFORM ALL NECESSARY CLEAN-UP WORK AND BACK CHARGE THE CONTRACTOR FOR THE EXPENSE THUS INCURRED. 6. ALL EQUIPMENT, MATERIAL, AND ALL CONNECTIONS THERETO SHALL BE INSTALLED COMPLETE PER MANUFACTURERS INSTRUCTIONS TO PROVIDE A COMPLETE AND FULLY OPERATIONAL SYSTEM. 7. CONTRACTOR MAY, AT HIS OPTION, REVISE PIPE ROUTING TO ALLOW FOR INSTALLATION IN THE AVAILABLE SPACE. 8. ALL WORK SHALL BE BASED ON MINIMIZING DISRUPTIONS TO EXISTING BUILDING OPERATION AND SHALL BE PERFORMED IN ACCORDANCE WITH THE WORK SCHEDULE APPROVED BY THE OWNER. 9. ALL CONNECTIONS TO EXISTING SERVICES SHALL BE MADE OR SUCH THAT INTERRUPTION TIME WILL BE AS SHORT AS POSSIBLE. THE CONTRACTOR SHALL GIVE THE OWNERS REPRESENTATIVE SUFFICIENT NOTICE OF SUCH INTERRUPTION AND THE ACTUAL SHUT-DOWN TIME SHALL BE AT A TIME DESIGNATED BY THE OWNER'S REPRESENTATIVE. ALL PIPING REQUIRING SHUT DOWN AS PART OF CONSTRUCTION (NEW AND EXISTING) SHALL BE CLEARED AND TESTED. 10. THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES IN THE AREA OF WORK WHICH ARE NOT INCLUDED IN THIS CONSTRUCTION. ANY DAMAGE RESULTING FROM THIS WORK SHALL BE REPAIRED AND/OR REPLACED AT NO ADDITIONAL COST TO THE OWNER. 11. EXISTING FIXTURE REMOVED: EXISTING FIXTURES TO BE REMOVED BY PLUMBING CONTRACTOR. CAP OR PLUG EXISTING SERVICES BELOW FLOOR, ABOVE CEILING, OR BEHIND WALL UNLESS OTHERWISE NOTED. DISPOSE OR SET IN STORAGE AS DIRECTED BY THE OWNER. 12. EXISTING FIXTURE REMAIN: EXISTING PLUMBING FIXTURE OR EQUIPMENT TO REMAIN. CLEAN AND CHECK CONDITION OF FIXTURE. REPAIR/REPLACE IF NECESSARY AS APPROVED BY OWNER. 13. EXISTING WASTE BELOW FLOOR:CAP AND ABANDON ALL EXISTING WASTE PIPING BELOW FLOOR EXCEPT INDICATED TO REUSED. ROUTER AND CLEAN ALL EXISTING WASTE PIPING TO BE REUSED. 14. DEMOLITION OF EXISTING PIPING:EXISTING PIPING ABOVE CEILING AND IN EXISTING WALLS BEING DEMOLISHED, THAT IS NOT BEING REUSED, SHALL BE REMOVED UNLESS OTHERWISE NOTED. COORDINATE EXTENT OF DEMOLITION WITH THE ARCHITECT AND THE GENERAL CONTRACTOR. 15. ALL PLUMBING FIXTURES AND EQUIPMENT SHALL HAVE ANGLE STOPS AND A SEPARATE SUITE SHUT OFF VALVE. PROVIDE A CLEANOUT AT END OF EACH SOIL/WASTE LINE, AT EACH WYE AND AT 100'-0" INTERVALS. 16. THE NEW OR REPAIRED POTABLE WATER SYSTEM SHALL BE DISINFECTED PRIOR TO USE ACCORDING TO THE METHOD SET IN SECTION 609.90F CALIFORNIA PLUMBING CODE. TT TTT TTTTT T TTT T TTTTTTTTTTT T TT T T T T TT TT TTTTTTT T1 2 3 4 5 6 7 8 9 10 11 12 133.1 A B C D E F G H AA DISPATCH CENTER 144 (E) 2"W (E) 2"W (E)3/4"CW 4"S(E)4"S (E)4"S (E)1 1/4"HW(E)1-1/2"CW (E)3/4"CW(E)3/4"HW(E)2"W1/2" AIR(E)3/4"G(E)1 1/4"CW(E)1 1/4"HW(E)2"CW(E)1 1/2"HW(E)4"S(E)2"W (E)1 1/2"V (E)3/4"G (E)2"W (E)3"CW (E)2 1/2"HW (E)1"HWR(E)2 1/2"CWSTORAGE 182 DRYING ROOM / CHEMICAL STORAGE 184 STORAGE 185 SALLY PORT 181 INTERVIEW CELL SAFETY CELL CUST CLOSET CELL CELL PRISONER INTAKE ENTRY CORRIDOR PROPERTY & EVIDENCE 159 INTERVIEW 160 NARCOTICS 158 BAG TAG 156 EVIDENCE 157 EVIDENCE LOCKERS 194 ELECT. 142 CORRIDOR 195 MASTER MPOE / MDF ROOM 143 CORRIDOR192CRIME ANALYST 141 MECH EQUIP 171 ELEV. #2 EL02 VESTIBULE ROOM 199 CORRIDOR 191 ELEV EQUIP 172 STAIR #2 ST02 METER ROOM 173 ELEC. ROOM 174 PHYSICAL FITNESS 161 VESTIBULE 162 MEN'S 163 WOMEN'S 168 WOMEN'S LOCKERS 169 MEN'S LOCKERS 164 (E)VENT UP TO 2ND FLOOR (E)4"S7 8 5 2"W2"WWATCH COMMANDER 133 WATCH COMM OFFICE 134 ATRIUM / REPORT WRITING 131 VEST 166 CORRIDOR 103 TRAFFIC SUPERVISOR 108 CRIME LIVESCAN 107 MEETING 106 PUBLIC COUNTER 104 LOBBY 101 CORRIDOR 197 PUBLIC INQUIRY 105 PATROL SERGEANT 111 ELEV. #1 EL01 ELEV EQUIP 175 STAIR #1 ST01 CORRIDOR RECORDS SUPERVISOR 110 MEN WOMEN RECORDS 109 TRAFFIC OFFICE 113 TRAFFIC OFFICE 114 TRAFFIC OFFICE 115 LOUNGE 146 COMM SUPERVISOR 145 WOMEN 148 MEN 149 DRY CLEANING 125 TRAFFIC 116 BRIEFING 121 BATTERY CHARGING/ SHOTGUN STORAGE 126 COFFEE 123 WATER FOUNTAIN 122 CST 151 HOMLESS OUTREACH 155 OFFICE 154 OFFICE 152 CST OFFICE 153 (E)3/4"CW(E)2 1/2"HW 6 1 30 4 (E)3/4"HW 3 21 (E)3"W 3 911 (E)3"V UP 1-1/2" V S-1 EWC-1 MEN'S SHOWERS 165 CORRIDOR 193 13 14 12 2"W BELOW GRADE3/4"HW3/4"CW9 (E)2"CW (E)1 1/4"HW 15 1/2"CW1/2"HW16 (E)1"HWR(E)2"CW (E)1 1/4"HW (E)1 1/4"HW(E)3/4"CW(E)3/4"HW(E)S.O.V 3/4"HWR3/4"HWR INTERVIEW ROOM 183 17 FC-8 3/4"CD20 19 26 20 CRAC-1 CRAC-2 (E)3"V UP 11 21 22 11 KS-1 10 9 16 16 11 S-1 (E)3"V UP TD-1 TD-2 TD-1 TD-1 TD-1 TD-1 25 11 9(TYP. 4) 16 9 16 (TYP.) 23 TP-1 24 FD-1 (TYP. 2) P501 1 P501 3 WOMEN'S SHOWERS 170 3/4"HWR (E)2-1/2"HW (E)3/4"CW (E)GAS LINE TO REMAIN (E)2"V UP TO 2ND FLOOR 3/4"CD 19 (E)3"CW LINE TO REMAIN 1/2"HWR CS-1 CS-1 (E)3/4" GAS LINE FROM (E) GAS METER 19 26 3/4"CD(TYP. 4) 18 18 (E)2 1/2"HW (E)3/4"CW (E)1"HWR (E)3/4" CW & HW UP TO 2ND FLOOR FC-10 FC-11 FC-12 IMB-1 27 27 19 2228 ICE MACHINE 20 3/4"CD3/4"CD 3/4"CD29 29 31 SOV 3/4"CD 20 19 29 20 SEISMIC JOINT 10 P801 SEISMIC JOINT 10 P801 (TYP. 4) 23 (TYP. 3) 21 FS-1 (E)2"WP501 2 P501 4 S.O.V 7 P501 SCALE: 1/8" = 1'-0" P205 1 PROPOSED FLOOR PLAN - LEVEL 1 CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MB 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: 1/8" = 1'-0" P205 PROPOSED FLOOR PLAN -LEVEL 1 CARLSBAD SAFETY CENTER RENOVATION DT AA 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 KEYNOTESKEYNOTES 1/2" HW & CW UP IN WALL TO FLOOR ABOVE. 3" WASTE DOWN FROM FLOOR ABOVE. CONNECT 3/4" HW & 3/4" CW TO EXISTING 3/4" HW & 3/4" CW IN CEILING SPACE. 3" WASTE DOWN IN WALL, CONNECT TO EXISTING 3" WASTE BELOW GRADE. 2" WASTE DOWN IN WALL CONNECT TO EXISTING 2" WASTE BELOW FLOOR. CAP SOIL / WASTE PIPE GAS TIGHT BELOW FLOOR. REMOVE EXISTING VERTICAL DRAIN PIPE IN WALL AT LEVEL 1 AND CAP GAS TIGHT BELOW GRADE. CONNECT 4"S TO EXISTING 4"S FROM SECOND FLOOR AND RE-ROUTE AS SHOWN. 4" SEWER DOWN IN WALL CONNECT TO EXISTING 4" SEWER UNDER GRADE. 1 1/2" VENT UP, 2"W DOWN. PROVIDE WALL CLEAN-OUT. 3/4"CW & 3/4"HW DOWN IN WALL TO FIXTURE. CONNECT 1 1/2" VENT TO EXISTING VENT ABOVE CEILING. CONNECT 2"W TO EXISTING 4"S BELOW GRADE. CONNECT 1"HW & 1-1/4"CW TO EXISTING 1-1/4"HW & 2"CW ABOVE CEILING. 1"HW & 1-1/4"CW UP IN WALL TO FLOOR ABOVE. CONNECT 3/4" HW & 3/4" CW TO EXISTING 1-1/4" HW & 2" CW IN CEILING SPACE. CONNECT 2"W TO EXISTING WASTE / SEWER LINE BELOW GRADE. CONNECT 3/4" HWR TO EXISTING 1" HWR IN CEILING SPACE. CIRCUIT SETTER. 3/4" CD UP IN WALL TO ABOVE CEILING SPACE. 3/4" CD DOWN IN WALL CONNECT TO TAILPIECE OF FIXTURE. CONNECT 3/4" VENT TO (E)1-1/2" VENT ABOVE CEILING. CONNECT 2"W TO EXISTING 2"W BELOW GRADE. CONNECT HOT & COLD WATER TO SHOWER. CONNECT 1/2" CW TO TRAP PRIMER. RE-CONNECT SINK TO EXISTING UTILITIES IN WALL. CONNECT 3/4"CD WITH TRANSITION TO 1/2" UNIT CONDENSATE CONNECTION. MECHANICAL CONTRACTOR TO PROVIDE CONDENSATE OVERFLOW SWITCH. 1 1/2" VENT UP, 2"W DOWN. CONNECT 1/2"CW SERVING WATER FOUNTAIN AND ICE MACHINE TO EXISTING CW ABOVE CEILING. CONDENSATE PUMP BY MECHANICAL. SEE MECHANICAL FAN COIL SCHEDULE. 2"W DOWN FROM FLOOR ABOVE. CONNECT 1/2" HWR TO EXISTING 1" HWR ABOVE CEILING. 1 2 3 4 5 6 7 8 9 10 11 12 0'4'8'16'32'N SCALE: 1/8" = 1'-0" (1:96) 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 GENERAL NOTES 1. CONTRACTOR SHALL VERIFY ALL LOCATIONS, SIZES, ACTUAL POINT OF CONNECTION OF NEW PIPING TO EXISTING PIPING AND/OR NEW EQUIPMENT AND AVAILABILITY OF ALL ITEMS BEFORE COMMENCING ANY WORK. 2. CONTRACTOR SHALL INCLUDE IN HIS BID A FLUSHING AND COMPLETE SURVEY (WITH CAMERA) OF EXISTING MAIN DRAINAGE PIPING TO DETERMINE THE CONDITION OF THE PIPE, THE SLOPE, EXACT LOCATION, INVERT LOCATION AND SIZE OF PIPE. 3. THESE DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC AND ARE NOT INTENDED TO INDICATE ALL NECESSARY OFFSETS OF PIPING. THE CONTRACTOR SHALL INSTALL MATERIAL AND EQUIPMENT IN A MANNER AS TO CONFORM TO STRUCTURE, AVOID OBSTRUCTIONS, PRESERVE HEADROOM, AND KEEP OPENINGS AND PASSAGEWAYS CLEAR. ALL INSTALLATIONS SHALL BE CONSISTENT WITH ACCEPTABLE INDUSTRY STANDARDS. CONTRACTOR SHALL PROVIDE OFFSETS, TRANSITION, ETC. AS REQUIRED (NOT SHOWN FOR CLARITY) FOR COMPLETE AND OPERABLE INSTALLATION AT NO ADDITIONAL COST TO THE OWNER. 4. NEW PLUMBING FIXTURES/EQUIPMENT INDICATED ON THIS DRAWING IS SHOWN IN APPROXIMATE POSITION(S). THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS INCLUDING EQUIPMENT LOCATIONS, POINT OF CONNECTIONS, AND STRUCTURAL MEMBERS PRIOR TO INSTALLATION. IN ALL CASES, ADEQUATE ACCESS (PER MANUFACTURERS RECOMMENDATIONS AND CODE COMPLIANCE) FOR MAINTENANCE AND REPLACEMENT OF EQUIPMENT SHALL BE PROVIDED. 5. ALL DEMOLISHED MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR WHO SHALL BE RESPONSIBLE FOR PROMPT DAILY REMOVAL FROM THE SITE. REMOVE ALL DEBRIS FROM THE SITE RESULTING FROM THE WORK AT THE CONCLUSION OF DAILY CONSTRUCTION. REMOVE ALL TEMPORARY CONSTRUCTION FROM THE SITE. THE AREA OF THE SITE SHALL BE LEFT BROOM CLEAN. IF NOT, UPON NOTIFICATION, OWNER WILL PERFORM ALL NECESSARY CLEAN-UP WORK AND BACK CHARGE THE CONTRACTOR FOR THE EXPENSE THUS INCURRED. 6. ALL EQUIPMENT, MATERIAL, AND ALL CONNECTIONS THERETO SHALL BE INSTALLED COMPLETE PER MANUFACTURERS INSTRUCTIONS TO PROVIDE A COMPLETE AND FULLY OPERATIONAL SYSTEM. 7. CONTRACTOR MAY, AT HIS OPTION, REVISE PIPE ROUTING TO ALLOW FOR INSTALLATION IN THE AVAILABLE SPACE. 8. ALL WORK SHALL BE BASED ON MINIMIZING DISRUPTIONS TO EXISTING BUILDING OPERATION AND SHALL BE PERFORMED IN ACCORDANCE WITH THE WORK SCHEDULE APPROVED BY THE OWNER. 9. ALL CONNECTIONS TO EXISTING SERVICES SHALL BE MADE OR SUCH THAT INTERRUPTION TIME WILL BE AS SHORT AS POSSIBLE. THE CONTRACTOR SHALL GIVE THE OWNERS REPRESENTATIVE SUFFICIENT NOTICE OF SUCH INTERRUPTION AND THE ACTUAL SHUT-DOWN TIME SHALL BE AT A TIME DESIGNATED BY THE OWNER'S REPRESENTATIVE. ALL PIPING REQUIRING SHUT DOWN AS PART OF CONSTRUCTION (NEW AND EXISTING) SHALL BE CLEARED AND TESTED. 10. THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES IN THE AREA OF WORK WHICH ARE NOT INCLUDED IN THIS CONSTRUCTION. ANY DAMAGE RESULTING FROM THIS WORK SHALL BE REPAIRED AND/OR REPLACED AT NO ADDITIONAL COST TO THE OWNER. 11. EXISTING FIXTURE REMOVED: EXISTING FIXTURES TO BE REMOVED BY PLUMBING CONTRACTOR. CAP OR PLUG EXISTING SERVICES BELOW FLOOR, ABOVE CEILING, OR BEHIND WALL UNLESS OTHERWISE NOTED. DISPOSE OR SET IN STORAGE AS DIRECTED BY THE OWNER. 12. EXISTING FIXTURE REMAIN: EXISTING PLUMBING FIXTURE OR EQUIPMENT TO REMAIN. CLEAN AND CHECK CONDITION OF FIXTURE. REPAIR/REPLACE IF NECESSARY AS APPROVED BY OWNER. 13. EXISTING WASTE BELOW FLOOR:CAP AND ABANDON ALL EXISTING WASTE PIPING BELOW FLOOR EXCEPT INDICATED TO REUSED. ROUTER AND CLEAN ALL EXISTING WASTE PIPING TO BE REUSED. 14. DEMOLITION OF EXISTING PIPING:EXISTING PIPING ABOVE CEILING AND IN EXISTING WALLS BEING DEMOLISHED, THAT IS NOT BEING REUSED, SHALL BE REMOVED UNLESS OTHERWISE NOTED. COORDINATE EXTENT OF DEMOLITION WITH THE ARCHITECT AND THE GENERAL CONTRACTOR. 15. ALL PLUMBING FIXTURES AND EQUIPMENT SHALL HAVE ANGLE STOPS AND A SEPARATE SUITE SHUT OFF VALVE. PROVIDE A CLEANOUT AT END OF EACH SOIL/WASTE LINE, AT EACH WYE AND AT 100'-0" INTERVALS. 16. THE NEW OR REPAIRED POTABLE WATER SYSTEM SHALL BE DISINFECTED PRIOR TO USE ACCORDING TO THE METHOD SET IN SECTION 609.90F CALIFORNIA PLUMBING CODE. FD FD FD TT TT TT T TTT TT T TTTT T T TTTT T TTTT TTTTT T TT T T1 2 3 4 5 6 7 8 9 10 11 12 133.1 A B C D E F G H AA (E)2"W 2"W CSI 225 ROOF TERRACE 245 CLEAN OFFICE 251 TRAINING COORDINATOR'S OFFICE 252 OFFICE 253 OFFICE 254 TECH SERVICE CAPTAIN 255 LIEUT. 256 FIELD SERVICE CAPT. 257 ADMIN ASSIST. 258 ALS ROOM 224 IN-PROCESS EVID./STOR. 223 JANITOR OFFICE 222 MECHANICAL EQUIP. 221 VEST. 231 MEN 232 WORKROOM / IDF ROOM 237 JANITOR 233 IT OFFICE 238 VEST. 234 WOMEN 235 IT MEETING 239ELEV. #2 EL02 VEST. 268 STAIR #2 ST02 ELEC. ROOM 207 INTERVIEW 203 VICE / NARCOTICS 202 OFFICE 206 CORRIDOR 264 INVESTIGATIVE SERVICES 201SGT. OFFICE 205 SGT. OFFICE 204 OFFICE 208 OFFICE 209 MAILROOM 214 INTERVIEW 213 INTERVIEW 212 JUVENILE SERVICES SERGEANT 211 CRIME OF VIOLENCE 210 FIRE TRAINING OFFICER 272 EOC DIRECTOR 271 LOUNGE 244 FIRE ADMIN 280 FIRE DIV. CHEIF 281 ELEV. #1 EL01 STORAGE 279 STAIR #1 ST01 STORAGE 274 HALLWAY 273 EMPTY 275 EMS MGR 276 FIRE ANALYST 277 CLERICAL 278 RES. ASSIST. 240 STORAGE 242 JANITOR 243 ADMIN CSO 241 CLERICAL POOL 261 SECRETARY 282 FIRE CHIEF 283CLOSET 284 WOMEN 285 WORK REPRO 294 COFFEE 286 STOR. 287 CONFERENCE 288 MEN 292 CORRIDOR 293 SECRETARY 291 CLOSET 290 POLICE CHIEF 289 OFFICE 260 S-1 S-1 (E)2" VTR 2 3 1 1/2"V KS-1 2 11 3 4 TP-1 5 FD-1 TMV2 6 ESH-1 7 3 FD-1 FD-1 CORRIDOR 262 8 (E)2"W DN.(E)2"W1/2"CW1/2" 10 10 11 3/4" CD10 3/4" CD 1 9 CORRIDOR 267 FC-6 FC-7 FC-5 3/4" CD3/4"CD3/4" CD 11 (E)3" VTR (E) VTR P501 5 2 1 2 2 2"W (E)3"VTR (E) 3"VTR (E) 2"VTR 11 3/4" CD FC-9 (E) 2"VTR 3/4" CD 3/4" CD 11 1 1/2"VCORRIDOR 269 EWC-2 13 1214 12 12 EWC-213 P501 6 2" AV TO ROOF SCALE: 1/8" = 1'-0" P207 1 PROPOSED FLOOR PLAN - LEVEL 2 CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MB 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: 1/8" = 1'-0" P207 PROPOSED FLOOR PLAN -LEVEL 2 CARLSBAD SAFETY CENTER RENOVATION DT AA 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 0'4'8'16'32'N SCALE: 1/8" = 1'-0" (1:96) KEYNOTESKEYNOTES 1/2" HW & 1/2" CW UP FROM FLOOR BELOW TO FIXTURE. 1-1/2" VENT UP, 2" WASTE DOWN. PROVIDE WALL CLEAN-OUT. CONNECT 1 1/2" VENT TO EXISTING VENT TO ROOF. 1-1/4" CW DOWN IN WALL CONNECT TO FIXTURE. CONNECT 2" W TO EXISTING WASTE PIPING IN CEILING. 1-1/4" CW & 1" HW UP FROM FLOOR BELOW. 1-1/2" VTR. 3"W DOWN TO FLOOR BELOW. 3/4" CD DOWN IN WALL SPILL INTO FIXTURE WITH 2" AIRGAP. 3/4" CD DOWN FROM ROOF TO CEILING SPACE. 3/4" CD DOWN IN WALL CONNECT TO TAILPIECE OF FIXTURE. CONDENSATE PUMP BY MECHANICAL. SEE MECHANICAL FANCOIL SCHEDULE. CONNECT FIXTURE TO EXISTING UTILITY ROUGH-IN. 3/4" CD UP IN WALL TO ABOVE CEILING SPACE. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 GENERAL NOTES 1. CONTRACTOR SHALL VERIFY ALL LOCATIONS, SIZES, ACTUAL POINT OF CONNECTION OF NEW PIPING TO EXISTING PIPING AND/OR NEW EQUIPMENT AND AVAILABILITY OF ALL ITEMS BEFORE COMMENCING ANY WORK. 2. CONTRACTOR SHALL INCLUDE IN HIS BID A FLUSHING AND COMPLETE SURVEY (WITH CAMERA) OF EXISTING MAIN DRAINAGE PIPING TO DETERMINE THE CONDITION OF THE PIPE, THE SLOPE, EXACT LOCATION, INVERT LOCATION AND SIZE OF PIPE. 3. THESE DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC AND ARE NOT INTENDED TO INDICATE ALL NECESSARY OFFSETS OF PIPING. THE CONTRACTOR SHALL INSTALL MATERIAL AND EQUIPMENT IN A MANNER AS TO CONFORM TO STRUCTURE, AVOID OBSTRUCTIONS, PRESERVE HEADROOM, AND KEEP OPENINGS AND PASSAGEWAYS CLEAR. ALL INSTALLATIONS SHALL BE CONSISTENT WITH ACCEPTABLE INDUSTRY STANDARDS. CONTRACTOR SHALL PROVIDE OFFSETS, TRANSITION, ETC. AS REQUIRED (NOT SHOWN FOR CLARITY) FOR COMPLETE AND OPERABLE INSTALLATION AT NO ADDITIONAL COST TO THE OWNER. 4. NEW PLUMBING FIXTURES/EQUIPMENT INDICATED ON THIS DRAWING IS SHOWN IN APPROXIMATE POSITION(S). THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS INCLUDING EQUIPMENT LOCATIONS, POINT OF CONNECTIONS, AND STRUCTURAL MEMBERS PRIOR TO INSTALLATION. IN ALL CASES, ADEQUATE ACCESS (PER MANUFACTURERS RECOMMENDATIONS AND CODE COMPLIANCE) FOR MAINTENANCE AND REPLACEMENT OF EQUIPMENT SHALL BE PROVIDED. 5. ALL DEMOLISHED MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR WHO SHALL BE RESPONSIBLE FOR PROMPT DAILY REMOVAL FROM THE SITE. REMOVE ALL DEBRIS FROM THE SITE RESULTING FROM THE WORK AT THE CONCLUSION OF DAILY CONSTRUCTION. REMOVE ALL TEMPORARY CONSTRUCTION FROM THE SITE. THE AREA OF THE SITE SHALL BE LEFT BROOM CLEAN. IF NOT, UPON NOTIFICATION, OWNER WILL PERFORM ALL NECESSARY CLEAN-UP WORK AND BACK CHARGE THE CONTRACTOR FOR THE EXPENSE THUS INCURRED. 6. ALL EQUIPMENT, MATERIAL, AND ALL CONNECTIONS THERETO SHALL BE INSTALLED COMPLETE PER MANUFACTURERS INSTRUCTIONS TO PROVIDE A COMPLETE AND FULLY OPERATIONAL SYSTEM. 7. CONTRACTOR MAY, AT HIS OPTION, REVISE PIPE ROUTING TO ALLOW FOR INSTALLATION IN THE AVAILABLE SPACE. 8. ALL WORK SHALL BE BASED ON MINIMIZING DISRUPTIONS TO EXISTING BUILDING OPERATION AND SHALL BE PERFORMED IN ACCORDANCE WITH THE WORK SCHEDULE APPROVED BY THE OWNER. 9. ALL CONNECTIONS TO EXISTING SERVICES SHALL BE MADE OR SUCH THAT INTERRUPTION TIME WILL BE AS SHORT AS POSSIBLE. THE CONTRACTOR SHALL GIVE THE OWNERS REPRESENTATIVE SUFFICIENT NOTICE OF SUCH INTERRUPTION AND THE ACTUAL SHUT-DOWN TIME SHALL BE AT A TIME DESIGNATED BY THE OWNER'S REPRESENTATIVE. ALL PIPING REQUIRING SHUT DOWN AS PART OF CONSTRUCTION (NEW AND EXISTING) SHALL BE CLEARED AND TESTED. 10. THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES IN THE AREA OF WORK WHICH ARE NOT INCLUDED IN THIS CONSTRUCTION. ANY DAMAGE RESULTING FROM THIS WORK SHALL BE REPAIRED AND/OR REPLACED AT NO ADDITIONAL COST TO THE OWNER. 11. EXISTING FIXTURE REMOVED: EXISTING FIXTURES TO BE REMOVED BY PLUMBING CONTRACTOR. CAP OR PLUG EXISTING SERVICES BELOW FLOOR, ABOVE CEILING, OR BEHIND WALL UNLESS OTHERWISE NOTED. DISPOSE OR SET IN STORAGE AS DIRECTED BY THE OWNER. 12. EXISTING FIXTURE REMAIN: EXISTING PLUMBING FIXTURE OR EQUIPMENT TO REMAIN. CLEAN AND CHECK CONDITION OF FIXTURE. REPAIR/REPLACE IF NECESSARY AS APPROVED BY OWNER. 13. EXISTING WASTE BELOW FLOOR:CAP AND ABANDON ALL EXISTING WASTE PIPING BELOW FLOOR EXCEPT INDICATED TO REUSED. ROUTER AND CLEAN ALL EXISTING WASTE PIPING TO BE REUSED. 14. DEMOLITION OF EXISTING PIPING:EXISTING PIPING ABOVE CEILING AND IN EXISTING WALLS BEING DEMOLISHED, THAT IS NOT BEING REUSED, SHALL BE REMOVED UNLESS OTHERWISE NOTED. COORDINATE EXTENT OF DEMOLITION WITH THE ARCHITECT AND THE GENERAL CONTRACTOR. 15. ALL PLUMBING FIXTURES AND EQUIPMENT SHALL HAVE ANGLE STOPS AND A SEPARATE SUITE SHUT OFF VALVE. PROVIDE A CLEANOUT AT END OF EACH SOIL/WASTE LINE, AT EACH WYE AND AT 100'-0" INTERVALS. 16. THE NEW OR REPAIRED POTABLE WATER SYSTEM SHALL BE DISINFECTED PRIOR TO USE ACCORDING TO THE METHOD SET IN SECTION 609.90F CALIFORNIA PLUMBING CODE. 1 2 3 4 5 6 7 8 9 10 11 12 133.1 A B C D E F G H AA 1 1 1 3 P801 (TYP) AC-9 (36,000 BTUH) AC-8 (72,000 BTUH) AC-7 (48,000 BTUH) (E) VTR (E) VTR (E) VTR (E) VTR (E) VTR (E) VTR (E) VTR 2 2 (E) VTR SCALE: 1/8" = 1'-0" P211 1 ROOF PLAN CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MB 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: 1/8" = 1'-0" P211 ROOF PLAN CARLSBAD SAFETY CENTER RENOVATION DT AA 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 0'4'8'16'32'N SCALE: 1/8" = 1'-0" (1:96) KEYNOTESKEYNOTES 3/4" CD DOWN TO BELOW ROOF. CONNECT CONDENSATE PIPING TO HVAC UNIT. 1 2 TFD FD FD 10 11 12 13 G H K TFD FD FD 6 E F WOMEN'S SHOWERS 170 5 G K MEN'S SHOWERS 165 MEN'S LOCKERS 164 3 43.1 A B CLEAN OFFICE 251 CSI 225 ALS ROOM 224 IN-PROCESS EVID./STOR. 223 6 E F WOMEN'S SHOWERS 170 5 G K MEN'S SHOWERS 165 MEN'S LOCKERS 164 3 43.1 A B CLEAN OFFICE 251 CSI 225 ALS ROOM 224 IN-PROCESS EVID./STOR. 223 CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MB 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: 1/4" = 1'-0" P501 ENLARGED PLUMBING PLANS CARLSBAD SAFETY CENTER RENOVATION DT AA 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 0'2'4'8'16'N SCALE: 1/4" = 1'-0" (1:96) KEYNOTES 1/4" = 1'-0"1ENLARGED PLAN WOMEN'S SHOWER 170 - WASTE & VENT 1/4" = 1'-0"3ENLARGED PLAN MEN'S SHOWER 165 - WASTE & VENT 1/4" = 1'-0"5ENLARGED PLAN CSI 225 - WASTE & VENT FD-1 2"W 2"W FD-1 FD-1 ESH-1 S-1 S-1 2"W BELOW SLAB 1-1/2"V RUN IN WALL BELOW WINDOW.2"W(E)2"W (E)2"W DN. IN WALL TO FLOOR BELOW 1 1 CONNECT 2" WASTE TO EXISTING WASTE PIPING IN CEILING. CONNECT 1-1/2" VENT TO EXISTING 2" VENT TO ROOF. 1-1/4" CW DOWN IN WALL CONNECT TO FIXTURE. 1-1/4" CW & 1" HW UP FROM FLOOR BELOW TO ABOVE CEILING. 1-1/2" VENT UP, 2" WASTE DOWN. PROVIDE WALL CLEAN-OUT. 3" WASTE DOWN TO FLOOR BELOW. 1/2" HW & 1/2" CW UP FROM FLOOR BELOW TO FIXTURE. CONNECT 1-1/2" VENT TO EXISTING 2" VENT ABOVE CEILING. CONNECT 2"W TO EXISTING WASTE / SEWER LINE BELOW GRADE. CONNECT 3/4" HOT AND COLD WATER TO SHOWER. CONNECT 1/2" CW TO TRAP PRIMER. 1-1/2" VENT UP, 2" WASTE DOWN. EXISTING WATER HEATER TO BE REMOVED AND DISPOSED IN AN APPROVED MANNER. TEMPORARY CAP ALL WATER LINES AND GAS LINE FOR RE-CONNECTION. INSTALL NEW WATER HEATER WH-1 CONNECT TO EXISTING CW, HW, HWR AND GAS SUPPLY. PROVIDE AND INSTALL EXPANSION TANK ET-1 FOR NEW WATER HEATER. CONNECT 3/4" HW & CW TO EXISTING 3/4" HW & CW IN CEILING SPACE. 2 2 1-1/2"V3 4 4 5 5 12 12 6 6 7 2 (E)2"W(E)2"W8 8 9 9 9 5 5 5 10 (E)2"W 11 9 8 5 5 TD-1 (TYP. 4) TD-2 FD-1 9 5 5 1-1/2"V5 5 (E)4"S2"W 9 9 SH-1 SH-2 SH-1 SH-1 12 1/4" = 1'-0"7ENLARGED PLAN - JANITOR ROOM - WATER HEATER REPLACEMENT WH-1 ET-1 TMV-1 13 14 15 16 13 14 15 16 (E)CP-1 ON RISER (E)2-1/2"CW (E)1"HWR S.O.V (E)2"HW (E)2-1/2"HW 3"W BELOW SLAB 1-1/2"V RUN IN WALL BELOW WINDOW. ANT-1 (E)2"V (TYP.) (E)1-1/2"V 17 GENERAL NOTES 1. CONTRACTOR SHALL VERIFY ALL LOCATIONS, SIZES, ACTUAL POINT OF CONNECTION OF NEW PIPING TO EXISTING PIPING AND/OR NEW EQUIPMENT AND AVAILABILITY OF ALL ITEMS BEFORE COMMENCING ANY WORK. 2. CONTRACTOR SHALL INCLUDE IN HIS BID A FLUSHING AND COMPLETE SURVEY (WITH CAMERA) OF EXISTING MAIN DRAINAGE PIPING TO DETERMINE THE CONDITION OF THE PIPE, THE SLOPE, EXACT LOCATION, INVERT LOCATION AND SIZE OF PIPE. 3. THESE DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC AND ARE NOT INTENDED TO INDICATE ALL NECESSARY OFFSETS OF PIPING. THE CONTRACTOR SHALL INSTALL MATERIAL AND EQUIPMENT IN A MANNER AS TO CONFORM TO STRUCTURE, AVOID OBSTRUCTIONS, PRESERVE HEADROOM, AND KEEP OPENINGS AND PASSAGEWAYS CLEAR. ALL INSTALLATIONS SHALL BE CONSISTENT WITH ACCEPTABLE INDUSTRY STANDARDS. CONTRACTOR SHALL PROVIDE OFFSETS, TRANSITION, ETC. AS REQUIRED (NOT SHOWN FOR CLARITY) FOR COMPLETE AND OPERABLE INSTALLATION AT NO ADDITIONAL COST TO THE OWNER. 4. NEW PLUMBING FIXTURES/EQUIPMENT INDICATED ON THIS DRAWING IS SHOWN IN APPROXIMATE POSITION(S). THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS INCLUDING EQUIPMENT LOCATIONS, POINT OF CONNECTIONS, AND STRUCTURAL MEMBERS PRIOR TO INSTALLATION. IN ALL CASES, ADEQUATE ACCESS (PER MANUFACTURERS RECOMMENDATIONS AND CODE COMPLIANCE) FOR MAINTENANCE AND REPLACEMENT OF EQUIPMENT SHALL BE PROVIDED. 5. ALL DEMOLISHED MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR WHO SHALL BE RESPONSIBLE FOR PROMPT DAILY REMOVAL FROM THE SITE. REMOVE ALL DEBRIS FROM THE SITE RESULTING FROM THE WORK AT THE CONCLUSION OF DAILY CONSTRUCTION. REMOVE ALL TEMPORARY CONSTRUCTION FROM THE SITE. THE AREA OF THE SITE SHALL BE LEFT BROOM CLEAN. IF NOT, UPON NOTIFICATION, OWNER WILL PERFORM ALL NECESSARY CLEAN-UP WORK AND BACK CHARGE THE CONTRACTOR FOR THE EXPENSE THUS INCURRED. 6. ALL EQUIPMENT, MATERIAL, AND ALL CONNECTIONS THERETO SHALL BE INSTALLED COMPLETE PER MANUFACTURERS INSTRUCTIONS TO PROVIDE A COMPLETE AND FULLY OPERATIONAL SYSTEM. 7. CONTRACTOR MAY, AT HIS OPTION, REVISE PIPE ROUTING TO ALLOW FOR INSTALLATION IN THE AVAILABLE SPACE. 8. ALL WORK SHALL BE BASED ON MINIMIZING DISRUPTIONS TO EXISTING BUILDING OPERATION AND SHALL BE PERFORMED IN ACCORDANCE WITH THE WORK SCHEDULE APPROVED BY THE OWNER. 9. ALL CONNECTIONS TO EXISTING SERVICES SHALL BE MADE OR SUCH THAT INTERRUPTION TIME WILL BE AS SHORT AS POSSIBLE. THE CONTRACTOR SHALL GIVE THE OWNERS REPRESENTATIVE SUFFICIENT NOTICE OF SUCH INTERRUPTION AND THE ACTUAL SHUT-DOWN TIME SHALL BE AT A TIME DESIGNATED BY THE OWNER'S REPRESENTATIVE. ALL PIPING REQUIRING SHUT DOWN AS PART OF CONSTRUCTION (NEW AND EXISTING) SHALL BE CLEARED AND TESTED. 10. THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES IN THE AREA OF WORK WHICH ARE NOT INCLUDED IN THIS CONSTRUCTION. ANY DAMAGE RESULTING FROM THIS WORK SHALL BE REPAIRED AND/OR REPLACED AT NO ADDITIONAL COST TO THE OWNER. 11. EXISTING FIXTURE REMOVED: EXISTING FIXTURES TO BE REMOVED BY PLUMBING CONTRACTOR. CAP OR PLUG EXISTING SERVICES BELOW FLOOR, ABOVE CEILING, OR BEHIND WALL UNLESS OTHERWISE NOTED. DISPOSE OR SET IN STORAGE AS DIRECTED BY THE OWNER. 12. EXISTING FIXTURE REMAIN: EXISTING PLUMBING FIXTURE OR EQUIPMENT TO REMAIN. CLEAN AND CHECK CONDITION OF FIXTURE. REPAIR/REPLACE IF NECESSARY AS APPROVED BY OWNER. 13. EXISTING WASTE BELOW FLOOR:CAP AND ABANDON ALL EXISTING WASTE PIPING BELOW FLOOR EXCEPT INDICATED TO REUSED. ROUTER AND CLEAN ALL EXISTING WASTE PIPING TO BE REUSED. 14. DEMOLITION OF EXISTING PIPING:EXISTING PIPING ABOVE CEILING AND IN EXISTING WALLS BEING DEMOLISHED, THAT IS NOT BEING REUSED, SHALL BE REMOVED UNLESS OTHERWISE NOTED. COORDINATE EXTENT OF DEMOLITION WITH THE ARCHITECT AND THE GENERAL CONTRACTOR. 15. ALL PLUMBING FIXTURES AND EQUIPMENT SHALL HAVE ANGLE STOPS AND A SEPARATE SUITE SHUT OFF VALVE. PROVIDE A CLEANOUT AT END OF EACH SOIL/WASTE LINE, AT EACH WYE AND AT 100'-0" INTERVALS. 16. THE NEW OR REPAIRED POTABLE WATER SYSTEM SHALL BE DISINFECTED PRIOR TO USE ACCORDING TO THE METHOD SET IN SECTION 609.90F CALIFORNIA PLUMBING CODE. SEISMIC JOINT 10 P801 1/4" = 1'-0"2ENLARGED PLAN WOMEN'S SHOWER 170 - HW & CW TD-1 (E)3/4"CW (TYP. 4) (E)3/4"HW 10 (TYP.)17(TYP.) 17 (TYP.)10(TYP.) TD-1(TYP. 4) 1/4" = 1'-0"4ENLARGED PLAN MEN'S SHOWER 165 - HW & CW TP-111 TD-2 FD-1 10 1/2"CW 1/2"CW2"W SH-1 SH-2 SH-1 SH-1 (E)3/4"CW (E)3/4"HW (TYP.)17 (TYP.) 8 5 8(E)4"S8 (E)2"W TD-2 TD-1 TD-1 TD-1 TD-1(E)1-1/4"CW1/4" = 1'-0"6ENLARGED PLAN CSI 225 - HW & CW FD-1 1/2"CW1/2"CWFD-1 FD-1 ESH-1 TMV S-1 S-1 TP-1 1/2"3 4 7 ANT-1 (E)3/4"CW(E)3/4"HWTD-2 (E)1-1/4"HW2" AV TO ROOF 1 P205 WH - TMV 1 TAPPED P-TRAP ADAPTER, PPP INC. OR EQUAL 1/2" COPPER TUBING. ROUTE (THRU PARTITION FOR RESTROOM AND EXPOSED TIGHT TO WALL IN MAINTENANCE) BELOW FLOOR TO P-TRAPS SEE PLAN. DISTRIBUTION UNIT C.W. SUPPLY 3/4"x1/2" TEE. BALL VALVE TRAP PRIMER VALVE "TP" WITH INTEGRAL BACKFLOW PREVENTER AND VACUUM BREAKER PORT. DISTRIBUTION UNIT TO BE MOUNTED (ABOVE CEILING IN MAINTENANCE ROOM AND TOILET ROOM) FINISH FLOOR WASTE LINE P-TRAP FINISHED FLOOR BRASS CLEANOUT PLUG W/ COUNTER-SUNK HEAD, 1/8 C.I. BEND C.I. WASTE LINE. LENGTH TO SUIT. 1/8 BEND IF CLEANOUT OCCURS AT END OF LINE NOTES: THE TRAP PRIMER AND DISTRIBUTION UNIT SHALL BEHIND ACCESS PANEL 1/8"C.I. BEND FLOOR LINE CHROME WALL COVER AND SCREW WASTE/SEWER PIPE (4" DIA. MAXIMUM) WALL 4 BAND STAINLESS STEEL NO HUB SHIELDED COUPLING 4 BAND STAINLESS STEEL NO HUB SHIELDED COUPLING NOTES: BALANCE OF PIPING SAME AS CLEANOUT TO GRADE. VERTICAL SUPPORT : AT EACH FLOOR, NOT TO EXCEED TO 15 FEET. HORIZONTAL SUPPORT : EVERY OTHER JOINT UNLESS OVER 4 FEET THEN SUPPORT EACH JOINT. 1) 2) 3) HOT WATER HEAT TRAP 28" DROP BRADLEY THERMOSTATIC MIXING VALVE. INSTALL PER MANUFACTURER DIAGRAM AND RECOMMENDATIONS TEMPERED WATER TO FIXTURES THERMOSTAT UNION, (TYP.) FROM HOT WATER HEATERS COLD WATER CHECK VALVE BALL VALVE, TYP. HWR BALANCING VALVETO COLD WATER INLET TO WATER HEATER HOT WATER RETURN A/C UNIT NOTES: BRASS CLEANOUT PLUG (THREADED) H= FAN INLET PRESSURE (IN W.C.) +1, BUT NOT LESS THAN 2" CPVC PIPE UNION (TYP.) INSULATED STEEL DRAIN PAN FLEXIBLE CONNECTION H H/2CPVC CONDENSATE DRAIN, SEE PLANS FOR CONT. OF PIPING (E) CD PIPE OR NEW COPPER CD PIPE DETAIL "A" TERMINATE FLUSH WITH FLOORAS REQUIREDHEIGHTSLOPE NOTES: ALL CONDENSATE DRAIN LINES WITHIN BUILDING SHALL BE INSULATED 1/2" PUMPED CONDENSATE DRAIN DISCHARGE FROM CONDENSATE PUMP CEILING WALL-MOUNTED FAN COIL UNIT, SEE MECH. DWGS. FOR MOUNTING HEIGHT. FLOOR 1/2" PUMPED CONDENSATE DRAIN, TYPE "M" COPPER TUBING. (TYP.) TYPE 'M' COPPER WITH WROUGHT COPPER FITTINGS THERMOMETER (TYP.)DC.W. BALL VALVE (TYP.) CHECK VALVE (TYP.) & PRESS. RELIEF VALVE A.S.M.E. RATED TEMP. s" TO APPROVED ROUTE DRAIN LINE 12 IN. MIN.X" FLUE VENT NOTE: "AMTROL" EXPANSION TANK, MTD. ON WALL. FUSED DISCONNECT SWITCH & POWER BY ELECTRICAL FINISHED FLOOR AUTOMATIC AIR RELEASE VALVE NO MORE THAN 4 FT. FR. THE PUMP & SHALL BE ACCESSIBLE FOR REPLACEMENT & REPAIR IN LIEU OF AIR RELEASE VALVE, THE PUMP SHALL BE INSTALLED ON A VERTICAL SECTION OF THE RETURN LINE. 4" HOUSEKEEPING PAD 16 GA. DRAIN PAN W/ DRAIN TO FS CP-1, DIELECTRIC UNION (TYP.) H.W.120°F HW TMV-1 1"x4" WOOD BLOCK GUSSET 6" x 6" BLOCK W/ A34, TOP & BOTTOM EACH END. 3/8"∅ x LAG BOLT TO BLOCK OR STUD. (3" MIN. EMBEDMENT). 3/8" CARRIAGE NUT & BOLT WITH WASHER UNISTRUT P1000 CHANNEL SEISMIC RESTRAINT EQUAL TO HOLDRITE HR-80-180 BALANCING VALVE DRIP LEG GAS RECEPTER HOSE BIBB WALL 3/4" CONDENSATE DRAIN FROM A/C UNITS 1" COPPER COUPLING CHROME PLATED ESCUTCHEON 1 1/2" TRAP ARM 1" COPPER ELBOW COPPER TO INCH PIPE SIZE LAVATORY OR SINK TEE 1 1/2" TAILPIECE 1 1/2" 'P' TRAP PIPE PIPE COVERING PUTTY: MINIMUM 1-1/2" THICKNESS OF FILL MATERIAL APPLIED WITHIN THE ANNULUS ON TOP SURFACE OF FLOOR. PACKING MATERIAL: MINIMUM 4PCF MINERAL WOOL BATT INSULATION U.L. SYSTEM No. C-AJ-5054 PENETRATING ITEM: COPPER TUBING 1-1/2" DIA (OR SMALLER) TYPE ''L'' OR ''K'' PIPE COVERING PIPE WALL ASSEMBLY (WOOD OR STEEL CHANNEL STUDS WITH GYPSUM WALLBOARD) WALL ASSEMBLY (WOOD OR STEEL CHANNEL STUDS WITH GYPSUM WALLBOARD) PENETRATING ITEM: COPPER TUBING 6 INCH DIA. OR SMALLER TYPE ''L'' OR ''K'' CAULK FILL MATERIAL INSTALLED TO COMPLETELY FILL ANNULAR SPACE BETWEEN PIPE AND GYPSUM WALL BOARD AND WITH A MINIMUM 1/4INCH DIA. BEAD OF CAULK APPLIED TO PERIMETER OF PIPE AT ITS EGRESS FROM THE WALL. U.L. SYSTEM No. W-L-1001 5/16''DIA x 2''LG. STEEL WALL ANCHOR EQUALLY SPACED (TOTAL OF 6) PENETRATING ITEM: COPPER TUBING 6 INCH DIA. OR SMALLER TYPE ''L'' OR ''K'' PUTTY: MINIMUM 5-INCH OF FILL MATERIAL APPLIED WITHIN THE ANNULUS ON BOTH SURFACES OF THE WALL GALV. SHEET METAL SLEEVE W/ TABS TO RETAIN PUTTY TRIM RING U.L. SYSTEM No. W-L-5001 NOTES: 1. PENETRATIONS OF PIPES, CONDUITS, ETC., IN WALLS, FLOORS OR CEILING ASSEMBLIES REQUIRING PROTECTED OPENINGS SHALL BE FIRE STOPPED. FIRE STOP MATERIAL SHALL BE A TESTED ASSEMBLY AS PRESCRIBED IN U.B.C. STANDARD 7-5 AND AS APPROVED BY THE OSHPD FIRE MARSHALL (C.B.C. 714). 2. PLUMBING CONTRACTOR TO FOLLOW CBC 712.3, CPC 301, 701.1.2.2.CONCRETE FLOOR PIPE NIPPLE 3/4" 1 1/4" 1/2" SIZE PIPE 1 1/2" OAL LIVE LENGTH 4.4"3/4"4.1"3.0" 4" 8" 5" 6" 1 1/2" 2 1/2" 2" 3" 1 1/4" 1" 11.5" -- -- -- 9.0" 8.3" 7.0" 4.8" 6.0" 5.5" 9.3"9.0" 15.8" 11.0" 12.5" 16.5" 12.0" 13.5" 7.2" 6.5" 5.5" 3.7" 4.6" 4.2" 7.8" 7.0" 6.3" 4.8" 5.5" 5.1" STAINLESS STEEL BRAIDED HOSE (LIVE LENGTH) 1 1/4" 1 1/2" 2" 1" SIZE 1/2" PIPE 17.4" 19.4" 15.2" 16.4" 3/4" 1/2" SIZE PIPE 12.6" 14.4" LENGTH LIVE NIPPLE STD THD 4.0" 6" 8" 4" 5" TABLE-1 FLANGE -- 150# 4.3" WELD 28.4" 32.4" 23.3" 25.8" 2" 1" 2 1/2" SIZE PIPE 3" 18.8" 20.6" LENGTH LIVE 4.3"4.5" OAL -- -- -- -- 5.8" 7.3" 6.8" 8.5" -- -- 13.3" -- -- -- 10.8" 9.5" 8.3" 5.3" 7.3" 6.5" NIPPLE 3.5" BRZ THD 18.4" 20.6" 16.0" 17.4" COPPER SWEAT 3.3" 6" 8" 5" 4" BRONZE BRAID HOSE (LIVE LENGTH) 13.6" 15.2" LENGTH LIVE 2 1/2" SIZE PIPE 3" -- 26.7" -- -- 22.3" 23.8" LENGTH LIVE PIPING TO BE ANCHORED ON EACH SIDE OF BUILDING SEPARATION TO TRANSMIT MOVEMENT TO THE FLEX ASSEMBLY. (TYP.) 1. FLEXIBLE SEISMIC JOINT SHALL CONSIST OF AN INNER CORRUGATED STAINLESS STEEL METAL HOSE WITH OUTER STAINLESS STEEL OR BRONZE BRAID EQUAL TO FLEXONICS SERIES 301 BRONZE OR SERIES 401M STAINLESS STEEL BRAID. 