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HomeMy WebLinkAbout2023-10-10; City Council; ; Approve Plans, Specifications and Contract Documents and Authorize Advertising for Bids for the Emergency Operations Center Reconfiguration ProjectCA Review GH Meeting Date: Oct. 10, 2023 To: Mayor and City Council From: Scott Chadwick, City Manager Staff Contact: Steven Stewart, Municipal Projects Manager steven.stewart@carlsbadca.gov, 442-339-2938 Subject: Approve Plans, Specifications and Contract Documents and Authorize Advertising for Bids for the Emergency Operations Center Reconfiguration Project District: 2 Recommended Action Adopt a resolution approving the plans, specifications and contract documents and authorizing the City Clerk to advertise for bids for the Emergency Operations Center Reconfiguration Project, authorizing and directing the Deputy City Manager, Administrative Services, to transfer funds from Capital Improvement Program Project No. 4719 to Project No. 4715, approving an increase to the construction contingency for Contract No. PWS22-1552FAC to $1,910,219 and approving an increase to the City Manager’s change order authority. Executive Summary The City Council approved an agreement for the design of the Emergency Operations Center Reconfiguration Project on Sept. 13, 2022. (Resolution No. 2022-219) The project includes technology and finish upgrades to the entire conference room wing of the Police and Fire Headquarters facility, the conversion of two conference rooms into one room for the new Emergency Operations Center and the conversion of one conference room into office space for the Community Risk Reduction Division of the Fire Department. Staff are now requesting City Council approval of the completed and permitted project plans, specifications and contract documents, shown as Exhibit 3, and authorization for the City Clerk to advertise for bids to complete the work on this project. The City Council’s approval is required under Carlsbad Municipal Code Section 3.28.080(E) because the expected value for this work is greater than $200,000. Oct. 10, 2023 Item #2 Page 1 of 10 Explanation & Analysis The city’s Emergency Operations Center is in the conference room wing of the Police and Fire Headquarters facility at 2560 Orion Way, as shown in Exhibit 2. The conference room wing includes three conference rooms separated by folding doors, an audio-visual closet, a utility room, two restrooms, an office, a kitchenette and a storage room. The only space currently dedicated for the Emergency Operations Center is one of the three conference rooms. The other conference rooms, office and storage rooms have been used as break-out rooms for dedicated group use as needed during emergency response events. In the current arrangement, the operations center is undersized and lacks updated equipment and furnishings to meet the city’s emergency response standards. Past emergency response events have underscored the need for the city to upgrade the space, technology infrastructure and furnishings to accommodate the number of staff that now support emergency operations. To meet current standards for emergency response, staff have determined that it is necessary to upgrade and expand the center. The initial vision for the project was to combine two conference rooms and upgrade the center’s technology serving. A Capital Improvement Program project, Project No. 4719, was created in fiscal year 2015-16 for the work, but work was put on hold until the completion of the Police and Fire Headquarters Building Renovation, Capital Improvement Program Project No. 4715. •On Dec. 3, 2020, staff informed the City Council of their intent to combine these two projects to reflect the recent facility name change from Safety Center to Police and Fire Headquarters and to align both projects so that the Emergency Operations Center Reconfiguration Project was incorporated into the Police and Fire Headquarters Renovation Project. •On Sept. 13, 2022, the City Council approved Resolution 2022-219 for the design of the EOC Reconfiguration Project. Staff from the Public Works Branch and Fire Department met with the consultant firm, Sillman Architects, on several occasions to review the programming needs and create an appropriate design for the project. As the design work progressed, other improvement needs were evaluated to make better use of available space for the operational efficiency of the center. This led to additional renovation work in the adjacent office, storage room and entrance lobby. A separate Capital Improvement Program project, Project No. 4089, was underway during the center’s design work to evaluate the feasibility of collocating fire administration offices at the Police and Fire Headquarters and the Faraday Center. One of the options proposed for collocation was a conference room adjacent to the center. Fire Administration staff requested that the renovation of this conference room be added to the scope of work for the center reconfiguration to accomplish the goal of collocation. The new design combines two of the conference rooms into one for Emergency Operations Center use and converts the third conference room into office space for the Community Risk Reduction Division of the Fire Department. Moving the Community Risk Reduction Division from the Faraday Center to the Police and Fire Headquarters provides the team with additional space needed for offices, storage and a meeting room, and provides the opportunity for the Oct. 10, 2023 Item #2 Page 2 of 10 Fire Department to increase efficiencies and communication by having both divisions closer together. The project’s work scope also includes upgrades for materials storage and security, interior finishes, new furnishings, network and communications equipment and conversion of the storage room into a small conference room and server room. The project design has been completed, approved by staff and a building permit has been approved and is on file for the successful contractor to use upon contract award. Staff now request: •The City Council approve the completed and permitted project plans, specifications and contract documents and authorize the City Clerk to advertise the project for construction bids. •That the balance of funds remaining in Capital Improvement Program Project No. 4719 be transferred to Project No. 4715, because the projects have been combined but the related funding has not been. •That the contract contingency for this project be increased from 10% to approximately 15% of the current construction contract amount, or to $1,910,219, to accommodate the project design changes to date, and that the City Manager’s change order approval be increased to this amount. Fiscal Analysis The Emergency Operations Center Reconfiguration Project is currently funded from the General Capital Construction and Infrastructure Replacement funds. Funding for the Police and Fire Headquarters Renovation Project is also funded from these sources. Both project fund balances are shown below. The construction contingency amount established at the time of contract award for the Police and Fire Headquarters Renovation, Contract No. PWS22-1552FAC, was $1,310,219 or approximately 10% of the construction contract value, and the City Manager was authorized to approve change orders up to this value in Resolution No. 2021-236. There have been several change orders to date on this project due to staff requests and unforeseen conditions. Accordingly, staff would like to increase the construction contingency amount to $1,910,219 or approximately 15% of the construction contract value and request authorization from the City Council to increase the City Manager’s authority to approve change orders up to this revised amount. Oct. 10, 2023 Item #2 Page 3 of 10 Emergency Operations Center Reconfiguration Project Capital Improvement Program Project No. 4719 Total appropriation to date $2,358,000 Total expenditures/encumbrances to date -$286,555 Total available balance $2,071,445 Police and Fire Headquarters Renovation Project Capital Improvement Program Project No. 4715 Total appropriation to date $25,645,842 Total expenditures/encumbrances to date -$21,488,359 Total available balance $4,157,483 Total available combined project balance $6,228,928 Additional project costs EOC Reconfiguration contract (engineer’s estimate) -$3,972,000 EOC Reconfiguration contingency (estimated) -$397,200 Police and Fire Headquarters City Manager contingency approval remaining -$350,372 Police and Fire Headquarters City Manager contingency increase -$600,000 Construction management, inspection and testing (estimated) -$909,356 Total estimated combined project costs -$6,228,928 Estimated additional appropriation needed $0 Next Steps With the City Council’s approval, the City Clerk will advertise a request for bids for the EOC Reconfiguration Project. Staff will then evaluate the bids received and identify the lowest responsive and responsible bidder. Staff plan to return to the City Council in early 2024 with a recommendation to award a construction contract to the lowest responsive and responsible bidder and request additional funding, if needed. Also with the City Council’s approval, the Deputy City Manager, Administrative Services, will transfer the remaining fund balances in Capital Improvement Program Project No. 4719 to Project No. 4715. Environmental Evaluation The City Planner, through the process outlined in Carlsbad Municipal Code Section 19.04.060, has determined that the project belongs to a class of projects that the state Secretary for Natural Resources has found do not have a significant impact on the environment, and it is therefore categorically exempt from the requirement for the preparation of environmental documents in accordance with Section 15301 (d) of the California Environmental Quality Act Guidelines. In making this determination, the City Planner has found that the exceptions listed in Section 15300.2 of the CEQA Guidelines do not apply to this project. The project is consistent with the Class 1 exemption in Section 15301 (d) because it consists of maintenance of public facilities, Oct. 10, 2023 Item #2 Page 4 of 10 such as the restoration or rehabilitation of deteriorated or damaged structures, facilities, or mechanical equipment to meet current standards of public health and safety. Exhibits 1. City Council resolution 2. Location map 3. Plans, specifications, and contract documents (on file in the Office of the City Clerk) Oct. 10, 2023 Item #2 Page 5 of 10 RESOLUTION NO. 2023-257 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CARLSBAD, CALIFORNIA, APPROVING THE PLANS, SPECIFICATIONS AND CONTRACT DOCUMENTS AND AUTHORIZING THE CITY CLERK TO ADVERTISE FOR BIDS FOR THE EMERGENCY OPERATIONS CENTER RECONFIGURATION PROJECT, AUTHORIZING AND DIRECTING THE DEPUTY CITY MANAGER, ADMINISTRATIVE SERVICES, TO TRANSFER FUNDS FROM CAPITAL IMPROVEMENT PROGRAM PROJECT NO. 4719 TO PROJECT NO. 4715, APPROVING AN INCREASE TO THE CONSTRUCTION CONTINGENCY FOR CONTRACT NO. PWS22-1552FAC TO $1,910,219, AND APPROVING AN INCREASE TO THE CITY MANAGER'S CHANGE ORDER AUTHORITY WHEREAS, the City Council has determined it necessary, desirable and in the public interest to construct the project as designed; and WHEREAS, the City Council of the City of Carlsbad, California has determined that the plans, specifications and contract documents for the Emergency Operations Center Reconfiguration, Capital Improvement Program, or CIP, Project No. 4715 have been completed to the satisfaction of staff; and WHEREAS, the plans, specifications and contract documents for the project are on file at the City Clerk's office and are incorporated by reference; and WHEREAS, City Council approval of the plans and specifications is required under Carlsbad Municipal Code Section 3.28.080(E) because the expected value to construct the project exceeds the $200,000 limit established by the Public Contract Code, including the alternative provisions of the Uniform Public Construction Cost Accounting Act; and WHEREAS, the City Council authorizes the City Clerk to advertise for bids for the Emergency Operations Center Reconfiguration Project; and WHEREAS, the City Council approve increasing the contingency and the City Manager's change order approval authority from $1,310,219 to $1,910,219, as may be needed for authorization of future project change orders for the Police and Fire Headquarters Renovation Project, CIP Project No. 4715, including contract no. PWS22-1552FAC; and WHEREAS, the City Council has determined it necessary to combine the remaining funding appropriated to CIP Project No. 4719 to the funding appropriat�q to CIP Project No. 4715 due to a facility name change and alignment of projects; and WHEREAS, the City Planner has determined that the project belongs to a class of projects that the State Secretary for Natural Resources has found do not have a significant impact on the Exhibit 1 Oct. 10, 2023 Item #2 Page 6 of 10 environment, and it is therefore categorically exempt from the requirement for the preparation of environmental documents pursuant to Section 15301 (d) Class 1 of the California Environmental Quality Act, or CEQA, Guidelines. Further, that in making this determination, the City Planner has found that the exceptions listed in Section 15300.2 of the state CEQA Guidelines do not apply to this project, and that the project is consistent with 15301 (d) Class 1 because it consists of maintenance of public facilities, such as restoration or rehabilitation of deteriorated or damaged structures, facilities, or mechanical equipment to meet current standards of public health and safety. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Carlsbad, California, as follows: 1.That the above recitations are true and correct. 2.That the plans, specifications and contract documents for the Emergency Operations Center Reconfiguration, CIP Project No. 4715, are approved and on file at the City Clerk's Office. 3.That the City Clerk is hereby authorized and directed to publish, in accordance with state law and Carlsbad Municipal Code Section 3.28.080(C), a notice to contractors inviting bids for construction of the project in accordance with plans, specifications and contract documents referred to herein. 4.That the Deputy City Manager, Administrative Services, is hereby authorized and directed to combine the remaining funding appropriated to CIP Project No. 4719 to the funding appropriated to CIP Project No. 4715. 5.That the project's contingency amount and City Manager's change order approval authority are increased to $1,910,219, as may be needed for authorization of future project change orders for the Police and Fire Headquarters Renovation, CIP Project No. 4715, including contract no. PWS22-1552FAC. Oct. 10, 2023 Item #2 Page 7 of 10 PASSED, APPROVED AND ADOPTED at a Regular Meeting of the City Council of the City of Carlsbad on the 10th day of Oct., 2023, by the following vote, to wit: AYES: NAYS: ABSTAIN: ABSENT: Blackburn, Bhat-Patel, Acosta, Burkholder. None. None. Luna. l� KEITH BLACKBURN, Mayor SHERRY FREISINGER, City Clerk (SEAL) Oct. 10, 2023 Item #2 Page 8 of 10 OR I O N S T ORIONST O RIO N W Y FARADAY AV IMPALA DR 2560ORION WAY Copyright nearmap LOCATION MAP PROJECT NAME EXHIBIT2EMERGENCY OPERATIONS CENTER RECONFIGURATION PROJECT $!Å **#5$ **#5$·|}þ78 VISTA ENCINITAS SAN MARCOS S.D. COUNTY OCEANSIDE PACIFICOCEAN T A M ARACKAV LACO STAAV POIN S E T TI A L N C A R L S B A D B L ELCA MIN O REALA V I A R APY ALGA R D CANNON R D Created By: Sara Jadhav 7/21/2023 J:\SaraJadhav_Customers\MollyAmendt\EOC Reconfiguration Project\LocationMap-4715.mxd SITE LOCATION $!Å PROJECTNUMBER4715 Exhibit 2 Oct. 10, 2023 Item #2 Page 9 of 10 Exhibit 3 Plans, specifications and contract documents (on file in the Office of the City Clerk) Oct. 10, 2023 Item #2 Page 10 of 10 - 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: 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION AG JS JMISSUED FOR CONSTRUCTION 09.01.2023 07.28.2023 BUILDING PERMIT SUBMITTAL 02 09.01.2023 ISSUED FOR CONSTRUCTION G001 COVER SHEET CARLSBAD EOC WING RENOVATION 2560 ORION WAY CARLSBAD, CA 92010 CARLSBAD EOC WING RENOVATION PROJECT PROJECT DIRECTORY MECHANICAL: IDS GROUP 9636 TIERRA GRANDE ST. SUITE 200 SAN DIEGO, CA 92126 TEL: (949) 387-8600 EXT 428 CONTACT: RONNIE JIMENEZ EMAIL: ronnie.jimenez@idsgi.com STRUCTURAL ENGINEER: IDS GROUP 9636 TIERRA GRANDE ST. SUITE 200 SAN DIEGO, CA 92126 TEL: (949) 387-8500 EXT 133 CONTACT:MATT MICHNEWICH EMAIL: matthew.michnewich@idsgi.com ELECTRICAL ENGINEER: IMEG 10920 VIA FRONTERA SUITE 200 SAN DIEGO, CA 92127 TEL: (858) 368-2401 CONTACT: MATT M. SAMAR EMAIL: matt.m.samar@imegcorp.com COST ESTIMATOR: CUMMING 15015 AVENUE OF SCIENCE, SUITE #160 SAN DIEGO, CA 92108 TEL: (858) 217-3583 CONTACT: ASHOK PATEL EMAIL: APATEL@CCORPUSA.COM ARCHITECTURAL: SILLMAN 7515 METROPOLITAN DR. SUITE 400 SAN DIEGO, CA 92108 TEL: (619) 294-7515 CONTACT: JULIO MEDINA EMAIL: jmedina@sillmanwright.com TECHNOLOGY ENGINEER: NV5 15070 AVENUE OF SCIENCE, SUITE #100 SAN DIEGO CA, 92108 TEL: (213) 412-4863 CONTACT: TIM WATERS EMAIL: TIM.WATERS@NV5.COM ACOUSTICS ENGINEER: IMEG 10920 VIA FRONTERA, SUITE #200 SAN DIEGO CA, 92127 TEL: (317) 580-6923 CONTACT: DAVID WRIGHT EMAIL: M.D.WRIGHT@IMEGCORP.COM SPEC WRITING: PS SPECIFICATIONS 8741 SALVADA AVENUE LAS VEGAS, NV 89148 TEL: (702) 941-7766 CONTACT: PATRICIA SMITH EMAIL: PATRICIA.SMITH415@GMAIL.COM 06.30.23 BUILDING PERMIT SUBMITTAL Ex h i b i t 3 Exhibit 3 EOC CENTER - 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: 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION AG JS JMISSUED FOR CONSTRUCTION 09.01.2023 07.28.2023 BUILDING PERMIT SUBMITTAL 02 09.01.2023 ISSUED FOR CONSTRUCTION 06.30.23 BUILDING PERMIT SUBMITTAL NOT TO SCALE G002 SHEET INDEX CARLSBAD EOC WING RENOVATION 2560 ORION WAY CARLSBAD, CA 92010 SCALE: NOT TO SCALEG002 1 PARCEL MAP Sheet Number Sheet Name GENERAL G001 COVER SHEET G002 SHEET INDEX G003 PROJECT INFO / GENERAL NOTES G004 GENERAL NOTES / CALIFORNIA GREEN BUILDING STANDARDS G005 EGRESS/CODE ANALYSIS - EOC WING G006 CALGREEN CHECKLIST G007 CALGREEN CHECKLIST G008 CALGREEN CHECKLIST G010 ACCESSIBLE DETAILS ARCHITECTURAL A100 SITE PLAN A101 SWPP (E-29) A200 DEMOLITION FLOOR PLAN A201 DEMOLITION REFLECTED CEILING PLAN A203 PROPOSED FLOOR PLAN A203A DIMENSION FLOOR PLAN A203B PROPOSED FURNITURE PLAN A204 REFLECTED CEILING PLAN A205 PROPOSED ROOF PLAN A300 EXTERIOR ELEVATIONS - DEMOLITION AND NEW A310 BUILDING SECTIONS A500 INTERIOR ELEVATIONS A501 INTERIOR ELEVATIONS A600 FINISH PLAN, SCHEDULE, AND LEGEND A601 SIGNAGE PLAN AND SCHEDULE A700 DOOR & STOREFRONT SCHEDULE & LEGEND A801 DETAILS - FRAMING A802 DETAILS - FRAMING & WALL TYPES A820 DETAILS - DOORS, THRESHOLDS, FLOORS, & ROOF A830 DETAILS - STOREFRONT A831 DETAILS - STOREFRONT A850 DETAILS - CEILING A851 DETAILS - CEILING A890 DETAILS - BUILDING SIGNAGE A891 DETAILS - BUILDING SIGNAGE A900 DETAILS - CASEWORK STRUCTURAL S001 GENERAL NOTES S002 GENERAL NOTES S101 TYPICAL CONCRETE DETAILS S201.1 FOUNDATION PLAN - EOC WING S204.1 ROOF FRAMING PLAN - EOC WING S501 EQUIPMENT ANCHORAGE DETAILS S501.1 DETAILS MECHANICAL M001 NOTES, LEGEND, AND ABBREVIATIONS M002 SCHEDULES M200 DEMOLITION FLOOR PLAN - EOC WING M201 DEMOLITION ROOF PLAN - EOC WING M203 FLOOR PLAN - EOC WING M204 ROOF PLAN - EOC WING M801 DETAILS M802 DETAILS M821 CONTROL DIAGRAMS ELECTRICAL E000 ELECTRICAL COVERSHEET E100 ELECTRICAL SITE PLAN E201 ELECTRICAL POWER FLOOR PLAN E202 ELECTRICAL LIGHTING FLOOR PLAN E300 TITLE 24 FORMS E400 ELECTRICAL DIAGRAMS E500 ELECTRICAL SCHEDULES E700 ELECTRICAL DETAILS TECHNOLOGY T001 TECHNOLOGY INFRASTRUCTURE LEGENDS AND NOTES T002 TECHNOLOGY INFRASTRUCTURE LEGENDS AND LEGEND NOTES T203 TECHNOLOGY INFRASTRUCTURE PLAN - EOC WING T204 TECHNOLOGY INFRASTRUCTURE REFLECTED CEILING PLAN - EOC WING T205 TELECOM PLAN - EOC WING T401 TELECOM ENLARGED PLANS AND ELEVATIONS T501 AUDIOVISUAL INFRASTRUCTURE ROOM RISERS T601 TELECOM BUILDING RISER T602 TYPICAL TELECOM RISER T701 TECHNOLOGY INFRASTRUCTURE ELEVATIONS T801 TECHNOLOGY INFRASTRUCTURE DETAILS T901 TELECOM DETAILS T902 TELECOM DETAILS SECURITY Y001 SECURITY SYMBOLS, LEGEND, NOTES AND SCHEDULES Y203 SECURITY PLAN - EOC WING Y801 SECURITY DETAILS Y802 SECURITY DETAILS YD203 SECURITY/TELECOM DEMO PLAN - EOC WING TOTAL SHEET COUNT: 77 SHEET INDEX 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 1Re f 1 Ref 1Re f ? 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 F W Y P A L O M A R A I R P O R T R D EL C A M I N O R E A L FARADAY AVE O RI ON WA Y - 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: 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION AG JS JMISSUED FOR CONSTRUCTION 09.01.2023 06.09.2023 BUILDING PERMIT SUBMITTAL 07.28.2023 BUILDING PERMIT SUBMITTAL 02 09.01.2023 ISSUED FOR CONSTRUCTION 12" = 1'-0" G003 PROJECT INFO / GENERAL NOTES CARLSBAD EOC WING RENOVATION 2560 ORION WAY CARLSBAD, CA 92010 ACOUS. ACOUSTICAL A.T. ACOUSTICAL TILE ADJ. ADJUSTABLE A.F.F. ABOVE FINISH FLOOR AGR. AGGREGATE ALUM. ALUMINUM ANG., < ANGLE APPROX. APPROXIMATE ARCH. ARCHITECTURAL A.D. AREA DRAIN ASB. ASBESTOS ASPH. ASPHALT @ AT AHU. AIR HANDLING UNIT BM. BEAM BITUM. BITUMINOUS BLDG. BUILDING BLK. BLOCK BLKG. BLOCKING BD. BOARD BTM. BOTTOM BLDG. BUILDING BIOHAZ. BIOHAZARD CAB. CABINET C.I. CAST IRON C.B. CATCH BASIN CBC CALIFORNIA BUILDING CODE CLKG. CAULKING CLG. CEILING CEM. CEMENT CHILL. CHILLER CT. CENTER CER. CERAMIC C.T. CERAMIC TILE CL CENTER LINE CLR. CLEAR CLO. CLOSET COL. COLUMN CONC. CONCRETE CONN. CONNECTION CONSTR. CONSTRUCTION CONT. CONTINUOUS CORR. CORRIDOR CNTR. COUNTER CTSK. COUNTERSUNK C.U. CLEAN UTILITY DBL. DEG. DEPT. DET. DF. DIA. DIM. DISP. D.O. DN. DS. DWR. DWG. DR. FTN. D.S.P. (E). EA. E. E.W.C. ELEC. E.P. EL. ELEV. EMER. ENCL. EQ. EQPT. DOUBLE DEGREE DEPARTMENT DETAIL DOUGLAS FIR DIAMETER DIMENSION DISPENSER DOOR OPENING DOWN DOWNSPOUT DRAWER DRAWING DRINKING FOUNTAIN DRY STANDPIPE EXISTING EACH EAST ELECTRIC WATER COOLER ELECTRICAL ELECTRICAL PANEL BOARD ELEVATION ELEVATOR EMERGENCY ENCLOSURE EQUAL EQUIPMENT SST.,S.S., S.STL STD. STA. STL. STOR. STRUCT. SUSP. SYM. SUPV. S.U. TEL. T.V. TER. THK. T.P.D. T. & G. T.O.C. T.O.P. T.O.W. T.B. T. TYP. TOI. U/D. UNF. U.N.O. UR. U.C. US. VERT. VEST. V.A.V. V.C.T. V.G.D.F. V.I.F. VAT WSCT. W.C. WP. WRB WS WT. W. W/ W/O WD. W/D STAINLESS STEEL STANDARD STATION STEEL STORAGE STRUCTURAL SUSPENDED SYMMETRICAL SUPERVISOR SOILED UTILITY TELEPHONE TELEVISION TERRAZZO THICK TOILET PAPER DISPENSER TONGUE AND GROOVE TOP OF CURB TOP OF PAVEMENT TOP OF WALL TOWEL BAR TREAD TYPICAL TOILET UNDERCUT DOOR UNFINISHED UNLESS NOTED OTHERWISE URINAL URGENT CARE ULTRASOUND VERTICAL VESTIBULE VARIABLE AIR VOLUME VINYL COMPOSITE TILE VERTICAL GRAIN DOUGLAS FIR VERIFY IN FIELD VINYL ASBESTOS TILE WAINSCOT WATER CLOSET WATERPROOF WATER RESISTANT GYPSUM BOARD WOOD SCREW WEIGHT WEST WITH WITHOUT WOOD WASHER & DRYER EXST.,EXIST EXP. E.J. EXPO. EXT. E.W. F.O.C. F.O.C.D. F.O.F. F.O.G. F.O.S. FI. FT. F.A. F.E. F.E.C. FF&E F.H.C. FPRF. FLASH. F.B. FL. F.L.S. EXISTING EXPANSION EXPANSION JOINT EXPOSED EXTERIOR EACH WAY FACE OF CONCRETE FACE OF CABINET DOOR FACE OF FINISH FACE OF GYP. BD. FACE OF STUD FINISH FEET, FOOT FIRE ALARM FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FURNITURE AND EQUIPMENT FIRE HOSE CABINET FIRE PROOF FLASHING FLAT BAR FLOOR FIRE AND LIFE SAFETY F.D. FLUOR. FTG. FDN. F.S. FURR. FUT. GALV. GA. GL. G.B. GRG GR. GND. GYP. GYP.BD. G/C HDWR. HDWD. HGT.,HT H.C. H.M. HORZ. H.B. HR. I.D. INSUL. INT. ISOL. JAN. JT. KIT. LAB. LAM. LAV. LT. LKR. MAT. M.H. MFR. FLOOR DRAIN FLUORESCENT FOOTING FOUNDATION FULL SIZE FURRING FUTURE GALVANIZED GAUGE GLASS GRAB BAR GLASS FIBER REINFORCED GYPSUM GRADE GROUND GYPSUM GYPSUM WALLBOARD GENERAL CONTRACTOR HARDWARE HARDWOOD HEIGHT HOLLOW CORE HOLLOW METAL HORIZONTAL HOSE BIBB HOUR INSIDE DIAMETER INSULATION INTERIOR ISOLATION JANITOR JOINT KITCHEN LABORATORY LAMINATE LAVATORY LIGHT LOCKER MATERIAL MANHOLE MANUFACTURER M.O. MAX. MECH. M.B. M.C. MEMB. MTL. MIN. MIR. MISC. M.R. MTD. MUL. (N). NOM. N. N.I.C. N.T.S. NO. # N.S. NST. OBS. OFF. O.C. OPNG. OPP. O.D. O.F.C.I. O.F.O.I. P. P.C. PR. P.T.D. PTN. PLAS. P.LAM. PL. PLYWD. PT. P.T. PRCST. PTS. Q.T. MASONRY OPENING MAXIMUM MECHANICAL MECHANICAL BOLT MEDICINE CABINET MEMBRANE METAL MINIMUM MIRROR MISCELLANEOUS MOISTURE RESISTANT MOUNTED MULLION NEW NOMINAL NORTH NOT IN CONTRACT NOT TO SCALE NUMBER NUMBER NURSE STATION NON STRESS TEST OBSERVATION OFFICE ON CENTER OPENING OPPOSITE OUTSIDE DIAMETER OWNER FURNISHED, CONTRACTOR INSTALLED OWNER FURNISHED, OWNER INSTALLED PANTRY POLISHED CHROME PAIR PAPER TOWEL DISPENSER PARTITION PLASTER PLASTIC LAMINATE PLATE PLYWOOD POINT POINT PRECAST PNEUMATIC TUBE STATION QUARRY TILE RAD. R.W.L. REF. REFR. RGST. REINF. REQ. RES. R. R.D. RM. R.O. SCHED. SECT. SHT. SH. SHRW. SIM. S.D. S.C. S. SPEC. SQ. RADIUS RAIN WATER LEADER REFERENCE REFRIGERATOR REGISTER REINFORCED REQUIRED RESILIENT RISER ROOF DRAIN ROOM ROUGH OPENING SCHEDULE SECTION SHEET SHELF SHOWER SIMILAR SOAP DISPENSER SOLID CORE SOUTH SPECIFICATION SQUARE SYMBOLS ABBREVIATIONS DISABLED ACCESS REQUIREMENTS APPLICABLE CODES LIST OF 2022 CALIFORNIA CODE OF REGULATIONS APPLICABLE CODES AS OF JANUARY 1, 2023: 2016 AMERICANS WITH DISABILITIES ACT, (A.D.A) CALIFORNIA CODE OF REGULATIONS • 2022 CALIFORNIA ADMINISTRATIVE CODE (CAC)..........(PART 1, TITLE 24, CCR) • 2022 CALIFORNIA BUILDING CODE (CBC), VOLS 1 & 2..........(PART 2, TITLE 24, CCR) (2021 EDITION INTERNATIONAL BUILDING CODE) • 2022 CALIFORNIA ELECTRICAL CODE (CEC)..........(PART 3, TITLE 24, CCR) (2020 EDITION NATIONAL BUILDING CODE) • 2022 CALIFORNIA MECHANICAL CODE (CMC)..........(PART 4, TITLE 24, CCR) (2021 EDITION UMC UNIFORM MECHANICAL CODE) • 2022 CALIFORNIA PLUMBING CODE (CPC)..........(PART 5, TITLE 24, CCR) (2021 EDITION UPC UNIFORM PLUMBING CODE) • 2022 CALIFORNIA ENERGY CODE..........(PART 6, TITLE 24, CCR) (2021 EDITION IECC INTERNATIONAL ENERGY CONSERVATION CODE) • 2022 CALIFORNIA FIRE CODE (CFC)..........(PART 9, TITLE 24, CCR) (2021 EDITION IFC INTERNATIONAL FIRE CODE) • 2022 CALIFORNIA EXISTING BUILDING CODE..........(PART 10, TITLE 24, CCR) (2021 IEBC INTERNATIONAL EXISTING BUILDING CODE) • 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE..........(PART 11, TITLE 24, CCR) (2021 IBC INTERNATIONAL BUILDING CODE) • 2022 CALIFORNIA REFERENCED STANDARDS CODE..........(PART 12, TITLE 24, CCR) NFPA 13 -2019 NFPA 72 -2019 PARTIAL LIST OF APPLICABLE STANDARDS: ADA STANDARDS FOR ACCESSIBLE DESIGN (UPDATED TITLE II & III)2016 EDITION 2022 CALIFORNIA BUILDING CODE (FOR SFM) REFERENCED STANDARDS CHAPTER 35 NFPA 10 PORTABLE FIRE EXTINGUISHERS 2022 EDITION NFPA 13 AUTOMATIC SPRINKLER SYSTEMS (CALIFORNIA AMENDED)2022 EDITION NFPA 14 STANDPIPE SYSTEMS (CALIFORNIA AMENDED)2019 EDITION NFPA 17 DRY CHEMICAL EXTINGUISHING SYSTEMS 2021 EDITION NFPA 17A WET CHEMICAL EXTINGUISHING SYSTEMS 2021 EDITION NFPA 20 STATIONARY PUMPS 2022 EDITION NFPA 22 WATER TANKS FOR PRIVATE PROTECTION 2023 EDITION NFPA 24 PRIVATE FIRE SERVICE MAINS (CALIFORNIA AMENDED)2022 EDITION NFPA 72 NATIONAL FIRE ALARM CODE AND SIGNALING CODE (CALIFORNIA AMENDED) (NOTE:SEE UL STANDARD 1971 FOR "VISUAL DEVICES")2022 EDITION NFPA 80 FIRE DOOR & OTHER OPENING PROTECTIVES 2022 EDITION NFPA 92 STANDARD FOR SMOKE CONTROL SYSTEMS 2021 EDITION NFPA 110 EMERGENCY & STANDBY POWER SYSTEMS 2022 EDITION NFPA 253 CRITICAL RADIANT FLUX OF FLOOR COVERING SYSTEMS 2023 EDITION UL 464 AUDIBLE SIGNAL APPLIANCES 2021 EDITION UL 521 HEAT DETECTORS FOR FIRE PROTECTIVE SIGNALING SYSTEMS 2021 EDITION CITY OF CARLSBAD: ALL CONSTRUCTION WILL COMPLY WITH ALL CURRENT CODES: 2022 CA BUILDING, MECHANICAL, ELECTRICAL, PLUMBING, ENERGY, GREEN AND FIRE CODES, AND THE CITY OF CARLSBAD MUNICIPAL CODE. • MINIMUM SUBMITTAL REQUIREMENTS (B-46) • CAP BUILDING PLAN TEMPLATE (B-55) • STORM WATER TIER 1 SWPPP (E-29) • DETERMINATION OF PROJECT'S SWPPP TIER LEVEL AND CONSTRUCTION THREAT LEVEL (E-32) GENERAL NOTES 1. THESE DRAWINGS AND SPECIFICATIONS ARE DIVIDED INTO SECTIONS FOR CONVENIENCE ONLY. CONTRACTORS, SUBCONTRACTORS AND MATERIAL SUPPLIERS SHALL REFER TO ALL RELEVANT SECTIONS IN BIDDING AND PERFORMING THEIR WORK, AND SHALL BE RESPONSIBLE FOR ALL ASPECTS OF THE WORK REGARDLESS OF WHERE THE INFORMATION OCCURS IN THE DRAWINGS. 2. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS, SECTIONS AND DETAILS, UNLESS OTHERWISE NOTED ON THE DRAWINGS; WALLS ON CONCRETE CURBS ARE DIMENSIONED TO FACE OF CONCRETE CURB, ALL OTHER STUD WALLS ARE DIMENSIONED TO FACE OF STUD, AND STEEL COLUMNS ARE DIMENSIONED TO CENTERLINE. DO NOT SCALE THE DRAWINGS. 3. THE ARCHITECT ASSUMES RESPONSIBILITY ONLY FOR CONSTRUCTION IN ACCORDANCE WITH THE LATEST EDITION OF DRAWING REVISIONS AND ASSUMES NO RESPONSIBILITY FOR ANY CONSTRUCTION BASED ON BID SETS OR ANY DRAWINGS WHICH DO NOT REFLECT APPROVAL FROM THE AUTHORITY HAVING JURISDICTION. 4. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY ITEMS AND PROCEDURES FROM THE START OF CONSTRUCTION THROUGH OCCUPANCY. 5. THE GENERAL CONTRACTOR SHALL VERIFY LOCATION OF TRANSFORMERS AND UNDERGROUND UTILITIES WITH APPLICABLE UTILITY COMPANIES. 6. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL REQUIRED ROUGH OPENINGS, TOLERANCES, AND CLEARANCES NECESSARY TO COMPLETE THE CONSTRUCTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. 7. SUBCONTRACTORS SHALL BE RESPONSIBLE FOR THE COORDINATION OF THEIR WORK WITH THE WORK OF OTHERS. SUBCONTRACTORS SHALL VERIFY THAT ANY WORK RELATED TO THEM, WHICH MUST BE PROVIDED BY OTHERS, HAS BEEN COMPLETED AND IS ADEQUATE PRIOR TO COMMENCING THEIR WORK. 8. THE GENERAL CONTRACTOR SHALL VERIFY, AT THE SITE, ALL CONDITIONS AFFECTING WORK AND SHALL REVIEW THE CONTRACT DOCUMENTS FOR ANY AREAS OF QUESTION AFFECTING COST, CONSTRUCTION AND GUARANTEE, AND ANY DRAWING, DIMENSIONAL, DETAIL OR NOTE CONFLICT, DISCREPANCY, ILLEGIBILITY OR OMISSION. ALL AREAS OF QUESTION SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IN WRITING BEFORE COMMENCING ANY WORK AND/OR SUBMITTING ANY BID. COMMENCEMENT OF ANY WORK SHALL CONSTITUTE ACCEPTANCE BY THE CONTRACTOR OF ALL CONDITIONS AFFECTING WORK. 9. ALL CONSTRUCTION SHALL BE IN STRICT CONFORMANCE WITH THE MANUFACTURERS' LATEST SPECIFICATION. ALL DISCREPANCIES BETWEEN THESE SPECIFICATIONS AND THE CONTRACT DOCUMENTS PREPARED BY THE ARCHITECT AND HIS CONSULTANTS, SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE COMMENCING WORK. 10. CONCRETE PAVING AND CONCRETE FINISHES WITH GRADIENTS UNDER 5% SHALL HAVE A NON-SLIP MEDIUM BROOM FINISH, WITH BROOM STROKES PERPENDICULAR TO THE PRIMARY DIRECTION OF TRAVEL. CONCRETE PAVING WITH GRADIENTS OVER 5% SHALL HAVE A NON-SLIP HEAVY BROOM FINISH. A ROCK SALT FINISH IS NOT ACCEPTABLE. 11. COMPLY WITH 2019 CFC CHAPTER 14 DURING ALL PHASES OF PROJECT. DISABLED ACCESS PARKING SPACES: (PER SEC. 11B-208, 11B-502 & 11B-503) A. ACCESSIBLE SPACES SHALL BE LOCATED AS FOLLOWS PER SECTION 11B-208: 1. ON THE SHORTEST ACCESSIBLE ROUTE TO AN ACCESSIBLE ENTRANCE WHEN SERVING A PARTICULAR BUILDING. 2. ON THE SHORTEST ACCESSIBLE ROUTE TO AN ACCESSIBLE ENTRANCE OF A PARKING FACILITY. 3. DISPERSED AND LOCATED ON THE SHORTEST ACCESSIBLE ROUTE TO ACCESSIBLE ENTRANCES WHERE BUILDINGS HAVE MULTIPLE ACCESSIBLE ENTRANCES WITH ADJACENT PARKING. B. VAN SPACES SHALL BE A MINIMUM OF 216 INCHES LONG AND 144 INCHES WIDE AND SHALL HAVE AN ADJACENT ACCESS AISLE. SEE SECTION 11B-502.2 1. VAN PARKING SPACES SHALL BE PERMITTED TO BE 108 INCHES WIDE MINIMUM. HERE THE ACCESS AISLE IS 96 INCHES WIDE MINIMUM. C. ACCESS AISLES SHALL ADJOIN AN ACCESSIBLE ROUTE. TWO PARKING SPACES SHALL BE PERMITTED TO SHARE A COMMON ACCESS AISLE. SEE SECTION 11B-502.3 1. ACCESS AISLES SHALL BE A MINIMUM OF 60 INCHES WIDE AND EXTEND THE FULL REQUIRED LENGTH OF THE PARKING SPACES THEY SERVE. 2. ACCESS AISLES SHALL BE MARKED WITH A BLUE PAINTED BORDERLINE AROUND THEIR PERIMETER WITH A BLUE HATCH INSIDE AND "NO PARKING" IN WHITE LETTERING. 3. ACCESS AISLES SHALL NOT OVERLAP THE VEHICULAR WAY AND ARE PERMITTED TO BE PLACED ON EITHER SIDE OF THE PARKING, EXCEPT FOR VAN PARKING SPACES WHICH SHALL HAVE ACCESS AISLES LOCATED ON THE PASSENGER SIDE OF THE PARKING SPACES. 4. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACES THEY SERVE. D. FLOOR AND GROUND SURFACES SHALL BE STABLE, FIRM AND SLIP RESISTANT. SLOPES NOT STEEPER THAT 1:48 SHALL BE PERMITTED. SEE SECTION 11B-502.4 E. PARKING SPACES, ACCESS AISLES AND VEHICULAR ROUTES SERVING THEM SHALL PROVIDE A VERTICAL CLEARANCE OF 98 INCHES. SEE SECTION 11B-502.5 F. PERMANENT PARKING SPACE IDENTIFICATION SIGNS SHALL MEET THE FOLLOWING REQUIREMENTS PER SECTION 11B-502.6: 1. INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IN WHITE ON A BLUE BACKGROUND ON A REFLECTORIZED SIGN 36 INCHES WIDE BY 36 INCHES HIGH. 2. HAVE A MINIMUM AREA OF 70 SQUARE INCHES. 3. BE LOCATED 60 INCHES FROM THE CENTERLINE OF THE PARKING SPACE WITH ITS SIDES PARALLEL TO THE LENGTH OF THE PARKING SPACE AND ITS LOWER CORNER AT, OR LOWER SIDE ALIGNED WITH, THE END OF THE PARKING SPACE LENGTH. 4. BE LOCATED 60 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, UNLESS LOCATED WITHIN A CIRCULATION PATH, SIGNS SHALL BE AT 80 INCHES MINIMUM. 5. CONTAIN ADDITIONAL LANGUAGE OR AN ADDITIONAL SIGN BELOW THE INTERNATIONAL SIGN OF ACCESSIBILITY SHALL STATE "MINIMUM FINE $250". 6. CONTAIN ADDITIONAL LANGUAGE OR AN ADDITIONAL SIGN WITH THE DESIGNATION "VAN ACCESSIBLE" TO IDENTIFY VAN PARKING SPACES. 7. BE VISIBLE FROM EACH PARKING SPACE AS PERMANENTLY POSTED EITHER IMMEDIATELY ADJACENT TO THE PARKING SPACE OR WITHIN THE PROJECTED PARKING SPACE WIDTH AT THE HEAD END OF THE PARKING SPACE. SIGNS MAY ALSO BE PERMANENTLY POSTED ON A WALL AT THE INTERIOR END OF THE PARKING SPACE. G. EACH ACCESSIBLE PARKING SPACE SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY ON THE SURFACE. SEE SECTION 11B-502.4 H. PARKING SPACES AND ACCESS AISLES SHALL BE DESIGNED SO THAT CARS AND VANS, WHEN PARKED, CANNOT OBSTRUCT THE REQUIRED CLEAR WIDTH OF ADJACENT ACCESSIBLE ROUTES. SEE SECTION 11B-502.7 1. PARKING SPACES AND ACCESS AISLES SHALL BE DESIGNED SO THAT PERSONS USING THEM ARE NOT REQUIRED TO TRAVEL BEHIND PARKING SPACES OTHER THAN TO PASS BEHIND THE PARKING SPACES IN WHICH THEY PARKED. 2. A CURB OR WHEEL STOP SHALL BE PROVIDED IF REQUIRED TO PREVENT ENCROACHMENT OF VEHICLES OVER THE REQUIRED CLEAR WIDTH OF ADJACENT ACCESSIBLE ROUTES. I. AN ADDITIONAL SIGN SHALL NOT BE LESS THAN 17 INCHES WIDE BY 22 INCHES HIGH AND CLEARLY STATE IN LETTERS WITH A MINIMUM HEIGHT OF 1 INCH PER SECTION 11B-502.8: ""UNAUTHORIZED" VEHICLES IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT THE OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT: _________ OR BY TELEPHONING: _________. " (BLANK SPACES SHALL BE FILLED IN WITH APPROPRIATE INFORMATION AS A PERMANENT PART OF THE SIGN) THE ADDITIONAL SIGN SHALL BE POSTED EITHER: 1. IN A CONSPICUOUS PLACE A EACH ENTRANCE TO AN OFF- STREET PARKING FACILITY 2. OR IMMEDIATELY ADJACENT TO ON-SITE ACCESSIBLE PARKING AND VISIBLE FROM EACH PARKING SPACE. J. PROVIDE A PASSENGER ACCESS AISLE, 60 INCHES WIDE AND THE FULL LENGTH OF THE VEHICLE SPACES THEY SERVE, AND PARALLEL TO THE PASSENGER LOADING SPACE PER SECTION 11B - 503.3 THE FOLLOWING DISABLED ACCESS ITEMS ARE TAKEN FROM THE 2022 EDITION OF CALIFORNIA ADMINISTRATIVE CODE TITLE 24, 2022 CBC PER CHAPTER 11B ALL PUBLICLY AND PRIVATELY FUNDED PUBLIC ACCOMMODATIONS AND COMMERCIAL FACILITIES SHALL BE ACCESSIBLE TO PERSONS WITH PHYSICAL DISABILITIES AS FOLLOWS: 1. ANY BUILDING, STRUCTURE, FACILITY, COMPLEX, OR IMPROVED AREA, OR PORTIONS THEREOF, WHICH ARE USED BY THE GENERAL PUBLIC. 2. ANY SANITARY FACILITIES WHICH ARE MADE AVAILABLE FOR THE PUBLIC, CLIENTS, OR EMPLOYEES IN SUCH ACCOMMODATIONS OR FACILITIES. 3. ANY CURB OR SIDEWALK INTENDED FOR PUBLIC USE THAT IS CONSTRUCTED WITH PRIVATE FUNDS. 4. ALL EXISTING ACCOMMODATION WHEN ALTERATIONS, STRUCTURAL REPAIRS OR ADDITIONS ARE MADE TO SUCH ACCOMMODATIONS. GENERAL: TO ASSURE THAT BARRIER-FREE DESIGN IS INCORPORATED IN ALL BUILDINGS, FACILITIES, SITE WORK AND OTHER IMPROVEMENTS, THESE STANDARDS APPLY TO ALL ADDITIONS, ALTERATIONS AND STRUCTURAL REPAIRS. THESE STANDARD INCORPORATE THE REQUIREMENTS COVERED IN TITLE II AND III OF THE AMERICAN WITH DISABILITIES ACT OF 1990. NOTE: ALL FIGURES AND TABLES REFERENCED IN THIS CHECKLIST ARE PRINTED IN CALIFORNIA ADMINISTRATIVE CODE, TITLE 24. SITE ACCESSIBILITY: A. SITE DEVELOPMENT AND GRADING SHALL BE DESIGNED TO PROVIDE ACCESS TO ALL ENTRANCES AND EXTERIOR GROUND FLOOR EXITS, AND ACCESS TO NORMAL PATHS OF TRAVEL, AND WHERE NECESSARY TO PROVIDE ACCESS, SHALL INCORPORATE PEDESTRIAN RAMPS, CURB RAMPS, ETC. B. WHEN MORE THAN ONE BUILDING OR FACILITY IS LOCATED ON A SITE, ACCESSIBLE ROUTES OF TRAVEL SHALL BE PROVIDED BETWEEN BUILDINGS AND ACCESSIBLE SITE FACILITIES. C. AT EVERY PRIMARY PUBLIC ENTRANCE AND AT EVERY MAJOR FUNCTION ALONG OR LEADING TO AN ACCESSIBLE ROUTE OF TRAVEL, THERE SHALL BE A SIGN DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. SIGNS SHALL INDICATE THE DIRECTION TO ACCESSIBLE BUILDING ENTRANCES AND FACILITIES PROJECT SCOPE OF WORK INCLUDES BUT NOT LIMITED TO THE LIST BELOW, SEE DRAWINGS FOR ADDITIONAL SCOPE. ARCHITECTURAL CONVERSION OF EXISTING MEETING ROOM E185, AND A/V EQUIPMENT ROOM E186 INTO NEW COMMUNITY RISK OFFICE SPACE. COMMUNITY RISK SPACE INCLUDES 2 PRIVATE OFFICES, 9 CUBICLES, AND A CONFERENCE ROOM SHARED WITH THE NEW EOC SPACE. CONVERSION OF EXISTING MEETING ROOMS E183 & E184 INTO NEW EOC SPACE. NEW EOC SPACE INCLUDES 6 BANKS PODS OF WORKSTATIONS AND 2 ADDITIONAL WORKSTATIONS FOR MANAGEMENT PERSONNEL. CONVERSION OF EXISTING STORAGE E182 SPACE INTO NEW AV/IT ROOM AND SMALLER CONFERENCE ROOM WITH MILLWORK TO SUPPORT NEW EOC SPACE. CONVERSION OF OFFICE E180 INTO OFFICE FOR EOC DIRECTOR. NEW OFFICE WILL INCLUDE OFFICE DESK WITH MONITORS. STRUCTURAL NEW A/V EQUIPMENT TO BE SEISMICALLY BRACED. ELECTRICAL TRANSFORMER TO BE SEISMICALLY BRACED IN E108. ELECTRICAL NEW TRANSFORMER IN EXISTING ELECTRICAL ROOM. NEW LIGHTING LAYOUT AND POWER TO BE PROVIDED. MECHANICAL NEW MECHANICAL DUCT DISTRIBUTION SYSTEM, NEW MINI SPLIT FOR AV/IT ROOM. TECHNOLOGY NEW TECHNOLOGY INFRASTRUCTURE INCLUDING DISPLAYS, NETWORK EQUIPMENT. SECURITY NEW CARD READERS, UPDATED SECURITY SYSTEMS WITH NEW PANELS. NO SITE OR LANDSCAPE SCOPE AS PART OF THIS PROJECT. DISABLED ACCESS REQUIREMENTS SCOPE OF WORK PROJECT INFORMATION PROPERTY ADDRESS: 2560 ORION WAY CARLSBAD, CA 92010 PROPERTY OWNER: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE, CARLSBAD, CA 92008 STEVEN STEWART -FACILITIES ENGINEERING DIV. (760) 602-7543 STEVEN.STEWART@CARLSBADCA.GOV APN: 209-050-26-00 YEAR BUILT:1985 LEGAL DESCRIPTION:LOT B*DOC82-201566 IN ACREAGE: 26.28 TOTAL BLDG AREA:53,207 SQ. FT (NO CHANGE) P&FH 1ST FLOOR AREA:32,305 SQ. FT. (NO CHANGE) EOC WING 1ST FLOOR AREA: 6,350 SQ. FT. (NO CHANGE) TOTAL 1ST FLOOR AREA:38,655 SQ. FT. (NO CHANGE) TOTAL ALLOWABLE AREA (TABLE 506.2):69,000 SQ. FT. -TYPE II-B (FULLY SPRINKLERED) BUILDING HEIGHT:30 FT (TOP OF PARAPET) NO CHANGE TOTAL ALLOWABLE HEIGHT (TABLE 504.3):75' FT -TYPE II-B (FULLY SPRINKLERED) REMODELED AREA: EOC WING 6,350 SQ. FT. SPRINKLERED: FULLY SPRINKLERED USE AND OCCUPANCY CLASSIFICATION: EOC WING B (BUSINESS), S-1 (STORAGE) CONSTRUCTION TYPE CLASSIFICATION: TYPE II-B (EOC WING) WATER / WASTE: CARLSBAD MUNICIPAL WATER DISTRICT BASED ON THE ANALYTICAL RESULTS FROM THIS SURVEY, PREPARED BY NINYO & MOORE (08.21.20), HAZARDOUS MATERIALS (HAZMAT) ARE LOCATED IN THE SUBJECT BUILDING. MATERIALS, WHICH WERE NOT SAMPLED AS PART OF THIS ASSESSMENT, THAT ARE UNIFORM IN COLOR, TEXTURE, CONSTRUCTION OR APPLICATION DATE, AND/OR GENERAL APPEARANCE TO MATERIALS FOUND TO CONTAIN HAZMAT, SHOULD BE ASSUMED TO BE HAZARDOUS. THE IDENTIFIED HAZMAT SHOULD NOT BE DISTURBED. PRIOR TO BUILDING RENOVATION AND/OR DEMOLITION ACTIVITIES, A LICENSED HAZMAT ABATEMENT CONTRACTOR SHOULD REMOVE THE HAZMAT IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS. IT IS THE CONTRACTOR’S RESPONSIBILITY TO CONFIRM HAZMAT LOCATIONS AND QUANTITIES PRIOR TO BID SUBMITTALS AND INITIATING RENOVATION AND/OR DEMOLITION ACTIVITIES FOR THE SUBJECT BUILDING. CONTRACTOR TO REVIEW FULL REPORT FOR ADDITIONAL INFORMATION: HAZARDOUS MATERIALS HAZARDOUS BUILDING MATERIALS SURVEY CARLSBAD SAFETY CENTER RENOVATION 2560 ORION WAY CARLSBAD, CALIFORNIA CITY OF CARLSBAD 1635 FARADAY AVENUE | CARLSBAD, CALIFORNIA AUGUST 21, 2020 | PROJECT NO. 108715012 • REVISE SPRINKLER SYSTEM LAYOUT • SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE, WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. DEFERRED SUBMITTAL VICINITY MAP - 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: 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION AG JS JMISSUED FOR CONSTRUCTION 09.01.2023 06.09.2023 BUILDING PERMIT SUBMITTAL 07.28.2023 BUILDING PERMIT SUBMITTAL 02 09.01.2023 ISSUED FOR CONSTRUCTION G004 GENERAL NOTES / CALIFORNIA GREEN BUILDING STANDARDS CARLSBAD EOC WING RENOVATION 2560 ORION WAY CARLSBAD, CA 92010 THE FOLLOWING NON-RESIDENTIAL GREEN BUILDING STANDARDS ARE TAKEN FROM THE 2022 EDITION OF CALIFORNIA GREEN BUILDING STANDARDS CODE, CHAPTER 5 NONRESIDENTIAL MANDATORY MEASURES: A.PRIOR TO FINAL INSPECTION THE LICENSED CONTRACTOR, ARCHITECT OR ENGINEER IN RESPONSIBLE CHARGE OF THE OVERALL CONSTRUCTION MUST PROVIDE TO THE BUILDING DEPARTMENT OFFICIAL WRITTEN VERIFICATION THAT ALL APPLICABLE PROVISIONS FROM THE GREEN BUILDING STANDARDS CODE HAVE BEEN IMPLEMENTED AS PART OF THE CONSTRUCTION. (CGC 102.3) B.ELECTRIC VEHICLE (EV) CHARGING: [N] CONSTRUCTION SHALL COMPLY WITH SECTION 5.106.5.3.1 OR SECTION 5.106.5.3.2. OF 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE TO FACILITATE FUTURE INSTALLATION OF ELECTRIC VEHICLE SUPPLY EQUIPMENT (EVSE). WHEN EVSE(S) IS/ARE INSTALLED, IT SHALL BE IN ACCORDANCE WITH THE CALIFORNIA BUILDING CODE, THE CALIFORNIA ELECRICAL CODE AND AS FOLLOWS: 1.SINGLE CHARGING SPACE REQUIRMENTS:[N] WHEN ONLY A SINGLE CHARGING SPACE IS REQUIRED PER TABLE 5.106.5.3.3, A RACEWAY IS REQUIRED TO BE INSTALLED AT THE TIME OF CONSTRUCTION AND SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA ELECTRICAL CODE. CONSTRUCTION PLANS AND SPECIFICATIONS SHALL INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: • THE TYPE AND LOCATION OF THE EVSE. • A LISTED RACEWAY CAPABLE OF ACCOMMODATING A 208/240- VOLT DEDICATED BRANCH CIRCUIT. • THE RACEWAYSHALL NOT BE LESS THAN TRADE SIZE 1". • THE RACEWAY SHALL ORIGINATE AT A SERVICE PANEL OR A SUBPANEL SERVING THE AREA, AND SHALL TERMINATE IN CLOSE PROXIMITY TO THE PROPOSED LOCATION OF THE CHARGING EQUIPMENT AND INTO A LISTED SUITABLE CABINET, BOX, ENCLOSURE OR EQUIVALENT. • THE SERVICE PANEL OR SUBPANEL SHALL HAVE SUFFICIENT CAPACITY TO ACCOMMODATE A MINIMUN 40-AMPRERE DEDICATED BRANCH CIRCUIT FOR THE FUTURE INSTALLATION OF THE EVSE. 2.MULTIPLE CHARGING SPACE REQUIRMENTS:[N] WHEN MULTIPLE CHARGING SPACES ARE REQUIRED PER TABLE 5.106.5.3.3 RACEWAY(S) IS/ARE REQUIRED TO BE INSTALLED AT THE TIME OF CONSTRUCTION AND SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA ELECTRICAL CODE. CONSTRUCTION PLANS AND SPECIFICATIONS SHALL INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: • THE TYPE AND LOCATION OF THE EVSE. • THE RACEWAY(S) SHALL ORIGINATE AT A SERVICE PANEL OR A SUBPANEL(S) SERVING THE AREA, AND SHALL TERMINATE IN CLOSE PROXIMITY TO THE PROPOSED LOCATION OF THE CHARGING EQUIPMENT AND INTO LISTED SUITABLE CABINET(S), BOX(S), ENCLOSURE(S) OR EQUIVALENT. • PLAN DESIGN SHALL BE BASED UPON 40-AMPRERE MINIMUN BRANCH CIRCUITS. • ELECTRICAL CALCULATIONS SHALL SUBSTANTIATE THE DESIGN OF THE ELECTRICAL SYSTEM, TO INCLUDE THE RATING OF EQUIPMENT AND ANY ON-SITE DISTRIBUTION TRANSFORMERS AND HAVE SUFFICIENT CAPACITY TO SIMULTANEOUSLY CHARGE ALL REQUIRED EVS AT ITS FULL RATED AMPERAGE. • THE SERVICE PANEL OR SUBPANEL(S) SHALL HAVE SUFFICIENT CAPACITY TO ACCOMMODATE THE REQUIRED NUMBER OF DEDICATED BRANCH CIRCUIT(S) FOR THE FUTURE INSTALLATION OF THE EVSE. 3.EV CHARGING SPACE CALCULATIONS: [N] TABLE 5.106.5.3.3 SHALL BE USED TO DETERMINE IF SINGLE OR MULTIPLE CHARGING SPACE REQUIREMENTS APPLY FOR THE FUTURE INSTALLATION OF EVSE. EXCEPTIONS: ON A CASE-BY-CASE BASIS WHERE THE LOCAL ENFORCING AGENCY HAS DETERMINED EV CHARGING AND INFRASTRUCTURE IS NOT FEASIBLE BASED UPON ONE OR MORE OF THE FOLLOWING CONDITIONS: • WHERE THERE IS INSUFFICIENT ELECTRICAL SUPPLY. • WHERE THERE IS EVIDENCE SUITABLE TO THE LOCAL ENFORCING AGENCY SUBSTANTIATING THAT ADDITIONAL LOCAL UTILITY INFRASTRUCTURE DESIGN REQUIREMENTS, DIRECTLY RELATED TO THE IMPLEMENTATION OF SECTION 5.106.5.3, MAY ADVERSELY IMPACT THE CONSTRUCTION COST OF THE PROJECT. NON-RESIDENTIAL GREEN BUILDING STANDARDS 3.FOR ADDITIONS OR ALTERATIONS THAT ADD 10 OR MORE TENANT-OCCUPANT VEHICULAR PARKING SPACES, PROVIDE SECURE BICYCLE PARKING FOR 5 PERCENT OF THE VEHICULAR PARKING SPACES BEING ADDED, WITH A MINIMUM OF ONE BICYCLE PARKING FACILITY. 4.FOR NEW SHELL BUILDINGS IN PHASED PROJECTS PROVIDE SECURE BICYCLE PARKING FOR 5 PERCENT OF THE ANTICIPATED TENANT-OCCUPANT VEHICULAR PARKING SPACES WITH A MINIMUM OF ONE BICYCLE PARKING FACILITY. 5.ACCEPTABLE PARKING FACILITIES SHALL BE CONVENIENT FROM THE STREET AND SHALL MEET ONE OF THE FOLLOWING: • COVERED, LOCKABLE ENCLOSURES WITH PERMANENTLY ANCHORED RACKS FOR BICYCLES; • LOCKABLE BICYCLE ROOMS WITH PERMAMENTLY ANCHORED RACKS; OR • LOCKABLE, PERMANENTLY ANCHORED BICYCLE LOCKERS. D.DESIGNATED PARKING FOR CLEAN AIR VEHICLES: IN NEW PROJECTS OR ALTERATIONS THAT ADD 10 OR MORE VEHICULAR PARKING SPACES, PROVIDE DESIGNATED PARKING FOR ANY COMBINATION OF LOW-EMITTING, FUEL-EFFICIENT AND CARPOOL/VAN VEHICLES AS FOLLOW: • PARKING STALL MARKING: PAINT, IN THE PAINT USED FOR STALL STRIPING, THE FOLLOWING CHARACTERS SUCH THAT THE LOWER EDGE OF THE LAST WORD ALIGNS WITH THE END OF THE STALL STRIPING AND IS VISIBLE BENEATH A PARKED VEHICLE:CLEAN AIR / VANPOOL / EV • NOTE: VEHICLES BEARING CLEAN AIR VEHICLE STICKERS FROM EXPIRED HOV LANE PROGRAMS MAY BE CONSIDERED ELIGIBLE FOR DESIGNATED PARKING SPACES. E.LIGHT POLLUTION REDUCTION: [N] OUTDOOR LIGHTING SYSTEMS SHALL BE DESIGNED AND INSTALLED TO COMPLY WITH THE FOLLOWING: • THE MINIMUM REQUIREMENTS IN THE CALIFORNIA ENERGY CODE FOR LIGHTING ZONES 0-4 AS DEFINED IN CHAPTER 10, SECTION 10-114 OF THE CALIFORNIA ADMINISTRATIVE CODE; AND • BACKLIGHT (B) RATINGS AS DEFINED IN IES TM-15-11 (SHOWN IN TABLE A-1 IN CHAPTER 8); • UPLIGHT AND GLARE RATINGS AS DEFINED IN CALIFORNIA ENERGY CODE (SHOWN IN TABLES 130.2-A AND 130.2-B IN CHAPTER 8) AND • ALLOWABLE BUG RATINGS NOT EXCEEDING THOSE SHOWN IN TABLE 5.106.8 [N], OR COMPLY WITH A LOCAL ORDINANCE LAWFULLY ENACTED PURSUANT TO SECTION 101.7, WHICHEVER IS MORE STRINGENT. EXCEPTIONS: [N] • LUMINAIRES THAT QUALIFY AS EXCEPTIONS IN SECTION 140.7 OF THE CALIFORNIA ENERGY CODE • EMERGENCY LIGHTING. • BUILDING FACADE MEETING THE REQUIREMENTS IN TABLE 140.7-B OF THE CALIFORNIA ENERGY CODE, PART 6. • CUSTOM LIGHTING FEATURES AS ALLOWED BY THE LOCAL ENFORCING AGENCY, AS PERMITTED BY SECTION 101.8 ALTERNATE MATERIALS, DESIGNS AND METHODS OF CONSTRUCTION. F.MOISTURE CONTROL: EMPLOY MOISTURE CONTROL MEASURES BY THE FOLLOWING METHODS: 1.SPRINKLERS: DESIGN AND MAINTAIN LANDSCAPE IRRIGATION SYSTEMS TO PREVENT SPRAY ON STRUCTURES. 2.ENTRIES AND OPENINGS:DESIGN EXTERIOR ENTRIES AND/OR OPENINGS SUBJECT TO FOOT TRAFFIC OR WIND- DRIVEN RAIN TO PREVENT WATER INTRUSION INTO BUILDINGS AS FOLLOWS: • EXTERIOR DOOR PROTECTION: PRIMARY EXTERIOR ENTRIES SHALL BE COVERED TO PREVENT WATER INTRUSION BY USING NONABSORBENT FLOOR AND WALL FINISHES WITHIN AT LEAST 2 FEET AROUND AND PERPENDICULAR TO SUCH OPENINGS PLUS AT LEAST ONE OF THE FOLLOWING: a. AN INSTALLED AWNING AT LEAST 4 FEET IN DEPTH. b. THE DOOR IS PROTECTED BY A ROOF OVERHANG AT LEAST 4 FEET IN DEPTH. c. THE DOOR IS RECESSED AT LEAST 4 FEET. d. OTHER METHODS WHICH PROVIDE EQUIVALENT PROTECTION. • FLASHING: INSTALL FLASHINGS INTEGRATED WITH A DRAINAGE PLANE. G.CONSTRUCTION WASTE MANAGEMENT: RECYCLE AND/OR SALVAGE FOR REUSE A MINIMUM OF 65 PERCENT OF THE NONHAZARDOUS CONSTRUCTION AND DEMOLITION WASTE IN ACCORDANCE WITH SECTION 5.408.1.1, 5.408.1.2 OR 5.408.1.3; OR MEET A LOCAL CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT ORDINANCE, WHICHEVER IS MORE STRINGENT. 1. CONSTRUCTION WASTE MANAGEMENT: RECYCLE AND/OR SALVAGE FOR REUSE A MINIMUM OF 65 PERCENT OF THE NONHAZARDOUS CONSTRUCTION AND DEMOLITION WASTE IN ACCORDANCE WITH SECTION 5.408.1.1, 5.408.1.2 OR 5.408.1.3; OR MEET A LOCAL CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT ORDINANCE, WHICHEVER IS MORE STRINGENT. • CONSTRUCTION WASTE MANAGEMENT PLAN: WHERE A LOCAL JURISDICTION DOES NOT HAVE A CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT ORDINANCE THAT IS MORE STRINGENT, SUBMIT A CONSTRUCTION WASTE MANAGEMENT PLAN THAT a. IDENTIFIES THE CONSTRUCTION AND DEMOLITION WASTE MATERIALS TO BE DIVERTED FROM DISPOSAL BY EFFICIENT USAGE, RECYCLING, REUSE ON THE PROJECT OR SALVAGE FOR FUTURE USE OR SALE. b. DETERMINES IF CONSTRUCTION AND DEMOLITION WASTE MATERIALS WILL BE SORTED ON-SITE (SOURCE- SEPARATED) OR BULK MIXED (SINGLE STREAM). c. IDENTIFIES DIVERSION FACILITIES WHERE CONSTRUCTION AND DEMOLITION WASTE MATERIAL COLLECTED WILL BE TAKEN. d. SPECIFIES THAT THE AMOUNT OF CONSTRUCTION AND DEMOLITION WASTE MATERIALS DIVERTED SHALL BE CALCULATED BY WEIGHT OR VOLUME, BUT NOT BY BOTH. 2.WASTE STREAM REDUCTION ALTERNATIVE: THE COMBINED WEIGHT OF NEW CONSTRUCTION DISPOSAL THAT DOES NOT EXCEED TWO POUNDS PER SQUARE FOOT OF BUILDING AREA MAY BE DEEMED TO MEET THE 65 PERCENT MINIMUM REQUIREMENT AS APPROVED BY THE ENFORCING AGENCY. 3.DOCUMENTATION: DOCUMENTATION SHALL BE PROVIDED TO THE ENFORCING AGENCY WHICH DEMONSTRATES COMPLIANCE WITH SECTIONS 5.408.1.1 THROUGH 5.408.1.3. THE WASTE MANAGEMENT PLAN SHALL BE UPDATED AS NECESSARY AND SHALL BE ACCESSIBLE DURING CONSTRUCTION FOR EXAMINATION BY THE ENFORCING AGENCY. H.EXCAVATED SOIL AND LAND CLEARING DEBRIS: 100 PERCENT OF TREES, STUMPS, ROCKS AND ASSOCIATED VEGETATION AND SOILS RESULTING PRIMARILY FROM LAND CLEARING SHALL BE REUSED OR RECYCLED. FOR A PHASED PROJECT, SUCH MATERIAL MAY BE STOCKPILED ON SITE UNTIL THE STORAGE SITE IS DEVELOPED. EXCEPTION:REUSE, EITHER ON-OR OFF-SITE, OF VEGETATION OR SOIL CONTAMINATED BY DISEASE OR PEST INFESTATION. I.RECYCLING BY OCCUPANTS: PROVIDE READILY ACCESSIBLE AREAS THAT SERVE THE ENTIRE BUILDING AND ARE IDENTIFIED FOR THE DEPOSITING, STORAGE AND COLLECTION OF NON-HAZARDOUS MATERIALS FOR RECYCLING, INCLUDING (AT A MINIMUM) PAPER, CORRUGATED CARDBOARD, GLASS, PLASTICS, ORGANIC WASTE, AND METALS OR MEET A LAWFULLY ENACTED LOCAL RECYCLING ORDINANCE, IF MORE RESTRICTIVE. EXCEPTION: RURAL JURISDICTIONS THAT MEET AND APPLY FOR THE EXEMPTION IN PUBLIC RESOURCES CODE 42649.82 (A)(2)(A) ET SEQ. SHALL ALSO BE EXEMPT FROM THE ORGANIC WASTE PORTION OF THIS SECTION. J.DOCUMENTATION AND TRAINING: [N]A SYSTEMS MANUAL AND SYSTEMS OPERATIONS TRAINING ARE REQUIRED, INCLUDING OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA) REQUIREMENTS IN CALIFORNIA CODE OF REGULATIONS (CCR), TITLE 8, SECTION 5142, AND OTHER RELATED REGULATIONS. 