2. MOVEMENT CAPABILITIES OF ASSEMBLY (IN ALL THREE PLANES) IS BASED ON MIMIMUM LIVE LENGTH OF HOSE FOR A TOTAL OF 4" MOVEMENT DETERMINED FROM TABLE BELOW: 3. TO DETERMINE APPROXIMATE OVERALL LENGTH (OAL) OF EACH LEG OF ASSEMBLY, ADD DIMENSIONS FROM TABLE-1 BELOW: FLEXIBLE METAL HOSE ASSEMBLY END CONNECTIONS MAY FURNISHED FLANGED, WELD END, THREADED OR SWEAT TO SUIT SYSTEM PIPING. BUILDING SEISMIC SEPARATION JOINT FLOOR SINK DRAIN PIPING 45° CHAMFER AT DISCHARGE DRAIN LINE SHALL BE AT LEAST THE SAME SIZE AS THE NIPPLE ON THE DRAIN PAN. NOTES: PROVIDE INSULATION FOR CONDENSATE PIPING. ROUTE CONDENSATE PIPING TO CODE APPROVED FLOOR SINK. MINIMUM 6" TO MAXIMUM 8" GAP PER MANUFACTURER'S LIMESTONE CHIPS RECOMMENDATIONS 2" AW INLET POLYETHYLENE 5/16" THICK HIGH DENSITY TIGHT (TYPICAL) CAULK WATER 2" W. OUTLET 2" ACID VENT UP IN WALL TO ROOF FLASHING ROOF 2" ACID VENT TURNED DOWN 1 1 ANT 2NO SCALETRAP PRIMER CONNECTION 3NO SCALEHVAC CONDENSATE & GAS CONNECTION 5NO SCALEWALL CLEANOUT 6NO SCALETHERMOSTATIC MIXING VALVE 7NO SCALEFAN COIL CONDENSATE DRAIN 9NO SCALEGAS WATER HEATER 10NO SCALECONDENSATE DRAIN TO LAVATORY TAILPIECE CONNECTION 12NO SCALEFLEXIBLE SEISMIC JOINT 11NO SCALEFIRE STOP PIPE PENETRATION 1NO SCALEFLOOR CLEANOUT 8NO SCALEFLOOR SINK 4NO SCALEACID NEUTRALIZER TANK CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MB 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: P801 DETAILS CARLSBAD SAFETY CENTER RENOVATION DT AA 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MB 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: P901 ISOMETRIC RISER DIAGRAMS CARLSBAD SAFETY CENTER RENOVATION DT AA 2560 ORION WAY CARLSBAD, CA 92010 50% CD SUBMITTAL 06.26.20 1ISOMETRIC WASTE & VENT - MEN'S SHOWER 165 & WOMEN'S SHOWER 170 2ISOMETRIC HOT & COLD WATER - MEN'S SHOWER 165 & WOMEN'S SHOWER 170 3ISOMETRIC WASTE & VENT - CSI LAB 225 4ISOMETRIC HOT & COLD WATER - CSI LAB 225 POC FD FD FD S S 1/2"HW ANT-1 (E)3/4"CW (E)3/4"HW ESH POC (E)2"CW IN CEILING SPACE LEVEL 1 (E)1-1/4"HW IN CEILING SPACE LEVEL 11"HW 1-1/4"CW TMV 1/2"CW 1-1/4"CW 1/2"CW TP 1"HW 1-1/4"CW FD FD FD S S ESH (E)2"VTR POC 1-1/2"V RUN IN WALL BELOW WINDOW 2"W WCO WCO WCO 2"W IN CEILING SPACE LEVEL 1 (E)2"VTR 3"W (E)2"V (E)1-1/2"V (E) JAN. SINK (E)3"W BELOW GRADE POC (E)2"W (E)2"W IN CEILING SPACE LEVEL 1 2"W 3"W FD SH SH SH SH TD TD TD TD TD TD TD TDTP TD TD POC POC POC (E)3"VTR (E)2"V DN. TO FLOOR LEVEL 1 1/2"CW 1/2"CW 3/4"HW 3/4"CW 3/4"CW 3/4"HW (E)3/4"HW (E)3/4"CW (E)1-1/4"CW (E)1-1/4"HW (E)2"CW (E)1-1/2"HW (E)2-1/2"HW 3/4"CW 3/4"HW (E)2-1/2"HW (E)3/4"CW (E)2"V (E)2"V (E)3"V WCO WCO WCO WCO FD TD TD TD TD TD TD TD TD TD TD WCO WCO WCO POC POC (E)4"S (E)4"S (E)1-1/2"V (E)1-1/2"V (E)2"VTR 1-1/2"V 1-1/2"V (TYP.) 2"W 2"W 2"W 2"W 2"W (TYP.) 1-1/2"V (TYP.) (E)2"V (E)1-1/2"V WCO WCO WCO WCO (E)2"W (E)1-1/2"V (E)1-1/2"V (TYP.) SH 165 MEN'S SHOWERS 170 WOMEN'S SHOWERS 225 CSI LAB 225 CSI LAB 165 MEN'S SHOWERS 170 WOMEN'S SHOWERS ANT-1 POC POC POC POC POC SH SH 1-1/2"V 1/2"CW POC POC 2"W (TYP.) 3/4"HW 3/4"CW 3/4"HW 3/4"CW 3/4"CW 3/4"HW 3/4"CW 3/4"HW POC SH 3/4"CW 3/4"HW 1-1/2"V RUN IN WALL BELOW WINDOW POC 2" AV TO ROOF 2" AV RUN IN WALL BELOW WINDOW 100% CD SUBMITTAL 09.11.20 NO SCALE NO SCALE NO SCALE NO SCALE PLAN OR DETAIL NUMBER PLAN OR DETAIL NAME PLAN OR DETAIL SCALE DETAIL REFERRED TO BY SECTION CUT SHEET DETAIL IS LOCATED ON NAME 1 VIEW NAME 1/8" = 1'-0" 1 M101 143 2 T101 SIM DETAIL REFERRED TO BY ELEVATION SHEET DETAIL IS LOCATED ON INDICATES SIMILAR DETAIL REFERENCED IN MULTIPLE LOCATIONS SIM INDICATES SIMILAR DETAIL REFERENCED IN MULTIPLE LOCATIONS LEVEL NAME 10' - 0"HEIGHT ABOVE PROJECT 0' - 0" 1 INDICATES NOTE USED TO DESCRIBE ADDITIONAL INFORMATION ABOUT WORK REQUIRED, SPECIFIC TO THE SHEET AND/OR DETAIL NOR HT INDICATES DIRECTION OF TRUE NORTH VIEW KEY NEW WORK BY THIS CONTRACTOR (DARK SOLID LINE) NEW WORK UNDERFLOOR OR UNDERGROUND BY THIS CONTRACTOR (DARK LONG DASHED LINE) NEW WORK BY OTHERS AND/OR EXISTING TO REMAIN (LIGHT SOLID LINE) EXISTING TO BE REMOVED BY THIS CONTRACTOR (DARK SHORT DASHED LINE) LINE TYPE KEY: BUILDING CODE:CBC 2019 EDITION FIRE CODE:CFC 2019 EDITION ELECTRICAL CODE:CEC 2019 LIFE SAFETY CODE:NFPA 101 2018 EDITION ENERGY CONSERVATION CODE:CEC 2019 APPLICABLE CODES CONTRACTOR SHALL COMPLY WITH APPLICABLE CODES AND LOCAL AMENDMENTS.48" MAX.20" MAX.44" MAX.20"-25" MAX.48" MAX.15" MIN.48" MAX.46" MAX.10" MAX.10"-24" MAX. ADA GUIDELINES -FRONT ACCESS ADA STANDARDS FOR ACCESSIBLE DESIGN INSTALL ABOVE COUNTER DEVICE AT 44" ABOVE FINISHED FLOOR. INSTALL ABOVE COUNTER DEVICE AT 40" ABOVE FINISHED FLOOR. INSTALL DEVICE AT 18" ABOVE FINISHED FLOOR. ADA GUIDELINES -SIDE ACCESS INSTALL DEVICE AT 44" ABOVE FINISHED FLOOR. INSTALL DEVICE AT 42" ABOVE FINISHED FLOOR. INTERMEDIATE METAL CONDUIT HAZARDOUS MATERIAL HAND-OFF-AUTOMATIC ELECTRO-METALLIC TUBING GROUND FAULT INTERRUPTER GROUND BUS OR WIRE GROUND FAULT ALARM GENERAL CONTRACTOR ELEVATION/ELEVATOR DEGREES FAHRENHEIT CONNECT OR CONNECTION CLOSED CIRCUIT TELEVISION CONDUIT ONLY WITH NYLON PULLCORD DISTRIBUTION SWITCHBOARD ELECTRICAL CONTRACTOR 90-MINUTE BATTERY CONNECTED TO UNIT CURRENT TRANSFORMER AMPERES INTERRUPTING CAPACITY AVAILABLE FAULT CURRENT AUTOMATIC TRANSFER SWITCH ARCHITECT OR ARCHITECTURAL AMERICAN WIRE GAUGE AMP FRAME/AMP FUSE ABOVE FINISHED FLOOR ABOVE FINISHED GRADE ALTERNATING CURRENT COPPERCU H HORIZONTAL ISOLATED GROUND HERTZ HOUR HEATER HEIGHT HORSEPOWER IG IMC HAZMAT HOA HTR HT HR HP HZ GROUND GAUGE FEET OR FOOTFEET OR FOOT FOOTING GALVANIZED GARBAGE DISPOSAL GALV GC GND GFI GFA GD G FTG FT GA FULL LOAD AMPERE ELECTRICAL EMERGENCY EQUIPMENT FIRE ALARM EXISTING FIXTURE EXHAUST FAN EXIST, E FLA F FA EQUIP FIXT EMER, EM ELECT ELEV EMT EF EACH DISCONNECT DEDICATED OUTLET DIRECT CURRENT DISTRIBUTION COLD WATER DIAMETER DRAWINGS DIST EA EB EC DWGS DB DC DISC DIA CW CT D BREAKERBKR CONTRACTOR COAXIAL CABLE CEILING CIRCUIT BREAKER CABLE TELEVISION CONDUIT WITH WIRE CONTINUATION CONCRETE CONTR COAX CONT CONN CONC CO CLG CATV CCTV C CB BACKBOARD ALUMINUM BELOW GRADE AMP TRIP AMP SWITCH ARCH BG BKBD ATS AWG AT AS AL AFC AFF AFG AIC AF AMPERES AC A ON CENTEROC UNDERGROUND PULL SECTION TEMPERATURE OR TEMPORARY SQUARE FEET OR SQUARE FOOT UNDERWRITERS LABORATORIES OWNER FURNISHED CONTRACTOR INSTALLED OWNER FURNISHED OWNER INSTALLED SWITCHBOARDSWBD XFMR UGPS SWGR TEMP TEL VFD W/ WP WT WH TYP VA UL UNO TC TV VARIABLE FREQUENCY DRIVE TRANSFORMER WEATHER PROOF WATER HEATER WITH WEIGHT VOLTAMPERE TIMECLOCK TELEPHONE TELEVISION SWITCHGEAR UNLESS NOTED OTHERWISE TYPICAL VOLTS SPEC SQ FT, SF STRUCT PLUMB RGS SW SD RLA QTY REC REF REQ PP PVC PWR PNL PL PH PIV OFOI PC PB OFCI RIGID GALVANIZED STEEL REQUIREMENTS REFRIGERATOR STRUCTURAL SPECIFICATION SMOKE DETECTOR SWITCH RATED LOAD AMPERE QUANTITY RECEPTACLE, RECESSED POWER POLE PILOT LIGHT PHOTOCELL CONTROL POLYVINYL CHLORIDE POST INDICATING VALVE PLUMBING PHASE POWER PANEL PULLBOX KAFC KILO - AMP FAULT CURRENT MECH MANUF MCC N NIC NO NTS NL NEC NC MIN MLO MTG MTD LT MH MAX MC LV LTG LBS LF LOC KVA KWH KW MOTOR CONTROL CENTER NORMALLY OPEN NATIONAL ELECTRICAL CODE MAIN LUGS ONLY MECHANICAL NOT IN CONTRACT NIGHT LIGHT NOT TO SCALE NORMALLY CLOSED NEW, NEUTRAL MINIMUM MOUNTING MOUNTED KILO-WATT LOW VOLTAGE LINEAL FEET KILO-WATT-HOUR MANUFACTURER MOUNTING HEIGHT MECHANICAL CONTRACTOR KILO-VOLTAMPERE LIGHT MAXIMUM LIGHTING POUNDS LOCATION JB JUNCTION BOX FF FURNITURE FEED, FINISHED FLOOR KCM KILO - CIRCULAR - MIL MOCP MINIMUM OVERCURRENT PROTECTION RM ROOM CIRCUITCKT BELOWBEL RELOCATED EQUIPMENTER R REMOVE RR REMOVE AND RELOCATE V FIRE SMOKE DAMPERFSD J-BOX JUNCTION BOX UNDERGROUNDUG ABBREVIATIONS AND DESCRIPTIONS:DEMOLITION NOTES: 1. ##-###INDICATES ELECTRICAL EQUIPMENT DEFINED IN ELECTRICAL SCHEDULES OR SPECIFICATION. REFER TO DRAWINGS CONTAINING ELECTRICAL SCHEDULES. PERMANENT NAMEPLATE SHALL MATCH FINAL EQUIPMENT NOMENCLATURE, NOT ELECTRICAL EQUIPMENT TAG NAME, REFER TO SPECIFICATIONS. 2. {L###}INDICATES THE LIGHTING SEQUENCE OF OPERATION FOR THE SPACE. REFER TO THE LIGHTING SEQUENCE OF OPERATION MATRIX ON SHEET #/###. 3. "NL" INDICATES LUMINAIRE IS UNSWITCHED FOR NIGHT LIGHT. 4. "SE" INDICATES LUMINAIRE IS SWITCHED/CONTROLLED DURING NORMAL OPERATION AND OPERATES FROM [EMERGENCY BATTERY] [EMERGENCY CIRCUIT] UPON LOSS OF POWER. 5. SHADED LUMINAIRE OR DEVICE INDICATES LUMINAIRE OR DEVICE IS CONNECTED TO AN EMERGENCY CIRCUIT. LUMINAIRE KEY: DEVICE KEY: ELECTRICAL MOUNTING SUBSCRIPT KEY: A MOUNT AT +6" TO CENTERLINE ABOVE COUNTER OR BACKSPLASH C MOUNT AT CEILING H MOUNT ORIENTED HORIZONTALLY L MOUNT IN CASEWORK M MOUNT IN MODULAR FURNITURE R MOUNT IN SURFACE RACEWAY ELECTRICAL GENERAL NOTES: LUMINAIRE F1 = FIXTURE TAG 1 = CIRCUIT NUMBER a = SWITCH DESIGNATION NL = SUBSCRIPT (IF APPLICABLE) *IF LABEL IS ORIENTED HORIZONTALLY A SLASH WILL SEPARATE THIS INFORMATION. EX: F1 / 1 / a / NL DEVICE A = MOUNTING (IF APPLICABLE) 1 = CIRCUIT NUMBER *IF LABEL IS ORIENTED HORIZONTALLY A SLASH WILL SEPARATE THIS INFORMATION. EX: A / 1 1. THE COMPLETE INSTALLATION SHALL BE IN ACCORDANCE WITH THE ADA STANDARDS FOR ACCESSIBLE DESIGN. REFER TO THE ADA GUIDELINES FOR ALL CONFIGURATION DETAIL ON THIS PAGE FOR ADDITIONAL INFORMATION. 2. CIRCUIT NUMBERS ARE SHOWN FOR CIRCUIT IDENTIFICATION. CIRCUITING SHALL AGREE WITH NUMBERING ON THE PANEL PROVIDED. COMMON NEUTRALS MAY NOT BE USED FOR BRANCH CIRCUITS. BALANCE THE LOAD ON PANEL AS EVENLY AS POSSIBLE BETWEEN EACH PHASE. 3. CIRCUITS SERVING EMERGENCY AND EXIT LUMINAIRES WILL BE RUN IN A SEPARATE RACEWAY FROM ALL OTHER CIRCUITS. 4. FLUSH MOUNT ALL LIGHTING CONTROL DEVICES AT +42" FROM FLOOR (CENTERLINE DIMENSION), EXCEPT WHERE OTHERWISE NOTED. DEVICES MAY BE SURFACE MOUNTED WHEN CONDUIT IS SPECIFIED EXPOSED. 5. FLUSH MOUNT ALL DUPLEX RECEPTACLES AND TECHNOLOGY OUTLETS AT +18" FROM FLOOR (CENTERLINE DIMENSION), EXCEPT WHERE OTHERWISE NOTED. RECEPTACLES AND OUTLETS MAY BE SURFACE MOUNTED WHEN CONDUIT IS SPECIFIED EXPOSED. 6. ALL MATERIALS USED TO SEAL PENETRATIONS OF FIRE RATED WALLS AND FLOORS SHALL BE TESTED AND CERTIFIED AS A SYSTEM PER ASTM E814 STANDARDS FOR FIRE TESTS OF THROUGH-PENETRATION FIRESTOPS. REFER TO [27 05 03 AND 28 05 03] [DIVISION 7] [26 05 03] FOR ADDITIONAL INFORMATION AND REQUIREMENTS SPECIFIC TO FIRESTOPPING. 7. CONNECTION FOR ELECTRIC WATER COOLERS (EWC) SHALL BE A JUNCTION BOX CONCEALED BEHIND WATER COOLER ACCESS PLATE OR BE A GFI RECEPTACLE LOCATED DIRECTLY BELOW AND CENTERED ON EWC. CONTRACTOR SHALL VERIFY TYPE OF EWC TO BE INSTALLED. 8. MOUNT ALL FIRE ALARM PULL STATIONS AT +42" FROM FLOOR (CENTERLINE DIMENSION) EXCEPT WHERE OTHERWISE NOTED. 9. INSTALL ALL WALL MOUNTED FIRE ALARM NOTIFICATION DEVICES AT 90" ABOVE FINISHED FLOOR OR 6" BELOW THE CEILING, WHICHEVER IS LOWER, EXCEPT WHERE OTHERWISE NOTED. HEIGHT SHALL BE MEASURED TO THE TOP OF THE DEVICE. 10. CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL CEILING MOUNTED DEVICES AND EQUIPMENT WITH LUMINAIRES, SPRINKLER, AND CEILING DIFFUSERS. CENTER ALL DEVICES IN CEILING TILE PATTERN. SMOKE DETECTORS AND OCCUPANCY/VACANCY SENSORS SHALL BE LOCATED NO CLOSER THAN 3 FEET TO AN AIR SUPPLY DIFFUSER OR RETURN GRILLE. 11. CONTRACTOR SHALL VERIFY ALL FURNITURE, MODULAR FURNITURE, AND EQUIPMENT LOCATIONS WITH ARCHITECTURAL PLANS, ELEVATIONS, AND REVIEWED SHOP DRAWINGS. PRIOR TO MAKING THE ACTUAL ELECTRICAL INSTALLATION, THIS CONTRACTOR SHALL ADJUST RECEPTACLES, OUTLETS, OR CONNECTION LOCATIONS TO ACCOMMODATE FURNITURE AND/OR EQUIPMENT. 12. ELECTRICAL AND TECHNOLOGY EQUIPMENT SHALL BE MOUNTED TO AVOID IMPEDANCE OF, OPERATION OF, AND/OR ACCESS TO ELECTRICAL AND MECHANICAL EQUIPMENT. ALL MOUNTING OF ELECTRICAL AND TELECOMMUNICATIONS EQUIPMENT, ON EQUIPMENT SUPPLIED BY ANOTHER CONTRACTOR, SHALL BE APPROVED IN ADVANCE BY THE OTHER CONTRACTOR. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OPENINGS REQUIRED IN WALLS. ALL OPENINGS SHALL BE REPAIRED TO MATCH EXISTING BY A QUALIFIED CONTRACTOR AT THE EXPENSE OF THIS CONTRACTOR. ALL CONDUITS THROUGH WALLS SHALL BE GROUTED OR SEALED INTO OPENINGS. 14. ALL WELDING SHALL BE ACCORDING TO AMERICAN WELDING SOCIETY STANDARDS. CONTRACTOR SHALL FURNISH TO THE ARCHITECT/ENGINEER CERTIFICATES QUALIFYING EACH WELDER, PRIOR TO START OF WORK. THE ARCHITECT/ENGINEER RESERVES THE RIGHT TO REQUIRE QUALIFYING DEMONSTRATION, AT THE CONTRACTOR'S EXPENSE, OF ANY WELDERS ASSIGNED TO THE JOB. 15. CONTRACTOR SHALL REMOVE AND REINSTALL ALL CEILING TILES AS REQUIRED FOR THE EXECUTION OF ELECTRICAL WORK. CONTRACTOR SHALL REPLACE CEILING TILES WITH IDENTICAL MATERIAL WHERE DAMAGED BY THIS CONTRACTOR. 16. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN, ELECTRICAL, TECHNOLOGY AUDIO/VISUAL, AND OTHER ELECTRICAL PLANS FOR EXACT LOCATIONS OF ALL CEILING MOUNTED DEVICES, OTHER THAN SPRINKLERS. ELECTRICAL INSTALLATION NOTES: ELECTRICAL PHASING NOTES: THESE NOTES APPLY TO ALL ELECTRICAL SHEETS AND TRADES, INCLUDING BUT NOT LIMITED TO, LIGHTING, POWER, AND SYSTEMS. 1. REFER TO [ARCHITECTURAL] DRAWINGS FOR GENERAL DESCRIPTION OF PHASES. REFER TO [CONSTRUCTION MANAGER'S/GENERAL CONTRACTOR'S/ARCHITECT'S] INSTRUCTIONS FOR MORE DETAILS AND, PHASING SCHEDULES AND FOR CONCURRENT WORK. MECHANICAL, ELECTRICAL AND TECHNOLOGY DRAWINGS DEPICT THE INTENT OF THE FINAL DESIGN. THE MECHANICAL, ELECTRICAL, AND TECHNOLOGY DRAWINGS DO NOT DEPICT THE MEANS AND METHODS TO MEET THE REQUIREMENTS OF THE PHASING CRITERIA. 2. REVIEW PROJECT PHASING PLANS TO COORDINATE DEMOLITION WORK, OUTAGES, ETC. WITH AFFECTED ADJACENT AREAS. 3. PROVIDE TEMPORARY LIGHTING, POWER, SYSTEMS, ETC. AS NEEDED TO MAINTAIN SERVICE TO ALL AREAS DURING ALL PHASES OF PROJECT. 4. INSTALL TEMPORARY LIGHTING, CIRCUITS, ETC. AS NECESSARY TO KEEP ALL OCCUPIED SPACES OPERATIONAL THROUGHOUT ALL PHASES OF THE PROJECT 5. PHASE DEMOLITION WORK TO MINIMIZE DOWNTIME. 1. EXISTING CONDITIONS ARE SHOWN BASED ON INFORMATION OBTAINED FROM FIELD SURVEYS, EXISTING BUILDING DOCUMENTS, AND STAFF. VERIFY EXISTING CONDITIONS AND REPORT ANY CONFLICTS BEFORE PROCEEDING. 2. NOT ALL EXISTING EQUIPMENT, LUMINAIRES, AND CONDUIT ARE SHOWN. VERIFY EXISTING CONDITIONS AND REPORT ANY CONFLICTS WITH NEW WORK BEFORE STARTING WORK. 3. FIELD VERIFY THE AVAILABLE CLEARANCES FOR CABLE TRAY, BUSWAY AND CONDUITS BEFORE FABRICATION. RISES AND DROPS MAY BE NECESSARY BECAUSE OF EXISTING FIELD CONDITIONS. 4. EACH CONTRACTOR SHALL FIELD VERIFY ACCESSIBILITY TO THE AREA OF HIS/HER WORK AND SHALL NOTIFY THE PRIOR TO BIDDING IF OTHER UTILITIES ARE REQUIRED TO BE REMOVED OR RELOCATED TO ALLOW ACCESS TO HIS/HER AREA OF WORK. 5. WHERE EXISTING ELECTRICAL SYSTEMS ARE LOCATED IN AREAS THAT CONFLICT WITH NEW EQUIPMENT, PIPING, OR DUCTWORK TO BE INSTALLED, EACH CONTRACTOR SHALL EITHER ARRANGE NEW EQUIPMENT, CONDUIT, OR DUCTWORK IN SUCH A FASHION THAT IT DOES NOT CONFLICT WITH EXISTING SYSTEMS, OR REWORK EXISTING ELECTRICAL SYSTEMS TO ALLOW FOR INSTALLATION OF NEW EQUIPMENT, PIPING, OR DUCTWORK. ELECTRICAL RENOVATION NOTES: THESE NOTES APPLY TO ALL ELECTRICAL SHEETS AND TRADES, INCLUDING BUT NOT LIMITED TO, LIGHTING, POWER, AND SYSTEMS. SWITCH - SINGLE POLE SWITCH - TWO POLE2 SWITCH - THREE WAY3 SWITCH - FOUR WAY4 SWITCH - WEATHERPROOFW OC OCCUPANCY SENSOR - DUAL TECHNOLOGY LS DAYLIGHT LEVEL SENSOR PHOTOCELLPC LINEAR LUMINAIRES TROFFER WALL SCONCE LUMINAIRE DOWNLIGHT LUMINAIRE AIMABLE OR WALL WASH LUMINAIRE INDUSTRIAL LUMINAIRE POLE MOUNTED LUMINAIRE SINGLE FACE EXIT SIGN DOUBLE FACE EXIT SIGN EMERGENCY UNIT WALL BRACKET LUMINAIRE CIRCUIT BREAKER - SURFACE MOUNTED CIRCUIT BREAKER - FLUSH MOUNTED DISCONNECT OCCUPANCY SENSOR - DUAL TECHNOLOGY - WALL MOUNTED OC TIME SWITCH TC TV ANTENNA OUTLETTV GROUND FAULT DEVICEG FLOOR BOX - DUAL COMPARTMENT FLOOR BOX - MULTI SERVICE FLOOR BOX - DUPLEX RECEPTACLE JUNCTION BOXJ J ELECTRICAL CONNECTIONE E MULTI OUTLET SYSTEM TECHNOLOGY ROUGH-INRI TECHNOLOGY ROUGH-IN, MOUNTED +54" AFFRI METERM PANELBOARD - SURFACE MOUNT PANELBOARD - RECESS MOUNT GROUND BUSGB PB MOMENTARY PUSHBUTTON OPERATOR ES EMERGENCY STOP, N.C. CONTACT EMERGENCY STOP, N.O. CONTACTEPO SHUNT TRIPST MANUAL SWITCH TOUCH SCREEN CONTROLLER HAND DRYER ISOLATED GROUND QUAD RECEPTACLE WITH SURGE SUPPRESSION, 125V EPO# DUPLEX RECEPTACLE, 125V DUPLEX GFI RECEPTACLE, 125V DUPLEX GFI WEATHERPROOF RECEPTACLE 125VW ISOLATED GROUND RECEPTACLE, 125V ISOLATED GROUND RECEPTACLE WITH SURGE SUPPRESSION, 125V QUAD RECEPTACLE, 125V QUAD GFI RECEPTACLE, 125V ELECTRICAL SYMBOL LIST SYMBOL:DESCRIPTION: POWER/DATA FURNITURE FEED, RECESSED, FLOOR MTD EEM EXTERNAL ENERGY METER TRANSFORMER HAND HOLEHH S S DUPLEX RECEPTACLE CONTROLLED BY OCCUPANCY O QUAD GFI WEATHERPROOF RECEPTACLE, 125V W LV SWITCH W/ MOTION, DIMMER, DAYLIGHT QUAD RECEPTACLE CONTROLLED BY OCCUPANCY O BUSS PLUG - FUSIBLE DISCONNECT SX SWITCH - SINGLE POLE-KEY LOCKK LV SWITCH W/ MOTION SENSOR SD LV SWITCH W/ DIMMER S SPECIAL LV SWITCH PER PLAN PROGRAMMABLE LV SWITCH 1-BUTTON PROGRAMMABLE LV SWITCH 2-BUTTON PROGRAMMABLE LV SWITCH 4-BUTTON LV SWITCH W/ MOTION, DIMMER TSC SM DM 1B 2B 4B PROGRAMMABLE LV SWITCH 6-BUTTON6B FF POWER/DATA FURNITURE FEED, RECESSED, WALL MTD HD FF NORMAL BRANCH LUMINAIRE EMERGENCY (STANDBY) BRANCH LUMINAIRE EMERGENCY (LIFE SAFETY) BRANCH LUMINAIRE [UNSWITCHED FOR NIGHT LIGHT, UNLESS NOTED 'SE'] LUMINAIRE SYMBOL KEY SYMBOL: DESCRIPTION: ELECTRICAL SHEET INDEX E000 ELECTRICAL COVERSHEET E001 SINGLE LINE DIAGRAM - DEMOLITION E002 SINGLE LINE DIAGRAM - RENOVATION E003 PV SINGLE LINE DIAGRAM E004 LIGHTING FIXTURE SCHEDULE E101 SITE PLAN - ELECTRICAL DEMOLITION E102 SITE PLAN - ELECTRICAL RENOVATION E201 LEVEL 01 - ELECTRICAL DEMOLITION PLAN E202 LEVEL 02 - ELECTRICAL DEMOLITION PLAN E203 ROOF - ELECTRICAL DEMOLITION PLAN E204 LEVEL 01 - ELECTRICAL RENOVATION PLAN E205 LEVEL 02 - ELECTRICAL RENOVATION PLAN E206 ROOF PLAN - ELECTRICAL RENOVATION PLAN E207 LEVEL 01 - LIGHTING RENOVATION PLAN E208 LEVEL 02 - LIGHTING RENOVATION PLAN E300 LIGHTING ELEVATIONS AND ENLARGED PLAN E400 ENLARGED MAIN ELECTRICAL ROOM E401 ENLARGED ELECTRICRAL PLANS E500 DETAILS E501 DETAILS E502 DETAILS E503 DETAILS E600 PANEL SCHEDULES E601 PANEL SCHEDULES E700 TITLE 24 - ELECTRICAL E701 TITLE 24 - ELECTRICAL GRAND TOTAL: 26 SUGGESTED MATRIX OF RESPONSIBILITY ITEM:SHOWN ON: FURNISHED BY: INSTALLED BY:NOTES: TECHNOLOGY ROUGH-IN, REFER TO GENERAL TECHNOLOGY EQUIPMENT SCHEDULE AND SPECIFICATIONS FOR DEFINITION T-SERIES E.C.E.C. 3. 4. INFORMATION OUTLET FACEPLATES, JACKS, AND TERMINATIONS T-SERIES T.C.T.C. CONDUIT SLEEVES (WHEN SHOWN ON DRAWINGS) T-SERIES E.C.E.C. CONDUIT SLEEVES (NOT SHOWN BUT REQUIRED FOR PROPER INSTALLATION OF SYSTEM) N/A T.C.T.C. 2. 4. TELECOMMUNICATION SYSTEMS ROUGH-IN T-SERIES E.C.E.C.1. TELECOMMUNICATION EQUIPMENT, CABLING, AND TERMINATIONS T-SERIES T.C.T.C. CABLE TRAY (INCLUDING WIRE BASKET TRAY) REFER TO SPECIFICATION SECTION 27 05 28 FOR DEFINITION T-SERIES E.C.E.C. LADDER RACK T-SERIES T.C.T.C.5. GROUNDING LUGS ON TECHNOLOGY EQUIPMENT T-SERIES T.C.E.C.6. BONDING SYSTEM FOR TECHNOLOGY SYSTEM, REFER TO SPECIFICATION SECTION 27 05 26 FOR DEFINITION T-SERIES E.C.E.C. 7. 8. CONNECTION OF TECHNOLOGY BONDING SYSTEM TO THE ELECTRICAL GROUND SYSTEM T-SERIES E.C.E.C. LINE VOLTAGE POWER (+120V OR GREATER) E-SERIES E.C.E.C. LINE VOLTAGE POWER (NOT SHOWN BUT REQUIRED FOR PROPER INSTALLATION OF SYSTEM) N/A T.C.E.C. 2. 4. LINE VOLTAGE POWER FOR DOOR HARDWARE POWER SUPPLIES ARCH SPEC E.C.E.C. LOW VOLTAGE CABLING FOR TECHNOLOGY SYSTEMS T-SERIES T.C.T.C. CABLE HANGERS AND SUPPORTS OR OTHER CABLE ROUTING METHODS (OTHER THAN CONDUIT AND CABLE TRAY) T-SERIES T.C.T.C.5. TECHNOLOGY SERVICE ENTRANCE CONDUITS, HANDHOLES, AND MANHOLES T-SERIES E.C.E.C. FLOOR BOX (ROUGH-IN)T & E SERIES E.C.E.C.MATTH E W M. S A MAREREREENIGN E L ANOISSEORPD F IAN OF CA L I F O RST A TE E LACIRTCLETSIGERNo. 21648 Exp 9/30/20 CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MS 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION PROJECT MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: As indicated E000 ELECTRICAL COVERSHEET CARLSBAD SAFTEY CENTER IMEG CF 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 1. IN GENERAL, THE DEMOLITION PLAN SHOWS ALL EXISTING EQUIPMENT TO BE REMOVED; HOWEVER, ELECTRICAL EQUIPMENT, PANELBOARDS, FIXTURES AND DEVICES, WHETHER SHOWN ON THIS DRAWING OR NOT THAT IS LOCATED IN REMOVED WALLS, FLOORS OR CEILINGS SHALL BE REMOVED UNLESS OTHERWISE NOTED. 2. THE CONTRACTOR SHALL VISIT THE SITE SPECIFICALLY INCLUDING ALL AREAS INDICATED ON THE DRAWINGS. HE SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THESE EXISTING CONDITIONS, AND BY SUBMITTING A BID ACCEPTS CONDITIONS UNDER WHICH HE WILL BE REQUIRED TO PERFORM HIS WORK. 3. IT SHALL BE THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO DISCONNECT AND REMOVE ALL EXISTING LIGHTING FIXTURES, RECEPTACLES, ELECTRICAL PANELBOARDS, EQUIPMENT, ETC., AFFECTED BY THE REMODELED AREA. THIS WILL INCLUDE REROUTING, OR THE EXTENSION OF EXISTING CONDUIT AND FEEDERS WHERE NECESSARY TO MAINTAIN THE CONTINUITY OF EXISTING EQUIPMENT REMAINING. 4. ALL CIRCUIT NUMBERS AND EXISTING CONDUIT HOMERUNS SHOWN ON THESE DRAWINGS WERE TAKEN FROM EXISTING RECORD DRAWINGS. IT IS THIS CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATIONS OF HOMERUNS, AND ADJUST CIRCUIT NUMBERS ACCORDING TO EXISTING CONDITIONS IF REQUIRED. 5. EXISTING CONDUIT FEEDS UP THROUGH FLOOR SHALL BE CUT OFF AND PLUGGED FLUSH WITH FLOOR WHERE EXISTING WALLS, ETC., ARE REMOVED. REMOVE CONDUCTORS FROM THIS POINT BACK TO LAST OUTLET REMAINING IN SERVICE. 6. WHERE EXISTING WALLS HAVE BEEN REMOVED, AND THERE ARE EXISTING CONDUIT FEEDS WHICH HAVE BEEN CUT-OFF AND CAPPED FLUSH WITH FLOOR, IT IS THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY AND DIMENSION ALL SUCH CONDUITS ON THE "AS-BUILT" DRAWINGS UNLESS OTHERWISE NOTED. 7. IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO MAINTAIN CONTINUITY OF ALL ELECTRICAL SYSTEMS, EQUIPMENT, ETC., REMAINING IN OPERATION WHICH ARE BEING FED BY AN ABANDONED OUTLET. MAINTAINING CONTINUITY SHALL CONSIST OF REROUTING CONDUIT, WIRING, ETC., AS REQUIRED. 8. ALL ELECTRICAL FIXTURES, OUTLETS, DEVICES, ETC., THAT ARE REMOVED, SHALL BE REMOVED COMPLETELY, INCLUDING CONDUIT AND WIRING BACK TO THE PANELBOARD OR TO THE LAST FIXTURE, OUTLET, DEVICE, ETC., REMAINING IN SERVICE. 9. EXISTING CIRCUITS WHICH ARE REMOVED AND NOT REUSED SHALL BE IDENTIFIED ON THE PANEL SCHEDULE AS "SPARE". 10. THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE OWNER PRIOR TO REMOVAL OF EXISTING ELECTRICAL EQUIPMENT, AND TURN OVER REMOVED EQUIPMENT THAT THE OWNER REQUESTS IN AN "AS-FOUND" CONDITION. EQUIPMENT THAT IS TO BE TURNED OVER SHALL BE BOXED AND TAGGED TO IDENTIFY THE SPECIFIC EQUIPMENT. 11. WHERE NEW CIRCUITS ARE SHOWN TO EXISTING PANELS, INSTALL NEW BREAKERS (MINIMUM 20 AMP, SINGLE POLE) AS CALLED FOR ON DRAWINGS. IDENTIFY EACH NEW CIRCUIT ON PANEL SCHEDULE. 12. EXISTING CONDUIT MAY BE REUSED IF ADEQUATELY SIZED. 13. IN SOME INSTANCES, IT MAY BE NECESSARY FOR THE ELECTRICAL CONTRACTOR TO TEMPORARILY RELOCATE, REROUTE, ETC., EXISTING ELECTRICAL EQUIPMENT. THIS SHALL BE DONE SO THAT THE SYSTEMS IN ALL PHASES (THOSE COMPLETED AND THOSE YET TO BEGIN), ARE IN COMPLETE OPERABLE, CONDITION AS CONSTRUCTION PROCEEDS THROUGH EACH PHASE. 14. WHERE NEW CIRCUITS ARE SHOWN CROSSING PHASING BOUNDARIES (I.E., CORRIDOR LIGHTING, ETC.) THIS CONTRACTOR SHALL CONNECT ALL EQUIPMENT, FIXTURES, ETC., IN THE PHASE WHICH IS THEN UNDER CONSTRUCTION. CONTRACTOR SHALL STUBOUT ALL REQUIRED CONDUIT AND WIRING ACROSS PHASE BOUNDARIES; THEN PICK UP AND EXTEND THESE CONDUIT RUNS WHEN CONSTRUCTION BEGINS IN THE ADJACENT PHASE. 15. DURING EACH PHASE OF DEMOLITION, ALL CIRCUITS FROM EXISTING PANELS WHICH FEED AREAS OUTSIDE THE BOUNDARIES OF THAT PHASE, SHALL BE MAINTAINED AS COMPLETED & OPERABLE SYSTEMS. 16. PANELS OF TERMINAL CABINETS WHICH ARE LOCATED IN A WALL THAT IS TO BE DEMOLISHED, SHALL REMAIN IN AN OPERATIVE CONDITION UNTIL ALL AREAS FED BY THE RELATED PANELS HAVE BEEN DEMOLISHED. THIS CONTRACTOR SHALL PROVIDE AND INSTALL ALL EQUIPMENT REQUIRED TO TEMPORARILY SUPPORT PANELS. PANELS MAY BE TEMPORARILY FREESTANDING, MOUNTED IN TEMPORARY PORTION OF WALLS TO BE DEMOLISHED LATER, ETC. CHECK WITH ARCHITECT AND ENGINEER FOR APPROVAL OF SUPPORTS. IT SHALL ALSO BE THIS CONTRACTOR'S RESPONSIBILITY TO RELOCATE AND RECONNECT ALL CIRCUITS ON A TEMPORARY BASIS IF THE PANELS, TERMINAL CABINETS, NURSE CALL TERMINAL CABINETS, ETC., CONFLICT WITH THE NEW CONSTRUCTION PHASES, AND THEN REMOVED AFTER COMPLETION OF PHASES. 17. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION AND REPAIR OF EXISTING SURFACES, AREAS, AND PROPERTY THAT MAY BE DAMAGED AS A RESULT OF ANY ELECTRICAL DEMOLITION AND/OR NEW WORK. 18. ALL ABANDONED OUTLETS INCLUDING LIGHT, RECEPTACLES, TELEPHONE, ETC., SHALL BE COVERED AND PATCHED TO MATCH THE FINISH OF SURROUNDING WALL OR CEILING TO THE SATISFACTION OF THE OWNER. 19. ALL ELECTRICAL EQUIPMENT, PANELBOARDS, LIGHTING FIXTURES AND WIRING DEVICES REMOVED TO ACCOMPLISH DEMOLITION WORK SHALL BE REINSTALLED SIMILAR TO NEW WORK, U.O.N. 20. DASH LINE SYMBOLS SHOWN ON DEMOLITION PLAN ARE TO BE REMOVED. 1. EXISTING FIRE ALARM SYSTEM SHALL BE MAINTAINED OPERATIONAL AT ALL TIMES EXCEPT PRE-SCHEDULED OUTAGES WHEN APPROVED BY THE CITY REPRESENTATIVE & AT THE TIME & OF PERIODS AS DIRECTED. 2. THE CONTRACTOR SHALL PROVIDE ADEQUATE MANPOWER TO ACCOMPLISH ALL WORK REQUIRING POWER OUTAGES OR DISABLING OF FIRE DETECTION SYSTEMS TO OCCUPIED SPACES WITH CITY APPROVAL. 3. THE SCHEDULE ESTABLISHED FOR THE DISABLING OF FIRE ALARM SYSTEM & POWER OUTAGES TO PANELBOARDS FOR MODIFICATION AND CUTBACK SHALL BE APPROVED AND AT THE TIME & OF PERIODS AS DIRECTED. 4. POWER OUTAGES AND TAKING FIRE ALARM SYSTEMS OUT OF SERVICE SHALL BE ON DATE TO BE DETERMINED BY THE CITY. 5. CONTRACTOR SHALL SUBMIT A DETAILED, STEP-BY-STEP METHOD OF PROCEDURE FOR WORK REQUIRING POWER OUTAGES TO POWER & DISABLING FIRE ALARM SYSTEMS OUT OF SERVICE FOR APPROVAL. THE SUBMITTAL SHALL MADE 10 WORKING DAYS PRIOR TO ANY POWER SHUTDOWN, OR DISABLING OF SYSTEM. 6. ONCE THE POWER HAS BEEN DE-ENERGIZED OR SYSTEMS HAVE BEEN DISABLED, WORK SHALL CONTINUE UNINTERRUPTED UNTIL SUCH TIME THAT SERVICES HAVE BEEN RESTORED. 7. CONTRACTOR SHALL PROVIDE FIRE WATCH THAT MEETS THE REQUIREMENTS OF CFC, CHAPTER 9, SECTION 901.7 THRU 901.7.6; AND SECTION 1408.6. 8. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO MAINTAIN CONTINUITY OF THE EXISTING FIRE ALARM SYSTEMS, CENTRAL STATION REPORTING SYSTEM, SMOKE MANAGEMENT SYSTEM AND ANY OTHER LIFE SAFETY EQUIPMENT EXISTING AT THE SITE AND AFFECTED BY HIS WORK ON THE PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIRE WATCH OR OTHER MITIGATING MEASURES FOR SYSTEM THAT ARE MADE INACTIVE OR OTHERWISE COMPROMISED AS A RESULT OF THE WORK PERFORMED BY THE CONTRACTOR. MAINTENANCE OF SERVICES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING & PAINTING ALL EXISTING SURFACES (FLOOR, WALLS, CEILING, ETC.) DISTURBED BY HIM FOR THE WORK. PATCHING & PAINTING SHALL MATCH EXISTING SURFACES. 2. CEILING COORDINATION: LOCATION OF ALL RACEWAYS, OUTLETS, DEVICES, ETC. SHALL BE CLOSELY COORDINATED WITH THE EXISTING ARCHITECTURAL AND MECHANICAL CONDITIONS. LOCATIONS INDICATED ARE APPROXIMATE ONLY. REFER TO ALL AVAILABLE REFLECTED CEILING PLANS, ETC., TO ASSIST IN ACCURATE PLACEMENT OF EQUIPMENT. 3. ALL OPENINGS IN FIRE RATED STRUCTURES SHALL BE FIRE STOPPED THE SAME DAY THAT THE OPENING IS MADE. 4. FIRE STOPPING SHALL BE ON BOTH SIDES OF THE PENETRATION OF FIRE RATED STRUCTURES & SHALL BE LISTED IN THE UL FIRE RESISTIVE DIRECTORY & APPROVED FOR THE INTENDED APPLICATION. FIRE RATED STRUCTURES SHALL INCLUDE BUT NOT BE LIMITED TO CORRIDORS, STAIRCASES, STORAGE/ELECTRICAL ROOMS & ANY ROOMS WITH COMMON WALLS TO CLASSROOMS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ORDERING PROPER TYPE TRIM FOR ALL DEVICES TO ASSURE PROPER FIT IN THE SURFACE WHERE THE DEVICE IS BEING INSTALLED. 6. PROVIDE JUNCTION BOXES, TRANSITION FITTING, ETC., WHERE SURFACE WIREWAYS ARE TERMINATED AND CONDUCTORS ARE EXTENDED WITH CONDUIT. 7. THE CORE DRILLING, CUTTING AND PATCHING OF WALLS OR SLABS SHALL BE AS SPECIFIED UNDER THE GENERAL CONDITIONS. PROVIDE RE-BAR TESTING WITH A NON DESTRUCTIVE "PACOMETER" BEFORE CORING HOLES IN FLOOR AND WALLS. CONTACT AOR 72 HOURS IN ADVANCE OF PERFORMING ANY DRILLING. LOCATIONS FOR SLEEVES ARE APPROXIMATE AND SHOULD BE MOVED AS NECESSARY WITHIN THE SAME GENERAL AREA. ALL OPENINGS MUST BE FIRE STOPPED TO MEET LOCAL CODES. 8. CONTRACTOR SHALL REMOVE ANY PART OF CEILING OR WALLS NECESSARY TO CREATE ACCESS OPENING FOR ACCESS AND/OR INSTALLATION OF MATERIALS IN WALLS OR CEILING (OR TO WALLS & CEILING) AND PATCH THE OPENING AND/OR SURFACE DISTRIBUTED FOR WORK PART OF THIS CONTRACT TO MATCH EXISTING AT NO ADDITIONAL COST TO BID PRICE. 9. THE DRAWINGS DO NOT INDICATE ALL ARCHITECTURAL FEATURES & CHALK BOARDS WHERE WIREWAYS ARE TO BE INSTALLED. CONTRACTOR SHALL PROVIDE ALL NECESSARY SUPPORTS, CONDUIT & SURFACE OFFSETS, BOXES, FITTINGS, ETC. FOR A COMPLETE INSTALLATION. INCLUDE ALL COST IN BID PRICE. 10. NEW EQUIPMENTS OR DEVICES ARE INSTALLED BELOW 80" A.F.F. SHALL BE MAINTAINED PER A.D.A REQUIREMENTS. THEY SHALL NOT OBSTRUCT PASSAGEWAY OR BECOME A SAFETY HAZARD. CONSULT WITH ARCHITECT/ENGINEER AND/OR INSPECTOR FOR AN ALTERNATE LOCATION IF REQUIRED. 11. IF NEW SURFACE MOUNTED TERMINAL CABINETS ARE INSTALLED IN AREAS OF PUBLIC OCCUPANCIES (HALLWAYS, CLASSROOMS, OFFICES, ETC.) AND CREATE A SAFETY HAZARD, BECAUSE OF THE PROTRUDING BOTTOM CORNERS, CONTRACTOR SHALL BOX OUT WIDTH AND DEPTH OF PANELS, CABINETS, ETC., TO FINISH FLOOR. 12. WHEN ALL FIRE ALARM DEVICES ARE INSTALLED AND PROGRAMMING IS COMPLETED, THE FIRE ALARM DEVICE MAP IN THE BUILDING SHALL BE UPDATED TO INDICATE TO THE CITY PERSONNEL THE LOCATIONS OF THE NEW DEVICES. 13. "LABEL DESCRIPTIONS" INDICATING DEVICE TYPE AND LOCATION THAT ARE DISPLAYED ON THE FIRE ALARM LCD DISPLAY SHOULD BE CLEAR AND EASILY UNDERSTOOD BY THE OFFICE STAFF. DESCRIPTIONS SHOULD BE BASED ON THE STAFFS UNDERSTANDING OF THE SITE AND NOT ON INFORMATION TAKEN FROM PRINTS. 14. CONTRACTOR SHALL COMPLETE THE NFPA 72 RECORD OF COMPLETION TESTING ALL DEVICES AND APPLIANCES. PROVIDE A COPY TO THE OWNER, ARCHITECT, LOCAL FIRE AUTHORITY. 15. CUTTING, BORING, SAWCUTTING OR DRILLING THROUGH THE NEW OR EXISTING STRUCTURE ELEMENTS TO BE DONE ONLY WHEN SO DETAILED IN THE DRAWINGS OR ACCEPTED BY THE ARCHITECT WITH THE APPROVAL OF THE STRUCTURAL ENGINEER. 16. UNLESS SPECIFICALLY SHOWN ON THESE PLANS, NO STRUCTURAL MEMBER SHALL BE CUT, DRILLED, NOTCHED OR WELDED WITHOUT PRIOR WRITTEN AUTHORIZATION FROM THE STRUCTURAL ENGINEER. RETROFIT GENERAL NOTES 10920 VIA FRONTERA SUITE 200 SAN DIEGO, CA 92127 858.271.9808 FAX: 858.271.9932 www.imegcorp.com # 19004147.00 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP. REFERENCE SCALE IN INCHES 0 1 2 3 LSIG G G A V ASVS M (R) 400A 3P (R) 50A 3P (R) 450A 3P (R)300KW GENERATOR 277/480V,3ø,4W (R)DISTR. BOARD "EDBB" 277/480V,3ø,4W, 600A BUS "ATS1" 600A 4P,480V,3ø (E) 3P (E) (E) COMB. PULL (E)MAIN SERVICE & DISTR. BOARD "MSDA" (E) 1600A 3P (E)277/480V, 3ø,4W, 1600A BUS (E) 50A 3P (E) PANEL "L1B" (E) 350A 3P (E) XFMR "TDBA" 112.5KVA (E) 50A 3P (E) PANEL "L2A" (E) 350A 3P (E) CONTROL "MCC" (E) 60A 3P (R) ELEV. #1 25HP (E) 100A 3P (E) 400A 3P (E)DISTR. BOARD "DBA" (E) 120/208V,3ø,4W, 800A BUS (E) 80A 3P (E) PANEL "P1C" (E) 125A 3P (E) PANEL "P2A" (E) 80A 3P (E) PANEL "P2B" (R) ELEV. #2 40HP (R) (E) 175A 3P (E) PANEL "EL1A" (E) 125A 3P (E) PANEL "EL2A" (R) 60A 3P (E) 70A 3P (E) PANEL "EL1C" (E) 50A 3P (E) 50A 3P (E) 60A 3P (E) PANEL "L1A" (E) PANEL "EPB" (E) XFMR "ETB" 9KVA (E) PANEL "EP1A" (E) XFMR "ET1A" 30KVA (E) PANEL "EP2A" (E) XFMR "ET2A" 45KVA (E) PANEL "EP1B" (R) XFMR "ET1B" 45KVA (E) PANEL "EP1C" (E) XFMR "ET1C" 30KVA (E) PANEL "A" (E) XFMR 30KVA (E) 100A (E) UPS A (E) BYPASS (E) PANEL "B" (E) XFMR 30KVA (E) 100A (E) UPS B (E) BYPASS (E) "EDBA" 277/480V,3ø,4W, 400A BUS UTILITY XFMR (E) 175A 3P (E) PANEL "P1B" (E) 60A 3P METER SECTION (E) LTG INV "EPU1C" (E) LTG INV "EPU2" (E) LTG INV "EPU1A" (E) LTG INV "EPU1B" SPARE TO (E)"ATS2" IN CAR WASH #1/0 AWG CU GND G GROUND ROD N 400A 50A PB1 HH1 (N)STANDBY GEN. 300KW / 375KVA 277/480V, 3ø, 4W 60HZ, NEMA 3R (E) 80A 3P SPARE (E) SPACE (E) SPACE (E) 50A 3P (E) COX (R) 30A 3P SPARE (E) SPACE (E) SPACE (E) SPACE 13 7 504 4 6 3 3 8 8 9 8 88 9 3 3 4004 2 5 7 504 3 #8 3 #6 3 #2 3 #1/0 3 #2/0 3 #3/0 3 #4/0 3 #250kcmil 3 #350kcmil 3 #500kcmil 3 #250kcmil 3 #350kcmil 1 1 2 2 1 1 1 1 1 1 1 1 1 1003 3503 5003 6003 4003 2003 2503 3003 2253 1503 1753 603 403 1-1/4" 4" 3" 3" 4" 2" 3" 2-1/2" 2-1/2" 2" 1-1/2" 1" 3/4" SETS PHASE GROUND CONDUIT FEEDER SCHEDULE: 3-PHASE, 3-WIRE 3 #111253 1-1/2" 3 #101303 3/4" 3 #41803 1-1/4" 3 #8 3 #6 3 #21 1 1 1002N 602N 402N 1 #8 1 #10 1 #10 1-1/4" 1" 3/4" SETS PHASE & NEUTRAL GROUND CONDUIT FEEDER SCHEDULE: 1-PHASE, 3-WIRE 3 #111252N 1 #6 1-1/2" 3 #101302N 1 #10 3/4" 3 #41802N 1 #8 1" 3 #121202N 1 #12 3/4" 3 #61502N 1 #10 1" 2#81402 1#10 3/4" SETS PHASE GROUND CONDUIT FEEDER SCHEDULE: 1-PHASE, 2-WIRE 2#101302 1#10 3/4" 2#121202 1#12 3/4" 3 #41702N 1 #8 1" 3 #41703 1-1/4" 3 #121203 3/4" 3 #61503 1" 3 #600kcmil 4 #8 4 #6 4 #2 4 #1/0 4 #2/0 4 #3/0 4 #4/0 4 #250kcmil 4 #350kcmil 4 #500kcmil 4 #250kcmil 4 #350kcmil 1 1 2 2 1 1 1 1 1 1 1 1 1 1004 3504 5004 6004 4004 2004 2504 3004 2254 1504 1754 604 404 1 #8 1 #2 1 #1 1 #2 1 #2 1 #6 1 #4 1 #4 1 #4 1 #6 1 #6 1 #10 1 #10 1-1/4" 4" 3" 3" 4" 2" 3" 2-1/2" 2-1/2" 2" 2" 1" 3/4" SETS PHASE & NEUTRAL GROUND CONDUIT FEEDER SCHEDULE: 3-PHASE, 4-WIRE 4 #111254 1 #6 1-1/2" 4 #101304 1 #10 3/4" 4 #41804 1 #8 1-1/4" 4 #41704 1 #8 1-1/4" 4 #121204 1 #12 3/4" 4 #61504 1 #10 1" 4 #600kcmil 1 #8 1 #2 1 #1 1 #2 1 #2 1 #6 1 #4 1 #4 1 #4 1 #6 1 #6 1 #10 1 #10 1 #6 1 #10 1 #8 1 #8 1 #12 1 #10 402 402N 1003 10004 4 #1/0 4 #500kcmil1 1 1 #1/0 1 #6 4" SETS PHASE & NEUTRAL GROUND CONDUIT XFMR SECONDARY: 3-PHASE, 4-WIRE 4 #21T1004 1 #8 1 1/2" 4 #61T504 1 #8 1" 4 #4/01 1 #2 T1004 T1504 T2254 T3504 2" 2 1/2" 2#61502 1#10 1" (2)2#61502A 1#10 1"MATTH E W M. S A MAREREREENIGN E L ANOISSEORPD F IAN OF CA L I F O RST A TE E LACIRTCLETSIGERNo. 