1.SYSTEMS MANUAL: [N]DOCUMENTATION OF THE OPERATIONAL ASPECTS OF THE BUILDING SHALL BE COMPLETED WITHIN THE SYSTEMS MANUAL AND DELIVERED TO THE BUILDING OWNER OR REPRESENTATIVE. THE SYSTEMS MANUAL SHALL INCLUDE THE FOLLOWING: a. SITE INFORMATION, INCLUDING FACILITY DESCRIPTION, HISTORY AND CURRENT REQUIREMENTS. b. SITE CONTACT INFORMATION. c. BASIC OPERATIONS AND MAINTENANCE, INCLUDING GENERAL SITE OPERATING PROCEDURES, BASIC TROUBLESHOOTING, RECOMMENDED MAINTENANCE REQUIREMENTS, SITE EVENTS LOG. d. MAJOR SYSTEMS. e. SITE EQUIPMENT INVENTORY AND MAINTENANCE NOTES. f. A COPY OF VERIFICATIONS REQUIRED BY THE ENFORCING AGENCY OR THIS CODE. g. OTHER RESOURCES AND DOCUMENTATION, IF APPLICABLE. K.COVERING OF DUCT OPENINGS AND PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION: AT THE TIME OF ROUGH INSTALLATION AND DURING STORAGE ON THE CONSTRUCTION SITE UNTIL FINAL STARTUP OF THE HEATING, COOLING AND VENTILATING EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, SHEETMETAL OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF DUST, WATER AND DEBRIS WHICH MAY ENTER THE SYSTEM. L.FINISH MATERIAL POLLUTANT CONTROL: FINISH MATERIALS SHALL COMPLY WITH SECTIONS 5.504.4.1 THROUGH 5.504.4.5 OF CGC. ( ADHESIVES, SEALANTS AND CAULKS, PAINTS AND COATINGS, CARPET SYSTEMS AND COMPOSITE WOOD PRODUCTS) M.FILTERS: IN MECHANICALLY VENTILATED BUILDINGS, PROVIDE REGULARLY OCCUPIED AREAS OF THE BUILDING WITH AIR FILTRATION MEDIA FOR OUTSIDE AND RETURN AIR THAT PROVIDES AT LEAST A MINIMUM EFFICIENCY REPORTING VALUE (MERV) OF 13. MERV 13 FILTERS SHALL BE INSTALLED PRIOR TO OCCUPANCY, AND RECOMMENDATIONS FOR MAINTENANCE WITH FILTERS OF THE SAME VALUE SHALL BE INCLUDED IN THE OPERATION AND MAINTENANCE MANUAL. EXCEPTION:EXISTING MECHANICAL EQUIPMENT. N.ENVIRONMENTAL TOBACCO SMOKE (ETS) CONTROL: WHERE OUTDOOR AREAS ARE PROVIDED FOR SMOKING, PROHIBIT SMOKING WITHIN 25 FEET OF BUILDING ENTRIES, OUTDOOR AIR INTAKES AND OPERABLE WINDOWS AND WITHIN THE BUILDING AS ALREADY PROHIBITED BY OTHER LAWS OR REGULATIONS; OR AS ENFORCED BY ORDINANCES, REGULATIONS OR POLICIES OF ANY CITY, COUNTY, CITY AND COUNTY, CALIFORNIA COMMUNITY COLLEGE, CAMPUS OF THE CALIFORNIA STATE UNIVERSITY, OR CAMPUS OF THE UNIVERSITY OF CALIFORNIA, WHICHEVER ARE MORE STRINGENT. WHEN ORDINANCES, REGULATIONS OR POLICIES ARE NOT IN PLACE, POST SIGNAGE TO INFORM BUILDING OCCUPANTS OF THE PROHIBITIONS. O.EXTERIOR NOISE TRANSMISSION, PRESCRIPTIVE METHOD: WALL AND ROOF-CEILING ASSEMBLIES EXPOSED TO THE NOISE SOURCE MAKING UP THE BUILDING OR ADDITION ENVELOPE OR ALTERED ENVELOPE SHALL MEET A COMPOSITE STC RATING OF AT LEAST 50 OR A COMPOSITE OITC RATING OF NO LESS THAN 40, WITH EXTERIOR WINDOWS OF A MINIMUM STC OF 40 OR OITC OF 30 IN THE FOLLOWING LOCATIONS: • WITHIN THE 65 CNEL NOISE CONTOUR OF AN AIRPORT. • WITHIN THE 65 CNEL OR LDN NOISE CONTOUR OF A FREEWAY OR EXPRESSWAY, RAILROAD, INDUSTRIAL SOURCE OR FIXED- GUIDEWAY SOURCE AS DETERMINED BY THE NOISE ELEMENT OF THE GENERAL PLAN. P.INTERIOR SOUND TRANSMISSION: WALL AND FLOOR-CEILING ASSEMBLIES SEPARATING TENANT SPACES AND TENANT SPACES AND PUBLIC PLACES SHALL HAVE AN STC OF AT LEAST 40. Q.OZONE DEPLETION AND GREENHOUSE GAS REDUCTIONS 1. CHLOROFLUOROCARBONS (CFCS): INSTALL HVAC, REFRIGERATION AND FIRE SUPPRESSION EQUIPMENT THAT DO NOT CONTAIN CFCS. 2.HALONS: INSTALL HVAC, REFRIGERATION AND FIRE SUPPRESSION EQUIPMENT THAT DO NOT CONTAIN HALONS. R.WATER REDUCTION MAXIMUM FIXTURE FLOW RATES SHALL COMPLY WITH THE FOLLOWING: C.BICYCLE PARKING: [BSC-CG] COMPLY WITH SECTIONS 5.106.4.1.1 AND 5.106.4.1.2; OR MEET THE APPLICABLE LOCAL ORDINANCE, WHICHEVER IS STRICTER. 1.SHORT-TERM BICYCLE PARKING:IF THE NEW PROJECT OR AN ADDITION OR ALTERATION IS ANTICIPATED TO GENERATE VISITOR TRAFFIC, PROVIDE PERMANENTLY ANCHORED BICYCLE RACKS WITHIN 200 FEET OF THE VISITORS' ENTRANCE, READILY VISIBLE TO PASSERS-BY, FOR 5 PERCENT OF NEW VISITOR MOTORIZED VEHICLE PARKING SPACES BEBING ADDED, WITH A MINIMUM OF ONE TWO-BIKE CAPACITY RACK. EXCEPTION: ADDITIONS OR ALTERATIONS WHICH ADD NINE OR LESS VISITOR VEHICULAR PARKING SPACES. 2. LONG-TERM BICYCLE PARKING: FOR NEW BUILDINGS WITH TENANT SPACES THAT HAVE 10 OR MORE TENANT-OCCUPANTS OR FOR ADDITIONS OR ALTERATIONS THAT ADD 10 OR MORE TENANT VEHICULAR PARKING SPACES, PROVIDE SECURE BICYCLE PARKING FOR 5 PERCENT OF THE TENANT-OCCUPANT VEHICULAR PARKING SPACES BEING ADDED, WITH A MINIMUM OF ONE VEHICLE PARKING FACILITY. FIRE PENETRATION GENERAL NOTES • PENETRATIONS OF FIRE WALLS SHALL BE PROTECTED WITH THROUGH-PENETRATION FIRE STOPS AND MEMBRANE- PENETRATION FIRE STOPS IN ACCORDANCE WITH IBC SECTION 714. • PENETRATIONS OF FIRE-RESISTIVE WALLS, FLOOR-CEILINGS AND ROOF-CEILINGS SHALL BE PROTECTED AS REQUIRED IN CBC SECTION 714 • STEEL ELECTRICAL OUTLET BOXES AT FIRE BARRIER WALLS SHALL NOT EXCEED 16 SQ IN, SHALL NOT EXCEED 100 SQUARE INCHES PER 100 SQ FT OF WALL, AND SHALL BE SEPARATED BY A HORIZONTAL DISTANCE OF TWENTY-FOUR INCHES WHEN ON OPPOSITE SIDES OF A WALL. SECTION 714.4.2 +2 5 +2 5 45.5" WS EXIST'G TB PER CLIENT 10 11 12 13 G H J K L 14 15 16 607 SF 5 HALLWAY 101-150 241 SF 2 MEN E105-150 183 SF 2 E.O.C. DIRECTOR 109B100 2052 SF 42 E.O.C. 106B50 47 SF ELECT. E108-0 97 SF 1 CUST. E187S-1 300 271 SF 2 ENTRY 100-150 160 SF 2 WOMEN E104-150 REQUIRED PROVIDED DOOR 6.2"34" REQUIRED PROVIDED DOOR 4.8" 34"REQUIRED PROVIDED DOOR 8"68" 23 21 + 2 138 SF 10 CONFERENCE ROOM 107B15 10 21 21 31 21 + 10 237 SF 16 CONFERENCE ROOM 105B15 885 SF 6 COMMUNITY RISK 102B150 17 2 2 136 SF 1 OFFICE 103B150 136 SF 1 OFFICE 104B150 6 8 6 + 2 10 8 + 2 27 10 + 17 38 27 + 11 147 SF 1 AV/IT 108S-1 3001 2 24 23 + 1 1 193 SF HALLWAY E172-0 55 SF GENDER NEUTRAL E174-0 52 SF GENDER NEUTRAL E173-0 171 SF 2 RECORDS SUPERVISOR 110B150 474 SF 4 LOBBY E101B150 64' - 11"/3 = 21' - 8" 64' - 11" (80.50') (37.00') EXIT A EXIT B EXIT C FE FE R 75' - 0" R 75' - 0" (91.75') EQUIPPED WITH PANIC HARDWARE EQUIPPED WITH PANIC HARDWARE EQUIPPED WITH PANIC HARDWARE > 2 1 ' - 8 ", O K 4 3 ' - 1 1 " 2 5 2 28 SF 1 VESTIBULE E177-150 2 3 2 + 1 7 5 + 2 40 38 + 2 10 7 + 3 Sign: 105D Sign: 105C Sign: 102B Sign: 100B Sign: 106B Sign: 106C Sign: E172 Sign: 101C 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) REQUIRED PROVIDED DOOR 9.8"0" EXIT AEXIT DOOR I.D. # # # + # OCCUPANT LOAD CUMULATIVE OCCUPANT LOAD 0.2" X OCCUPANT LOAD SERVED DOOR CLEARANCE PROVIDED ACCESSIBLE MEANS PATH OF TRAVEL FARTHEST POINT (XX.00) FARTHEST TRAVEL DISTANCE EXISTING FIRE EXTINGUISHER CABINET (DECIMAL FEET) FE ILLUMINATED EXIT SIGN, SEE E202 FOR MORE INFORMATION - 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: 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION AG JS JMISSUED FOR CONSTRUCTION 09.01.2023 06.09.2023 BUILDING PERMIT SUBMITTAL 07.28.2023 BUILDING PERMIT SUBMITTAL 02 09.01.2023 ISSUED FOR CONSTRUCTION As indicated G005 EGRESS/CODE ANALYSIS -EOC WING CARLSBAD EOC WING RENOVATION 2560 ORION WAY CARLSBAD, CA 92010 SCALE: 1/8" = 1'-0" REF: A300 G005 1 EGRESS PLAN - EOC WING 0'4'8'16'32'N SCALE: 1/8" = 1'-0" (1:96) EXIT "A" OCCUPANT LOAD = 13 OCCUPANTS 40 X 0.2 = 8" EXIT DOOR REQUIRED; 68" CLEAR PROVIDED BETWEEN 2 EXIT DOORS EXIT "B" OCCUPANT LOAD = 24 OCCUPANTS 24 X 0.2 = 4.8" EXIT DOOR REQUIRED; 34" CLEAR PROVIDED EXIT "C" OCCUPANT LOAD = 31 OCCUPANTS 31 X 0.2 = 6.2" EXIT DOOR REQUIRED; 34" CLEAR PROVIDED EXIT ACCESS DOORWAYS (1005.3.2 EGRESS WIDTH PER OCCUPANT SERVED) EGRESS ANALYSIS ROOM # ROOM NAME OCC. GROUP (CBC 303.4)AREA ROOM FUNCTION (CBC 1004.5) OCC. LOAD FACTOR (CBC 1004.5) O.L.F. TYPE OCC. LOAD COMMENTS 100 ENTRY B 271 SF -150 GROSS 2 101 HALLWAY B 607 SF -150 GROSS 5 102 COMMUNITY RISK B 885 SF BUSINESS AREA 150 GROSS 6 103 OFFICE B 136 SF BUSINESS AREA 150 GROSS 1 104 OFFICE B 136 SF BUSINESS AREA 150 GROSS 1 105 CONFERENCE ROOM B 237 SF BUSINESS AREA 15 GROSS 16 106 E.O.C.B 2052 SF BUSINESS AREA - CONCENTRATED BUSINESS USE AREA PER CBC 2022 SEC.1004.8 50 GROSS 42 107 CONFERENCE ROOM B 138 SF BUSINESS AREA 15 GROSS 10 108 AV/IT S-1 147 SF ACCESSORY STORAGE AREAS, MECH. EQUIP. ROOM 300 GROSS 1 109 E.O.C. DIRECTOR B 183 SF BUSINESS AREA 150 GROSS 2 E104 WOMEN B 160 SF -150 GROSS 2 E105 MEN B 241 SF -150 GROSS 2 E177 VESTIBULE B 28 SF -150 GROSS 1 E187 CUST.S-1 97 SF ACCESSORY STORAGE AREAS, MECH. EQUIP. ROOM 300 GROSS 1 5319 SF 91 RELEVENT CODE SECTIONS EGRESS PLAN LEGEND EXIT ACCESS DOORWAYS SIGN #.ROOM NAME SIGN DESCRIPTION DETAIL USER SPECIFIED TEXT 100B ENTRY TACTILE EXIT SIGN 1A/A891 (Room Name) 101C HALLWAY TACTILE EXIT SIGN 1A/A891 (Room Name) 102B COMMUNITY RISK TACTILE EXIT ROUTE SIGN 1B/A891 (Room Name) 105C CONFERENCE ROOM TACTILE EXIT ROUTE SIGN 1B/A891 (Room Name) 105D CONFERENCE ROOM TACTILE EXIT ROUTE SIGN 1B/A891 (Room Name) 106B E.O.C.TACTILE EXIT ROUTE SIGN 1B/A891 (Room Name) 106C E.O.C.TACTILE EXIT SIGN 1A/A891 (Room Name) E172 HALLWAY TACTILE EXIT ROUTE SIGN 1B/A891 (Room Name) EXIT SIGNAGE NOTE: SEE A601 FOR FULL SIGNAGE PLAN AND SCHEDULE, AND SIGNAGE DETAILS ON A891. - 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: 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION AG JS JMISSUED FOR CONSTRUCTION 09.01.2023 06.09.2023 BUILDING PERMIT SUBMITTAL 07.28.2023 BUILDING PERMIT SUBMITTAL 02 09.01.2023 ISSUED FOR CONSTRUCTION G006 CALGREEN CHECKLIST CARLSBAD EOC WING RENOVATION 2560 ORION WAY CARLSBAD, CA 92010 - 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: 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION AG JS JMISSUED FOR CONSTRUCTION 09.01.2023 06.09.2023 BUILDING PERMIT SUBMITTAL 07.28.2023 BUILDING PERMIT SUBMITTAL 02 09.01.2023 ISSUED FOR CONSTRUCTION G007 CALGREEN CHECKLIST CARLSBAD EOC WING RENOVATION 2560 ORION WAY CARLSBAD, CA 92010 - 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: 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION AG JS JMISSUED FOR CONSTRUCTION 09.01.2023 06.09.2023 BUILDING PERMIT SUBMITTAL 07.28.2023 BUILDING PERMIT SUBMITTAL 02 09.01.2023 ISSUED FOR CONSTRUCTION G008 CALGREEN CHECKLIST CARLSBAD EOC WING RENOVATION 2560 ORION WAY CARLSBAD, CA 92010 1' -6" 24 " M A X . 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 VIEW 27 " M I N . 36 " M A X . 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. 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 BASE 2' - 1 0 " 2' - 1 0 " 9"8" MIN. 1' - 5" CL R . 9" ELEVATION SECTION INSULATION PER WALL TYPE 2A10BC SQUARE TRIM ROUGH OPENING: 25"H X 101/2"W X 4"D WALL PER PLAN PULL HANDLE PULL HANDLE HIGHEST PART OF OPERATING HANDLE MA X . 4' - 0 " 4' - 0 " TY P . 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 WALL TYPE PER PLAN MIN 1' - 6" 1' - 0" MIN PU L L S I D E PU S H S I D E 60 " M I N 48 " M I N FRONT APPROACH HINGE APPROACH 3' - 0" MIN 60 " M I N . 48 " M I N * 44 " M I N LATCH APPROACH 60 " M I N * 48" MIN.* 44" MIN. 2' - 0" MIN 2' - 0" MIN 1' - 10" MIN 32" CLR MIN ** 32" CLR MIN ** 32" CLR MIN ** NOTES: * IF BOTH LATCH AND CLOSER ARE PROVIDED ** CLEAR WIDTH SHALL COMPLY WITH LOCAL CODE AMENDMENT REQUIREMENTS 1. EXTERIOR DASH LINE INDICATES (E) ACCESSIBLE CLEAR LEVEL LANDING AREA, 1:48 MAX SLOPE 24" MINCLEAR AT EXTERIOR DOORS CLEAR AT INTERIOR DOORS PROVIDE ADDITIONAL SPACE IF DOOR HAS BOTH LATCH AND CLOSER 54"MIN FRONT 1' - 3" MIN 4' - 0" MAX FRONT OBSTRUCTED 44" MAX w/ PROJECTIONS > 20" - 25" MAX 4' - 0" MAX w/ PROJECTIONS 20" MAX PROJECTIONS SIDE 1' - 3" MIN 4' - 0" MAX 0' - 10" MAX SIDE HIGH SIDE OBSTRUCTED 2' - 10" MAX 4' - 0" MAX 0' - 10" MAX SIDE HIGH SIDE OBSTRUCTED 2' - 10" MAX 3' - 10" MAX >10"- 2' - 0" MAX Y. CLR. 27" MIN. X Z 48" MIN. 34" MAX. 28" MIN. MIN. 30". X Z 48" MIN. NOTE:X SHALL BE LESS THAN OR EQUAL TO 25 INCHES. Z SHALL BE GREATER THAN OR EQUAL TO X. WHEN X IS LESS THAN 20 INCHES, THEN Y SHALL BE 48 INCHES MAX. WHEN X IS 20 TO 25 INCHES, THEN Y SHALL BE 44 INCHES MAXIMUM FORWARD REACH OVER AN OBSTRUCTION 30" MIN. 30" MIN. 19" MIN. 48" MIN.19" MIN. 30" MIN. 48" MIN. 30" MIN.42" MIN. ACCESSIBLE PATH OF TRAVEL 27"-28" 12" MAX 12" MAX 27"-80" THAN 12" GREATER POST POST POST-MOUNTED PROTRUDING OBJECTS LOBBY 4" MAX. 80" MIN. HIGHER 27" OR ANY AMOUNT BELOW 27" OR WALKING PARALLEL TO WALL MAX 27". WALKING PERPENDICULAR TO WALL THAN 27" WHEN GREATER. POST 12" MAX. OBJECTS MOUNTED ON POSTS OR PYLONS NOTE: TOP OF DOOR HARDWARE 44" MAX. AND BOTTOM OF DOOR HARDWARE 34" MIN. ELECT. OUTLET WHERE OCCURS EDGE OF DOOR FRAME, OR WALL IN CASE OF GLASS SIDELITE @ DOOR, MOUNT SWITCHES & THERMOSTAT ON ADJ. WALL. MOUNT GANGED COVER PLATE BEHIND DOOR SWING & THERMOSTAT 6" BEYOND EDGE OF DOOR IN OPEN POSITION W/ STROBE ALIGNED ABOVE (IF REQ'D) ADDITIONAL 6" OFFSETS TO OCCUR ONLY IF MULTIPLE DEVICES ARE REQ'D, OTHERWISE ALIGN DEVICES VERTICALLY TO BOTTOM OF BOX (CONFIRM W/ LOCAL CODE) LAST SWITCH W/ EDGE MULTIPLE LIGHT SWITCHES, DIMMERS, EXHAUST FANS, ELECTRIC SCREENS, & MECHOSHADES GANGED UNDER ONE COVER PLATE AS REQ'D DOTTED LINE INDICATES SWITCHBANK LOCATIONS ON OPP. SIDE IF SWITCHBANKS ARE REQ'D @ BOTH SIDES OF PARTITION TH E R M O S T A T CL CL CL 0' - 6"0' - 6" EQ.EQ. 6" 0' - 6" 38 " A F F 80 " M I N . T O B O T T O M O F L E N S 15". 48" MAX. TO TOP OF BOX (44" @ OBTRUCTION) WALL MOUNTED EXIT SIGN ON THE SIDE OF THE DOOR COUNTER OBSTRUCTION 44" MAX. FRONT APPROACH CENTERLINE OF DOOR HARDWARE , LIGHT SWITCHES, THERMOSTATS DIMMERS, EXHAUST FANS, ELECTRIC SCREENS, ETC. FIRE STROBE 10 4 " 4" 4" EXIT SIGN ABOVE DOOR, WALL MOUNTED OR PENDANT, WHERE OCCURS PER ELECTRICAL DRAWINGS THERMOSTAT CARD READER FIRE EXTINGUISHER CABINET WHERE OCCURS, SEMI RECESSED, 4" MAX PROJECTION FROM WALL WALL DATA TELEPHONE OUTLET PULL STATION - 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: 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION AG JS JMISSUED FOR CONSTRUCTION 09.01.2023 06.09.2023 BUILDING PERMIT SUBMITTAL 07.28.2023 BUILDING PERMIT SUBMITTAL 02 09.01.2023 ISSUED FOR CONSTRUCTION As indicated G010 ACCESSIBLE DETAILS CARLSBAD EOC WING RENOVATION 2560 ORION WAY CARLSBAD, CA 92010 SCALE: 1/2" = 1'-0" G010 7 DRINKING FOUNTAIN SCALE: 12" = 1'-0" G010 3 MOUNTING HEIGHT GENERAL NOTES SCALE: 3/4" = 1'-0" G010 8 UNDER SINK CLEARANCES SCALE: 3/4" = 1'-0" G010 9 FIRE EXTINGUISHER CABINET DETAIL SCALE: 3/8" = 1'-0" G010 1 ACCESSIBLE DOOR SWING CLEARANCES SCALE: 3/8" = 1'-0" G010 4 ACCESSIBLE REACH RANGES SCALE: 3/16" = 1'-0" G010 6 MINIMUM CLEARANCES FOR SEATING AND TABLES SCALE: 3/8" = 1'-0" G010 2 ACCESSIBLE PROTRUDING OBJECT SCALE: 1/2" = 1'-0" G010 5 TYPICAL MOUNTING HEIGHTS (E) FH FH POLICE + FIRE HEADQUARTERS 50' - 0" 20 ' - 0 " 2 0 ' - 0 " 1 5 0' - 0 " R 15' - 0" R 15' - 0" 1 EV 2 EV 3 EV 4 EV / ACCESSIBLE 1 ADA VAN 2 ADA 3 ADA EOC WING (NOT IN SCOPE) (E) PARKING (NOT IN SCOPE) (E) PARKING COUNT: 12 (E) PARKING COUNT: 7 (E) PARKING COUNT: 18 (E ) P A R K I N G C O U N T : 8(E ) P A R K I N G C O U N T : 4 (E) PARKING COUNT: 2 STANDARD 3 ELECTRIC VEHICLE 1 ADA ELECTRIC VEHICLE 1 ADA VAN 2 ADA STANDARD 02.20602.20802.20202.202 TYP 02.202 TYP 02.205 02.20402.204 02.203 TYP 01.411 02.203 TYP 02.207 02.210 02.211 02.212 (E) PARKING COUNT: 10 (E) PARKING (NOT IN SCOPE) (E ) P A R K I N G (N O T I N S C O P E ) 02.215 TR-1 WM-1 WM-5 WM-6 WM-8 WM-9 SE-1 SE-7 02.227 --- - 01.501 (E) FH SYMBOL DESCRIPTION (N) EXISTING NEW (E) ACCESSIBLE PATH OF TRAVEL MAIN BUILDING ENTRY(E) (E) FIRE HYDRANT (E) LIGHT POLE (E) FENCE LINE (E) GATE (E) CONCRETE PATH (E) FIRE LANE (E) BUILDING, NOT IN CONTRACT BUILDING RENOVATION AREA (E) SIDEWALK (E) LANDSCAPE 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: A300 A100 1 CAMPUS SITE PLAN - 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: 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION AG JS JMISSUED FOR CONSTRUCTION 09.01.2023 06.09.2023 BUILDING PERMIT SUBMITTAL 07.28.2023 BUILDING PERMIT SUBMITTAL 02 09.01.2023 ISSUED FOR CONSTRUCTION As indicated A100 SITE PLAN CARLSBAD EOC WING RENOVATION 2560 ORION WAY CARLSBAD, CA 92010 SITE PLAN LEGEND SCALE: 1" = 20'-0" (1:240) N 0'10 20 40 80 KEYNOTES 01.411 (E) ACCESSIBLE PARKING SPACE AND ACCESSIBLE AISLE STRIPING TO REMAIN 01.501 PROPOSED CONSTRUCTION LAYDOWN AREA 02.202 (E) BOLLARDS TO REMAIN 02.203 (E) FIRE HYDRANT TO REMAIN 02.204 (E) FIRE LANE TO REMAIN 02.205 (E) EV PARKING TO REMAIN 02.206 (E) PUBLIC BIKE PARKING TO REMAIN 02.207 (E) CARPOOL PARKING AND SIGNAGE TO REMAIN 02.208 (E) CONCRETE RETAINING WALLS TO REMAIN, PROTECT IN PLACE DURING CONSTRUCTION 02.210 (E) MEN'S RESTROOM TO REMAIN 02.211 (E) WOMEN'S RESTROOM TO REMAIN 02.212 (E) DRINKING FOUNTAIN TO REMAIN 02.215 (E) BICYCLE LOCKERS TO REMAIN 02.227 (E) TRUNCATED DOMES TO REMAIN PARKING COUNT SITE PLAN NOTES PARKING @ FRONT: 2 4 3 0 PARKING @ REAR: 47 0 0 6 TOTALS: 49 4 3 6 TOTAL PARKING REQUIRED PER CARLSBAD MUNICIPAL CODE 21.44.020: 1 SPACE PER 250 S.F. GROSS FLOOR AREA = 53,207/250 = 212 MIN. NUMBER OF REQUIRED ACCESSIBLE PARKING SPACES (TABLE 11B-208.2): TOTAL PARKING STALLS: 56 (INCLUDING 4 EVCS & 3 ADA STALLS) REQUIRED ADA STALLS: 3 (1 VAN) (E) STANDARD (E) EV (E) ADA (E) MOTORCYCLE NO PROPOSED CHANGES TO PARKING COUNTS. 1. ALL LANDSCAPE SHOWN IN THE SITE PLAN IS EXISTING TO REMAIN. PROTECT DURING CONSTRUCTION. 2. NO EASEMENTS ON PROPERTY. 3. NO GRADING WORK IN SCOPE. 4. ALL PROPERTY LINES AND BUILDINGS ARE SHOWN ON THIS SITE PLAN. SEE SHEET G-002 FOR PARCEL MAP. 5. ACCESSIBLE PATH OF TRAVEL TO BE 5% MAXIMUM RUNNING SLOPE WITH 2% MAXIMUM CROSS SLOPE PER CBC 11B-403.3. BMP LEGEND - 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: 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION AG JS JMISSUED FOR CONSTRUCTION 09.01.2023 06.09.2023 BUILDING PERMIT SUBMITTAL 07.28.2023 BUILDING PERMIT SUBMITTAL 02 09.01.2023 ISSUED FOR CONSTRUCTION A101 SWPP (E-29) CARLSBAD EOC WING RENOVATION 2560 ORION WAY CARLSBAD, CA 92010 STEVEN STEWART 2560 ORION WAY X X X X X XXX X X X X X XX X X XXX XXX 209-050-26-00 10 11 12 13 G H J K L 14 15 16 TYP 02.402 TYP 02.402 STORAGE E182 322 SF A/V EQUIP. E186 236 SF MEETING ROOM E185 1068 SF MEETING ROOM E184 1057 SF MEETING ROOM E183 1068 SF OFFICE E180 181 SF HALLWAY E176 613 SF ENTRY E175 271 SF 02.403 E186 E185B E185A E184B E184A E183B E183A E182A E182 E183 ELECT. E188 50 SF VESTIBULE E177 28 SF MEN E105 241 SF WOMEN E104 158 SF CUST. E187 95 SF A300 2 E180 02.406 02.406 E187 E186 E188 E177 E178 E179 E174E173 E110E101B LOBBY E101 HALLWAY E172 GENDER NEUTRAL E173 GENDER NEUTRAL E174 RECORDS SUPERVISOR 110 E181 E172B 02.214 02.409 02.409 02.409 02.409 02.216 02.410 02.411 6' - 10 3/8" 02.412 12 ' - 6 " 5 ' - 1 0 " 5 ' - 4 " 6 ' - 2 1 / 2 " 5 ' - 4 " 6 ' - 2 1 / 2 " 5 ' - 4 " 5' - 0 1/2"3' - 0 1/2"5' - 0" 6' - 3" 02.418 A891 9 A891 11 A891 10 1. 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. 2. 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. 3. ALL EQUIPMENT, DEVICES, AND APPURTENANCES SHALL BE RELOCATED IF FOUND TO CONFLICT WITH INTERIOR MODIFICATIONS. THIS INCLUDES HVAC, LIFE SAFETY DEVICES, POLICE RADIOS. 4. ALL EXISTING ELECTRICAL LINES, CONDUIT, PIPES, AC DUCTING AND INFRASTRUCTIRE THAT ARE FOUND DEFECTIVE SHALL BE IDENTIFIED AND BROUGHT TO THE ATTENTION OF THE ARCHITECT AND CITY PROJECT MANAGER. 5. CONTRACTOR TO REMOVE ALL EXISTING WINDOW SHADES AND INSTALL NEW, SEE A600 FOR LOCATIONS. 6. CONTRACTOR TO DEMOLISH NECESSARY WALL FINISHES TO INSTALL BACKING FOR NEW WALL MOUNTED EQUIPMENT. 7. CONTRACTOR TO DEMOLISH EXISTING FLOORING IN ROOMS RECEIVING NEW FLOORING, SEE FINISH PLAN A600 FOR EXTENT OF NEW FLOORING. 8. DEMOLISH WALLS, CASEWORK, PLUMBING AND ANY OTHER ITEMS NECESSARY TO BUILD OUT NEW PLAN. 9. REMOVE ALL EXISTING BASEBOARD AND REPLACE WITH NEW, REFER TO FINISH SCHEDULE ON A600. SYMBOL DESCRIPTION WALL / ITEM TO BE DEMOLISHED NOT IN CONTRACT WALL / ITEM TO REMAIN DOOR, FRAME, AND HARDWARE TO BE DEMOLISHED DOOR, FRAME, AND HARDWARE TO REMAIN EXISTING STRUCTURAL K-BRACE TO REMAIN, REFER TO STRUCTURAL DRAWINGS SAW CUT AND DEMOLISHED EXIST. PORTION OF SLAB - 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: 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION AG JS JMISSUED FOR CONSTRUCTION 09.01.2023 06.09.2023 BUILDING PERMIT SUBMITTAL 07.28.2023 BUILDING PERMIT SUBMITTAL 02 09.01.2023 ISSUED FOR CONSTRUCTION 1/8" = 1'-0" A200 DEMOLITION FLOOR PLAN CARLSBAD EOC WING RENOVATION 2560 ORION WAY CARLSBAD, CA 92010 SCALE: 1/8" = 1'-0" REF: A300 A200 1 DEMOLITION FLOOR PLAN 0'4'8'16'32'N SCALE: 1/8" = 1'-0" (1:96) DEMOLITION FLOOR PLAN LEGEND KEYNOTES DEMOLITION FLOOR PLAN NOTES 02.214 (E) REFRIGERATOR TO BE REMOVED AND PROTECTED DURING CONSRUCTION, REINSTALL PER PLANS 02.216 (E) DRAIN TO REMAIN 02.402 (E) DOOR, FRAME, AND HARDWARE TO BE DEMOLISHED 02.403 (E) CASEWORK, COUNTERTOP, SINK, AND RELATED ACCESSORIES TO BE DEMOLISHED, CAP EXISTING WASTE AND WATER LINES 02.406 (E) OPERABLE PARTITION WALL TO BE DEMOLISHED IN ITS ENTIRETY 02.409 (E) PORTION OF SLAB TO BE DEMOLISHED FOR NEW POWER/DATA TRENCHING 02.410 (E) EQUIPMENT AND WIRING TO BE PROTECTED IN PLACE DURING DEMOLITION OF WALLS AND DOOR. COORDINATE WITH CITY IT, ARCHITECT, AND CITY CONSTRUCTION MANAGER ASAP IF ANY EQUIPMENT BECOMES DAMAGED DURING DEMOLITION. 02.411 (E) VENDING MACHINE TO BE REMOVED, STORED, AND REINSTALLED AT A DIFFERENT LOCATION 02.412 (E) PROJECTION SCREEN WINDOW TO BE DEMOLISHED IN ITS ENTIRETY 02.418 (E) DRINKING FOUNTAIN TO BE DEMOLISHED, CAP EXISTING WASTE AND WATER LINES FD FD FD FD FD FD 10 11 12 13 G H J K L 14 15 16 A.F.F.13' -0" A.F.F.8' -0" A.F.F.11' -9"A.F.F.11' -9"A.F.F.11' -9" A.F.F.9' -0" A.F.F.9' -0" A.F.F.9' -0" A.F.F.13' -0"A.F.F.13' -0" 9' -0" LOBBY E101 HALLWAY E172 GENDER NEUTRAL E173 GENDER NEUTRAL E174 RECORDS SUPERVISOR 110 STORAGE E182 322 SF MEETING ROOM E185 1068 SF MEETING ROOM E184 1057 SF MEETING ROOM E183 1068 SF HALLWAY E176 613 SF ELECT. E188 50 SF VESTIBULE E177 28 SF MEN E105 241 SF WOMEN E104 158 SF ENTRY E175 271 SF A/V EQUIP. E186 236 SF OFFICE E180 181 SF CUST. E187 95 SF 02.41302.413 EQ 8 ' - 1 " 3 ' - 2 " 8 ' - 1 " EQ 02.415 02.415 02.415 02.416 02.416 02.416 TYP 02.417 TYP 02.417 TYP 02.417 02.415 EXISTING ACT SUSPENDED CEILING SYSTEM - 2 X 2 ACOUSTIC LAY-IN TO REMAIN EXISTING GYPSUM BOARD CEILING - SUSPENDED CEILING SYSTEM TO REMAIN SUPPLY AIR DIFFUSER -TO BE DEMOLISHED 2'x4' RECESSED LIGHT FIXTURE -EXISTING TO REMAIN RETURN AIR GRILLE -TO BE DEMOLISHED 1'x4' RECESSED LIGHT FIXTURE -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 EXISTING SLOTTED METAL CEILING TO REMAIN SYMBOL DESCRIPTION WALL / ITEM TO BE DEMOLISHED NOT IN CONTRACT WALL / ITEM TO REMAIN EXISTING ACT SUSPENDED CEILING SYSTEM - 2 X 2 ACOUSTIC LAY-IN TO BE DEMOLISHED EXISTING GYPSUM BOARD CEILING - SUSPENDED CEILING SYSTEM TO BE DEMOLISHED - 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: 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION AG JS JMISSUED FOR CONSTRUCTION 09.01.2023 06.09.2023 BUILDING PERMIT SUBMITTAL 07.28.2023 BUILDING PERMIT SUBMITTAL 02 09.01.2023 ISSUED FOR CONSTRUCTION 1/8" = 1'-0" A201 DEMOLITION REFLECTED CEILING PLAN CARLSBAD EOC WING RENOVATION 2560 ORION WAY CARLSBAD, CA 92010 SCALE: 1/8" = 1'-0" REF: A300 A201 1 DEMOLITION REFLECTED CEILING PLAN 0'4'8'16'32'N SCALE: 1/8" = 1'-0" (1:96) DEMOLITION REFLECTED CEILING PLAN LEGEND KEYNOTES DEMOLITION REFLECTED CEILING PLAN NOTES 02.413 (E) EXISTING OPERABLE PARTITION WALL TRACK, METAL FRAMING, AND SOFFIT TO BE DEMOLISHED 02.415 (E) HARDLID SOFFIT TO BE DEMOLISHED, REPAIR ADJACENT WALL AS NECESSARY 02.416 (E) CEILING DEMOLISHED AS PART OF PREVIOUS PROJECT, NO CEILING DEMOLITION WORK IN THIS AREA 02.417 (E) DUCT WORK, GRILLES, AND DIFFUSERS TO BE DEMOLISHED AS INDICATED PER MECHANICAL DRAWINGS 02.413 (E) EXISTING OPERABLE PARTITION WALL TRACK, METAL FRAMING, AND SOFFIT TO BE DEMOLISHED 02.415 (E) HARDLID SOFFIT TO BE DEMOLISHED, REPAIR ADJACENT WALL AS NECESSARY 02.416 (E) CEILING DEMOLISHED AS PART OF PREVIOUS PROJECT, NO CEILING DEMOLITION WORK IN THIS AREA 02.417 (E) DUCT WORK, GRILLES, AND DIFFUSERS TO BE DEMOLISHED AS INDICATED PER MECHANICAL DRAWINGS 1. DEMOLITION OF THE CEILING AND ASSOCIATED LIGHTING IN HALLWAY E176 TO BE COMPLETED AS PART OF PHASE 3 OF THE POLICE AND FIRE HEADQUARTERS PROJECT. NO CEILING DEMOLITION WORK IN HALLWAY E176 AS A PART OF THE CURRENT SCOPE. 2. THE CONTRACTOR IS RESPONSIBLE FOR CONDUTING THE REQUIRED DEMOLITION OF (E) GYP. BD. CEILINGS TO ACCOMMODATE THE INSTALLATION OF NEW EQUIPMENT. REFER TO THE REFLECTED CEILING PLAN (RCP) FOR ADDITIONAL INFORMATION. 3. FOR ADDITIONAL INFORMATION REFER TO ELECTRICAL, TECHNOLOGY, MECHANICAL, AND STRUCTURAL DRAWINGS FOR EXTENT OF DEMOLITION. 4. REMOVE AND REPLACE ALL EXISTING ILLUMINATED EXIT SIGNS AT DOOR EXITS WITHIN SCOPE WITH NEW, REFER TO ELECTRICAL. T T T T T T DOOR PER SCHEDULE. SEE SHEET A700### EXISTING WALL TO REMAIN DOOR WITH ACCESSIBILITY CLEARANCE NOT IN CONTRACT NEW WALL SYMBOL DESCRIPTION s000 STOREFRONT WINDOW PER SCHED. SEE SHEET A700### KEYNOTE TAG. SEE KEYNOTES LEGEND ABOVE##.### NEW TRENCHED DATA RACEWAY WALL TYPE. SEE SHEET A802W# EXISTING STRUCTURAL K-BRACE TO REMAIN, REFER TO STRUCTURAL DRAWINGS NEW WALL UP TO STRUCTURAL DECK NEW CONCRETE INFILL WITH INTEGRATED DATA RACEWAY, REFER TO STRUCTURAL AND TECHNOLOGY DRAWINGS 10 11 12 13 G H J K L 14 15 16 1 A310 1A300 4 A310 2 A310 E110 E101B E173 E174 E177 E178 E179 E181 E187 E188 E183 ER ER ER ER VESTIBULE E177 28 SF MEN E179 241 SF WOMEN E178 158 SF CUST. E187 95 SF 136 SF OFFICE 103 136 SF OFFICE 104 47 SF ELECT. E108 885 SF COMMUNITY RISK 102 237 SF CONFERENCE ROOM 105 2052 SF E.O.C. 106 138 SF CONFERENCE ROOM 107 147 SF AV/IT 108 183 SF E.O.C. DIRECTOR 109 102 105A 105B 104 103 108 109 E177 A500 A500 2 3 A500 A501 A5004 A500 5 A500 7 9 10 11 A501 1 2 3 4 A501 5 67 8 3 A310 E100A E100B 107B 607 SF HALLWAY 101 106A 6 8 LOBBY E101 HALLWAY E172 GENDER NEUTRAL E173 GENDER NEUTRAL E174 RECORDS SUPERVISOR 110 109 106 105A 105B 103B 104B 103A 104A 102 27.202 TYP 27.401 27.401 TYP 27.401 107 27.102 27.102 27.102 27.102 107A E172B 10.402 10.402 A900 4 02.218 02.220 02.220 02.220 02.220 02.220 TYP 02.220 02.220 02.220 02.220 02.220 A300 3 A3004 A300 5 E172A 1 271 SF ENTRY 100 12.302 12.306 12.304 11 S501 11 S501 TYP 03.301 TYP 03.301 TYP 03.301 TYP 27.102 A900 1 09.202 A891 9 A891 11 A891 10 1. FIELD VERIFY DIMENSIONS PRIOR TO CONSTRUCTION. 2. UNLESS OTHERWISE INDICATED, ALL WALL DIMENSIONS ARE TO FACE-OF-STUD AT NEW WALLS OR FACE OF FINISH AT EXISTING WALLS TO REMAIN. 3. ALL DIMENSIONS RELATED TO EXISTING CONDITIONS SHALL BE VERIFIED ON SITE AS NECESSARY. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR CONFLICTS. 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. WHERE A CLEAR DIMENSION OR OPENING IS REQUIRED OR NOTED, MEASURE DIMENSION TO FACE OF PARTITION FINISH. 7. PREP, PRIME AND PATCH EXISTING WALL AND SURFACE OF STRUCTURE TO REMAIN EXPOSED TO PREPARE FOR NEW PAINT. 8. FOR ADDITIONAL INFORMATION REFER TO STRUCTURAL, MECHANICAL, ELECTRICAL, AND TECHNOLOGY DESIGN DRAWINGS. 9. SEE DETAIL SHEETS A801 & A802 FOR NEW WALL AND FRAMING DETAILS. 10. ALL EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. DOOR OPENING FORCE IS 5-POUNDS MAXIMUM FOR INTERIOR AND EXTERIOR DOORS PER CBC 11B-404.2.9. 