21648 Exp 9/30/20 CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MS 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION PROJECT MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: 12" = 1'-0" E001 SINGLE LINE DIAGRAM -DEMOLITION CARLSBAD SAFTEY CENTER IMEG CF 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 NO SCALE SINGLE LINE DIAGRAM - DEMOLITION1 1. NEW STANDBY GENERATOR WITH 72-HR FUEL BELLY TANK WITH WEATHERPROOF, SOUND ATTENUATED ENCLOSURE. TANK HAS BEEN SIZED BASED ON CONNECTED LOAD. REFER TO SHEET E503. 2. LAYOUT TEMPORARY FEEDERS READY FOR SWITCH-OVER. 3. DISCONNECT AND REMOVE EXISTING FEEDER, CONDUIT TO REMAIN. 4. PROVIDE 12"L x 12"W x 8"D PULL BOX TO INTERCEPT NEW AND EXISTING FEEDER. 5. PROVIDE (1) 4"C AND (1) 1"C IN NEW UG DUCT BANK. 6. NEW HANDHOLE "HH1", SEE NEW WORK ON SHEET E002. 7. NEW FEEDER IN NEW UG DUCT BANK. 8. EXISTING EQUIPMENT TO BE REMOVED. 9. REMOVE EXISTING CABLE, CONDUIT TO REMAIN. 1. ALL EQUIPMENT SHOWN ARE EXISTING UNLESS OTHERWISE NOTED. 2. THE CONTRACTOR SHALL VISIT THE SITE SPECIFICALLY INCLUDING ALL AREAS INDICATED ON THE DRAWINGS. HE SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THESE EXISTING CONDITIONS, AND BY SUBMITTING A BID ACCEPTS CONDITIONS UNDER WHICH HE WILL BE REQUIRED TO PERFORM HIS WORK. 3. ALL EQUIPMENT, CIRCUIT NUMBERS AND EXISTING CONDUIT HOMERUNS SHOWN ON THESE DRAWINGS WERE TAKEN FROM EXISTING RECORD DRAWINGS. IT IS THIS CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATIONS OF HOMERUNS, AND ADJUST CIRCUIT NUMBERS ACCORDING TO EXISTING CONDITIONS IF REQUIRED. 4. COORDINATE ALL DEMOLITION WORK WITH FACILITY PERSONNEL BEFORE REMOVING ANY EQUIPMENT TO PREVENT UNNECESSARY LOSS OF POWER IN OCCUPIED SPACES. 5. REFER TO SHEET E000 FOR ADDITIONAL NOTES. 1. PROVIDE NEW 300KW STANDBY GENERATOR. 2. LAYOUT TEMPORARY FEEDER CABLES READY FOR SWITCH-OVER. 3. INSTALL NEW UG FEEDER AND HANDHOLE "PB1". INTERCEPT EXISTING "ATS2" FEEDER FROM "EDBB". 4. DISCONNECT EXISTING UPSTREAM AND DOWNSTREAM "ATS1" FEEDERS AT "MSDA" AND "EDBA" RESPECTIVELY. 5. CONNECT TEMPORARY UPSTREAM AND DOWNTREAM FEEDERS AT "MSDA" AND "EDBA" RESPECTIVELY. 6. DEMOLISH EXISTING 300KW GENERATOR AND DOWNSTREAM FEEDERS AND EQUIPMENT. 7. NEW WORK - INSTALL THE FOLLOWING NEW EQUIPMENT IN NEW LOCATIONS: a. INSTALL NEW AUTOMATIC TRANSFER SWITCH "ATS1". b. INSTALL NEW HANDHOLE "HH1". c. INSTALL NEW UG CONDUIT FROM "HH1" TO NEW GENERATOR. d. PULL-IN NEW FEEDERS READY TO SWITCH-OVER. 8. DISCONNECT TEMPORARY UPSTREAM AND DOWNSTREAM FEEDERS AT "MSDA" AND "EDBA" RESPECTIVELY. 9. CONNECT NEW UPSTREAM AND DOWNTREAM "ATS1" FEEDERS AT "MSDA" AND "EDBA" RESPECTIVELY. 10. REMOVE REMAINING EQUIPMENT SCHEDULED FOR DEMOLITION. KEYNOTES: GENERAL NOTES: PHASING SEQUENCE: 10920 VIA FRONTERA SUITE 200 SAN DIEGO, CA 92127 858.271.9808 FAX: 858.271.9932 www.imegcorp.com # 19004147.00 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP. REFERENCE SCALE IN INCHES 0 1 2 3 # LSIG G F F A V ASVS M (E) (E)COMB. PULL (E)MAIN SERVICE & DISTR. BOARD "MSDA" (E) 1600A 3P (E)277/480V, 3ø,4W, 1600A BUS (E) 50A 3P (E) COX (N) 200A 3P (E) 50A 3P (E) PANEL "L1B" (E) 350A 3P (E) XFMR "TDBA" 112.5KVA (E) 50A 3P (E) PANEL "L2A" (E) 350A 3P (E) CONTROL "MCC" (E) 60A 3P (N) ELEV. #1 25HP (E) 100A 3P (E) 400A 3P (E)DISTR. BOARD "DBA" 120/208V,3ø,4W, 800A BUS (E) 80A 3P (E) PANEL "P1C" (E) 125A 3P (E) PANEL "P2A" (E) 80A 3P (E) PANEL "P2B" (N) ELEV. #2 40HP (N)"ATS1" 400A, 4P, 3ø (E) 175A 3P (E) PANEL "EL1A" (E) 125A 3P (E) PANEL "EL2A" (N) 125A 3P (E) 70A 3P (E) PANEL "EL1C" (E) 50A 3P (E) 50A 3P (E) 60A 3P (E) PANEL "L1A" (E) PANEL "EPB" (E) XFMR "ETB" 9KVA (E) PANEL "EP1A" (E) XFMR "ET1A" 30KVA (E) PANEL "EP2A" (E) XFMR "ET2A" 45KVA (E) PANEL "EP1B" (E) PANEL "EP1C" (E) XFMR "ET1C" 30KVA (E) PANEL "A" (E) XFMR 30KVA (E) 100A (E) UPS A (E) BYPASS (E) PANEL "B" (E) XFMR 30KVA (E) 100A (E) UPS B (E) BYPASS (E) "EDBA" 277/480V,3ø,4W, 400A BUS UTILITY XFMR (E) 175A 3P (E) PANEL "P1B" (E) 60A 3P METER SECTION (E) LTG INV "EPU1C" (E) LTG INV "EPU2" (E) LTG INV "EPU1A" (E) LTG INV "EPU1B" START/STOP MANUAL TRANSFER GENERATOR REMOTE ANN. (N) PANEL "EV" SPARE (N)STANDBY GEN. 300KW / 375KVA 277/480V, 3ø, 4W 60HZ, NEMA 3R TO (E)"ATS2" IN CAR WASH PB1 HH1 #1/0 AWG CU GND G GROUND ROD N 400A 50A 480V, 30KAIC AT ATS1 AND ATS2 (N) 200A 3P (N) PANEL "PV" (E) 80A 3P (N) 200A 3P (N) 25A 3P (N) XFMR "ETC" 15KVA (N) PANEL "EPC" (N)DS1 30A 3P, 600V NEMA 3R NEMA 3R (N) PANEL "P1D" (N) PANEL "EP1D" SPARE (E) SPACE (N) PANEL "P2C" (N) XFMR "T2D" 75KVA 480V-208Y/120V (N) PANEL "P2D" (E) SPACE 3ø,4W, 60HZ (N) 75KVA XFMR "ET1B" 480V-208Y/120V 3ø,4W, 60HZ (N)DS2 200A 3P, 600V NEMA 1 (N) PANEL "EP2B" NEMA 3R NEMA 3R M (N) XFMR "TP" 150KVA NEMA 3R 400A 3P (N)DISTR. BOARD "TP" NEMA 3R 120/208V,3ø,4W, 400A BUS PANEL PANEL PANEL 125A 2P 125A 2P 125A 2P PANEL 125A 2P PANEL 125A 2P PANEL 125A 2P PANEL 125A 2P PANEL "P8" 125A 2P "P7" "P6" "P5" "P4" "P3" "P2" "P1" 12345678 (N) METER/MAINS 400A, 3P, 480V NEMA 3R (E) UTILITY XFMR TRAILER "P1" TRAILER "P2" TRAILER "P3" TRAILER "P4" TRAILER "P6" TRAILER "P5" 200A 3P 60A 3P 40 DS 60A 3P TEMP. HVAC 100A 3P SPACE WP #4 AWG CU GND (TYP) #1/0 AWG CU GND 3 3 504 4004 56 2 1 4 4004 4004 4004 7 7 7 7 1004 7 604 8 8 9 10 SEE SHEET E003 FOR DETAILS 303 T604 11 20042504 704 2004 T2254 1253 1253 1254 1254 12 12 1253 T2254 9 9 9 14 C A 4003 B TYP. 1252N TYP. T4004 2253 603 13 13 MATTH E W M. S A MAREREREENIGN E L ANOISSEORPD F IAN OF CA L I F O RST A TE E LACIRTCLETSIGERNo. 21648 Exp 9/30/20 CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO.DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MS 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION PROJECT MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: 12" = 1'-0" E002 SINGLE LINE DIAGRAM -RENOVATION CARLSBAD SAFTEY CENTER IMEG CF 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 NO SCALE SINGLE LINE DIAGRAM - RENOVATION1 1. NEW STANDBY GENERATOR WITH 8-HR FUEL BELLY TANK IN NEW CONCRETE ENCLOSURE. 2. PROVIDE BELDEN CONTROL CABLE IN 1"C TO GENERATOR CONTROLLER PER GENERATOR MANUFACTURER'S RECOMMENDATION. 3. NEW FEEDER IN NEW UG DUCT BANK. 4. NEW PULL BOX, REFER TO SHEET E001. 5. PROVIDE PRECAST UG HANDHOLE 36"L x 24"W x 36"D REINFORCED CONCRETE WITH TRAFFIC RATED BOLT DOWN LID. ENGRAVED WITH "ELECTRIC" SIGN. 6. PROVIDE NEW AUTOMATIC TRANSFER SWITCH "ATS1" IN THE SAME LOCATION. 7. NEW FEEDER IN EXISTING UG CONDUIT. 8. FUSED DISCONNECT WITH AUXILIARY CONTACT AND LOCKING DEVICE IN ELEVATOR EQUIPMENT ROOM. PROVIDE FUSE PER ELEVATOR MANUFACTURER'S RECOMMENDATION. VERIFY SHUNT TRIP AND LOCK- OUT CONTROL WITH ELEVATOR CONTRACTOR AND FIRE ALARM CONTRACTOR. 9. PROVIDE LABEL PER CEC ARTICLE 705.12(D)(2)(3)(C): "WARNING: THIS EQUIPMENT IS FEED BY MULTIPLE SOURCES. TOTAL RATING OF ALL OVER CURRENT DEVICES, EXCLUDING MAIN SUPPLY OVER CURRENT DEVICE, SHALL NOT EXCEED AMPACITY OF BUSBAR. 10. PROVIDE BACKFEED CIRCUIT BREAKER. 11. PROVIDE #8 AWG GROUND IN 1/2"C. 12. PROVIDE #2 AWG GROUND IN 3/4"C. 13. PROVIDE CONCRETE EQUIPMENT PAD. 14. PROVIDE ALSOENERGY MONITORING SYSTEM. PROVIDE DATA CABLE PER MANUFACTURE INSTRUCTION. 1. PROVIDE A PERMANENT PLAQUE OR DIRECTORY AT EACH SERVICE DISCONNECT LOCATION. THIS PLAQUE MUST DENOTE ALL OTHER SERVICES SUPPLYING THE STRUCTURE AND ALSO DENOTES THE AREA SERVED. 2. PROVIDE CODE SIZE PULL BOX AS REQUIRED. 3. REFER TO SITE PLAN FOR EQUIPMENT LOCATIONS. 4. ALL CONDUITS AND WIRING SHALL BE PULLED AND BE IN PLACE FOR QUICK LOAD TRANSFER TO MINIMIZE THE DOWNTIME. 5. REFER TO E001 FOR FEEDER SCHEDULE. 1. PROVIDE NEW 300KW STANDBY GENERATOR. 2. LAYOUT TEMPORARY FEEDER CABLES READY FOR SWITCH-OVER. 3. INSTALL NEW UG FEEDER AND HANDHOLE "PB1". INTERCEPT EXISTING "ATS2" FEEDER FROM "EDBB". 4. DISCONNECT EXISTING UPSTREAM AND DOWNSTREAM "ATS1" FEEDERS AT "MSDA" AND "EDBA" RESPECTIVELY. 5. CONNECT TEMPORARY UPSTREAM AND DOWNTREAM FEEDERS AT "MSDA" AND "EDBA" RESPECTIVELY. 6. DEMOLISH EXISTING 300KW GENERATOR AND DOWNSTREAM FEEDERS AND EQUIPMENT. 7. NEW WORK - INSTALL THE FOLLOWING NEW EQUIPMENT IN NEW LOCATIONS: a. INSTALL NEW AUTOMATIC TRANSFER SWITCH "ATS1". b. INSTALL NEW HANDHOLE "HH1". c. INSTALL NEW UG CONDUIT FROM "HH1" TO NEW GENERATOR. d. PULL-IN NEW FEEDERS READY TO SWITCH-OVER. 8. DISCONNECT TEMPORARY UPSTREAM AND DOWNSTREAM FEEDERS AT "MSDA" AND "EDBA" RESPECTIVELY. 9. CONNECT NEW UPSTREAM AND DOWNTREAM "ATS1" FEEDERS AT "MSDA" AND "EDBA" RESPECTIVELY. 10. REMOVE REMAINING EQUIPMENT SCHEDULED FOR DEMOLITION. PHASING SEQUENCE: KEYNOTES: GENERAL NOTES: 10920 VIA FRONTERA SUITE 200 SAN DIEGO, CA 92127 858.271.9808 FAX: 858.271.9932 www.imegcorp.com # 19004147.00 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP. REFERENCE SCALE IN INCHES 0 1 2 3 12" = 1'-0"2 TRAILER TEMPORARY POWER A. TAP NEW FEEDER TO SECONDARY SIDE OF TRANSFORMER. B. PROVIDE 3/4"C-#1/0 GROUND TO 3/4"Ø x 10'L GROUND ROD. C. BUILD-IN LOAD CENTER INSIDE TEMPORARY OFFICE TRAILER. A. UTILITY TEMPORARY SERVICE METER SHALL BE INSTALLED PER THE UTILITY COMPANY REQUIREMENTS. VERIFY FINAL CONSTRUCTION REQUIREMENTS WITH UTILITY COMPANY SERVICE PLANNER. B. CONTACT THE SDG&E SERVICE PLANNER FOR FURTHER INFORMATION. C. THE CONTRACTOR SHALL INSPECT AND VERIFY ALL FIELD CONDITIONS PRIOR TO INSTALLATION OF UTILITY SERVICE TO THE TEMPORARY OFFICE TRAILERS. D. COORDINATE TRENCH ROUTING AND EQUIPMENT LOCATIONS WITH EXISTING CONDITIONS AND NEW WORK. E. UTILITY SERVICE INFORMATION SHOWN IS FOR BIDDING PURPOSES ONLY. ACTUAL CONSTRUCTION DOCUMENTS SHALL BE OBTAINED FROM THE APPROPRIATE UTILITY COMPANY REPRESENTATIVE. KEYNOTES: GENERAL NOTES: # ....... ....... JUNCTION BOX INTEGRAL TO PV MODULE, TYPICAL.(+) AND (-) MC4 TYPE CONNECTORS FURNISHED WITH MODULE CONNECTED TO MICROINVERTER, TYPICAL.ENPHASE IQ7PLUS-72-B-US MICROINVERTER, TYPICAL TERMINATOR CONNECTION, SINGLE USE PER MANUFACTURER DIRECTION JUNCTION BOX INTEGRAL TO PV MODULE, TYPICAL.(+) AND (-) MC4 TYPE CONNECTORS FURNISHED WITH MODULE CONNECTED TO MICROINVERTER, TYPICAL.ENPHASE IQ7PLUS-72-B-US MICROINVERTER, TYPICAL TERMINATOR CONNECTION, SINGLE USE PER MANUFACTURER DIRECTION JUNCTION BOX INTEGRAL TO PV MODULE, TYPICAL.(+) AND (-) MC4 TYPE CONNECTORS FURNISHED WITH MODULE CONNECTED TO MICROINVERTER, TYPICAL.ENPHASE IQ7PLUS-72-B-US MICROINVERTER, TYPICAL TERMINATOR CONNECTION, SINGLE USE PER MANUFACTURER DIRECTION J-BOX WP 3/4"C, 2 #12 + #12 GND J-BOX WP 3/4"C, 2 #12 + #12 GND J-BOX WP 3/4"C, 2 #12 + #12 GND (10) MICROINVERTERS CONNECTED TO A SINGLE Q CABLE. (TYP. OF 6) (9) MICROINVERTERS CONNECTED TO A SINGLE Q CABLE. (TYP. OF 16) (6) MICROINVERTERS CONNECTED TO A SINGLE Q CABLE. (TYP. OF 2) M Q TYPE CABLES Q TYPE CABLES Q TYPE CABLES 250A 3P (N) PANELBOARD "PV" 120/208V,3ø,4W, 400A BUS (x2) 20A 2P (x6) 20A 2P (x16) 20A 2P TO "DBA" 1 1 1 MATTH E W M. S A MAREREREENIGN E L ANOISSEORPD F IAN OF CA L I F O RST A TE E LACIRTCLETSIGERNo. 21648 Exp 9/30/20 CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO.DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MS 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION PROJECT MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: 12" = 1'-0" E003 PV SINGLE LINE DIAGRAM CARLSBAD SAFTEY CENTER IMEG CF 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 10920 VIA FRONTERA SUITE 200 SAN DIEGO, CA 92127 858.271.9808 FAX: 858.271.9932 www.imegcorp.com # 19004147.00 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP. REFERENCE SCALE IN INCHES 0 1 2 3 NO SCALE PV SINGLE LINE DIAGRAM1 1. EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE CEC AND ALL APPLICABLE REQUIREMENTS OF THE SERVING ELECTRIC UTILITY COMPANY. 2. PROVIDE LABELING FOR ALL EQUIPMENT, INCLUDING CONDUIT, PER CEC ARTICLE 690 AND 705. 3. ALL EQUIPMENT IS NEW UNLESS NOTED OTHERWISE. 4. ALL CONDUCTORS TO BE THWN-2 INSULATED COPPER UNLESS NOTED OTHERWISE. 5. GROUNDING SHALL BE IN ACCORDANCE WITH CEC ARTICLE 690. 6. WIRES SHALL BE LABELED "SUNLIGHT RESISTANT" WHERE EXPOSED TO DIRECT SUNLIGHT. 7. ALL CONDUITS INSTALLED IN BUILDINGS SHALL BE METALLIC. 8. INSTALL GROUNDING BUSHINGS PER CEC 250.64(E) AT CONDUIT ENTRY AND EXIT POINTS OF ALL METALLIC ENCLOSURES. 9. ALL INVERTERS SHALL BE EQUIPPED WITH DC ARC FAULT CIRCUIT PROTECTION PER CEC ARTICLE 690.11, AND GROUND FAULT PROTECTION PER CEC ARTICLE 690.41(B). 10. ALL EQUIPMENT TO BE LISTED TO 75DEG-C. WIRE AND CABLES TO BE 90DEG-C RATED. 11. SEE SHEET E001 FOR ADDITIONAL INFORMATION ON 'DB1', 'MS', THE UTILITY TRANSFORMER, AND ASSOCIATED NON-PV SYSTEM CONNECTIONS. KEYNOTES: GENERAL NOTES: 1. J-BOX SHALL BE USED FOR TRANSITION FROM Q-CABLE WIRING TO APPROVED BUILDING WIRE. A SINGLE J-BOX MAY BE USED FOR UP TO THREE (3) Q-CABLE CIRCUITS. VERIFY SIZE OF J-BOX MEETS REQUIREMENTS OF CEC. # SMALL ROOM NTS NTS NTS GENERAL LIGHTING CONTROL LARGE ROOM LIGHTING CONTROL NOTES NTS LIGHTING CONTROL NARRATIVEGENERAL NOTES ALL LIGHTING IN THE BUILDINGS UTILIZE DIMMABLE LED SOURCES. ALL COMMON AREAS LIGHTING (CORRIDORS AND STAIRS) FEATURE OCCUPANCY SENSORS THAT REDUCE LIGHTING LEVELS IN RESPONSE TO OCCUPANTS. ALL MULTI-OCCUPANT AREAS (CONFERENCE ROOMS, LAUNDRY ROOMS, ETC.) FEATURE OCCUPANCY SENSORS AND LOCAL DIMMER SWITCHES TO CONTROL THE LIGHTING IN EACH ENCLOSED SPACE. EACH CORRIDOR IS ZONED TO OPERATE AS A SINGLE ILLUMINATED AREA. EACH STAIR IS ZONED TO OPERATE AS A SINGLE ILLUMINATED AREA. EACH OF THE MULTI-OCCUPANT AREAS IS ZONED INDIVIDUALLY WITH LOCAL OCCUPANCY SENSORS AND DIMMERS. AREAS IN DAYLIGHT ZONES FEATURE BOTH OCCUPANCY AND DAYLIGHT SENSORS THAT REDUCE LIGHTING LEVELS IN RESPONSE TO OCCUPANTS AND DAYLIGHT. 1. LIGHTING CONTROL SYSTEM IS DESIGNED AROUND nLIGHT SWITCH DIGITAL LIGHTING MANAGEMENT. ANY PROPOSED ALTERNATE MUST BE APPROVED BEFORE BID. 2. THIS DETAIL IS DIAGRAMMATIC IN NATURE AND IS ONLY INTENDED TO ILLUSTRATE THE GENERAL REQUIREMENTS OF THE LIGHTING CONTROL SYSTEM. 3. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL EQUIPMENT, COMPONENTS, CABLING, ACCESSORIES, ETC. AS REQUIRED FOR A COMPLETELY FUNCTIONAL LIGHTING CONTROL SYSTEM COMPLIANT WITH 2016 TITLE 24 REQUIREMENTS. 4. ALL CONTROLLERS, INTERFACE DEVICES, POWER PACKS, BYPASS DEVICES, ETC. SHALL BE INSTALLED IN ACCESSIBLE CEILING. 5. ALL DEVICES SHALL BE INSTALLED AND LOCATED PER MANUFACTURER'S REQUIREMENTS. 6. THE CONTRACTOR SHALL PROGRAM, TEST, AND COMMISSION THE LIGHTING CONTROL SYSTEM, PER 2016 TITLE 24 REQUIREMENTS. 7. ALL 0-10V WIRING SHALL BE IN SEPARATE CONDUIT FROM LINE VOLTAGE WIRING. 8. ALL BALLASTS AND DRIVERS CONNECTED TO THIS SYSTEM SHALL INCLUDE 0-10V CONTROL. 9. SEE LIGHTING PLAN FOR EXACT QUANTITIES OF LIGHT FIXTURES AND DEVICES. 2. THE BILL OF MATERIAL SHALL NOT BE USED FOR QUANTITY TAKE-OFF. SENSOR SWITCH SENSOR SWITCH SENSOR SWITCH OCCUPANCY SENSOR *per section 130.1(C) SWITCH WITH ON/OFF RAISE/LOWER *per section 130.1(A) RELAY MODULE WITH ON/OFF DIMMING 0-10v *per section 130.1(B) DAYLIGHT HARVESTING *per section 130.1(D) OCCUPANCY SENSOR *per section 130.1(C) SWITCH WITH ON/OFF RAISE/LOWER *per section 130.1(A) RELAY MODULE WITH ON/OFF DIMMING 0-10v *per section 130.1(B) OCCUPANCY SENSOR *per section 130.1(C) DAYLIGHT HARVESTING *per section 130.1(D) SWITCH WITH ON/OFF RAISE/LOWER *per section 130.1(A) RELAY MODULE WITH ON/OFF DIMMING 0-10v *per section 130.1(B) nPODM 2P DX WH N RJ45 PORTS +40mA nPP16 D VIOLETGRAY GRN BLUE HN WHTBLKBLUERJ45RJ45CAT 5N RJ45 PORTS +40mA nPP16 D VIOLETGRAY 277/120VAC 0-10V DIMMING GRN BLUE HN WHTBLKBLUELOAD "2b" N RJ45 PORTS +40mA nPP16 D ER VIOLETGRAY 277/120VAC 0-10V DIMMING GRNBLUE HN WHTBLKLOAD "2a" EMERGENCY CKT. BLUE H RED NORMAL (SENSE ONLY) (nPODM 4P DX WH)CAT 5CAT 5CAT 5277/120VAC 0-10V DIMMINGRJ45RJ45nCM PDT 10 DIGITAL OCCUPANCY SENSOR RJ45RJ45nCM PDT 10 DIGITAL OCCUPANCY SENSORRJ45RJ45nCM PDT 9 ADCX DIGITAL DAYLIGHT AND OCCUPANCY SENSOR N RJ45 PORTS +40mA nPP16 D VIOLETGRAY LOAD "a1" 277/120VAC 0-10V DIMMING RJ45RJ45nWSX PDT LV DX WH GRN BLUE HN WHTBLKBLUEnPODM 2P DX WH RJ45RJ45N RJ45 PORTS +40mA nPP16 D VIOLETGRAY 277/120VAC 0-10V DIMMINGRJ45RJ45 GRN BLUE HN WHTBLKBLUEN RJ45 PORTS +40mA nPP16 D VIOLETGRAY 277/120VAC 0-10V DIMMING GRN BLUE HN WHTBLKBLUEnPODM 2P DX WH RJ45RJ453-way 3-wayCAT 5CAT 5CAT 5CAT 5 CAT 5nCM PDT 10 DIGITAL OCCUPANCY SENSOR RJ45RJ45nCM PDT 10 DIGITAL OCCUPANCY SENSOR nPOD GFX RJ45RJ45nPOD GFX RJ45RJ45nWSX PDT LV WH LOAD "2b" LOAD "2a"Daylight Zone OFF ON ON/OFF OFF ON OFF ON nLIGHT ON/OFF BILL OF MATERIAL nPP16 PL T24 nPP16 DX X PRODUCT #QTY DESCRIPTION 16 AMP RELAY PACK WITH 0-10V DIMMING CONTROL; CHASE NIPPLE MOUNTING 16 AMP RELAY PACK FOR PLUG LOAD CONTROL; CHASE NIPPLE MOUNTING X nPODM 2P DX WH 2 CHANNEL ON/OFF TOGGLE WITH DIMMING X nPP16 D ER 16 AMP RELAY PACK WITH 0-10V DIMMING CONTROL; CHASE NIPPLE MOUNTING FOR EMERGENCY LIGHTING X nCM PDT 10 STANDARD RANGE 360° SENSOR-CEILING MOUNT, LOW VOLTAGE, DUAL TECHNOLOGY (PDT): (NO WIRES) nCM PDT 9 ADCXX STANDARD RANGE 360° SENSOR-CEILING MOUNT, LOW VOLTAGE, DUAL TECHNOLOGY (PDT): PHOTOCELL W/ DIMMING (NO WIRES) BILL OF MATERIAL nPP16 DX PRODUCT #QTY DESCRIPTION 16 AMP RELAY PACK WITH 0-10V DIMMING CONTROL; CHASE NIPPLE MOUNTING nWSX PDT LV DX WHX BILL OF MATERIAL nPP16 D nCM PDT 9 ADCX X X PRODUCT #QTY DESCRIPTION 16 AMP RELAY PACK WITH 0-10V DIMMING CONTROL; CHASE NIPPLE MOUNTING nPODM 2P DX WHX 2 CHANNEL ON/OFF TOGGLE WITH DIMMING WALL SWITCH DECORATOR OCCUPANCY SENSOR-DUAL TECHNOLOGY (PDT), LOW VOLTAGE; ON / OFF / RAISE / LOWER CONTROL STANDARD RANGE 360° SENSOR-CEILING MOUNT, LOW VOLTAGE, DUAL TECHNOLOGY (PDT): PHOTOCELL W/ DIMMING (NO WIRES) X GRAPHIC WALL POD WITH TOUCH SCREEN nWSX PDT LV WHX WALL SWITCH DECORATOR OCCUPANCY SENSOR-DUAL TECHNOLOGY (PDT), LOW VOLTAGE CONTROL C A B D MATTH E W M. S A MAREREREENIGN E L ANOISSEORPD F IAN OF CA L I F O RST A TE E LACIRTCLETSIGERNo. 21648 Exp 9/30/20 CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO.DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MS 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION PROJECT MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: 12" = 1'-0" E004 LIGHTING FIXTURE SCHEDULE CARLSBAD SAFTEY CENTER IMEG CF 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 10920 VIA FRONTERA SUITE 200 SAN DIEGO, CA 92127 858.271.9808 FAX: 858.271.9932 www.imegcorp.com # 19004147.00 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP. REFERENCE SCALE IN INCHES 0 1 2 3 REFER TO SPECIFICATION SECTIONS LIGHTING [16510 26 51 00] [AND EMERGENCY LIGHTING EQUIPMENT 16535 26 52 00] FOR ADDITIONAL INFORMATION AND REQUIREMENTS. INTERIOR CORRELATED COLOR TEMPERATURE [2700, 3000, 3500, 4000/4100]K, COLOR RENDERING INDEX (CRI) AT OR ABOVE [80, 85, 90], UNLESS NOTED OTHERWISE. EXTERIOR CORRELATED COLOR TEMPERATURE [2700, 3000, 3500, 4000/4100]K, COLOR RENDERING INDEX (CRI) AT OR ABOVE [80, 85, 90], UNLESS NOTED OTHERWISE. [PROVIDE CHICAGO PLENUM CCEA FOR ALL RECESSED LUMINAIRES LOCATED IN PLENUM CEILINGS.] CATALOG NUMBER SHALL NOT BE CONSIDERED COMPLETE AND MATERIAL SHALL NOT BE ORDERED BY MANUFACTURER AND CATALOG NUMBER ONLY. THE COMPLETE DESCRIPTION AND THE SPECIFICATION SHALL BE COORDINATED WITH THE CATALOG NUMBER TO DETERMINE THE EXACT MATERIAL AND ACCESSORIES TO BE ORDERED. THE FIRST MANUFACTURER LISTED IS THE BASIS OF DESIGN. VERIFY AND COORDINATE ALL CEILING TYPES WITH LUMINAIRE MOUNTING AND TRIM REQUIREMENTS PRIOR TO THE RELEASE OF THE LUMINAIRE ORDER. CONFIRM ALL COLORS AND FINISHES OF ALL LUMINAIRE COMPONENTS WITH ARCHITECT AND INTERIOR DESIGNER PRIOR TO THE RELEASE OF THE LUMINAIRE ORDER. UNLESS INDICATED ON LIGHTING PLANS OR BELOW, REFER TO ARCHITECTURAL AND INTERIOR DESIGN ELEVATIONS, SECTIONS AND DETAILS FOR ALL SUSPENDED AND WALL MOUNTED LUMINAIRE MOUNTING HEIGHTS. DMX - DIGITAL MULTIPLEX EM - EMERGENCY BATTERY ML - MULTI-LEVEL SWITCHING O - OTHER (SEE DESCRIPTION) DALI - DIGITAL ADDRESSABLE ELV - ELECTRONIC LOW VOLTAGE LINE - LINE VOLTAGE DIMMING REM - REMOTE 0-10V - 0-10V DIMMING EB - ELECTRONIC HL - HIGH/LOW (100%/50%) STEP...MV - MULTI-VOLTAGE ELECTRONIC (TYPE) DRIVER: PL - POLE O - OTHER (SEE DESCRIPTION)DLED - DYNAMIC TUNABLE LED WLED - WARM DIM LED P - PERIMETER WL - WALL OLED - ORGANIC LED RLED - RETROFIT LED FR - FLANGED RECESSED UC - UNDER CABINET TLED - TUBULAR LED LAMP RGBA - COLOR CHANGING + AMBER CV - COVE SU - SURFACE LED - LIGHT EMITTING DIODE RGBW - COLOR CHANGING + WHITE CL - CEILING SURFACE SP - SUSPENDED (TYPE) LED RGB - COLOR CHANGING LED (MTG) MOUNTING:RE - RECESSED (WATT) PER: FIX - FIXTURE, FT - FOOT, LAMP CFSA - COLOR-FINISH SELECTION BY ARCHITECT [DESIGN SPECIFIC BLANKS] PAF - PAINT AFTER FABRICATION WW - WALL WASH K - KSH12 .125" ACRYLIC O - OTHER (SEE DESCRIPTION) FINISH:VWD - VERY WIDE G - TEMPERED GLASS SS - SEMI-SPECULAR CLEAR RS - REGRESSED STEEL V - ANSI/IES TYPE 5 DISTRIBUTION WD - WIDE F - FROSTED ACRYLIC R - HIGH IMPACT DR ACRYLIC RA - REGRESSED ALUMINUM IV - ANSI/IES TYPE 4 DISTRIBUTION MD - MEDIUM C - CLEAR ALZAK P - POLYCARBONATE FS - FLAT STEEL III - ANSI/IES TYPE 3 DISTRIBUTION SP - SPOT B - BAFFLE/LOUVER N - NONE FA - FLAT ALUMINUM II - ANSI/IES TYPE 2 DISTRIBUTION NSP - VERY NARROW SPOT A - .125" ACRYLIC M - MATTE DIFFUSE CLEAR (DESC) DOOR:DISTRIBUTION:BEAMWIDTH:(L/L) LENS/LOUVER:K19 - KSH19 .156" ACRYLIC LED LUMINAIRE SCHEDULE ITEM DESCRIPTION WATT LED DRIVER APPROVED MANUFACTURER ANSI WATT S PER TYPE CCT (MIN)VOLTS TYPE F1 2'x4' RECESSED 31 W FIX LED 3500k 277 V 0-10V LITHONIA: 2VLT4-40L-ADP-GZ10-LP835 F2 4' LENEAR LIUMINAIRE 6"11 W FIX LED 3500k 277 V 0-10V LITHONIA: BLWP4-15L-SDP-277-GZ10-LP835 F3 LENEAR RECESED, LENGTH VARIES 5 W FT LED 3500k 277 V 0-10V GAMMLUX: GB34RC2BX4-LED-LENS F4 1'x4' SURFACED 19 W FIX LED 3500k 277 V 0-10V LITHONIA: EPANL-1X4-1500LM-80CRI-35K-MIN10-ZT-MVOLT F5 1'x4' RECESSED WET TROFFER WITH INTEGRAL MOTION SENSOR 27 W FIX LED 3500k 277 V 0-10V LITHONIA: WRTL-F-L48-3000LM-0AW-AFL-277-GZ1-35K-80CRI-MSE6NWL F6 2'x4' SURFACE 45 W FIX LED 3500k 277 V 0-10V LITHONIA: EPANL-2X4-4800LM-80CRI-35K-MIN10-ZT-MVOLT F8 2'x2' RECESSED 19 W FIX LED 3500k 277 V 0-10V LITHONIA: EPANL-2X2-2000LM-80CRI-35K-MIN10-ZT-MVOLT F8E SAME AS TYPE F8 EXCEPT CONNECTED TO EMERGENCY CIRCUIT 19 W FIX LED 3500k 277 V 0-10V LITHONIA: EPANL-2X2-2000LM-80CRI-35K-MIN10-ZT-MVOLT F9 6" ROUND DOWNLIGHT 20 W FIX LED 3500k 277 V 0-10V GOTHAM: EV06-35/20-AR-MWD-XXX-277-GZ10 F10 LENEAR SUSPENDED 5 W FT LED 3500k 277 V 0-10V PINNACLE: EX3DI-BW-835-XXX-AC548JB-2-OL2-1-XX F11 SUSPENDED ROUND PENDANT 56 W FIX LED 3500k 277 V 0-10V SSL: SSC8-20i-PD-UNV-35K-CR83-60L-WH-50-LD F12 1'x4' SURFACED WRAPAROUND 26 W FIX LED 3500k 277 V 0-10V LITHONIA: LBL4-3000LM-80CRI-35K-MIN10-GZT-MVOLT F12E SAME AS TYPE F12 EXCEPT CONNECTED TO EMERGENCY CIRCUIT 26 W FIX LED 3500k 277 V 0-10V LITHONIA: LBL4-3000LM-80CRI-35K-MIN10-GZT-MVOLT F13 SLIM LED PENDANT 15 W FIX LED 3500k 120 V VIBIA: uu510509 F14 4' LINEAR LUMINAIRE 6" APERTURE, WALL MOUNTED 26 W FIX LED 3500k 277 V 0-10V CORONET: LSR4-4-35-LTG2-UNV-DB-W-WM F15 Essence Trio Linear Suspension Chandelier 87 W FIX LED 3000k 120 V Tech Lighting: TECP200136 F16 LENEAR RECESED, WET LOCATION 5 W FT LED 3500k 277 V 0-10V SELUX: L60W-1C20-835-LW-F-08-WH-U-DIM F16A SAME AS TYPE F16 BUT PENDANT MOUNT 5 W FT LED 3500k 277 V 0-10V SELUX: L60W-1C20-835-LW-RS-08-WH-U-DIM F16B LENEAR RECESED, WET LOCATION 5 W FT LED 3500k 120 V 0-10V SELUX: L60W-1C20-835-LW-F-08-WH-U-DIM F18 WALL MOUNTED CYLINDER DOWN LIGHT 20 W FIX LED 3500k 277 V GOTHAM: EV06WC-35-20-AR-MWD-LSS-MVOLT-GZ10-JBX-DN-XXX-XXX F19 LENEAR RECESED WALL, LENGTH VARIES 5 W FT LED 3500k 277 V 0-10V GAMMALX LIGHT LEVEL SERIES GLL22C2-LED-LENS F20 ROUND ADJUSTABLEDOWNLIGHT 15 W FIX LED 3000k 277 V EB LF ILLUMINATION - 8021-13-8030-N-MW-CL F21 SOLID WOOD EXTERIOR/INTERIOR LED ROUND PENDANT 28 W FIX LED 3500k 277 V 12V AURA-RNG-D-12-HO-MOD-Lettering X1 LED EDGE-LIT EXIT SIGN, CLEAR ACRYLIC PANEL, GREEN LETTERS, UNIVERSAL ARROWS/MOUNTING. SELF TEST & DIAGNOSTICS. REFER TO PLANS FOR DIRECTIONAL ARROWS AND NUMBER OF FACES. 3 W FIX LED L.E.D. 277 V EM LITHONIA: EDG-X-X-R-SD X2 LED EDGE-LIT EXIT SIGN, CLEAR ACRYLIC PANEL, GREEN LETTERS, WALL MOUNTED. REFER TO PLANS FOR DIRECTIONAL ARROWS AND NUMBER OF FACES. 3 W FIX LED L.E.D. 277 V EM LITHONIA: EDG-X-X-R-SD NO SCALE LIGHTING CONTROL DETAIL1 FD FD FD WOMEN'S LOCKERS 169 STORAGE 182 INTERVIEW CELL SAFETY CELL MECH EQUIP 171 ELEV EQUIP 172 ELEC. ROOM 174 PHYSICAL FITNESS 161 MEN'S 163 MEN'S LOCKERS 164 VEST 166 TRAFFIC SUPERVISOR 108 CORRIDOR MEN WOMEN SALLY PORT 181 ENTRY PROPERTY & EVIDENCE 159 EVIDENCE 157 NARCOTICS 158 DISPATCH CENTER 144 MASTER MPOE / MDF ROOM 143 COMM SUPERVISOR 145 CRIME ANALYST 141 WOMEN 148 MEN 149 BATTERY CHARGING/ SHOTGUN STORAGE 126 COFFEE 123 WATER FOUNTAIN 122 CELL DRY CLEANING 125 TRAFFIC 116 ELEV EQUIP 175 ELEV. #1 EL01 METER ROOM 173 VESTIBULE 167 VESTIBULE 162 VESTIBULE ROOM 199 RECORDS SUPERVISOR 110 EVIDENCE LOCKERS 194 STAIR #1 ST01 ELEV. #2 EL02 WOMEN'S 168 ? CST 151 OFFICE 154 PUBLIC COUNTER 104 ENTRY VESTIBULE 102 WATCH COMMANDER 133 LOBBY 101 PRISONER INTAKE CELL CORRIDOR BRIEFING 121 TRAFFIC OFFICE 114 TRAFFIC OFFICE 115 PATROL SERGEANT 111 MEETING ROOM 112 RECORDS 109 LOUNGE 146 ELECT. 142 CORRIDOR 192 CORRIDOR 191 CORRIDOR 193 CORRIDOR 195 CORRIDOR 196 OFFICE 152 DRYING ROOM / CHEMICAL STORAGE 184 STORAGE 185 MEETING 106 CORRIDOR 103 CRIME LIVESCAN 107 PUBLIC INQUIRY 105 BAG TAG 156 WATCH COMM OFFICE 134 STAIR #2 ST02 INTERVIEW 160 E400 1 (R)GEN. SET PNL-"EPB" DP-"EDBB" (R)"ATS1" 4 7 2 8 3 1 12 TO EXISTING "ATS2" IN CAR WASH 504 MEN'S SHOWERS 165 10 10HH1 (N)GEN. SET (N)COMMAND CENTER 6 504 5 9 11 11 TR-ETB ATRIUM / REPORT WRITING 131 13 MATTH E W M. S A MAREREREENIGN E L ANOISSEORPD F IAN OF CA L I F O RST A TE E LACIRTCLETSIGERNo. 21648 Exp 9/30/20 CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MS 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION PROJECT MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: 1/16" = 1'-0" E101 SITE PLAN -ELECTRICAL DEMOLITION CARLSBAD SAFTEY CENTER IMEG CF 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 NOR HT 1/16" = 1'-0" LEVEL 01 - SITE PLAN - DEMOLITION1 1. NEW STANDBY GENERATOR WITH 72-HR FUEL BELLY TANK WITH WEATHERPROOF, SOUND ATTENUATED ENCLOSURE. 2. DISCONNECT AND REMOVE EXISTING FEEDER, CONDUIT TO REMAIN. 3. NEW CONDUITS IN UG DUCT BANK: (2) 1"C FOR 'ATS2' FEEDER AND CONTROL. (1) 4"C AND (1) 1"C FOR 'ATS1' FEEDER AND CONTROL RESPECTIVELY. 4. NEW HANDHOLE "HH1", SEE NEW WORK ON SHEET E102. 5. (1) 1"C IN UG DUCT BANK FOR REMOTE ANNUNCIATOR CABLE. 6. (2) 1"C IN UG DUCT BANK FOR POWER AND SIGNAL. 7. EXISTING 4"C WITH NEW FEEDER TO 'ATS2'. 8. EXISTING UG CONDUITS TO "ATS2". 9. PROVIDE NEW PULL BOX 'PB1'. 10. EXISTING EQUIPMENT TO BE REMOVED. 11. EXISTING EQUIPMENT TO REMAIN. 12. REMOVED EXISTING GENERATOR, FUEL TANK AND ALL APPURTENANCES. 13. SEE SHEET E102 FOR CONTINUATION. 1. ALL EQUIPMENT SHOWN ARE EXISTING UNLESS OTHERWISE NOTED. 2. THE CONTRACTOR SHALL VISIT THE SITE SPECIFICALLY INCLUDING ALL AREAS INDICATED ON THE DRAWINGS. HE SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THESE EXISTING CONDITIONS, AND BY SUBMITTING A BID ACCEPTS CONDITIONS UNDER WHICH HE WILL BE REQUIRED TO PERFORM HIS WORK. 3. ALL EQUIPMENT, CIRCUIT NUMBERS AND EXISTING CONDUIT HOMERUNS SHOWN ON THESE DRAWINGS WERE TAKEN FROM EXISTING RECORD DRAWINGS. IT IS THIS CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATIONS OF HOMERUNS, AND ADJUST CIRCUIT NUMBERS ACCORDING TO EXISTING CONDITIONS IF REQUIRED. 4. COORDINATE ALL DEMOLITION WORK WITH FACILITY PERSONNEL BEFORE REMOVING ANY EQUIPMENT TO PREVENT UNNECESSARY LOSS OF POWER IN OCCUPIED SPACES. 5. CONTRACTOR TO FIELD VERIFY EXISTING UNDERGROUND UTILITIES PRIOR TO EXCAVATION, AND VERIFY LOCATION POINT OF INTERCEPTION OF EXISTING UNDERGROUND FEEDERS. 6. REFER TO SHEET E000 FOR ADDITIONAL NOTES. 1. PROVIDE NEW 300KW STANDBY GENERATOR. 2. LAYOUT TEMPORARY FEEDER CABLES READY FOR SWITCH-OVER. 3. INSTALL NEW UG FEEDER AND HANDHOLE "PB1". INTERCEPT EXISTING "ATS2" FEEDER FROM "EDBB". 4. DISCONNECT EXISTING UPSTREAM AND DOWNSTREAM "ATS1" FEEDERS AT "MSDA" AND "EDBA" RESPECTIVELY. 5. CONNECT TEMPORARY UPSTREAM AND DOWNTREAM FEEDERS AT "MSDA" AND "EDBA" RESPECTIVELY. 6. DEMOLISH EXISTING 300KW GENERATOR, FUEL TANK AND DOWNSTREAM FEEDERS AND EQUIPMENT. 7. NEW WORK - INSTALL THE FOLLOWING NEW EQUIPMENT IN NEW LOCATIONS: a. INSTALL NEW AUTOMATIC TRANSFER SWITCH "ATS1". b. INSTALL NEW HANDHOLE "HH1". c. INSTALL NEW UG CONDUIT FROM "HH1" TO NEW GENERATOR. d. PULL-IN NEW FEEDERS READY TO SWITCH-OVER. 8. DISCONNECT TEMPORARY UPSTREAM AND DOWNSTREAM FEEDERS AT "MSDA" AND "EDBA" RESPECTIVELY. 9. CONNECT NEW UPSTREAM AND DOWNTREAM "ATS1" FEEDERS AT "MSDA" AND "EDBA" RESPECTIVELY. 10. REMOVE REMAINING EQUIPMENT SCHEDULED FOR DEMOLITION. KEYNOTES: GENERAL NOTES: PHASING SEQUENCE: 10920 VIA FRONTERA SUITE 200 SAN DIEGO, CA 92127 858.271.9808 FAX: 858.271.9932 www.imegcorp.com # 19004147.00 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP. REFERENCE SCALE IN INCHES 0 1 2 3 # WOMEN'S LOCKERS 169 STORAGE 182 INTERVIEW CELL SAFETY CELL MECH EQUIP 171 ELEV EQUIP 172 ELEC. ROOM 174 PHYSICAL FITNESS 161 MEN'S 163 MEN'S LOCKERS 164 VEST 166 TRAFFIC SUPERVISOR 108 CORRIDOR MEN WOMEN SALLY PORT 181 ENTRY PROPERTY & EVIDENCE 159 EVIDENCE 157 NARCOTICS 158 DISPATCH CENTER 144 MASTER MPOE / MDF ROOM 143 COMM SUPERVISOR 145 CRIME ANALYST 141 WOMEN 148 MEN 149 BATTERY CHARGING/ SHOTGUN STORAGE 126 COFFEE 123 WATER FOUNTAIN 122 CELL DRY CLEANING 125 TRAFFIC 116 ELEV EQUIP 175 ELEV. #1 EL01 METER ROOM 173 VESTIBULE 167 VESTIBULE 162 VESTIBULE ROOM 199 RECORDS SUPERVISOR 110 EVIDENCE LOCKERS 194 STAIR #1 ST01 ELEV. #2 EL02 WOMEN'S 168 CUST CLOSET ? CST 151 PUBLIC COUNTER 104 ENTRY VESTIBULE 102 WATCH COMMANDER 133 LOBBY 101 PRISONER INTAKE CELL CORRIDOR BRIEFING 121 TRAFFIC OFFICE 114 TRAFFIC OFFICE 115 PATROL SERGEANT 111 MEETING ROOM 112 RECORDS 109 LOUNGE 146 ELECT. 142 CORRIDOR 192 CORRIDOR 191 CORRIDOR 193 CORRIDOR 195 CORRIDOR 196 OFFICE 152 DRYING ROOM / CHEMICAL STORAGE 184 STORAGE 185 MEETING 106 CORRIDOR 103 CRIME LIVESCAN 107 PUBLIC INQUIRY 105 BAG TAG 156 WATCH COMM OFFICE 134 STAIR #2 ST02 INTERVIEW 160 E400 2 PNL-"ETB" 3 8 (N)"ATS1" 7 4 2 504 HH1 3 504 1 (N)GEN. SET (N)COMMAND CENTER 5 PB1 6 11 303 TR-ETB A B D C E E E E E E TRAILER "P1" TRAILER "P2" TRAILER "P3" TRAILER "P4" TRAILER "P5" TRAILER "P6" E401 1 E401 2 13 12 TR-"ETC" TR-"TP" PNL-"EV" 2004 (N)CONCRETE ENCLOSURE 30A DS OFFICE 154 HOMLESS OUTREACH 155 CST OFFICE 153 9 10 14 NEMA 3R MATTH E W M. S A MAREREREENIGN E L ANOISSEORPD F IAN OF CA L I F O RST A TE E LACIRTCLETSIGERNo. 21648 Exp 9/30/20 CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MS 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION PROJECT MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: 1/16" = 1'-0" E102 SITE PLAN -ELECTRICAL RENOVATION CARLSBAD SAFTEY CENTER IMEG CF 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 NOR HT 1/16" = 1'-0" LEVEL 01 - ELECTRICAL RENOVATION SITE PLAN1 1. NEW STANDBY GENERATOR WITH 72-HR FUEL BELLY TANK IN WEATHERPROOF, SOUND ATTENAUTED ENCLOSURE. 2. NEW FEEDER AND CONTROL CABLE IN NEW UG DUCT BANK. 3. NEW FEEDER AND CONTROL CABLE IN EXISTING UG DUCT BANK. 4. PROVIDE PRECAST UG HANDHOLE 36"L x 24"W x 36"D REINFORCED CONCRETE WITH TRAFFIC RATED BOLT DOWN LID. ENGRAVED WITH "ELECTRIC" SIGN. 5. (1) 1"C IN UG DUCT BANK FOR REMOTE ANNUNCIATOR CABLE. 6. (2) 1"C IN UG DUCT BANK FOR POWER AND SIGNAL. 7. PROVIDE NEW AUTOMATIC TRANSFER SWITCH "ATS1" IN THE SAME LOCATION. 8. EXISTING UG CONDUITS TO "ATS2". 9. NEW PULL BOX 'PB1'. 10. COORDINATE EXACT LOCATION OF REMOTE ANNUNCIATOR WITH OWNER. 11. NEW PANELBOARD "EPC". 12. NEW NEMA 3R PULLBOX 6" x 6" x 4" DEPTH. EXTEND FEEDER TO DISTRIBUTON BOARD "EDBA". 13. NEW NEMA 3R PULL BOX 6" x 6" x 4" DEPTH. EXTEND CONDUIT TO MDF ROOM. 14. PROVIDE EMERGENCY MANUAL STOP BUTTON. 1. ALL EQUIPMENT SHOWN ARE EXISTING UNLESS OTHERWISE NOTED. 2. THE CONTRACTOR SHALL VISIT THE SITE SPECIFICALLY INCLUDING ALL AREAS INDICATED ON THE DRAWINGS. HE SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THESE EXISTING CONDITIONS, AND BY SUBMITTING A BID ACCEPTS CONDITIONS UNDER WHICH HE WILL BE REQUIRED TO PERFORM HIS WORK. 3. ALL EQUIPMENT, CIRCUIT NUMBERS AND EXISTING CONDUIT HOMERUNS SHOWN ON THESE DRAWINGS WERE TAKEN FROM EXISTING RECORD DRAWINGS. IT IS THIS CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATIONS OF HOMERUNS, UNDERGROUND CONDUITS, HANDHOLES AND ADJUST CIRCUIT NUMBERS ACCORDING TO EXISTING CONDITIONS IF REQUIRED. 4. COORDINATE ALL DEMOLITION WORK WITH FACILITY PERSONNEL BEFORE REMOVING ANY EQUIPMENT TO PREVENT UNNECESSARY LOSS OF POWER IN OCCUPIED SPACES. 5. CONTRACTOR TO FIELD VERIFY EXISTING UNDERGROUND UTILITIES PRIOR TO EXCAVATION. 6. ALL BELOW GRADE CIRCUIT SHALL BE MINIMUM OF #10 AWG IN 1"C. 7. REFER TO SHEET E001 FOR FEEDER SCHEDULE. KEYNOTES: GENERAL NOTES: 10920 VIA FRONTERA SUITE 200 SAN DIEGO, CA 92127 858.271.9808 FAX: 858.271.9932 www.imegcorp.com # 19004147.00 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP. REFERENCE SCALE IN INCHES 0 1 2 3 TEMPORARY POWER KEYNOTES: TEMPORARY POWER GENERAL NOTES: A. EXISTING SDG&E TRANSFORMER. B. NEW WALL MOUNTED 200A METER MAIN. C. NEW PAD MOUNTED 150KVA TRANSFORMER. D. NEW 400A DISTRIBUTION BOARD. E. NEW OFFICE TRAILERS WITH BUILD-IN LOAD CENTER. CONTRACTOR TO PROVIDE FEEDER TO EACH TRAILER. REFER TO SINGLE LINE DETAIL 2/E002 FOR DETAILS. A. UTILITY TEMPORARY SERVICE METER SHALL BE INSTALLED PER THE UTILITY COMPANY REQUIREMENTS. VERIFY FINAL CONSTRUCTION REQUIREMENTS WITH UTILITY COMPANY SERVICE PLANNER. B. CONTACT SDG&E SERVICE PLANNER FOR FURTHER INFORMATION. C. THE CONTRACTOR SHALL INSPECT AND VERIFY ALL FIELD CONDITIONS PRIOR TO INSTALLATION OF UTILITY SERVICE TO THE TEMPORARY OFFICE TRAILERS. D. COORDINATE TRENCH ROUTING AND EQUIPMENT LOCATIONS WITH EXISTING CONDITIONS AND NEW WORK. E. PROVIDE TRANSFORMER PAD, MOUNTING SUPPORT FOR PANELBOARDS AND HANDHOLES. F. UTILITY SERVICE INFORMATION SHOWN IS FOR BIDDING PURPOSES ONLY. ACTUAL CONSTRUCTION DOCUMENTS SHALL BE OBTAINED FROM THE APPROPRIATE UTILITY COMPANY REPRESENTATIVE. G. ALL EXTERIOR EQUIPMENT SHALL BE NEMA 3R. # FD FD FD J 1 2 3 4 6 7 8 9 10 11 12 13 A B C D E F G H AA WOMEN'S LOCKERS 169 STORAGE 182 INTERVIEW CELL SAFETY CELL MECH EQUIP 171 ELEV EQUIP 172 ELEC. ROOM 174 PHYSICAL FITNESS 161 MEN'S 163 MEN'S LOCKERS 164 VEST 166 TRAFFIC SUPERVISOR 108 CORRIDOR MEN WOMEN SALLY PORT 181 ENTRY PROPERTY & EVIDENCE 159 EVIDENCE 157 NARCOTICS 158 HOMLESS OUTREACH 155 DISPATCH CENTER 144 MASTER MPOE / MDF ROOM 143 COMM SUPERVISOR 145 CRIME ANALYST 141 WOMEN 148 MEN 149 BATTERY CHARGING/ SHOTGUN STORAGE 126 COFFEE 123 WATER FOUNTAIN 122 CELL DRY CLEANING 125 TRAFFIC 116 ELEV EQUIP 175 ELEV. #1 EL01 METER ROOM 173 VESTIBULE 167 VESTIBULE 162 VESTIBULE ROOM 199 RECORDS SUPERVISOR 110 EVIDENCE LOCKERS 194 STAIR #1 ST01 ELEV. #2 EL02 WOMEN'S 168 CST 151 OFFICE 154 PUBLIC COUNTER 104 ENTRY VESTIBULE 102 WATCH COMMANDER 133 LOBBY 101 PRISONER INTAKE CELL CORRIDOR BRIEFING 121 TRAFFIC OFFICE 114 TRAFFIC OFFICE 115 PATROL SERGEANT 111 MEETING ROOM 112 RECORDS 109 LOUNGE 146 ELECT. 142 CORRIDOR 192 WOMEN'S SHOWERS 170 MEN'S SHOWERS 165 CORRIDOR 191 CORRIDOR 193 CORRIDOR 195 CORRIDOR 196 OFFICE 152 DRYING ROOM / CHEMICAL STORAGE 184 STORAGE 185 MEETING 106 CORRIDOR 103 CRIME LIVESCAN 107 PUBLIC INQUIRY 105 BAG TAG 156 WATCH COMM OFFICE 134 STAIR #2 ST02 INTERVIEW 160 CUST CLOSET 5 1 2 TYP. TYP. EP1B-16 EP1B-18 EP1B-18 P1C-6 P1C-19 P1C-23 P1C-21 EP1B-16 EP1B-14P1C-2 P1C-2 EP1B-14 P1C-6 P1C-8 P1C-12 P1C-10 P1C-8P1C-10P1C-12P1C-8P1C-10P1C-8 EP1A-5 EP1A-5 EP1A-5 EP1A-1 EP1A-1 EP1A-5 P1C-12 EP1A-5 EP1A-3 EP1A-3 EP1A-3 P1C-5 P1C-3 P1C-3 P1C-1 P1C-3P1C-5P1C-1 P1C-9 P1C-7 P1C-11 P1C-11 P1C-9 P1C-21P1C-23 P1C-19P1C-19 P1C-23 P1C-21 P1C-19 EP1B-18 P1C-23 EP1B-14 EP1B-14P1C-15 P1C-17 EP1B-6P1C-15 P1C-13,15 P1C-17 P1C-13,15 P1C-2P1C-6 P1C-21 P1C-23 P1C-19 P1C-21 P1C-4 P1C-4 EP1B-18 EP1B-16 P1C-13 EP1B-14 EP1A-3 P1C-10 P1B-12P1B-12 P1B-8 P1B-12 EP1B-2 EP1B-6EP1B-4 EP1B-6 EP1B-2 EP1B-4 EP1B-6 EP1B-2 P1C -1,5 P1C -3,5 EP1B-2,4 P1C -3 P1C-1 P1C -3,5 EP1B-4,6 P1B-10,8 EP1A-3 P1B-6 P1B-5P1B-7 P1B-7 P1B-5 EP1A-1 P1B-12 EP1B-4 EP1B-2,4AH-1 3 EL1A-7,9,11 EL1A-13,15,17 EP1A-19 EP1A-7 P1B-2P1B-6 P1B-4P1B-2P1B-4 EP1A-7 EP1A-7P1B-4 4 4 MATTH E W M. S A MAREREREENIGN E L ANOISSEORPD F IAN OF CA L I F O RST A TE E LACIRTCLETSIGERNo. 21648 Exp 9/30/20 CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MS 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION PROJECT MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: 1/8" = 1'-0" E201 LEVEL 01 -ELECTRICAL DEMOLITION PLAN CARLSBAD SAFTEY CENTER IMEG CF 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 NOR HT 1/8" = 1'-0" LEVEL 01 - ELECTRICAL DEMOLITION PLAN1 # 10920 VIA FRONTERA SUITE 200 SAN DIEGO, CA 92127 858.271.9808 FAX: 858.271.9932 www.imegcorp.com # 19004147.00 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP. REFERENCE SCALE IN INCHES 0 1 2 3 1. ALL EXISTING LIGHT FIXTURES WHERE SHOWN INCLUDING LIGHTING CONTROLS WITHIN THIS SPACE ARE TO BE DEMOLISHED. PROTECT EXISTING BRANCH CIRCUIT IN PLACE TO FEED NEW LIGHT FIXTURES. TYPICAL. 2. DISCONNECT AND REMOVE EXISTING RECEPTACLE OUTLETS IN DEMOLISHED WALL. PROTECT EXISTING BRANCH CIRCUIT IN PLACE TO FEED NEW RECEPTACLE OUTLETS. TYPICAL. 3. REMOVE EXISTING AH-1 DISCONNECT SWITCH, EXISTING FEEDER TO REMAIN. PROTECT IN PLACE FOR RECONNECTION TO NEW DISCONNECT SWITCH. 4. REMOVE EXISTING ELEVATOR DISCONNECT SWITCH, EXISTING FEEDER TO REMAIN. KEYNOTES: GENERAL NOTES: 1. DEMOLITION PLAN SHOWS APPROXIMATE LAYOUT OF EXISTING EQUIPMENT AND IS NOT INTENDED TO REPRESENT "AS-BUILT" CONDITION. GENERAL CONTRACTOR IS REQUIRED TO VISIT THE SITE AND OTHERWISE BECOME FAMILIAR WITH ACTUAL CONDITION WHEN BIDDING THE WORK. 2. REMOVE ELECTRICAL EQUIPMENT IN THEIR ENTIRETY WHERE NECESSARY OR CALLED FOR THROUGHOUT THE SCOPE OF WORK. 3. EQUIPMENT TO BE REMOVED SHALL INCLUDE ALL CONDUIT, WIRING AND APPURTENANCES BACK TO THE PANELBOARD OR EXISTING DEVICE TO REMAIN, UNLESS OTHERWISE NOTE. 4. DISCONNECT AND REMOVE POWER TO ALL PLUMBING AND MECHANICAL EQUIPMENT TO BE DEMOLISHED. SEE PLUMBING AND MECHANICAL DEMOLITION PLANS FOR DETAILS. 5. ALL LOW VOLTAGE EQUIPMENT/DEVICES: FIRE ALARM, SECURITY, TEL/DATA, NURSE CALL, SOUND, PAGING SYSTEMS, ETC SHALL BE PROTECTED TO REMAIN. FD FD FD J 1 2 3 4 6 7 8 9 10 11 12 13 A B C D E F G H AA CSI 225 ELEV. #2 EL02 VEST. 268 MECHANICAL EQUIP. 221 CLEAN OFFICE 251 TRAINING COORDINATOR'S OFFICE 252 ROOF TERRACE 245 OFFICE 253 OFFICE 254 TECH SERVICE CAPTAIN 255 LIEUT. 256 FIELD SERVICE CAPT. 257 ADMIN ASSIST. 258 SECRETARY 291OFFICE 260 POLICE CHIEF 289 CLOSET 290 CONFERENCE 288 MEN 292 CLERICAL POOL 261 CORRIDOR 264 ADMIN CSO 241 WORK REPRO 294 WOMEN 285 FIRE CHIEF 283 SECRETARY 282 STORAGE 242 RES. ASSIST. 240 WORKROOM / IDF ROOM 237 IT OFFICE 238 FIRE DIV. CHEIF 281 FIRE ADMIN 280 FIRE ANALYST 277 EMS MGR 276 EMPTY 275 HALLWAY 273 STORAGE 274 CORRIDOR 262 CORRIDOR 264 JUVENILE SERVICES SERGEANT 211 ELEV. #1 EL01 STORAGE 279 STAIR #1 ST01 EOC DIRECTOR 271 FIRE TRAINING OFFICER 272CRIME OF VIOLENCE 210 OFFICE 209 CORRIDOR 215 CORRIDOR 215INTERVIEW 212 INTERVIEW 213MAILROOM 214 OFFICE 208 INVESTIGATIVE SERVICES 201 SGT. OFFICE 204 SGT. OFFICE 205 OFFICE 206 STAIR #2 ST02 ELEC. ROOM 207 INTERVIEW 203 VICE / NARCOTICS 202 ? ? VEST. 234 WOMEN 235 JANITOR 233 CORRIDOR 264 MEN 232 JANITOR OFFICE 222IN-PROCESS EVID./STOR. 223 ALS ROOM 224 CSI 225 CORRIDOR 264 VEST. 231 JANITOR 243 COFFEE 286 STOR. 287 CORRIDOR 293 LOUNGE 244 CORRIDOR 262 CLERICAL 278 CLOSET 284 5 1 TYP. 2 TYP. P2B-7 P2B-9 P2B-15 P2B-17 EP2A-14 EP2A-16 EP2A-16 EP2A-18 P2B-17P2B-4,6 EP2A-13 EP2A-17P2B-4 P2B-4 P2B-2 P2B-16 P2B-2 EP2A-13 EP2A-17 P2B-6 P2B-2 P2B-4 P2B-18 EP2A-13 P2B-16P2B-18EP2A-11P2A-10 P2A-8P2A-10P2A-8 P2A-8P2A-12 P2A-12 EP2A-7 EP2A-9 P2A-10 EP2A-11 P2A-2P2A-6 P2A-19P2A-21P2A-23P2A-6P2A-22EP2A-1 P2A-4 EP2A-1 P2A-2 P2A-17 EP2A-9 EP2A-9 P2B-8 P2A-1 EP2A-4 P2A-1 EP2A-2 P2A-5 P2A-1 P2A-3 P2A-3EP2A-6 EP2A-4 P2A-5 P2A-1 P2A-3 P2A-3 P2A-5 P2A-7 P2A-7 P2A-11 P2A-9 P2A-9 EP2A-6P2A-7 EP2A-4 EP2A-7 EP2A-11 EP2A-9 P2A-7 P2B-10 P2B-12 P2B-8 EP2A-13 P2A-9,11 EP2A-10 EP2A-12 EP2A-8 EP2A-12 EP2A-12 EP2A-14 EP2A-18 EP2A-18 EP2A-16P2B-11 EP2A-18 P2B-5 3 AH-2 EL2A-7,9,11 EL2A-8,10,12 EP2A-37 EP2A-8 EP2A-10 EP2A-12 EP2A-8 EP2A-10 EP2A-12 EP2A-8 MATTH E W M. S A MAREREREENIGN E L ANOISSEORPD F IAN OF CA L I F O RST A TE E LACIRTCLETSIGERNo. 21648 Exp 9/30/20 CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MS 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION PROJECT MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: 1/8" = 1'-0" E202 LEVEL 02 -ELECTRICAL DEMOLITION PLAN CARLSBAD SAFTEY CENTER IMEG CF 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 NOR HT 1/8" = 1'-0" LEVEL 02 - ELECTRICAL DEMOLITION PLAN1 10920 VIA FRONTERA SUITE 200 SAN DIEGO, CA 92127 858.271.9808 FAX: 858.271.9932 www.imegcorp.com # 19004147.00 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP. REFERENCE SCALE IN INCHES 0 1 2 3 1. DEMOLITION PLAN SHOWS APPROXIMATE LAYOUT OF EXISTING EQUIPMENT AND IS NOT INTENDED TO REPRESENT "AS-BUILT" CONDITION. GENERAL CONTRACTOR IS REQUIRED TO VISIT THE SITE AND OTHERWISE BECOME FAMILIAR WITH ACTUAL CONDITION WHEN BIDDING THE WORK. 2. REMOVE ELECTRICAL EQUIPMENT IN THEIR ENTIRETY WHERE NECESSARY OR CALLED FOR THROUGHOUT THE SCOPE OF WORK. 3. EQUIPMENT TO BE REMOVED SHALL INCLUDE ALL CONDUIT, WIRING AND APPURTENANCES BACK TO THE PANELBOARD OR EXISTING DEVICE TO REMAIN, UNLESS OTHERWISE NOTE. 4. DISCONNECT AND REMOVE POWER TO ALL PLUMBING AND MECHANICAL EQUIPMENT TO BE DEMOLISHED. SEE PLUMBING AND MECHANICAL DEMOLITION PLANS FOR DETAILS. 5. ALL LOW VOLTAGE EQUIPMENT/DEVICES: FIRE ALARM, SECURITY, TEL/DATA, SOUND, PAGING SYSTEMS, ETC SHALL BE PROTECTED TO REMAIN. # 1. ALL EXISTING LIGHT FIXTURES WHERE SHOWN INCLUDING LIGHTING CONTROLS WITHIN THIS SPACE ARE TO BE DEMOLISHED. PROTECT EXISTING BRANCH CIRCUIT IN PLACE TO FEED NEW LIGHT FIXTURES. TYPICAL. 2. DISCONNECT AND REMOVE EXISTING RECEPTACLE OUTLETS IN DEMOLISHED WALL. PROTECT EXISTING BRANCH CIRCUIT IN PLACE TO FEED NEW RECEPTACLE OUTLETS. TYPICAL. 3. REMOVE EXISTING AH-2 DISCONNECT SWITCH, EXISTING FEEDER TO REMAIN. PROTECT IN PLACE FOR RECONNECTION TO NEW DISCONNECT SWITCH. KEYNOTES: GENERAL NOTES: 1 2 3 4 6 7 8 9 10 11 12 13 A B C D E F G H AA 5 1 1 1 1 1 1 3 1 3 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 EF-13 EF-2 EF-15 EF-4 EF-3 EF-14 EF-8 EF-17 EF-1 EF-12 EF-6 EP2A-31 EP2A-29 EP2A-25 EP2A-25 EL2A-13,15,17 EP2A-30 EP2A-26 EP2A-26 EP2A-26 EP2A-28 EL2A-14,16,18 MATTH E W M. S A MAREREREENIGN E L ANOISSEORPD F IAN OF CA L I F O RST A TE E LACIRTCLETSIGERNo. 21648 Exp 9/30/20 CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO.DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MS 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION PROJECT MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: 1/8" = 1'-0" E203 ROOF -ELECTRICAL DEMOLITION PLAN CARLSBAD SAFTEY CENTER IMEG CF 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 NOR HT 1/8" = 1'-0" ROOF - ELECTRICAL DEMOLITION PLAN1 10920 VIA FRONTERA SUITE 200 SAN DIEGO, CA 92127 858.271.9808 FAX: 858.271.9932 www.imegcorp.com # 19004147.00 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP. REFERENCE SCALE IN INCHES 0 1 2 3 GENERAL NOTES: 1. DEMOLITION PLAN SHOWS APPROXIMATE LAYOUT OF EXISTING EQUIPMENT AND IS NOT INTENDED TO REPRESENT "AS-BUILT" CONDITION. GENERAL CONTRACTOR IS REQUIRED TO VISIT THE SITE AND OTHERWISE BECOME FAMILIAR WITH ACTUAL CONDITION WHEN BIDDING THE WORK. 2. REMOVE ELECTRICAL EQUIPMENT IN THEIR ENTIRETY WHERE NECESSARY OR CALLED FOR THROUGHOUT THE SCOPE OF WORK. 3. EQUIPMENT TO BE REMOVED SHALL INCLUDE ALL CONDUIT, WIRING AND APPURTENANCES BACK TO THE PANELBOARD OR EXISTING DEVICE TO REMAIN, UNLESS OTHERWISE NOTE. 4. DISCONNECT AND REMOVE POWER TO ALL PLUMBING AND MECHANICAL EQUIPMENT TO BE DEMOLISHED. SEE PLUMBING AND MECHANICAL DEMOLITION PLANS FOR DETAILS. 5. ALL LOW VOLTAGE EQUIPMENT/DEVICES: FIRE ALARM, SECURITY, TEL/DATA, SOUND, PAGING SYSTEMS, ETC SHALL BE PROTECTED TO REMAIN. KEYNOTES: 1. DISCONNECT POWER AND REMOVE EXISTING ELECTRICAL EQUIPMENT SERVING THIS MECHANICAL UNIT. SECURE AND PROTECT EXISTING FEEDER TO REMAIN, UNLESS NOTED OTHERWISE. TYPICAL. 2. EXISTING EQUIPMENT TO REMAIN. 3. REMOVE EXISTING EQUIPMENT INCLUDING FEEDER BACK TO SOURCE. # FLO/SSM FLO/SSM FLO/SSM FLO/SSM FLO/SSM FLO/SSM FLO/SSM FLO/SSM 111111JFFFF FF FF FF FF FF FF FFFFFFFF FFFFFFFF FF FF FF FF FFFF FF J BLTJ PBPBP B P B JHDHDFFFF1234678 9 10 11 12 13 A B C D E F G H AA J WOMEN'S LOCKERS 169 STORAGE 182 INTERVIEW CELL SAFETY CELL MECH EQUIP 171 ELEV EQUIP 172 ELEC. ROOM 174 PHYSICAL FITNESS 161 MEN'S 163 MEN'S LOCKERS 164 VEST 166 TRAFFIC SUPERVISOR 108 CORRIDOR MEN WOMEN SALLY PORT 181 ENTRY PROPERTY & EVIDENCE 159 EVIDENCE 157 NARCOTICS 158 DISPATCH CENTER 144 MASTER MPOE / MDF ROOM 143 COMM SUPERVISOR 145 CRIME ANALYST 141 WOMEN 148 MEN 149 BATTERY CHARGING/ SHOTGUN STORAGE 126 COFFEE 123 WATER FOUNTAIN 122 CELL DRY CLEANING 125 TRAFFIC 116 ELEV EQUIP 175 ELEV. #1 EL01 METER ROOM 173 VESTIBULE 167 VESTIBULE 162 VESTIBULE ROOM 199 RECORDS SUPERVISOR 110 EVIDENCE LOCKERS 194 STAIR #1 ST01 ELEV. #2 EL02 WOMEN'S 168 CUST CLOSET CST 151 OFFICE 154 PUBLIC COUNTER 104 ENTRY VESTIBULE 102 WATCH COMMANDER 133 LOBBY 101 PRISONER INTAKE CELL CORRIDOR BRIEFING 121 TRAFFIC OFFICE 114 TRAFFIC OFFICE 115 PATROL SERGEANT 111 MEETING ROOM 112 RECORDS 109 LOUNGE 146 ELECT. 142 CORRIDOR 192 CORRIDOR 191 CORRIDOR 193 CORRIDOR 195 CORRIDOR 196 OFFICE 152 DRYING ROOM / CHEMICAL STORAGE 184 STORAGE 185 MEETING 106 CORRIDOR 103 CRIME LIVESCAN 107 PUBLIC INQUIRY 105 BAG TAG 156 WATCH COMM OFFICE 134 STAIR #2 ST02 INTERVIEW 160 WOMEN'S SHOWERS 170 MEN'S SHOWERS 165 HOMLESS OUTREACH 155 CST OFFICE 153 HALLWAY 147 INTERVIEW ROOM 183 IDF ROOM 1 132 TRAFFIC OFFICE 113 AV ROOM 124 WATCH COMMANDER 133 5 PNL-"P1B" PNL-"EP1A" TR-"ET1A" TR-"TDBA" PNL-"EL1A" DP-"DBA"DP-"EDBA" DP-"EPU1B" DP-"EPU1A" CLOCK M. CLOCK CONTACTOR PNL-"L1A" (N)"ATS1" SB-"MSDA" PNL-"EP1B" TR-"ET1B" EP1A-3 TV +86" COPIER VENDINE MACHINE VENDINE MACHINE ATRIUM / REPORT WRITING 131 ICE MAKER CORRIDOR 198 RANGE FRIDGEGD PNL-"P1C" PNL-"EP1D" PNL-"P1D" 1 P1C - 42 P1C - 41 P1C - 38 P1C - 36 P1C - 34 P1C - 32 2TYP.EP1D - 1,3 P1D - 2,4,6 P1D - 8,10 EP1D - 5 P1D-6 P1D-2 P1D-4 P1D - 25,27 P1D - 21,23 P1D - 17,19 P1D - 13,15 P1D - 7 P1D - 5 P1D - 3 P1D - 1 P1D - 29 P1D - 31 P1D - 33 P1D - 16,18 P1D - 20,22 P1D - 9,11 P1D - 12,14 EP1D - 7 EP1D - 9 P1D - 24 P1D - 36 P1D - 30 ICE DISPENSER & FOUNTAIN 1 3 P1C-8 P1C-10 P1C-21P1C-23 P1C-19 P1C-14 P1C-21 EP1B-18 P1C-23 EP1B-14 P1C-15 P1C-17 EP1B-6P1C-15 P1C-13,15 P1C-13,15 P1C-2P1C-6 P1C-21 P1C-23 P1C-19 P1C-21 P1C-4 P1C-4 EP1B-18 EP1B-16 P1C-13 EP1B-14 EP1A-3 P1C-10 P1B-12P1B-12 P1B-8 P1B-12 EP1B-4 EP1B-6 EP1B-2 EP1B-4 EP1B-6 P1C -1 P1C -3 P1C -5 EP1B-4 P1B-10,8 EP1A-3 P1B-6 P1B-5P1B-7 P1B-7 P1B-5 EP1A-1 P1B-12 EP1B-4 DS2 CRAC 1 CRAC-2 EP1D - 2,4,6 EP1D - 8,10,12 FC-12 FC-8 FC-11 FC-10 4 4 4 4 P2D-15,17 P2D-2,4 EP2B-7,9 P2D-21,23 (N)VAV (N)VAV (N)VAV (N)VAV 7TYP. 8 AH-1 8 SUPPLY RETURN EL1A-7,9,11 EL1A-13,15,17 EP1A-19 6 665 EP1B 4P1C 5 1 1 P1C 3 P1C 3 1 EP1B-2 (N)VAV (N)VAV (N)VAV (N)VAV EP1B 6 EP1B 6 1 (N)VAV(N)VAV P1D - 38,40 2 P1D - 42 P1D-42 P1D-42 CODE BLUE EP1B-2 EP1B-14 EP1B-14 P1C-23 P1C-23 1 1 P1C-14 P1C-14 P1C-14 1 P1C-21 P1C-21 1 P1C-6P1C-6 1 P1C-19 P1C-19 P1C-19 P1C-19 1 EP1A-5 EP1A-3 P1C-10 EP1A-1 EP1A-1 1 1 1 EP1A-1 EP1A-1 1 9 9 9 9 10 EP1D - 20 EP1D - 22 P1C-8 TYP. 3TYP. 3TYP. P1C-12 P1C-12 P1C-12 P1B-7 1 +66" EP1A-5 P1C-8 P1C-12 P1C-10 P1C-12P1C-8 +66" EP1C-6 EP1C-4EP1C-4 +66" TYP. P1C-21 +66" P1D - 35 P1D - 37 P1D-37 P1D-37 P1D-37 P1D-35 P1D-35P1D-35 +66" P1C-23 +66" TYP. P1B-1 1 P1D - 39,41 P1D - 43 EP1D - 24 P1B-2P1B-6 P1B-4P1B-2P1B-4 EP1A-7 EP1A-7P1B-4P1B-4 1 11 11 ELEV #2 ELEV #1 MATTH E W M. S A MAREREREENIGN E L ANOISSEORPD F IAN OF CA L I F O RST A TE E LACIRTCLETSIGERNo. 21648 Exp 9/30/20 CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MS 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION PROJECT MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: 1/8" = 1'-0" E204 LEVEL 01 -ELECTRICAL RENOVATION PLAN CARLSBAD SAFTEY CENTER IMEG CF 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 NOR HT 1/8" = 1'-0" LEVEL 01 - ELECTRICAL RENOVATION PLAN1 10920 VIA FRONTERA SUITE 200 SAN DIEGO, CA 92127 858.271.9808 FAX: 858.271.9932 www.imegcorp.com # 19004147.00 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP. REFERENCE SCALE IN INCHES 0 1 2 3 # 1. CONNECT NEW RECEPTACLE OUTLET TO EXISTING RECEPTACLE CIRCUIT. TYPICAL. 2. PROVIDE POWER/DATA FLOOR FURNITURE FEED. COORDINATE WITH FURNITURE PROVIDER EXACT LOCATION, TYPICAL. SEE DETAIL ON E501/1. 3. PROVIDE POWER/DATA WALL FURNITURE FEED. COORDINATE WITH FURNITURE PROVIDER EXACT LOCATION, TYPICAL. SEE DETAIL ON E501/6. 4. NEMA 1 30A, 2P, 600V FUSED DISCONNECT SWITCH (INTEGRAL PART OF EQUIPMENT). FAN COIL IS POWERED BY ITS CONDENSING UNIT ON ROOF. 5. PROVIDE NEMA 1 30A, 3P, 600V FUSED DISCONNECT SWITCH. 6. PROVIDE NEMA 1 60A, 3P, 600V FUSED DISCONNECT SWITCH. 7. USE EXISTING VAV CIRCUIT SERVING THIS LOCATION. INTERCEPT AND EXTEND EXISTING CONDUIT AND CIRCUIT WIRES TO NEW VAV AS NEEDED, TYPICAL. 8. RECONNECT EXISTING FEEDER TO NEW AH-1 DISCONNECT SWITCH AND CONTROL. 9. PROVIDE 3/4"C TO DOOR CONTROLLER. 10. J-BOX FOR POWER CONNECTION TO DOOR CONTROLLER. 11. PROVIDE NEW DICONNECT SWITCH AND RECONNECT EXISTING FEEDER. REFER SINGLE LINE SHEET E002 FOR DETAILS KEYNOTES: GENERAL NOTES: 1. ALL EQUIPMENT ARE NEW UNLESS NOTED OTHERWISE. 2. LABEL ALL DEVICES AND EQUIPMENT CONNECTIONS WITH CIRCUIT NUMBER AND PANEL. 3. ALL CONDUCTORS RATED 600V OR 250V SHALL HAVE 'THW', 'THHN' OR 'THWN' INSULATION WITH EMT CONDUIT. UNLESS NOTED OTHERWISE. SEE DETAIL E500/1 4. THE CONTRACTOR SHALL COORDINATE ALL EQUIPMENT LOCATIONS WITH ARCHITECTURAL, MECHANICAL, STRUCTURAL, PLUMBING AND ALL APPROPRIATE DISCIPLINES. 5. THE CONTRACTOR SHALL REVIEW EQUIPMENT MANUFACTURER'S REQUIREMENTS AND PROVIDE FUSE SIZES AS INDICATED, RELAYS, CONNECTIONS OR OTHER RELATED WORK TO COMPLETE THE ELECTRICAL SYSTEM. 6. ALL AHU VFD (5KAIC RATED) PROVIDED BY MECHANICAL INSTALLED BY ELECTRICAL. 7. CONTRACTOR TO PROVIDE POWER TO ALL NEW VAV BOXES, CONNECT TO NEAREST EXISTING VAV. COORDINATE LOCATIONS WITH MECHANICAL. 8. EXTERIOR ELECTRICAL EQUIPMENT SHALL BE NEMA 3R. FD FD FD J J J1 FF HD HD FFFFFF12346789 10 11 12 13 A B C D E F G H AA TRAINING COORDINATOR'S OFFICE 252 TECH SERVICE CAPTAIN 255 LIEUT. 256 FIELD SERVICE CAPT. 257 ADMIN ASSIST. 258 SECRETARY 291 POLICE CHIEF 289 CONFERENCE 288 FIRE CHIEF 283 FIRE DIV. CHEIF 281 FIRE ANALYST 277EMS MGR 276EMPTY 275 CRIME OF VIOLENCE 210 OFFICE 209 MAILROOM 214 INTERVIEW 213 INTERVIEW 212 JUVENILE SERVICES SERGEANT 211 EOC DIRECTOR 271 SGT. OFFICE 204 ELEC. ROOM 207 VICE / NARCOTICS 202 MECHANICAL EQUIP. 221 IN-PROCESS EVID./STOR. 223 JANITOR 233 MEN 232 WORKROOM / IDF ROOM 237 WOMEN 235 WOMEN 285 SECRETARY 282 CLOSET 290 COFFEE 286 STOR. 287 CLOSET 284 FIRE ADMIN 280 CLERICAL 278 STORAGE 274 STORAGE 279 FIRE TRAINING OFFICER 272 WORK REPRO 294 MEN 292 CSI 225 HALLWAY 273 CORRIDOR 215 VEST. 268 CORRIDOR 264 RES. ASSIST. 240 SGT. OFFICE 205 OFFICE 254CLEAN OFFICE 251 IT OFFICE 238 IT MEETING 239 CORRIDOR 262 ADMIN CSO 241 ALS ROOM 224 CORRIDOR 293 LOUNGE 244 OFFICE 253 CLERICAL POOL 261 OFFICE 208 ROOF TERRACE 245 STORAGE 242 JANITOR 243 INVESTIGATIVE SERVICES 201 STAIR #2 ST02 OFFICE 206 ELEV. #1 EL01 STAIR #1 ST01 ELEV. #2 EL02 OFFICE 260 INTERVIEW 203 JANITOR OFFICE 222 VEST. 234 VEST. 231 IDF ROOM 2 259 5 PNL - "L2A" PNL - "P2A" PNL - "EP2A" TR - "ET2A" PNL - "EL2A" DP-"EPU2" PNL - "P2B" GARBAGE DISPOSAL FRIDGE 2 P2A-41 P2A-41 P2A-41 P2A-41 P2A - 36,38 P2A-38 3 P2A - 40,42 50B 1 P2A-36 P2A - 41 EP2B - 1 P2A-41 TR - "TP2D" PNL - "P2C" PNL - "P2D" P2B-7 P2B-9 P2B-15 P2B-17 EP2A-14 EP2A-16 EP2A-16 EP2A-18 P2B-17 P2B-4,6 EP2A-13 EP2A-17P2B-4 P2B-4 P2B-2 P2B-16 P2B-2 EP2A-13 EP2A-17 P2B-6 P2B-2 P2B-4 P2B-18 EP2A-13 P2B-16 P2B-18 EP2A-11 P2A-10 P2A-8P2A-10P2A-8 P2A-8P2A-12 P2A-12 EP2A-7 EP2A-9 P2A-10 EP2A-11 P2A-4 P2A-2 P2A-17 EP2A-9 EP2A-9 P2B-8 P2A-1 EP2A-4 P2A-1 EP2A-2 P2A-5 P2A-1 P2A-3 P2A-3EP2A-6 P2A-7 P2A-7 P2A-11 P2A-9 EP2A-6 EP2A-7 EP2A-13 P2A-9,11 EP2A-10 EP2A-12 EP2A-8 EP2A-12 EP2A-12 EP2A-14 EP2A-18 EP2A-18 EP2A-16 P2B-11 EP2A-18 P2B-5 PNL - "EP2B" AH-2 8 8 EL2A-8,10,12 EL2A-7,9,11 SUPPLY RETURN EP2A-37 6 5 FC-9 4 EP2B-3,5 FC-5P2D-7,9 4 FC-7 P2D-11,13 4 FC-6 P2D-6,8 4 (N)VAV 7 P2D - 12 P2D - 22 9 P2D - 24,26,28 EP2A-12 1 1 EP2A-14 EP2A-8 EP2A-10 EP2A-12 EP2A-8 EP2A-10 EP2A-12 EP2A-8 EP2A-5 EP2A-3 EP2B - 8 P2B-18 P2B-14P2B-16 EP2A-17 +66" 1 EP2A-17 P2B-4 +66" 1 +66" +66" P2B-17 1 P2B-10 P2B-10 +66" 1 1 TYP. P2A-1 P2A-1 P2A-1P2A-3 P2A-3 P2A-3 1TYP. P2A-5 P2A-5 P2A-7P2A-7 ADMIN CSO 241 P2D - 33 P2D - 29,31 P2D - 25,27 MATTH E W M. S A MAREREREENIGN E L ANOISSEORPD F IAN OF CA L I F O RST A TE E LACIRTCLETSIGERNo. 21648 Exp 9/30/20 CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MS 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION PROJECT MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: 1/8" = 1'-0" E205 LEVEL 02 -ELECTRICAL RENOVATION PLAN CARLSBAD SAFTEY CENTER IMEG CF 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 NOR HT 1/8" = 1'-0" LEVEL 02 - ELECTRICAL RENOVATION PLAN1 10920 VIA FRONTERA SUITE 200 SAN DIEGO, CA 92127 858.271.9808 FAX: 858.271.9932 www.imegcorp.com # 19004147.00 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP. REFERENCE SCALE IN INCHES 0 1 2 3 # 1. CONNECT NEW RECEPTACLE OUTLET TO EXISTING RECEPTACLE CIRCUIT. TYPICAL. 2. J-BOX FOR POWER CONNECTION TO MOVABLE PARTITION. 3. COORDINATE NEMA SIZE AND CONFIGURATION OF RANGE RECEPTACLE WITH OWNER. 4. NEMA 1 30A, 2P, 600V FUSED DISCONNECT SWITCH (INTEGRAL PART OF EQUIPMENT). FAN COIL IS POWERED BY ITS CONDENSING UNIT ON ROOF. 5. PROVIDE NEMA 1 30A, 3P, 600V FUSED DISCONNECT SWITCH. 6. PROVIDE NEMA 1 60A, 3P, 600V FUSED DISCONNECT SWITCH. 7. USE EXISTING VAV CIRCUIT SERVING THIS LOCATION. INTERCEPT AND EXTEND EXISTING CONDUIT AND CIRCUIT WIRES TO NEW VAV AS NEEDED, TYPICAL. 8. RECONNECT EXISTING FEEDER TO NEW AH-2 DISCONNECT SWITCH AND CONTROL. 9. PROVIDE FLOOR FURNITURE FEED. COORDINATE WITH FURNITURE PROVIDER EXACT LOCATION. KEYNOTES: GENERAL NOTES: 1. ALL EQUIPMENT ARE NEW UNLESS NOTED OTHERWISE. 2. LABEL ALL DEVICES AND EQUIPMENT CONNECTIONS WITH CIRCUIT NUMBER AND PANEL. 3. ALL CONDUCTORS RATED 600V OR 250V SHALL HAVE 'THW', 'THHN' OR 'THWN' INSULATION WITH EMT CONDUIT. UNLESS NOTED OTHERWISE. 4. THE CONTRACTOR SHALL COORDINATE ALL EQUIPMENT LOCATIONS WITH ARCHITECTURAL, MECHANICAL, STRUCTURAL, PLUMBING AND ALL APPROPRIATE DISCIPLINES. 5. THE CONTRACTOR SHALL REVIEW EQUIPMENT MANUFACTURER'S REQUIREMENTS AND PROVIDE FUSE SIZES AS INDICATED, RELAYS, CONNECTIONS OR OTHER RELATED WORK TO COMPLETE THE ELECTRICAL SYSTEM. 6. ALL AHU VFD (5KAIC RATED) PROVIDED BY MECHANICAL INSTALLED BY ELECTRICAL. 7. CONTRACTOR TO PROVIDE POWER TO ALL NEW VAV BOXES, CONNECT TO NEAREST EXISTING VAV. COORDINATE LOCATIONS WITH MECHANICAL. 8. EXTERIOR ELECTRICAL EQUIPMENT SHALL BE NEMA 3R. J J J J J J J J J J J JJJ J J J JJJJ J J J 1 2 3 4 6 7 8 9 10 11 12 13 A B C D E F G H AA PNL "PV" 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 222 3 3 3 333 3 3 3 4 4 4 4 4 4 444 5 5 5 5 5 5 5 5 5 5 6 6 6 666 6 6 6 7 7 7 7 7 7 7 7 7 8 8 8 888 8 8 8 9 9 9 999 9 9 9 10 10 1010 10 10 20 20 20 20 20 20 20 20 20 20 19 19 1919 19 19 1919 19 19 18 18 18 18 18 18 1818 18 18 17 17 17 171717 17 17 17 24 24 24 24 24 24 23 23 23 232323 23 23 23 22 22 22 222222 22 22 22 21 21 21 21 21 21 21 21 21 11 11 11 11 11 11 11 11 11 12 12 12 12 12 12 12 12 12 13 13 13 13 13 13 13 12 14 14 13 13 13 14 14 14 14 14 14 14 15 15 15 16 16 1616 15 16 16 15 16 16 161515 15 15 16 PV - 1,3 METER 1 TYP. 2 PV - 5,7 PV - 9,11 PV - 13,15 PV - 17,19 PV - 30,32 PV - 26,28 PV - 22,24 PV - 18,20 PV - 34,36 PV - 38,40PV - 42,44PV - 46,48 PV - 41,43 PV - 45,47 PV - 14,16 PV - 10,12 PV - 6,8PV - 2,4 PV - 37,39PV - 33,35PV - 29,31PV - 25,27 PV - 21,23 202 202202202 202 202 202 202 202 202 202 202 202 202 202202202202202 202202202202202 3 TYP. WP WP WP WP WP WP WPWPWPWPWPWPWPWPWPWP WP WP WP WP WPWPWPWP 4 EF-13 EF-15 EF-4 EF-3 4 4 4 EP2A-31 EP2A-25 EP2A-25 EL2A-13,15,17 EP2A-29 EF-2 4 6 6 7 7 7 7 9 EF-12 EF-1 EF-8 GR-1 EF-25 EF-14 EP2A-30 EP2A-26 EP2A-26 EP2A-28 4 7 4 7 4 7 4 7 5 5 5 5 5 5 5 5 5 5 5 5 EF-20 EF-22 EF-23 EF-19 HP-5 FEF-1 9 EF-24 HP-8 HP-7 HP-6 AC-9 AC-8 AC-7 P2C - 2,4,6 P2C - 7,9,11 P2C - 8,10,12P2C - 13,15,17 DOAS P2C - 14,16,18 C-1 C-2 EP2B - 2,4,6 EP2B-2,4,6 GI-1 HP-12 P2D - 7,9 P2D - 6,8 EP2B - 7,9 P2D - 11,13 P2D - 15,17 202 202 202 302 202 P2C - 19,21,23 P2D - 14 P2D-14 P2D-16 P2D - 16 EF-21 P2D-19 P2D - 19 P2D - 18 HP-10 P2D - 2,4 302 HP-11 P2D - 21,23 202 HP-9 EP2B - 3,5 202 203 303 203 203 10 8 8 8 8 8 8 8 9 9 9 MATTH E W M. S A MAREREREENIGN E L ANOISSEORPD F IAN OF CA L I F O RST A TE E LACIRTCLETSIGERNo. 21648 Exp 9/30/20 CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MS 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION PROJECT MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: 1/8" = 1'-0" E206 ROOF PLAN -ELECTRICAL RENOVATION PLAN CARLSBAD SAFTEY CENTER IMEG CF 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 NOR HT 1/8" = 1'-0" ROOF - ELECTRICAL RENOVATION PLAN1 10920 VIA FRONTERA SUITE 200 SAN DIEGO, CA 92127 858.271.9808 FAX: 858.271.9932 www.imegcorp.com # 19004147.00 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP. REFERENCE SCALE IN INCHES 0 1 2 3 1. PV PANELS ON ROOF, TYPICAL. 2. ENVOY METERING SYSTEM. 3. WEATHERPROOF J-BOX FOR TRANSITION FROM Q-CABLE WIRING TO APPROVED BUILDING WIRE, TYPICAL. 4. RECONNECT EXISTING CIRCUIT TO NEW HVAC EQUIPMENT, EXTEND EXISTING CONDUIT AND WIRE TO NEW EQUIPMENT FEED AS NEEDED. TYPICAL. 5. EXISTING EQUIPMENT TO REMAIN. 6. PROVIDE UNI-STRUT MOUNTING BRACKET FOR NEW PANELBOARD AND METER. COORDINATE WITH ARCHITECT FOR EXACT LOCATION ON ROOF. 7. PROVIDE NEMA 3R 30A, 1P, 600V FUSED DISCONNECT SWITCH. 8. PROVIDE NEMA 3R 30A, 2P, 600V FUSED DISCONNECT SWITCH. 9. PROVIDE NEMA 3R 30A, 3P, 600V FUSED DISCONNECT SWITCH. 10. PROVIDE NEMA 3R 60A, 3P, 600V FUSED DISCONNECT SWITCH. 1. ALL EQUIPMENT ARE NEW UNLESS NOTED OTHERWISE. 2. LABEL ALL DEVICES AND EQUIPMENT CONNECTIONS WITH CIRCUIT NUMBER AND PANEL. 3. ALL CONDUCTORS RATED 600V OR 250V SHALL HAVE 'THW', 'THHN' OR 'THWN' INSULATION WITH EMT CONDUIT. UNLESS NOTED OTHERWISE. 4. THE CONTRACTOR SHALL COORDINATE ALL EQUIPMENT LOCATIONS WITH ARCHITECTURAL, MECHANICAL, STRUCTURAL, PLUMBING AND ALL APPROPRIATE DISCIPLINES. 5. THE CONTRACTOR SHALL REVIEW EQUIPMENT MANUFACTURER'S REQUIREMENTS AND PROVIDE FUSE SIZES AS INDICATED, RELAYS, CONNECTIONS OR OTHER RELATED WORK TO COMPLETE THE ELECTRICAL SYSTEM. 6. EXTERIOR ELECTRICAL EQUIPMENT SHALL BE NEMA 3R. KEYNOTES: GENERAL NOTES: # FLO/SSM FLO/SSM FLO/SSM FLO/SSM FLO/SSM FLO/SSM FLO/SSM 1111114B 2B2BSM 2B2B2B 2B DM 2B2BDM 2BDM 2B2BDM2B 2B2B2BDMDMDM 2B 2B2B2B2B2B DM DM2BSM2BDM 2B4BDM SM 4B 4B 2BSM2B 2B 2B2B TSC 2B 2B 2B OC OC OC OC OC OC OCOC OC OC OC SM SM OC OC OC 2B OC OC SMSM OCOC OC OC 2B 2BOC DM OC OC OC OC OC OC OC OC OC OC OC OC OC SM OC OC OC 4BOC OC OCDMOC 2B OC OC OC OCOC SMOC OC OC OC 2B OC2B OC 2BOC DMOC 2B 4BOC PC4BLS SWSW 1 2 3 4 6 7 8 9 10 11 12 13 A B C D E F G H AA J WOMEN'S LOCKERS 169 STORAGE 182 INTERVIEW CELL SAFETY CELL MECH EQUIP 171 ELEV EQUIP 172 ELEC. ROOM 174 PHYSICAL FITNESS 161 MEN'S 163 MEN'S LOCKERS 164 VEST 166 TRAFFIC SUPERVISOR 108 CORRIDOR MEN WOMEN SALLY PORT 181 ENTRY PROPERTY & EVIDENCE 159 EVIDENCE 157 NARCOTICS 158 DISPATCH CENTER 144 MASTER MPOE / MDF ROOM 143 COMM SUPERVISOR 145 CRIME ANALYST 141 WOMEN 148 MEN 149 BATTERY CHARGING/ SHOTGUN STORAGE 126 COFFEE 123 WATER FOUNTAIN 122 CELL DRY CLEANING 125 TRAFFIC 116 ELEV EQUIP 175 ELEV. #1 EL01 METER ROOM 173 VESTIBULE 167 VESTIBULE 162 VESTIBULE ROOM 199 RECORDS SUPERVISOR 110 EVIDENCE LOCKERS 194 STAIR #1 ST01 ELEV. #2 EL02 WOMEN'S 168 CST 151 OFFICE 154 PUBLIC COUNTER 104 WATCH COMMANDER 133 LOBBY 101 PRISONER INTAKE CELL CORRIDOR BRIEFING 121 TRAFFIC OFFICE 114 TRAFFIC OFFICE 115 PATROL SERGEANT 111 MEETING ROOM 112 RECORDS 109 LOUNGE 146 ELECT. 