11. ALL DISCRETE ARCHITECTURAL ITEMS SHALL BE ANCHORED TO THE STRUCTURE IN ACCORDANCE WITH DETAILS ON A801 & S501, INCLUDING STORAGE CABINETS, REFRIGERATORS, ETC. FURNITURE, TEMPORARY OR MOVEABLE ITEMS, AND COMPONENTS WEIGHING 20 LBS OR LESS MAY BE EXEMPT FROM THE ANCHORAGE DETAIL REQUIREMENTS. 12. ALL RECESSED EQUIPMENT SHALL BE INSTALLED WITHIN THE DEPTH OF THE WALL OR CEILING PER THE MANUFACTURER'S RECOMMENDATIONS. VERIFY WALL DEPTH AS NECESSARY. 13. FOR ROOM FINISHES, SEE FINISH PLAN AND SCHEDULE. 14. SEE INTERIOR ELEVATIONS AND TECHNOLOGY DRAWINGS FOR EXTENT OF WALL MOUNTED MONITOR LOCATIONS. PROVIDE BACKING, POWER AND DATA. - 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: 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION AG JS JMISSUED FOR CONSTRUCTION 09.01.2023 06.09.2023 BUILDING PERMIT SUBMITTAL 07.28.2023 BUILDING PERMIT SUBMITTAL 02 09.01.2023 ISSUED FOR CONSTRUCTION 1/8" = 1'-0" A203 PROPOSED FLOOR PLAN CARLSBAD EOC WING RENOVATION 2560 ORION WAY CARLSBAD, CA 92010 FLOOR PLAN LEGEND KEYNOTES FLOOR PLAN NOTES 02.218 (E) ROOF ACCESS LADDER AND HATCH TO REMAIN 02.220 (E) STRUCTURAL SEISMIC RETROFITTING AS PART OF PREVIOUS PROJECT TO REMAIN, WHERE EXPOSED TO INTERIOR SPACE, PAINT PER SPECIFICATION 03.301 CONCRETE INFILL PER 5/S501 AND 10/A820 09.202 WALL ABOVE STOREFRONT CONTINUES FULL HEIGHT TO DECK 10.402 SEMI-RECESSED FIRE EXTINGUISHER CABINET, PER DETAIL 9/G010 12.302 18" DEEP LOWER CABINET PER FINISH SCHEDULE 12.304 42" DEEP TALL CABINET PER FINISH SCHEDULE 12.306 18" DEEP CASEWORK SHELVING 27.102 DATA RACEWAY PER TECHNOLOGY DRAWINGS 27.202 TELECOM RACK PER TECHNOLOGY DRAWINGS 27.401 DISPLAY MONITOR PER TECHNOLOGY DRAWINGS SCALE: 1/8" = 1'-0" REF: A300 A203 1 FLOOR PLAN 0'4'8'16'32'N SCALE: 1/8" = 1'-0" (1:96) 10 11 12 13 G H J K L 14 15 16 ER ER ER ER VESTIBULE E177 28 SF MEN E179 241 SF WOMEN E178 158 SF CUST. E187 95 SF 136 SF OFFICE 103 136 SF OFFICE 104 47 SF ELECT. E108 885 SF COMMUNITY RISK 102 237 SF CONFERENCE ROOM 105 2052 SF E.O.C. 106 138 SF CONFERENCE ROOM 107 147 SF AV/IT 108 183 SF E.O.C. DIRECTOR 109 12' - 0"12' - 0"12' - 0"4' - 0"28' - 0"28' - 0" W2 W1 W1 W1 W2 W1 W1W1 W1 W1W1 607 SF HALLWAY 101 LOBBY E101 HALLWAY E172 GENDER NEUTRAL E173 GENDER NEUTRAL E174 RECORDS SUPERVISOR 110 W1 8' - 1 " 3 ' - 2 " 8 ' - 1 " E Q EQ 30' - 7 1/4" 14' - 10 3/4" 10 ' - 8 " 1 7 ' - 8 1 / 2 " 1' - 2" 9' - 9 " 2' - 2" EQ EQ 271 SF ENTRY 100 W1 3' - 6" 5' - 0 1/2"3' - 0 1/2" 5' - 4 " 6 ' - 2 1 / 2 " 5 ' - 4 " 6 ' - 2 1 / 2 " 5 ' - 4 " 5' - 0" 6' - 3" 5' - 4 " 6 1 / 2 " TO C . L . 8' - 0 " TO C . L . 11 ' - 6 1 / 2 " TO C . L . 11 ' - 6 1 / 2 " TO C.L. 11' - 9 1/2" 2' - 2 1 / 2 " 1' - 8" W2 1. FIELD VERIFY DIMENSIONS PRIOR TO CONSTRUCTION. 2. UNLESS OTHERWISE INDICATED, ALL WALL DIMENSIONS ARE TO FACE-OF-STUD AT NEW WALLS OR FACE OF FINISH AT EXISTING WALLS TO REMAIN. 3. ALL DIMENSIONS RELATED TO EXISTING CONDITIONS SHALL BE VERIFIED ON SITE AS NECESSARY. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR CONFLICTS. 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. WHERE A CLEAR DIMENSION OR OPENING IS REQUIRED OR NOTED, MEASURE DIMENSION TO FACE OF PARTITION FINISH. 7. PREP, PRIME AND PATCH EXISTING WALL AND SURFACE OF STRUCTURE TO REMAIN EXPOSED TO PREPARE FOR NEW PAINT. 8. FOR ADDITIONAL INFORMATION REFER TO STRUCTURAL, MECHANICAL, ELECTRICAL, AND TECHNOLOGY DESIGN DRAWINGS. 9. SEE DETAIL SHEETS A801 & A802 FOR NEW WALL AND FRAMING DETAILS. 10. ALL EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. DOOR OPENING FORCE IS 5-POUNDS MAXIMUM FOR INTERIOR AND EXTERIOR DOORS PER CBC 11B-404.2.9. 11. ALL DISCRETE ARCHITECTURAL ITEMS SHALL BE ANCHORED TO THE STRUCTURE IN ACCORDANCE WITH DETAILS ON A801 & S501, INCLUDING STORAGE CABINETS, REFRIGERATORS, ETC. FURNITURE, TEMPORARY OR MOVEABLE ITEMS, AND COMPONENTS WEIGHING 20 LBS OR LESS MAY BE EXEMPT FROM THE ANCHORAGE DETAIL REQUIREMENTS. 12. ALL RECESSED EQUIPMENT SHALL BE INSTALLED WITHIN THE DEPTH OF THE WALL OR CEILING PER THE MANUFACTURER'S RECOMMENDATIONS. VERIFY WALL DEPTH AS NECESSARY. 13. FOR ROOM FINISHES, SEE FINISH PLAN AND SCHEDULE. 14. SEE INTERIOR ELEVATIONS AND TECHNOLOGY DRAWINGS FOR EXTENT OF WALL MOUNTED MONITOR LOCATIONS. PROVIDE BACKING, POWER AND DATA. EXISTING WALL TO REMAIN DOOR WITH ACCESSIBILITY CLEARANCE NOT IN CONTRACT NEW WALL SYMBOL DESCRIPTION WALL TYPE. SEE SHEET A802W# EXISTING STRUCTURAL K-BRACE TO REMAIN, REFER TO STRUCTURAL DRAWINGS NEW WALL UP TO STRUCTURAL DECK NEW CONCRETE INFILL WITH INTEGRATED DATA RACEWAY, REFER TO STRUCTURAL AND TECHNOLOGY DRAWINGS - 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: 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION AG JS JMISSUED FOR CONSTRUCTION 09.01.2023 06.09.2023 BUILDING PERMIT SUBMITTAL 07.28.2023 BUILDING PERMIT SUBMITTAL 02 09.01.2023 ISSUED FOR CONSTRUCTION 1/8" = 1'-0" A203A DIMENSION FLOOR PLAN CARLSBAD EOC WING RENOVATION 2560 ORION WAY CARLSBAD, CA 92010 FLOOR PLAN NOTES DIMENSION FLOOR PLAN LEGEND FLOOR PLAN NOTES SCALE: 1/8" = 1'-0" REF: A300 A203A 1 DIMENSION FLOOR PLAN 0'4'8'16'32'N SCALE: 1/8" = 1'-0" (1:96) 10 11 12 13 G H J K L 14 15 16 PR I N T PL A N N I N G ( 7 / 7 ) LO G I S T I C S ( 5 / 5 ) OP E R A T I O N S ( 6 / 1 2 ) PRINT PL O T T E R OP E R A T I O N S ( 6 / 1 2 ) ER ER ER ER LOBBYLOBBY HALLWAY WOMEN'S RR MEN'S RR RECORD SUPERVISOR VESTIBULE E103 28 SF MEN E105 241 SF WOMEN E104 158 SF CUST. E102 95 SF PO D I U M 136 SF OFFICE 103 136 SF OFFICE 104 47 SF ELECT. E108 885 SF COMMUNITY RISK 102 237 SF CONFERENCE ROOM 105 2052 SF E.O.C. 106 138 SF CONFERENCE ROOM 107 147 SF AV/IT 108 271 SF ENTRY 100 183 SF E.O.C. DIRECTOR 109 FI N A N C E ( 4 / 4 ) MA N A G E M E N T ( 7 / 7 ) OPEN (1) OPEN (1) 607 SF HALLWAY 101 OPEN (1) OP E N ( 5 ) WS 1 WS 2 WS 3 WS4 WS5 WS 6 WS 7 WS 8 WS 9 16 ' - 7 " 1. THIS PLAN SHOWN FOR REFERENCE ONLY. SEE A203 & A203A FOR MORE INFORMATION. EXISTING WALL TO REMAIN DOOR WITH ACCESSIBILITY CLEARANCE NOT IN CONTRACT NEW WALL SYMBOL DESCRIPTION EXISTING STRUCTURAL K-BRACE TO REMAIN, REFER TO STRUCTURAL DRAWINGS - 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: 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION AG JS JMISSUED FOR CONSTRUCTION 09.01.2023 06.09.2023 BUILDING PERMIT SUBMITTAL 07.28.2023 BUILDING PERMIT SUBMITTAL 02 09.01.2023 ISSUED FOR CONSTRUCTION 1/8" = 1'-0" A203B PROPOSED FURNITURE PLAN CARLSBAD EOC WING RENOVATION 2560 ORION WAY CARLSBAD, CA 92010 SCALE: 1/8" = 1'-0" REF: A300 A203B 1 PROPOSED FURNITURE PLAN 0'4'8'16'32'N SCALE: 1/8" = 1'-0" (1:96) FURNITURE PLAN LEGEND FURNITURE PLAN NOTES 180 270 270 180 180 180 DUO CR CR CR CR FIX CR CR FIX CR OC OC OC OC OC OC OC OC OC OC OC OC OC OCOC OC 10 11 12 13 G H J K L 14 15 16 1 A310 4 A310 2 A310 3 A310 136 SF OFFICE 103 136 SF OFFICE 104 47 SF ELECT. E108 885 SF COMMUNITY RISK 102 237 SF CONFERENCE ROOM 105 2052 SF E.O.C. 106 138 SF CONFERENCE ROOM 107 147 SF AV/IT 108 271 SF ENTRY 100 183 SF E.O.C. DIRECTOR 109 LOBBYLOBBY WOMEN'S RR MEN'S RR RECORD SUPERVISOR MEN E105 241 SF WOMEN E104 158 SF VESTIBULE E103 28 SF 607 SF HALLWAY 101 97 SF CUST. E187 A.F.F.9' -6" A.F.F.10' -0"A.F.F.13' -0" A.F.F.9' -6" TYP 27.101 TYP 27.202 TYP 26.501 TYP 26.501 A.F.F.10' -0" A.F.F.9' -6" A.F.F.9' -6" 02.218 TYP 26.501 A.F.F.9' -0" 02.222 11 S501 11 S501 26.501 CASEWORK CENTER L LIGHT IN TYP 26.501 26.501 9' -0" A.F.F. TYP 28.201 HALLWAY E172 15 A850 1 A850 TYP. NEW ACT SUSPENDED CEILING SYSTEM - 2 X 2 ACOUSTIC LAY-IN. SEE A600 FOR TILE SELECTION NEW GYPSUM BOARD CEILING - SUSPENDED CEILING SYSTEM NEW SLOTTED METAL CEILING (AT INTERIOR ONLY) SYMBOL DESCRIPTION EXISTING ACT SUSPENDED CEILING SYSTEM TO REMAIN EXISTING GYPSUM BOARD CEILING TO REMAIN NEW WALL / ITEM WALL / ITEM EXISTING TO REMAIN OPEN TO STRUCTURE ABOVE EXIT SIGN, REFER TO ELECTRICAL DRAWINGS CAMERA, REFER TO TECHNOLOGY DRAWINGS180 OCCUPANCY SENSOR, REFER TO ELECTRICAL DRAWINGS NEW LED LIGHT FIXTURES, REFER TO ELECTRICAL DRAWINGS OC 1. FOR ADDITIONAL INFORMATION REFER TO ELECTRICAL, MECHANICAL, AND TECHNOLOGY DRAWINGS. 2. CENTER SUSPENDED CEILING FRIS EACH WAY WITHIN SPACE, U.N.O. 3. SEE ELECTRICAL DRAWINGS FOR LOCATIONS OF EXIT LIGHTS. 4. FOR TYPICAL CEILING NOTES AND DETAILS, SEE SHEETS A850 & A851. 5. ROUTING OF BUILDING SERVICES SUCH AS PIPES, CONDUITS, TACKS, AND FITTINGS SHOWN IN ENGINEERING DRAWINGS ARE DIAGRAMMATIC IN NATURE, AND, UNLESS OTHERWISE NOTED OR OBVIOUSLY SHOWN OTHERWISE, SHALL BE CONCEALED. 6. WHERE BUILDING SERVICES ARE INTENDED TO REMAIN VISIBLE IN THE FINISHED PRODUCT, THEY SHALL BE ORGANIZED, ROUTED, AND INSTALLED IN A MANNER THAT REFLECTS AN ARCHITECTURAL FINISHED CONDITION, WITH ROUTING THAT IS ORTHOGONAL TO BUILDING GEOMETRIES, REGARDLESS OF WHETHER THIS ADDS TO THE ROUTING LENGTH. DIAGANOL OR RANDOM ROUTING IS NOT ACCEPTABLE WITHOUT ARCHITECT APPROVAL. 7. IN PUBLICLY ACCESSIBLE AREAS, ALL VISIBLE EQUIPMENT, FIXTURES, DEVICES, SPRINKLER HEADS, AND SIGNAGE SHALL BE MOUNTED IN THE CENTER OF CEILING PANELS, GEOMETIC ZONE/ROOM, OR STRUCTURAL BAY, AS APPLICABLE. IN CASES WHERE TWO OR MORE ITEMS OF A SIMILAR NATURE OCCUR WITHIN A SINGLE PANEL OR ZONE, SPECIAL CASE SHALL BE TAKEN TO ENSURE ALIGNMENT. 8. CLEAN DUCT WORK AFTER CONSTRUCTION ACTIVITY. - 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: 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION AG JS JMISSUED FOR CONSTRUCTION 09.01.2023 06.09.2023 BUILDING PERMIT SUBMITTAL 07.28.2023 BUILDING PERMIT SUBMITTAL 02 09.01.2023 ISSUED FOR CONSTRUCTION 1/8" = 1'-0" A204 REFLECTED CEILING PLAN CARLSBAD EOC WING RENOVATION 2560 ORION WAY CARLSBAD, CA 92010 SCALE: 1/8" = 1'-0" REF: A300 A204 1 REFLECTED CEILING PLAN 0'4'8'16'32'N SCALE: 1/8" = 1'-0" (1:96) REFLECTED CEILING PLAN LEGEND KEYNOTES REFLECTED CEILING PLAN NOTES 02.218 (E) ROOF ACCESS LADDER AND HATCH TO REMAIN 02.222 (E) EXTERIOR SOFFIT AND SLOTTED METAL CEILING TO REMAIN 26.501 LIGHT FIXTURE, SEE ELECTRICAL 27.101 LADDER CABLE TRAY PER TECHNOLOGY DRAWINGS 27.202 TELECOM RACK PER TECHNOLOGY DRAWINGS 28.201 CAMERA PER TECHNOLOGY DRAWINGS 10 11 12 13 G H J K L 14 15 16 1 A310 4 A310 2 A310 3 A310 23.70102.21702.21702.217 02.218 02.21902.219 02.21902.219 02.21902.219 02.217 02.223 02.225 02.21902.219 TYP 02.226 11 A820 TYP. 02.218 02.225 (E) WALKPADS TO REMAIN - 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: 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION AG JS JMISSUED FOR CONSTRUCTION 09.01.2023 06.09.2023 BUILDING PERMIT SUBMITTAL 07.28.2023 BUILDING PERMIT SUBMITTAL 02 09.01.2023 ISSUED FOR CONSTRUCTION 1/8" = 1'-0" A205 PROPOSED ROOF PLAN CARLSBAD EOC WING RENOVATION 2560 ORION WAY CARLSBAD, CA 92010 SCALE: 1/8" = 1'-0" REF: A300 A205 1 PROPOSED ROOF PLAN - EOC WING 0'4'8'16'32'N SCALE: 1/8" = 1'-0" (1:96) ROOF PLAN LEGEND 1. SEE STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 2. FOR ANY PIPE OR CONDUIT PENETRATIONS, REFER TO DETAILS 12&13/A820. GENERAL NOTES KEYNOTES 02.217 (E) MECHANICAL ROOFTOP UNIT TO REMAIN 02.219 (E) ROOF TO REMAIN, PROTECT IN PLACE DURING CONSTRUCTION 02.223 (E) ROOF VENT TO REMAIN 02.226 (E) ROOF DRAIN TO REMAIN, PROTECT IN PLACE DURING CONSTRUCTION 23.701 (N) ROOFTOP MECHANICAL UNIT, SEE MECHANICAL SHEET M204 LEVEL 1 0' -0" G H J K L 1 A310 3 A310 103A 104A E100A E100B E100 08.40108.401 Sign: 100D Sign: 100A Sign: 100E 20' - 6" 16' - 11" T.O. HIGH PARAPET 20' -6" T.O. LOW PARAPET 16' -11" 05.701 1. FIELD VERIFY DIMENSIONS PRIOR TO CONSTRUCTION. 2. SEE SHEET A700 FOR DOOR AND STOREFRONT SCHEDULE. 3. SEE SHEET A601 BUILDING SIGN SCHEDULE FOR SIGNAGE INFORMATION. (E) CONCRETE PANELS TO REMAIN PROTECT DURING CONSTRUCTION, REFER TO STRUCTURAL DRAWINGS FOR ANY PENETRATIONS OF CONCRETE PANELS (E) CONCRETE PANELS TO BE DEMOLISHED FOR NEW STOREFRONT WINDOW LOCATIONS LEVEL 1 0' -0" G H J K L 1 A310 3 A310 02.40702.40702.408 8' - 1" 3' - 2" 8' - 1"EQ EQ 6' - 11" E188 T.O. HIGH PARAPET 20' -6" T.O. LOW PARAPET 16' -11" LEVEL 1 0' -0" 13141516 4 A310 T.O. HIGH PARAPET 20' -6" T.O. LOW PARAPET 16' -11" 02.224 LEVEL 1 0' -0" J B.O. CEILING 9' -0" KL 1 A310 3 A310 T.O. HIGH PARAPET 20' -6" T.O. LOW PARAPET 16' -11" LEVEL 1 0' -0" 10 11 12 13 14 15 16 4 A310 2 A310 T.O. HIGH PARAPET 20' -6" T.O. LOW PARAPET 16' -11" 02.224 02.225 - 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: 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION AG JS JMISSUED FOR CONSTRUCTION 09.01.2023 06.09.2023 BUILDING PERMIT SUBMITTAL 07.28.2023 BUILDING PERMIT SUBMITTAL 02 09.01.2023 ISSUED FOR CONSTRUCTION As indicated A300 EXTERIOR ELEVATIONS -DEMOLITION AND NEW CARLSBAD EOC WING RENOVATION 2560 ORION WAY CARLSBAD, CA 92010 SCALE: 1/8" = 1'-0" REF: A203 A300 1 EOC - NORTH ELEVATION - PROPOSED MATERIAL/COLOR LEGEND KEYNOTES EXTERIOR ELEVATION NOTES 02.224 (E) GLAZING TO REMAIN 02.225 (E) METAL SHADE STRUCTURE TO REMAIN 02.407 (E) PORTION OF WALL TO BE DEMOLISHED, BRACE PREFAB CONCRETE WALL PRIOR TO SAWCUTTING PER STRUCTURAL 02.408 (E) EXTERIOR SIGNAGE TO BE DEMOLISHED, PATCH AND REPAIR WALL PER ADJACENT WALL 05.701 NEW ALUMINUM SIGNAGE 08.401 STOREFRONT TYPE PER FLOOR PLAN ON SHEET A203 AND STOREFRONT SCHEDULE ON SHEET A700 SCALE: 1/8" = 1'-0" REF: A200 A300 2 EOC - NORTH ELEVATION - DEMOLITION 0'4'8'16'32' SCALE: 1/8" = 1'-0" (1:96) SCALE: 1/8" = 1'-0" REF: A203 A300 3 EOC - EAST ELEVATION - PROPOSED SCALE: 1/8" = 1'-0" REF: A203 A300 4 SOUTH ELEVATION - PROPOSED SCALE: 1/8" = 1'-0" REF: A203 A300 5 WEST ELEVATION - PROPOSED LEVEL 1 0' -0" 13 14 4 A310 2 A310 OFFICE 103 COMMUNITY RISK 102 CONFERENCE ROOM 105 E.O.C. 106 102 105A 102 105A 107 106 Sign: 102B Sign: 105C Sign: 106B Sign: 107A W1 W1 W2 TYP 08.101 TYP 08.401 08.401 T.O. HIGH PARAPET 20' -6" T.O. LOW PARAPET 16' -11" 10' - 0" 13' - 0" 9' - 6" A801 3 A801 9 TYP TYP 02.220 LEVEL 1 0' -0" JKL 1 A310 COMMUNITY RISK 102 HALLWAY 101 ENTRY 100 3 A310 104104B 103 103B TYP 08.401 TYP 08.101 Sign: 104 Sign: 103 Sign: E187 Sign: 100B T.O. HIGH PARAPET 20' -6" 27.101 T.O. LOW PARAPET 16' -11" 10' - 0" A801 10 9' - 0" LEVEL 1 0' -0" J K L 1 A310 AV/IT 108 CONFERENCE ROOM 107 3 A310 E.O.C. 106 Sign: 106C27.202 27.401 W1W2 T.O. HIGH PARAPET 20' -6" 13' - 0" T.O. LOW PARAPET 16' -11" A801 3 A801 10 9' - 6" TYP 27.401 23.701 LEVEL 1 0' -0" 10 11 12 13 14 15 16 4 A310 2 A310 HALLWAY 101 CONFERENCE ROOM 107 CUST. E187 109 109 Sign: E177A Sign: E177B Sign: E179B Sign: E179A Sign: 109 Sign: 101C 08.401 08.101 W1 T.O. HIGH PARAPET 20' -6" 9' - 0" T.O. LOW PARAPET 16' -11" 9' - 6" E181E179E177 A801 10 02.217 02.217 02.217 23.701 OPEN TO BEYOND 12.305 12.303 12.305 EXIST. 47" MIN. - 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: 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION AG JS JMISSUED FOR CONSTRUCTION 09.01.2023 06.09.2023 BUILDING PERMIT SUBMITTAL 07.28.2023 BUILDING PERMIT SUBMITTAL 02 09.01.2023 ISSUED FOR CONSTRUCTION 1/8" = 1'-0" A310 BUILDING SECTIONS CARLSBAD EOC WING RENOVATION 2560 ORION WAY CARLSBAD, CA 92010 0'4'8'16'32' SCALE: 1/8" = 1'-0" (1:96) 1. FOR FINISHES SEE A600. 2. FOR ALL EXIT SIGNS, COORDINATE WITH ELECTRICAL DRAWINGS. 3. SEE SHEET A601 BUILDING SIGN SCHEDULE FOR SIGNAGE INFORMATION. SCALE: 1/8" = 1'-0" REF: A203 A310 1 SECTION A SCALE: 1/8" = 1'-0" REF: A203 A310 2 SECTION B SCALE: 1/8" = 1'-0" REF: A203 A310 4 SECTION D SCALE: 1/8" = 1'-0" REF: A203 A310 3 SECTION C KEYNOTES BUILDING SECTIONS NOTES 02.217 (E) MECHANICAL ROOFTOP UNIT TO REMAIN 02.220 (E) STRUCTURAL SEISMIC RETROFITTING AS PART OF PREVIOUS PROJECT TO REMAIN, WHERE EXPOSED TO INTERIOR SPACE, PAINT PER SPECIFICATION 08.101 DOOR PER PLAN AND SCHEDULE 08.401 STOREFRONT TYPE PER FLOOR PLAN ON SHEET A203 AND STOREFRONT SCHEDULE ON SHEET A700 12.303 COUNTERTOP PER FINISH SCHEDULE 12.305 24" DEEP TALL CABINET PER FINISH SCHEDULE 23.701 (N) ROOFTOP MECHANICAL UNIT, SEE MECHANICAL SHEET M204 27.101 LADDER CABLE TRAY PER TECHNOLOGY DRAWINGS 27.202 TELECOM RACK PER TECHNOLOGY DRAWINGS 27.401 DISPLAY MONITOR PER TECHNOLOGY DRAWINGS Sign: E177A Sign: E179A Sign: 109 Sign: 101C 109 08.401 08.101 TYP 09.601 Sign: E177B Sign: E179B 10.402 109 Sign: 100C Sign: 106A Sign: 102A 102 TYP 09.601 TYP 08.10127.401 TYP 08.401 106 106A 02.220 02.220 102 10.103 TYP 10.103 106 10.103Sign: 104 Sign: 103 104 103 TYP 08.101 TYP 08.401 TYP 09.601 26.503 103B104B 08.402 08.402 103 08.10108.402 103B 104 08.101 08.402 104B Sign: 105C 105A 09.601 08.40108.101 105A 09.601 TYP 27.401 09.601 09.601 103A 08.40102.220 09.601 104A 08.401 02.220 OPEN TO HALLWAY BEYOND 12.306 12.302 12.304 2' - 8 1/2" 5' - 3 1/2" 8' - 0" 6' - 0" 6' - 0" 11' - 5" V.I.F. EQ EQ EQ EQ EQ EQ EQ 10.102 12.303 - 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: 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION AG JS JMISSUED FOR CONSTRUCTION 09.01.2023 06.09.2023 BUILDING PERMIT SUBMITTAL 07.28.2023 BUILDING PERMIT SUBMITTAL 02 09.01.2023 ISSUED FOR CONSTRUCTION 1/4" = 1'-0" A500 INTERIOR ELEVATIONS CARLSBAD EOC WING RENOVATION 2560 ORION WAY CARLSBAD, CA 92010 1. ALL DIMENSIONS FOR ACCESS COMPLIANCE ARE TO FACE OF FINISH UNLESS OTHERWISE NOTED. 2. SEE SHEET A601 FOR SIGNAGE PLAN. 0'2'4'8'16' SCALE: 1/4" = 1'-0" (1:96) SCALE: 1/4" = 1'-0" REF: A203 A500 2 (101) HALLWAY - EAST SCALE: 1/4" = 1'-0" REF: A203 A500 3 (101) HALLWAY - WEST SCALE: 1/4" = 1'-0" REF: A203 A500 4 (102) COMM. RISK - NORTH SCALE: 1/4" = 1'-0" REF: A203 A500 5 (103) OFFICE - SOUTH SCALE: 1/4" = 1'-0" REF: A203 A500 7 (104) OFFICE - SOUTH SCALE: 1/4" = 1'-0" REF: A203 A500 9 (104) CONF. RM. - EAST SCALE: 1/4" = 1'-0" REF: A203 A500 10 (104) CONF. RM. - WEST SCALE: 1/4" = 1'-0" REF: A203 A500 11 (104) CONF. RM. - NORTH KEYNOTES INTERIOR ELEVATION NOTES 02.220 (E) STRUCTURAL SEISMIC RETROFITTING AS PART OF PREVIOUS PROJECT TO REMAIN, WHERE EXPOSED TO INTERIOR SPACE, PAINT PER SPECIFICATION 08.101 DOOR PER PLAN AND SCHEDULE 08.401 STOREFRONT TYPE PER FLOOR PLAN ON SHEET A203 AND STOREFRONT SCHEDULE ON SHEET A700 08.402 PRE-FAB STOREFRONT SYSTEM PER FLOOR PLAN ON SHEET A203 AND STOREFRONT SCHEDULE ON SHEET A700, SEE SPECIFICATION SECTION 08 43 15 09.601 WALL BASE, SEE FINISH SCHEDULE 10.102 CITY SEAL GRAPHIC SIGANGE 10.103 FROSTED SIGNAGE ON GLAZING 10.402 SEMI-RECESSED FIRE EXTINGUISHER CABINET, PER DETAIL 9/G010 12.302 18" DEEP LOWER CABINET PER FINISH SCHEDULE 12.303 COUNTERTOP PER FINISH SCHEDULE 12.304 42" DEEP TALL CABINET PER FINISH SCHEDULE 12.306 18" DEEP CASEWORK SHELVING 26.503 LIGHT SWITCH, SEE ELECTRICAL DRAWINGS 27.401 DISPLAY MONITOR PER TECHNOLOGY DRAWINGS SCALE: 1/4" = 1'-0" REF: A203 A500 6 (103) OFFICE - NORTH SCALE: 1/4" = 1'-0" REF: A203 A500 8 (104) OFFICE - NORTH SCALE: 1/4" = 1'-0" REF: A203 A500 1 (100) ENTRY - SOUTH Sign: 106B Sign: 107A 08.10108.40108.401 09.60126.503 107A TYP 02.220 106A 106 107 26.504 TYP 09.901 Sign: 106C TYP 27.401 09.601 TYP 26.101 26.50409.801 09.601 02.220 02.220 02.22002.221 02.221 105B Sign: 105B TYP 27.40108.401 08.101 TYP 09.60126.101 105B 09.801 12.30312.301 7' - 0 " MA X . 2' - 1 0 " 12.30509.601 27.401 12.301 12.303 26.503 A900 6 107B Sign: 107B 09.601 08.101 12.305 A900 8 27.401 09.60126.503 - 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: 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION AG JS JMISSUED FOR CONSTRUCTION 09.01.2023 06.09.2023 BUILDING PERMIT SUBMITTAL 07.28.2023 BUILDING PERMIT SUBMITTAL 02 09.01.2023 ISSUED FOR CONSTRUCTION 1/4" = 1'-0" A501 INTERIOR ELEVATIONS CARLSBAD EOC WING RENOVATION 2560 ORION WAY CARLSBAD, CA 92010 KEYNOTES INTERIOR ELEVATION NOTES 02.220 (E) STRUCTURAL SEISMIC RETROFITTING AS PART OF PREVIOUS PROJECT TO REMAIN, WHERE EXPOSED TO INTERIOR SPACE, PAINT PER SPECIFICATION 02.221 (E) CLERESTORY WINDOWS TO REMAIN. PROTECT IN PLACE DURING CONSTRUCTION 08.101 DOOR PER PLAN AND SCHEDULE 08.401 STOREFRONT TYPE PER FLOOR PLAN ON SHEET A203 AND STOREFRONT SCHEDULE ON SHEET A700 09.601 WALL BASE, SEE FINISH SCHEDULE 09.801 2" THICK KINETICS HARDSIDE ACOUSTICAL WALL PANELS IN CUSTOM DESIGN FORMAT 09.901 PREP AND PAINT EXISTING VENTS TO MATCH ADJACENT SURFACE COLOR. VENTS TO BE ALIGNED WITH EACH OTHER. 12.301 24" DEEP LOWER CABINET PER FINISH SCHEDULE 12.303 COUNTERTOP PER FINISH SCHEDULE 12.305 24" DEEP TALL CABINET PER FINISH SCHEDULE 26.101 RECEPTACLE, SEE ELECTRICAL DRAWINGS 26.503 LIGHT SWITCH, SEE ELECTRICAL DRAWINGS 26.504 ILLUMINATED EXIT SIGN, SEE ELECTRICAL DRAWINGS 27.401 DISPLAY MONITOR PER TECHNOLOGY DRAWINGS SCALE: 1/4" = 1'-0" REF: A203 A501 1 (106) E.O.C. - EAST SCALE: 1/4" = 1'-0" REF: A203 A501 2 (106) E.O.C. - SOUTH SCALE: 1/4" = 1'-0" REF: A203 A501 3 (106) E.O.C. - WEST SCALE: 1/4" = 1'-0" REF: A203 A501 4 (106) E.O.C. - NORTH SCALE: 1/4" = 1'-0" REF: A203 A501 5 (107) CONF. RM. - EAST SCALE: 1/4" = 1'-0" REF: A203 A501 6 (107) CONF. RM. - SOUTH SCALE: 1/4" = 1'-0" REF: A203 A501 7 (107) CONF. RM. - NORTH SCALE: 1/4" = 1'-0" REF: A203 A501 8 (108) E.O.C. DIR. - SOUTH 0'2'4'8'16' SCALE: 1/4" = 1'-0" (1:96) 1. ALL DIMENSIONS FOR ACCESS COMPLIANCE ARE TO FACE OF FINISH UNLESS OTHERWISE NOTED. 2. SEE SHEET A601 FOR SIGNAGE PLAN. 10 11 12 13 G H J K L 14 15 16 VESTIBULE E103 28 SF CUST. E101 95 SF 136 SF OFFICE 103 136 SF OFFICE 104 47 SF ELECT. E108 885 SF COMMUNITY RISK 102 237 SF CONFERENCE ROOM 105 2052 SF E.O.C. 106 138 SF CONFERENCE ROOM 107 147 SF AV/IT 108 271 SF ENTRY 100 183 SF E.O.C. DIRECTOR 109 MEN E179 241 SF WOMEN E178 158 SF LOBBY E101 HALLWAY E172 GENDER NEUTRAL E173 GENDER NEUTRAL E174 RECORDS SUPERVISOR 110 607 SF HALLWAY 101 11 SF CONDUIT CLOSET 110 8 A820 8 A820 4 A820 4 A820 4 A820 TYP 7 A820 5 A820 5 A820 7 A820 8 A820 8 A820 LVT FLOORING SYMBOL DESCRIPTION CARPET TILES SEALED CONCRETE NOT IN CONTRACT - 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: 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION AG JS JMISSUED FOR CONSTRUCTION 09.01.2023 06.09.2023 BUILDING PERMIT SUBMITTAL 07.28.2023 BUILDING PERMIT SUBMITTAL 02 09.01.2023 ISSUED FOR CONSTRUCTION 1/8" = 1'-0" A600 FINISH PLAN, SCHEDULE, AND LEGEND CARLSBAD EOC WING RENOVATION 2560 ORION WAY CARLSBAD, CA 92010 1. FOR ADDITIONAL FINISH INFORMATION REFER TO SPECIFICATIONS. 2. ALL MATERIALS/PRODUCTS ARE TO BE INSTALLED PER MANUFACTURER'S INSTALLATION RECOMMENDATIONS. 3. NO SUBSTITUTION OF ANY FINISHES IS ALLOWED WITHOUT APPROVAL OF ARCHITECT AND THE CITYY. 4. PROVIDE MOISTURE RESISTANT GYP. BD. SHEATHING AT ALL WET AREAS. 5. REPAINT INTERIOR WALLS AND HARD-LID CEILINGS. ENTIRE ROOM MUST BE PAINTED OR REPLACED. ALL PREVIOUSLY PAINTED SURFACES SHALL BE PAINTED UNLESS FACTORY FINISHED. REPLACE CEILING TILES WHERE SHOWN TO BE REPLACED. 6.ALL INTERIOR WALLS, CEILINGS, AND FLOOR FINISHES TO BE CLASS 'A' MINIMUM. AL ALUMINIUM AN ANODIZED FF FACTORY FINISHED E EXISTING GL GLASS GLV GALVANIZED GYP. BD.GYPSUM BOARD HM HOLLOW METAL N TRANSPARENT FINISH OTS OPEN TO STRUCTURE PL POLISHED PT PAINTED RB RUBBER BASE S STEEL SC SOLID CORE SS STAINLESS STEEL ST STAINED & CLEAR COATED UC UNDERCUT V VINYL WD WOOD FINISHES SCALE: 1/8" = 1'-0" REF: A300 A600 1 FINISH FLOOR PLAN FINISH PLAN LEGEND FINISH FLOOR PLAN NOTES FINISH PLAN ABBREVIATIONS 0'4'8'16'32'N SCALE: 1/8" = 1'-0" (1:96) FINISH SCHEDULE. RM # ROOM NAME FLOOR BASE WALL CEILING CABINETRY COMMENTSNORTH EAST SOUTH WEST 100 ENTRY IF-10 IB-10 IW-10 IW-10 IW-10 IW-10 IC-30 IN-10 101 HALLWAY IF-10 IB-10 IW-10 IW-10 IW-10 IW-10 IC-30 - 102 COMMUNITY RISK IF-20 IB-10 IW-10 IW-10 IW-10 IW-10 IC-20 - 103 OFFICE IF-20 IB-10 IW-10 IW-10 IW-10 IW-10 IC-20 - 104 OFFICE IF-20 IB-10 IW-10 IW-10 IW-10 IW-10 IC-20 - 105 CONFERENCE ROOM IF-20 IB-10 IW-10 IW-10 IW-10 IW-10 IC-21 - 106 E.O.C. IF-20 IB-10 IW-10 IW-10 IW-10 IW-10 IC-21 - 107 CONFERENCE ROOM IF-20 IB-10 IW-10 IW-10 IW-10 IW-10 IC-21 IN-10 108 AV/IT IF-30 IB-10 IW-10 IW-10 IW-10 IW-10 IC-40 - 109 E.O.C. DIRECTOR IF-20 IB-10 IW-10 IW-10 IW-10 IW-10 IC-20 - 110 CONDUIT CLOSET IF-30 IB-10 IW-10 IW-10 IW-10 IW-10 IC-40 - E172 HALLWAY IF-10 IB-10 IW-10 IW-10 IW-10 IW-10 - - (E) GYP. BD. CEILING TO REMAIN, PROTECT IN PLACE MANUFACTURER: COLOR: SHEEN: MANUFACTURER: COLOR: SHEEN: MANUFACTURER: COLOR: SHEEN: MANUFACTURER: COLOR: SHEEN: IB-10 MANUFACTURER: JOHNSONITE (TARKETT) TRADITIONAL 4" LINE/COLOR: 20 CHARCOAL RUBBER BASE INTERIOR WALL BASEIB- PAINTS/STAINS/COATINGSP- INTERIOR FLOORIF- EW-10 Color: TBD Finish: TBD STUCCO EXTERIOR WALLEW- IF-20 MANUFACTURER: SHAW CONTRACT LINE/COLOR: TBD CARPET TILE IW-10 PAINTED P-1 GYPSUM BOARD INTERIOR WALLIW- P-1 BENJAMIN MOORE 1492 SEBRING WHITE EGGSHELL(UNO) TYPICAL INTERIOR WALLS AND METAL DOORS/FRAMES P-2 TBD TBD FLAT (UNO) TYPICAL INTERIOR CEILINGS P-3 BENJAMIN MOORE TBD EGGSHELL TYPICAL EXTERIOR WALLS P-6 TBD TBD SEMI-GLOSS (UNO) TYPICAL INTERIOR DOORS & FRAMES IC-10 PAINTED P-1 GYPSUM BOARD INTERIOR CEILING/SOFFITIC- IC-20 MANUFACTURER: ARMSTRONG LINE/COLOR: DUNE, FINE TEXTURE, WHITE SIZE: 24"x24" SQUARE LAY-IN, TEGULAR SUSPENSION SYSTEM: ARMSTRONG PRELUDE XL 15/16" WHITE GRID ACOUSTICAL CEILING TILE IC-21 MANUFACTURER: ARMSTRONG LINE/COLOR: CALLA PRIVASSURE PANELS, SMOOTH TEXTURE, WHITE SIZE: 24"x24", SQUARE LAY-IN, TEGULAR SUSPENSION SYSTEM: ARMSTRONG PRELUDE XL 15/16" WHITE GRID ACOUSTICAL CEILING TILE (HIGH NRC/CAC) IC-30 MANUFACTURER: HUNTER DOUGLAS LINE/COLOR: MULTI-BOX CONTINUOUS PATTERN - BRAVO, ANIGRE (8453) PAINT ALL STRUCTRE, MECHANICAL, ELECTRICAL, ETC. BEYOND: PT-2 LINEAR METAL CEILING IC-40 NO FINISH EXPOSED STRUCTURE ID-10 PAINTED P-2 / PAINTED P-2 DOOR/FRAME INTERIOR DOORID- IS-10 CLEAR ANODIZED INTERIOR STOREFRONTIS- IN-10 COUNTERTOP MANUFACTURER: NUVOLA - LINE/COLOR: 6760 STUDIO COLLECTION CABINET FACE MANUFACTURER: WILSONART - LINE/COLOR: STUDIO TEAK, LINEARITY FINISH WITH AEON 7960K-18 CABINET INTERIOR: TBD COUNTERTOP & CABINET INTERIOR CABINETRY/COUNTERTOPIN- INTERIOR WINDOW TREATMENTIT- IH-10 SEE SPECIFICATIONS INTERIOR DOOR/WINDOW HARDWAREIH- IE-10 DECORA STYLE, COLOR : WHITE INTERIOR ELECTRICAL OUTLETS / SWITCH/ COVER PLATESIE- ES-10 CLEAR ANODIZED EXTERIOR STOREFRONTES- EH-10 TBD EXTERIOR DOOR/WINDOW HARDWAREEH- IF-10 MANUFACTURER: SHAW CONTRACT LINE/COLOR: UNVEIL, OXIDIZE 01504, V2 VINYL TILE IF-30 MANUFACTURER: AMERLOCK LINE/COLOR: SIGMACOVER 2/SEMI-GLOSS EPOXY SEALED CONCRETE IT-10 MANUFACTURER: MECHOSHADE LINE/COLOR: EUROTWILL REVERSABLE WEAVE 6000/6015 SMOKE OPEN: 3% - WINDOW SHADE (SEE A700 FOR WINDOW AND DOOR SHADE LOCATIONS IN SCHEDULES.) 