142 CORRIDOR 192 CORRIDOR 191 CORRIDOR 193 CORRIDOR 195 CORRIDOR 196 OFFICE 152 DRYING ROOM / CHEMICAL STORAGE 184 STORAGE 185 MEETING 106 CORRIDOR 103 CRIME LIVESCAN 107 PUBLIC INQUIRY 105 BAG TAG 156 WATCH COMM OFFICE 134 STAIR #2 ST02 INTERVIEW 160 WOMEN'S SHOWERS 170 MEN'S SHOWERS 165 F1 EL1A 5 F2/EPU1A -1 TRAFFIC OFFICE 113 HALLWAY 147 CORRIDOR 198 CST OFFICE 153 HOMLESS OUTREACH 155 CORRIDOR 197 IDF ROOM 1 132 ATRIUM / REPORT WRITING 131 F5/EL1A -2 F1 L1A 4 F1 EL1A 5 F1 EL1A 5 F1 L1A 4 F1 L1A 4 F1 EL1A 5 F1/EL1A -5 F1 L1A 4 F1 EL1A 5 F1 L1A 4 F1/EL1A -5 F1/EL1A -5 F1/EL1A -5 F1/L1A -4 F1/L1A -4 F1/EL1A -5 F1/EL1A -5 F2/L1A -1 F2/L1A -1 F1 EL1A 5 F1 EL1A 5 F1 EL1A 5 F1 EL1A 5 F1 EL1A 5 F1 EL1A 5 F1 EPU1A 1 F1 EL1A 5 F1 EL1A 4 F1 L1A 5 F1 EL1A 4 F1 L1A 5 F1 L1A 5 F1 EL1A 4 F1 L1A 5 F1 EL1A 4 F1 L1A 5 F1 L1A 5 F1 EL1A 4 F1/L1A -5 F1/EL1A -4 F1/EL1A -5 F1/L1A -4 F1/EL1A -5 F1/EL1A -5 F3/EL1A -20 F3/EL1A -20 F3/EL1A -20 F3/EL1A -20 F3/EL1A -20 F3/EL1A -20F3/EL1A -20 F3/EL1A -20 F3/EL1A -20 F3/EL1A -20 F3/EL1A -4 F3/EL1A -4 F3/EPU1A -1 F3/EL1A -4 F3/EL1A -20 F3/EL1A -20 F1 EL1A 4 F1 L1A 5 F1 EL1A 4 F1/L1A -5 F1/EL1A -4 F1 EPU1A 1 F1 EL1A 20 F1 EL1A 20 F1 EL1A 20 F1 EL1A 20 F1 EL1A 20 F1 EL1A 20 F1 EL1A 20 F1 EL1A 20 F12 EL1A 20 F12 EL1A 20 F1 EL1A 1 F1 EL1A 1 F1 L1A 2 F1 L1A 2 F1 EL1A 1 F1 EL1A 1 F5/EL1A -2 F6 EL1A 2 F6 L1A 3 F6 EL1A 2 F6 EL1A 2 F4 EL1A 4 F12E/EL1A -3 F1 EL1A 2 F1 EL1A 2 F1 L1A 3 F1 EL1A 2 F1 EPU1A 1 F1 L1A 3 F1 L1A 3 F1 L1A 3 F1 EL1A 2 F1 EL1A 2 F1 EL1A 2 F1/EL1A -1 F1/L1A -2 F1/EL1A -1 F1/L1A -2 F1/EL1A -1 F5 EL1A 2 F6 EPU1A 1 F6 EL1A 2 F6 L1A 3 F6 L1A 3 F6 L1A 3 F6 EL1A 2 F6 EPU1A 1 F6 EL1A 2 F4 EL1A 2a F4 EL1A 2a F2 L1A 3b F2 L1A 3b F2 L1A 3b F2 L1A 3b F4 L1A 3 F4 L1A 3 F4 EL1A 2 F6 L1A 3 F6 EPU1A 1 F6 EL1A 2 F6 EL1A 2 F4/EPU1A -1 F4/EPU1A -1 F12 L1A 3 F12 EL1A 2 F12 EL1A 2 F12 L1A 3 F12 EL1A 2 F2 L1A 1 F2/L1A -1 F2/EPU1A -1 F2 L1A 1 F2 EPU1A 1 F2 L1A 1 F2 EPU1A 1 F2 EPU1A 1 F2 EPU1A 1 F2 EPU1A 1 F12 L1A 3 F12 EL1A 2 F2 L1A 1 F2 EPU1A 1 F2 L1A 1 F2 L1A 1 F2 L1A 1 F2 EPU1A 1 F2 L1A 1 F2 L1A 1 F2 EPU1A 1 F2 EPU1A 1 F6 EL1A 1 F6 L1A 2 F6 EL1A 1 F6 EL1A 1 F6 L1A 2 F6 EL1A 1 F6 EL1A 1 F6 L1A 2 F6 EL1A 1 F12E EL1A 1 F12E EL1A 1 F12E EL1A 1 F12 L1A 2 F12 L1A 2 F12 L1A 2 F12E EL1A 1 F12E EL1A 1 F12 L1A 2 F12 L1A 2 F12 L1A 2 F12E EL1A 1 F12E EL1A 1 F12E EL1A 1 F12E EL1A 1 F12E EL1A 1 F12E/EL1A -1 F12E/EL1A -1 F1/EL1A -5 F1/EPU1A -1 F1/EL1A -5 F2/EPU1A -1 F2/L1A -1 F2/EPU1A -1 F2 L1A 1 F2 L1A 1 F2 L1A 1 F2 EPU1A 1 F2 L1A 1 F8/EL1A -3/a F8/EL1A -3/a F8/EL1A -3/a F8/EL1A -3/a F8/EL1A -3/b F8/EPU1A -1/b F8/EL1A -3/b F8/EL1A -3/b F8/EL1A -3/b F8/EL1A -3/b F8/EL1A -3/b F8/EL1A -3/b F8/EL1A -3/a F8/EL1A -3/a F8/EL1A -3/a F8/EPU1A -1/a F1 EL1A 5 F1 L1A 4 F1 EL1A 5 F1 L1A 4 F1 EL1A 5F1/EL1A -5 F1/EL1A -5 F1 EL1A 5 F1 EL1A 5 F1 EL1A 5 F1 L1A 4 F1 EL1A 5 F1 EL1A 5 F1 L1A 4 F1 L1A 4 F1 EL1A 5 F1 L1A 4 F1 L1A 4 F1 L1A 4 F1 EL1A 5 F1 EL1A 5 F1 EL1A 5 F8 EPU1A 1 F8 L1A 1 F8 EPU1A 1 F8 L1A 1 F8 EPU1A 1 F8 L1A 1 F8 EPU1A 1 F8 L1A 1 F8 L1A 1 F8 L1A 1 F8 L1A 1 F8 EPU1A 1 F8 L1A 1 F8 EPU1A 1 F8 L1A 1 F8 EPU1A 1 F8 L1A 1 F8 EPU1A 1 F12 L1A 5 F1 EL1A 4 F1 L1A 5 F1 EL1A 4 F1 L1A 5 F1 EPU1A 1 F1 L1A 5 F1 EL1A 4 F1 L1A 5 F1 EL1A 4 F1 L1A 5 F1 EL1A 4 F1 L1A 5 F1 EL1A 4 F1 L1A 5 F1 EL1A 4 F1 L1A 5 F12E EL1A 1 F9 L1A 5 F9 EPU1A 1 CUST CLOSET 1 F5 EL1A 2 F6 EL1A 2 F2 EPU1A 1 F2 EPU1A 1 F2 L1A 1 F2/L1A -1 F2/L1A -1 F2/EPU1A -1 F1/EL1A -3 F1/EL1A -3 F1/EL1A -3 F6 EL1A 2 F2/L1A -1 5 INTERVIEW ROOM 183 F12 EL1A 4 F4/EL1A -5 F4/EL1A -5 F1/EL1A -5 F1 EL1A 20 F1 EL1A 20 F12E/EL1A -1F12E/EL1A -1F12E EL1A 1 F12E EL1A 1 F1 EL1A 4 F6 L1A 3 F6 L1A 3 F6 L1A 3 F14 L1A 4 F12E EL1A 3 F1/EL1A -3 F16 L1A 5 F16 L1A 5 F16A EPU1A 1 F16 L1A 5 F16 L1A 5 X1 EPU1A 1 X1 EPU1A 1 X1 EPU1A 1 X1 EPU1A 1 K K/ab K K F8 L1A 1 F8 EPU1A 1 TYP. 2 TYP. F18 F18 3 4 E300 2 31 F2 EPU1A 1 EPU1A 1 EPU1A 1 X1 EPU1A 1 X1 EPU1A 1 X1 EPU1A 1 X1 EPU1A 1 X1 EPU1A 1 X2 EPU1A 1 F15 EPU1B 1 F15 EPU1B 1 F14 L1A 1x F14 L1A 1x F14 L1A 1x F14 L1A 1x xy axy axy axy E300 4 XY Daylight Zone F15 EPU1B 1 F16A EPU1A 1 PNL-"EP1D" 3 3 F20/EL1A -3 F20/EL1A -3 F20/EL1A -3 F20/EL1A -3 F20/EL1A -3 F20/EL1A -3F20/EL1A -3F20/EL1A -3 MATTH E W M. S A MAREREREENIGN E L ANOISSEORPD F IAN OF CA L I F O RST A TE E LACIRTCLETSIGERNo. 21648 Exp 9/30/20 CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MS 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION PROJECT MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: 1/8" = 1'-0" E207 LEVEL 01 -LIGHTING RENOVATION PLAN CARLSBAD SAFTEY CENTER IMEG CF 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 NOR HT 1/8" = 1'-0" LEVEL 01 - LIGHTING RENOVATION PLAN1 10920 VIA FRONTERA SUITE 200 SAN DIEGO, CA 92127 858.271.9808 FAX: 858.271.9932 www.imegcorp.com # 19004147.00 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP. REFERENCE SCALE IN INCHES 0 1 2 3 1. USE EXISTING LIGHT CIRCUIT SERVING LIGHTS AT THIS LOCATION, EXTEND EXISTING CIRCUIT TO NEW LIGHT FIXTURE OR REWIRE TO TO NEW FIXTURE AS NEEDED. TYPICAL. 2. NEW LOW VOLTAGE SWITCH, PROVIDE CONTROL WIRING TO CONTROLLED LIGHT FIXTURE AS REQUIRED. TYPICAL. 3. PROVIDE GRAPHIC WALLPOD (NLIGHT #nPOD GFX) TO CONTROL ALL LIGHTS IN LOBBY 101, ENTRY VESTIBULE 102 AND EXTERIOR CANOPY. 4. PROVIDE PHOTOCELL ON ROOF TO CONTROL CANOPY LIGHTING. 1. WALL MOUNTED OCCUPANCY SWITCHES SHALL BE MANUAL ON, AUTOMATIC OFF. 2. ALL MOTION SENSORS SHALL BE PROGRAMMED PER CALIFORNIA TITLE 24, SECTION 130.. 3. ALL EQUIPMENT, CIRCUIT NUMBERS AND EXISTING CONDUIT HOMERUNS SHOWN ON THESE DRAWINGS WERE TAKEN FROM EXISTING RECORD DRAWINGS. IT IS THIS CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATIONS OF HOMERUNS, AND ADJUST CIRCUIT NUMBERS ACCORDING TO EXISTING CONDITIONS IF REQUIRED. 4. ELECTRICAL DRAWINGS ARE DIAGRAMMATIC ONLY. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATION OF ALL LIGHT FIXTURES. CONTRACTOR SHALL VERIFY CEILING TYPE WITH ARCHITECTURAL CEILING PLANS PRIOR TO PURCHASING OR FIXTURE ROUGH-IN. 5. SHADING INDICATES EMERGENCY FIXTURE. 6. THE CONTRACTOR SHALL PROVIDE CIRCUIT WIRING, RELAYS AND CONTROLS AS REQUIRED FOR A COMPLETE AND OPERATIONAL SYSTEM. 7. NEW LIGHTING FIXTURES AND WIRING DEICES MAY DIFFER IN PHYSICAL SIZE THAN THE EXISTING, CONTRACTOR TO EITHER CUT OR PATCH EXISTING CEILING OR WALL TO ACCOMMODATE NEW FIXTURE OR DEVICE. KEYNOTES: GENERAL NOTES: # FD FD FD 2B 2B 2BDM DM2BDM 2B2B 2B2B 2B2B2B2B2B2B DM SMDM DM DM2B2B4B2B2B 1B 1B 2B 2B2B 2BDM 2BSM2B 2B 2BSM 4B4B 2BDM2BDMDMDM2B 2B SM SM 2B2B 2B 4B2B2B2B2B2B2B2B2B2B 4B4B4B 4B 4B4B2B 2BOC OC OCOC OC OC OC OC OC OC OC OC OCOC OCOCOCOCOCOCOC OC OC OC OC OC OC SMOC OC OC OC OC OC OC OC OC OCOCOC OC OC OC OCOCOC2B2BOC OC 2B OC OC OC OC OC OC OC OCOC SM SM OC OC LS LS LS LSLS 2BSMSM2B2B OC SM SM SM SM SM OC 2BLS 1 2 3 4 6 7 8 9 10 11 12 13 A B C D E F G H AA TRAINING COORDINATOR'S OFFICE 252 TECH SERVICE CAPTAIN 255 LIEUT. 256 FIELD SERVICE CAPT. 257 ADMIN ASSIST. 258 SECRETARY 291 POLICE CHIEF 289 CONFERENCE 288 FIRE CHIEF 283 FIRE DIV. CHEIF 281 FIRE ANALYST 277 EMS MGR 276 EMPTY 275 CRIME OF VIOLENCE 210 OFFICE 209 MAILROOM 214 INTERVIEW 213 INTERVIEW 212 JUVENILE SERVICES SERGEANT 211 EOC DIRECTOR 271 SGT. OFFICE 204 ELEC. ROOM 207 VICE / NARCOTICS 202 MECHANICAL EQUIP. 221 IN-PROCESS EVID./STOR. 223 JANITOR 233 MEN 232 WORKROOM / IDF ROOM 237 WOMEN 235 WOMEN 285 SECRETARY 282 CLOSET 290 COFFEE 286 STOR. 287 CLOSET 284 FIRE ADMIN 280 CLERICAL 278 STORAGE 274 STORAGE 279 FIRE TRAINING OFFICER 272 WORK REPRO 294 MEN 292 CSI 225 HALLWAY 273 CORRIDOR 215 VEST. 268 CORRIDOR 264 SGT. OFFICE 205 OFFICE 254 CLEAN OFFICE 251 IT OFFICE 238 IT MEETING 239 CORRIDOR 262 ADMIN CSO 241 ALS ROOM 224 CORRIDOR 293 LOUNGE 244 OFFICE 253 CLERICAL POOL 261 OFFICE 208 ROOF TERRACE 245 STORAGE 242 JANITOR 243 INVESTIGATIVE SERVICES 201OFFICE 206 STAIR #2 ST02 ELEV. #2 EL02 INTERVIEW 203 IDF ROOM 2 259 OFFICE 260 ELEV. #1 EL01 INVESTIGATIVE SERVICES 201 CORRIDOR 265 JANITOR OFFICE 222 VEST. 231 ELEC. ROOM 207 F1/EL2A -2 F1/L2A -3 F1/L2A -3 F1/EL2A -2 F1 EL2A 1 F1/EL2A -1 F1 L2A 2 F1/EPU2 -1 F1 EL2A 1 F1/L2A -2 F1 L2A 2 F1 EL2A 1 F1 EL2A 1 F1 L2A 4 F1 L2A 4 F1 EL2A 1 F1 EL2A 1 F1 L2A 4 F1 L2A 4 F1 EL2A 1 F1 L2A 4 F1 EL2A 1 F1/L2A -4 F1/EL2A -1 F1 EL2A 1 F1/EL2A -1 F1/L2A -2 F1/L2A -2 F1 EL2A 1 F1/EPU2 -1 F1 EL2A 1 F1/EL2A -1 F1/L2A -2 F1/EL2A -1 F1/L2A -2 F1/EL2A -1 F1 EL2A 1 F1 L2A 2 F1 EL2A 1 F1 L2A 2 F1 EL2A 1 F1 EL2A 1 F1 L2A 2 F1 EL2A 1 F1 EL2A 1 F1 L2A 2 F1 EL2A 1 F1/EL2A -1 F1/L2A -2 F1 EL2A 1 F1 L2A 2 F1/EL2A -1 F1/L2A -1 F1/L2A -1 F1/EL2A -1 F1 L2A 3 F1/EL2A -2 F1 L2A 3 F1/EL2A -2 F1 EL2A 2b F1 EPU2 1b F1 EL2A 2b F1 L2A 3b F1 EL2A 2b F1 L2A 3b F1 EL2A 2 F1 L2A 3 F1 L2A 3 F1 L2A 3 F1 EL2A 2F1/L2A -3 F1/EL2A -2 F1 EL2A 2 F1 EL2A 2 F1 EL2A 2 F1 EL2A 2 F1/L2A -3 F1/L2A -3 F1 EL2A 2 F1 L2A 11a F1 L2A 11a F1 L2A 11aF1 L2A 11a F1 L2A 6 F1 EL2A 3 F1 L2A 6 F1/EL2A -3 F1 EL2A 1 F1 L2A 4 F1 EL2A 1 F1 EL2A 1 F1 L2A 4 F1 EL2A 1 F1 L2A 4 F1 L2A 4 F1/EL2A -3 F1 L2A 4 F1/EL2A -3 F1/EL2A -3 F1 L2A 4 F1 L2A 4 F1/EL2A -3 F1 L2A 4 F1/EL2A -3 F1 L2A 4 F1/EL2A -3 F1 L2A 4 F1 EL2A 3 F2 EPU2 1 F8 EL2A 1a F8 EPU2 1a F1 L2A 6b F1 EL2A 5b F1 L2A 6b F1 EL2A 5b F1 EPU2 1b F1 EL2A 5b F1 L2A 6b F1 EPU2 1b F1 L2A 6b F1 EL2A 5b F1 EPU2 1b F1 EL2A 5b F1 L2A 6b F1 L2A 6b F1 EL2A 5b F4/EPU2 -1 F2 L2A 1 F2 EPU2 1 F2 L2A 1 F2 EPU2 1 F2 EL2A 1 F2 EPU2 1 F2/L2A -1 F2 L2A 1 F2 EPU2 1 F4/EPU2 -1 F2 EPU2 1 F2 L2A 1 F2 L2A 1 F2 EPU2 1 F2 EPU2 1 F4/EL2A -3 F4/EL2A -3 F1 EL2A 3 F1 EL2A 2 F1 EPU2 1a F1 L2A 3b F1 L2A 3b F1 EL2A 2b F1 L2A 3b F1 EL2A 2b F1 L2A 3b F1 EPU2 1b F1 EL2A 2b F1 EL2A 2b F1 L2A 3b F1 L2A 3a F1 EL2A 2a F1 L2A 3a F1 L2A 3a F1 EL2A 2b F1 EL2A 2b F1 EPU2 1b F1 EL2A 2b F1 EL2A 2b F1 EL2A 2b F1 EL2A 2b F1 EL2A 2a F2 EPU2 1 F2 L2A 1 F1 EL2A 2 F1 L2A 3 F1/L2A -3 F1 EL2A 2 F1 L2A 3a F1 EL2A 2b F1 L2A 3a F1 EL2A 2b F1 L2A 3b F1 EL2A 2a F1 L2A 3 F1/EL2A -2 F1/EL2A -2 F1/L2A -3 F1 EL2A 4 F1 L2A 3 F1 EL2A 4 F1 L2A 3 F1 EL2A 4 F1 L2A 3 F1 EL2A 4 F1 L2A 3 F1 EPU2 1d F1 L2A 3d F1 EL2A 4c F1 EL2A 4c F1 EL2A 4c F1/EL2A -4/c F1/EL2A -4/c F1 EL2A 4c F1/EL2A -4/c F1 EPU2 1c F1 EL2A 4b F1 EL2A 4b F1 L2A 5b F1 L2A 5b F1 EL2A 4b F1 EL2A 4b F1 L2A 5b F1 L2A 5 F1 EL2A 4 F1/EL2A -4 F1 L2A 5 F1 L2A 3d F1 EL2A 4 F1 L2A 5 F1 EL2A 4 F1 L2A 5 F1 L2A 5 F1 EL2A 4 F1 EL2A 4 F1 L2A 5 F1 EL2A 4 F1 L2A 5 F1 L2A 5 F1 EL2A 4 F1 EL2A 3 F1 L2A 6 F1 EL2A 3 F1 L2A 6 F4 L2A 6 F4 EPU2 1 F4 L2A 6 F4 EPU2 1 F10 EL2A 3 F10 EL2A 3 F10 EL2A 3 F10 EL2A 3 F10 EL2A 3 F10 EL2A 3 F10 EL2A 3 F10 EL2A 3 F10 EL2A 3 F10 EL2A 3 F10 EL2A 3 F10 EL2A 3 F10 EL2A 3 F10 EL2A 3 F10 EL2A 3 F10 EL2A 3 F10 EL2A 3 F10 EL2A 3 F10 EL2A 3 F10 EL2A 3 F10 EL2A 3 F10 EL2A 3 F10 EL2A 3 F10 EL2A 3 F10 EL2A 3 F10 EL2A 3 F10/EL2A -3F10/EL2A -3 F10 EL2A 3 F10 EL2A 3 F10 EL2A 3 F10 EL2A 3 F10 EL2A 3 F10 EL2A 3 F10 EL2A 3 F10 EL2A 3 F10/EL2A -3F10/EL2A -3 F9 EL2A 4a F9 L2A 5a F2 L2A 1 F2 EPU2 1 F8 L2A 1 F8E EPU2 1 F8 L2A 1 F8 L2A 1 F8E EPU2 1 F8 L2A 1 F8E EPU2 1 F9 L2A 11a F9 L2A 11a F9 L2A 11a F9 L2A 11a F9 L2A 11a F2 L2A 1 F2 L2A 1 F2 EPU2 1 F2 L2A 1 F2 EPU2 1 F2 L2A 1 F2 EPU2 1 F2 EPU2 1 F2 L2A 1 F2 L2A 1 F2 L2A 1 F2 EPU2 1 F2 L2A 1 F2 L2A 1 F2 L2A 1 F2 L2A 1 5 RES. ASSIST. 240 HALLWAY 273 F4 EL2A 1 F4 L2A 2 F4 EL2A 1 F4 EL2A 1 F4 L2A 2 F4 EL2A 1 F12 L2A 4 F1 L2A 4 a a F1 EL2A 4b F1 L2A 5b F1 EL2A 4 F1 EL2A 1 F1 L2A 2 F1 EL2A 1 Daylight Zone Daylight Zone ab ab F1 L2A 3 F1 L2A 3 LOUNGE 244 F1 EL2A 1 F1 EL2A 1 F9 L2A 11a F9 L2A 11a F9 L2A 11b F9 L2A 11b F9 L2A 11b F2 EPU1A 1 F2 EPU2 1 ab ab ab abab ab ab F1 L2A 3d ab ab cd c d K K b ab a (E) (E) (E) X1 EPU2 1 X1 EPU2 1 X1 EPU2 1 X1 EPU2 1X1 EPU2 1 X1 EPU2 1 X1 EPU2 1 X1 EPU2 1 X1 EPU2 1 X1 EPU2 1 ab ab ab F10 L2A 11b F10 L2A 11b F10 L2A 11bF10 L2A 11b F10 L2A 11b F12 L2A 6 F12 L2A 6 F12 L2A 6 F2 EPU2 1 F2 EPU2 1 F2 EPU2 1 (E) F11 L2A 9y F11 L2A 9y F11 L2A 9y X1 EPU2 1 Daylight Zone Daylight Zone Daylight Zone F8 EL2A 3a F8 EL2A 3a F8 EL2A 3a F8 EL2A 3a F8 EL2A 3a F8 EL2A 3a F8 EL2A 3a F8 EL2A 1a F8 EL2A 1a F8 EPU2 1a MATTH E W M. S A MAREREREENIGN E L ANOISSEORPD F IAN OF CA L I F O RST A TE E LACIRTCLETSIGERNo. 21648 Exp 9/30/20 CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MS 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION PROJECT MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: 1/8" = 1'-0" E208 LEVEL 02 -LIGHTING RENOVATION PLAN CARLSBAD SAFTEY CENTER IMEG CF 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 NOR HT 1/8" = 1'-0" LEVEL 02 - LIGHTING RENOVATION PLAN1 10920 VIA FRONTERA SUITE 200 SAN DIEGO, CA 92127 858.271.9808 FAX: 858.271.9932 www.imegcorp.com # 19004147.00 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP. REFERENCE SCALE IN INCHES 0 1 2 3 1. USE EXISTING LIGHT CIRCUIT SERVING LIGHTS AT THIS LOCATION, EXTEND EXISTING CIRCUIT TO NEW LIGHT FIXTURE OR REWIRE TO NEW FIXTURE AS NEEDED. 2. NEW LOW VOLTAGE SWITCH, PROVIDE CONTROL WIRING TO CONTROLLED LIGHT FIXTURE AS REQUIRED. 1. WALL MOUNTED OCCUPANCY SWITCHES SHALL BE MANUAL ON, AUTOMATIC OFF. 2. ALL MOTION SENSORS SHALL BE PROGRAMMED PER CALIFORNIA TITLE 24, SECTION 130.. 3. ALL EQUIPMENT, CIRCUIT NUMBERS AND EXISTING CONDUIT HOMERUNS SHOWN ON THESE DRAWINGS WERE TAKEN FROM EXISTING RECORD DRAWINGS. IT IS THIS CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATIONS OF HOMERUNS, AND ADJUST CIRCUIT NUMBERS ACCORDING TO EXISTING CONDITIONS IF REQUIRED. 4. ELECTRICAL DRAWINGS ARE DIAGRAMMATIC ONLY. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATION OF ALL LIGHT FIXTURES. CONTRACTOR SHALL VERIFY CEILING TYPE WITH ARCHITECTURAL CEILING PLANS PRIOR TO PURCHASING OR FIXTURE ROUGH-IN. 5. SHADING INDICATES EMERGENCY FIXTURE. 6. THE CONTRACTOR SHALL PROVIDE CIRCUIT WIRING, RELAYS AND CONTROLS AS REQUIRED FOR A COMPLETE AND OPERATIONAL SYSTEM. 7. NEW LIGHTING FIXTURES AND WIRING DEICES MAY DIFFER IN PHYSICAL SIZE THAN THE EXISTING, CONTRACTOR TO EITHER CUT OR PATCH EXISTING CEILING OR WALL TO ACCOMMODATE NEW FIXTURE OR DEVICE. KEYNOTES: GENERAL NOTES: # LEVEL 01 0" LEVEL 02 13'-6" ROOF PLAN 27'-0" G F19 EL1A 20 F19 EL1A 20 F19 EL1A 20 F19 EL1A 20 F19 EL1A 20 F19 EL1A 20 F19 EL1A 20 LOBBY 101 F19 EL1A 20 LEVEL 01 0" LEVEL 02 13'-6" ROOF PLAN 27'-0" G F19 EL1A 20F19 EL1A 20 F19 EL1A 20 F19 EL1A 20 F19 EL1A 20 F19 EL1A 20 LOBBY 101 LEVEL 01 0" LEVEL 02 13'-6" ROOF PLAN 27'-0" 9 10 F19 EL1A 20 F19 EL1A 20 F19 EL1A 20 F19 EL1A 20 F19 EL1A 20 F19 EL1A 20 F19 EL1A 20 F19 EL1A 20 LOBBY 101 8 9 G H ENTRY VESTIBULE 102 F13 EPU1A 1 F13 EPU1A 1 F13 EL1A 4 F13 EPU1A 1 F13 EL1A 4 F13 EL1A 4 F13 EL1A 4 F13 EL1A 4 F13 EL1A 4 F13 EPU1A 1 F13 EPU1A 1 F13 EPU1A 1 F13 EPU1A 1 F13 EPU1A 1 F13 EPU1A 1 F13 EPU1A 1 F13 EPU1A 1 F13 EPU1A 1 F13 EPU1A 1 F13 EPU1A 1 F13 EPU1A 1 F13 EPU1A 1 F13 EPU1A 1 F13 EPU1A 1 F13 EPU1A 1 F13 EPU1A 1 F13 EPU1A 1 F13 EPU1A 1 F13 EPU1A 1 F13 EPU1A 1 F13 EPU1A 1 F13 EPU1A 1 F13 EPU1A 1 F13 EPU1A 1 F13 EPU1A 1 F13 EPU1A 1 F13 EPU1A 1 F13 EPU1A 1 F13 EPU1A 1 F13 EPU1A 1 F13 EPU1A 1 F13 EPU1A 1 F13 EPU1A 1 F13 EPU1A 1 X1 EPU1A 1 F21 EL1A 4 MATTH E W M. S A MAREREREENIGN E L ANOISSEORPD F IAN OF CA L I F O RST A TE E LACIRTCLETSIGERNo. 21648 Exp 9/30/20 CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MS 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION PROJECT MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: As indicated E300 LIGHTING ELEVATIONS AND ENLARGED PLAN CARLSBAD SAFTEY CENTER IMEG CF 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 10920 VIA FRONTERA SUITE 200 SAN DIEGO, CA 92127 858.271.9808 FAX: 858.271.9932 www.imegcorp.com # 19004147.00 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP. REFERENCE SCALE IN INCHES 0 1 2 3 1/4" = 1'-0"3 LOBBY ELEVATION SOUTH - LIGHTING 1/4" = 1'-0"1 LOBBY ELEVATION NORTH - LIGHTING 1/4" = 1'-0"2 LOBBY ELEVATION WEST - LIGHTING 3/8" = 1'-0"4 LEVEL 01 - LIGHTING ENTRY VESTIBLE TT234 SB-"MSDA" (R)"ATS1"PNL-"L1A" CLOCK M. CLOCK DP-"EPU1A"DP-"EPU1B"DP-"EDBA"DP-"DBA" TR-"TDBA" PNL-"P1B"PNL-"EP1A" TR-"ET1A" PNL-"EL1A" CONTACTOR ELEV EQUIP 172 ELEC. ROOM 174 METER ROOM 173 CORRIDOR 191 1 3 4004 4 2 2 2 5 2 3 4 ELEV EQUIP 172 ELEC. ROOM 174 METER ROOM 173 CORRIDOR 191 PNL-"L1A"(N)"ATS1" SB-"MSDA" PNL-"EL1A" TR-"ET1A" PNL-"EP1A"PNL-"P1B" TR-"TDBA" DP-"DBA"DP-"EDBA"DP-"EPU1B" M. CLOCK DP-"EPU1A" CLOCK CONTACTOR 4 3 4004 4004 4004 4 4 2 1 MATTH E W M. S A MAREREREENIGN E L ANOISSEORPD F IAN OF CA L I F O RST A TE E LACIRTCLETSIGERNo. 21648 Exp 9/30/20 CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MS 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION PROJECT MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: 1/2" = 1'-0" E400 ENLARGED MAIN ELECTRICAL ROOM CARLSBAD SAFTEY CENTER IMEG CF 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 NOR HT 1/2" = 1'-0" ENLARGED MAIN ELECTRICAL RM -DEMOLITION PLAN1 NOR HT 1/2" = 1'-0" ENLARGED MAIN ELECTRICAL ROOM -RENOVATION PLAN2 1. LAYOUT TEMPORARY FEEDERS READY FOR SWITCH-OVER. 2. DISCONNECT AND REMOVE EXISTING FEEDER, CONDUIT TO REMAIN. 3. REMOVE EXISTING AUTOMATIC TRANSFER SWITCH "ATS1". 4. TO EXISTING DISTRIBUTION BOARD "EDBB". 5. REMOVE EXISTING CONTROL WIRES TO GENERATOR CONTROLLER, CONDUIT TO REMAIN. KEYNOTES: 1. PROVIDE NEW 300KW STANDBY GENERATOR. 2. LAYOUT TEMPORARY FEEDER CABLES READY FOR SWITCH-OVER. 3. INSTALL NEW UG FEEDER AND HANDHOLE "PB1". INTERCEPT EXISTING "ATS2" FEEDER FROM "EDBB". 4. DISCONNECT EXISTING UPSTREAM AND DOWNSTREAM "ATS1" FEEDERS AT "MSDA" AND "EDBA" RESPECTIVELY. 5. CONNECT TEMPORARY UPSTREAM AND DOWNTREAM FEEDERS AT "MSDA" AND "EDBA" RESPECTIVELY. 6. DEMOLISH EXISTING 300KW GENERATOR AND DOWNSTREAM FEEDERS AND EQUIPMENT. 7. NEW WORK - INSTALL THE FOLLOWING NEW EQUIPMENT IN NEW LOCATIONS: a. INSTALL NEW AUTOMATIC TRANSFER SWITCH "ATS1". b. INSTALL NEW HANDHOLE "HH1". c. INSTALL NEW UG CONDUIT FROM "HH1" TO NEW GENERATOR. d. PULL-IN NEW FEEDERS READY TO SWITCH-OVER. 8. DISCONNECT TEMPORARY UPSTREAM AND DOWNSTREAM FEEDERS AT "MSDA" AND "EDBA" RESPECTIVELY. 9. CONNECT NEW UPSTREAM AND DOWNTREAM "ATS1" FEEDERS AT "MSDA" AND "EDBA" RESPECTIVELY. 10. REMOVE REMAINING EQUIPMENT SCHEDULED FOR DEMOLITION. PHASING SEQUENCE: 1. TO NEW STANDBY GENERATOR VIA NEW HANDHOLE "HH1". 2. PROVIDE BELDEN CONTROL CABLE IN EXISTING CONDUIT TO GENERATOR CONTROLLER VIA HANDHOLE "HH1" PER GENERATOR MANUFACTURER'S RECOMMENDATION. 3. PROVIDE NEW AUTOMATIC TRANSFER SWITCH "ATS1" IN THE SAME LOCATION. 4. NEW FEEDER IN EXISTING UG CONDUIT. KEYNOTES: 10920 VIA FRONTERA SUITE 200 SAN DIEGO, CA 92127 858.271.9808 FAX: 858.271.9932 www.imegcorp.com # 19004147.00 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP. REFERENCE SCALE IN INCHES 0 1 2 3 ## PC JJ J F16B F16B F16B F16B F16B F16B F16B F16B F16B F16B F16B F16B F16B 2 1 1 3 302N 5 WW 34 "PNL P" 6 P - 17 P - 2 1 1 2 502A 502A 502 3 1"CO 1"CO EV - 2,4,6,8 EV - 1,3,5,7 EV - 9,11 MATTH E W M. S A MAREREREENIGN E L ANOISSEORPD F IAN OF CA L I F O RST A TE E LACIRTCLETSIGERNo. 21648 Exp 9/30/20 CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MS 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION PROJECT MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: 1/4" = 1'-0" E401 ENLARGED ELECTRICRAL PLANS CARLSBAD SAFTEY CENTER IMEG CF 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 10920 VIA FRONTERA SUITE 200 SAN DIEGO, CA 92127 858.271.9808 FAX: 858.271.9932 www.imegcorp.com # 19004147.00 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP. REFERENCE SCALE IN INCHES 0 1 2 3 NOR HT 1/4" = 1'-0" LEVEL 01 - ELECTRICAL OUTDOOOR LOCKERS1 NOR HT 1/4" = 1'-0" LEVEL 01 - ELECTRICAL RENOVATION PARKING2 # 1. NEW LOCATION OF EXISTING RECEPTACLE OUTLET. RECONNECT TO ITS EXISTING CIRCUIT ON LOAD CENTER "P". 2. RELOCATED LOAD CENTER, MOUNTED ON NEW WALL. 3. DEMOLISH EXISTING LIGHT POLE, PATCH AND REPAIR SURFACE. 4. PROVIDE PRECAST HANDHOLE WITH TRAFFIC RATED COVER. INTERCEPT EXISTING LOAD CENTER FEEDER AND EXTEND TO NEW LOCATION OF LOAD CENTER AS SHOWN. 5. ROUTE CIRCUIT UNDERSIDE THE CANOPY. 6. PROVIDE PHOTOCELL ON ROOF OF CANOPY. 7. HOMERUN TO EXISTING SPARE CIRCUIT VIA PHOTOCELL. KEYNOTES: # 1. PROVIDE J-BOX FOR POWER CONNECTION TO DUAL PORT LEVEL 2 VEHICLE CHARGING STATION, LEVITON EVR- GREEN 4000. 2. PROVIDE J-BOX FOR POWER CONNECTION TO SINGLE PORT LEVEL 2 VEHICLE CHARGING STATION, LEVITON EVR-GREEN 4000. 3. PROVIDE 1"CO TO MDF ROOM FOR FUTURE DATA CABLE. KEYNOTES: 1. ALL EQUIPMENT SHOWN ARE NEW UNLESS OTHERWISE NOTED. 2. CONTRACTOR TO FIELD VERIFY EXISTING UNDERGROUND UTILITIES PRIOR TO EXCAVATION. 3. ALL BELOW GRADE CIRCUIT SHALL BE MINIMUM OF #10 AWG IN 1"C. 4. REFER TO SHEET E001 FOR FEEDER SCHEDULE. GENERAL NOTES: 1. ALL EQUIPMENT SHOWN ARE NEW UNLESS OTHERWISE NOTED. 2. CONTRACTOR TO FIELD VERIFY EXISTING UNDERGROUND UTILITIES PRIOR TO EXCAVATION. 3. ALL BELOW GRADE CIRCUIT SHALL BE MINIMUM OF #10 AWG IN 1"C. 4. REFER TO SHEET E001 FOR FEEDER SCHEDULE. 5. INSTALL EV CHARGER PER MAUFACTURERS RECOMMENDATIONS. GENERAL NOTES: 1. MAINTAIN A MINIMUM CLEARANCE OF 12" [308mm] ON ALL SIDES OF ROOF PENETRATION FROM WALLS, CURBS, AND OTHER PROJECTIONS TO FACILITATE PROPER FLASHING. 2. FLANGES OF ADJACENT FLASHINGS SHALL NOT BE CUT OR OVERLAPPED. 3. VERIFY ROOF & STRUCTURAL SYSTEM WITH ARCHITECT. 4. COORDINATE FLASHING INSTALLATION WITH ROOFING CONTRACTOR TO ENSURE PROPER METHODS & MATERIALS ARE USED TO MAINTAIN ROOF WARRANTY. PREFABRICATED RUBBER BOOT CAP WITH GRADUATED STEPS & WEATHER-PROOF PRESSURE SEAL TO COLLAR SEALANT AT PENETRATION TO MEMBRANE JUNCTURE BY ROOFING CONTRACTOR MULTIPLE MEMBRANE STRIPPING PLIES FEATHERED AT FIELD OF ROOF BY ROOFING CONTRACTOR. PRIME FLANGE BEFORE STRIPPING. PREFABRICATED FORMED 0.06" THICK ALUMINUM FLASHING ROUND COLLAR WITH MIN. 3" WIDE FLANGE. ATTACH TO ROOF PER MANUFACTURER'S INSTRUCTIONS CONDUIT CLAMP. SIZE AS REQUIRED BATT INSULATION ROOF MEMBRANE WATER CUT-OFF MASTIC COMPATIBLE WITH ROOF MEMBRANE STAINLESS CLAMP, TYP. 3/8" MIN GALVANIZED THREADED ROD, TYP. SEAL-OFF FITTING, TYP. ROOF STEEL EXPANSION ANCHOR INTEGRAL GALVANIZED LIPPED STEEL MOUNTING CHANNEL CONDUIT, TYP. CONDUIT CLAMP. SIZE AS REQUIRED LOCKING SQUARE WASHER & LOCKNUT SINGLE CONDUIT, CABLE OR PIPE MULTIPLE CONDUIT, CABLE OR PIPE CONDUIT PENETRATION THRU FIRE/SMOKE STUD WALL NTSNTS CONDUIT PENETRATION THRU ACOUSTIC STUD WALL ROOF PENETRATION DETAIL NTS CONDUIT PENET. THRU 2 HR CONC. FLR/WALL NTS FLOOR SLAB PENETRATION DETAIL NTS TYPICAL CONDUIT DUCT BANK DETAIL NTS FRONT VIEW KEY NOTES: 1 HR OR 2 HR SECTION A-A NOTES: NOTES: NOTES NOTES: SECTION A-AFRONT VIEW KEY NOTES: 3 1A 1B 2 3 2 1 2 3 4 1 4 3 2 3 2 1 2 3 32 5 1 64 U.L. SYSTEM NO. WL 1001 A A 4" DIA. OR SMALLER EMT OR ELECTRICAL CONDUIT MAX. DIA. OF OPENING IS 13 1/2" ANNULAR SPACE OF MIN. 1/4" DIA. BEAD IS REQUIRED. NO CUTTING OF WALL REINFORCEMENT IS ALLOWED. 1 OR 2-HR. FIRE RATED GYPSUM WALL ASSEMBLY MIN. 1/4" TO 1/2" DIA. ANNULAR SPACE W/FIRE STOP SEALANT (CAULK) APPLIED TO PERIMETER OF CONDUIT AT ITS EGRESS FROM WALL WALL CONSTRUCTION: A. STEEL STUDS B. 5/8" X GYPSUM BOARD CONDUIT SIZE PER DRAWINGS. FIRE STOP SYSTEM - ONE HOUR CAULK. APPLY TO INTERFACE WITH WALL SURFACE CONTRACTOR TO SUBMIT THE SHOP DRAWINGS OF FINAL CONDUIT ROUTING OF THE FIRE ALARM SYSTEM. ALSO, CONTRACTOR TO VERIFY FIRE-RATED WALLS AND IDENTIFY FIRE/SMOKE WALL CONDUIT PENETRATIONS. 1/8" CLEAR TYP. (CONDUIT OR PIPE SHALL NOT CONTACT WALL) ACOUSTICAL SEALANT CLOSED CELL POLYURETHANE FOAM OR FIRE RATED 1/2" CLEAR (TYP.) SIMILAR FOR SINGLE STUD PARTITION STUD PARTITION SIMILAR FOR DOUBLE SILICONE FOAM METALLIC FLEX - EMT ONLY PENETRATIONS OF ACOUSTICAL PARTITIONS BY CONDUIT, CABLE, PIPES ETC. SHALL BE ACOUSTICALLY SEALED AS SHOWN. ANY GAP LARGER THAN 1/2" SHALL BE COVERED WITH GYPSUM BOARD, LAPPED A MINIMUM OF 2" AND SCREWED BEFORE USING ACOUSTICAL SEALANT. U.L. SYSTEM NO. CAJ1027 A A MAX. DIA. OF OPENING IS 12 1/4" OR 3" LESS THAN THE WALL REINFORCEMENT SPACING. MINIMUM FILL MATERIAL THICKNESS OF 1/2" IS REQUIRED. NO CUTTING OF WALL REINFORCEMENT IS ALLOWED. CONTRACTOR TO SUBMIT THE SHOP DRAWINGS OF FINAL CONDUIT ROUTING OF THE FIRE ALARM SYSTEM. ALSO, CONTRACTOR TO VERIFY FIRE-RATED WALLS AND IDENTIFY FIRE/SMOKE WALL CONDUIT PENETRATIONS. CONCRETE FLOOR OR WALL PER DRAWINGS. MAX. DIA. OF THROUGH OPENING IS 12 1/4". CONDUIT SIZE PER DRAWINGS. FIRE STOP SYSTEM-TWO HOUR MOLDABLE PUTTY MATERIAL KNEADED BY HAND AND PACKED TIGHTLY INTO ANNULAR SPACE, FLUSH WITH FLOOR. IN WALL ASSEMBLIES, REQUIRED PUTTY THICKNESS TO BE INSTALLED SYMMETRICALLY ON BOTH BOTH SIDES OF WALL. CONDUIT, TYP MINERAL WOOL (FIRMLY PACKED) FIRESTOP SEALANT PER SECTION 07 84 00, FIRESTOPPING 3/8" MAX [10mm] JUNCTION BOX (SIZE AS REQUIRED) CONDUIT COMPRESSION FITTING, TYP. SPRING NUT, TYP INTEGRAL GALVANIZED LIPPED STEAL MOUNTING CHANNEL, TYP. FLOOR SLAB, TYP.STEEL EXPANSION ANCHOR, TYP 12"3"3"3"3"3"2"ARRANGE CONDUIT WITH INTERLOCKING PLASTIC SPACERS 8'-0" O.C. REFER TO DRAWINGS FOR CONDUIT SIZES & QUANTITIES 3" MIN. CONCRETE ENCASEMENT BACKFILL, COMPACTED TO 90% RELATIVE DENSITY,FREE FROM LARGE ROCKS & DEBRIS UNDISTURBED EARTH MIN. 2" ASPHALT CONCRETE PATCH OR PLANT TO MATCH EXISTING 12" WIDE YELLOW WARNING TAPE 24" MIN. (COMM) 36" MIN. (600V) 42" MIN. (5KV) INCREASE TO 12" BETWEEN POWER & COMMUNICATION CONDUITS MATTH E W M. S A MAREREREENIGN E L ANOISSEORPD F IAN OF CA L I F O RST A TE E LACIRTCLETSIGERNo. 21648 Exp 9/30/20 CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MS 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION PROJECT MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: 12" = 1'-0" E500 DETAILS CARLSBAD SAFTEY CENTER IMEG CF 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 10920 VIA FRONTERA SUITE 200 SAN DIEGO, CA 92127 858.271.9808 FAX: 858.271.9932 www.imegcorp.com # 19004147.00 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP. REFERENCE SCALE IN INCHES 0 1 2 3 REFER TO ARCH. FOR CEILING HANGER WIRE SIZES. DOWNLIGHT FIXTURE PER PLANS 40# MAX. REFER TO STRUCTURAL DRAWINGS FOR ATTACHMENT SECURELY SCREW TO MAIN T-BAR RUNNER (TYP. ALL FOUR) SLACK #12 SAFETY WIRES TO STRUCTURE FIXTURE "BAR HANGER" ASSEMBLY NTS ROOF CONDUIT SUPPORT DETAILNTS TYPICAL UNDERGROUND CONDUIT STUB-UP DETAIL WALL FURNITURE FEED DETAIL NTS NTS FLUSH FLOOR RATED FURNITURE FEED FLOOR BOX NTSNTS RECESSED DOWNLIGHT @ LAY-IN GRID DETAIL RECESSED LAY-IN CEILING FIXTURE DETAIL GENERAL NOTES: INSTALL PER MANUFACTURER'S RECOMMENDATIONS.1. PROVIDE (1) 1-1/4" CONDUIT TO ACCESSIBLE CEILING SPACE FOR TELE/DATA. PROVIDE (1) 3/4" CONDUIT TO ACCESSIBLE CEILING SPACE FOR POWER. LIQUIDTIGHT CONDUIT TO FURNITURE POWER/DATA BOX. WIREMOLD #881 PVC FLOOR BOX WIREMOLD #897CFFTCXX FURNITURE FEED PLATE (FINISH PER ARCHITECT) 2 1 2 KEY NOTES: PROVIDE POWER CONNECTION TO POWER SYSTEM FURNITURE. PROVIDE TELECOMMUNICATIONS CONNECTION TO TELECOM SYSTEM FURNITURE. 1 REFER TO FLOOR PLAN FOR CONDUIT SIZE, LOCATION AND QUANTITY. GENERAL NOTES: 1. FLOOR LIQUID TIGHT 3/4'' FLEXIBLE CONDUIT POWER CONNECTION TO SYSTEM FURNITURE LIQUID TIGHT 1-1/4" FLEXIBLE CONDUIT TELE/DATA CONNECTION TO SYSTEM FURNITURE WALL FF FF CONDUIT CLAMP. SIZE AS REQUIRED INTEGRAL GALVANIZED LIPPED STEEL MOUNTING CHANNEL REFER TO PLANS FOR QUANTITY & SIZE OF CONDUITS LOCKING SQUARE WASHER & LOCKNUT 3/8" MIN GALVANIZED THREADED ROD, TYP. UV-INHIBITED POLYCARBONATE OR HIGH-DENSITY POLYPROPYLENE PLASTIC BLOCK, LENGTH AS REQUIRED KEY NOTES: 1 2 3 5 3 41 2 4 5 21 6 3 54 ATTACH WIRE TO FIXTURE (3 TIGHT TURNS MIN. IN 1 1/2" MAX.). "TEK" SCREW GRID TO FIXTURE @ EACH CORNER. ATTACH HANGER WIRES TO STRUCTURE AS PER STRUCTURAL & ARCHITECTURAL DETAILS. CEILING SYSTEM SPLAY/HANGER WIRES AS OCCURS, SEE PLANS. TROFFER CLAMP. FOUR (4) #12 GA. WIRE ATTACHED TO FIXTURE AND STRUCTURE, ONE PER CORNER LIGHTING FIXTURE PER DRAWINGS AND SCHEDULE CEILING GRID AS CALLED FOR ON ARCH.'L DRAWINGS CONDUIT AND CONNECTOR FOR ELECTRICAL WIRING FINISHED FLOOR METAL CONDUIT PVC SLIP/THREAD FITTING FLUSH WITH FLOOR EARTH CONCRETE ENCASEMENT PVC CONDUIT 2" MIN. ALL AROUND MATTH E W M. S A MAREREREENIGN E L ANOISSEORPD F IAN OF CA L I F O RST A TE E LACIRTCLETSIGERNo. 21648 Exp 9/30/20 CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MS 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION PROJECT MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: 12" = 1'-0" E501 DETAILS CARLSBAD SAFTEY CENTER IMEG CF 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 10920 VIA FRONTERA SUITE 200 SAN DIEGO, CA 92127 858.271.9808 FAX: 858.271.9932 www.imegcorp.com # 19004147.00 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP. REFERENCE SCALE IN INCHES 0 1 2 3 PV MODULE (TYPICAL) RACKING SYSTEM SUPPORT RAIL (TYPICAL) W.E.E.B. BONDING CONNECTION BETWEEN MODULE AND RACKING SYSTEM. FOLLOW RACKING AND MODULE MANUFACTURER INSTRUCTIONS. MINIMUM TWO (2) BONDING CONNECTIONS PER MODULE. (TYPICAL) W.E.E.B. BONDING LUG. CONNECTION BETWEEN SUPPORT RAIL AND EQUIPMENT GROUNDING CONDUCTOR. (TYPICAL) Q-CABLE TRANSITION J-BOX SEE SHEET PV001 FOR MORE INFORMATION #10 AWG BARE CU EGC MATTH E W M. S A MAREREREENIGN E L ANOISSEORPD F IAN OF CA L I F O RST A TE E LACIRTCLETSIGERNo. 21648 Exp 9/30/20 CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MS 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION PROJECT MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: As indicated E502 DETAILS CARLSBAD SAFTEY CENTER IMEG CF 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 9.11.20 10920 VIA FRONTERA SUITE 200 SAN DIEGO, CA 92127 858.271.9808 FAX: 858.271.9932 www.imegcorp.com # 19004147.00 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP. REFERENCE SCALE IN INCHES 0 1 2 3 NO SCALE HALF CELL MONO PERC MODULE1 NO SCALE ENPHASE MICROINVERTERS2 12" = 1'-0" TYPICAL ARRAY GROUNDING DETAIL3 MATTH E W M. S A MAREREREENIGN E L ANOISSEORPD F IAN OF CA L I F O RST A TE E LACIRTCLETSIGERNo. 21648 Exp 9/30/20 CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MS 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION PROJECT MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: 6" = 1'-0" E503 DETAILS CARLSBAD SAFTEY CENTER IMEG CF 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 10920 VIA FRONTERA SUITE 200 SAN DIEGO, CA 92127 858.271.9808 FAX: 858.271.9932 www.imegcorp.com # 19004147.00 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP. REFERENCE SCALE IN INCHES 0 1 2 3 NO SCALE GERERATOR AND FUEL TANK DETAIL1 MATTH E W M. S A MAREREREENIGN E L ANOISSEORPD F IAN OF CA L I F O RST A TE E LACIRTCLETSIGERNo. 21648 Exp 9/30/20 CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MS 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION PROJECT MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: E600 PANEL SCHEDULES CARLSBAD SAFTEY CENTER IMEG CF 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 10920 VIA FRONTERA SUITE 200 SAN DIEGO, CA 92127 858.271.9808 FAX: 858.271.9932 www.imegcorp.com # 19004147.00 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP. REFERENCE SCALE IN INCHES 0 1 2 3 Notes: Receptacle 3000 VA 100.00%3000 VA Total Est. Demand Current:113.7 A Receptacles 28060 VA 67.82%19030 VA Total Conn. Current:124.5 A Power 0 VA 0.00%0 VA Total Est. Demand:94499 VA Other 5 VA 100.00%5 VA Total Conn. Load:103529 VA HVAC 72464 VA 100.00%72464 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Legend: Total Amps:136.9 A 131.2 A 111 A Total Load:37170 VA 35599 VA 30759 VA 41 SPACE -- --0 VA 0 VA -- -- SPACE 42 39 SPACE -- -- 0 VA 0 VA -- -- SPACE 40 37 SPACE -- -- 0 VA 0 VA -- -- SPACE 38 35 SPACE -- --0 VA 0 VA -- -- SPACE 36 33 SPACE -- -- 0 VA 0 VA -- -- SPACE 34 31 SPACE -- -- 0 VA 0 VA -- -- SPACE 32 29 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 30 27 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 28 25 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 26 23 ---- --2105... 0 VA 1 20 A SPARE 24 21 ---- -- 2105... 0 VA 1 20 A SPARE 22 19 FEF-1 20 A 3 2105... 0 VA 1 20 A SPARE 20 17 ---- --2521... 7368... -- -- --18 15 ---- -- 2521... 7368...-- -- --16 13 AC-7 15 A 3 2521... 7368...3 40 A DOAS 14 11 ---- --4820... 776 VA -- -- --12 9 ---- -- 4820... 776 VA -- -- --10 7 AC-8 25 A 3 4820... 776 VA 3 15 A AC-8 ECONOMIZER 8 5 ---- --1091... 2258... -- -- --6 3 ---- -- 1575... 2258...-- -- --4 1 T2D 125 A 3 1732... 2258...3 15 A AC-9 2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT Notes: NEW PANELBOARD Enclosure:BOLT-ON MCB Rating:200A 3P Mounting:SURFACE Wires:4 Mains Rating:225A Supply From:MSDA Phases:3 Mains Type:MCB Location:ELEC. ROOM 207 Volts:480/277 Wye A.I.C. Rating:42KAIC Branch Panel: P2C Notes: Receptacle 3000 VA 100.00%3000 VA Total Est. Demand Current:97 A Receptacles 28060 VA 67.82%19030 VA Total Conn. Current:122.1 A Power 0 VA 0.00%0 VA Total Est. Demand:34957 VA Other 5 VA 100.00%5 VA Total Conn. Load:43987 VA HVAC 12922 VA 100.00%12922 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Legend: Total Amps:150.6 A 137.5 A 90.9 A Total Load:17323 VA 15752 VA 10912 VA 41 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 42 39 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 40 37 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 38 35 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 36 33 RM 241 FURNITURE FEED 20 A 1 800 VA 0 VA 1 20 A SPARE 34 31 ---- -- 600 VA 0 VA 1 20 A SPARE 32 29 RM 241 FURNITURE FEED 20 A 2 600 VA 0 VA 1 20 A SPARE 30 27 ---- -- 600 VA 600 VA -- -- --28 25 RM 241 FURNITURE FEED 20 A 2 600 VA 600 VA -- -- --26 23 ---- --980 VA 600 VA 3 20 A RM 201 FURNITURE FEED 24 21 HP-11 20 A 2 980 VA 0 VA 1 20 A RM 235 HAND DRYER 22 19 EF-21 20 A 1 508 VA 0 VA 1 20 A SPARE 20 17 ---- --980 VA 5 VA 1 20 A EF-25 18 15 HP-12 20 A 2 980 VA 332 VA 1 20 A EF-23, EF-24 16 13 ---- -- 1007... 508 VA 1 20 A EF-20, EF-22 14 11 HP-7 20 A 2 1007... 0 VA 1 20 A RM 232 HAND DRYER 12 9 ---- -- 920 VA 0 VA 1 20 A SPARE 10 7 HP-5 20 A 2 920 VA 920 VA -- -- --8 5 ---- --5820... 920 VA 2 20 A HP-6 6 3 ---- -- 9560... 980 VA -- -- --4 1 P1D 80 A 3 1068... 