10 11 12 13 G H J K L 14 15 16 ER ER ER ER OFFICE 103 OFFICE 104 ELECT. E108 COMMUNITY RISK 102 CONFERENCE ROOM 105 E.O.C. 106 CONFERENCE ROOM 107 AV/IT 108 ENTRY 100 E.O.C. DIRECTOR 109 Sign: 100A HALLWAY 101 Sign: 100B Sign: 102A Sign: 102B Sign: 105A Sign: 105BSign: 105C Sign: 105D Sign: 106A Sign: 106B Sign: 106C Sign: 107A Sign: 107B Sign: 108 Sign: 109 Sign: 101C Sign: E179ASign: E177A Sign: E178A Sign: 100C Sign: 104 Sign: 103 CONDUIT CLOSET 110 Sign: 100D Sign: E174ASign: E173A MEN E179 241 SF WOMEN E178 158 SF LOBBY E101 HALLWAY E172 GENDER NEUTRAL E173 GENDER NEUTRAL E174 RECORDS SUPERVISOR 110 Sign: E187 Sign: E173B Sign: E174B Sign: E179B VESTIBULE E177 Sign: E177B Sign: E178B CUST. E187 Sign: E172 Sign: 100E - 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: 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION AG JS JMISSUED FOR CONSTRUCTION 09.01.2023 06.09.2023 BUILDING PERMIT SUBMITTAL 07.28.2023 BUILDING PERMIT SUBMITTAL 02 09.01.2023 ISSUED FOR CONSTRUCTION 1/8" = 1'-0" A601 SIGNAGE PLAN AND SCHEDULE CARLSBAD EOC WING RENOVATION 2560 ORION WAY CARLSBAD, CA 92010 SCALE: 1/8" = 1'-0" REF: A300 A601 1 SIGNAGE FLOOR PLAN BUILDING SIGN SCHEDULE SIGNAGE PLAN NOTES 0'4'8'16'32'N SCALE: 1/8" = 1'-0" (1:96) SIGN #.ROOM NAME SIGN DESCRIPTION DETAIL USER SPECIFIED TEXT 100A ENTRY ROOM IDENTIFICATION WALL SIGN 12/A890 (Room Name) 100B ENTRY TACTILE EXIT SIGN 1A/A891 (Room Name) 100C HALLWAY ROOM IDENTIFICATION WALL SIGN 12/A890 (Room Name) 100D ENTRY ACCESSIBLE ENTRANCE SIGN 2/A890 - 100E ENTRY NO SMOKING SIGN 2/A891 (Room Name) 101C HALLWAY TACTILE EXIT SIGN 1A/A891 (Room Name) 102A COMMUNITY RISK ROOM IDENTIFICATION WALL SIGN 12/A890 (Room Name) 102B COMMUNITY RISK TACTILE EXIT ROUTE SIGN 1B/A891 (Room Name) 103 OFFICE ROOM IDENTIFICATION WALL SIGN 12/A890 (Room Name) 104 OFFICE ROOM IDENTIFICATION WALL SIGN 12/A890 (Room Name) 105A CONFERENCE ROOM ROOM IDENTIFICATION WALL SIGN 12/A890 (Room Name) 105B CONFERENCE ROOM ROOM IDENTIFICATION WALL SIGN 12/A890 (Room Name) 105C CONFERENCE ROOM TACTILE EXIT ROUTE SIGN 1B/A891 (Room Name) 105D CONFERENCE ROOM TACTILE EXIT ROUTE SIGN 1B/A891 (Room Name) 106A E.O.C. ROOM IDENTIFICATION WALL SIGN 12/A890 (Room Name) 106B E.O.C. TACTILE EXIT ROUTE SIGN 1B/A891 (Room Name) 106C E.O.C. TACTILE EXIT SIGN 1A/A891 (Room Name) 107A CONFERENCE ROOM ROOM IDENTIFICATION WALL SIGN 12/A890 (Room Name) 107B CONDUIT CLOSET ROOM IDENTIFICATION WALL SIGN 12/A890 (Room Name) 108 AV/IT ROOM IDENTIFICATION WALL SIGN 12/A890 (Room Name) 109 E.O.C. DIRECTOR ROOM IDENTIFICATION WALL SIGN 12/A890 (Room Name) E172 HALLWAY TACTILE EXIT ROUTE SIGN 1B/A891 (Room Name) E173A GENDER NEUTRAL GENDER NEUTRAL RR WALL SIGN 11/A890 (Room Name) E173B GENDER NEUTRAL GENDER NEUTRAL RR DOOR SIGN 7/A890 - E174A GENDER NEUTRAL GENDER NEUTRAL ACCESSIBLE RR WALL SIGN 10/A890 (Room Name) E174B GENDER NEUTRAL GENDER NEUTRAL ACCESSIBLE RR DOOR SIGN 6/A890 - E177A VESTIBULE WOMENS RR WALL IDENTIFICATION SIGN 8/A890 (Room Name) E177B VESTIBULE WOMENS RR DOOR SIGN 4/A890 - E178A WOMEN WOMENS RR WALL IDENTIFICATION SIGN 8/A890 (Room Name) E178B WOMEN WOMENS RR DOOR SIGN 4/A890 - E179A MEN MENS RR WALL IDENTIFICATION SIGN 5/A890 (Room Name) E179B MEN MENS RR DOOR SIGN 5/A890 - E187 CUST. ROOM IDENTIFICATION WALL SIGN 12/A890 (Room Name) SC H E D U L E SE E D O O R SCHEDULE SEE DOOR A B C SCHEDULE SEE DOOR SCHEDULE SEE DOOR SCHEDULE SEE DOOR SCHEDULE SEE DOOR D SCHEDULE SEE DOOR SCHEDULE SEE DOOR 1. ALL EXISTING DOORS TO REMAIN UNLESS NOTED OTHERWISE. 2. ALL (E) DOORS TO BE ADJUSTED TO 5 LBS OPERATING PRESSURE REPLACE DOOR CLOSER IF THE 5 LBS OPERATING PRESSURE IS NOT ACHIEVED. 3. (E) H.M. DOOR FRAMES TO BE PAINTED. SEE FINISH SCHEDULE FOR ADDITIONAL INFORMATION. 4. ALL GLAZING WITHIN DOORS TO BE TEMPERED. 5. ALL NEW AND EXISTING DOOR WIDTHS TO PROVIDE 32" MINIMUM CLEAR PER CBC 11b-303.2.3. 6. DOOR HARDWARE TO BE OPERABLE WITH ONE HAND AND SHOULD NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE HAND PER CBC 11B-404.2.7 AND 11B-309.4. 7. DOOR THRESHOLDS TO BE ½ INCH HIGH MAXIMUM. RAISED THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH CBC SECTION 11B-302 AND 11B-303. CBC 11B-404.2.5. SCHED. SEE DOOREQ EQ SEE SCHED. SEE SCHED. SEE DOOR SCHED. 102 102 1 A831 3 A831 4 A831 4 A831 103B 103 SEE SCHED. SEE DOOR SCHED. SCHED. SEE DOOR SEE SCHED. EQ EQ ,104B SIM. OPP. 6 A831 7 A831 4 A831 3 A831 7' - 0" SEE SCHED. SEE SCHED. 103A 104A& EQ. EQ. 4 A830 TYP 1 A830 2 A830 3 A830 105A 105A SEE SCHED. SCHED. SEE DOOR SEE SCHED. SEE DOOR SCHED. 1 A831 3 A831 4 A831 SEE SCHED. 3' - 0 1/4" SEE SCHED. SEE DOOR SCHED. 105B 105B EQ EQ EQ EQ 6 A831 TYP ,109 SIM. OPP.1 A831 3 A831 4 A831 106 SEE SCHED. EQ1 EQ2 EQ2 EQ2 EQ3 EQ3 SEE SCHED. 106A SCHED. SEE DOOREQ1 6 A831 TYP 6 A831 3 A831 4 A831 5 A831 TYP. 107 SEE SCHED. SEE SCHED. SCHED. SEE DOOR 107A EQ EQ 6 A831 1 A831 4 A831 3 A831 1. MANUFACTURER / FABRICATOR TO BE RESPONSIBLE FOR THE ENGINEERING AND STABILITY OF STOREFRONT / CURTAIN WALL SYSTEMS. 2. CONTRACTOR TO REMOVE, STORE, AND REINSTALL ALL EXISTING WINDOW SHADES WITHIN SCOPE OF WORK AREA, U.N.O. SEE STOREFRONT SCHEDULE. 3. CONTRACTOR TO FIELD VERIFY STOREFRONT/WINDOW SIZES PRIOR TO FABRICATION AND INSTALLATION. 4. FOR GLAZING TYPES, SEE SPECIFICATION 08 80 00. 1. TEMPERED GLAZING SHALL BE PROVIDED AT ALL GLAZING LOCATIONS, UNLESS NOTES OTHERWISE. 2. SEE SPECIFICATION SECTION 08 80 00 FOR ADDITIONAL INFORMATION. SYMBOL DESCRIPTION GLAZING -TEMPERED - 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: 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION AG JS JMISSUED FOR CONSTRUCTION 09.01.2023 06.09.2023 BUILDING PERMIT SUBMITTAL 07.28.2023 BUILDING PERMIT SUBMITTAL 02 09.01.2023 ISSUED FOR CONSTRUCTION As indicated A700 DOOR & STOREFRONT SCHEDULE & LEGEND CARLSBAD EOC WING RENOVATION 2560 ORION WAY CARLSBAD, CA 92010 SCALE: 1/4" = 1'-0" DOOR LEGEND AL ALUMINUM DB DOOR BUTTON CR CARD READER FF FACTORY FINISH GC GRILLE CURTIAN HM HOLLOW METAL PT PAINTED PH PANIC HARDWARE SC SOLID CORE SSC STEEL SLAT CURTAIN WD WOOD ST STAINED LG CLEAR LAMINATED GLASS (SEE GLASS GENERAL NOTES) T TEMPERED GLAZING (SEE GLASS GENERAL NOTES) SCHED.SCHEDULE DOOR GENERAL NOTES DOOR/STOREFRONT SCHEDULE ABBREVIATIONS STOREFRONT SCHEDULE MARK CONTRACTOR TO VERIFY IN FIELD FRAME DETAILS GLAZING WINDOW COVERING COMMENTSLENGTH HEIGHT AREA MATERIAL FINISH HEAD JAMB MULLION SILL 102 7' - 8" 7' - 2" 54.9 SF AL FF 3/A831 4/A831 6/A831 1/A831 TYPE 2 - 103A 8' - 1" 2' - 0" 16.2 SF AL FF 3/A830 2/A830 4/A830 1/830 TYPE 1 YES 103B 10' - 7" 7' - 2" 75.8 SF AL FF 3/A831 SIM. 4/A831 SIM. PER MANUF. 7/A831 TYPE 2 YES PRE-FAB STOREFRONT SYSTEM, SEE SPECIFICATION SECTION 08 43 15 104A 8' - 1" 2' - 0" 16.2 SF AL FF 6/A830 5/A830 8/A830 4/830 TYPE 1 YES 104B 10' - 7" 7' - 2" 75.8 SF AL FF 3/A831 SIM. 4/A831 SIM. PER MANUF. 7/A831 TYPE 2 YES PRE-FAB STOREFRONT SYSTEM, SEE SPECIFICATION SECTION 08 43 15 105A 6' - 0" 7' - 2" 43.0 SF AL FF 3/A831 4/A831 6/A831 1/A831 TYPE 2 YES 105B 16' - 8" 7' - 2" 119.4 SF AL FF 3/A831 3/A831 6/A831 1/A831 TYPE 2 YES 106 35' - 1" 7' - 2" 138.4 SF AL FF 3/A831 3/A831 6/A831 5/A831 TYPE 2 - 107 12' - 0" 7' - 2" 86.0 SF AL FF 3/A831 4/A831 6/A831 1/A831 TYPE 2 YES 109 15' - 4" 7' - 2" 109.9 SF AL FF 3/A831 4/A831 6/A831 1/A831 TYPE 2 YES DOOR SCHEDULE MARK TYPE DESCRIPTION WIDTH HEIGHT THICKNESS PANIC HARDWARE CARD READER DOOR FRAME DETAILS HARDWARE GROUP COMMENTSMATERIAL FINISH MATERIAL FINISH HEAD JAMB THRESHOLD 102 C STOREFRONT - FULL VISION LITE 3' - 0" 7' - 0" 1 3/4" No C1 AL FF AL FF PER MANUF. PER MANUF. 5/A820 4 103 D STOREFRONT - FULL VISION LITE - SLIDING 2' - 11 3/4" 7' - 0" 1 3/4" - AL FF AL FF PER MANUF. PER MANUF. - 5 104 D STOREFRONT - FULL VISION LITE - SLIDING 2' - 11 3/4" 7' - 0" 1 3/4" - AL FF AL FF PER MANUF. PER MANUF. - 5 105A C STOREFRONT - FULL VISION LITE 3' - 0" 7' - 0" 1 3/4" No - AL FF AL FF PER MANUF. PER MANUF. - 6 105B C STOREFRONT - FULL VISION LITE 3' - 0 7/32" 7' - 0" 1 3/4" No - AL FF AL FF PER MANUF. PER MANUF. - 6 106A C STOREFRONT - FULL VISION LITE 3' - 0" 7' - 0" 1 3/4" No C1 AL FF AL FF PER MANUF. PER MANUF. 5/A820 4 107A C STOREFRONT - FULL VISION LITE 3' - 0" 7' - 0" 1 3/4" No - AL FF AL FF PER MANUF. PER MANUF. - 6 107B B DOUBLE - UNEQUAL 5' - 0" 7' - 0" 1 3/4" No - SC ST HM PT 1/A820 1/A820 6/A820 7 108 A SINGLE - FLUSH 3' - 0" 7' - 0" 2" - SC ST HM PT 1/A820 1/A820 7/A820 8 109 C STOREFRONT - FULL VISION LITE 3' - 0" 7' - 0" 1 3/4" No C1 AL FF AL FF PER MANUF. PER MANUF. 5/A820 4 SCALE: 1/4" = 1'-0" A700 1 STOREFRONT LEGEND STOREFRONT GENERAL NOTES TEMPERED GLASS LEGEND & GENERAL NOTES No No No PROVIDE SHADE COVERING, SEE FINISH SCHEDULE PROVIDE SHADE COVERING, SEE FINISH SCHEDULE PROVIDE SHADE COVERING, SEE FINISH SCHEDULE PROVIDE SHADE COVERING, SEE FINISH SCHEDULE PROVIDE SHADE COVERING, SEE FINISH SCHEDULE PROVIDE SHADE COVERING, SEE FINISH SCHEDULE 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 BRACING REQUIRED WHERE GYP. BD. IS NOT CONTINUOUS TO STRUCTURE ABOVE AND AS NOTED IN OTHER DETAILS. 13 ' -0" M A X . FINISH PER WALL TYPES /9 A801 /4 A801 /10 A801 9" MAX. DOUBLE STUDS @ SIDES OF OPENING USE #10 SELF-TAPPING SHEET METAL SCREWS WHEN ATTACHING ITEMS TO BACKING PLATE. STRUCTURE ABOVE PER 6/A802 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. /7 A801 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. SPAN ACROSS MIN 2 FLUTES WHEN ANGLE IS PERPENDICULAR TO STL. DECK 400S162-43 @ 4'-0" O.C.; ALTERNATE BRACES EA SIDE AT INTERIOR WALLS, 2 BRACES MIN PER WALL ROOF FRAMING / STRUCTURE ABOVE (EXISTING) CONT. TRACK SAME GAGE AS STUDS W/ 2-#10 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, LOCATED AT CENTER OF DECK BOTTOM FLUTES 8" TYP. 8" MIN 1 1/2"1 1/2" 1 MAX . B R A C E L E N G T H 12'-0" M A X. 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 ABOVE MIN. 6" CLG. 4-#10 SMS BRACE TO ANGLE 1 PROVIDE LATERAL BRACES PER DETAIL TBD TWO STUD BAYS EA. SIDE @ TOP & MIDPOINT 3 STUDS @ CORNERS EXISTING STRUCT. ABOVE NOTE: 1. TRACK & CORNERS 2. PARTIAL HEIGHT PARTITIONS SHALL BE BRACED ALONG TOP TRACK PER 9A801 3. FRAMING DETAIL REFERENECED HERE CAN BE FOUND ON DETAIL 9/A803 4. LOCATED BOTTOM TRACK FASTERNERS TO CONCRETE SLAB 3" MIN. AND 8" MAX. FROM EA. END OF TRACK. OPEN. 8'-0" MAX. WINDOW 'W' OPENING WIDTH 8'-0" MAX. 1' - 0"1' - 0" 10 A801 10 A801 C,D 8 A801 D8 A801 E,F 8 A801 E,F 8 A801 8 A801 C,D G8 A801 H8 A801 TOP TRACK SPLICE PER TBD 'W' OPENING WIDTH HILTI X-U SHOTPINS W/ 1" MIN. EMBED @ 16" O.C. (ICC ESR-2269), CENTERED IN BOTTOM TRACK 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 -MINIMUM YIELD STRESS OF 33 KSI STUDS & TRACK -16GA OR HEAVIER -MINIMUM TIELD STRESS OF 50 KSI SIZES AND GAUGES OF STUD FRAMING SHALL BE PER WALL TYPE U.N.O ON THE PLANS PER DETAILS. 2. STEEL STUDS, JOISTS, AND ACCESSORIED SHALL BE GALVANIZED WITH A G60 COATING U.N.O. 3. ALL TOP AND BOTTOM TRACKS SHALL BE 2 GA. HEAVIER THAN STUD GAGE, U.O.N. 4. ALL SHOTPINS SHOWN FOR CONNECTIONS TO CONCRETE SHALL BE HILTI 0.157" DIA. X-U PER ICC ESR-2269. W/ 1" MIN EMBED FOR CONCRETE APPLICATIONS. MINIMUM SPACING = 12" O.C., U.O.N MINIMUM EDGE DISTANCE = 3" 5. ALL SHOTPINS SHOWN FOR CONNECTIONS TO STEEL FRAMING OR DECK CLOSURE PLATE SHALL BE 0.157" HILTI X-U PER ICC ESR-2269, OR EQUAL. MINIMUM SPACING = 12" O.C., U.O.N. MINIMUM EDGE DISTANCE = 1/2" 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 = 3xd (d = NOMINAL SCREW DIAMETER) MINIMUM EDGE DISTANCE = 1/2" 7.ALL WELDING WILL BE DONE BY A CERTIFIED WELDER. 8.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 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 0.556600S162-54 2.860 0.916 PROPERTIES STUDS Sx (in3)Ix (in4)SECTION AREA (in2) SECTION Ix (in4) (EFFECTIVE)AREA (in2) NOTE NOTE 4" x 15/8" x 18 GA.0.357400S162-43 0.892 0.417 0.7172.640600T200-54 0.565 600T150-54 0.509 2.400 0.609 600T150-43 0.405 1.890 0.474 Sx (in3) (EFFECTIVE) 6" x 15/8" x 16 GA. 6" x 15/8" x 18 GA. 6" x 11/2" x 16 GA. 6" x 11/2" x 18 GA. 6" x 2" x 16 GA. CUT AND BEND FLANGES @ STUDS 3 #10 S.M.S. EACH STUD STUDS PER PLAN MIN 6"x16 GA. UNPUNCHED STEEL TRACK W/ MIN 2" FLANGES ONE PIECE ON MIN. OF 3 STUDS. EXTEND BACKING ONE STUD BAY BEYOND EDGE OF CABINET OR EQUIP. M A X .1 6 " 4 " M A X . M A X .1 6 " NOTE: NOTCHING OR CURRING OF BACKING TRACK IS NOT PERMITTED EXCEPT AROUND WALL STUD FLANGES. TRACJ FLANGES SHALL NOT BE CUT MORE THAN 1/2" WIDER THAN WIDTH OF WALL STUDS. 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 3/32 2-12 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 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 EA. SIDE. STUD TRACK STUD TRACK 8'-0" MAX. SPAN 2-16 GAUGE STUDS @ EA. JAMB #10 S.M.S (3 MIN AT SILL) D 16 GA STUD PER SCHEDULE W/ 2" MIN FLANGE WIDTH NOTE: PLEASE NOTE THESE DETAILS ARE REFENENCED FROM DETAIL 5/A801 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) STUD DEPTH "D"OPENING WIDTH ("W") 4" 6" 8" W ≤4'-0" 4' < W ≤6' 6' < W ≤8' MIN. NO OF SMS: D = 4" (3 SCREWS) D = 6" (4 SCREWS) D = 8" (5 SCREWS) 2 #10 SMS EA. SIDE TYP. DBL. STUDS 4-#12 SMS EQ EQ 12 GA. x2"x2" BENT PL., MATCH WIDTH OF STUDS (E) ROOF OVER MTL. DECK TO REMAIN MTL. STUDS @ 16" O.C. PER PLAN 3" WIDE 12 GA METAL STRAP ACROSS 3 FLUTES @ 12" O.C. 16 GA SLIP TRACK W/ 2-#10 SMS @ 12" O.C. WHERE WALL ALIGNS WITH STL. BEAM ABOVE, CONNECT SLIP TRACK TO BOTTOM FLANGE W/ (2) 12-14x1" TEKS SCREWS @ 12" O.C. (ICC ESR-1976) OR APPROVED EQUAL. #10 SMS, TYP. EA. STRAP #8x9/16" LONG WAFER HEAD SELF-TAPPING SCREW EA. SIDE OF EA. STUD, INSTALL SCREW THROUGH SLIP TRACK SLOTS & FOLLOW MANUF. RECOMMENDATIONS 3/4" GAP SCALE: 1" = 1'-0" REF: A310 A801 3 INT. PARTITION WALL SCALE: 12" = 1'-0" A801 1 TYP. FRAMING FOR CASEWORK SCALE: 1 1/2" = 1'-0" REF: A310 A801 9 TYP. WALL BRACING SCALE: 1/4" = 1'-0" A801 5 TYP. METAL STUD NON-BEARING PARTITION FRAMING SCALE: 3" = 1'-0" A801 4 STEEL STUDS GENERAL NOTES SCALE: 12" = 1'-0" A801 2 STUD PROPERTIES SCALE: 12" = 1'-0" REF: A900 A801 7 WALL MOUNTED ITEM MTL. BACKING - 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: 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION AG JS JMISSUED FOR CONSTRUCTION 09.01.2023 06.09.2023 BUILDING PERMIT SUBMITTAL 07.28.2023 BUILDING PERMIT SUBMITTAL 02 09.01.2023 ISSUED FOR CONSTRUCTION As indicated A801 DETAILS -FRAMING CARLSBAD EOC WING RENOVATION 2560 ORION WAY CARLSBAD, CA 92010 SCALE: 3" = 1'-0" A801 8 TYP. PARTITION WALL DETAILS SCALE: 3" = 1'-0" REF: A310 A801 10 NON RATED WALL ROOF CON. 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 A801 /9 A801 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 9/A801 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 6" MTL. STUD @ 16" O.C. FRAMING W/ SOUND ATTENUATED INSULATION . 18 GA. STUDS MAY BE USED FOR WALLS UP TO 12'-0" TALL. 16 GA. STUDS MAY BE USED FOR WALLS UP TO 19'-4" TALL. 6" MTL. TRACK, WALL FRAMING SHEETS FOR CONNECTION INFORMATION FLOORING PER FINISH SCHEDULE EXISTING CONCRETE FLOORING 5/8'' TYPE 'X' GYP. BD. BOTH SIDES WALL BASE PER FINISH SCHEDULE CONTINUES CAULK LINE, MINIMUM 1 SIDE ON PLATE EDGE. NO ELECTRICAL BOXES IN SAME STUD CAVITY. IF ELECTRICAL BOXES ARE ADJACENT IN SAME CAVITY, APPLY PUTTY PAD FOR STC RATED WALLS 6" MTL. STUD @ 16" O.C. FRAMING W/ SOUND ATTENUATED INSULATION . 18 GA. STUDS MAY BE USED FOR WALLS UP TO 12'-0" TALL. 16 GA. STUDS MAY BE USED FOR WALLS UP TO 19'-4" TALL. 6" MTL. TRACK, WALL FRAMING SHEETS FOR CONNECTION INFORMATION FLOORING PER FINISH SCHEDULE EXISTING CONCRETE FLOORING (2) LAYERS 5/8'' TYPE 'X' GYP. BD. WALL BASE PER FINISH SCHEDULE (1) LAYER 5/8'' TYPE 'X' GYP. BD. CONTINUES CAULK LINE, MINIMUM 1 SIDE ON PLATE EDGE. NO ELECTRICAL BOXES IN SAME STUD CAVITY. IF ELECTRICAL BOXES ARE ADJACENT IN SAME CAVITY, APPLY PUTTY PAD FOR STC RATED WALLS SCALE: 1 1/2" = 1'-0" A802 3 TYPICAL PARTITION WALL - 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: 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION AG JS JMISSUED FOR CONSTRUCTION 09.01.2023 06.09.2023 BUILDING PERMIT SUBMITTAL 07.28.2023 BUILDING PERMIT SUBMITTAL 02 09.01.2023 ISSUED FOR CONSTRUCTION As indicated A802 DETAILS -FRAMING & WALL TYPES CARLSBAD EOC WING RENOVATION 2560 ORION WAY CARLSBAD, CA 92010 SCALE: 3" = 1'-0" A802 1 CONTINUOUS LATERAL BRACING SCALE: 1 1/2" = 1'-0" A802 2 INTERIOR WALL PARTITION SCALE: 1/2" = 1'-0" A802 4 TYP. TOP TRACK SPLICE BTWN. STUDS 1. GYPSUM BOARD TO CONTINUE 6" ABOVE CEILING, U.N.O. 2. NO JOINTS EXCEPT @ STUDS. 3. STUD SIZES SHOWN ARE MINIMUM U.N.O. 4. DRYWALL SCREW EDGE AND FIELD SPACING PER GYPSUM SUM BOARD MANUFACTURERS RECOMMENDATIONS. ALL SCREWS SHALL PENETRATE STUDS. 5. ACOUSTIC INSULATION SHALL BE UNFACED SONOBATTS FIBERGLASS BATT INSULATION, PROVIDE 'PLENUM RATED' FIBERGLASS (MINIMUM 1000 FPM AIRFLOW PER UL 181 AIR EROSION TEST) WHEN EXPOSED TO AIR FLOW OR WHEN INSTALLING IN AN AIR PLENUM. FIBERGLASS THICKNESS SHALL BE EQUAL STUD DEPTH. 6. STAGGER JOINTS OF GYPSUM BOARD WHERE MULTIPLE LAYERS OCCUR. 7. DO NOT GLUE MULTIPLE LAYERS OF GYPSUM BOARD TOGETHER. 8. NO MECHANICAL TIES BETWEEN OPPOSITE SIDES OF PARTITION. 9. WALLS TO EXTEND 6" ABOVE CEILING, U.N.O. 10. WALLS THAT DO NOT EXTEND TO UNDERSIDE OF DECK SHALL BE BRACED PER 9/A801. 11. SEE SHEET A801 & A802 FOR METAL STUD FRAMING DETAILS. 12. ALL ELECTRICAL BOXES SHALL BE COVERED WITH PUTTY PADS IN ALL CASES FOR THIS WALL TYPE AND ITS CONDUIT SLEEVE. SCALE: 1 1/2" = 1'-0" A802 6 WALL TYPE W1 (STC 40-42) WALL TYPE NOTES SCALE: 1 1/2" = 1'-0" A802 7 WALL TYPE W2 (STC 45-47) 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 " M A X MF R D I M 1' -1" M A X MF R D I M EQ U A L QU A N T I T Y O F H I N G E S VA R I E S , R E F E R T O NO T E S B E L O W EQ U A L QU A N T I T Y O F H I N G E S VA R I E S , R E F E R T O NO T E S B E L O W NE T D O O R H E I G H T 3' -4" ( 4 0 " ) N O M I N A L 3' -6" ( 4 2 " ) 3'-8" ( 4 4 " ) 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 REVIEW AND FINAL APPROVAL. 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. HINGES TYPE DOOR PROVIDE 1/4" BETWEEN PLATE AND BOTTOM FO DOOR 10" ADA KICKPLATE OR AS SCHEDULED. LOWER 10 INCH OF THE DOOR SURFACE IS PROVIDED WITH A SMOOTH SURFACE FOR THE FULL WIDTH OF THE DOOR, AT THE PUSH SIDE OF THE DOOR PER CBC 11B-404.2.10. 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 MI N I M U M P E R U L RE Q U I R E M E N T @R A T E D PA R T I T I O N S MI N I M U M P E R U L RE Q U I R E M E N T @R A T E D PA R T I T I O N S (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 TO PLANS REFER TO PLANS JAMB DETAILB A HEAD DETAIL EXTERIOR INTERIOR B SADDLE THRESHOLD @ EXTERIOR A SADDLE THRESHOLD (OFFSET) @ EXTERIOR 1/4" 1/4" 1/2" WIDTH OF DOOR FRAME 1/4" DOOR THRESHOLDS TO BE ½ INCH HIGH MAXIMUM. CONC. SUBSTRUCTURE SEE FINISH SCHED FOR TYPE OF RFT DOOR CL 21 VINYL TILE FLOORING TARKET SLIM LINE TRANSITION 1/ 2 "MA X * DOOR SEE SCHEDULE 1/ 4 " CARPET 1 3/8" DOOR THRESHOLDS TO BE ½ INCH HIGH MAXIMUM. MA X SEALED CONCRETE DOOR PER SCHEDULE DOOR CL CARPET TILE RESILIENT TRANSITION STRIP 1/2" DOOR CL CONC. SUBSTRUCTURE SEE FINISH SCHED FOR TYPE OF RFT RESILIENT FLOOR TILE OR VTF PER SPEC RESILIENT FLOOR TRANSITION STRIP RESILIENT FLOOR TILE MAX 1 /2" DOOR SEE SCHEDULE DOOR THRESHOLDS TO BE ½ INCH HIGH MAXIMUM. EXISTING DOOR AND FRAME ALUM THRESHOLD SET IN MASTIC, MITER FOR RETURN ENDS EXTENDING BEYOND JAMB 2 1 2 1 LINE OF JAMB BEYOND VTF FLOORING EXPANSION JOINT EXISTING TILE EXISTING SETTING BED WITH ALL THICKNESS DIMENSIONS VARIES 1/2" MAX DOOR THRESHOLDS TO BE ½ INCH HIGH MAXIMUM. DOOR CL CONC. SUBSTRUCTURE SEE FINISH SCHED FOR TYPE OF RFT OR RSF SLOPE MAY NOT EXCEED 1:30 TAPERED RESILIENT STRIP MA X 1/ 2 " DOOR, SEE SCHEDULE DOOR THRESHOLDS TO BE ½ INCH HIGH MAXIMUM. 4" EQ EQ 4" 4" EMBED. TYP REBAR PER STRUCT. COMPACT SOIL PER GEOTECH. REPORT REBAR PER STRUCT. HILTI RE-500 (ICC ESR-3814) TYP. PER STRUCT. 1 1/2" CLR. MIN. TYP 1 2 MAX. SAW CUT (E) CONCRETE PER PLANS REBAR PER STRUCT. ELECTRICAL RACEWAY PER PLANS AND TECHNOLOGY DRAWINGSCONC. S.O.G. TO MATCH (E) ELEVATION 4" (E) CONC. S.O.G. SAW CUT (E) CONCRETE PER PLANS (N) MOISTURE BARRIER UNDER NEW CONCRETE, WRAP UP SIDES AGAINST SAW CUT @ EA. SIDE (N) MOISTURE BARRIER UNDER NEW CONCRETE, WRAP UP SIDES AGAINST SAW CUT @ EA. SIDE 1' - 8 1/2" MAX 4 X6 @ 24" O.C. SLOPE (N) ROOFING ASSEMBLY SYSTEM TO MATCH (E) O/ 3/4" PLYWD. O/ 4X6 ROOF JOIST W/#10 SMS TO EA, JOIST @ 12"O.C. MECHANICAL EQUIPMENT O/MTL EDGE COPING FLASHING. BOTTOM CONNECTION SARNAFASTNER XP @ 24" O.C. EACH DIRECTION PER SYSTEM 3 15 ON TABLE 2 PER ICC ESR-1157 BASE FLASHING HOT-AIR WELDED (E) ROOFING ASSEMBLY TO REMAIN, REPAIR AND PATCH AS NECESSARY (N) ROOF FRAMING PER STRUCTURAL (E) RIGID INSULATION TO REMAIN OVERLAP O/ EXISTING ROOFING (4) 3/8" DIA. LAG SCREWS MIN. W/4"EMBED INTO 4X_ MEMBER BELOW 4X12 RIPPED STUD O/ (E) ROOFING. OVERLAP. PIPE PENETRATION (E) INSULATION (E) ROOF MEMBRANE STAINLESS STEEL WORM GEAR CLAMP APPROVED SEALANT ROOF MEMBRANE FASTENER & STRESS PLATE (MIN. 4 FASTENERS) HOT AIR WELD NON-REINFORCED ROOF MEMBRANE FORMED FLASHING MEMBRANE ROOF MEMBRANE BONDING ADHESIVE NON-REINFORCED FTR FIELD FORMED FLASHING MEMBRANE HOT AIR WELD 8" MIN. SCALE: 12" = 1'-0" A820 2 DOOR FRAME GENERAL NOTES SCALE: 3/4" = 1'-0" A820 3 DOOR HARDWARE LOCATIONS SCALE: 3" = 1'-0" A820 1 HOLLOW METAL FRAME DETAILS STUD PIN - 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: 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION AG JS JMISSUED FOR CONSTRUCTION 09.01.2023 06.09.2023 BUILDING PERMIT SUBMITTAL 07.28.2023 BUILDING PERMIT SUBMITTAL 02 09.01.2023 ISSUED FOR CONSTRUCTION As indicated A820 DETAILS -DOORS, THRESHOLDS, FLOORS, & ROOF CARLSBAD EOC WING RENOVATION 2560 ORION WAY CARLSBAD, CA 92010 SCALE: 12" = 1'-0" REF: A600 A820 4 EXTERIOR THRESHOLDS SCALE: 12" = 1'-0" REF: A600 A820 5 CARPET TO VTF - THRESHOLD SCALE: 12" = 1'-0" A820 6 CARPET TO CONCRETE - THRESHOLD SCALE: 12" = 1'-0" REF: A600 A820 7 VTF TO CONCRETE - THRESHOLD SCALE: 3" = 1'-0" REF: A600 A820 8 VTF TO TILE - ALUM. THRESHOLD SCALE: 12" = 1'-0" A820 9 RFT / RSF TO RSF - VINYL THRESHOLD SCALE: 1 1/2" = 1'-0" A820 10 CONCRETE SLAB INFILL SCALE: 1 1/2" = 1'-0" REF: A205 A820 11 MECHANICAL EQUIPMENT PAD SCALE: NOT TO SCALE REF: xA823 A820 13 FIELD FABRICATED PIPE FLASHING OUTSIDE INSIDE NOTE: CONTRACTOR TO FIELD VERIFY LOCATION OF (N) OPENING @ (E) PRE- FAB CONC. PANEL WALL. CONTRACTOR TO REMOVE ANY EXISTING REBAR/WIRE, REPAIR AND PATCH @ OPENING PERIMETER WHERE (N) OPENING OCCURS. CONT. SEALANT O/ CONT. BACKER ROD ANCHORING PER MANUF. AFG601T SYSTEM 3 5/8"x6" MTL. STUD BOX HEADER, (N) HEADER INT. FACE, TO ALIGN W/ (E) EMBEDDED 4" MTL. INT. STUD FACE. 5/8" GYP. BD. O/ 7/8" MTL. HAT CHANNEL @ 16" O.C. O/ 3 5/8" MTL. STUD WALL @ 16" O.C., (N) 3 5/8" MTL STUD INT. FACE, TO ALIGN W/ (E) EMBEDDED 4" MTL. INT. FACE. (E) R-11 BATT INSULATION 24GA. GALV. MTL. FLASHING CAP CONT. SEALANT O/ CONT. BACKER ROD SHIM AS REQUIRED (E) PRE-FAB CONC. PANEL WALL SELF-ADHERING W.P. MEMBRANE 1 3/4" INTERIOREXTERIOR (E) EMBEDDED METAL STUD TO REMAIN (E) R-11 BATT INSULLATION 24GA. GALV. MTL. FLASHING CAP TO BE SET IN BED O/ CONC. PANEL, TO BE PAINTED TO MATCH STF. SYSTEM SELF-ADHERING W.P. MEMBRANE (E) PRE-FAB CONC. PANEL WALL 3 5/8"x_ MTL. STUD JAMB, (N) JAMB INT. FACE, TO ALIGN W/ (E) EMBEDDED 4" MTL. INT. STUD FACE. ANCHORING PER MANUF. AFG601T SYSTEM 5/8" GYP. BD. O/ 7/8" MTL. HAT CHANNEL @ 16" O.C. O/ 3 5/8" MTL. STUD WALL @ 16" O.C., (N) 3 5/8" MTL STUD INT. FACE, TO ALIGN W/ (E) EMBEDED 4" MTL. INT. FACE. CONT. SEALNT O/ CONT. BACKER ROD CONT. SEALANT O/ CONT. BACKER ROD AFG601T STF. FRAME/GLAZ ASSEMBLY PER STF./WINDOW SCHEDULE ON SHEET A700 SHIM AS REQUIRED NOTE: CONTRACTOR TO FIELD VERIFY LOCATION OF (N) OPENING @ (E) PRE-FAB CONC. PANEL WALL. CONTRACTOR TO REMOVE ANY EXISTING REBAR/WIRE, REPAIR AND PATCH @ OPENING PERIMETER WHERE (N) OPENING OCCURS. (E) EMBEDDED METAL STUD TO REMAIN (E) R-11 BATT INSULLATION 5/8" GYP. BD. O/ 7/8" MTL. HAT CHANNEL @16" O.C. O/ 3 5/8" MTL. STUD WALL @ 16" O.C., (N) 3 5/8" MTL STUD INT. FACE, TO ALIGN W/ (E) EMBEDDED 4" MTL. INT. FACE. ANCHORING PER MANUF. AFG601T SYSTEM 3 5/8" MTL. STUD (N) SILL, (N) INT. FACE, TO ALIGN W/ (E) 4" MTL. INT. STUD FACE. CONT. SEALNT O/ CONT. BACKER RODCONT. SEALANT O/ CONT. BACKER ROD 24GA. GALV. MTL. FLASHING CAP TO BE SET IN BED O/ CONC. PANEL, TO BE PAINTED TO MATCH STF. SYSTEM SHIM AS REQUIRED SELF-ADHERING W.P. MEMBRANE (E) PRE-FAB CONC. PANEL WALL NOTE: CONTRACTOR TO FIELD VERIFY LOCATION OF (N) OPENING @ (E) PRE-FAB CONC. PANEL WALL. CONTRACTOR TO REMOVE ANY EXISTING REBAR/WIRE, REPAIR AND PATCH @ OPENING PERIMETER WHERE (N) OPENING OCCURS. (E) EMBEDDED METAL STUD TO REMAIN AFG601T STF. FRAME/GLAZ ASSEMBLY PER STF./WINDOW SCHEDULE ON SHEET A702 - 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: 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION AG JS JMISSUED FOR CONSTRUCTION 09.01.2023 06.09.2023 BUILDING PERMIT SUBMITTAL 07.28.2023 BUILDING PERMIT SUBMITTAL 02 09.01.2023 ISSUED FOR CONSTRUCTION As indicated A830 DETAILS -STOREFRONT CARLSBAD EOC WING RENOVATION 2560 ORION WAY CARLSBAD, CA 92010 SCALE: 6" = 1'-0" REF: A700 A830 3 HEAD @ EXIST. PRECAST WALL - AFG601T SCALE: 6" = 1'-0" REF: A700 A830 2 JAMB @ EXIST. PRECAST WALL - AFG601T SCALE: 6" = 1'-0" REF: A700 A830 1 SILL @ EXIST. PRECAST WALL - AFG601T SCALE: 12" = 1'-0" REF: A700 A830 4 AFG60IT MULLION #12 x 1 1/2" P.H.S.M.S 103CLIP #12 x 1 1/2" P.H.S.M.S 103CLIP 10MM TEMPERED GLASS PANEL ALUMINUM VERTICAL EXTRUSION PVC WIPE RUNNING FULL LENGTH OF HORIZONTAL SILL EXTRUSION ALUMINUM SILL EXTRUSION ATTACHED TO VERTICAL EXTRUSION WITH (6) #10-24 X 3/4" LONG MACHINE SCREWS AT EACH END.GLASS WALL STEEL LEVELER ASSEMBLY PN 12811 SPACED AT EACH END OF SILL EXTRUSION AND MAX. 48" O.C. SPACING. NON-STRUCTURAL INSULATION FILLS CAVITY BELOW SILL EXTRUSION. NON-STRUCTURAL SANTOPRENE BASE TRIM EACH SIDE OF WALL. ALUMINUM BASE TRACK EXTRUSION PN 11896 USE 0.157" DIAMETER HILTI X-U POWER ACTUATED ANCHORS AS SHOWN. (ICC-ESR-2269). NOTE: CONCRETE MUST BE UNCRACKED CONCRETE FOR PURPOSE OF CONCRETE ANCHOR DESIGN. EMBEDMENT = 1" DISTANCE FROM EDGE OF CONCRETE SLAB = 3" O.C. MIN. MIN. SPACING = 4" O.C. CONCRETE SLAB THICKNESS = 3" MIN. 2 1/8" MAX. FLOOR FRAMING PER A801 NON-COMBUSTIBLE SHIM AS REQUIRED SEALANT AND BACKER ROD EA. SIDE WALL PER PLAN AR450 STF. FRAME/GLAZ ASSEMBLY PER STF./WINDOW SCHEDULE ON SHEET A700 ANCHORING PER MANUF. AFG450 SYSTEM AR450 STF. FRAME/GLAZ ASSEMBLY PER STF./WINDOW SCHEDULE ON SHEET A700 EXISTING SLAB JOINT SEALANT AND BACKER ROD EA. SIDE NON- COMBUSTIBLE SHIM AS REQUIRED FLOOR FINISH PER PLAN AND SPEC. ANCHORING PER MANUF. AFG450 SYSTEM AR450 STF. FRAME/GLAZ ASSEMBLY PER STF./WINDOW SCHEDULE ON SHEET A700 JOINT SEALANT AND BACKER ROD, EA. SIDE NON-COMBUSTIBLE SHIM AS REQUIRED WALL PER PLAN FRAMING PER A801 ANCHORING PER MANUF. AFG450 SYSTEM AR450 STF. FRAME/GLAZ ASSEMBLY PER STF./WINDOW SCHEDULE ON SHEET A700 WALL PER PLAN JOINT SEALANT AND BACKER ROD, EA. SIDE NON- COMBUSTIBLE SHIM AS REQUIRED FRAMING PER A801 - 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: 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION AG JS JMISSUED FOR CONSTRUCTION 09.01.2023 06.09.2023 BUILDING PERMIT SUBMITTAL 07.28.2023 BUILDING PERMIT SUBMITTAL 02 09.01.2023 ISSUED FOR CONSTRUCTION As indicated A831 DETAILS -STOREFRONT CARLSBAD EOC WING RENOVATION 2560 ORION WAY CARLSBAD, CA 92010 SCALE: 12" = 1'-0" REF: A700 A831 3 HEAD @ AR450 SCALE: 12" = 1'-0" REF: A700 A831 1 FLOOR SILL @ AR450 SCALE: 12" = 1'-0" REF: A700 A831 4 JAMB @ AR450 SCALE: 12" = 1'-0" REF: A700 A831 6 MULLION @ AR450 SCALE: 12" = 1'-0" REF: A700 A831 5 WALL SILL @ AR450 SCALE: 6" = 1'-0" REF: A700 A831 7 PRE-FAB INTERIOR S.F. BASE 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. 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 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. 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. 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. 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. Min. of 2 attachments are required at each light fixture per ASTM E580 Section 5.3.1. 7.3 Ceiling-mounted air terminals or other services weighing less than or equal to 20 pounds shall have one #12-gage slack safety wire attached from the terminal or service to the structure above. 7.4 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. 7.5 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 7.6 All 4 ft. x 4 ft. light fixtures must have slack safety wires at each corner. 7.7 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. (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 FOR CONNECTION TO STRUCTURE SEE CONNECTION MATRIX 3 TURNS @ HANGER WIRE TYPICAL @ EACH END # 12 GAGE WIRE 3" MAX. FOR CONNECTION TO STRUCTURE SEE 10° to 4 5 ° 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 A850 SEE DETAIL 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 3/A850 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 3/A850 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. 45.00° CROSS RUNNER NOTES: 2 '-0 " T Y P .2 '-0 " T Y P . 6 MIN. /5 A850 /5 A850 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 STRUCTURE CHANNEL TYPE COMPRESSION STRUT 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. 3/A850 T Y P . 0 ° T O 4 5 ° 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 STRUCTURAL STEEL 11/A851 16/A850 NO T T O E X C E E D T H E A L L O W A B L E L E N G T H G I V E N I N T H E TA B L E O N 3 . 2 1 F O R T H E C O M P R E S S I O N S T R U T S E L E C T E D SE E T A B L E A B O V E . 8 A850 /11 A850 ATTACHED JOINT ATTACHED 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". MAX 6' - 0". MAX 12' - 0". MAX 6' - 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 TYPICAL 1 A850 1 A850 1 A850 1 A850 4 A850 FREE JOINT 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 AT 4' -0" O.C. 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, MIN. CONT. SLIP JOINT CONNECTED WALL 8" MAX. SEE NOTE 1 BELOW A CROSS RUNNER 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 AT 4'-0" O.C.12'-0" MAX. TO ATTACHED JOINT 8' - 0" MAX. TO FREE JOINT 4' - 0" MAX. NOTES: 1. PROVIDE #12 GAGE HANGER WIRES 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 LESS, FOR THE PERIMETER OF THE CEILING AREA. PERIMETER WIRES ARE NTO REQUIRED WHEN THE LENGTH OF THE END TEE IS 8" OR LESS. 2. FASTEN ANGLE TO WALL FRAMING AS FOLLOWS: A. METAL STUD (20 GA. MIN.) WALL: (1) #10 SMS AT 24" O.C. MAX. STRUT AND 4 BRACE WIRES TYP. 0 TO 45° STEEL POP RIVET @4' -0" O.C. MAX 1" X 2" 25 GA. MIN. CONT. ANGLE THUS: FASTEN TO WALL PER NOTE 2 BELOW MAIN RUNNER STEEL POP RIVET AT EACH RUNNER 1" X 2" 25 GA. MIN. CONT. ANGLE FASTEN TO WALL PER NOTE 2 BELOW 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 3 A850 C AT ROOF METAL DECK BRACING WIRE 3 A850 COMPRESSION STRUCT CHANNEL SECTION 250S125-33 250S137-33 362S137-33 250S137-43 400S137-43 MAXIMUM LENGTH 5' -10" 6' -10" 8' -0" 8' -10" 10' -10" 1" WALL ANGLE HOLD DOWN 2 1/8" FLOATING J-TRIM, .025" ALUMINUM, TYP. 12 GAGE HANGING WIRE @ 4' -0" MAX SPACING TYP. GY P B O A R D A B O V E C E I L I N G 6" UNIVERSAL CARRIER HUNTER DOUGLAS 300c LINEAR PLANK MULTI BOX CONTINUOUS WALL. FLAT RECESSED CLOSURE MTL. STUDS PER PLAN 2-LAYERS OF 1/4" PROPRIETARY PLIABLE GYP. BD. HANGER WIRE 4' -0" MAX SPACING, TYP. BOX PANEL (E) ROOF OVER MTL. DECK TO REMAIN UNIVERSAL CARRIER HANGER WIRE CONNECTION TO METAL DECK REFERENCE DETAIL 3/A850 2". CUT FLANGES AND BEND (E) STL BM (2) 0.157" Ǿ HILTI X-U (ICC ESR-2269) COMPPRESSION STRUT NOTES: 1. BEAM FLANGE THICKNESS SHALL NOT BE LESS THAN 3/16". 2. CONNECTION TO STRUCTURAL STEEL SHALL NOT BE MADE IN THE PROTECTED ZONE OF MOMENT FRAME BEAMS PER S403. - 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: 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION AG JS JMISSUED FOR CONSTRUCTION 09.01.2023 06.09.2023 BUILDING PERMIT SUBMITTAL 07.28.2023 BUILDING PERMIT SUBMITTAL 02 09.01.2023 ISSUED FOR CONSTRUCTION As indicated A850 DETAILS -CEILING CARLSBAD EOC WING RENOVATION 2560 ORION WAY CARLSBAD, CA 92010 SCALE: 3" = 1'-0" A850 2 ACOUSTICAL CEILING NOTES SCALE: 1/16" = 1'-0" REF: A204 A850 1 CEILING PERIMETER SCALE: 3" = 1'-0" A850 3 HANGER AND BRACING WIRE CONNECTION SCALE: 3/32" = 1'-0" A850 4 SUSPEND AND BRACING ASSEMBLY SCALE: 1/2" = 1'-0" A850 8 CHANNEL TYPE STRUCTURE SCALE: 1/4" = 1'-0" A850 5 STRUT CONN TO STRUCT. SCALE: 1/2" = 1'-0" A850 6 8 X 12 CEILING BRACE FRAMING SCALE: 3" = 1'-0" A850 9 HANGER WIRE CON. TO GRID SCALE: 3" = 1'-0" A850 10 SPREADER BAR ASSEMBLY SCALE: 3" = 1'-0" A850 11 EXIT WAY INTERSECTIONS SCALE: 3" = 1'-0" A850 12 ACCEPTABLE EXIT WAY DETAIL SCALE: 3" = 1'-0" A850 13 HANGER AND BRACING ATTACH SCALE: 6" = 1'-0" REF: A204 A850 15 MTL PANEL CEILING CON TO SOFFIT WALL SCALE: 6" = 1'-0" A850 14 MTL PANEL CEILING CON. SCALE: 1/2" = 1'-0" A850 16 STRUT CONN. TO STRUCT STEEL 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 OCCURS 8'-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 A X . T Y P . 10° TO 45° CONN PER ANGLE 1.5" X 1.5" X 18 GA LIGHT FIXTURE SUPPORT BRACKET STRUT @ 12'-0" MAX BEYOND (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 FIXTURE 3'-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. CONN. PER /4 A851 /4 A851 3/8" 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 (E) STRUCTURE 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. CONNECTION PER (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 /11 A851 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 SEE 3/A850 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. 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 NOTE: SEE FOR ALTERNATIVE STRUCT CONNECTION TO STEEL FRAMING. /9 A851 - 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:- 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD POLICE AND FIRE HEADQUARTERS RENOVATION N O T F O R C O N S T R U C T I O N As indicated A851 DETAILS -CEILING CARLSBAD EOC WING RENOVATION Author Checker 2560 ORION WAY CARLSBAD, CA 92010 SCALE: 12" = 1'-0" A851 1 TRAPEZE UNDER OBSTRUCTION SCALE: 12" = 1'-0" A851 7 OPPOSING COMPRESSION STRUT SCALE: 12" = 1'-0" A851 3 CROSS JOIST OBSTRUCTION SCALE: 12" = 1'-0" A851 5 WIRE OBSTRUCTION SCALE: 12" = 1'-0" A851 4 WIRE OBSTRUCTION SCALE: 3" = 1'-0" A851 6 BRACE WIRE CONN. TO MTL. STUD WALL SCALE: 1/2" = 1'-0" A851 9 STRUT CONN. TO STRUCT STEEL SCALE: 1" = 10'-0" A851 10 CEILING WIRE SPLICES SCALE: 1/2" = 1'-0" A851 11 STRUT CONN TO MTL. DECK MIN 1' - 0" 9" 15" 60 " M A X T O B A S E L I N E O F 48 " M I N T O B A S E L I N E O F HI G H E S T T A C T I L E C H A R A C T E R LO W E S T B R A I L L E C E L L S APPLIES TO TOILET DOOR ONLY SEE SIGNAGE 1' - 6" MIN 4 5 . 0 0 ° 1' - 6" MIN CENTERED 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/ 4 0 " 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 TO MATCH EXISTING U.O.N. 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 REQUIREMENTS 4' -0" MI N . A. F . F . 5' -0" A.F.F.MINIMUM 1" HIGH LETTERS UPPERCASE CHARACTERS COLOR: WHITE MIN. 1/2" 1/2" MEN NOTE: SEE SIGNAGE NOTE #7 FOR BRAILLE REQUIREMENTS 8" 10" 4' -0" MI N . A. F . F . 5' -0" A.F.F.MINIMUM 1" HIGH LETTERS UPPERCASE CHARACTERS COLOR: WHITE MIN. 1/2" 1/2" WOMEN NOTE: SEE SIGNAGE NOTE #7 FOR BRAILLE REQUIREMENTS 8" 10" 4' -0" MI N . A. F . F . 1' - 0" 1 ' - 0 " 5' -0" A.F.F. 1/4" THICK CONTRASTING COLOR TO DOOR 1/8" R. CORNERS, TYP 6" MEN MINIMUM 5/8" HIGH LETTERS UPPERCASE CHARACTERS COLOR: TBD 5' -0" A.F.F. CONTRASTING COLOR TO DOOR AND EACH OTHER 1/4" THICK 1' - 0" *IF DOORS ARE THE SAME COLOR, SHOW SIGNS CONSISTENTLY LIGHT ON DARK OR DARK ON LIGHT BACKGROUND 1/8" R. CORNERS, TYP 6" RESTROOM MINIMUM 5/8" HIGH LETTERS UPPERCASE CHARACTERS COLOR: WHITE 6" 5' -0" A.F.F. 1/4" THICK CONTRASTING COLOR TO DOOR 1' - 0" WOMEN MINIMUM 5/8" HIGH LETTERS UPPERCASE CHARACTERS COLOR: TBD CONFERENCE ###4" 60" MAX. A.F.F. TO B O T T O M O F H I G H E S T TA C T I L E C H A R A C T E R S 48" MIN. A.F.F. TO B O T T O M O F L O W E S T TA C T I L E C H A R A C T E R S ROOM NAME TEXT: 1" HIGH LETTERS COLOR: WHITE10" NOTE: SEE SIGNAGE NOTE #7 FOR BRAILLE REQUIREMENTS 3/8"-1/2" 3/8" MIN 5' -0" A.F.F. CONTRASTING COLOR TO DOOR AND EACH OTHER 1/4" THICK 1' - 0" *IF DOORS ARE THE SAME COLOR, SHOW SIGNS CONSISTENTLY LIGHT ON DARK OR DARK ON LIGHT BACKGROUND 1/8" R. CORNERS, TYP 6" RESTROOM MINIMUM 5/8" HIGH LETTERS UPPERCASE CHARACTERS COLOR: WHITE 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 REQUIREMENTS 4' -0" MI N . A. F . F . - 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: 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION AG JS JMISSUED FOR CONSTRUCTION 09.01.2023 06.09.2023 BUILDING PERMIT SUBMITTAL 07.28.2023 BUILDING PERMIT SUBMITTAL 02 09.01.2023 ISSUED FOR CONSTRUCTION As indicated A890 DETAILS -BUILDING SIGNAGE CARLSBAD EOC WING RENOVATION 2560 ORION WAY CARLSBAD, CA 92010 SCALE: 1/2" = 1'-0" A890 1 DOOR ROOM SIGNAGE SCALE: 12" = 1'-0" A890 3 SIGNAGE NOTES SCALE: 3" = 1'-0" A890 2 ACCESSIBLE ENTRY SIGN SCALE: 3" = 1'-0" A890 10 GENDER NEUTRAL ACCESSIBLE RESTROOM SIGN SCALE: 3" = 1'-0" A890 9 MENS RESTROOM SIGN SCALE: 3" = 1'-0" A890 8 WOMENS RESTROOM SIGN SCALE: 3" = 1'-0" A890 5 MENS RESTROOM DOOR SIGN SCALE: 3" = 1'-0" A890 6 GENDER NEUTRAL ACCESSIBLE RR DOOR SIGN SCALE: 3" = 1'-0" A890 4 WOMENS RESTROOM DOOR SIGN SCALE: 3" = 1'-0" A890 12 ROOM IDENTIFICATION SIGNAGE SCALE: 3" = 1'-0" A890 7 GENDER NEUTRAL RESTROOM DOOR SIGN SCALE: 3" = 1'-0" A890 11 GENDER NEUTRAL RESTROOM SIGN ### 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. 1/ 2 " MI N . 1/ 2 " 1/ 2 " MI N . 1/ 2 " 4' - 0 " MI N . B. O . B . 4' - 0 " MI N . B. O . B . EXIT EXIT ROUTE A SEE SIGNAGE NOTE #7 MOUNT AT INTERIOR B 5'-0'' MAX A.F.F. 5'-0'' MAX A.F.F. ASSISTIVE LISTENING DEVICES AVALIABLE WHITE TEXT 5' -0" A.F.F. 10" 10" DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS NOTE:MOUNT IN HEADER OF INTERIOR SIDE OF DOOR FRAME * * 0' - 1" 5' - 3" CL 6" TALL, 1/2" THICK ALUMINUM LETTERS, PIN MOUNTED 4" TALL, 1/2" THICK ALUMINUM LETTERS, PIN MOUNTED 10" SPACE 6" SPACE 3" SPACE PROVIDE BACKING AT SIGNAGE LOCATION PER 7/A801 OPEN TO HALLWAY BEYOND5' - 1 1/2" 11 1/2" EQ EQ 18" R. 3' - 0" GLASS CITY SEAL ATTACHED VIA STANDOFFS, SEE INSPIRATION IMAGE EXAMPLE PROVIDE BACKING PER 7/A801 4' - 5" 3' - 0" 1' - 10" 3' - 0" 1' - 10" 4' - 5" 2.5" TEXT SIZE WITH 2" SPACING BETWEEN LINES (NEGATIVE SPACE IN FROSTED FILM) 2.5" TEXT SIZE WITH 2" SPACING BETWEEN LINES (NEGATIVE SPACE IN FROSTED FILM) FROSTED FILM FROSTED TEXT, HEIGHT TO MATCH GLAZING FROSTED FILM - 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: 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION AG JS JMISSUED FOR CONSTRUCTION 09.01.2023 06.09.2023 BUILDING PERMIT SUBMITTAL 07.28.2023 BUILDING PERMIT SUBMITTAL 02 09.01.2023 ISSUED FOR CONSTRUCTION As indicated A891 DETAILS -BUILDING SIGNAGE CARLSBAD EOC WING RENOVATION 2560 ORION WAY CARLSBAD, CA 92010 SCALE: 6" = 1'-0" A891 4 MAXIMUM OCCUPANCY LOAD SIGN SCALE: 3" = 1'-0" A891 2 NO SMOKING SIGN SCALE: 6" = 1'-0" A891 3 ROOF ACCESS SIGN SCALE: 3" = 1'-0" A891 8 NOT ACCESSIBLE SIGN SCALE: 3" = 1'-0" A891 1 ROOM EXIT SIGNS SCALE: 3" = 1'-0" A891 5 ASSISTIVE LISTENING DEVICE SIGN SCALE: 1 1/2" = 1'-0" A891 7 DOOR UNLOCK SIGN SCALE: 1/4" = 1'-0" A891 9 NORTH EXTERIOR ELEVATION - SIGNAGE SCALE: 1/4" = 1'-0" A891 11 (100) ENTRY - SIGNAGE SEAL SCALE: 1/4" = 1'-0" A891 10 (101) HALLWAY - SIGNAGE LAYOUT INTERIOR DOOR SIGNAGE INSPIRATION IMAGE (FROSTED GLASS TREATMENT WITH LETTERING CUTOUTS) ENTRY SIGNAGE INSPIRATION IMAGE (GLASS CIRCLE, MONOTONE, FASTENERS TO BE HIDDEN) 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 . M A X . 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 " C L R . A . F . F . M I N . SOLID SURFACE PER FINISH SCHED. ON A600 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 " BACKSPLASH (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 COUNTERTOP, SEE 2X4 WOOD STUD CONSTRUCTION, TYP. 4" 2 3 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 MA X H E I G H T 34 " BACKSPLASH A900 7 /2 A900 REFER TO DETAIL 8/A900 FOR ADDITIONAL CASEWORK BACKING CONNECTION INFORMATION TO WALL 4" NOTE: DRAWERS WHERE APPLICABLE PER ELEVATIONS. 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. A801 7 A900 7 A900 7 A801 7 6 A900 ADJACENT LOWER CABINET CASEWORK MATCH TOP OF DOOR WITH 2X4 WOOD STUD LEDGER, TYP. A801 7 A801 7 4" BACK PANEL DOOR PULL 1X4 WOOD CASEWORK FRAME, TYP. A900 7 1X4 WOOD STUD CONSTRUCTION, TYP. BACK PANEL PLAM FINISH PER FINISH SCHEDULE DOOR PULL ADJUSTABLE SHELF, TYP. EQ EQ HEIGHT PER INTERIOR ELEVATIONS EQ PLAM FINISH PER FINISH SCHEDULE Level 1 0' -0" WIDTH PER ENLARGED PLANS 9' - 0"5' - 4 1/2" V.I.F. 6 A900 3/4" SOLID SURFACE COUNTERTOP OVER 3/4" PLYWOOD W/ 3" BUILD DOWN EASED EDGE AND BACKSPLASH OVER LOWER CABINETS FULL HEIGHT STORAGE CABINETS NEW WALL PER PLAN EXIST. WALL PER PLAN 2' - 0". 8 A900 16 12 12 J J NEW PORTION OF WALL PER PLAN, ALIGN FINISH FACE WITH EXISTING WALL 42" DEEP TALL CABINET. SEE INTERIOR ELEVATIONS AND FINISH SCHEDULE FOR MORE INFORMATION 11' - 5" (V.I.F) EQ EQ EQ COUNTERTOP OVER 18" DEEP LOWER CABINETS. SEE INTERIOR ELEVATIONS AND FINISH SCHEDULE FOR MORE INFORMATION SHELVING OVER 18" DEEP LOWER CABINETS. SEE INTERIOR ELEVATIONS AND FINISH SCHEDULE FOR MORE INFORMATION 6' - 0" 6' - 0" EQ EQ 10 A900 3 A900 8 A900 3' - 6" COUNTERTOP, SEE 2X4 WOOD STUD CONSTRUCTION, TYP. 4" 2 ' - 8 1 / 2 " . 1 1 / 2 " PLAM FINISH BASE, DO NOT APPLY RUBBER BASE BACK PANEL 4" DOOR PULLS ADJUSTABLE SHELF BACKSPLASH A900 7 /2 A900 REFER TO DETAIL 8/A900 FOR ADDITIONAL CASEWORK BACKING CONNECTION INFORMATION TO WALL 1' - 6" 4" PLAM FINISH PER FINISH SCHEDULE ON A600 HEAVY DUTY SHELVES WITH HEAVY DUTY SUPPORT SOLID SURFACE COUNTERTOP BACK PANEL PLAM FINISH PER FINISH SCHEDULE ON A600 BASE, DO NOT APPLY RUBBER BASE DOOR PULL ADJUSTABLE SHELF A801 7 A900 7 A801 7 A900 2 12" EQ EQ EQ EQ EQ 1' - 6"2' - 8 1/2". 1' - 0 1/2" 6' - 0" SCALE: 3" = 1'-0" A900 5 SHELVING ANCHOR SCALE: 1 1/2" = 1'-0" REF: A900 A900 2 TYPICAL COUNTERTOP SCALE: 3" = 1'-0" REF: A900 A900 7 CABINET BASE ATTACHMENT SCALE: 1 1/2" = 1'-0" REF: A501 A900 6 MILLWORK SECTION WITH DRAWER - 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: 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION AG JS JMISSUED FOR CONSTRUCTION 09.01.2023 06.09.2023 BUILDING PERMIT SUBMITTAL 07.28.2023 BUILDING PERMIT SUBMITTAL 02 09.01.2023 ISSUED FOR CONSTRUCTION As indicated A900 DETAILS -CASEWORK CARLSBAD EOC WING RENOVATION 2560 ORION WAY CARLSBAD, CA 92010 SCALE: 1/2" = 1'-0" A900 9 CASEWORK ATTACHMENT SCALE: 1 1/2" = 1'-0" REF: A501 A900 8 TALL CASEWORK SECTION DETAIL SCALE: 1/2" = 1'-0" REF: A203 A900 4 CONFERENCE ROOM 107 CASEWORK PLAN SCALE: 1/2" = 1'-0" REF: A203 A900 1 ENTRY 100 CASEWORK PLAN SCALE: 1 1/2" = 1'-0" REF: A900 A900 3 MILLWORK SECTION SCALE: 1 1/2" = 1'-0" REF: A900 A900 10 RECEPTION CORRIDOR CASEWORK DESIGN CRITERIA DESIGN OF NEW STRUCTURAL COMPONENTS CONFORMS TO THE CALIFORNIA BUILDING CODE (CBC), 2022 EDITION WITH CITY OF CARLSBAD REVISIONS, AND MEETS THE REQUIREMENTS FOR ESSENTIAL FACILITIES. 1. LIVE LOADS: A. ROOF: 20 PSF 2. DEAD LOADS: A. SELF WEIGHT OF ELEMENTS 3. SEISMIC DESIGN CRITERIA: SITE CLASS C SEISMIC DESIGN CATEGORY D RISK CATEGORY: IV NON STRUCTURAL COMPONENT SEISMIC FORCES: Ss = 0.947 S1 = 0.347 Fa = 1.200 Fv = 1.500 SDS = 0.635 CAST-IN-PLACE CONCRETE 1. PORTLAND CEMENT SHALL BE ASTM C150 TYPE II OR V UNLESS OTHERWISE NOTED. 2. ALL CONCRETE SHALL BE NORMAL WEIGHT (145 PCF) HARD ROCK TYPE UNLESS OTHERWISE NOTED. 3. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f'c) AT 28 DAYS AS FOLLOWS, UNLESS OTHERWISE NOTED: A. SLABS-ON-GRADE: 4,000 PSI 4. 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 STEEL 1. 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 C (Fy=50ksi, Fu=62ksi) E. ROUND HSS: ASTM A500, GRADE C (Fy=46ksi, Fu=62ksi) 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 A307 I. ANCHOR RODS: ASTM F1554, GRADE 36, U.N.O. J. THREADED RODS: ASTM A36 K. NUTS: ASTM A563 L. WASHERS: ASTM F436 4. 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. DIAMETER OF BOLT HOLE SHALL BE 1/16" LARGER THAN THE BOLT'S DIAMETER UNLESS OTHERWISE NOTED. 7. 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. 8. PROVIDE BEVELED WASHERS ON SLOPING SURFACE OF CONNECTIONS FOR FULL BEARING. 9. MINIMUM BOLT SPACING FROM CENTER OF STANDARD AISC HOLE AS FOLLOWS, U.N.O.: CENTER-TO-CENTER = 3 BOLT DIAMETER CENTER-T0-ROLLED EDGE = 1.5 BOLT DIAMETER CENTER-TO-SHEARED EDGE = 1.75 BOLT DIAMETER 10. GALVANIZE ALL STEEL EXPOSED TO WEATHER, UNLESS OTHERWISE NOTED. 11. ALL STEEL SHALL BE FABRICATED AT CITY OF CARLSBAD APPROVED STEEL FABRICATION SHOP. STRUCTURAL STEEL WELDING 1. 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 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. 5. 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. 6. 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. 7. 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. 8. 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. 9. 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. 10. FINISH GROOVE PREPARATION THERMAL CUTS BY GRINDING. 11. 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. 12. 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 WORK THE SCOPE OF WORK OF THIS PROJECT CONSISTS OF TENENT IMPROVEMENTS TO THE EMERGENCY OPERATIONS CENTER BUILDING. AS-BUILT CONDITIONS 1. 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. TOLERANCE 1. PERMITTED TOLERANCE SHALL BE ACCORDING CALIFORNIA BUILDING CODE. GENERAL 1. 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 SITE 10. 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 T THEREBY 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. ABBREVIATIONS @ AT &AND A.B.ANCHOR BOLT ABV.ABOVE ADD'L. (ADDL.)ADDITIONAL ADJ.ADJACENT ALT. ALTERNATE ALUM. ALUMINUM APPRX. (APPROX.) APPROXIMATE(LY) ARCH. ARCHITECT(URAL) BLDG.BUILDING BLKG. BLOCKING BLW.BELOW BM. BEAM B.N.BOUNDARY NAILING BNDRY.BOUNDARY B.O.C.BOTTOM OF CONCRETE B.O.F. BOTTOM OF FOOTING BOT. (B) BOTTOM BRCG.BRACING BRDG. BRIDGE (ING) BRG. BEARING BTWN. BETWEEN CAMB. (C) CAMBER(ED) CANT.CANTILEVER(ED) C.F.CUBIC FEET (FOOT) C.I.P. CAST-IN-PLACE C.I.D.H. CAST-IN-DRILLED HOLE C.J. CONTROL JOINT; CONSTRUCTION JOINT C.L. ( ) CENTER LINE CLG.CEILING CLR. CLEAR COL.COLUMN CONC. CONCRETE CONN.CONNECTION CONST. CONSTRUCTION CONT. CONTINUOUS C.P. COMPLETE-PENETRATION CTSK. COUNTERSINK CTR.CENTER(ED) C.Y. CUBIC YARD d d PENNY NAIL DBA DEFORMED BAR ANCHOR DBL. DOUBLE DEPT. DEPARTMENT D.F. DOUGLAS FIR DIA. (Ø) DIAMETER DIAG. DIAGONAL DIAPH. DIAPHRAGM DIM. DIMENSION DN. DOWN DO DITTO (REPEAT) DWG. (DWGS.) DRAWING(S) DWL.DOWEL EA.EACH E.F.EACH FACE E.J. EXPANSION JOINT EL.ELEVATION ELEC. ELECTRICAL ELEV.ELEVATOR EMB. EMBED(MENT) E.N. EDGE NAIL ENG. ENGINEER EPS EXPANDED POLYSTYRENE (FOAM) EQ. EQUAL EQPT. EQUIPMENT EQUIV.EQUIVALENT EXP. EXPANSION EXIST. (E) EXISTING EXT. EXTERIOR FDN.FOUNDATION FIN. FINISH(ED) FLR. FLOOR F.N. FIELD NAIL; FACE NAIL F.O.C. FACE OF CONCRETE F.O.M. FACE OF MASONRY F.O.S.FACE OF STUD F.O.W. FACE OF WALL F.P. FULL (COMPLETE) PENETRATION FRP FIBER REINFORCED POLYMER F.S. FAR SIDE FT. (') FOOT (FEET) FTG. FOOTING F.V. FIELD VERIFY GA. GAUGE GALV. GALVANIZE(D) GLB. GLUED LAMINATED BEAM GRD. GRADE GYP. GYPSUM K KIPS; 1000 K.P. KING POST LAT.LATERAL L.B. LAG BOLT LB (#)POUND L.F. LINEAL FEET (FOOT) LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LT. WT. LIGHT WEIGHT MAX. MAXIMUM M.B. MACHINE BOLT MECH. MECHANICAL M.E.P. MECHANICAL, ELECTRICAL AND PLUMBING MEZZ. MEZZANINE MFR.MANUFACTURER MIN. MINIMUM MISC. MISCELLANEOUS MTL. METAL (N) NEW NO. (#) NUMBER N.S. NEAR SIDE N.T.S. NOT TO SCALE O/C (O.C.) ON CENTER O.D. OUTSIDE DIAMETER O.H. OPPOSITE HAND OPNG.OPENING OPP.OPPOSITE ORTHO. ORTHOGONAL O.W.J. OPEN WEB JOIST PC PILE CAP PCF POUNDS PER CU.FT. PL.PLATE PLYWD. PLYWOOD P.P. PARTIAL-PENETRATION P.S.F. POUNDS PER SQUARE FOOT P.S.I. POUNDS PER SQUARE INCH PT PRETENSIONED P.T. PRESSURE TREATED QTY. QUANTITY RAD. (R) RADIUS RBS REDUCED BEAM SECTION REF. REFERENCE REINF. REINFORCEMENT (ING) REQ'D. (REQD.) REQUIRED RF.ROOF R.O. ROUGH OPENING S.A.D. SEE ARCHITECTURAL DRAWINGS SC SLIP-CRITICAL S.C.D. SEE CIVIL DRAWINGS SCH. SCHEDULE SEP. SEPARATION SHT. SHEET SIM. SIMILAR SKW. SKEW(ED) SLRS SEISMIC LOAD RESISTING SYSEM S.O.G. SLAB-ON-GRADE SPEC. SPECIFICATION SQ. SQUARE ST SNUG-TIGHTENED STD. STANDARD STAGG. STAGGER(ED) STIFF. STIFFENER STIR. STIRRUP STL. STEEL STRUC(T). STRUCTURAL SUSP. SUSPENDED SYMM. SYMMETRICAL T&B TOP AND BOTTOM T&G TONGUE AND GROOVE TEMP. TEMPORARY THK. THICK(NESS) T.N. TOE NAIL T.O. TOP OF T.O.C. TOP OF CONCRETE T.O.S. TOP OF STEEL; TOP OF SHEATHING T.O.W. TOP OF WALL TRANS. TRANSVERSE T.S.G. TAPERED STEEL GIRDER TYP. TYPICAL U.O.N. (U.N.O.) UNLESS OTHERWISE NOTED UTIL. UTILITY HD. HOLDOWN; HAND HDR. HEADER HGR. HANGER HORIZ. (H) HORIZONTAL H.S. HEADED STUD H.S.B. HIGH STRENGTH BOLT HT. HEIGHT I.D. INSIDE DIAMETER IN. (") INCH(ES) INFO. INFORMATION JST. JOIST JT. JOINT VERT. (V) VERTICAL V.I.F. VERIFY IN FIELD W/WITH (W) WIDE; WIDTH WD. WOOD W.P. WORK POINT WT. WEIGHT W.W.F. WELDED WIRE FABRIC X-STG EXTRA STRONG XX-STG DOUBLE EXTRA STRONG C&C COMPONENTS AND CLADDING SOILS AND FOUNDATIONS 1. GEOTECHNICAL INVESTIGATION REPORTS: REFER TO NINYO & MOORE GEOTECHNICAL & ENVIRONMENTAL SCIENCES CONSULTANTS GEOTECHNICAL EVALUATION, SAFETY CENTER RENOVATION 2560 ORION WAY, CARLSBAD, CALIFORNIA NINYO & MOORE PROJECT NUMBER: 108715003, DATED AUGUST 16, 2019 GEOTECHNICAL EVALUATION, CARLSBAD SAFETY CENTER SEISMIC RETROFIT 2560 ORION WAY, CARLSBAD, CALIFORNIA NINYO & MOORE PROJECT NUMBER: 108715011, DATED AUGUST 14, 2020 2. 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, AND SLABS-ON-GRADE. 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. - 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:- 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION CARLSBAD EOC WING RENOVATION 12" = 1'-0" S001 GENERAL NOTES JE MMISSUED FOR CONSTRUCTION 09.01.23 2560 ORION WAY CARLSBAD, CA 92010 DATE SIGNED: NAS N GI ALONSI EL ERPOEF M .T REDE S EER SRGEI No. 3930 S N AHAMI R LRAUTCRTS U I A O RFIAL NTEOF SAT C 07-28-2023 STRUCTURAL TESTS AND INSPECTION 1.STRUCTURAL TESTS AND INSPECTIONS SHALL BE ACCORDING TO 2022 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 ADEQUATE NOTICE 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 FOR THE FOLLOWING TYPES OF WORK WHERE OCCURS: A.CONCRETE B.REINFORCING STEEL C.STRUCTURAL WELDING D.POST INSTALLED ANCHORS E.COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION 4.THE TESTING TORQUES FOR POST-INSTALLED ANCHORS SHALL BE BASED ON THE MANUFACTURER'S RECOMMENDED INSTALLATION TORQUE AS APPROVED IN AN ICC-ES EVALUATION REPORT UNLESS OTHERWISE NOTED. (CONFORM TO REQUIREMENTS OF CBC 2022, SECTION 1910A.5.4). 5.THE TESTING FORCES FOR POST-INSTALLED ADHESIVE ANCHORS SHALL BE BASED ON ONE AND A QUARTER (1¼) TIMES THE MAXIMUM DESIGN STRENGTH OF ANCHORS AS PROVIDED IN AN APPROVED TEST REPORT USING CRITERIA ADOPTED IN THIS CODE OR DETERMINED IN ACCORDANCE WITH CHAPTER 17 OF ACI 318. TENSION TEST LOAD NEED NOT EXCEED 80 PERCENT OF THE NOMINAL YIELD STRENGTH OF THE ANCHOR ELEMENT (=0.8Asefya). (CONFORM TO REQUIREMENTS OF CBC 2022, SECTION 1910A.5.4) 6.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 2022, SECTION 1910A.5.5 7. SHALL INCLUDE: JOB NAME AND JOB NUMBER, SITE LOCATION AND PLAN NUMBER. PAGE AND DETAILS, ANY RFI , AND CODE REFERENCES. ALL SPECIAL/DEPUTY INSPECTION REPORTS AND TEST 8.CONCRETE STRENGTH TEST REPORTS SHALL BE SUBMITTED TO THE ENGINEER. 06.30.23 07.28.23 09.01.23 BUILDING PERMIT SUBMITTAL BUILDING PERMIT SUBMITTAL 02 ISSUED FOR CONSTRUCTION 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. STRUCTURAL OBSERVATION 1. 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, 3930 4. 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. A. EQUIPMENT ANCHORAGE AND PARTITION WALL BRACING PRIOR TO COVERING WITH FINISH. 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. REINFORCING STEEL 1. 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. NO HEATING SHALL BE ALLOWED FOR BENDING OF REINFORCING STEEL UNLESS APPROVED BY THE ENGINEER. 