980 VA 2 20 A HP-10 2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT Notes: NEW PANELBOARD Enclosure:BOLT-ON MCB Rating:225A 3P Mounting:SURFACE Wires:4 Mains Rating:225A Supply From:TP2D Phases:3 Mains Type:MCB Location:ELEC. ROOM 207 Volts:120/208 Wye A.I.C. Rating:42KAIC Branch Panel: P2D Notes: Total Est. Demand Current:51.7 A Total Conn. Current:72.3 A Receptacle 1200 VA 100.00%1200 VA Total Est. Demand:18630 VA Receptacles 24860 VA 70.11%17430 VA Total Conn. Load:26060 VA Power 0 VA 0.00%0 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Legend: Total Amps:93.8 A 84.5 A 48.5 A Total Load:10680 VA 9560 VA 5820 VA 53 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 54 51 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 52 49 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 50 47 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 48 45 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 46 43 RM 144 FURNITURE FEED 20 A 1 600 VA 0 VA 1 20 A SPARE 44 41 ---- --600 VA 540 VA 1 20 A RM 131 REC 42 39 RM 144 FURNITURE FEED 20 A 2 600 VA 600 VA -- -- --40 37 RM 133, 134 REC 20 A 1 720 VA 600 VA 2 20 A RM 131 FURNITURE FEED 38 35 RM 133 REC 20 A 1 720 VA 0 VA 1 20 A RM 168 HAND DRYER 36 33 RM 169 LOCKER 20 A 1 800 VA 0 VA 1 20 A SPARE 34 31 RM 169 LOCKER 20 A 1 800 VA 0 VA 1 20 A SPARE 32 29 RM 169 LOCKER 20 A 1 800 VA 0 VA 1 20 A RM 163 HAND DRYER 30 27 ---- -- 400 VA 0 VA 1 20 A SPARE 28 25 RM 164 LOCKER 20 A 2 400 VA 0 VA 1 20 A SPARE 26 23 ---- --400 VA 180 VA 1 20 A RM 131 COPIER 24 21 RM 164 LOCKER 20 A 2 400 VA 400 VA -- -- --22 19 ---- -- 400 VA 400 VA 2 20 A RM 169 LOCKER 20 17 RM 164 LOCKER 20 A 2 400 VA 400 VA -- -- --18 15 ---- -- 400 VA 400 VA 2 20 A RM 169 LOCKER 16 13 RM 164 LOCKER 20 A 2 400 VA 400 VA -- -- --14 11 ---- --400 VA 400 VA 2 20 A RM 169 LOCKER 12 9 RM 164 LOCKER 20 A 2 400 VA 4000...-- -- --10 7 RM 164 LOCKER 20 A 1 800 VA 4000...2 50 A RM 146 RANGE 8 5 RM 164 LOCKER 20 A 1 800 VA 180 VA 1 20 A RM 146 GD 6 3 RM 164 LOCKER 20 A 1 800 VA 360 VA 1 20 A RM 146 REC 4 1 RM 164 LOCKER 20 A 1 800 VA 360 VA 1 20 A RM 146 REC 2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT Notes: NEW PANELBOARD Enclosure:BOLT-ON MCB Rating:125A 3P Mounting:SURFACE Wires:4 Main Bus Rating:225A Supply From:Phases:3 Mains Type:MCB Location:Volts:120/208 Wye A.I.C. Rating:22KAIC Branch Panel: P1D Notes: Total Est. Demand Current:188.3 A Total Conn. Current:188.3 A Total Est. Demand:67824 VA Total Conn. Load:67824 VA Power 67824 VA 100.00%67824 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Legend: Total Amps:189.9 A 187.1 A 188.6 A Total Load:22765 VA 22451 VA 22608 VA 59 SPARE 20 A 1 0 VA 0 VA 1 20 A ENVOY METERING 60 57 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 58 55 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 56 53 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 54 51 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 52 49 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 50 47 ---- --1570... 942 VA -- -- --48 45 PV STRING #12 20 A 2 1570... 942 VA 2 20 A PV STRING #24 46 43 ---- -- 1413... 1413...-- -- --44 41 PV STRING #11 20 A 2 1413... 1413... 2 20 A PV STRING #23 42 39 ---- -- 942 VA 1413...-- -- --40 37 PV STRING #10 20 A 2 942 VA 1413...2 20 A PV STRING #22 38 35 ---- --1413... 1413... -- -- --36 33 PV STRING #9 20 A 2 1413... 1413...2 20 A PV STRING #21 34 31 ---- -- 1413... 1570...-- -- --32 29 PV STRING #8 20 A 2 1413... 1570... 2 20 A PV STRING #20 30 27 ---- -- 1413... 1570...-- -- --28 25 PV STRING #7 20 A 2 1413... 1570...2 20 A PV STRING #19 26 23 ---- --1413... 1570... -- -- --24 21 PV STRING #6 20 A 2 1413... 1570...2 20 A PV STRING #18 22 19 ---- -- 1413... 1413...-- -- --20 17 PV STRING #5 20 A 2 1413... 1413... 2 20 A PV STRING #17 18 15 ---- -- 1413... 1570...-- -- --16 13 PV STRING #4 20 A 2 1413... 1570...2 20 A PV STRING #16 14 11 ---- --1413... 1413... -- -- --12 9 PV STRING #3 20 A 2 1413... 1413...2 20 A PV STRING #15 10 7 ---- -- 1413... 1413...-- -- --8 5 PV STRING #2 20 A 2 1413... 1413... 2 20 A PV STRING #14 6 3 ---- -- 1413... 1570...-- -- --4 1 PV STRING #1 20 A 2 1413... 1570...2 20 A PV STRING #13 2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT Notes: NEW PANELBOARD, NEMA 3R Enclosure:NEMA 3R MCB Rating:250A 3P Mounting:SURFACE Wires:4 Main Bus Rating:400A Supply From:Phases:3 Mains Type:MCB Location:Volts:120/208 Wye A.I.C. Rating:22KAIC Branch Panel: PV Notes: Total Est. Demand Current:124.9 A Total Conn. Current:99.9 A Total Est. Demand:45000 VA Total Conn. Load:36000 VA EV 36000 VA 125.00%45000 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Legend: Total Amps:120 A 90 A 90 A Total Load:14400 VA 10800 VA 10800 VA 41 SPACE -- --0 VA 0 VA -- -- SPACE 42 39 SPACE -- -- 0 VA 0 VA -- -- SPACE 40 37 SPACE -- -- 0 VA 0 VA -- -- SPACE 38 35 SPACE -- --0 VA 0 VA -- -- SPACE 36 33 SPACE -- -- 0 VA 0 VA -- -- SPACE 34 31 SPACE -- -- 0 VA 0 VA -- -- SPACE 32 29 SPACE -- --0 VA 0 VA -- -- SPACE 30 27 SPACE -- -- 0 VA 0 VA -- -- SPACE 28 25 SPACE -- -- 0 VA 0 VA -- -- SPACE 26 23 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 24 21 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 22 19 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 20 17 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 18 15 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 16 13 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 14 11 ---- --3600... 0 VA 1 20 A SPARE 12 9 EVCS 40 A 2 3600... 0 VA 1 20 A SPARE 10 7 ---- -- 3600... 3600...-- -- --8 5 EVCS 40 A 2 3600... 3600... 2 40 A EVCS 6 3 ---- -- 3600... 3600...-- -- --4 1 EVCS 40 A 2 3600... 3600...2 40 A EVCS 2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT Notes: NEW PANELBOARD, NEMA 3R Enclosure:BOLT-ON MCB Rating:200A 3P Mounting:SURFACE Wires:4 Mains Rating:225A Supply From:DBA Phases:3 Mains Type:MCB Location:Volts:120/208 Wye A.I.C. Rating:10KAIC Branch Panel: EV P2C P2D EV PV P1D PANELS MATTH E W M. S A MAREREREENIGN E L ANOISSEORPD F IAN OF CA L I F O RST A TE E LACIRTCLETSIGERNo. 21648 Exp 9/30/20 CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MS 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION PROJECT MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: E601 PANEL SCHEDULES CARLSBAD SAFTEY CENTER IMEG CF 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 9.11.20 10920 VIA FRONTERA SUITE 200 SAN DIEGO, CA 92127 858.271.9808 FAX: 858.271.9932 www.imegcorp.com # 19004147.00 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP. REFERENCE SCALE IN INCHES 0 1 2 3 Notes: Total Est. Demand Current:140.5 A Receptacles 6865 VA 100.00%6865 VA Total Conn. Current:140.5 A Power 540 VA 100.00% 540 VA Total Est. Demand:50625 VA Other 100 VA 100.00% 100 VA Total Conn. Load:50625 VA HVAC 43120 VA 100.00%43120 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Legend: Total Amps:159.1 A 143.5 A 124.4 A Total Load:18785 VA 16910 VA 14930 VA 41 SPACE -- --0 VA 0 VA -- -- SPACE 42 39 SPACE -- -- 0 VA 0 VA -- -- SPACE 40 37 SPACE -- -- 0 VA 0 VA -- -- SPACE 38 35 SPACE -- --0 VA 0 VA -- -- SPACE 36 33 SPACE -- -- 0 VA 0 VA -- -- SPACE 34 31 SPACE -- -- 0 VA 0 VA -- -- SPACE 32 29 ---- --360 VA 0 VA 1 20 A SPARE 30 27 ---- -- 180 VA 0 VA 1 20 A SPARE 28 25 EP1B 125 A 3 540 VA 0 VA 1 20 A SPARE 26 23 SPARE 20 A 1 0 VA 180 VA 1 20 A RM 132 AV RACK 24 21 SPARE 20 A 1 0 VA 360 VA 1 20 A DOOR CONTROLLER 22 19 SPARE 20 A 1 0 VA 180 VA 1 20 A CODE BLUE PHONE 20 17 SPARE 20 A 1 0 VA 1382... -- -- --18 15 SPARE 20 A 1 0 VA 2362...-- -- --16 13 SPARE 20 A 1 0 VA 2692...3 70 A EP2B 14 11 SPARE 20 A 1 0 VA 6324... -- -- --12 9 RM 131 VENDING MACH 20 A 1 1000... 6324...-- -- --10 7 RM 131 VENDING MACH 20 A 1 1000... 6324...3 80 A CRAC-2 8 5 RM 146 FRIDGE 20 A 1 360 VA 6324... -- -- --6 3 ICE DISPENSER, FOUNTAIN 20 A 1 360 VA 6324...-- -- --4 1 ICE MAKER 20 A 1 1725... 6324...3 80 A CRAC-1 2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT Notes: NEW PANELBOARD Enclosure:BOLT-ON MCB Rating:225A 3P Mounting:SURFACE Wires:4 Mains Rating:250A Supply From:Phases:3 Mains Type:MCB Location:ELECT. 142 Volts:120/208 Wye A.I.C. Rating:22KAIC Branch Panel: EP1D Notes: Total Est. Demand Current:17.9 A Total Conn. Current:17.9 A Receptacles 1160 VA 100.00%1160 VA Total Est. Demand:6436 VA Other 100 VA 100.00%100 VA Total Conn. Load:6436 VA HVAC 5176 VA 100.00%5176 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Legend: Total Amps:23.7 A 20.9 A 11.5 A Total Load:2692 VA 2362 VA 1382 VA 41 SPACE -- --0 VA 0 VA -- -- SPACE 42 39 SPACE -- -- 0 VA 0 VA -- -- SPACE 40 37 SPACE -- -- 0 VA 0 VA -- -- SPACE 38 35 SPACE -- --0 VA 0 VA -- -- SPACE 36 33 SPACE -- -- 0 VA 0 VA -- -- SPACE 34 31 SPACE -- -- 0 VA 0 VA -- -- SPACE 32 29 SPACE -- --0 VA 0 VA -- -- SPACE 30 27 SPACE -- -- 0 VA 0 VA -- -- SPACE 28 25 SPACE -- -- 0 VA 0 VA -- -- SPACE 26 23 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 24 21 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 22 19 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 20 17 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 18 15 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 16 13 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 14 11 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 12 9 ---- -- 980 VA 0 VA 1 20 A SPARE 10 7 HP-8/FC-8 20 A 2 980 VA 360 VA 1 20 A RM 237 AV RACK 8 5 ---- --830 VA 552 VA -- -- --6 3 HP-9/FC-9 20 A 2 830 VA 552 VA -- -- --4 1 RM 146 FRIDGE 20 A 1 800 VA 552 VA 3 15 A C-1, C-2 ON ROOF 2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT Notes: NEW PANELBOARD Enclosure:BOLT-ON MCB Rating:70A 3P Mounting:SURFACE Wires:4 Mains Rating:100A Supply From:EP1D Phases:3 Mains Type:MCB Location:ELEC. ROOM 207 Volts:120/208 Wye A.I.C. Rating:10KAIC Branch Panel: EP2B EP1D EP2B PANELS MATTH E W M. S A MAREREREENIGN E L ANOISSEORPD F IAN OF CA L I F O RST A TE E LACIRTCLETSIGERNo. 21648 Exp 9/30/20 CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MS 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION PROJECT MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: E700 TITLE 24 -ELECTRICAL CARLSBAD SAFTEY CENTER IMEG CF 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 10920 VIA FRONTERA SUITE 200 SAN DIEGO, CA 92127 858.271.9808 FAX: 858.271.9932 www.imegcorp.com # 19004147.00 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP. REFERENCE SCALE IN INCHES 0 1 2 3 MATTH E W M. S A MAREREREENIGN E L ANOISSEORPD F IAN OF CA L I F O RST A TE E LACIRTCLETSIGERNo. 21648 Exp 9/30/20 CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MS 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION PROJECT MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: E701 TITLE 24 -ELECTRICAL CARLSBAD SAFTEY CENTER IMEG CF 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 10920 VIA FRONTERA SUITE 200 SAN DIEGO, CA 92127 858.271.9808 FAX: 858.271.9932 www.imegcorp.com # 19004147.00 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP. REFERENCE SCALE IN INCHES 0 1 2 3 TECHNOLOGY SYMBOL LIST SYMBOL:DESCRIPTION:NOTE:EQUIPMENT LIST ABBREV.: 1.(NEW) CREDENTIAL READERAC-CR1-W 3.(EXISTING) CREDENTIAL READERAC-CR-W CR1 CR SP1 .PERFORMANCE AUDIO SPEAKER (CEILING) - TYPE 1AV-SP1-C BLT .SINGLE GANG BLUETOOTH RECEIVER (WALL) VC1 .VOLUME CONTROLAV-VC1-W AV-BLT-1 S1 FACILITY PAGING SPEAKER (CEILING) TYPE 1PA-S1-C . C# C#.INFORMATION OUTLET (CEILING)SC-IO-C .INFORMATION OUTLET (WALL)SC-IO-W AP2 .ACCESS POINT (NEW)N-AP2-C AP1 .ACCESS POINT (EXISTING)N-AP1-C .360 DEG. DOME CAMERA (CEILING)VS-CM3-C .90 DEG DOME CAMERA (CEILING)VS-CM1-C .90 DEG. BULLET CAMERA (WALL)VS-CM2 W CAM (EXISTING ) CAMERA 2.VS-CAM-1 HH1 .IN GROUND HAND HOLE VAULT BOXSC-HH-1 IS1 .(NEW) INTERCOM STATIONAV-IS1-W IS 2.(EXISTING) INTERCOM STATIONAV-IS-W TECHNOLOGY ABBREVIATION KEY ENTRANCE FACILITYEF-# MAIN CROSS-CONNECTMC-# TELECOMMUNICATIONS ROOMTR-# ABOVE FINISHED FLOORAFF BELOW FINISHED CEILINGBFC CONDUITC SIMILARSIM TYPICALTYP MOUNTING HEIGHT ABOVE FINISHED FLOOR+# JUNCTION BOXJ-BOX ABBR:DESCRIPTION: UNLESS NOTED OTHERWISEUNO AUDIO ZONE INDICATIONZ-# IN MODULAR FURNITUREM TECHNOLOGY GENERAL NOTES: 1. ###-### INDICATES GENERAL TECHNOLOGY EQUIPMENT SCHEDULE ITEM LABELED AS "EQUIPMENT LIST ABBREVIATION" 2. REFER TO GENERAL TECHNOLOGY EQUIPMENT SCHEDULE AND SPECIFICATIONS FOR FULL DESCRIPTIONS AND MANUFACTURERS OF ALL DEVICES. TECHNOLOGY MOUNTING SUBSCRIPT KEY: A MOUNT AT +6" TO CENTERLINE ABOVE COUNTER OR BACKSPLASH H MOUNT ORIENTED HORIZONTALLY L MOUNT IN CASEWORK M MOUNT IN MODULAR FURNITURE S MOUNT IN SURFACE RACEWAY A SLASH IS USED BETWEEN TWO SUBSCRIPTS, E.G., A/H. 1. THE LOCATION OF THE CONDUIT, HAND HOLES AND/OR MAINTENANCE HOLES SHOWN ARE APPROXIMATE LOCATIONS. FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIVATE AND/OR PUBLIC PRIOR TO THE INSTALLATION OF THE COMPONENT. FIELD COORDINATE THE FINAL LOCATION WITH THE OWNER AND ENGINEER PRIOR TO INSTALLATION. 2. POTHOLING TO LOCATE EXISTING UNDERGROUND UTILITIES, IF APPLICABLE, SHALL BE INCLUDED IN THE CONTRACTOR'S BID. CONTRACTOR IS RESPONSIBLE FOR FINAL PLACEMENT OF HAND HOLES AND/OR MAINTENANCE HOLES AND SHALL NOTIFY THE ENGINEER OF FINAL LOCATIONS PRIOR TO INSTALLATION. 3. HAND HOLES AND/OR MAINTENANCE HOLES SHALL BE CONSTRUCTED SO THAT THE TOP OF THE FRAME WILL BE FLUSH WITH THE GROUND LINE. 4. REMOVAL AND REPLACEMENT OF THE EXISTING UNDERGROUND UTILITIES THAT ARE REQUIRED TO COMPLETE THE INSTALLATION SHALL BE INCLUDED IN THE CONTRACTOR'S BID. 5. CONTRACTOR SHALL INCLUDE IN THEIR BID ANY REMOVAL AND REPLACEMENT OF EXISTING SIDEWALK, PAVEMENT, GRASS, SHRUBS, TREES, ETC. THAT WILL BE IMPACTED BY THE INSTALLATION OF THE NEW CONDUITS SHOWN ON THE DRAWINGS. IF TREES ARE REQUIRED TO BE REMOVED THE CONTRACTOR SHALL CONTACT THE OWNER AND DISCUSS OPTIONS PRIOR TO CUTTING DOWN ANY TREE OR SHRUB OVER 5' IN HEIGHT. 6. NO ADDITIONAL COST SHALL BE APPROVED FOR PLACING CONDUITS DEEPER THAN REQUIRED MINIMUM DEPTH [TO AVOID EXISTING UNDERGROUND UTILITIES.] 7. PROVIDE A MINIMUM OF 25'-0" SLACK LOOP WITHIN EACH HAND HOLES AND/OR MAINTENANCE HOLES. SLACK LOOP SHALL BE SECURE SO COPPER [OR FIBER] IS NOT RESTING ON EARTH AFTER FINAL INSTALLATION. TECHNOLOGY OUTSIDE PLANT NOTES 1. THE COMPLETE INSTALLATION SHALL BE IN ACCORDANCE WITH THE ADA STANDARDS FOR ACCESSIBLE DESIGN. REFER TO THE ADA GUIDELINES FOR ALL CONFIGURATION DETAILS ON THIS PAGE FOR ADDITIONAL INFORMATION. 2. CONCEAL ALL CONDUIT IN WALLS, PARTITIONS, ABOVE CEILING, IN FLOOR SLAB, ETC. UNLESS OTHERWISE INDICATED ON THE PLANS OR IN THE SPECIFICATIONS. CONDUIT IN MECHANICAL ROOMS AND STORAGE ROOMS WITHOUT CEILINGS MAY BE EXPOSED ON BUILDING STRUCTURE. 3. BOXES LOCATED ON OPPOSITE SIDES OF NON-RATED WALLS SHALL BE OFFSET A MINIMUM OF 6" HORIZONTALLY. BOXES ON OPPOSITE SIDES OF FIRE RATED WALLS SHALL BE OFFSET A MINIMUM OF 24" HORIZONTALLY. "THRU-THE-WALL" BOXES SHALL NOT BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL OF THE ARCHITECT/ENGINEER. 4. VERIFY ALL FURNITURE, MODULAR FURNITURE, AND EQUIPMENT LOCATIONS WITH ARCHITECTURAL PLANS, ELEVATIONS, AND REVIEWED SHOP DRAWINGS. PRIOR TO MAKING THE ACTUAL TELECOMMUNICATIONS INSTALLATION, ADJUST OUTLETS OR CONNECTION LOCATIONS TO ACCOMMODATE FURNITURE AND/OR EQUIPMENT. 5. TELECOMMUNICATIONS EQUIPMENT SHALL BE MOUNTED TO ALLOW ACCESS TO ELECTRICAL AND MECHANICAL EQUIPMENT. ALL MOUNTING OF TELECOMMUNICATION DEVICES ON EQUIPMENT SUPPLIED BY ANOTHER CONTRACTOR SHALL BE APPROVED IN ADVANCE BY THE OTHER CONTRACTOR. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OPENINGS REQUIRED IN WALLS. ALL OPENINGS SHALL BE REPAIRED TO MATCH EXISTING BY A QUALIFIED CONTRACTOR AT THE EXPENSE OF THIS CONTRACTOR. ALL CONDUITS THROUGH WALLS SHALL BE GROUTED OR SEALED INTO OPENINGS. 7. ALL MATERIALS USED TO SEAL PENETRATIONS OF FIRE RATED WALLS AND FLOORS SHALL BE TESTED AND CERTIFIED AS A SYSTEM PER ASTM E814 STANDARDS FOR FIRE TESTS OF THROUGH-PENETRATION FIRESTOPS. REFER TO [27 05 03 AND 28 05 03] [DIVISION 7] [26 05 03]FOR ADDITIONAL INFORMATION AND REQUIREMENTS SPECIFIC TO FIRESTOPPING. 8. REMOVE AND REINSTALL ALL CEILING TILES AS REQUIRED FOR THE EXECUTION OF TELECOMMUNICATIONS WORK THAT IS OUTSIDE THE CONTRACT LIMITS OF CONSTRUCTION. REPLACE CEILING TILES WITH IDENTICAL MATERIAL WHERE DAMAGED BY THIS CONTRACTOR. 9. ALL LADDER RACK [AND CABLE TRAY]SIZES ARE AS DEFINED ON THE DRAWINGS. REFER TO SPECIFICATION SECTION[S] 27 05 28 [AND 27 11 00]FOR APPROVED MANUFACTURERS AND INSTALLATION REQUIREMENTS. 10. FLUSH MOUNT ALL TELECOMMUNICATION OUTLETS AT +18" FROM FLOOR (CENTERLINE DIMENSION), EXCEPT WHERE OTHERWISE NOTED. OUTLETS MAY BE SURFACE MOUNTED WHEN CONDUIT IS SPECIFIED EXPOSED. TECHNOLOGY INSTALLATION NOTES: 1. THE EXISTING VIDEO SURVEILLANCE SYSTEM TO REMAIN OPERATIONAL DURING THE INSTALLATION OF THE NEW VIDEO SURVEILLANCE SYSTEM.THE SYSTEM SHALL NOT BE DISRUPTED UNLESS COORDINATED IN ADVANCE WITH THE OWNER AND ENGINEER AND AT THEIR DISCRETION ON DATE AND TIME. TECHNOLOGY PHASING NOTES GENERAL NOTES: 1. ALL SYMBOLS AND ABBREVIATIONS LISTED MAY NOT BE APPLICABLE TO THIS PROJECT. REFER TO THE GENERAL TECHNOLOGY EQUIPMENT SCHEDULE FOR MORE COMPLETE DESCRIPTION AND ITEMS. 2. ALL SYMBOLS AND ABBREVIATIONS REFER TO TECHNOLOGY SHEETS ONLY AS DEFINED ON THE SHEET INDEX. REFER TO THE GENERAL TECHNOLOGY NOTES FOR ADDITIONAL INFORMATION. 3. ALL SYMBOLS LISTED ABOVE ARE FOR REFERENCE ONLY. REFER TO PLANS AND LINE TYPE KEY FOR NEW, EXISTING TO REMAIN AND TO BE REMOVED ITEMS FOR ADDITIONAL INFORMATION. 4. REFER TO RISERS ON SHEET(S): T500. TECHNOLOGY SYMBOL NOTES: 1. REMOVE, STORE, PROTECT AND RE-INSTALL IN NEW LOCATION IN NEW CEILING / WALL. UPON RE-INSTALLATION TEST THAT DEVICE IS FUNCTIONING AS IT WAS PRIOR TO REMOVAL AND REPAIR AND OR REPLACE TO ACHIEVE FUNCTIONALITY AS NEEDED. 2. REMOVE DEVICE, REMOVE WIRE BACK TO SOURCE. DO NOT REMOVE CAMERAS UNTIL NEW CAMERAS ARE INSTALLED AND FUNCTIONING. 3. (EXISTING) PROTECT IN PLACE. SOLID LINE PROTECT IN PLACE, DASHED LINE REMOVE AND REINSTALL AT NEW LOCATION SEE T203, T204. CABLE TRAY, CHANNEL TRAY, BASKET TRAY LADDER RACK WIDTH X HEIGHT WIDTH X HEIGHT DIAMETERø C CONDUIT CONDUIT DOWN CONDUIT UP OR UP/DOWN CONDUIT SLEEVE CONTINUATION PLAN OR DETAIL NUMBER PLAN OR DETAIL NAME PLAN OR DETAIL SCALE DETAIL REFERRED TO BY SECTION CUT SHEET DETAIL IS LOCATED ON NAME 1 VIEW NAME 1/8" = 1'-0" 1 M101 143 2 T101 SIM DETAIL REFERRED TO BY ELEVATION SHEET DETAIL IS LOCATED ON INDICATES SIMILAR DETAIL REFERENCED IN MULTIPLE LOCATIONS SIM INDICATES SIMILAR DETAIL REFERENCED IN MULTIPLE LOCATIONS LEVEL NAME 10' - 0"HEIGHT ABOVE PROJECT 0' - 0" 1 INDICATES NOTE USED TO DESCRIBE ADDITIONAL INFORMATION ABOUT WORK REQUIRED, SPECIFIC TO THE SHEET AND/OR DETAIL NOR HT INDICATES DIRECTION OF TRUE NORTH VIEW KEY NEW WORK BY THIS CONTRACTOR (DARK SOLID LINE) NEW WORK UNDERFLOOR OR UNDERGROUND BY THIS CONTRACTOR (DARK LONG DASHED LINE) NEW WORK BY OTHERS AND/OR EXISTING TO REMAIN (LIGHT SOLID LINE) EXISTING TO BE REMOVED BY THIS CONTRACTOR (DARK SHORT DASHED LINE) LINE TYPE KEY: SECURITY CONTRACTORS.C. AUDIO/VISUAL CONTRACTORA.V.C. CIVIL CONTRACTORC.C. FIRE PROTECTION CONTRACTORF.P.C. GENERAL CONTRACTORG.C. ELECTRICAL CONTRACTORE.C. CONTRACTOR ABBREVIATION KEY ABBR: DESCRIPTION: TECHNOLOGY CONTRACTORT.C. CONSTRUCTION MANAGERC.M.48" MAX.20" MAX.44" MAX.20"-25" MAX.48" MAX.15" MIN.48" MAX.46" MAX.10" MAX.10"-24" MAX. ADA GUIDELINES -FRONT ACCESS ADA STANDARDS FOR ACCESSIBLE DESIGN INSTALL ABOVE COUNTER DEVICE AT 44" ABOVE FINISHED FLOOR. INSTALL ABOVE COUNTER DEVICE AT 40" ABOVE FINISHED FLOOR. INSTALL DEVICE AT 18" ABOVE FINISHED FLOOR. ADA GUIDELINES -SIDE ACCESS INSTALL DEVICE AT 44" ABOVE FINISHED FLOOR. INSTALL DEVICE AT 42" ABOVE FINISHED FLOOR. • 2019 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 1 • 2019 CALIFORNIA BUILDING CODE (CBC) CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 2 (2015 INTERNATIONAL BUILDING CODE (IBC) W/CALIFORNIA AMENDMENTS) • 2019 CALIFORNIA ELECTRICAL CODE (CEC) CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 3 (2014 NATIONAL ELECTRICAL CODE (NEC) W/CALIFORNIA AMENDMENTS) • 2019 CALIFORNIA ENERGY EFFICIENCY STANDARDS CODE CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 6 • 2019 CALIFORNIA FIRE CODE (CFC) CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 9 (2015 INTERNATIONAL FIRE CODE (IFC) W/CALIFORNIA AMENDMENTS) • 2019 CALIFORNIA REFERENCED STANDARDS CODE CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 12 • AMERICANS WITH DISABILITIES ACT (ADA) TITLE II - ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES (ADAG) 1990 STATE FIRE MARSHAL REGULATIONS AND AMENDMENTS TO-DATE • CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, CALIFORNIA STATE ACCESSIBILITY STANDARDS CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 19 APPLICABLE CODES CONTRACTOR SHALL COMPLY WITH APPLICABLE CODES AND LOCAL AMENDMENTS. TECHNOLOGY SHEET INDEX T000 TECHNOLOGY COVERSHEET T102 LEVEL 01 - TECHNOLOGY RENOVATION SITE PLAN T201 LEVEL 01 - TECHNOLOGY DEMOLITION PLAN T202 LEVEL 02 - TECHNOLOGY DEMOLITION PLAN T203 LEVEL 01 - TECHNOLOGY RENOVATION PLAN T204 LEVEL 02 - TECHNOLOGY RENOVATION PLAN T400 ENLARGED PLANS - TECHNOLOGY / DETAILS T500 DETAILS T501 DETAILS T600 SCHEDULE T601 SCHEDULE T700 RISERS GRAND TOTAL: 12 SUGGESTED MATRIX OF RESPONSIBILITY ITEM:SHOWN ON: FURNISHED BY: INSTALLED BY:NOTES: TECHNOLOGY ROUGH-IN, REFER TO GENERAL TECHNOLOGY EQUIPMENT SCHEDULE AND SPECIFICATIONS FOR DEFINITION T-SERIES E.C.E.C. 3. 4. INFORMATION OUTLET FACEPLATES, JACKS, AND TERMINATIONS T-SERIES T.C.T.C. CONDUIT SLEEVES (WHEN SHOWN ON DRAWINGS) T-SERIES E.C.E.C. CONDUIT SLEEVES (NOT SHOWN BUT REQUIRED FOR PROPER INSTALLATION OF SYSTEM) N/A T.C.T.C. 2. 4. TELECOMMUNICATION SYSTEMS ROUGH-IN T-SERIES E.C.E.C.1. TELECOMMUNICATION EQUIPMENT, CABLING, AND TERMINATIONS T-SERIES T.C.T.C. CABLE TRAY (INCLUDING WIRE BASKET TRAY) REFER TO SPECIFICATION SECTION 27 05 28 FOR DEFINITION T-SERIES E.C.E.C. LADDER RACK T-SERIES T.C.T.C.5. GROUNDING LUGS ON TECHNOLOGY EQUIPMENT T-SERIES T.C.E.C.6. BONDING SYSTEM FOR TECHNOLOGY SYSTEM, REFER TO SPECIFICATION SECTION 27 05 26 FOR DEFINITION T-SERIES E.C.E.C. 7. 8. CONNECTION OF TECHNOLOGY BONDING SYSTEM TO THE ELECTRICAL GROUND SYSTEM T-SERIES E.C.E.C. LINE VOLTAGE POWER (+120V OR GREATER) E-SERIES E.C.E.C. LINE VOLTAGE POWER (NOT SHOWN BUT REQUIRED FOR PROPER INSTALLATION OF SYSTEM) N/A T.C.E.C. 2. 4. LINE VOLTAGE POWER FOR DOOR HARDWARE POWER SUPPLIES ARCH SPEC E.C.E.C. LOW VOLTAGE CABLING FOR TECHNOLOGY SYSTEMS T-SERIES T.C.T.C. CABLE HANGERS AND SUPPORTS OR OTHER CABLE ROUTING METHODS (OTHER THAN CONDUIT AND CABLE TRAY) T-SERIES T.C.T.C.5. TECHNOLOGY SERVICE ENTRANCE CONDUITS, HANDHOLES, AND MANHOLES T-SERIES E.C.E.C. FLOOR BOX (ROUGH-IN)T & E SERIES E.C.E.C. SUGGESTED MATRIX OF RESPONSIBILITY NOTES 1. LOCATIONS OF TELECOMMUNICATIONS ROUGH-INS SHALL BE INDICATED BY THE INFORMATION OUTLET SYMBOLS ON THE DRAWINGS. REFER TO THE TECHNOLOGY SYMBOL LIST FOR ADDITIONAL INFORMATION. 2. BASED ON THE INHERENT DIFFERENCES IN PRODUCTS FROM VARIOUS MANUFACTURERS, ALL REQUIRED EQUIPMENT MAY NOT BE SHOWN ON THE DRAWINGS FOR ALL ACCEPTABLE MANUFACTURERS. 3. INCLUDES BACKBOXES AND CONDUIT REQUIRED FOR THE TECHNOLOGY SYSTEMS INSTALLATION. THE E.C. SHALL BASE THE BID ON THE BASIS OF DESIGN SHOWN ON THE CONTRACT DOCUMENTS. 4. ALL CHANGES TO THE SLEEVES, BACKBOXES, CONDUITS, AND POWER REQUIRED BECAUSE OF THE T.C.'S SELECTION OF AN ALTERNATE ACCEPTABLE MANUFACTURER OR FROM SYSTEM CONFIGURATIONS THAT ARE LEFT TO THE CHOICE OF THE CONTRACTOR SHALL BE INCLUDED IN THE T.C.'S BID. THIS BID SHALL INCLUDE INSTALLATION BY A LICENSED ELECTRICIAN. 5. UNLESS TRADE RULES DICTATE OTHERWISE. 6. FURNISHED AS PART OF THE EQUIPMENT WHEN POSSIBLE, OR FURNISHED TO THE E.C. FOR INSTALLATION IN THE FIELD. 7. INCLUDES ALL CONDUCTORS, GROUND BARS, AND TERMINATIONS FOR THE COMPLETE BONDING SYSTEM REQUIRED BY THE SPECIFICATIONS. 8. REFER TO ELECTRICAL DRAWINGS FOR LOCATIONS OF PANELS AND SWITCHBOARDS SHOWN IN THE TECHNOLOGY BONDING RISER DIAGRAM AND TYPICAL TELECOM ROOM BONDING FLOW DIAGRAM.MATTH E W M. S A MAREREREENIGN E L ANOISSEORPD F IAN OF CA L I F O RST A TE E LACIRTCLETSIGERNo. 21648 Exp 9/30/20 CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MS 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION PROJECT MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: As indicated T000 TECHNOLOGY COVERSHEET CARLSBAD SAFTEY CENTER IMEG IMEG 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 10920 VIA FRONTERA SUITE 200 SAN DIEGO, CA 92127 858.271.9808 FAX: 858.271.9932 www.imegcorp.com # 19004147.00 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP. REFERENCE SCALE IN INCHES 0 1 2 3 TELECOM ROOM REFERENCES TELECOM ROOM DETAIL / SHEET REFERENCE FLOOR PLAN REFERENCE ARCH ROOM NUMBER TR-1 1/T203 1/T400 IDF ROOM 132 TR-2 1/T204 5/T400 WORKROOM /IDF ROOM 237 WOMEN'S LOCKERS 169 STORAGE 182 INTERVIEW CELL SAFETY CELL MECH EQUIP 171 ELEV EQUIP 172 ELEC. ROOM 174 PHYSICAL FITNESS 161 MEN'S 163 MEN'S LOCKERS 164 VEST 166 TRAFFIC SUPERVISOR 108 CORRIDOR MEN WOMEN SALLY PORT 181 ENTRY PROPERTY & EVIDENCE 159 EVIDENCE 157 NARCOTICS 158 DISPATCH CENTER 144 MASTER MPOE / MDF ROOM 143 COMM SUPERVISOR 145 CRIME ANALYST 141 WOMEN 148 MEN 149 BATTERY CHARGING/ SHOTGUN STORAGE 126 COFFEE 123 WATER FOUNTAIN 122 CELL DRY CLEANING 125 TRAFFIC 116 ELEV EQUIP 175 ELEV. #1 EL01 METER ROOM 173 VESTIBULE 167 VESTIBULE 162 VESTIBULE ROOM 199 RECORDS SUPERVISOR EVIDENCE LOCKERS 194 STAIR #1 ST01 ELEV. #2 EL02 WOMEN'S 168 CUST CLOSET CST 151 OFFICE 154 PUBLIC COUNTER 104 ENTRY VESTIBULE 102 WATCH COMMANDER 133 LOBBY 101 PRISONER INTAKE CELL CORRIDOR BRIEFING 121 TRAFFIC OFFICE 114 TRAFFIC OFFICE 115 PATROL SERGEANT 111 MEETING ROOM 112 RECORDS 109 LOUNGE 146 ELECT. 142 CORRIDOR 192 CORRIDOR 191 CORRIDOR 193 CORRIDOR 195 CORRIDOR 196 OFFICE 152 DRYING ROOM / CHEMICAL STORAGE 184 STORAGE 185 MEETING 106 CORRIDOR 103 CRIME LIVESCAN 107 PUBLIC INQUIRY 105 BAG TAG 156 WATCH COMM OFFICE 134 STAIR #2 ST02 INTERVIEW 160 (N)COMMAND CENTER HH1 SC-FDC-2 1 2 SC-FDC-21 EXISTING FIBER PATCH PANEL 32 TR-1 4 2 MATTH E W M. S A MAREREREENIGN E L ANOISSEORPD F IAN OF CA L I F O RST A TE E LACIRTCLETSIGERNo. 21648 Exp 9/30/20 CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MS 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION PROJECT MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: 1/16" = 1'-0" T102 LEVEL 01 -TECHNOLOGY RENOVATION SITE PLAN CARLSBAD SAFTEY CENTER IMEG IMEG 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 10920 VIA FRONTERA SUITE 200 SAN DIEGO, CA 92127 858.271.9808 FAX: 858.271.9932 www.imegcorp.com # 19004147.00 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP. REFERENCE SCALE IN INCHES 0 1 2 3 NOR HT 1/16" = 1'-0" LEVEL 01 - TECHNOLOGY RENOVATION SITE PLAN1 KEYNOTES: 1. MULTIMODE FIBER CABINET REFER TO EQUIPMENT SCHEDULE FOR SC-CAB-1. COORDINATE MOUNTING WITH ELECTRICAL PANELS. 2. 1 1/2" UNDERGROUND RIGID CONDUIT ENCASED IN CONCRETE. SEE E-SHEETS DETAILS FOR EF FACILITY UNDERGROUND CONDUIT DETAIL. 3. TWO OM4 50/125 MULTIMODE 12 STRAND FIBER WITH LC CONNECTORS. PULL ONE EACH FROM MPOE MDF FIBER DISTRIBUTION PANEL FREE AIR TO ELECTRICAL ROOM THEN THROUGH UNDERGROUND CONDUIT TO EACH SC-CAB-1 DESTINATION. COIL 20' AND TERMINATE INSIDE CAB. RUNS ARE APPROXIMATELY 300' EACH. 4. FREE AIR ON J-HOOKS THREE CAT6 CABLES FROM TR-1 PATCH PANEL TO CONDUIT THEN THROUGH CONDUIT AND INTO ID-ECS-1. GENERAL NOTES 1. PLEASE REFER AND COORDINATE ALL LOW VOLTAGE UNDERGROUND WITH ELECTRICAL UNDERGROUND ON E-101 AND E-102. # FD FD FDCAMCAM CRCAMCAMCAMCAM CR CAMCAMCAMCAMC1-WAP CAMCR CAM AP1 CR CAMCR CAMCRCAM CRCRCR C1-WAP CAMCAMCRCAM CAMCRCAMCAMCAMCRCRCAMC1-WAP CAM CAMCAMCRCRCRCRCAMCRCR AP1 AP1 CRIS ISISIS ISCR1 2 3 4 6 7 8 9 10 11 12 13 A B C D E F G H AA WOMEN'S LOCKERS 169 STORAGE 182 INTERVIEW CELL SAFETY CELL MECH EQUIP 171 ELEV EQUIP 172 ELEC. ROOM 174 PHYSICAL FITNESS 161 MEN'S 163 MEN'S LOCKERS 164 VEST 166 TRAFFIC SUPERVISOR 108 CORRIDOR ? MEN ?WOMEN ? SALLY PORT 181 ? PROPERTY & EVIDENCE 159 EVIDENCE 157 NARCOTICS 158 DISPATCH CENTER 144 MASTER MPOE / MDF ROOM 143 COMM SUPERVISOR 145 CRIME ANALYST 141 WOMEN 148 MEN 149 BATTERY CHARGING/ SHOTGUN STORAGE 126 COFFEE 123 WATER FOUNTAIN 122 CELL DRY CLEANING 125 TRAFFIC 116 ELEV EQUIP 175 ELEV. #1 EL01 METER ROOM 173 VESTIBULE 167 VESTIBULE 162 VESTIBULE ROOM 199 RECORDS SUPERVISOR 110 EVIDENCE LOCKERS 194 STAIR #1 ST01 ELEV. #2 EL02 WOMEN'S 168 CUST CLOSET CST 151 OFFICE 154 PUBLIC COUNTER 104 ENTRY VESTIBULE 102 WATCH COMMANDER 133 LOBBY 101 PRISONER INTAKE CELL CORRIDOR BRIEFING 121 TRAFFIC OFFICE 114 TRAFFIC OFFICE 115 PATROL SERGEANT 111 MEETING ROOM 112 RECORDS 109 LOUNGE 146 ELECT. 142 CORRIDOR 192 CORRIDOR 191 CORRIDOR 193 CORRIDOR 195 CORRIDOR 196 OFFICE 152 DRYING ROOM / CHEMICAL STORAGE 184 STORAGE 185 MEETING 106 CORRIDOR 103 CRIME LIVESCAN 107 PUBLIC INQUIRY 105 BAG TAG 156 WATCH COMM OFFICE 134 STAIR #2 ST02 INTERVIEW 160 WOMEN'S SHOWERS 170 MEN'S SHOWERS 165 EMPLOYEE PARKING ENTRANCE OFFICER PARKING ENTRANCE 5 01-13 01-09 CR-01 01-01 01-08 01-07 CR-04 01-03 01-04 01-05 01-06 01-10 1 01-14 CR-02 01-02 01-12 CR-05 CR-06 01-15 CR-10 01-11 6 CR-07 CR-08 CR-09 1 01-2201-21 CR-03 01-17 01-16 CR-22 1 01-18 1 1 01-20 01-19 CR-24 CR-23 01-23 1 01 01-24 01-25 01-26 CR-16 CR-17 CR-18 1 CR-20 CR-15 01-27 AP-01 AP-02 AP-03 CR-14 CR-19 AV-MON-1 AV-MON-1 AV-MON-1 2 AV-MON-1 4 AV-MON-1 AV-MON-1 3 CR-21 5 7 7 7 7 7 7 7 7 7 MATTH E W M. S A MAREREREENIGN E L ANOISSEORPD F IAN OF CA L I F O RST A TE E LACIRTCLETSIGERNo. 21648 Exp 9/30/20 CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MS 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION PROJECT MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: 1/8" = 1'-0" T201 LEVEL 01 -TECHNOLOGY DEMOLITION PLAN CARLSBAD SAFTEY CENTER IMEG IMEG 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 NOR HT 1/8" = 1'-0" LEVEL 01 - TECHNOLOGY DEMOLITION PLAN1 10920 VIA FRONTERA SUITE 200 SAN DIEGO, CA 92127 858.271.9808 FAX: 858.271.9932 www.imegcorp.com # 19004147.00 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP. REFERENCE SCALE IN INCHES 0 1 2 3 KEYNOTES: 1. REMOVE TO SOURCE ALL OLD EXISTING DATA CABLE AND OUTLETS TO DESKS, PRINTERS AND ANY OTHER DATA LOCATIONS FOR BIDDING PURPOSES THERE ARE APROX 175 DATA LOCATIONS ON THIS FLOOR WITH 2X CAT5 TO BE REMOVED BACK TO SOURCE, REFER TO 8/T401 DETAIL. 2. REMOVE MONITOR NOT MOUNTED. 3. PROTECT IN PLACE AV EQUIPMENT. CONNECT NEW DISPLAY SAME AS OLD REMOVED DISPLAY. 4. REMOVE AND SAVE DIGITAL SIGN PLAYER. 5. CITY TO RELOCATE 911 CENTER OPERATIONS IN THIS AREA DURING CONSTRUCTION AND RE-OCCUPY SPACE POST CONSTRUCTION. CONTRACTOR TO PROTECT IN PLACE ALL WIRING TO EACH WORKSTATION TO PREVENT DAMAGE DURING CONSTRUCTION. 6. MDF MPOE PROTECT IN PLACE ALL EXISTING EQUIPMENT AND WIRING. THIS SPACE IS THE SYSTEMS HUB FOR 911 OPERATIONS AS WELL AS MANY OTHER MISSION CRITICAL SYSTEMS. 7. EXISTING CREDENTIAL READER TO BE RELOCATED. REFER TO T203 FOR NEW LOCATION. CONTRACTOR SHALL REMOVE CABLING TO SOURCE. # FD FD FD CRAP1 C1-WAP C1-WAP AP1 C1-WAP AP1 C1-WAP CR CR AP1 C1-WAP AP1 C1-WAP CR CRAP1 C1-WAP AP1 1 2 3 4 6 7 8 9 10 11 12 13 A B C D E F G H AA TRAINING COORDINATOR'S OFFICE 252 TECH SERVICE CAPTAIN 255 LIEUT. 256 FIELD SERVICE CAPT. 257 ADMIN ASSIST. 258 SECRETARY 291 POLICE CHIEF 289 CONFERENCE 288 FIRE CHIEF 283 FIRE DIV. CHEIF 281 FIRE ANALYST 277EMS MGR 276EMPTY 275 CRIME OF VIOLENCE 210 OFFICE 209 MAILROOM 214 INTERVIEW 213 INTERVIEW 212 JUVENILE SERVICES SERGEANT 211 EOC DIRECTOR 271 SGT. OFFICE 204 ELEC. ROOM 207 VICE / NARCOTICS 202 MECHANICAL EQUIP. 221 IN-PROCESS EVID./STOR. 223 JANITOR 233 MEN 232 WORKROOM / IDF ROOM 237 WOMEN 235 WOMEN 285 SECRETARY 282 CLOSET 290 COFFEE 286 STOR. 287 CLOSET 284 FIRE ADMIN 280 CLERICAL 278 STORAGE 274 STORAGE 279 FIRE TRAINING OFFICER 272 WORK REPRO 294 MEN 292 CSI 225 HALLWAY 273 CORRIDOR 215 VEST. 268 CORRIDOR 264 RES. ASSIST. 