6. ALL REINFORCING STEEL INTERRUPTED BY STRUCTURAL STEEL SHALL TERMINATE WITHIN 1" OF STEEL SURFACE WITH A 90° STANDARD HOOK UNLESS OTHERWISE NOTED. 7. ALL REINFORCING STEEL BENDS SHALL BE MADE COLD. RE-BENDING OR PREVIOUSLY BENT REINFORCING IS NOT PERMITTED. STEEL STUDS, JOISTS AND ACCESSORIES 1. 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 KSI 4 400S162-43 0.417 0.892 18 33 KSI 6 600S162-43 0.767 2.316 16 50 KSI 6 600S162-54 0.916 2.860 TRACK PROPERTIES SHALL BE AS FOLLOWS: GAUGE YIELD STRESS SIZE DESCRIPTION Sxe (IN.3) Ixe (IN.4) 18 33 KSI 6 600T200-43 0.565 2.076 16 50 KSI 6 600T200-54 0.717 2.641 EXPANSION BOLTS IN CRACKED AND UNCRACKED CONCRETE ACCEPTABLE PRODUCTS HILTI - KWIK BOLT TZ2 SIMPSON - STRONG-BOLT 2 BOLT DIAMETER 3/8"2 1/2"30 1/2"60 5/8"90 3/4"150 4 1/2" 5" AN EQUIVALENT PRODUCT ACCEPTABLE TO ENGINEER ICC-ES EVALUATION REPORT ESR-4266 ESR-3037 HILTI KWIK BOLT TZ2 BOLT DIAMETER EFFECTIVE MIN. DEPTH (U.N.O.) INSTALLATION TORQUE (FT-LB)* 3/8" 2" 30 1/2"50 5/8"40 3/4"110 4" 4 3/4" SIMPSON STRONG-TIE STRONG-BOLT 2 3 1/4" 3 3/8" EFFECTIVE MIN. DEPTH (U.N.O.) POST-INSTALLED ANCHORAGE INTO CONCRETE 1. ANCHORAGE SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS, AND SHALL COMPLY WITH ACI 318 CHAPTER 17 AND CBC. 2. THE CONTRACTOR SHALL PREPARE A WRITTEN PROCEDURE PRIOR TO CONSTRUCTION FOR AN INSTALLATION METHOD TO AVOID DRILLING INTO OR CONTACTING IN ANY WAY REINFORCING STEEL AND OTHER EMBEDDED ITEMS. APPROVED METHODS COULD INCLUDE PLASTIC MARKINGS FORMED INTO THE CONCRETE SURFACE, OR USE OF GROUND PENETRATING RADAR EQUIPMENT SUCH AS HILTI FERROSCAN PS300. ANCHORS SHALL CLEAR EXISTING REBAR BY 1" MIN. 3. CONFORM WITH ICC RECOMMENDED VALUES FOR ANCHOR SPACING AND EDGE DISTANCE TO DEVELOP FULL (100%) ALLOWABLE TENSION/SHEAR LOADS LISTED IN ICC REPORTS. DO NOT USE REDUCED SPACING AND EDGE DISTANCE UNLESS SPECIFICALLY NOTED OTHERWISE BY THE DETAILS. 4. ANCHORS SHALL BE INSTALLED ACCORDING TO THE ANCHORING SYSTEM'S SPECIFICATIONS. DO NOT DAMAGE REINFORCING STEEL OR OTHER EMBEDDED ITEMS. FILL UNUSED HOLES WITH NON-SHRINK GROUT. 5. DRILLED HOLE SHALL BE CLEANED WITH A BRUSH AND CLEAN COMPRESSED AIR IN COMPLIANCE WITH ICC ESR REQUIREMENTS. 6. 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. 7. WHILE ANCHORING STEEL MEMBERS AGAINST CONCRETE, PROVIDE LOCK-WASHER AND NUT AT EACH ANCHOR ROD. 8. TEST POST-INSTALLED ANCHORS IN CONCRETE PER CBC. TENSION-TEST BOLTS TO TWICE THE ALLOWABLE TENSION VALUE LISTED IN THE APPLICABLE ICC REPORT FOR BOLTS OF THE SAME DIAMETER. TEST 100- PERCENT OF BOLTS USED FOR STRUCTURAL APPLICATIONS. TEST 50-PERCENT OF BOLTS USED FOR NON- STRUCTURAL APPLICATIONS SUCH AS EQUIPMENT ANCHORAGE, INCLUDING HALF OF THE BOLTS IN EACH GROUP. TEST 10-PERCENT OF BOLTS USED FOR SILL-PLATE BOLTING APPLICATIONS. 9. ALL BOLTS AND ANCHORS (INCLUDING NUTS AND WASHERS) EXPOSED TO WEATHER SHALL BE STAINLESS STEEL. 10. THE EMBEDMENT DEPTH OF POST-INSTALLED ANCHORS SPECIFIED IN THE INDIVIDUAL DRAWING DETAILS SHALL GOVERN OVER THE MINIMUM EMBEDMENTS SHOWN IN THE TABLES ABOVE. WHERE THE INDIVIDUAL DRAWING DETAIL SPECIFIES A CERTAIN PRODUCT AND THE CONTRACTOR WISHES TO USE AN ACCEPTABLE ALTERNATIVE PRODUCT, THE EMBEDMENT DEPTH FOR THAT ALTERNATIVE PRODUCT SHALL BE INCREASED AS REQUIRED BEYOND THE EMBEDMENT DEPTH 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 THE EMBEDMENT DEPTH OF THE ALTERNATIVE 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. INSTALLATION TORQUE (FT-LB)* * ANCHORS MUST ATTAIN SPECIFIED TORQUE WITHIN 1/2 TURN OF THE NUT. INSTALLATION TORQUE APPLIES TO CARBON STEEL ANCHORS. REFER TO ICC REPORT FOR INSTALLATION TORQUE REQUIRED FOR STAINLESS STEEL ANCHORS. - 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:- 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION CARLSBAD EOC WING RENOVATION 12" = 1'-0" S002 GENERAL NOTES DM MMISSUED FOR CONSTRUCTION 09.01.23 2560 ORION WAY CARLSBAD, CA 92010 DATE SIGNED: NAS N GI ALONSI EL ERPOEF M .T REDE S EER SRGEI No. 3930 S N AHAMI R LRAUTCRTS U I A O RFIAL NTEOF SAT C 07-28-2023 06.30.23 07.28.23 09.01.23 BUILDING PERMIT SUBMITTAL BUILDING PERMIT SUBMITTAL 02 ISSUED FOR CONSTRUCTION - 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:- 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION CARLSBAD EOC WING RENOVATION As indicated S101 TYPICAL DETAILS DM MMISSUED FOR CONSTRUCTION 09.01.23 2560 ORION WAY CARLSBAD, CA 92010 DATE SIGNED: NAS N GI ALONSI EL ERPOEF M .T REDE S EER SRGEI No. 3930 S N AHAMI R LRAUTCRTS U I A O RFIAL NTEOF SAT C 07-28-2023 (E) W BM. 06.30.23 07.28.23 09.01.23 BUILDING PERMIT SUBMITTAL BUILDING PERMIT SUBMITTAL 02 ISSUED FOR CONSTRUCTION 06.30.23 07.28.23 09.01.23 BUILDING PERMIT SUBMITTAL BUILDING PERMIT SUBMITTAL 02 ISSUED FOR CONSTRUCTION NOTES: 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. LEGEND: INDICATES EXISTING CONCRETE FOOTING & HSS STEEL COLUMN INDICATES EXISTING GRADE BEAM 1'-0" INDICATES ELEVATION REFERENCE INDICATES (E) HSS VERTICAL BRACE UP TO LEVEL ABOVE(E) HSS COL.J H G 10 11 12 13 K L 14 15 16 K.8 (E) HSS6x6x3/16 TYP. U.N.O. (E) HSS4x3x1/4 (E) HSS4x4x1/4 TYP. (E) HSS4x4x1/4 TYP. (E) 4" SLAB ON GRADE 12' - 0" ±12' - 0" ±12' - 0" ±4' - 0" ±28' - 0" ±28' - 0" ± 4' - 0 " ± 24 ' - 0 " ± 20 ' - 0 " ± 40 ' - 0 " ± /---- / MATCH LINE ---- 8' - 6 " ± CABLE TRENCH PER TECHNOLOGY DWGS., TYP. EQUIPMENT RACKS PER TECHNOLOGY DWGS, SEE 1/S501 FOR ANCHORAGE 5 S501 6 S501 6 S501 6 S501 1 S501.1 1 S501.1 - 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:- 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION CARLSBAD EOC WING RENOVATION As indicated S201.1 FOUNDATION PLAN -EOC WING JE MMBUILDING PERMIT SUBMITTAL 02 09.01.23 2560 ORION WAY CARLSBAD, CA 92010 DATE SIGNED: NAS N GI ALONSI EL ERPOEF M .T REDE S EER SRGEI No. 3930 S N AHAMI R LRAUTCRTS U I A O RFIAL NTEOF SAT C 07-28-2023 1/4" = 1'-0"2FOUNDATION PLAN - EOC WING 06.30.23 07.28.23 09.01.23 BUILDING PERMIT SUBMITTAL BUILDING PERMIT SUBMITTAL 02 ISSUED FOR CONSTRUCTION J H G 10 11 12 13 K L 14 15 16 (E) W12X19 (E) W12X19(E) W12X19 (E) W10X12 (E) W14X22 (E) W14X22 (E) W14X22 (E) W14X22(E) W14X22 (E) W14X22 (E) W14X22 (E) W14X22 (E) W10X12 (E) W14X30 (E) W24X55 (E) W24X55 (E ) W 1 6 X 3 1 (E ) W 2 4 X 6 2 (E ) W 2 4 X 6 2 (E ) W 2 4 X 6 2 (E ) W 1 6 X 3 1 (E) W12X19 (E) W12X19 (E) W12X19 (E) W12X19 (E) W12X19 (E) W12X19 (E) W12X19(E) W12X19 (E) W12X19 (E ) W 1 6 X 2 6 (E ) W 1 6 X 2 6 (E ) W 1 4 X 2 6 (E ) W 1 4 X 2 2 (E ) W 1 4 X 2 2 ( E ) W 1 4 X 2 2 (E) W14X22 (E) W14X22(E) W14X30 (E) W14X30 (E) W14X22 (E) W14X22 (E ) W 1 4 X 2 2 (E ) W 1 4 X 2 2 (E) W10X12 (E) W10X12 (E) W10X12 (E ) W 1 4 X 2 2 (E ) W 1 4 X 2 2 (E) W14X30 (E) W14X30 (E) W14X30 (E ) W 1 4 X 2 6 (E) W14X26 (E ) W 1 4 X 2 2 (E ) W 1 4 X 2 2 (E) W12X19(E) W12X19 (E) W12X19 (E ) W 1 2 X 1 4 (E ) W 1 2 X 1 4 (E) W12X14 (E ) W 1 2 X 1 4 (E ) W 1 2 X 1 4 (E) W12X14 (E ) W 1 2 X 1 4 (E ) W 1 2 X 1 4 (E) W12X14 (E ) W 1 2 X 1 4 (E ) W 1 2 X 1 4 (E) W12X14 (E ) W 1 0 X 1 2 (E ) W 1 0 X 1 2 (E) W14X22 (E) W14X22 (E) W14X22 (E) W14X22BELOW (E ) W 1 4 X 2 2 ( E ) W 1 4 X 2 2 ( E ) W 1 4 X 2 2 (E ) W 1 4 X 2 2 BE N T BE N T BE N T A B O V E 12' - 0" ±12' - 0" ±12' - 0" ±4' - 0" ±28' - 0" ±28' - 0" ± 4' - 0 " ± 24 ' - 0 " ± 20 ' - 0 " ± 40 ' - 0 " ± RIDGE RIDGE VALLEY(E) L4X4X1/4(E) L4 X 4X1/4 (E) L3 X 3X3/16 (E) L 3 X 3 X 3/1 6 BELOW BELOW BELOW (E ) W 1 4 X 2 2 BE L O W (E ) W 1 4 X 2 2 BE L O W BE N T (E) 20 GAGE METAL DECK W/ 1-1/2" DEEP FLUTES (E) 20 GAGE METAL DECK W/ 1-1/2" DEEP FLUTES K.8 (E ) L 4 x 4 x 1 /4 (E) L4x4x1/4 (E ) W 6 X 9 W8 X 1 0 W8 X 1 0 (E) W8X10 (E ) W 8 X 1 0 (E) W8X10 (E ) W 8 X 1 0 (E) W8X10 (E ) W 8 X 1 0 1 S501.1 1 S501.1 1 S501.1 1 S501.1 1 S501.1 1 S501.1 W8 X 1 0 W8 X 1 0 EQUIPMENT PER MECH. DWGS. 9 S101TYP. NOTES: 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 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. LEGEND: INDICATES (E) HSS VERTICAL BRACE UP TO LEVEL ABOVE, TYP. U.N.O. INDICATES (E) HSS VERTICAL BRACE DOWN TO LEVEL BELOW, TYP. U.N.O - 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:- 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION CARLSBAD EOC WING RENOVATION 1/4" = 1'-0" S204.1 ROOF FRAMING PLAN -EOC WING JE MMISSUED FOR CONSTRUCTION 09.01.23 2560 ORION WAY CARLSBAD, CA 92010 1/4" = 1'-0"1ROOF FRAMING PLAN - EOC WING DATE SIGNED: NAS N GI ALONSI EL ERPOEF M .T REDE S EER SRGEI No. 3930 S N AHAMI R LRAUTCRTS U I A O RFIAL NTEOF SAT C 07-28-2023 06.30.23 07.28.23 09.01.23 BUILDING PERMIT SUBMITTAL BUILDING PERMIT SUBMITTAL 02 ISSUED FOR CONSTRUCTION IT RACK PER TECHNOLOGY DWGS. MAX. WT. = 5,000 LBS (RACK + CONTENTS) (3) 1/2" ⌀HILTI KB-TZ2 TYP. EA. SIDE W/ 2 1/2" NOMINAL EMBED. (ICC ESR-4266) (E) S.O.G. ELEVATION ANCHORAGE AT S.O.G. PLAN A-A A A IT RACK PER TECHNOLOGY DWGS. (2) ROWS OF 4-#12 SMS (9 TOTAL) TYP. L5x4x1/4 (LLV), TYP 4" MIN. TYP 1/2 " M I N 1" M I N 1/2 " M I N EQ EQ EQ EQ TYP. 1 1/2" ~ MAX. WT. MOUNTING BRACKET & MONITOR=350 LBS TV MONITOR PER TECHNOLOGY DWGS PROVIDE BACKING PER ARCH. DWGS. SECTION MAX. 4 " ELEVATION CL OF SCREWS AND BACKING TRACK 4 1/4"Ø SMS THROUGH MOUNTING PLATE (MIN. 4 TOTAL) (1) LAYER OF GYP. BOARD PER ARCH 12 " M I N . C.G. HILTI RE-500 (ICC ESR-3814) TYP. #4x24" @ 16" O.C. TYP. 4" (E) CONC. S.O.G. 4" MAX. TYP #3 @ 16" O.C. ELECTRICAL RACEWAY PER TECNOLOGY DWGS. SAW CUT VAPOR BARRIER PER ARCH. COMPACT SOIL PER GEOTECH. REPORT #4 @ 16" O.C. EA. WAY CONC. S.O.G. TO MATCH (E) 2 MAX. 1 4" EMBED. TYP 4" . PER TECNOLOGY REQ'MTS. EQ EQ 1 1/2" CLR. MIN. TYP HILTI E-500 (ICC ESR-3814) TYP. #4x24" @ 16" O.C. TYP. 4" (E) CONC. S.O.G. 4" MIN. TYP ELECTRICAL RACEWAY PER TECNOLOGY DWGS. SAW CUT VAPOR BARRIER PER ARCH. COMPACT SOIL PER GEOTECH. REPORT #4 @ 16" O.C. EA. WAY CONC. S.O.G. TO MATCH (E) 1 MAX. 14"EQ EQ 1 1/2" CLR. MIN. TYP 4" EMBED. TYP (E) STEEL BEAM 16GA. UNPUNCHED TRACK CONT. #8 SMS T&B TYP. EA. FLANGE 4" x 18GA. "C" STUD @ 48" O.C., CONNECT TO DECK ABOVE PER 9/A801 (4) #10 SMS FIN. CLG. 1/8 1 1/2-16 600S162-43 @16"O.C. 16 GA. UNPUNCHED TRACK CONT. MAX. 9" STOREFRONT PER ARCH. 5'- 0 " M A X . (E) 20 GA. ROOF DECK (E) STEEL BEAM 16GA. UNPUNCHED TRACK CONT. 4" x 18 GA. "C" STUD @ 48" O.C., CONNECT TO DECK ABOVE PER 9/A801 (4) #10 SMS LOWER FIN. CLG. PER ARCH 600S162-43 @16"O.C. 16 GA. UNPUNCHED TRACK CONT. 3'- 6 " M A X . STOREFRONT PER ARCH. 11 ' - 6 " M A X . (E) 20 GA. ROOF DECK 1/8 1/8 ~ MAX. 9 " UPPER FIN. CLG. PER ARCH #10 SMS T&B AT EA. STUD, BOTH SIDES, TYP. #8 SMS T&B TYP. EA. FLANGE 600S162-43 STUDS AT 16" O.C. 16 GA. UNPUNCHED TRACK CONT. STOREFRONT PER ARCH. 600T200-54 W/ #10 SMS TO EA. STUD FLANGE, TYP. BOTH SIDES 3' - 0 " M A X . 600T200-54 W/ #10 SMS TO EA. STUD FLANGE, TYP. BOTH SIDES CLARK DIETRICH MC975P MOMENT CLIP AND STIFFENING PLATE W/ 6-#10 SMS AT EA. STUD, OR APPROVED EQUAL 1/2"Ø HILTI KB-TZ2 W/ 2-1/2" NOMINAL EMBED. (ICC ESR-4266) (E) S.O.G. - 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:- 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION CARLSBAD EOC WING RENOVATION As indicated S501 EQUIPMENT ANCHORAGE DETAILS JE MMISSUED FOR CONSTRUCTION 09.01.23 2560 ORION WAY CARLSBAD, CA 92010 DATE SIGNED: NAS N GI ALONSI EL ERPOEF M .T REDE S EER SRGEI No. 3930 S N AHAMI R LRAUTCRTS U I A O RFIAL NTEOF SAT C 07-28-2023 NO SCALE 1IT RACK ANCHORAGE NO SCALE 3WALL MOUNTED TV MONITOR ANCHORAGE 1" = 1'-0"5DATA TRENCH DETAIL NO SCALE 6DATA TRENCH DETAIL NO SCALE 11STOREFRONT ALIGNED WITH BEAM BRACING DETAIL NO SCALE 9STOREFRONT PERPENDICULAR TO BEAM BRACINGNO SCALE 13DETAIL 06.30.23 07.28.23 09.01.23 BUILDING PERMIT SUBMITTAL BUILDING PERMIT SUBMITTAL 02 ISSUED FOR CONSTRUCTION #10 SMS TO TRACK, TYP NOTES: 1. CONTRACTOR TO REMOVE AND REPLACE INSULATION AS REQUIRED. 2. SEE ARCH. DWGS. FOR WINDOW INFORMATION. (E) BACKING TRACK, WHERE OCCURS (E) 16 GA. BACKING STUDS AT 16" O.C. TYP, V.I.F.16 GAx2"x2" BENT PL W/ #10 SMS TO EA LEG, TYP CUT TRACK AND EXTEND INTERIOR FLANGE TO EDGE OF PANEL, TYP EA. SIDE. PROVIDE #10 SMS TO EA. VERTICAL STUD CUT AND BEND VERTICAL TRACK WEB, TYP EDGE OF NEW OPENING CUT IN PRECAST PANEL 600T150-54, CUT TRACK AND EXTEND INTERIOR FLANGE OVER TRACK AT TOP & BOTTOM, BEND TO FIT BEHIND (E) BACKING TRACK WHERE OCCURS B B 16 GA. TRACK EXTERIOR FACE OF (E) PRECAST PANEL (E) 16 GA. BACKING STUDS B-B ~ (E) FDN. INTERIOR ELEVATION (E) PRECAST PANEL ABOVE (E) 1/4" THK. STL. PL. WELDED TO PANEL BACKING STUDS WHERE OCCUR. CUT (E) PLATES AS REQ'D TO FORM OPENING. (E) 5/8"⌀THREADED ROD ANCHOR, CENTERED BETWEEN STUDS, TYP. (E) 1/4" STL. PLATES WELDED TO STUDS, TYP.28"+/-, TYP. 9' - 0 " V . I . F . V.I.F. 12' - 0" TYP. 1' - 4" +/- WINDOW OPENING PER ARCHTYP. 1'-0" MAX. TYP. 1'-0" MAX. PE R A R C H . D W G S . PER ARCH. DWGS. ~ PROVIDE (2) 1/4"x4" LONG THK. STL. PL. BETWEEN TOP TRACK OF BOTTOM PANEL AND BOTTOM TRACK OF TOP PANEL EA. SIDE OF NEW OPENING. (E) PLATES OUTSIDE OF NEW OPENING DIMENSIONS MAY REMAIN. 1/8 TYP. - 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:- 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION CARLSBAD EOC WING RENOVATION As indicated S501.1 DETAILS Author CheckerISSUED FOR CONSTRUCTION 09.01.23 2560 ORION WAY CARLSBAD, CA 92010 1 1/2" = 1'-0"4CUT EDGES OF PRECAST PANELS 1" = 1'-0"1WINDOW OPENING AT FACADE PRECAST PANEL DATE SIGNED: NAS N GI ALONSI EL ERPOEF M .T REDE S EER SRGEI No. 3930 S N AHAMI R LRAUTCRTS U I A O RFIAL NTEOF SAT C 07-28-2023 NOTE: NEW CONNECTION PLATES TO PRECAST PANEL ABOVE SHALL BE INSTALLED PRIOR TO CUTTING EXISTING CONNECTION PLATES. NOTE: NEW CONNECTION PLATES TO PRECAST PANEL ABOVE PER 1/-SHALL BE INSTALLED PRIOR TO CUTTING NEW WINDOW OPENING. 06.30.23 07.28.23 09.01.23 BUILDING PERMIT SUBMITTAL BUILDING PERMIT SUBMITTAL 02 ISSUED FOR CONSTRUCTION U D COMPLIANCE WITH SECTION 1613A OF THE 2022 INTERNATIONAL BUILDING CODE (2022 CALIFORNIA BUILDING CODE) EXEMPTED FROM PLAN REVIEW BY 2022 CBC SECTIONS 1616A.1.18. THE SUPPORTS AND ATTACHMENTS DETAILS DETAILED ON CONSTRUCTION DOCUMENTS, EXCEPT THOSE EXEMPT BY THE 2022 CBC SECTION 1616A.1.18. ABOVE REQUIREMENTS ARE ENFORCED. (2022 CBC SECTIONS 107 AND 1616A) (2022 CAC SECTIONS 7-115, 7-126, AND CBC 2022 SECTION 107) 2022 SECTION 1616A. 2. SEISMIC DESIGN FORCES (FP) ARE IN ACCORDANCE WITH THE CBC 2022 (2022 CAC SECTIONS 7-115, 7-126, 7-153, AND CBC 2022 SECTION 107) 2022 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE, (TITLE 24 PART 1) 2022 CALIFORNIA BUILDING CODE (CBC), (TITLE 24 PART 2) 2022 CALIFORNIA ELECTRICAL CODE (CEC), (TITLE 24 PART 3) 2022 CALIFORNIA MECHANICAL CODE (CMC), (TITLE 24 PART4) 2022 CALIFORNIA PLUMBING CODE (CPC), (TITLE 24 PART 5) 2022 CALIFORNIA ENERGY CODE, (TITLE 24 PART 6) 2022 CALIFORNIA FIRE CODE (TITLE 24 PART 9) 2022 CALIFORNIA GREEN BUILDING CODE (CGBC), (TITLE 24 11) ANY OTHER LOCAL AND STATE LAWS AND REGULATIONS CD-2 200 10x6 WR 150 12x6 WD 150 RG-1 300 D UP FD SD TV LRB-2 200 LDA-1 100 BDD 300 EG-1 RL RS PCWS CHWR D HHWS HHWR CHWS CD MD FS 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 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 MECHANICAL SYMBOLS ABBREVIATIONS SHEET INDEXSEISMIC BRACING CALGREEN BUILDING STANDARD NOTES POINT OF DISCONNECTP.O.D. POINT OF CONNECTIONP.O.C. 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. 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 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 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 · 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 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. · 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 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, 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. 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. DUCT LEAKAGE TEST CMC 603.10.1 DUCTWORK SHALL BE LEAK-TESTED IN ACCORDANCE WITH SMACNA HVAC AIR DUCT LEAKAGE TEST MANUAL. REPRESENTATIVE SECTIONS TOTALING NOT LESS THAN 10 PERCENT OF THE TOTAL INSTALLED DUCT AREA SHALL BE TESTED. WHERE THE TESTED 10 PERCENT FAIL TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION, THEN 40 PERCENT OF THE TOTAL INSTALLED DUCT AREA SHALL BE TESTED. WHERE THE 40 PERCENT FAIL TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION, THEN 100 PERCENT OF THE TOTAL INSTALLED DUCT AREA SHALL BE TESTED. SECTIONS SHALL BE SELECTED BY THE BUILDING OWNER OR DESIGNATED REPRESENTATIVE OF THE BUILDING OWNER. POSITIVE PRESSURE LEAKAGE TESTING SHALL BE PERMITTED FOR NEGATIVE PRESSURE DUCTWORK. 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 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 XX YY XX YY EQUIPMENT TAG - EXISTING EQUIPMENT TAG - NEW CHWR CHILLED WATER RETURN CHWS CHILLED WATER SUPPLY. CHWS&R CHILLED WATER SUPPLY AND RETURN. HHWR HEATING HOT WATER RETURN. HHWS HEATING HOT WATER SUPPLY. HHWS&R HEATING HOT WATER SUPPLY AND RETURN. U/G UNDER GROUND T CO2 1. THE TOTAL SYSTEM AIR BALANCE SHALL BE PERFORMED BY AN INDEPENDENT AGENCY CERTIFIED BY THE AABC. THIS WORK SHALL CONFORM TO AABC SPECIFICATIONS AS REFERRED TO IN THE AABC NATIONAL STANDARDS. AIR BALANCE NOTES 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. APPLICABLE CODES TITLE 24 NOTES SCOPE OF WORK ABBREVIATION IDENTIFICATION ABBREVIATION IDENTIFICATION THERMOSTAT / TEMPERATURE SENSOR CARBON DIOXIDE SENSOR 1. TENANT IMPROVEMENT - REVISE AIR DISTRIBUTION AND DUCTWORK PER ARCHITECTURAL FLOOR PLANS. 2. PROVIDE DEDICATED SPLIT SYSTEM FOR AV / IT ROOM 108. 22X098.00 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: 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION RJ SS DSISSUED FOR CONSTRUCTION 09.01.23 06.30.23 BUILDING PERMIT SUBMITTAL 07.28.23 BUILDING PERMIT SUBMITTAL 02 09.01.23 ISSUED FOR CONSTRUCTION NO SCALE M001 NOTES, LEGEND AND ABBREVIATIONS CARLSBAD EOC WING RENOVATION 2560 ORION WAY CARLSBAD, CA 92010 SHEET NO. SHEET TITLE SCALE M001 NOTES, LEGEND AND ABBREVIATIONS NO SCALE M002 SCHEDULES NO SCALE M200 DEMOLITION FLOOR PLAN - EOC WING 1/8"=1'-0" M201 DEMOLITION ROOF PLAN - EOC WING 1/8"=1'-0" M203 FLOOR PLAN - EOC WING 1/8"=1'-0" M204 ROOF PLAN - EOC WING 1/8"=1'-0" M801 DETAILS NO SCALE M802 DETAILS NO SCALE M821 CONTROL DIAGRAMS NO SCALE 55 54 55 54 CS-1 CR-1 24"x24" PANEL - 3 CONES SUPPLY DIFFUSER CEILING RETURN GRILLE 35 DEG BLADES TITUS TITUS TMSA 350 RL NOTES: TBAR DROP IN TBAR DROP IN DIFFUSER, REGISTER & GRILLE SCHEDULE TAG CFM NECK SIZE NEW NEW LSG-1 LINEAR SUPPLY GRILLE - 1-1/2" SLOT, SINGLE SLOT TITUSNEW FL-15HT SURFACE LRG-1 LINEAR RETURN GRILLE - 1-1/2" SLOT, SINGLE SLOT TITUSNEW FL-15HT SURFACE DISABLE WALL MOUNT WALL MOUNT DX OUTDOOR UNIT SCHEDULE INDOOR FAN COIL SCHEDULE AC UNIT SCHEDULE (FOR REFERENCE ONLY) SYMBOL LOCATIONTYPE SERVICESTATUS ELECTRICAL V/PH/HZ REFRG.NOTESSEER2 HP 13 MFR. MODEL HEATING CAPACITY (BTU/H)UNIT MOCP UNIT MCA AMBIENT TEMP (°F) WT (LBS)L x W x H (IN) NOMINAL TONS NOTES: 5 M801 DETAIL HEAT PUMP NEW SPLIT ROOF 60,000 36.3 40.0 315523.10208-230/1/60 R410A 90 39.8 x 14.6 x 61.0 1, 2, 3, 4 SYMBOL MFR. MODEL V/PH/HZ SERVICETYPE EAT DB (°F) CFM COOLING EAT WB (°F) ELECTRICAL FLA NOTES SERVED BY COND. UNIT WT (LBS)LOCATION SUPPLY MCA STATUS REFRIGERANTLAT DB (°F) NOMINAL TONS CARRIER / TOSHIBA MMK-UP0301HP-UL NEW R410A HP 13 FC 13 940 0.66 0.83 502.5 208-230/1/60AV / IT 108 NOTES: 1. PROVIDE DISCONNECT SWITCH. 2. REFER TO STRUCTURAL PLANS FOR UNIT MOUNTING INFORMATION. 3. PROVIDE DIGITAL PROGRAMMABLE THERMOSTAT FOR EACH UNIT. 4. PROVIDE CONDENSATE PUMP WITH ACCESSORIES. 208/230V/1Ø. LAT WB (°F) 1, 2, 3, 4, 5, 680 67 DETAIL 4 M801 5. BACNET INTERFACE . CONNECT TO (E) BAS. 6. PROVIDE CONDENSATE OVERFLOW LEVEL SWITCH. FC 14 AV / IT 108 CAPACITY (BTU/H) 29,568 MOCP 15 CARRIER / TOSHIBA MCY-MAP0607HS-UL FC 13 FC 14 NOMINAL COOLING CAPACITY (BTU/H) HSPF2 10.6 L x W x H (IN) 47.25 x 11.0 x 13.75 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. CARRIER / TOSHIBA MMK-UP0301HP-UL NEW R410AHP 139400.66 0.83 502.5 208-230/1/60AV / IT 108 80 67 4 M801AV / IT 108 29,568 15 47.25 x 11.0 x 13.75 MFR. MODEL LOCATIONTYPE SERVICE CFM SUPPLY FAN ESP NOMINAL TONSSTATUS CFM (E) OSASYMBOL AC 1 AC 2 AC 3 AC 4 48HCDD07A2A6 CARRIER GAS ELECTRIC PACKAGED ROOF 6 2400 1 ROOF 6 2400 1 ROOF 6 2400 1 48HCDD07A2A6 CARRIER GAS ELECTRIC PACKAGED 48HCDD07A2A6 CARRIER GAS ELECTRIC PACKAGED ROOF 3 1200 1 550 550 550 250 HP BHP 2.75 0.96 2.75 0.96 2.75 0.96 - 1.248TCLA04A2A6A CARRIER GAS ELECTRIC PACKAGED EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN V/PH/HZ 460/3/60 460/3/60 460/3/60 460/3/60 ELECTRICAL 172 HALLWAY 109 EOC DIRECTOR 100 ENTRY 101 HALL WAY 102 COMMUNITY RISK 105 CONFERENCE 103 OFFICE 104 OFFICE 106 EOC (NORTH) 107 CONFERENCE106 EOC (SOUTH) DESCRIPTION MANUFACTURER MODELTAG 1. FINAL COLOR AND FINISH TO BE APPROVE BY ARCHITECT PRIOR TO PROCUREMENT. 2. DIFFUSER TAGGING. MOUNTING CS-1 300 12x12 STATUS 1, 2, 3, 4, 5, 6 5. BACNET INTERFACE. CONNECT TO (E) BAS. 22X098.00 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: 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION RJ SS DSISSUED FOR CONSTRUCTION 09.01.23 06.30.23 BUILDING PERMIT SUBMITTAL 07.28.23 BUILDING PERMIT SUBMITTAL 02 09.01.23 ISSUED FOR CONSTRUCTION NO SCALE M002 SCHEDULES CARLSBAD EOC WING RENOVATION 2560 ORION WAY CARLSBAD, CA 92010 T FD FD FD FD FD FD FD FD T T FD CO2T CO2T CO2T 10 11 12 13 G H J 15 16 K L MEN E105 WOMEN E104 GENDER NEUTRAL E174 GENDER NEUTRAL E173 HALLWAY E172 LOBBY E101 CUST. E187 ELECT. E108 RECORDS SUPERVISOR 110 /----/----MATCHLINE 14 12"x12" 90CFM 90CFM 6"ø 6" ø 12"ø 12 " ø 300CFM30 0 C F M 9"ø 10 " ø 12"x8" 7" ø 10 " ø 400CFM 1(EF-9) 2 GI / - 3 6 (EF-10A) 14"x14" 1 (EF-10) 400CFM TYP.6 26 " x 1 0 " 26 " x 1 0 " 2 6 " x 1 0 " 26 " x 1 0 " 26 " x 1 0 " 2 6 " x 1 0 " 10"ø (TYP.)(TYP.)(TYP.) 10"ø10"ø 400CFM TYP.6 400CFM TYP.6 DL DL 300CFM AC-2 AC-3 AC-4 4AC-1 55 VBH 328 12"ø 8"ø 8"ø 6"ø 120CFM 100CFM 24 " x 1 2 " 36"x12" 36 " x 1 2 " 36 " x 1 2 " 24 " x 1 2 " 6 99 8 (TYP.)8 (TYP.)8 (TYP.) 120CFM 260CFM 260CFM 400CFM16"x16" 8 6" ø 22"x10" 4 4 4 6 9 30 " x 1 0 " 30 " x 1 0 " 30 " x 1 0 " 9 1010 12 11 11 11 11 11 6 11 22 " x 8 " (E) (E) 12 12 STORAGE E182 MEETING ROOM E183 MEETING ROOM E184MEETING ROOM E185 AV EQUIP E186 HALLWAY E176 OFFICE E180 ENTRY E175 VESTIBULE E177 CAP 6 6 (TYP.) 6 (TYP.) 6 (TYP.) (TYP.)(TYP.)(TYP.) 8 (TYP.) 6 6 8 1313 13 13 6 6 10 9 11 AREA NIC AREA NIC 6 (E) 160 CFM (E) 160 CFM (E) 180 CFM 14 14 14 14 14 14 14 14 6 6 6 6 22X098.00 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: 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION RJ SS DSISSUED FOR CONSTRUCTION 09.01.23 06.30.23 BUILDING PERMIT SUBMITTAL 07.28.23 BUILDING PERMIT SUBMITTAL 02 09.01.23 ISSUED FOR CONSTRUCTION 1/8" = 1'-0" M200 DEMOLITION FLOOR PLAN -EOC WING CARLSBAD EOC WING RENOVATION 2560 ORION WAY CARLSBAD, CA 92010 GENERAL NOTES KEYNOTES GENERAL NOTES KEYNOTES (E) EXHAUST AIR DUCT UP THRU ROOF. (E) COMBUSTION AIR DUCTS UP THRU ROOF. (E) FLUE VENT TO REMAIN. (E) LINED SUPPLY AIR DUCT AND RETURN AIR DUCT UP THRU ROOF TO AC UNIT. PROTECT IN PLACE . ADJUST (E) GRILLES, DIFFUSERS, EXHAUST GRILLES TO FIT THE CEILING AFFECTED BY THE ARCHITECTURAL CHANGES (TYPICAL). REMOVE (E) DUCTWORK , GRILLES AND DIFFUSERS AS INDICATED. (E) TRANSFER AIR DUCT TO REMAIN CAPPED. (E) EQUIPMENT, DUCT, DIFFUSER / GRILLE TO REMAIN. (E) WALL OPENING. CAREFULLY UN-INSTALL EXISTING THERMOSTAT / REMOTE TEMPERATURE SENSORS / CO2 SENSOR AND STORE FOR SAFE KEEPING TO BE LATER RELOCATED AND REWIRED . SEE NEW MECHANICAL FLOOR PLANS FOR NEW LOCATION.. (E) FIRE DAMPER (FD). (E) THERMOSTAT TO REMAIN. (E) 1 HR ENCLOSURE. (E) 1" ACOUSTICAL LINING. 1 2 3 4 5 6 7 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. PATCH AND REPAIR ALL UN-USED OPENINGS TO MATCH ADJACENT CONSTRUCTION. SCALE: 1/8" = 1'-0" M200 1 DEMOLITION FLOOR PLAN - EOC WING 8 9 10 11 12 13 0'4'8'16'32'N SCALE: 1/8" = 1'-0" (1:96) 14 10 11 12 13 H J 15 16 K L 14 AC 1 111 1 EF 9 2 5 EF 10A EF 102 3 4 ROOF HATCH GI -AC 4 (6 TONS) AC 3 (6 TONS) AC 2 (6 TONS) (3 TONS) 22X098.00 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: 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION RJ SS DSISSUED FOR CONSTRUCTION 09.01.23 06.30.23 BUILDING PERMIT SUBMITTAL 07.28.23 BUILDING PERMIT SUBMITTAL 02 09.01.23 ISSUED FOR CONSTRUCTION 1/8" = 1'-0" M201 DEMOLITION ROOF PLAN -EOC WING CARLSBAD EOC WING RENOVATION 2560 ORION WAY CARLSBAD, CA 92010 SCALE: 1/8" = 1'-0" M201 1 DEMOLITION ROOF PLAN - EOC WING 1. PATCH AND REPAIR ALL UN-USED OPENINGS TO MATCH ADJACENT CONSTRUCTION. GENERAL NOTES KEYNOTES GENERAL NOTES KEYNOTES (E) AC UNIT, FACTORY CURB AND ADAPTER CURB TO REMAIN. (E) EXHAUST FAN TO REMAIN. (E) GRAVITY INTAKE TO REMAIN. (E) FLUE VENT TO REMAIN. REMOVE (E) EXHAUST FAN. 1 2 3 4 5 0'4'8'16'32'N SCALE: 1/8" = 1'-0" (1:96) T FD FD FD FD FD FD FD T T T T FD CO2 CO 2 T T CO 2 CO2 10 11 12 13 G H J 15 16 K L 14 E.O.C. DIRECTOR 109 MEN E105 HALLWAY 101 ELECT. E108 CUST. E187 WOMEN E104 VESTIBULE E177 HALLWAY E172 GENDER NEUTRAL E173 GENDER NEUTRAL E174 RECORDS SUPERVISOR 110 RECORDS 109 LOBBY E101 270 CS-1 12x12 MATCHLINE (EF-9) GI / - (EF-10) (TYP.)(TYP.)(TYP.) DL AC-2 AC-3 AC-4 AC-1 (TYP.)(TYP.) (E) 90CFM 90CFM 300CFM30 0 C F M 400CFM 100CFM 400CFM 10"ø 10"ø 10"ø (E) (E) (E) (E) (E) (E) SD /----/---- 2400CFM 2400CFM 22"x10" 22 " x 8 " 7" ø 6"ø 12"x8" 12"ø 8"ø16"x8" (E) 26 " x 1 0 " 26 " x 1 0 " 26 " x 1 0 " 30 " x 1 0 " 30 " x 1 0 " 30 " x 1 0 " 36 " x 1 2 " CAP (E) 36"x12" AV/IT 108 OFFICE 103 OFFICE 104 1 300CFM 12 COMMUNITY RISK 102 E.O.C. 106 CONFERENCE ROOM 105 CONFERENCE ROOM 107 265 CS-1 (TYP.5) 12x12 185 CS-1 10x10 185 CS-1 10x10 250 CS-1 (TYP.2) 12x12 12"ø 10"ø 10"ø 14 8"ø 8"ø 10"ø 10"ø 10"ø 10"ø 10" 400 CS-1 (TYP.6) 14x14 355 CS-1 (TYP.6) 14x14 280 CS-1 12x12 10" 10" 10"10" 10"10" 10"10" 10" 10" 10" 10" 10"ø 1 3 49 49 49 49 6 6 6 6 19 18 460 CS-1 16x16 12"ø 6 19 6 8 8 8 8 10 SD 10 SD10 13 13 13 13 11 FC 13 FC 14 5 6 T 12 15 15 16 AC-2 AC-3 AC-4 AC-1 AC-2 AC-4 AREA NIC AREA NIC ENTRY 100 19 18 7"ø (E) 1" ACOUSTICAL LINING (TYP.) 17 17 17 17 17 17 17 17 180 LSG-1 1.5"x48" 180 LSG-1 1.5"x48" 180 LRG-1 1.5"x48" 18 100 LRG-1 1.5"x48" 100 LSG-1 1.5"x48" 180 LRG-1 1.5"x48" 180 LRG-1 1.5"x48" 18 1. FACTORY MADE FLEXIBLE AIR DUCTS AND CONNECTORS SHALL NOT BE MORE THAN 5 FEET IN LENGTH . REFER TO DETAIL 2 AND 10 ON SHEET M801. 