240 SGT. OFFICE 205 OFFICE 254 CLEAN OFFICE 251 IT OFFICE 238 IT MEETING 239 CORRIDOR 262 ADMIN CSO 241 ALS ROOM 224 CORRIDOR 293 LOUNGE 244 OFFICE 253 CLERICAL POOL 261 OFFICE 208 ROOF TERRACE 245 STORAGE 242 JANITOR 243 INVESTIGATIVE SERVICES 201 1 1 1 1 1 1 11 1 1 1 CR-40 AP-11 AP-09 AP-08 CR-43 CR-44 AP-12 AP-13 CR-41 CR-42AP-10 AP-08 AV-MON-1 AV-MON-1 AV-MON-1 AV-MON-1 AV-MON-1 AV-MON-1 2 3 3 3 3 3 MATTH E W M. S A MAREREREENIGN E L ANOISSEORPD F IAN OF CA L I F O RST A TE E LACIRTCLETSIGERNo. 21648 Exp 9/30/20 CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MS 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION PROJECT MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: 1/8" = 1'-0" T202 LEVEL 02 -TECHNOLOGY DEMOLITION PLAN CARLSBAD SAFTEY CENTER IMEG IMEG 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 NOR HT 1/8" = 1'-0" LEVEL 02 - TECHNOLOGY DEMOLITION PLAN1 10920 VIA FRONTERA SUITE 200 SAN DIEGO, CA 92127 858.271.9808 FAX: 858.271.9932 www.imegcorp.com # 19004147.00 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP. REFERENCE SCALE IN INCHES 0 1 2 3 KEYNOTES: 1. REMOVE TO SOURCE ALL OLD EXISTING DATA CABLE AND OUTLETS TO DESKS, PRINTERS AND ANY OTHER DATA FOR BIDDING PURPOSES THERE ARE APROX 100 DATA LOCATIONS ON THIS FLOOR WITH 2X CAT5 TO BE REMOVED BACK TO SOURCE REFER TO 8/T401 DETAIL. 2. PROTECT IN PLACE ANY AV EQUIPMENT FOR THIS CONFERENCE ROOM. WITH THE EXCEPTION OF THE (EXISTING) AV-MON-1 AND (NEW) AV-MON-3 DISPLAY. 3. EXISTING CREDENTIAL READER TO BE RELOCATED. REFER TO T203 FOR NEW LOCATION. CONTRACTOR SHALL REMOVE CABLING TO SOURCE. # FLO/SSM FLO/SSM FLO/SSM FLO/SSM FLO/SSM FLO/SSM FLO/SSM FLO/SSM 111111C2 C2 C2 C2C2C2C2C2 C2C2C2C2 C2 C2C1-WAP C1-WAP C1-WAP C1-WAP C2 C2 C2 C2 C2C2C2C2C2C2 TV C2C2C2C2C2 TVCR CR CR CR CR AP1 AP2 C2 S1 S1C2 C2C2C2C2PS1 PS1 PS1 PS1 VC1TVS1 S1 S1 S1 C1-WAP AP2CR CRCRCRCRCR S1 S1 C2C2 S1 C2 TVS1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 AP2 AP1 AP1 AP2 CR1 C2 CR1 CRC1-WAP CR1 CRC2 TVC2C1-WAP CR1 TV CR1 C1-WAPCR1CRCR1CRCRCRCR CR AP2CAMCAMCAMCAMCRCAMCAMCAMCR CAM CR CR CR CRCRCRCRCRCRC2 C2C2C2C2C2 C2 C2C2C2C2C2C2C2C2C2C2C2C2C2 C2C2 C2C2 C2C2 C2 IS1 IS1IS1 IS1IS1C2C2C2C2C2C2C2C2C2C2C2 C2IN1TVBLTVC1CSS CSS CSS CSS CSS CSS CSS CSS CSS CSS CSS CSS CSS CSS CSS CSS CSS CSS CSS CSSCSS CSS CSS CSS CSS CSS CSS C10 C21 2 3 4 6 7 8 9 10 11 12 13 A B C D E F G H AA J WOMEN'S LOCKERS 169 STORAGE 182 INTERVIEW CELL SAFETY CELL MECH EQUIP 171 ELEV EQUIP 172 ELEC. ROOM 174 PHYSICAL FITNESS 161 MEN'S 163 MEN'S LOCKERS 164 VEST 166 TRAFFIC SUPERVISOR 108 CORRIDOR ? MEN ?WOMEN ? SALLY PORT 181 PROPERTY & EVIDENCE 159 EVIDENCE 157 NARCOTICS 158 HOMLESS OUTREACH 155 DISPATCH CENTER 144 MASTER MPOE / MDF ROOM 143 COMM SUPERVISOR 145 CRIME ANALYST 141 WOMEN 148 MEN 149 BATTERY CHARGING/ SHOTGUN STORAGE 126 COFFEE 123 WATER FOUNTAIN 122 CELL DRY CLEANING 125 TRAFFIC 116 ELEV EQUIP 175 ELEV. #1 EL01 METER ROOM 173 VESTIBULE 167 VESTIBULE 162 VESTIBULE ROOM 199 RECORDS SUPERVISOR 110 EVIDENCE LOCKERS 194 STAIR #1 ST01 ELEV. #2 EL02 WOMEN'S 168 CUST CLOSET CST 151 OFFICE 154 PUBLIC COUNTER 104 ENTRY VESTIBULE 102 WATCH COMMANDER 133 LOBBY 101 PRISONER INTAKE CELL CORRIDOR BRIEFING 121 TRAFFIC OFFICE 114 TRAFFIC OFFICE 115 PATROL SERGEANT 111 MEETING ROOM 112 RECORDS 109 LOUNGE 146 ELECT. 142 CORRIDOR 192 CORRIDOR 191 CORRIDOR 193 CORRIDOR 195 CORRIDOR 196 OFFICE 152 DRYING ROOM / CHEMICAL STORAGE 184 STORAGE 185 MEETING 106 CORRIDOR 103 CRIME LIVESCAN 107 PUBLIC INQUIRY 105 BAG TAG 156 WATCH COMM OFFICE 134 STAIR #2 ST02 INTERVIEW 160 T400 1 T400 2 AV ROOM 124 IDF ROOM 1 132 5 +86" 01-09 CM2 CR-01 AP-01 CR-04 Z3 01-13 CM2 01-14 CM2 01-11CM1 01-10 CM1 01-12 CM1 Z3 CR-02 01-16 CM2 CM2 01-17 Z1 Z1 Z1 Z1 Z1 AV-MON-2 Z3 Z3 AP-07 Z3 Z3 01-19 01-20CM1 CM1 01-18CM1 Z3 Z3 Z3 AV-MON-2 +66" AV-MON-2 AP-06 AP-02 AP-03 AP-05 AP-04 Z3 Z3 Z3Z3 Z3 Z3 Z3 Z3 Z3 Z3 Z3 Z3 3 2 ID-ECS-1 01-24 CM3 CR-27 CR-26 CR-15 01-27 01-25 CM1 CM2 01-26 CM1 CR-25 CR-17 AV-MON-2 +66" AV-MON-2 +66" 5 CM1 01-15 01-22 CM2 01-23 CM2 CR-13 1 +66" AV-MON-2 CR-12 CR-05 CR-22 CR-28 CR-18 CR-20 CR-16 CR-14 CR-11 CR-19 CR-06 CR-08 CR-07 CR-10 HH1 04 AP-08 01-01 01-08 01-07 01-03 01-04 01-05 01-06 01-02 01-21 CM2 CR-03 EMPLOYEE PARKING ENTRANCE OFFICER PARKING ENTRANCE 8 8 AV-MON-3 7 +66" +66" CR-09 6 +48" 9 +48" AV-INP-W 10 10 10 10 10 10 10 10 10 11 000 158B 156A 157B 143 000 156B 142 126 196 133B 197 109A 101B 108B 108C 108D 141 144 147A 146B 132 101A 12 12 MATTH E W M. S A MAREREREENIGN E L ANOISSEORPD F IAN OF CA L I F O RST A TE E LACIRTCLETSIGERNo. 21648 Exp 9/30/20 CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MS 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION PROJECT MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: 1/8" = 1'-0" T203 LEVEL 01 -TECHNOLOGY RENOVATION PLAN CARLSBAD SAFTEY CENTER IMEG IMEG 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 NOR HT 1/8" = 1'-0" LEVEL 01 - TECHNOLOGY RENOVATION PLAN1 10920 VIA FRONTERA SUITE 200 SAN DIEGO, CA 92127 858.271.9808 FAX: 858.271.9932 www.imegcorp.com # 19004147.00 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP. REFERENCE SCALE IN INCHES 0 1 2 3 KEYNOTES 1. (NEW) VIDEO DISPLAY WITH RECESSED AV-MT1-W. MOUNT BOTTOM OF DISPLAY AT +80" A.F.F. CENTER DISPLAY ON WALL SECTION BETWEEN WINDOWS AND CORNER. INSTALL DATA OUTLET AND POWER AT +86" CENTERED. 2. REFER TO ARCHITECTURAL SPECIFICATIONS FOR BASE STRUCTURAL AND MOUNTING REQUIRMENTS. 3. 2 CONCRETE ENCASED 1" CONDUITS FOR POWER AND (2) CAT6 CABLES TO TR-1. SEE E-SHEETS DETAILS FOR EF FACILITY UNDERGROUND CONDUIT DETAIL. 4. REFER TO SHEET T102 . 5. CITY TO RELOCATE 911 CENTER OPERATIONS IN THIS AREA DURING CONSTRUCTION AND RE-OCCUPY SPACE POST CONSTRUCTION. CONTRACTOR TO PROTECT IN PLACE ALL WIRING TO EACH WORKSTATION TO PREVENT DAMAGE DURING CONSTRUCTION. 6. MDF MPOE PROTECT IN PLACE ALL EXISTING EQUIPMENT AND WIRING. THIS SPACE IS THE SYSTEMS HUB FOR 911 OPERATIONS AS WELL AS MANY OTHER MISSION CRITICAL SYSTEMS. 7. PROTECT IN PLACE AV EQUIPMENT. CONNECT NEW DISPLAY SAME AS OLD REMOVED DISPLAY. 8. NO AV-SC-1 SCREEN CAST DEVICE ON THIS DISPLAY. 9. LINE UP WITH ANY WALL SWITCHES LOCATED IN THIS AREA. 10. NEW LOCATION OF EXISTING CREDENTIAL READER. CONTRACTOR SHALL PROVIDE NEW CABLING AND UTILIZE SAME INPUT ON CONTROL PANEL AS INDICATED BY SYMBOL SUBSCRIPT. 11. PULL 10 CAT 6 CABLES TO THIS LOCATION FROM TR-1 AND CONNECT TO PATCH PANELS IN TR-1. LEAVE 25' OF CABLE SLACK AND LABEL BUT DO NOT TERMINATE DEVICE SIDE. THIS IS FOR FUTURE CAMERAS IN THE JAIL THAT ARE NOT IN THIS SCOPE. COIL UP AND CONTAIN IN CEILING FOR FUTURE USE. 12. THESE AREAS ARE NOT TO SCALE AND REPRESENT THE ENTRANCE GATES TO EMPLOYEE AND POLICE PARKING LOTS. THESE ARE APPROXIMATELY 75' FROM THE BUILDING. USE EXISTING CONDUIT PATHWAY FOR NEW CAT6 RUNS FOR (NEW) REPLACED CAMERA AND (NEW) REPLACED INTERCOM STATION ONE EACH PER GATE AS SHOWN. # C2 C2 C2 C2 C2 C2 C2 C2C2C2 C2C2C2C2C2 C2 C2C2C2 C2C2C2 C2C2C2C2C2C2C2C2 C2C2C2C2C2C2C2C2C2 C2 C2C2C2C2C1-WAP C1-WAP C1-WAP C1-WAP C2 C2 C2C2 C2C2C2C2C2C2 TVC1-WAP AP2 C1-WAP AP1 AP1 AP1 AP2 AP1 AP1 AP1 AP1 C1-WAP C1-WAP S1 S1 S1 S1 S1 S1S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 C1-WAP C1-WAP CR1 CR1 CR CR CR CR C2C2TV C2C2C2 TV C2 C2 TVC2 C2 C2C2 C2 TVCR C2 C2 C2 C2 C2 C2C2C2 C2 C2 C2 C2C2C2C2C2C2C2 C2 C2 C2C2C2C2 C2C2C2C2C2C2C2C2C2C2C2C2 C2 C2C2 C2C2C2C2 C2CR1CR1TV CR1CR1 CR1CSS CSS CSS CSS CSS CSS CSS CSS CSS CSS CSS CSS C2 C2 C2 J1 1 2 3 4 6 8 9 10 11 12 13 A B C D E F G H AA TRAINING COORDINATOR'S OFFICE 252 TECH SERVICE CAPTAIN 255 LIEUT. 256 FIELD SERVICE CAPT. 257 ADMIN ASSIST. 258 SECRETARY 291 POLICE CHIEF 289 CONFERENCE 288 FIRE CHIEF 283 FIRE DIV. CHEIF 281 FIRE ANALYST 277EMS MGR 276EMPTY 275 CRIME OF VIOLENCE 210 OFFICE 209 MAILROOM 214 INTERVIEW 213 INTERVIEW 212 JUVENILE SERVICES SERGEANT 211 EOC DIRECTOR 271 SGT. OFFICE 204 OFFICE 206 ELEC. ROOM 207 VICE / NARCOTICS 202 MECHANICAL EQUIP. 221 IN-PROCESS EVID./STOR. 223 JANITOR 233 MEN 232 WORKROOM / IDF ROOM 237 WOMEN 235 WOMEN 285 SECRETARY 282 CLOSET 290 COFFEE 286 STOR. 287 CLOSET 284 FIRE ADMIN 280 CLERICAL 278 STORAGE 274 STORAGE 279 FIRE TRAINING OFFICER 272 WORK REPRO 294 MEN 292 CSI 225 HALLWAY 273 CORRIDOR 215 VEST. 268 CORRIDOR 264 RES. ASSIST. 240 SGT. OFFICE 205 OFFICE 254 CLEAN OFFICE 251 IT OFFICE 238 IT MEETING 239 CORRIDOR 262 ADMIN CSO 241 ALS ROOM 224 CORRIDOR 293 LOUNGE 244 OFFICE 253 CLERICAL POOL 261 OFFICE 208 ROOF TERRACE 245 STORAGE 242 JANITOR 243 INVESTIGATIVE SERVICES 201 ELEV. #2 EL02 STAIR #2 ST02 T400 5 T400 6 IDF ROOM 2 259 5 AP-16 AP-11 AP-15 AP-14 AP-13 AP-12 AP-08 AP-10 AP-09 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 CR-44 CR-43 CR-42 CR-46CR-45 CR-41 +66" AV-MON-2 AV-MON-2 +66" +66" AV-MON-2 AV-MON-2 +66" AV-MON-3 CR-40 CR-48 CR-47 02-28CM2+192" 1 AV-MON-3+66" CR-51 +66" CR-50 CR-49 INVESTIGATIVE SERVICES 201 CORRIDOR 215 CORRIDOR 264 CORRIDOR 267 1 225 251 223 201B 202B 240A 240B 263B 263A201A 202A 215 MATTH E W M. S A MAREREREENIGN E L ANOISSEORPD F IAN OF CA L I F O RST A TE E LACIRTCLETSIGERNo. 21648 Exp 9/30/20 CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MS 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION PROJECT MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: 1/8" = 1'-0" T204 LEVEL 02 -TECHNOLOGY RENOVATION PLAN CARLSBAD SAFTEY CENTER IMEG IMEG 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 NOR HT 1/8" = 1'-0" LEVEL 02 - TECHNOLOGY RENOVATION PLAN1 10920 VIA FRONTERA SUITE 200 SAN DIEGO, CA 92127 858.271.9808 FAX: 858.271.9932 www.imegcorp.com # 19004147.00 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP. REFERENCE SCALE IN INCHES 0 1 2 3 KEY NOTES: 1. PROTECT IN PLACE ANY AV EQUIPMENT. FOR THIS CONFERENCE ROOM. WITH THE EXCEPTION OF THE (EXISTING) AV-MON-1 AND (NEW) AV-MON-3 DISPLAY. 2. NEW LOCATION OF EXISTING CREDENTIAL READER. CONTRACTOR SHALL PROVIDE NEW CABLING AND UTILIZE SAME INPUT ON CONTROL PANEL AS INDICATED BY SYMBOL SUBSCRIPT. 2 2 2 2 2 CSS T 4 4 4 44424/6030W 30W 36W 36W36W36WSC-MPP-2 OWNER PROVIDED NETWORK EQUIPMENT SC-FDC-1 SC-MPP-2 OWNER PROVIDED NETWORK EQUIPMENT SC-FDC-1 SC-GND-1T400 3 IDF ROOM 1 132 (TYP) SC-TTB SC-ER-1 SC-VWM-1 AC-CON-1 AC-CON-1 12"x1 1/2"12"x1 1/2"12"x1 1/2"IDF ROOM 1 132 ATRIUM / REPORT WRITING 131 SC-LDR-1 T400 7 SC-GND-1 WORKROOM / IDF ROOM 237 SC-TTB (TYP) SC-VWM-1 SC-ER-1 AC-CON-1 AC-CON-1 AC-CON-1 AC-CON-1 WORKROOM / IDF ROOM 237 SC-LDR-1 12"x1 1/2"12"x1 1/2"LEVEL 01 0" SC-FDC-1 SC-MPP-1 SC-HWM-1 OWNERS SWITCH SC-MPP-1 OWNERS SWITCH SC-HWM-1 SC-HWM-1 SC-HWM-1 SC-MPP-1 OWNERS SWITCH SC-MPP-1 SC-MPP-1 OWNERS SWITCH SC-HWM-1 SC-MPP-1 OWNERS SWITCH OWNERS SWITCH SC-HWM-1 SC-MPP-1 SC-MPP-1 OWNERS SWITCH SC-HWM-1 SC-HWM-1 AV-MIX-1 SC-VWM-1 SC-ER-1 (TYP) SC-GND-2 LEVEL 02 13'-6" SC-FDC-1 OWNERS SWITCH SC-MPP-1 SC-HWM-1 OWNERS SWITCH SC-MPP-1 SC-HWM-1 OWNERS SWITCH SC-MPP-1 SC-HWM-1 SC-MPP-1 OWNERS SWITCH OWNERS SWITCH SC-MPP-1 SC-HWM-1 SC-HWM-1 OWNERS SWITCH SC-MPP-1 SC-HWM-1 SC-VWM-1 SC-ER-1 (TYP)(TYP) SC-GND-2 6 6 6 3 4 NOTES: 1. THIS RISER IS DIAGRAMMATIC AND MAY NOT SHOW ACTUAL ROUTING OR QUANTITIES OF MATERIALS SHOWN. THIS RISER IS SHOWN FOR CLARIFICATION OF CONNECTION LOCATIONS AND CABLE TYPE. ALL INFORMATION OUTLETS ARE TYPICAL OF THE OUTLETS IN THE AREA SHOWN. REFER TO FLOOR PLANS FOR MORE SPECIFIC ROUTING AND QUANTITY INFORMATION. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2. REFER TO FLOOR PLANS FOR QUANTITY OF CABLES AND JACKS TO BE INSTALLED AT EACH INFORMATION OUTLET. KEYNOTES: 1. C# INDICATES VOICE/DATA FACEPLATE CONFIGURATION. REFER TO THE INFORMATION OUTLET SCHEDULE ON T600 FOR ADDITIONAL INFORMATION. 2. RACK OR CABINET AS DEFINED ON THE TELECOM ROOM LAYOUT. REFER TO THE TELECOM ROOM REFERENCES MATRIX ON THE COVERPAGE FOR LOCATION. 3. REFER TO SPECIFICATIONS FOR FIBER PATCH CORD REQUIREMENTS. 4. RJ-45 TO RJ-45 CATEGORY 6 UTP PATCH CORDS AND RJ-45 TO RJ-45 CATEGORY 6A FOR WAP LOCATIONS. REFER TO SPECIFICATION FOR PATCH CORD REQUIREMENTS. 5. REFER TO COVERPAGE AND FLOOR PLANS FOR TELECOMMUNICATIONS ROOM LOCATIONS. 6. 23/24 GAUGE 4-PAIR, CATEGORY 6A, UNSHIELDED TWISTED PAIR CABLE, REFER TO SPECIFICATIONS. # WAP C# W 6 1 2 6-STRAND MM (OM4) 6-STRAND SM TO MDF 1 1 6 6 6 3 4 NOTES: 1. THIS RISER IS DIAGRAMMATIC AND MAY NOT SHOW ACTUAL ROUTING OR QUANTITIES OF MATERIALS SHOWN. THIS RISER IS SHOWN FOR CLARIFICATION OF CONNECTION LOCATIONS AND CABLE TYPE. ALL INFORMATION OUTLETS ARE TYPICAL OF THE OUTLETS IN THE AREA SHOWN. REFER TO FLOOR PLANS FOR MORE SPECIFIC ROUTING AND QUANTITY INFORMATION. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2. REFER TO FLOOR PLANS FOR QUANTITY OF CABLES AND JACKS TO BE INSTALLED AT EACH INFORMATION OUTLET. KEYNOTES: 1. C# INDICATES VOICE/DATA FACEPLATE CONFIGURATION. REFER TO THE INFORMATION OUTLET SCHEDULE ON T600 FOR ADDITIONAL INFORMATION. 2. RACK OR CABINET AS DEFINED ON THE TELECOM ROOM LAYOUT. REFER TO THE TELECOM ROOM REFERENCES MATRIX ON THE COVERPAGE FOR LOCATION. 3. REFER TO SPECIFICATIONS FOR FIBER PATCH CORD REQUIREMENTS. 4. RJ-45 TO RJ-45 CATEGORY 6 UTP PATCH CORDS AND RJ-45 TO RJ-45 CATEGORY 6A FOR WAP LOCATIONS. REFER TO SPECIFICATION FOR PATCH CORD REQUIREMENTS. 5. REFER TO COVERPAGE AND FLOOR PLANS FOR TELECOMMUNICATIONS ROOM LOCATIONS. 6. 23/24 GAUGE 4-PAIR, CATEGORY 6A, UNSHIELDED TWISTED PAIR CABLE, REFER TO SPECIFICATIONS. # WAP C# W 6 1 2 6-STRAND MM (OM4) 6-STRAND SM TO MDF 1 1 MATTH E W M. S A MAREREREENIGN E L ANOISSEORPD F IAN OF CA L I F O RST A TE E LACIRTCLETSIGERNo. 21648 Exp 9/30/20 CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MS 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION PROJECT MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: As indicated T400 ENLARGED PLANS -TECHNOLOGY / DETAILS CARLSBAD SAFTEY CENTER IMEG IMEG 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 1/4" = 1'-0"1 EQUIPMENT PLAN TR-1 1/4" = 1'-0"2 PATHWAY PLAN TR-1 1/4" = 1'-0"5 EQUIPMENT PLAN TR-2 1/4" = 1'-0"6 PATHWAY PLAN TR-2 10920 VIA FRONTERA SUITE 200 SAN DIEGO, CA 92127 858.271.9808 FAX: 858.271.9932 www.imegcorp.com # 19004147.00 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP. REFERENCE SCALE IN INCHES 0 1 2 3 1" = 1'-0"3 EQUIPMENT RACK ELEVATION TR-1 1" = 1'-0"7 EQUIPMENT RACK ELEVATION TR-2 12" = 1'-0"4 CONNECTIVITY RISER DIAGRAM-TR-1 12" = 1'-0"8 CONNECTIVITY RISER DIAGRAM-TR-2 SC-GND-1 NEAREST ELECTRICAL PANEL EQUIPMENT RACK(S) EQUIPMENT CABINET(S) BUILDING STEEL CATV EQUIPMENT ACCESS CONTROL EQUIPMENT LADDER RACK (CONTINUOUS BOND) CABLE TRAY (CONTINUOUS BOND) METALLIC CONDUITS AND SLEEVES SURGE SUPPRESSION DEVICE(S) SC-GND-1 SC-GND-1 REFER TO ARCHITECTURAL PLANS FOR WALL CONSTRUCTION SINGLE GANG PLASTER RING TO COME WITHIN 1/8" OF FINAL SURFACE STUD 1" EMT CONDUIT. REFER TO DETAIL NOTES FOR ADDITIONAL REQUIREMENTS NYLON BUSHING J-HOOK NOTES: 1. 1" EMT CONDUIT SHALL STUB UP TO NEAREST ACCESSIBLE CEILING AND TERMINATE ORIENTED HORIZONTALLY AT THE HEIGHT OF THE ASSOCIATED CABLE TRAY OR J-HOOK ROUTE. CONDUIT RUN SHALL NOT CONTAIN MORE THAN 180 DEGREES OF BEND BETWEEN ACCESSIBLE JUNCTION BOXES OR BETWEEN JUNCTION BOX AND END OF CONDUIT. 2. WHERE CONDUIT STUB IS LOCATED IN A ROOM WITH AN ACCESSIBLE CEILING AND IS NOT REQUIRED TO RUN TO CABLE ROUTE LOCATED OUTSIDE THE ROOM, STUB MUST TERMINATE ABOVE THE ACCESSIBLE CEILING WITH A 90-DEGREE BEND AT THE TOP ORIENTED IN TO THE ROOM AT THE HEIGHT OF THE ASSOCIATED CABLE TRAY OR J-HOOK ROUTE IN THE ROOM. 3. ALL STUBS MUST BE FITTED WITH A NYLON BUSHING ON EACH END OF THE CONDUIT. 4. INSTALLING CONTRACTOR SHALL FURNISH AND INSTALL FIRESTOP MATERIALS FOR TECHNOLOGY ROUGH- INS PER PROJECT REQUIREMENTS. REFER TO SPECIFICATIONS FOR FIRESTOP REQUIREMENTS. LID SHALL BE MARKED "TELECOMMUNICATIONS ". MOUSE HOLES - (4). CONDUIT ENTRY PENETRATION NOT TO EXCEED 25 PERCENT OF SIDE WALL AREA. STAINLESS STEEL HEX HEAD BOLT W/WASHER PULL SLOT SKID RESISTANT SURFACE EXTENSIONS AS REQUIRED BY CONDUIT DEPTH KNOCKOUTS - (8) SLOPE GRADE AWAY FROM COVER 1" IN 3' GRAVEL DRAINAGE BED MINIMUM 6" DEPTH. MINIMUM SIZE GRAVEL 1". NOTES: 1. ALL DIMENSIONS ARE NOMINAL INSIDE CLEARANCES. 2. ANY SPLICES OR DEVICES IN HANDHOLE SHALL BE SUBMERGIBLE. 3. REFER TO GENERAL TECHNOLOGY EQUIPMENT SCHEDULE FOR DIMENSIONS. 8 " E X T E N S IO N L O G O L E N G T H WIDTH D E P T H SC-HH-1 OVERHEAD CAMERA MOUNT ASSISTANCEVS-CM-3 CCTV CAMERA NOTES: 1. REFER TO ARCHITECTURAL SPECIFICATIONS FOR BASE STRUCTURAL AND MOUNTING REQUIREMENTS. 2. CONTRACTOR SHALL PROTECT FINISH AT ALL TIMES DURING CONSTRUCTION. 3. CONTRACTOR SHALL ROUTE (2) 1" RGS CONDUITS FOR POWER AND LOW VOLTAGE REQUIRED CABLES. REFER TO FLOOR PLAN SHEET T203 FOR LOCATIONS AND QUANTITIES. 4. CONTRACTOR SHALL COORDINATE COLOR AND SIGNAGE WITH OWNER PRIOR TO ORDERING EMERGENCY CALL STATIONS. ID-ECS-1 VS-CM2-W 1/2" CONDUIT TO OPEN AREA FOR 1X CAT6 CABLING TO NEAREST IDF. FINISHED WALL NOTES: 1. COORDINATE EXACT LOCATION OF CAMERA ON SITE WITH WORK BY OTHER TRADES TO ENSURE DESIRED VIEWING AREA AND SERVICE ACCESS AFTER COMPLETION OF PROJECT AND TO MINIMIZE ANY POSSIBLE DAMAGE TO INSTALLED CAMERA OR ASSOCIATED CABLING. 2. CONDUIT SHALL STUB TO NEAREST ACCESSIBLE CEILING AND TERMINATE ORIENTED HORIZONTALLY AT THE HEIGHT OF THE ASSOCIATED CABLE TRAY OR J-HOOK ROUTE. CONDUIT RUN SHALL NOT CONTAIN MORE THAN 180 DEGREES OF BEND BETWEEN ACCESSIBLE JUNCTION BOXES OR BETWEEN JUNCTION BOX AND END OF CONDUIT. WHERE CONDUIT STUBS THROUGH A WALL IN TO A CORRIDOR AND TERMINATES AT AN ASSOCIATED J-HOOK ROUTE, THE CONDUIT SHOULD ONLY EXTEND 2-4 INCHES IN TO THE CORRIDOR. WHERE CONDUIT STUBS TO AN ASSOCIATED CABLE TRAY, CONDUIT SHOULD EXTEND TO CABLE TRAY. ALL CONDUITS MUST BE FITTED WITH A NYLON BUSHING ON EACH END OF THE CONDUIT. 3. INSTALLING CONTRACTOR SHALL FURNISH AND INSTALL FIRESTOP MATERIALS FOR CAMERA ROUGH-INS PER PROJECT REQUIREMENTS. REFER TO SPECIFICATIONS FOR FIRESTOP REQUIREMENTS. 3/4" EMT CONDUIT TO NEAREST ACCESSIBLE CABLE PATHWAY 4-SQUARE JUNCTION BOX DOME CAMERA VS-CM1-C WALL OR CEILING STRUCTURE (REFER TO ARCHITECTURAL DRAWINGS) NOTES: 1. COORDINATE EXACT LOCATION OF CAMERA ON SITE WITH WORK BY OTHER TRADES TO ENSURE DESIRED VIEWING AREA AND SERVICE ACCESS AFTER COMPLETION OF PROJECT AND TO MINIMIZE ANY POSSIBLE DAMAGE TO INSTALLED CAMERA OR ASSOCIATED CABLING. 2. CONDUIT SHALL STUB TO NEAREST ACCESSIBLE CEILING AND TERMINATE ORIENTED HORIZONTALLY AT THE HEIGHT OF THE ASSOCIATED CABLE TRAY OR J-HOOK ROUTE. CONDUIT RUN SHALL NOT CONTAIN MORE THAN 180 DEGREES OF BEND BETWEEN ACCESSIBLE JUNCTION BOXES OR BETWEEN JUNCTION BOX AND END OF CONDUIT. WHERE CONDUIT STUBS THROUGH A WALL IN TO A CORRIDOR AND TERMINATES AT AN ASSOCIATED J-HOOK ROUTE, THE CONDUIT SHOULD ONLY EXTEND 2-4 INCHES IN TO THE CORRIDOR. WHERE CONDUIT STUBS TO AN ASSOCIATED CABLE TRAY, CONDUIT SHOULD EXTEND TO CABLE TRAY. ALL CONDUITS MUST BE FITTED WITH A NYLON BUSHING ON EACH END OF THE CONDUIT. 3. INSTALLING CONTRACTOR SHALL FURNISH AND INSTALL FIRESTOP MATERIALS FOR CAMERA ROUGH-INS PER PROJECT REQUIREMENTS. REFER TO SPECIFICATIONS FOR FIRESTOP REQUIREMENTS. MOLDED POLYESTER - FIBERGLASS INSULATOR COPPER GROUND CONDUCTOR FROM BUILDING SERVICE GROUND. REFER TO SPECIFICATIONS FOR DETAILS TWO HOLE COMPRESSION LUG NOTES: 1. REFER TO TECHNOLOGY EQUIPMENT SCHEDULE SC-GND-1 FOR WIDTH REQUIREMENTS. 2. REFER TO 8/T400 FOR TYPICAL TELECOM ROOM BONDING FLOW DIAGRAM. COPPER BONDING CONDUCTOR TO EQUIPMENT RACKS, CABLE TRAYS & METALLIC SLEEVES. REFER TO SPECIFICATIONS FOR DETAILS BARE COPPER GROUND BAR, INSULATORS, BRACKETS AND BONDING PROVIDED BY E.C. REFER TO TECHNOLOGY EQUIPMENT SCHEDULE SC-GND-1 5/16" Ø (TYP) 7/16" Ø (TYP) TELECOMMUNICATIONS BONDING JUMPER (TBJ) TELECOMMUNICATIONS ROOM MC-1, TR-#, (TYP.) NOTES: 1. THIS FLOW DIAGRAM IS DIAGRAMMATIC AND MAY NOT SHOW ACTUAL ROUTING OR QUANTITIES OF MATERIALS. THIS FLOW DIAGRAM IS SHOWN FOR CLARIFICATION OF CONNECTION LOCATIONS AND CONDUCTOR TYPE. ALL CONNECTIONS AND SYSTEM DEVICES SHOWN ARE TYPICAL AND NOT REPRESENTATIVE OF ACTUAL PROJECT QUANTITIES. REFER TO FLOOR PLANS AND ENLARGED FLOOR PLANS FOR ACTUAL QUANTITIES AND LOCATIONS OF DEVICES AND MORE SPECIFIC ROUTING INFORMATION. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 2. ALL CONDUCTORS IN THE TECHNOLOGY BONDING SYSTEM SHALL BE MINIMUM SIZE OF 3/0 AWG [PLENUM RATED] COPPER (GREEN OR MARKED WITH A DISTINCTIVE GREEN COLOR) UNLESS CONDUCTOR LENGTH IS LESS THAN 66 FEET. REFER TO BONDING CONDUCTOR SIZING SCHEDULE FOR SIZING CRITERIA FOR CONDUCTORS LESS THAN 66 FEET IN LENGTH. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 3. ALL BONDING CONDUCTORS AND BONDING JUMPERS SHALL BE CONNECTED BY COMPRESSION LUGS, EXOTHERMIC WELDING, OR IRREVERSIBLE COMPRESSION CONNECTORS. SOLDER IS NOT AN ACCEPTABLE MEANS OF CONNECTION. SHEET METAL SCREWS SHALL NOT BE USED TO CONNECT COMMUNICATIONS BONDING CONDUCTORS TO EQUIPMENT. WHERE NECESSARY, REMOVE PAINT AND/OR USE PAINT-PIERCING WASHERS TO PROVIDE PROPER ELECTRICAL BOND AT ALL CONNECTIONS. 4. REFER TO 6/T400 FOR BONDING BUS BAR DETAIL AND ADDITIONAL INFORMATION AND REQUIREMENTS FOR SC-GND-1. KEYNOTES: 1. REFER TO TELECOM ROOM REFERENCES SCHEDULE ON DRAWING T000 FOR TELECOMMUNICATIONS ROOM NUMBER AND LOCATION INFORMATION. 2. INCLUDES HORIZONTAL AND VERTICAL CONDUIT SLEEVES FOR TECHNOLOGY CABLING. 3. TELECOMMUNICATIONS BONDING BACKBONE (TBB). REFER TO T000 FOR TELECOMMUNICATIONS BONDING RISER DIAGRAM. 4. BONDING CONDUCTOR FOR TELECOMMUNICATIONS (BCT), TO [EXISTING] ELECTRICAL ENTRANCE INTERSYSTEM BONDING TERMINATION. REFER TO [X/XXX] FOR TELECOMMUNICATIONS BONDING RISER DIAGRAM FOR CONTINUATION AND ADDITIONAL INFORMATION AND REQUIREMENTS. [THIS CONNECTION OCCURS IN MC-1 ONLY.] 5. REFER TO THE ELECTRICAL DRAWINGS FOR LOCATION. 6. PROVIDE SC-GND-2 RACK MOUNT TELECOMMUNICATIONS BONDING BUSBAR AT EACH EQUIPMENT [RACK AND CABINET]. 7. BONDING EQUALIZER (BE). REFER TO 7/T400 FOR TELECOMMUNICATIONS BONDING RISER DIAGRAM FOR CONTINUATION AND ADDITIONAL INFORMATION AND REQUIREMENTS ON TELECOMMUNICATIONS ROOMS THAT REQUIRE BONDING EQUALIZER CONNECTIONS. 1 TELECOMMUNICATIONS BONDING JUMPER (TBJ) 3 4 7 5 2 6 TELECOMMUNICATIONS BONDING JUMPER (TBJ) 6 NOTES: 1. THIS RISER IS DIAGRAMMATIC AND MAY NOT SHOW ACTUAL ROUTING OR QUANTITIES OF MATERIALS. THIS RISER IS SHOWN FOR CLARIFICATION OF CONNECTION LOCATIONS AND CONDUCTOR TYPE. ALL CONNECTIONS AND SYSTEM DEVICES SHOWN ARE TYPICAL AND NOT REPRESENTATIVE OF ACTUAL PROJECT QUANTITIES. REFER TO FLOOR PLANS AND ENLARGED FLOOR PLANS FOR ACTUAL QUANTITIES AND LOCATIONS OF DEVICES AND MORE SPECIFIC ROUTING INFORMATION. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 2. ALL CONDUCTORS IN THE TECHNOLOGY BONDING SYSTEM SHALL BE MINIMUM SIZE OF 3/0 AWG [PLENUM RATED] COPPER (GREEN OR MARKED WITH A DISTINCTIVE GREEN COLOR) UNLESS CONDUCTOR LENGTH IS LESS THAN 66 FEET. REFER TO BONDING CONDUCTOR SIZING SCHEDULE FOR SIZING CRITERIA FOR CONDUCTORS LESS THAN 66 FEET IN LENGTH. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 3. ALL BONDING CONDUCTORS AND BONDING JUMPERS SHALL BE CONNECTED BY COMPRESSION LUGS, EXOTHERMIC WELDING, OR IRREVERSIBLE COMPRESSION CONNECTORS. SOLDER IS NOT AN ACCEPTABLE MEANS OF CONNECTION. SHEET METAL SCREWS SHALL NOT BE USED TO CONNECT COMMUNICATIONS BONDING CONDUCTORS TO EQUIPMENT. WHERE NECESSARY, REMOVE PAINT AND/OR USE PAINT-PIERCING WASHERS TO PROVIDE PROPER ELECTRICAL BOND AT ALL CONNECTIONS. 4. REFER TO 8/T400 FOR TYPICAL TELECOM ROOM BONDING FLOW DIAGRAM. 5. REFER TO TELECOM ROOM REFERENCES SCHEDULE ON DRAWING T000 FOR TELECOMMUNICATIONS ROOM NUMBER AND LOCATION INFORMATION. KEYNOTES: 1. BONDING CONDUCTOR FOR TELECOMMUNICATIONS (BCT). BCT SHALL BE THE SAME SIZE AS THE TBB OR LARGER. REFER TO BONDING CONDUCTOR SIZING SCHEDULE FOR SIZING REQUIREMENTS. [EXISTING] ELECTRICAL ENTRANCE INTERSYSTEM BONDING TERMINATION GROUNDING ELECTRODE CONDUCTOR BY OTHERS [EXISTING] ELECTRICAL GROUNDING ELECTRODE SYSTEM FIRST FLOOR MC-1 1 CONDUCTOR LENGTH IN FEET BONDING CONDUCTOR SIZING SCHEDULE MINIMUM ACCEPTABLE SIZE - AWG LESS THAN 13'6 14' - 20'4 21' - 26'3 27' - 33'2 34' - 41'1 42' - 52'1/0 53' - 66'2/0 3/0GREATER THAN 66' # TELECOMMUNICATIONS BONDING BACKBONE (TBB) (TYP) TR-1 SECOND FLOOR MATTH E W M. S A MAREREREENIGN E L ANOISSEORPD F IAN OF CA L I F O RST A TE E LACIRTCLETSIGERNo. 21648 Exp 9/30/20 CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MS 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION PROJECT MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: As indicated T500 DETAILS CARLSBAD SAFTEY CENTER IMEG IMEG 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 10920 VIA FRONTERA SUITE 200 SAN DIEGO, CA 92127 858.271.9808 FAX: 858.271.9932 www.imegcorp.com # 19004147.00 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP. REFERENCE SCALE IN INCHES 0 1 2 3 NO SCALE TECHNOLOGY ROUGH-IN MOUNTING DETAIL1 NO SCALE EXTERIOR HAND HOLE DETAIL3 NO SCALE EMERGENCY CALL STATION CAMERA MOUNT DETAIL2 NO SCALE BULLET CAMERA - WALL MOUNT4 NO SCALE DOME CAMERA WALL OR CEILING MOUNT5 NO SCALE BONDING BUS BAR DETAIL6 NO SCALE TYPICAL TELECOM ROOM BONDING FLOW DIAGRAM8 NO SCALE TECHNOLOGY BONDING RISER DIAGRAM7 SC-MPP-1 OWNER PROVIDED EQUIPMENT SC-FDC-1 SC-MPP-1 OWNER PROVIDED EQUIPMENT SC-FDC-1 SC-MPP-1 OWNER PROVIDED EQUIPMENT SC-FDC-1 ETHERNET SWITCH BY OWNER NOTES: 1. CONFIGURATIONS SHOWN IN THE DETAIL ABOVE ARE DIAGRAMMATIC, INTENDED TO DESCRIBE THE CONTROLLED SECURITY SCHEME ROUGH-IN REQUIREMENTS OF THE DOORS. DETAILS ABOVE MAY NOT ACCURATELY REPRESENT DOOR SIZE, DOOR SWING, DOOR HARDWARE, OR DOOR FUNCTIONALITY. REFER TO ARCHITECTURAL DOOR HARDWARE SCHEDULE, DOOR HARDWARE GROUPS AND DOOR HARDWARE SPECIFICATIONS FOR COMPLETE INFORMATION. MIRROR THE DETAIL AS REQUIRED. 2. ROUGH IN SHOWN IN THE DETAIL ABOVE REPRESENTS THE MINIMUM REQUIREMENTS FOR ALL CONTROLLED SECURITY SYSTEM DEVICES AND CABLING UNLESS OTHERWISE NOTED. COORDINATE EXACT REQUIREMENTS WITH SELECTED DOOR MATERIALS, DOOR HARDWARE, AND CONTROLLED SECURITY DEVICES AND CABLING PRIOR TO INSTALLATION. 3. ALL CABLING IN WALLS AND WHERE EXPOSED ON VERTICAL SURFACES SHALL BE INSTALLED IN EMT CONDUIT OR SURFACE MOUNT RACEWAY. CABLING ROUTED HORIZONTALLY ABOVE THE ACCESSIBLE CEILING MAY BE INSTALLED FREE-AIR CABLING PROPERLY RATED FOR THE CEILING ENVIRONMENT. 4. THE ELECTRICAL OR SECURITY CONTRACTOR SHALL NOT MODIFY ANY FIRE RATED DOOR AND/OR DOOR FRAME. REFER TO THE ARCHITECTURAL DOOR SCHEDULE, DOOR HARDWARE SCHEDULE, AND DOOR HARDWARE SPECIFICATION FOR ADDITIONAL INFORMATION. MODIFICATION TO ANY FIRE RATED DOOR AND/OR FRAME WILL REQUIRE A RE-CERTIFICATION OF THE DOOR AND FRAME WITH THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ). 5. INSTALLING CONTRACTOR SHALL FURNISH AND INSTALL FIRESTOP MATERIALS FOR ALL CONTROLLED SECURITY SCHEME ROUGH-INS PER PROJECT REQUIREMENTS. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 6. REFER TO THE CONTROLLED SECURITY SCHEME WIRING DIAGRAM ON [X/XXX] FOR CABLING REQUIREMENTS AND THE CONTROLLED SECURITY SCHEME SCHEDULE ON [X/XXX] FOR ADDITIONAL INFORMATION. 7. INSTALLATION SHALL INCLUDE ALL POWER REQUIRED FOR SYSTEM OPERATION INCLUDING +120VAC. REFER TO THE SUGGESTED MATRIX OF SCOPE RESPONSIBILITY FOR ADDITIONAL INFORMATION. KEYNOTES: 1. PROVIDE JUNCTION BOXES IN THE DOOR FRAME WHERE SHOWN ON THIS DETAIL. ROUGH-IN SHALL BE PROVIDED WHETHER THE CURRENT SECURITY SCHEME UTILIZES THEM OR NOT. ALL CONDUITS SHALL BE EMT CONDUIT UNLESS OTHERWISE NOTED. FLEXIBLE CONDUIT OF ANY TYPE WILL NOT BE ACCEPTED. COORDINATE INSTALLATION WITH ON-SITE DOOR FRAME INSTALLATION CONTRACTOR. 2. ALL DOOR POSITION SWITCHES ARE REQUIRED TO BE RECESSED UNLESS OTHERWISE NOTED. ELECTRIC HINGE MONITORS ARE NOT AN ACCEPTABLE REPLACEMENT FOR THE RECESSED DOOR POSITION SWITCH. 3. DOUBLE GANG BACKBOX WITH SINGLE GANG PLASTER RING. REFER TO FLOOR PLAN(S) FOR ACTUAL CREDENTIAL READER TYPE AND ROUGH-IN LOCATIONS. 4. CONDUIT SHALL ROUTE FROM THE CREDENTIAL READER TO THE SECURE SIDE OF THE DOOR. CONDUIT SHALL ROUTE [A MINIMUM OF 12" FROM THE JUNCTION BOX.][TO THE NEAREST TELECOM ROOM.][TO NEAREST CABLE TRAY.][TO THE NEAREST SECURITY PANEL.][TO THE MAIN TELECOM ROOM] [PROVIDE A NYLON BUSHING ON CONDUIT END]. 5. MOUNT A MINIMUM 4" SQUARE 2-1/8" DEEP JUNCTION BOX WITH BLANK COVER PLATE ON THE SECURE SIDE OF THE DOOR ABOVE ACCESSIBLE CEILING. INSTALLING CONTRACTOR SHALL SIZE THE JUNCTION BOXES PER SYSTEM INSTALLATION REQUIREMENTS AND APPLICABLE CODES. MAINTAIN ACCESS TO THE JUNCTION BOX. 6. PROVIDE A HORIZONTALLY MOUNTED SINGLE GANG BACKBOX FOR THE REQUEST TO EXIT SENSOR. REFER TO THE CONTROLLED SECURITY SCHEME SCHEDULE ON [X/XXX] FOR DOORS THAT REQUIRE THIS ROUGH-IN. 7. CONDUIT SHALL ROUTE [A MINIMUM OF 12" FROM THE JUNCTION BOX.][TO THE NEAREST TELECOM ROOM.][TO NEAREST CABLE TRAY.][TO THE NEAREST SECURITY PANEL.][TO THE MAIN TELECOM ROOM][PROVIDE A NYLON BUSHING ON CONDUIT END]. 8. CONDUIT INSTALLED IN PERMANENT MULLIONS ONLY. REFER TO THE ARCHITECTURAL DOOR SCHEDULE AND DOOR HARDWARE GROUPS FOR LOCATIONS THAT REQUIRE THIS ROUGH-IN. PROVIDE A NYLON BUSHING ON THE CONDUIT END. DOOR FRAME ROUGH-IN DIAGRAM (ALL SINGLE DOORS) DOOR FRAME ROUGH-IN DIAGRAM (ALL DOUBLE DOORS WITH OR WITHOUT MULLION) FINISHED ACCESSIBLE CEILING MINIMUM 3/4" EMT CONDUIT TO ABOVE THE ACCESSIBLE CEILING FINISHED FLOOR CREDENTIAL READER ROUGH-IN 3 DOOR CONTACT ROUGH-IN MINIMUM 1" EMT CONDUIT 11 REQUEST TO EXIT DEVICE ROUGH-IN FOR DOOR HARDWARE POWER SUPPLIES 1/2" EMT CONDUIT MINIMUM (TYP.)4'-0"1 MINIMUM 1" EMT CONDUITFOR DOOR HARDWARE POWER SUPPLIES MINIMUM 3/4" EMT CONDUIT TO ABOVE THE ACCESSIBLE CEILING CREDENTIAL READER ROUGH-IN 3 REQUEST TO EXIT DEVICE ROUGH-IN DOOR CONTACT ROUGH-IN 1 4'-0"2 2 4 4 5 5 5 5 66 4"4"4" 7 7 8 6"6"FIRST FLOOR MAIN TELECOMMUNICATIONS ROOM -MDF / MPOE FROM SERVICE PROVIDER INCOMING EXISTING FIBER OPTIC CABLE 6 5 TELECOMMUNICATIONS ROOM -TR-2 SECOND FLOOR 1 NOTES: 1. THIS RISER IS DIAGRAMMATIC AND MAY NOT SHOW ACTUAL ROUTING OR QUANTITIES OF MATERIALS SHOWN. THIS RISER IS SHOWN FOR CLARIFICATION OF CONNECTION(S), LOCATIONS AND CABLE TYPE. ALL INFORMATION OUTLETS ARE TYPICAL OF THE OUTLETS IN THE AREA SHOWN. REFER TO FLOOR PLANS FOR MORE SPECIFIC ROUTING INFORMATION. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 2. REFER TO FLOOR PLANS FOR QUANTITY OF CABLES AND JACKS TO BE INSTALLED AT EACH INFORMATION OUTLET. KEYNOTES: 1. REFER TO KEYNOTE #1 ON T201 AND T202. REMOVE ALL ALL EXISTING DATA FROM DESK WORKSTATIONS, PRINTERS, ACCESS POINTS AND OTHER DATA BACK TO SOURCE PATCH PANEL. 2. C# INDICATES VOICE/DATA FACEPLATE CONFIGURATION. REFER TO THE INFORMATION OUTLET SCHEDULE ON T601 FOR ADDITIONAL INFORMATION. REFER TO SPECIFICATIONS SECTION 27 15 00 FOR ADDITIONAL INFORMATION. 3. INFORMATION OUTLET INSTALLED IN E.C. PROVIDED AND INSTALLED FLOOR BOX. 4. RACK OR CABINET AS DEFINED ON THE TELECOM ROOM LAYOUT. REFER TO THE TELECOM ROOM REFERENCES MATRIX ON THE COVERPAGE FOR LOCATION. 5. REFER TO SPECIFICATIONS FOR FIBER PATCH CORD REQUIREMENTS. 6. RJ-45 TO RJ45 CATEGORY 6 UTP PATCH CORDS, REFER TO SPECIFICATIONS. 7. 4-PAIR, CATEGORY 6 UNSHIELDED TWISTED PAIR CABLE, REFER TO SPECIFICATIONS. 8. 18G SHLD 12 CONDUCTOR COPPER. 9. ---[__]---MM/---[__]---SM FIBER OPTIC CABLE. 10. REFER TO SPECIFICATIONS FOR COPPER PATCH CORD REQUIREMENTS. 11. REFER TO COVERPAGE AND FLOOR PLANS FOR TELECOMMUNICATIONS ROOM LOCATIONS. 12. REFER TO FLOORPLANS FOR QUANTITIES OF CAMERAS TO BE INSTALLED. CEILING/FLOOR SPACE 4 TELECOMMUNICATIONS ROOM -TR-1 6 5 4 CEILING/FLOOR SPACE 1 1 1 C# C# C# C# W 9 1 1 6 5 4 2 3 2 2 2 C# C# C# C# W 2 7 2 3 2 2 2 C# C# C# C# W 2 7 12 1 12 12 ETHERNET ELECTRIC DOOR LOCKING HARDWARE (TYP.) (TYP.) +48" AFF +120V TYPICAL TELECOM ROOM 9/C #18 AWG SH 2/C #18 AWG USH 2/C #18 AWG USH 4/C #18 AWG USH (TYP.) 1 NOTES: 1. THIS DIAGRAM IS DIAGRAMMATIC AND MAY NOT SHOW ACTUAL DEVICE QUANTITIES OR LOCATIONS. ALL DEVICES SHOWN ARE TYPICAL AND MAY NOT REFLECT EVERY WIRE OR CONNECTION THAT MUST BE MADE. WIRING SHOWN ON THIS DIAGRAM REFLECTS THE REQUIREMENTS FOR THE BASIS OF DESIGN MANUFACTURER. ANY CHANGES REQUIRED DUE TO THE T.C.'S SELECTION OF AN ALTERNATE MANUFACTURER, INCLUDING ANY POWER REQUIRED FOR FIELD LOCATED SECURITY CONTROLLERS, SHALL BE INCLUDED IN THE T.C.'S BID. #KEYNOTES: 1. CATEGORY 6 RJ-45 TO RJ-45 PATCH CABLE. 2. REFER TO FLOOR PLANS FOR LOCATIONS AND LAYOUT OF INFORMATION OUTLETS TO BE PROVIDED BY T.C. 3. CATEGORY 6 CABLING FROM INFORMATION OUTLET TO MODULAR PATCH PANEL IN AREA SERVING TELECOM ROOM. AC-CON-1 REX DC CR1 MATTH E W M. S A MAREREREENIGN E L ANOISSEORPD F IAN OF CA L I F O RST A TE E LACIRTCLETSIGERNo. 21648 Exp 9/30/20 CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MS 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION PROJECT MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: As indicated T501 DETAILS CARLSBAD SAFTEY CENTER IMEG IMEG 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 10920 VIA FRONTERA SUITE 200 SAN DIEGO, CA 92127 858.271.9808 FAX: 858.271.9932 www.imegcorp.com # 19004147.00 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP. REFERENCE SCALE IN INCHES 0 1 2 3 NO SCALE CONTROLLED SECURITY SCHEME DOOR ROUGH-IN DETAIL1 NO SCALE FIBER AND COPPER RISER DIAGRAM2 NO SCALE ACCESS CONTROL RISER DIAGRAM3 MATTH E W M. S A MAREREREENIGN E L ANOISSEORPD F IAN OF CA L I F O RST A TE E LACIRTCLETSIGERNo. 21648 Exp 9/30/20 CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MS 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION PROJECT MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: T600 SCHEDULE CARLSBAD SAFTEY CENTER IMEG IMEG 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 10920 VIA FRONTERA SUITE 200 SAN DIEGO, CA 92127 858.271.9808 FAX: 858.271.9932 www.imegcorp.com # 19004147.00 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP. REFERENCE SCALE IN INCHES 0 1 2 3 CM3 x x 3072 2048 x Color .16 lux (F2.0) B/W .003 lux IRE F2.0 1-100 H.265 / H.264 / MPEG 4 60fps x x x x x 1.6mm F2.0 x x x 6 x x x x WHITE ALUMINIUM x x x x x x AXIS M35057 PLVE 360DEG DOME CM2 x x 2560 1920 x Color .07 lux (F1.2) B/W 0 lux (IR on) (2-1/12,000sec) H.265 / H.264 / MPEG 4 30fps x x x x x 3.7 - 9.4mm (2.5X) motorized varifocal x x x 5 x x x x x x x DARK GREY ALUMINIUM x x x x x HANWHA TECHWIN XNO-8080R BULLET CM1 x x 2560 1920 x Color .07 lux (F1.2) B/W 0 lux (IR on) (2-1/12,000sec) H.265 / H.264 / MPEG 4 30fps x x x x x 3.9 - 9.4mm (2.5X) motorized varifocal x x x 5 x x x x x x IVORY ALUMINIUM x x x x x HANWHA TECHWIN XNV-8080R DOME1/4"1/3"1 / 1.8"1/2"HORIZONTALVERTICALDYNAMIC LOW LIGHTWIDE DYNAMIC RANGEMINIMUM ILLUMINATION DAY / NIGHTINFRAREDUTP VIA BALUNFIBER TX/RX TERMINATIONDIGITAL ZOOMWIRELESSTCP/IPCCDCMOSDAYLIGHTAUTO IRISAUTO ZOOMMEGAPIXELDAY / NIGHTRECESSED DOMESURFACE MOUNT DOMEPENDANT MOUNT DOMELINEAR CAMERA HOUSINGEXPOSED CAMERACEILING PENDANTWALL PENDANTWALL MOUNTCEILING MOUNTPOLE MOUNTCORNER MOUNTPARAPET MOUNTSPECIALTY HOUSING (SEENOTES)INDOOR (NEMA 1)OUTDOOR (NEMA 3R IP67 IP66)ENVIROMENTAL (NEMA 4X)VANDAL RESISTANT (IK10)DETENTION GRADEENVIROMENTAL SENSORSENCLOSURE WIPER BLADEINTERNAL BLOWE FANSUN SHIELDPRESURIZED (NEMA 6P)SMOKED DOMECAMERA TYPE CODEPTZ CAMERAFIXED CAMERASENSOR SIZE MAXIMUM RESOLUTION SENSITIVITY TYPE SHUTTER SPEEDCOMPRESSION CODEC MAXIMUM FRAME RATEFEATURES FOCAL LENGTH FEATURES TYPE MOUNT FINISH FEATURES CAMERA LENS ENCLOSURE BASIS OF DESIGN NOTES VIDEO SURVEILLANCE CAMERA TYPE SCHEDULE CR-51 201B AC-CR1-W x x x INVESTIGATIONS-2 NEW CR-50 201A AC-CR1-W x x x INVESTIGATIONS-1 NEW CR-49 215 AC-CR1-W x x x CORRIDOR 215-1 NEW CR-48 263B AC-CR1-W x x x CORRIDOR 264 -2 NEW CR-47 263A AC-CR1-W x x x CORRIDOR 264 -1 NEW CR-46 251 AC-CR1-W x x x CLEAN OFFICE CSI ENTRANCE NEW CR-45 225 AC-CR1-W x x x CSI LAB ENTRANCE NEW CR-44 202A AC-CR-W x x x VICE NARCOTICS A / SAME REMOVE AND RELOCATE CR-43 202B AC-CR-W x x x VICE NARCOTICS B / SAME REMOVE AND RELOCATE CR-42 240A AC-CR-W x x x I.T. OFFICE B / SAME REMOVE AND RELOCATE CR-41 240B AC-CR-W x x x I.T. OFFICE A / SAME REMOVE AND RELOCATE CR-40 223 AC-CR-W x x x IN PROCESS EVIDENCE / SAME REMOVE AND RELOCATE SECOND FLOOR CR-28 132 AC-CR-W x x x ENTRANCE IDF ROOM TR-1 NEW CR-27 108C AC-CR-W x x x EXTERIOR INGRESS TRAFFIC SUPERVISOR NEW CR-26 101A AC-CR-W x x x EGRESS FROM LOBBY NEW CR-25 101B AC-CR-W x x x ENTRANCE PUBLIC COUNTER EMPLOYEE NEW CR-24 AC-CR-W EXTERIOR EMPLOYEE PARKING GATE EXISTING PROTECT IN PLACE CR-23 AC-CR-W EXTERIOR OFFICER PARKING GATE EXISTING PROTECT IN PLACE CR-22 108D AC-CR-W EXTERIOR INGRESS WEST ENTRANCE EXISTING PROTECT IN PLACE CR-21 196 AC-CR-W x x x EXTERIOR INGRESS LOBBY FRONT REMOVE AND RELOCATE CR-20 AC-CR-W EXTERIOR INGRESS SE CORIDOR EXISTING PROTECT IN PLACE CR-19 133B AC-CR-W x x x WATCH COMMANDER ENTRANCE REMOVE AND RELOCATE CR-18 109A AC-CR-W RECORDS ENRANCE EXISTING PROTECT IN PLACE CR-17 197 AC-CR-W x x x STAIR ENTRANCE FIRST FLOOR REMOVE AND RELOCATE CR-16 EL01 AC-CR-W ELEVATOR EXISTING PROTECT IN PLACE CR-15 108B AC-CR-W x x x TRAFFIC OFFICE / TRAFFIC SUPERVISOR REMOVE AND RELOCATE CR-14 126 AC-CR-W x x x BATTERY SHOTGUN ENTRANCE REMOVE AND RELOCATE CR-13 156A AC-CR1-W x x x EXTERIOR INGRESS BAG TAG NEW CR-12 146B AC-CR1-W x x x LOUNGE ENTANCE NEW CR-11 147A AC-CR1-W x x x 911 CENTER DISPATCH ENRANCE B NEW CR-10 156B AC-CR-W x x x BAG TAG ENTRANCE REMOVE AND RELOCATE CR-09 144 AC-CR-W 911 CENTER DISPATCH ENRANCE A EXISTING PROTECT IN PLACE CR-08 143 AC-CR-W x x x MPOE MDF ROOM ENTRANCE REMOVE AND RELOCATE CR-07 142 AC-CR-W x x x 911 EQUIPMENT ROOM ENTRANCE REMOVE AND RELOCATE CR-06 141 AC-CR-W x x x CRIME ANALYST ENTRANCE REMOVE AND RELOCATE CR-05 157B AC-CR-W EVIDENCE ENTRANCE EXISTING PROTECT IN PLACE CR-04 000 AC-CR-W JAIL ENTRANCE EXISTING PROTECT IN PLACE CR-03 196 AC-CR-W REAR ENTRANCE EXISTING PROTECT IN PLACE CR-02 158B AC-CR-W INGRESS TO NARCOTICS EXISTING PROTECT IN PLACE CR-01 000 AC-CR-W INGRESS DOOR INTO JAIL EXISTING PROTECT IN PLACE FIRST FLOOR CREDENTIAL READER TYPEMULTIPLE CREDENTIAL READERS OPERATES SING...OPERATES MULTIPLE DOORSWIRELESSAUTOMATIC DOOR OPERATORELEVATORLOCKED BY EMERGENCY DURESS SEQUENCEINFANT PROTECTIONREMOTE UNLOCK VIA INTERCOM MASTERREMOTE UNLOCK PUSHBUTTONINTRUSION DETECTIONREMOTE UNLOCK FIRE COMMAND CENTERVIDEO SURVEILLANCEWANDER PREVENTION SYSTEMINTERNAL ELECTRIFIED HARDWARE CONNECTIONLOCAL PUSHBUTTON DOOR HARDWARE OVERRIDEMOTION DETECTORELECTRONIC LOCKING HARDWARE (BY OTHERS)MAG LOCKLATCH STATUS DETECTIONLOCAL ALARM HORNMONITOR LATCH BOLTMONITOR DOOR POSITION SWITCH SPDTMONITOR DOOR POSITION SWITCH DPDTMONITOR DOOR POSITION SWITCH FOR...DELAYED EGRESSLOCAL 120VACPOWER SUPPYSCHEDUE BASED LOCKINGVISUAL STROBEDESCRIPTION NOTESCR ID # ARCH DOOR #ROUGH IN ONLYCREDENTIAL READER INTEGRATION REQUEST TO...DOOR HARDWARE OTHER (REFER TO... ELECTRONIC DOOR HARDWARE SUCH AS ELECTRONIC STRIKES, ELECTRONIC LATCH RETRACTION, ETC. SHALL BE PROVIDED BY OTHERS. REFER TO THE GENERAL TECHNOLOGY EQUIPMENT SCHEDULE ON T601 FOR CREDENTIAL READER TYPE INFORMATION CONTROLLED SECURITY SCHEME (CSS) TYPE SCHEDULE 02-28 TR-2 EXTERIOR-BACK SIDE OF BUILDING SECOND FLOOR EXTERIOR- STORAGE LOCKERS BACK SIDE OF PARKING LOT OVERVIEW WALL BULLET 4 / T-400 x CM2 NEW LOCATION / NEW CAMERA 01-27 TR-1 INTERIOR- LOBBY NORTH EAST / INTERIOR LOBBY NORTH EAST INTERIOR LOBBY FACING INGRESS DOORS / INTERIOR LOBBY FACING INGRESS DOORS CEILING DOME 5 / T-400 x CM1 EXSITING / MOVE AND REPLACE WITH NEW 01-26 TR-1 INTERIOR- LOBBY SOUTH WEST / ENTRY VESTABULE INTERIOR LOBBY / INTERIOR VESTABULE FACING INGRESS DOORS CEILING DOME 5 / T-400 x CM1 EXSITING / MOVE AND REPLACE WITH NEW 01-25 TR-1 OUT-FRONT LOBBY DOORS CORNER INGRESS LOBBY DOORS WALL BULLET 4 / T-400 x CM2 EXISTING / REPLACE WITH NEW 01-24 TR-1 OUT-FRONT LOBBY DOORS / OVER ECS EGRESS LOBBY DOORS / 360 DEG FRONT ENTRY WALL BULLET / DOME ECS MOUNT 2 / T-400 x CM3 EXISTING / MOVE AND REPLACE WITH NEW 01-23 TR-1 EXTERIOR- NORTH WEST CORNER OF BUILDING EXTERIOR - NORTH WEST CORNER VIEW WALL BULLET 4 / T-400 x CM2 EXISTING / REPLACE WITH NEW 01-22 TR-1 EXTERIOR- NORTH REAR DOOR NEXT TO DOOR EXTERIOR-DOOR AREA AND APROCHING WALL BULLET 4 / T-400 x CM2 EXISTING / REPLACE WITH NEW 01-21 TR-1 EXTERIOR- NORTH REAR DOOR OVER DOOR EXTERIOR- DOOR INGRESS WALL BULLET 4 / T-400 x CM2 EXISTING / REPLACE WITH NEW 01-20 TR-1 EXTERIOR- OFFICER PARKING AREA GATE EXTERIOR - OFFICER PARKING AREA POLE BULLET 4 / T-400 x CM2 EXISTING / REPLACE WITH NEW 01-19 TR-1 EXTERIOR -EAST EMPLOYEE PARKING ENTRANCE EXTERIOR -EAST EMPLOYEE PARKING ENTRANCE POLE BULLET 4 / T-400 x CM2 EXISTING / REPLACE WITH NEW 01-18 TR-1 EXTERIOR -SOUTH EAST CORNER OF BUILDING FRONT OF BUILDING WALL BULLET 4 / T-400 x CM2 EXISTING / REPLACE WITH NEW 01-17 TR-1 EXTERIOR-ENRTY EAST DOOR EAST PARKING LOT WALL BULLET 4 / T-400 x CM2 EXISTING / REPLACE WITH NEW 01-16 TR-1 EXTERIOR-ENRY EAST DOOR INGERESS EAST ENTRY DOOR WALL BULLET 4 / T-400 x CM2 EXISTING / REPLACE WITH NEW 01-15 TR-1 INTERIOR -EVIDENCE LOCKERS INTERIOR - EVIDENCE LOCKERS CEILING DOME 5 / T-400 x CM1 EXISTING / MOVE AND REPLACE WITH NEW 01-14 TR-1 EXTERIOR- SALLY PORT EXTERIOR SALLY PORT VIEW TOWARDS INTAKE DOOR WALL BULLET 4 / T-400 x CM2 EXISTING / REPLACE WITH NEW 01-13 TR-1 EXTERIOR-EVIDENCE VEHICLES EXTERIOR ENTRY TO EVIDENCE VEHICLES WALL BULLET 4 / T-400 x CM2 EXISTING / REPLACE WITH NEW 01-12 TR-1 INTERIOR -EVIDENCE INTERIOR - EVIDENCE CEILING DOME 5 / T-400 x CM1 EXISTING / REPLACE WITH NEW 01-11 TR-1 INTERIOR- NARCOTICS INTERIOR-NARCOTICS CEILING DOME 5 / T-400 x CM1 EXISTING / REPLACE WITH NEW 01-10 TR-1 INTERIOR- PROPERTY AND EVIDENCE INTERIOR- PROPERTY AND EVIDENCE CEILING DOME 5 / T-400 x CM1 EXISTING / MOVE AND REPLACE WITH NEW 01-09 TR-1 EXTERIOR- SALLY PORT OVER INTAKE DOOR SALLY PORT FROM INTAKE DOOR WALL BULLET 4 / T-400 x CM2 EXISTING / REPLACE WITH NEW 01-08 TR-1 CELL # UNKNOWN CELL INTERIOR UNKNOWN EXISTING x EXISTING TO REMAIN NOT IN SCOPE TO REMAIN OPERATIONAL ON OLD SYSTEM 01-07 TR-1 SAFETY CELL SAFETY CELL INTERIOR UNKNOWN EXISTING x EXISTING TO REMAIN NOT IN SCOPE TO REMAIN OPERATIONAL ON OLD SYSTEM 01-06 TR-1 CELL # UNKNOWN CELL INTERIOR UNKNOWN EXISTING x EXISTING TO REMAIN NOT IN SCOPE TO REMAIN OPERATIONAL ON OLD SYSTEM 01-05 TR-1 CELL # UNKNOWN CELL INTERIOR UNKNOWN EXISTING x EXISTING TO REMAIN NOT IN SCOPE TO REMAIN OPERATIONAL ON OLD SYSTEM 01-04 TR-1 JAIL INTAKE ROOM JAIL INTAKE ROOM UNKNOWN EXISTING x EXISTING TO REMAIN NOT IN SCOPE TO REMAIN OPERATIONAL ON OLD SYSTEM 01-03 TR-1 JAIL ENTRY FRON SALLY PORT INTERIOR- ENTRY FROM SALLY PORT UNKNOWN EXISTING x EXISTING TO REMAIN NOT IN SCOPE TO REMAIN OPERATIONAL ON OLD SYSTEM 01-02 TR-1 JAIL OVERVIEW OUTSIDE CELLS OUTSIDE CELLS UNKNOWN EXISTING x EXISTING TO REMAIN NOT IN SCOPE TO REMAIN OPERATIONAL ON OLD SYSTEM 01-01 TR-1 JAIL INTERVIEW ROOM UNKNOWN EXISTING x EXISTING TO REMAIN NOT IN SCOPE TO REMAIN OPERATIONAL ON OLD SYSTEM CAMERA # TELECOM ROOM # LOCATION FIELD OF VIEW DESCRIPTION MOUNTING TYPE DETAIL REFERENCE IP ETHERNETANALOGADDITIONAL INFORMATION NOTES INDIVIDUAL CAMERA REQUIREMENTS SCHEDULE 1 2 2-Port Faceplate IDENTIFICATION IDENTIFICATION PAIR 3 PAIR 1PAIR 2 PAIR 4 WO WGO BL WBL G WBRBR 1 32 4 5 6 7 8 ANSI/TIA/EIA T568B PIN/PAIR ASSIGNMENT REFER TO SPECIFICATIONS FOR IDENTIFICATION REQUIREMENTS (TYP.) NUMBER INDICATES FACEPLATE POSITION (TYP.)MATTH E W M. S A MAREREREENIGN E L ANOISSEORPD F IAN OF CA L I F O RST A TE E LACIRTCLETSIGERNo. 21648 Exp 9/30/20 CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MS 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION PROJECT MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: 12" = 1'-0" T601 SCHEDULE CARLSBAD SAFTEY CENTER IMEG IMEG 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 10920 VIA FRONTERA SUITE 200 SAN DIEGO, CA 92127 858.271.9808 FAX: 858.271.9932 www.imegcorp.com # 19004147.00 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP. REFERENCE SCALE IN INCHES 0 1 2 3 SUPPORT FOR POSSIBLE RELOCATION AFTER WIRELESS SURVEY. 1. LOCATION OF FUTURE OR OWNER PROVIDED WIRELESS ACCESS POINT. PROVIDE A 20' SLACK COIL AT THE NEAREST CABLE SCHEDULE NOTES:TV F-CONNECTOR RG6 COAX BLANK BLANK FILLER MODULE 2.REFER TO SPECIFICAITONS SECTION 27 05 53 FOR ADDITIONAL INFORMATION ON LABELING REQUIREMENTS.VOICE CAT 6 RJ-45 1. PROVIDE REMOVABLE BLANK INSERT(S) FOR ALL UNUSED PORTS.DATA CAT 6 RJ-45 NOTES:LEGEND SINGLE GANG WALLPLATES INFORMATION OUTLET SCHEDULE CONFIGURATION FACEPLATE PORTSFACEPLATE PORT IDENTIFICATION NOTESPOSITION 1 JACK TYPEPOSITION 2 JACK TYPEPOSITION 3 JACK TYPEPOSITION 4 JACK TYPEPOSITION 5 JACK TYPEPOSITION 6 JACK TYPEC1-WAP 1 DATA NO FACEPLATE JUST THE SINGLE GANG RING AND A KEYSTONE. C2 2 DATA VOICE C10 0 N/A N/A SEE KEYNOTE #11 SHEET T-203 FOR FURTHER DETAILS TV 2 DATA TV WAP 2 DATA DATA THE EQUIPMENT LIST ABBREVIATIONS AND THE GENERAL TECHNOLOGY EQUIPMENT SCHEDULE ARE FOR THE CONVENIENCE OF THE CONTRACTOR. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF QUANTITIES AND SHALL FURNISH ALL MATERIAL REQUIRED, WHETHER SPECIFIED OR NOT, TO PRODUCE A SATISFACTORY WORKING SYSTEM. CATALOG NUMBERS ARE NOT TO BE CONSIDERED COMPLETE BUT ARE GIVEN ONLY TO AID THE CONTRACTOR IN THE SEARCH FOR MATERIAL. NO MATERIAL SHALL BE ORDERED BY MANUFACTURER AND CATALOG NUMBER ONLY. EACH CONTRACTOR SHALL FIRST READ THE COMPLETE DESCRIPTION OF THE MATERIAL ON THESE DRAWINGS AND SPECIFICATIONS. THE FIRST MANUFACTURER LISTED IS THE BASIS OF DESIGN. "STANDARD COLOR" INDICATES FACTORY FINISH AVAILABLE AT NO ADDITIONAL CHARGE. GENERAL TECHNOLOGY EQUIPMENT SCHEDULE EQUIPMENT LIST ABBREVIATION EQUIPMENT LIST DESCRIPTION EQUIPMENT LIST MANUFACTURER AND MODEL AC-CON-1 ACCESS CONTROL NETWORKED CONTROLLER. 2 X CREDENTIAL READER, 2X DOOR MONITOR, 2X LOCK RELAY, 2x REQUEST TO EXIT. FOR (NEW) AC-CR1-W DEVICES AND RELATED ELECTRIFIED DOOR LATCH, REQUEST TO EXIT AND DOOR CONTACT POSITION SWITCH. AMAG SYMMETRY EDGE EN-2DBC AC-CR1-W (NEW) CARD READER 3.3" X 4.8" X 1.1" BLACK COMPATABLE WITH AMAG SYMMETRY SYSTEM. OPEN SUPERVISED DEVICE PROTOCOL (OSDP) (SIA) STANDARD. CONNECT TO (EXISTING) AMAG SYMMETRY PUBLIC SAFETY SYSTEM ON CAT6 ETHERNET. HID (NEW) RPK40 NO SUBSTITUTE AC-CR-W (EXISTING) HID CREDENTIAL READER PROTECT IN PLACE.HID EXISTING RPK40 AV-BLT-1 BLUE TOOTH RECEIVER INPUT DEVICE SINGLE GANG CAT6 CABLE TO CLOUD 46-80T FACILITY PORT.CLOUD BT-1AFB AV-INP-W LINE LEVEL AUDIO EXTENDER BALM, AUDIO OVER CAT6 CABLE 1000' RATED.GEFEN EXT-AUD-1000 AV-IS1-W INTERCOM STATION, ASSISTANCE INTERCOM WITH IP CAMERA PROVIDING DIRECT COMMUNICATION TO BUILDING. ONE BUTTON BLACK ASSISTANCE LETTERING. VANDAL RESISTANT MULTI FUNCTIONAL STAINLESS STEEL ENCLOSURE. LED ILLUMINATION, SURFACE MOUNT 4.75” W x 10.25” H x 2.875” D WEIGHT 4 lbs. SEE CODEBLUE.COM FOR ORDER FORM WITH OPTIONS. CODE BLUE CENTRY CBCE00002 AV-IS-W (EXISTING) INTERCOM STATION REMOVE AND REPLACE WITH NEW.N/A AV-MIX-1 4 ZONE 120W PER CHANNEL @ 70V INTEGRATED MIXER AMPLIFIER. REMOTE BLUETOOTH CAPABLE, REMOTE INPUT PANEL OPTIONAL WITH REMOTE VOLUME AND SOURCE SELECTOR. 2U RACK MOUNTING. CLOUD 46-120T AV-MON-1 REMOVE VIDEO DISPLAY MONITOR.N/A AV-MON-2 (NEW) 65" COMMERCIAL GRADE DIAGONAL LED DISPLAY MONITOR. 57" W 32.7" H 1.6" D 400 X 300 VESA MOUNT 4K RESOLUTION 2 HDMI PORTS. INCLUDE AV-MT1-W. ADD AV-SC-1 UNLESS OTHERWISE NOTED. SAMSUNG, LG, PLANAR OR EQUIVILANT AV-MON-3 (NEW) 85" COMMERCIAL GRADE DIAGONAL LED DISPLAY MONITOR.74.8" W 42.9" H 2.7" D 600 X 400 VESA MOUNT 4K RESOLUTION 2 HDMI PORTS. INCLUDE AV-MT2-W. ADD AV-SC-1 UNLESS OTHERWISE NOTED. SAMSUNG, LG, PLANAR OR EQUIVILANT AV-MT1-W PULL OUT PIVOT MOUNT DISPLAY DEVICE WALL MOUNT. RECESS OR SURFACE MOUNT WITH EQUIPMENT CAVITY. 200MM X 200MM VESA PLATE. 11.18" EXTENSION FOR SERVICE AND ACCESS TO REAR PANEL. 5DEG and 10 DEG TILT. 21" X 9.76" x 2.73" 20LBS WITH A 150 LB LOAD CAPACITY. LOCKING KEY WITH CABLE MANAGEMENT SLEEVE. UP TO 65" DISPLAY. PEERLESS SP850 -V2X2 AV-MT2-W PULL OUT PIVOT MOUNT DISPLAY DEVICE WALL MOUNT. RECESS OR SURFACE MOUNT WITH EQUIPMENT CAVITY. 200MM X 200MM VESA PLATE. 11.18" EXTENSION FOR SERVICE AND ACCESS TO REAR PANEL. 5DEG and 10 DEG TILT. 21" X 9.76" x 2.73" 20LBS WITH A 150 LB LOAD CAPACITY. LOCKING KEY WITH CABLE MANAGEMENT SLEEVE. ADD PLP-UNL ADAPTOR FOR UP TO 90" DISPLAY. PEERLESS SP850 -V2X2 PEERLESS PLP-UNL ADAPTOR AV-OPT-1 OPTICAL TO ANALOG AUDIO OUTPUT ADAPTOR FOR CONVERSION OF TOSLINK DISPLAY OUTPUT TO ANALOG L/R AUDIO. USED ON DISPLAY MONITOR TO SEND DISPLAY AUDIO TO AUDIO SYSTEM. GEFEN EXT-DDIGAUD-2-AAUD AV-PS1-C 6.5" INTEGRAL BACKCAN PERFORMANCE CEILING SPEAKER. 2-WAY 65HZ - 20 KHZ 140DEG CONICAL. 112DB PEAK OUTPUT 6.5" LF DRIVER .75" HF DRIVER. 70V TRANSFORMER TO BE TAPPED AT 15W. EUROBLOCK CONNECTOR 11.02" X 9.32" WHITE. QSC AD-C6T AV-S1-C ZONE PAGING SPEAKER 8" TYPICAL ROUND METAL GRILL 70V CEILING MOUNTED PAGING SPEAKER 5 W TAP AT 70V. INCLUDE TILE BRIDGE AND BACK BOX / PAGING SOURCE TELECOM SYSTEM. LOWELL R1810-72 LOWELL / BOGEN / ATLAS OR EQUIVALENT AV-SC-1 HDMI WIRELESS SCREEN CAST RX / TX DEVICE AT EACH DISPLAY MONITOR UNLESS OTHERWISE NOTED. ONE RECEIVER ONE TRANSMITTER KIT WITH UP TO 8 TX BUTTON EXPANSION. PROPRIETARY SYSTEM TO CARLSBAD NO SUBSTITUTE. BARCO CLICK SHARE CS-100 NO SUBSTITUTE AV-VC1-W REMOTE SOURCE AND VOLUME CONTROL LEVEL SINGLE GANG BLACK.CLOUD RSL-6AB ID-ECS-1 (NEW) ASSISTANCE CALL STATION TOWER, SAFTEY BLUE, IP5000 SPEAKER PHONE, PUSH FOR HELP BEZEL, 12-24V AC DC POWER STANDARD, LED FACEPLATE LIGHT, AREA LIGHT, MOUNTING RING, WHITE EMERGENCY GRAPHICS. HEIGHT 9' DIAMETER 12.75" ACCESS DOOR 14" X 9.64" ADD OPTIONAL OVERHEAD CAMERA MOUNT AND MOUNTING RING SEE CB 1-S ORDER FORM CODE BLUE.COM CODE BLUE PART#CB1S00052 N-AP1-C ACCESS POINT (EXISTING) REMOVE AND REPLACE IN NEW LOCATION.CISCO MODEL N/A N-AP2-C ACCESS POINT (NEW). SUPPLIED AND INSTALLED BY OWNERS I.T. DEPARTMENT.CISCO MODEL N/A SC-CAB-1 OUTDOOR FIBER CABINET WITH 12 LC CONNECTOR ADAPTOR PLATE. 11.5" X 9.5" X 4" CABINET OCO 12N. ADAPTOR PLATE 6112MMDLC. WALL OR PEDESTAL MOUNT ON ELECTRICAL PANEL MOUNTING STRUCTURE OR NEAR BY WALL. OCC- OCO 12N / 6112MMDLC OR EQUIVALENT SC-ER-1 2 POST SEISMIC RATED EQUIPMENT RACK. 19" EIA-310 -D COMPLIANT, MEETS TELCORDIA TECHNOLOGIES INC GR-63-CORE (NEBS) ZONE 4 REQUIRMENTS. 44U HEIGHT. 7' X 24" X 15" THREADED MOUNTING RAILS #12-24. 1000 LB LOAD CAPACITY. INCLUDES GROUNDING CONNECTION POINTS. INCLUDE: VERTICAL CABLING MANAGEMENT, CABLE MANAGEMENT FINGERS DUAL SIDED, OFFSET MOUNTING KIT, 24 OUTLET VERTICAL POWER STRIP, INSTALLATION KIT CHATSWORTH 1385-X03 RACK. CHATSWORTH 13697-001 VETICAL POWER STIP. MOUNTING KIT. CHATSWORTH 12848-704 24OUTLET 110V VERTICAL POWER STRIP. CHATSWORTH 40604-001 RACK FRAME INSTALLATION KIT. SC-FDC-1 OPTICAL FIBER DISTRIBUTION CABINET, RACK MOUNT. 96 FIBER MAXIMUM CAPACITY, FRONT LOCKING DOOR, SLIDE OUT RAILS TO FACILITATE FRONT ACCESS, JUMPER TROUGHS IN CONNECTOR PANELS TO REDUCE MOUNTING SPACE. REQUIRES (2) 19" X 1.75" RACK MOUNTING SPACES. PROVIDE WITH CLAMP AND GROUNDING KIT, COUPLING PANEL(S), JUMPERS, AND REAR MOUNTED CLOSET HOUSING PANEL(S). REFER TO SPECIFICATIONS SECTION 27 11 00 FOR ADDITIONAL INFORMATION. CORNING CCH-02U HUBBELL SC-GND-1 GROUNDING BUSBAR, WALL MOUNT. 4" H X 12" L X 1/4" D SOLID COPPER, ELECTRICALLY ISOLATED BY INSULATORS INTEGRAL TO STAINLESS STEEL MOUNTING BRACKETS. PROVIDE UNIT CONFIGURED WITH 15 SETS OF 5/16" HOLES SPACED 5/8" ON CENTER TO ACCOMMODATE "A" SPACED TWO-HOLE COMPRESSION LUGS AND 3 SETS OF 7/16" HOLES SPACED 1" ON CENTER TO ACCOMMODATE "C" SPACED TWO-HOLE COMPRESSION LUGS. ANSI/EIA/TIA-607 AND BICSI COMPLIANT. UL LISTED. REFER TO SPECIFICATION 27 11 00 FOR ADDITIONAL INFORMATION. HUBBELL HBBBHR19 BERK-TEK ORTRONICS SYSTIMAX SC-GND-2 RACK MOUNTED BONDING TERMINAL. ACCEPTS UP TO TWO #4 CABLES. MOUNTS TO RACK WITH ONE #12-24 SCREW.CHATSWORTH 08009-001 SC-HH-1 IN GROUND HAND HOLE 13" X 24" X 18" POLYMER CONCRETE WITH (COMMUNICATIONS) LABEL. REFER TO3/T500 FOR EXTERIOR HAND HOLE DETAIL. HHPC132418 OR EQUIVALENT. SC-HWM-1 HORIZONTAL WIRE MANAGEMENT, 1.5" X 3" PRE-ASSEMBLED D-RINGS ON FRONT, 1.5" X 5" PRE-ASSEMBLED D-RINGS ON REAR. PROVIDE WITH COVER. REQUIRES (1) 1.75" MOUNTING SPACE. HUBBELL HM14 + HC33WF SYSTIMAX SIEMON ORTRONICS SC-IO-C INFORMATION OUTLET, CEILING MOUNT, SINGLE GANG COVERPLATE AS INDICATED ON DRAWINGS AND INFORMATION OUTLET SCHEDULE. REFER TO INFORMATION OUTLET SCHEDULE ON T600 FOR PIN CONFIGURATION INFORMATION. "#" INDICATE INFORMATION OUTLET FACEPLATE CONFIGURATION AS INDICATED ON THE PLANS. REFER TO INFORMATION OUTLET SCHEDULE ON T600 FOR ADDITIONAL INFORMATION. PANDUIT, ICC, LEVITON SC-IO-W INFORMATION OUTLET WALL MOUNT SINGLE GANG COVERPLATE AS INDICATED ON DRAWINGS AND INFORMATION OUTLET SCHEDULE, REFER TO INFORMATION OUTLET SCHEDULE ON T600 FOR PIN CONFIGURATION INFORMATION. PANDUIT, ICC, LEVITON SC-LDR-1 12"W X 1.5"H X 9.96" L SECTIONS. CUT AND INSTALL TO DESIGN, UNIVERSAL LADDER CABLE RUNWAY.CHATSWORTH 10250-712 SC-MPP-1 CAT 6 MODULAR PATCH PANEL, 48 TERMINATIONS, MOUNTS DIRECTLY TO EIA/TIA STANDARD 19" RACK RAILS WTH PORT ID NUMBERS. U.L. LISTED. REQUIRES (2) 1.75" RACK UNIT SPACES. PANDUIT, ICC, LEVITON SC-TTB TELECOMMUNICATIONS TERMINAL BOARD, 4’X8’X3/4” A-C GRADE FIRE-RATED PLYWOOD. EXPOSED SIDE SHALL BE SMOOTH. MOUNT VERTICALLY WITH TOP OF PLYWOOD AT 8’-6” AFF. IN THE EVENT THE MANUFACTURER’S RATING STAMP IS NOT VISIBLE ON THE SMOOTH SIDE, THE CONTRACTOR SHALL PROVIDE A LAMINATED LETTER FROM THE MANUFACTURER OR SUPPLIER CERTIFYING THAT THE PLYWOOD IS FIRE-RATED AND ATTACH THE LETTER WITH A PICTURE OF THE RATING STAMP, TO THE PLYWOOD. FIRE RATED PLYWOOD SHALL NOT BE PAINTED OR TREATED WITH ANY TYPE OF SEALANT THAT WOULD LESSEN THE INTEGRITY OF THE FIRE RATING. * SC-VWM-1 SEISMIC VERTICAL WIRE MANAGEMENT SYSTEM WITH CABLE MANAGEMENT FINGERS KIT AND OFFSET KIT. FOR 2 POST CHATSWORTH 1385-X03 RACK. CHATSWORTH 13704-X03 VCS. VERTICAL CABLING SECTION. CHATSWORTH 13696-002 CABLE MANAGEMENT FINGERS KIT. CHATSWORTH 13699-701 VCS OFFSET MOUNTING KIT. VS-CAM-1 (EXISTING) CAMERA ON OLD COAX SYSTEM TO BE REMOVED UPON COMPLETED AND FUNCTIONING INSTALLATION OF (NEW) CAMERAS TO INCLUDE CONNECTION TO EXISTING ONSSI OCULARIS VMS. N/A VS-CM1-C (NEW) VANDAL RESISTANT DOME 5MP 9.4MM - 3.90MM MOTOR 2.4 X OPTICAL ZOOM CMOS H.264, H265, MJPEG, MPEG-4, AVC NETWORK IP CAMERA. 6.3" DIAMETER 4.7" HEIGHT 2.23 LB. MOUNTING ABILITY TO: CEILING, CORNER, FLUSH, PARAPET, POLE AND WALL. 3 YEAR WARRANTY. RJ45 CONNECTOR. COMPATABLE WITH ONSSI OCULARIS VMS SYSTEM. CONNECT TO EXISTING ONSSI OCULARIS VMS SYSTEM BY CAT6 NETWORK ETHERNET TO IDF PATCH PANELS. OWNERS TO ADOPT CAMERAS TO VMS SYSTEM AND CONFIGURE NETWORK SETTINGS. HANWHA XNV-8080R OR COMPATABLE EQUIVALENT VS-CM2-W (NEW)VANDAL RESISTANT IP67 BULLET CAMERA 5MP 9.4MM - 3.40MM MOTOR 2.4 X OPTICAL ZOOM CMOS H.264, H265, MJPEG, MPEG-4, AVC NETWORK IP CAMERA. MOUNTING ABILITY TO: CEILING, CORNER, POLE AND WALL. 3 YEAR WARRANTY. RJ45 CONECTOR. COMPATABLE WITH ONSSI OCULARIS VMS SYSTEM. CONNECT TO EXISTING ONSSI OCULARIS VMS SYSTEM BY CAT6 NETWORK ETHERNET TO IDF PATCH PANELS. OWNERS TO ADOPT CAMERAS TO VMS SYSTEM AND CONFIGURE NETWORK SETTINGS. HANWHA XNO-8080R OR COMPATABLE EQUIVALENT VS-CM3-C (NEW) 360 DEG 1.6MM VANDAL RESISTANT CEILING DOME IP CAMERA 6MP CMOS 3072X2048 RESOLUTION MOUNTING ABILITY TO: CEILING, CORNER, FLUSH, PARAPET, POLE AND WALL. 3 YEAR WARRANTY. RJ45 CONNECTOR. COMPATABLE WITH ONSSI OCULARIS VMS SYSTEM. CONNECT TO EXISTING ONSSI OCULARIS VMS SYSTEM BY CAT6 NETWORK ETHERNET TO IDF PATCH PANELS. OWNERS TO ADOPT CAMERAS TO VMS SYSTEM AND CONFIGURE NETWORK SETTINGS. AXIS M3057-PLVE TV-TVT-#TV-TVS-# TV-TVT-# TV-TVA-# TV-TVE-# TV-TVP-# TV-TVA-# AV-MIX-1 INPUT 1 RCA (L+R) INPUT 2 RCA (L+R) INPUT 3 T.B. (L+R) INPUT 4 T.B. (L+R) INPUT 5 T.B. (L+R) INPUT 6 T.B. (L+R) MIC 1 PAGE T.B. (MIC) MIC 2 INPUT T.B. (MIC) FACILITY PORT RJ-45 (EXPANSION) PAGE GROUND 0 PAGE ZONE 1 PAGE ZONE 2 PAGE ZONE 3 PAGE ZONE 4 PAGE + V MUSIC MUTE N.O. RJ-45 DIGITAL PAGE MIC ZONE 1 3 PIN VC SOURCE SELECT ZONE 2 3 PIN VC SOURCE SELECT ZONE 3 3 PIN VC SOURCE SELECT ZONE 4 3 PIN VC SOURCESELECT 70V MONO ZONE 1 70V MONO ZONE 2 70V MONO ZONE 3 70V MONO ZONE 4 AUDIO UTILITY LOOP S1 SP1 AV-MON-2 AV-MON-3 F-CONN (CAB/SAT) HDMI 1 (HDCP 1.X) HDMI 2 (HDCP 1.X) OPTICAL (TOSLINK) AV-MON-2 AV-MON-3 F-CONN (CAB/SAT) HDMI 1 (HDCP 1.X) HDMI 2 (HDCP 1.X) OPTICAL (TOSLINK) AV-BLT-1 RJ-45 SERIAL AV-OPT-1 OPTICAL (TOSLINK)RCA (L+R) AV-INP-W TX RCA (L+R)RJ-45 (DIGITALMEDIA) AV-INP-W RX RJ-45 (DIGITALMEDIA)RCA (L+R) AV-VC1-W RJ-45 (DTP) OWNER MUSIC PLAYER RCA (L+R) OWNER PAGE MODULE PAGE AUDIO OUT ZONE 1 RELAY (2-WIRE) ZONE 2 RELAY (2-WIRE) ZONE 3 RELAY (2-WIRE) ZONE 4 RELAY (2-WIRE) RJ-45 (ETHERNET) VOIP AV-SC-1 HDMI (HDCP)S1 S1 SP1 SP1 S1S1 S1 S1S1 S1 TR-1FITNESS ROOM Z1 PHYSICAL FITNESS 161 Z2 SECOND FLOOR Z3 FIRST FLOOR Z4 BRIEFING ROOM VIDEO DISPLAYS WITH SCREEN SHARE CAT6 16-2 16-2 16-2 16-2 16-2 16-2 RG6 16-2 16-2 16-2 16-2 16-2 16-2 CAT6 22-2 SHLD CAT6 22-2 SHLD 22-2 SHLD FIBER CAT6 22-2 SHLD 22-2 22-2 22-2 HDMI OWNER CATV DIST 1 22-2 AV SYSTEM SCHEMATIC DIAGRAM OWNER VOIP INTERFACE 2 SCREEN SHARE VIDEO DISPLAY NOTES: 1. THIS SCHEMATIC IS DIAGRAMMATIC AND MAY NOT SHOW ACTUAL ROUTING OR QUANTITIES OF MATERIALS SHOWN. THIS SCHEMATIC IS SHOWN FOR CLARIFICATION OF CONNECTION(S), LOCATIONS. REFER TO FLOOR PLANS. 2. PROPERLY BOND ALL DRAIN CONDUCTORS OF SHIELDED SPEAKER CABLES TO NEAREST SC-GND-1 IN ORIGIN TELECOMMUNICATIONS ROOM ONLY. 3. HORIZONTAL SPEAKER CABLING CONNECTING SPEAKERS AND VOLUME CONTROLS MAY BE T-TAPPED ONLY AT SPEAKER AND VOLUME CONTROL LOCATIONS. ALL HORIZONTAL SPEAKER CABLING CONNECTIONS SHALL BE MADE IN COVERED DEVICE BOXES OR JUNCTION BOXES. CONTRACTOR SHALL SIZE DEVICE BOXES AND JUNCTION BOXES PER APPLICABLE CODES FOR THE AMOUNT OF CABLING SERVED. MAINTAIN CONTINUITY OF DRAIN CONDUCTOR BETWEEN SECTIONS OF HORIZONTAL SPEAKER CABLE AT ALL CONNECTION POINTS. BACKBONE CABLES SHALL NOT BE SPLICED. 4. ALL NECESSARY CONNECTIONS TO BE COMPLETED BY THIS CONTRACTOR. NOTES: 1. THIS SCHEMATIC IS DIAGRAMMATIC AND MAY NOT SHOW ACTUAL ROUTING OR QUANTITIES OF MATERIALS SHOWN. THIS SCHEMATIC IS SHOWN FOR CLARIFICATION OF CONNECTION(S), LOCATIONS. REFER TO FLOOR PLANS. MAIN TELECOMMUNICATIONS ROOM (TR-1) NOTES: 1. THIS RISER IS DIAGRAMMATIC AND MAY NOT SHOW ACTUAL ROUTING OR QUANTITIES OF MATERIALS SHOWN. THIS RISER IS SHOWN FOR CLARIFICATION OF CONNECTION(S), LOCATIONS AND CABLE TYPE. ALL INFORMATION OUTLETS ARE TYPICAL OF THE OUTLETS IN THE AREA SHOWN. REFER TO DRAWINGS FOR ACTUAL QUANTITIES OF INFORMATION OUTLETS AND MORE SPECIFIC ROUTING INFORMATION. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 2. CONTRACTOR TO PROVIDE CATV SYSTEM TO ALLOW 6dB +/-3dB OF OUTPUT ON ALL CHANNELS AT ALL TELEVISION INFORMATION OUTLETS AND SEPARATE RETURN PATH BACK TO EXISTING CATV HEAD END. ACTUAL EQUALIZER VALUES/QUANTITY, AMP SIZING/QUANTITY, TAP/SPLITTER VALUES/QUANTITY, AND LAYOUT TO BE INCLUDED IN CONTRACTOR'S FINAL DESIGN. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 3. ALL CROSS-CONNECTIONS BY THIS CONTRACTOR. 4. RG-11 JUMPERS IN TELECOMMUNICATIONS CLOSETS SHALL BE NO LONGER THAN 10 FEET. RUNS BEYOND 10 FEET SHALL UTILIZE .500 1/2" HARDLINE. 5. REFER TO [TXXX] FOR GENERAL TECHNOLOGY EQUIPMENT SCHEDULE FOR MORE INFORMATION. KEYNOTES: 1. HORIZONTAL CABLE RUNS FROM TELECOMMUNICATIONS ROOMS TO OUTLET LOCATIONS UNDER 180 FEET IN LENGTH SHALL UTILIZE 18 GAUGE RG-6; RUNS BETWEEN 180 AND 295 FEET SHALL UTILIZE 14 GAUGE RG-11. REFER TO SPECIFICATIONS FOR CABLE REQUIREMENTS. 2. REFER TO DRAWINGS FOR QUANTITY OF LOCATIONS AND QUANTITY OF CABLES AND JACKS TO BE INSTALLED AT EACH INFORMATION OUTLET LOCATION. 3. RG-11 COAXIAL CABLE, REFER TO SPECIFICATIONS FOR REQUIREMENTS. 4. .500 HARDLINE COAXIAL CABLE, REFER TO SPECIFICATIONS FOR REQUIREMENTS. 5. COAXIAL BROADBAND DIRECTIONAL COUPLER/TAP. PROVIDE WITH PORTS, VALUES AND QUANTITY AS REQUIRED BY CONTRACTOR DESIGN. 6. COAXIAL BROADBAND AMPLIFIER, PROVIDE WITH VALUE AND QUANTITY AS REQUIRED BY CONTRACTOR DESIGN. 7. COAXIAL BROADBAND SPLITTER. PROVIDE WITH PORTS, VALUES AND QUANTITY AS REQUIRED BY CONTRACTOR DESIGN. 8. COAXIAL BROADBAND SURGE SUPPRESSOR. BOND TO NEAREST [SC-GND-1]. 9. COAXIAL BROADBAND EQUALIZER. PROVIDE WITH VALUE TO COMPENSATE FOR FIELD MEASURED CABLE TILT. 10. INCOMING SERVICE CABLE BY SERVICE PROVIDER. COORDINATE EXACT LOCATION WITH SERVICE PROVIDER. FIRST FLOOR PLAN 3 FLOOR SPACE 10 IDF-1 56 7 2 FLOOR SPACE 1 9 8 MAIN TELECOMMUNICATIONS ROOM (TR-2) SECOND FLOOR PLAN 3 IDF-2 56 CEILING/FLOOR SPACE 4 3 3 3 TV #MATTH E W M. S A MAREREREENIGN E L ANOISSEORPD F IAN OF CA L I F O RST A TE E LACIRTCLETSIGERNo. 21648 Exp 9/30/20 CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MS 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION PROJECT MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: 12" = 1'-0" T700 RISERS CARLSBAD SAFTEY CENTER IMEG IMEG 2560 ORION WAY CARLSBAD, CA 92010 100% CD SUBMITTAL 09.11.20 10920 VIA FRONTERA SUITE 200 SAN DIEGO, CA 92127 858.271.9808 FAX: 858.271.9932 www.imegcorp.com # 19004147.00 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP. REFERENCE SCALE IN INCHES 0 1 2 3 12" = 1'-0"3 EXISTING COAXIAL CATV RISER DIAGRAM AP-16 TR-2 CSI LAB NEW (REFRENCE SHEET T203)N-AP2-C CEILING NEW PULL NEW CAT6 CABLE FROM TR-2 / OWNER WILL PROVIDE AND INSTALL DEVICE. AP-15 TR-2 LOUNGE NEW (REFRENCE SHEET T203)N-AP2-C CEILING NEW PULL NEW CAT6 CABLE FROM TR-2 / OWNER WILL PROVIDE AND INSTALL DEVICE. AP-14 TR-2 FIRE ADMIN SAME (REFRENCE SHEET T203)N-AP1-C CEILING EXISTING REMOVE DEVICE AND WIRE AND REINSTALL SAME LOCATION / PULL NEW CAT6 CABLE FROM TR-2. AP-13 TR-2 MAIL ROOM CORRIDOR SAME (REFRENCE SHEET T203)N-AP1-C CEILING EXISTING REMOVE DEVICE AND WIRE AND REINSTALL SAME LOCATION / PULL NEW CAT6 CABLE FROM TR-2. AP-12 TR-2 VICE NARCOTICS SAME (REFRENCE SHEET T203)N-AP1-C CEILING EXISTING REMOVE DEVICE, AND WIRE AND REINSTALL SAME LOCATION / PULL NEW CAT6 CABLE FROM TR-2. AP-11 TR-2 CSI CORRIDOR SAME (REFRENCE SHEET T203)N-AP1-C CEILING EXISTING REMOVE DEVICE, AND WIRE AND REINSTALL SAME LOCATION / PULL NEW CAT6 CABLE FROM TR-2. AP-10 TR-2 I.T. OFFICE SAME (REFRENCE SHEET T203)N-AP1-C CEILING EXISTING REMOVE DEVICE, AND WIRE AND REINSTALL SAME LOCATION / PULL NEW CAT6 CABLE FROM TR-2. AP-09 TR-2 FIRE CHIEF SECRETARY CONFRENCE SAME (REFRENCE SHEET T203)N-AP1-C CEILING EXISTING REMOVE DEVICE, AND WIRE AND REINSTALL SAME LOCATION / PULL NEW CAT6 CABLE FROM TR-2. AP-08 TR-2 CLERICAL POOL SAME (REFRENCE SHEET T203)N-AP1-C CEILING EXISTING REMOVE DEVICE, AND WIRE AND REINSTALL SAME LOCATION / PULL NEW CAT6 CABLE FROM TR-2. AP-07 TR-1 FITNESS LOCKERS NEW (REFRENCE SHEET T203)N-AP2-C CEILING NEW PULL NEW CAT6 CABLE FROM TR-1 / OWNER WILL PROVIDE AND INSTALL DEVICE. AP-06 TR-1 WATCH COMMANDER NEW (REFRENCE SHEET T203)N-AP2_C CEILING NEW PULL NEW CAT6 CABLE FROM TR-1 / OWNER WILL PROVIDE AND INSTALL DEVICE. AP-05 TR-1 LOBBY ENTRY NEW (REFRENCE SHEET T203)N-AP2_C CEILING NEW PULL NEW CAT6 CABLE FROM TR-1 / OWNER WILL PROVIDE AND INSTALL DEVICE. AP-04 TR-1 RECORDS NEW (REFRENCE SHEET T203)N-AP2_C CEILING NEW PULL NEW CAT6 CABLE FROM TR-1 / OWNER WILL PROVIDE AND INSTALL DEVICE. AP-03 TR-1 BREIFING SAME (REFRENCE SHEET T203)N-AP1-C CEILING EXISTING REMOVE DEVICE, AND WIRE AND REINSTALL SAME LOCATION / PULL NEW CAT6 CABLE FROM TR-1. AP-02 TR-1 CST SAME (REFRENCE SHEET T203)N-AP1-C CEILING EXISTING REMOVE DEVICE, AND WIRE AND REINSTALL SAME LOCATION / PULL NEW CAT6 CABLE FROM TR-1. AP-01 TR-1 PROPERTY & EVIDENCE SAME (REFRENCE SHEET T203)N-AP1-C CEILING EXISTING REMOVE DEVICE, AND WIRE AND REINSTALL SAME LOCATION / PULL NEW CAT6 CABLE FROM TR-1. ACCESS POINT # TELECOM ROOM # EXISTING LOCATION NEW LOCATION ABREVIATION MOUNTING TYPE ADDITIONAL INFORMATION NOTES INDIVIDUAL ACCESS POINTS REQUIREMENTS SCHEDULE