2. PATCH AND REPAIR ALL UN-USED OPENINGS TO MATCH ADJACENT CONSTRUCTION. 3. RETURN PLENUM: THIS BUILDING USES THE CEILING PLENUM FOR RETURN. IT IS CRITICAL TO OPERATION OF THE HVAC SYSTEM THAT THE RETURN PATH IS CONTINUOUS AND FREE OF OBSTRUCTION BETWEEN TENANT ZONES AND THE RETURN DUCT. 3.1. EXTERIOR OPENINGS SHALL BE SEALED. 3.2. INTERIOR FULL HEIGHT WALLS REQUIRE TRANSFER OPENINGS. 3.3. HALLWAYS SHALL BE TUNNEL CONSTRUCTION. 3.4. EXHAUST SYSTEMS SHALL NOT HAVE POSITIVE PRESSURE DUCT WITHIN THE PLENUM. FANS SHALL BE EXTERIOR TO THE BUILDING. 3.5. WIRE NOT IN CONDUIT SHALL BE PLENUM RATED. 3.6. ACCESSORIES SUCH AS CONTROLS, TRANSFORMERS, CONDENSATE PUMPS, INSULATION, ETC. SHALL BE PLENUM RATED. 4. DUCT CONSTRUCTION 4.1. PROVIDE MANUAL VOLUME DAMPER ON EACH BRANCH DUCT TO A SUPPLY OUTLET. DAMPERS OVER GYPBOARD CEILINGS SHALL BE ELECTRIC MOTOR OPERATED WITH HAND HELD CONTROLLER. REFER TO DETAIL 11 / M801. 4.2. ROUND DUCT TAPS TO RECTANGULAR MAINS SHALL BE CONICAL TAPS OR "Y" FITTING. STRAIGHT TAPS ARE NOT ALLOWED. WHEN CONICAL DIAMETER IS GREATER THAN MAIN DUCT I.D., TRANSITION TO EQUIVALENT RECTANGULAR DUCT AND CONNECT WITH 45 DEGREE ENTRY 4.3. ROUND DUCT TAPS TO ROUND MAINS SHALL BE "Y" FITTINGS 4.4. RECTANGULAR DUCT SQUARE ELBOWS SHALL HAVE TURNING VANES. RADIUS ELBOWS SHALL BE: R/D>=1 FOR LOW PRESSURE R/D>= 1.5 FOR MEDIUM PRESSURE 4.5. ROUND DUCT ELBOWS SHALL BE: LOW PRESSURE: R/D=1 MEDIUM PRESSURE: 5 GORE R/D=1.0 5. FOR BRANCH DUCTWORK CONNECTION, REFER TO DRAWING DETAIL 6 / M801 FOR TYPICAL DETAILS. 6. AIR DISTRIBUTION GENERAL: SUBMIT FINISH AND FRAME STYLES TO ARCHITECT FOR REVIEW. REFER TO SCHEDULE FOR MODEL TYPES. 22X098.00 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: 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION RJ SS DSISSUED FOR CONSTRUCTION 09.01.23 06.30.23 BUILDING PERMIT SUBMITTAL 07.28.23 BUILDING PERMIT SUBMITTAL 02 09.01.23 ISSUED FOR CONSTRUCTION 1/8" = 1'-0" M203 FLOOR PLAN -EOC WING CARLSBAD EOC WING RENOVATION 2560 ORION WAY CARLSBAD, CA 92010 SCALE: 1/8" = 1'-0" M203 1 PROPOSED FLOOR PLAN - EOC WING GENERAL NOTES KEYNOTES GENERAL NOTES KEYNOTES (E) EXHAUST AIR DUCT UP THRU ROOF. (E) COMBUSTION AIR DUCTS UP THRU ROOF. (E) FLUE VENT TO REMAIN. (E) LINED SUPPLY AIR DUCT AND RETURN AIR DUCT UP THRU ROOF TO AC UNIT. 3/4" CONDENSATE DRAIN TO NEAREST LAVATORY TAIL PIECE. PROVIDE OVERFLOW SWITCH FOR OVERFLOW CONDENSATE. PROVIDE CEILING MOUNTED RETURN GRILLE WITH BOOT. SEE DETAIL 3 / M801. (E) EQUIPMENT, DUCT, DIFFUSER / GRILLE TO REMAIN. RE-BALANCE TO CFM SHOWN ON PLAN. (E) WALL OPENING. (E) 1 HR ENCLOSURE. (E) DUCT SMOKE DETECTOR IN MAIN SUPPLY DUCT. AUTOMATIC SHUTOFF UPON DETECTION OF SMOKE PER CMC 609.1. (N) DEMAND CONTROL VENTILATION CONTROLS COMPLETE WITH CO2 SENSORS. (E) THERMOSTAT TO REMAIN. NEW LOCATION OF RELOCATED EXISTING THERMOSTAT / TEMPERATURE SENSOR / CO2 SENSOR. ADJUST NEW LOCATION IN COORDINATION WITH FURNISHINGS ON ARCHITECTURAL PLANS. PROVIDE WIRING, CONDUITS, MATERIALS AND LABOR TO CONNECT TO HVAC UNIT. PROVIDE OFFSET TO ROUTE LINED RETURN DUCT AND GRILLE ABOVE THE 10'-0" CEILING. (N) WALL MOUNTED FAN COIL UNIT. SEE MOUNTING DETAIL ON 4 / M801 . REFRIGERANT PIPES UP THRU ROOF TO OUTDOOR UNIT. (E) 1" ACOUSTICAL LINING. (N) RETURN LINEAR DIFFUSER LRG-1. (N) SUPPLY LINEAR DIFFUSER LSG-1. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 0'4'8'16'32'N SCALE: 1/8" = 1'-0" (1:96) 17 18 19 10 11 12 13 H J 15 16 K L 14 AC 1 AC 2 AC 3 AC 4 EF 9 EF 10 GI - 111 2 2 3 4 ROOF HATCH 55 5 5 1 CU 13 6 7 (6 TONS)(6 TONS)(6 TONS) (3 TONS) 22X098.00 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: 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION RJ SS DSISSUED FOR CONSTRUCTION 09.01.23 06.30.23 BUILDING PERMIT SUBMITTAL 07.28.23 BUILDING PERMIT SUBMITTAL 02 09.01.23 ISSUED FOR CONSTRUCTION 1/8" = 1'-0" M204 ROOF PLAN -EOC WING CARLSBAD EOC WING RENOVATION 2560 ORION WAY CARLSBAD, CA 92010 SCALE: 1/8" = 1'-0" M204 1 PROPOSED ROOF PLAN EOC WING KEYNOTESKEYNOTES 1 2 3 4 GENERAL NOTESGENERAL NOTES 1. PATCH AND REPAIR ALL UN-USED OPENINGS TO MATCH ADJACENT CONSTRUCTION. (E) AC UNIT AND FACTORY CURB. (E) EXHAUST FAN TO REMAIN. (E) GRAVITY INTAKE TO REMAIN. (E) FLUE VENT. FRESH AIR INTAKE SHALL BE MINIMUM 10 FT AWAY FROM ALL EXHAUST OUTLETS, PLUMBING VENTS AND FLUES. (N) OUTDOOR HEAT PUMP UNIT ON (N) PLATFORM. SEE MOUNTING DETAIL ON 5 / M801 . REFRIGERANT PIPES AND ELECTRICAL CONDUITS DOWN THRU ROOF. SEE M203 FOR CONTINUATION. 5 6 7 0'4'8'16'32'N SCALE: 1/8" = 1'-0" (1:96) 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 2NO SCALEDIFFUSER AND GRILLE MOUNTING 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 " M A X . OUTLET OR SWITCH BOX BOTTOM OF 15" MIN. SWITCH, OUTLET, CONTROL BOX TOP OF THERMOSTAT, 48 " M A X . 20" MAX. UNOBSTRUCTED FORWARD REACH OBSTRUCTED HIGH FORWARD REACH (a)OBSTRUCTED HIGH FORWARD REACH (b) 44 " M A X . SWITCH, OUTLET, TOP OF THERMOSTAT, SWITCH, OUTLET, CONTROL BOX TOP OF THERMOSTAT, >10"-24" MAX. 34 " M A X . F.F.L. 46 " M A X . SWITCH, OUTLET, CONTROL BOX TOP OF THERMOSTAT,UNOBSTRUCTED SIDE REACH 10" MAX. 34 " M A X . F.F.L. 48 " M A X . SWITCH, OUTLET, CONTROL BOX TOP OF THERMOSTAT, OBSTRUCTED HIGH SIDE REACH (a)OBSTRUCTED HIGH SIDE REACH (b) 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"-25" MAX. 27 " M I N . 27 " M I N . REFER TO 2019 CBC 11B-308.2 AND 11B-308.3 F.F.LF.F.LF.F.L 20" X 20" NECK SIZE MIN. LENGTH 4 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 (CR-1) 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 NOTE: 1. THE ELBOW CONNECTION TO THE TERMINAL DEVICE/ REGISTER IS REQUIRED TO HAVE A BEND NOT RADIUS BE LESS THAN ONE DUCT DIAMETER. SEE NOTE 1.ROOF CANT STRIP SET IN MASTIC 2" MIN BASE FLASHING COUNTER FLASHING FLASHING RECEIVER SHEET METAL ENCLOSURE SLOPE FOR DRAINAGE MINIMUM 4" CLEARANCE FROM PIPE TO TOP OF CURB. MINIMUM 2" BETWEEN PIPES. SHEET METAL COLLAR SLOPE PIPES AWAY FROM HOOD FASTENERS APPROXIMATE 8" O.C. 4" X 4" TREATED RED WOOD 8NO SCALEREFRIGERANT PIPES THRU ROOF DETAIL 4NO SCALEWALL-MOUNTED FAN COIL UNIT 5NO SCALEOUTDOOR HEAT PUMP MOUNTING HP 13 MAX. WT. = 315 LBS 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 20. GA. CAP SHEET 3/8"Ø GALV. BOLT W/ UNISTRUT SPRING NUT. (MIN. 1 @ EA. LEG, 4 TOTAL.) 1-1/2" 2" SECTION AA 1/2" THICK NEOPRENE ISOLATOR PAD. TYP. 4PLAN AA LEVEL SURFACE MAX. WT. = 50 LBS FC 13 FC 14 52 " M I N . 36" MIN. #10 @ 12" TYP. ROOFING CANT. SEE ARCH DETAIL 3" M I N . 9" M A X . 1-#10 EA. VERT. STUD FLANGE TYP. 400T150-54 TYP. TOP & BOTTOM 18 GA. SHEET 4 SIDES W/ #10 @ 8" ALL SUPPORTS 2 - #10 @ EA. MTL. DECK RIB 400S162-54 @16", TYP. FINISHED ROOF LEVEL 250S162-54 @ 16", TYP. 250T150-54 TYP. W/ 2-#10 EA. VERT. STUD W/ 2-1/4" SMS TO STUD. 6NO SCALEBRANCH DUCTWORK CONNECTIONS / DUCT TAKEOFF 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. 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 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 SEALERD" 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" 7NO SCALECONDENSATE DRAIN TO LAVATORY TAILPIECE CONNECTION NOTE: SEE SHEET M002 FOR AIR DISTRIBUTION SCHEDULE 11NO SCALEELECTRONIC BALANCING DAMPER FOR INACCESSIBLE CONDITIONS MODEL EBD ELECTRONIC BALANCING DAMPER RIGID ACOUSTIC DUCTWORK FLEXIBLE DUCTWORK CEILING DIFFUSER IN-WALL MOUNTING BOX MODEL EDB-WALL WALL UNIT MODULAR CONNECTOR BATTERY POWERED HAND HELD CONTROLLER WITH LCD POSITION INDICATOR. PLENUM RATED FIVE (5) CONDUCTOR WIRE YOUNG REGULATOR 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 SAG SEE NOTE 1 10NO SCALEFLEXIBLE DUCT SUPPORT 5'-0" MAX. 4. ALL DUCTS TO BE SUPPORTED PER SMACNA STANDARDS (INCLUDING SMACNA SEISMIC STDS) SEE NOTE 4 FLEXIBLE DUCT CANNOT BE USED AS A REPLACEMENT OF RIGID ELBOWS (ONLY AN ELBOW CONNECT TO A TERMINAL DEVICE/ REGISTER IS ACCEPTABLE). 5. STEEL BEAM PER STRUCT. DWGS. (2) #12 SMS AT 12" O.C. (MIN 2 AT EA CORNER), TYP 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. OPTIONAL MODEL EBD-301 RECESSED CEILING UNIT. 22X098.00 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: 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION RJ SS DSISSUED FOR CONSTRUCTION 09.01.23 06.30.23 BUILDING PERMIT SUBMITTAL 07.28.23 BUILDING PERMIT SUBMITTAL 02 09.01.23 ISSUED FOR CONSTRUCTION NO SCALE M801 DETAILS CARLSBAD EOC WING RENOVATION 2560 ORION WAY CARLSBAD, CA 92010 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 - 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) 5/8" ALL THREAD ROD SUPPORT INTERVAL: 6 FT O.C. MAXIMUM 10NO SCALEREFR. PIPE HANGER SUPPORT P1001 AW 4" MIN. (TYP.) INSULATED REFRIGERANT PIPES U-BOLT (TYP.) 2 - 2 - PLATE WASHER P1064 ABOVE AND BELOW P1001 (TYP.) NUT & WASHER 1/4"∅ BOLT, 22X098.00 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: 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION RJ SS DSISSUED FOR CONSTRUCTION 09.01.23 06.30.23 BUILDING PERMIT SUBMITTAL 07.28.23 BUILDING PERMIT SUBMITTAL 02 09.01.23 ISSUED FOR CONSTRUCTION NO SCALE M802 DETAILS CARLSBAD EOC WING RENOVATION 2560 ORION WAY CARLSBAD, CA 92010 2NO SCALESPLIT SYSTEM PIPING DIAGRAM RBM-BY55UL3/4:3/8 5/8:3/8 COMMUNICATION LINE (ODU-IDU / ODU-ODU) : TWISTED, STRANDED AND SHIELDED AWG 18 X 2C COMMUNICATION LINE(REMOTE CONTROLLER) : TWISTED AND STRANDED AWG 22 X 3C GROUND SHIELD WIRE AT ODU ONLY NOTE : POLARITY MATTERS: ALWAYS CONNECT 'A' TO 'A' AND 'B' TO 'B' NOTE : POWER WIRING, BREAKER SIZE, AND DISCONNECTS SHOULD FOLLOW LOCAL CODE AND NEC. MULTI-FRAME OUTDOOR UNITS REQUIRE A SEPARATE POWER CONNECTION FOR EACH FRAME.REFER TO THE MOST UP-TO-DATE SUBMITTAL SHEETS FOR APPLICABLE ELECTRICAL DATA. FC 13 HP 13 FC 145/8:3/8 INDOOR UNIT A B U1 U2 A B U1 U2 U3 U4 INDOOR UNIT U1 U2 A B A B COMMUNICATION WIRING BETWEEN INDOOR AND OUTDOOR UNITS (SHIELD WIRE) COMMUNICATION WIRING BETWEEN INDOOR UNITS (SHIELD WIRE) REMOTE CONTROL RBC-AMS54E-UL REMOTE CONTROL RBC-AMS54E-UL MMK-UP0301HP-UL MMK-UP0301HP-UL OUTDOOR UNIT MCY-MAP0607HS-UL OUTDOOR UNIT MCY-MAP0607HS-UL INDOOR UNIT MMK-UP0301HP-UL INDOOR UNIT MMK-UP0301HP-UL 1NO SCALESPLIT SYSTEM CONTROL DIAGRAM FC 13 FC 14 HP 13 22X098.00 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: 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION RJ SS DSISSUED FOR CONSTRUCTION 09.01.23 06.30.23 BUILDING PERMIT SUBMITTAL 07.28.23 BUILDING PERMIT SUBMITTAL 02 09.01.23 ISSUED FOR CONSTRUCTION NO SCALE M821 CONTROL DIAGRAMS CARLSBAD EOC WING RENOVATION 2560 ORION WAY CARLSBAD, CA 92010 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 14 3 2 SIMSIM 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 LINE TYPE AND TAG KEY: NEW WORK BY THIS CONTRACTOR (WIDE LINE) NEW EXISTING TO BE REMOVED (SHORT DASHED PATTERN) NEW UNDERFLOOR OR UNDERGROUND (LONG DASHED PATTERN) EXISTING TO REMAIN OR WORK BY OTHERS (NARROW LINE) EXISTING EXISTING TO BE REMOVED BY OTHERS (SHORT DASHED PATTERN) EXISTING UNDERFLOOR OR UNDERGROUND (LONG DASHED PATTERN) HALFTONING DOES NOT MODIFY SCOPE. 'TAG'-E TAGS WITH DASH 'E' INDICATES THE REFERENCED OBJECT IS EXISTING TAG UNDERLINED TAG INDICATES OBJECT IS IN-SCOPE. IF NEW, ADDITIONAL INFORMATION IS AVAILABLE IN A SCHEDULE, MATERIAL LIST, OR SYMBOL LIST INDICATES AN EXISTING SYSTEM'S POINT OF CONNECTION/REMOVAL T101 48 " M A X . 20" MAX. 44 " M A X . 20"-25" MAX. 48 " M A X . 15 " M I N . 48 " M A X . 46 " M A X . 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. 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, 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. SWITCH - SINGLE POLE OC OCCUPANCY SENSOR - DUAL TECHNOLOGY PHOTOCELLPC LINEAR LUMINAIRES TROFFER DOWNLIGHT LUMINAIRE INDUSTRIAL LUMINAIRE SINGLE FACE EXIT SIGN DOUBLE FACE EXIT SIGN EMERGENCY UNIT DISCONNECT FLOOR BOX - DUAL COMPARTMENT FLOOR BOX - DUPLEX RECEPTACLE JUNCTION BOXJ J ELECTRICAL CONNECTIONE E PANELBOARD - SURFACE MOUNT PANELBOARD - RECESS MOUNT FUSED DISCONNECT SWITCH DUPLEX RECEPTACLE, 125V DUPLEX GFI RECEPTACLE, 125V DUPLEX GFI WEATHERPROOF RECEPTACLE 125VW QUAD RECEPTACLE, 125V QUAD GFI RECEPTACLE, 125V SYMBOL:DESCRIPTION: TRANSFORMER DUPLEX RECEPTACLE CONTROLLED BY OCCUPANCY O QUAD GFI WEATHERPROOF RECEPTACLE, 125V W QUAD RECEPTACLE CONTROLLED BY OCCUPANCY O F ELECTRICAL SYMBOL LIST RECEPTACLE, 6-20R, 250V NORMAL BRANCH LUMINAIRE EMERGENCY (STANDBY) BRANCH LUMINAIRE LUMINAIRE SYMBOL KEY SYMBOL: DESCRIPTION: 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 E500. 3. "NL" INDICATES LUMINAIRE IS UNSWITCHED FOR NIGHT LIGHT. 4. "SE" INDICATES LUMINAIRE IS SWITCHED/CONTROLLED DURING NORMAL OPERATION AND OPERATES FROM EMERGENCY BATTERY PANEL 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 DIVISION 7 FOR ADDITIONAL INFORMATION AND REQUIREMENTS SPECIFIC TO FIRESTOPPING. 7. 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. 8. 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. 9. 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. 10. 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. 11. 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. 12. 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. 13. 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: 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. BUILDING CODE:CBC 2022 EDITION FIRE CODE:CFC 2022 EDITION ELECTRICAL CODE:CALIFORNIA ELECTRICAL CODE 2022 LIFE SAFETY CODE:NFPA 101 2022 EDITION ENERGY CONSERVATION CODE:CALIFORNIA ENERGY CODE, TITLE 24, 2022 APPLICABLE CODES CONTRACTOR SHALL COMPLY WITH APPLICABLE CODES AND LOCAL AMENDMENTS. MAT T H E W M. S A M A R ERE REE N I G N E L ANOISSEORPD F IAN OF CA L I FO R S TA TE E LACIRTCL E TSIGER No. 21648 Exp 9/30/24 10920 VIA FRONTERA, SUITE 200 SAN DIEGO, CA 92127 P: 858.368.3400 The FUTURE. Built Smarter www.imegcorp.com PROJECT #23000383.00 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. ©2023 IMEG CORP.- 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:- 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION As indicated E000 ELECTRICAL COVERSHEET CARLSBAD EOC WING RENOVATION Author CheckerISSUE FOR CONSTRUCTION 09.01.23 2560 ORION WAY CARLSBAD, CA 92010 ELECTRICAL SHEET INDEX E000 ELECTRICAL COVERSHEET E100 ELECTRICAL SITE PLAN E201 ELECTRICAL POWER FLOOR PLAN E202 ELECTRICAL LIGHTING FLOOR PLAN E300 TITLE 24 FORMS E400 ELECTRICAL DIAGRAMS E500 ELECTRICAL SCHEDULES E700 ELECTRICAL DETAILS GRAND TOTAL: 8 05.05.23 60% CDs 05.26.23 90% CD SET 06.30.23 BUILDING PERMIT SUBMITTAL 09.01.23 ISSUE FOR CONSTRUCTION (E) EDBA 853 (N)T/F-EOC 45kVA AREA OF WORK 1 E201 1 E202 1 (N)PNL-EOC2(N) @ROOF EP1C-31,33 2 60AF 40AFU w (E)PNL-EP1C 3 (N) DIS-"EOC" HP-13 MAT T H E W M. S A M A R ERE REE N I G N E L ANOISSEORPD F IAN OF CA L I FO R S TA TE E LACIRTCL E TSIGER No. 21648 Exp 9/30/24 10920 VIA FRONTERA, SUITE 200 SAN DIEGO, CA 92127 P: 858.368.3400 The FUTURE. Built Smarter www.imegcorp.com PROJECT #23000383.00 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. ©2023 IMEG CORP.- 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:- 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION 1" = 20'-0" E100 ELECTRICAL SITE PLAN CARLSBAD EOC WING RENOVATION Author CheckerISSUE FOR CONSTRUCTION 09.01.23 2560 ORION WAY CARLSBAD, CA 92010 SCALE: 1" = 20'-0" E100 1 ELECTRICAL SITE PLAN GENERAL NOTES KEY NOTES GENERAL NOTES KEY NOTES A. 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. B. IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO MAINTAIN CONTINUITY OF ALL ELECTRICAL SYSTEM, EQUIPMENT ETC., REMAINING IN OPERATION WHICH ARE BEING FED BY AN ABANDONED OUTLET. MAINTAINING CONTINUITY SHALL CONSIST OF REROUTING CONDUIT. WIRING ETC., AS REQUIRED. C. PER CITY POLICY, WIRING IS NOT PERMITTED ON THE ROOF OF A BUILDING AND WIRING ON THE EXTERIOR OF A BUILDING REQUIRES APPROVAL BY THE BUILDING OFFICIAL. 1. REFER TO FEEDER SCHEDULE ON SHEET E400. 2. PROVIDE NEMA 3R, 60A, 2P, 208V FUSED DISCONNECT SWITCH. SIZE FUSE PER EQUIPMENT RECOMMEND. COORDINATE WITH EQUIPMENT FOR EXACT REQUIREMENTS. 3. PROVIDE 2#8 , 1#10 GND IN 3/4"C. # 05.05.23 60% CDs 05.26.23 90% CD SET 06.30.23 BUILDING PERMIT SUBMITTAL 09.01.23 ISSUE FOR CONSTRUCTION J J J J J JJJ J J J J J J J J J mm 10 11 12 G H 13 J K L 14 15 16 136 SF OFFICE 103 136 SF OFFICE 104 47 SF ELECT. E108 885 SF COMMUNITY RISK 102 237 SF CONFERENCE ROOM 105 2052 SF E.O.C. 106 138 SF CONFERENCE ROOM 107 147 SF AV/IT 108 271 SF ENTRY 100 183 SF E.O.C. DIRECTOR 109 607 SF HALLWAY 101 +36" +44" +44" +36" +44" +130" +130" E201 2 +66"MONITOR MONITOR MONITOR +66" +66" MONITOR PLOTER EP1C-12 EP1C-14 EP1C-16 EP1C-18 PA(11)PA(16) PA (8) PA(8)PA(15)PA(22) PA(31) PA (47) EOC1-1 EOC1-1 EOC1-1 EOC1-3 EOC1-3 EOC1-3 EOC1-5 EOC1-5 EOC1-7 EOC1-9 EOC1-9 EOC1-11 EOC1-11 EOC1-13 EOC1-1,3,5 EOC1-7,9,11 EOC1-15 EOC1-15 EOC1-15 EOC1-15 EOC1-17 EOC2-64 EOC2-62 EOC1-17 EOC1-17 EOC1-13,15,17 EP1C-42 MONITOR MONITOR EOC2-67 EOC2-65 EP1C-34 EP1C-32 PRINTEREOC1-2 MONITOR MONITOR MONITOR MONITOR MONITOR EOC2-67 EOC2-67 EOC2-67 EOC2-65 EOC2-65EP1C-38 EP1C-38 EOC1-19 EOC1-19 EOC1-19 EP1C-42 EP1C-42 EP1C-42 EOC2-65 EP1C-36 EP1C-36 EP1C-36 EP1C-38 EP1C-19,36,38 1 (TYP) 2 EOC2-21,23, 25,27,29,65 EOC2-11,13, 15,17,19,65 EOC2-1,3, 5,7,9,65 2 2 PA 2 EOC2-45,47,49, 51,53,55,57,67 2 EOC2-31,33,35, 37,39,41,43,67 2 EOC2-16,18,20, 22,24,26,28,67 2 EOC2-2,4,6,8, 10,12,14,67 E201 3 MONITOR EOC2-67 (6) +42" PA(2) COPIER EOC1-7 EP1C-34 EP1C-40 EP1C-40 EP1C-42 EP1C-34 EP1C-34 EOC1-17 EP1C-42 EP1C-40,42 PA +130" +130" EP1C-34 +42"EOC1-2 +42" J 16 SECURITY ACP (N)PNL-EOC2 EOC2-30,32 EOC2-34,36 EOC2-38,40 EOC2-42,44 EOC2-46,48 EOC2-50,52 EOC2-54,56 EOC2-58,60 EOC2-63 EOC2-61 EOC2-61 EOC2-61 EOC2-59 EOC2-59 EOC2-59,61,63 EP1C-35,37 FC-14 FC-13 EP1C-35,37 5 5 10 11 (E) EPU1C (E)PNL-EL1C (E)PNL-EP1C (N)PNL-EOC1 (E)PNL-EPIC-1 (E)PNL-L1B (E)T/F-ET1C 30kVA (N)T/F-EOC 45kVA (N) DIS-"EOC" MAT T H E W M. S A M A R ERE REE N I G N E L ANOISSEORPD F IAN OF CA L I FO R S TA TE E LACIRTCL E TSIGER No. 21648 Exp 9/30/24 10920 VIA FRONTERA, SUITE 200 SAN DIEGO, CA 92127 P: 858.368.3400 The FUTURE. Built Smarter www.imegcorp.com PROJECT #23000383.00 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. ©2023 IMEG CORP.- 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:- 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION As indicated E201 ELECTRICAL POWER FLOOR PLAN CARLSBAD EOC WING RENOVATION Author CheckerISSUE FOR CONSTRUCTION 09.01.23 2560 ORION WAY CARLSBAD, CA 92010 SCALE: 1/8" = 1'-0" E201 1 POWER FLOOR PLAN GENERAL NOTES KEY NOTES A. ALL EQUIPMENT IS NEW UNLESS NOTED OTHERWISE. B. LABEL ALL DEVICES AND EQUIPMENT CONNECTIONS WITH CIRCUIT NUMBER AND PANEL. C. ALL CONDUCTORS RATED 600V OR 250V SHALL HAVE 'THW', 'THHN' OR 'THWN' INSULATION WITH EMT CONDUIT. UNLESS NOTED OTHERWISE. D. THE CONTRACTOR SHALL COORDINATE ALL EQUIPMENT LOCATIONS WITH ARCHITECTURAL, MECHANICAL, STRUCTURAL, PLUMBING AND ALL APPROPRIATE DISCIPLINES. E. 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. F. ALL WIRING SYSTEMS SHALL BE PROVIDED WITH CODE REQUIRED EQUIPMENT GROUND CONDUCTOR. SCALE: 1/4" = 1'-0" REF: E201 E201 2 ENLARGED RM 108 POWER BRANCH CIRCUIT IN NEW FLOOR DUCT SCHEDULE BRANCH CIRCUIT CABLE 2#12 & 1#12 GND PA 1. PROVIDE JUNCTION BOX WITH FLEXIBLE CONNECTION TO THE FURNITURE SYSTEM. COORDINATE WITH FURNITURE PROVIDER FOR EXACT REQUIREMENTS. 2. ALL CABLES TO BE RUN THROUGH NEW FLOOR DUCT. PROVIDE DEDICATED CIRCUIT WITH DEDICATED NEUTRAL TO EACH STATION. 3. MOUNT RECEPTACLES ON LADDER RACK. COORDINATE WITH EQUIPMENT FOR EXACT RECEPTACLE NEMA CONFIGURATION. 4. PROVIDE 120V POWER CONNECTION TO SECURITY ACP. COORDINATE WITH EQUIPMENT FOR EXACT REQUIREMENTS. 5. PROVIDE MOTOR RATED MANUAL SWITCH.COORDINATE WITH EQUIPMENT FOR EXACT REQUIREMENTS. 3(TYP) 4 SCALE: 1/4" = 1'-0" REF: E201 E201 3 ENLARGED ELECTRICAL ROOM 05.05.23 60% CDs 05.26.23 90% CD SET 06.30.23 BUILDING PERMIT SUBMITTAL 09.01.23 ISSUE FOR CONSTRUCTION OC OC OC OC OC OC OC OC OC OC OC OCOC OC OC OC {LD1} {LD1} {LD2} {LD2} {LD2}{LD2}{LD2} {LD1} {LD1} {LD2} {LS1} {LS2} {LD2} {LD2}{LD2} OC OC OC OC OC OC OC OC OC OC OC OCOC OC OC OC {LD1} {LD1} {LD2} {LD2} {LD2}{LD2}{LD2} {LD1} {LD1} {LD2} {LS1} {LS2} {LD2} {LD2}{LD2} 10 11 12 G H 13 J K L 14 15 16 136 SF OFFICE 103 136 SF OFFICE 104 47 SF ELECT. E108 885 SF COMMUNITY RISK 102 237 SF CONFERENCE ROOM 105 2052 SF E.O.C. 106 138 SF CONFERENCE ROOM 107 147 SF AV/IT 108 271 SF ENTRY 100 183 SF E.O.C. DIRECTOR 109 607 SF HALLWAY 101 OC F3F3 F3F3 F3F3 F1F1 F1F1 F1F1F1F1 F2E/dF2E F2/dF2 F2/dF2 F2E/dF2E F2E/cF2E F2/cF2 F2/cF2 F2E/cF2E EX1EX1 dF2 F2E/dF2E F2/cF2 F2E/cF2E F2E/aF2E F2/aF2 F2E/bF2E F2/bF2 F2/aF2 F2E/aF2E F2/bF2 F2E/bF2E F2/aF2 F2E/bF2E F2/bF2 F2/aF2 F2E/aF2E F2/bF2 F2E/bF2E EX1EX1 F1F1 F1EF1E F1F1 F1F1F1EF1E F1F1 F1EF1E F1F1 F1F1 F1F1F1F1 F1F1 F1F1 F1F1 F1F1 F1F1 F1EF1E F1F1 F1F1 F1F1 F1EF1E F1F1 F1F1 F1F1 F1EF1E F1F1 F1F1 F1F1 F1F1 F1F1 F1EF1E F1F1 F1EF1E F1F1 F1F1 F1F1 F1F1 F1F1 EX1EX1 (E)PNL-EP1C (E)PNL-EL1C (N)PNL-EOC1 F3F3(E) (E)(E)(E)(E) (E) (E)(E) (E) F3F3 EPU1C-1 EPU1C-1 EPU1C-1 EPU1C-1 EL1C-5EPU1C-1 EPU1C-1 EPU1C-1 EPU1C-1EPU1C-1 EPU1C-1 EPU1C-1 EPU1C-1 EPU1C-1 EPU1C-1EPU1C-1 EPU1C-1 EL1C-5 EL1C-5 EL1C-5 EL1C-5 EL1C-5 EL1C-5EL1C-5 EL1C-5EL1C-5 EL1C-5 EL1C-5 EL1C-5 F2E/aF2E abcd a ad d b bc c EPU1C-1 EL1C-1 EL1C-1 EL1C-1 EPU1C-1EL1C-1EPU1C-1EL1C-1 EL1C-1 EPU1C-1 EL1C-1 EPU1C-1 EL1C-1 EL1C-1 EPU1C-1 EL1C-1 EL1C-1 EL1C-1 EPU1C-1 EL1C-1 EL1C-1 EL1C-1 EL1C-1 EL1C-1 EL1C-1EPU1C-1 EL1C-1 EL1C-1 EL1C-1 EL1C-1 EL1C-1 EL1C-1 EL1C-1 EL1C-1 EPU1C-1 OC OC EL1C-1 EL1C-3 EL1C-3 EL1C-3EL1C-3 EL1C-3 EL1C-3 EL1C-3EL1C-3 EL1C-3 EL1C-3EL1C-3 EL1C-3 F4/cF4 F4E/cF4E F4/cF4F4E/dF4E F4/dF4 F4E/dF4EF4/dF4F4E/dF4E F4A/aF4AF4AE/aF4AE F4B/bF4B F4BE/bF4BE EL1C-1 EPU1C-1 EL1C-1EPU1C-1 EL1C-1 EPU1C-1EL1C-1EPU1C-1 EL1C-1EPU1C-1 EL1C-1 EPU1C-1EX1EX1 EPU1C-1 EPU1C-1 EX1 1 (TYP) a b c d ad cd EX1EX1 F5F5 EPU1C-1 2 3 EX1EX1 EPU1C-1 MAT T H E W M. S A M A R ERE REE N I G N E L ANOISSEORPD F IAN OF CA L I FO R S TA TE E LACIRTCL E TSIGER No. 21648 Exp 9/30/24 10920 VIA FRONTERA, SUITE 200 SAN DIEGO, CA 92127 P: 858.368.3400 The FUTURE. Built Smarter www.imegcorp.com PROJECT #23000383.00 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. ©2023 IMEG CORP.- 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:- 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION 1/8" = 1'-0" E202 ELECTRICAL LIGHTING FLOOR PLAN CARLSBAD EOC WING RENOVATION Author CheckerISSUE FOR CONSTRUCTION 09.01.23 2560 ORION WAY CARLSBAD, CA 92010 GENERAL NOTES SCALE: 1/8" = 1'-0" E202 1 LIGHTING FLOOR PLAN A. WALL MOUNTED OCCUPANCY SWITCHES SHALL BE MANUAL ON, AUTOMATIC OFF. B. ALL MOTION SENSORS SHALL BE PROGRAMMED PER CALIFORNIA TITLE 24, SECTION 130. C. 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. D. SHADING INDICATES EMERGENCY FIXTURE. E. THE CONTRACTOR SHALL PROVIDE CIRCUIT WIRING, RELAYS AND CONTROLS AS REQUIRED FOR A COMPLETE AND OPERATIONAL SYSTEM. F. THE CONTRACTOR SHALL COORDINATE EXACT LOCATION OF OCCUPANCY AND DAYLIGHT SENSORS WITH LIGHTING CONTROL SHOP DRAWINGS. G. REFER TO SHEET E500 FOR LIGHTING FIXTURE SCHEDULE AND WIRING DETAILS. KEY NOTES 1. USE EXISTING LIGHT CIRCUIT SERVING LIGHTS AT THIS LOCATION, EXTEND EXISTING CIRCUIT TO NEW LIGHT FIXTURE OR REWIRE TO NEW FIXTURE AS NEEDED. TYPICAL. 2. PROVIDE DOWNLIGHT IN NEW CASE WORK. COORDINATE WITH ARCHITECT FOR EXACT LOCATION. 3. PROVIDE SWITCH CONTROL FOR DOWNLIGHT IN NEW CASE WORK. COORDINATE WITH ARCHITECT FOR EXACT REQUIREMENTS. # 05.05.23 60% CDs 05.26.23 90% CD SET 06.30.23 BUILDING PERMIT SUBMITTAL 09.01.23 ISSUE FOR CONSTRUCTION MAT T H E W M. S A M A R ERE REE N I G N E L ANOISSEORPD F IAN OF CA L I FO R S TA TE E LACIRTCL E TSIGER No. 21648 Exp 9/30/24 10920 VIA FRONTERA, SUITE 200 SAN DIEGO, CA 92127 P: 858.368.3400 The FUTURE. Built Smarter www.imegcorp.com PROJECT #23000383.00 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. ©2023 IMEG CORP.- 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:- 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION E300 TITLE 24 FORMS CARLSBAD EOC WING RENOVATION Author CheckerISSUE FOR CONSTRUCTION 09.01.23 2560 ORION WAY CARLSBAD, CA 92010 05.26.23 90% CD SET 06.30.23 BUILDING PERMIT SUBMITTAL 09.01.23 ISSUE FOR CONSTRUCTION LSIG 4 #6 4 #2 4 #1/0 4 #2/0 4 #3/0 4 #4/0 4 #250kcmil 4 #350kcmil 1 1 1 1 1 1 1 1 1004 2004 2504 3004 2254 1504 1754 604 1 #8 1 #6 1 #4 1 #4 1 #4 1 #6 1 #6 1 #10 1-1/4" 2" 3" 2-1/2" 2-1/2" 2" 2" 1" SETS PHASE & NEUTRAL GROUND CONDUIT FEEDER SCHEDULE: 3-PHASE, 4-WIRE 4 #111254 1 #6 1-1/2" 4 #41804 1 #8 1-1/4" 4 #41704 1 #8 1-1/4" 10004 3 #6 3 #2 3 #1/0 3 #2/0 3 #3/0 3 #4/0 3 #250kcmil 3 #350kcmil 3 #500kcmil 1 1 1 1 1 1 1 1 1 1003 3503 2003 2503 3003 2253 1503 1753 603 1-1/4" 4" 2" 3" 2-1/2" 2-1/2" 2" 1-1/2" 1" SETS PHASE GROUND CONDUIT FEEDER SCHEDULE: 3-PHASE, 3-WIRE 3 #111253 1-1/2" 3 #41803 1-1/4" 3 #41703 1-1/4" 1 #8 1 #2 1 #6 1 #4 1 #4 1 #4 1 #6 1 #6 1 #10 1 #6 1 #8 1 #8 1003 3 #31853 1-1/4"1 #8 (N) 100A 3P (N) 45KVA XFMR "EOC" 480V-208Y/120V 3ø,4W, 60HZ (N) PANEL "EOC1" (N)DS - "EOC" 100A, 3P, 480V NEMA 1 (N) PANEL "EOC2" (E) A V ASVS M (E)COMB. PULL (E)MAIN SERVICE BOARD "MSDA" 1600A 480Y/277V, 3ø, 4W, 30KAIC (E) 1600A 3P (E) 50A 3P (E) CLOCK (E) 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 (E) ELEV. #1 25HP (E) 100A 3P (E) 400A 3P (E)DISTR. BOARD "DBA" 800A 120/208V,3ø,4W, 10kaic (N) 125A 3P (E) PANEL "P1C" (E) 125A 3P (E) PANEL "P2A" (E) 80A 3P (E) PANEL "P2B" (E) ELEV. #2 40HP (E)"ATS1" 400A, 4P, 3ø (E) 175A 3P (E) PANEL "EL1A" (E) 125A 3P (E) PANEL "EL2A" (E) 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 400A 277/480V, 3ø, 4W, 30kaic UTILITY XFMR #1 (E) 175A 3P (E) PANEL "P1B" 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. (E) PANEL "EV" (E)STANDBY GEN. 300KW / 375KVA 277/480V, 3ø, 4W 60HZ, NEMA 3R TO (E)"ATS2" IN CAR WASH PB1 HH1 G #1/0 AWG CU GND G GROUND ROD N 400A 50A F F 480V, 30kaic AT ATS1 AND ATS2 (E) PANEL "PV"(N) 200A 3P (E)XFMR "CC" 45kVA 3PH,4W, 60HZ (E)DS 200A 3P, 208V NEMA 3R NEMA 3R (E) PANEL "P1D" (E) PANEL "EP1D" (E) SPACE (E) PANEL "P2C" (E) XFMR "TP2D" 75KVA 480V-208Y/120V (E) PANEL "P2D" (E) SPACE 3ø,4W, 60HZ (E) 75KVA XFMR "ET1B" 480V-208Y/120V 3ø,4W, 60HZ (E)DS2 200A 3P, 600V NEMA 1 (E) PANEL "EP2B" NEMA 3R NEMA 3R M 10kaic 10kaic 10kaic THIS IS A FULLY RATED SYSTEM (E) EMERGENCY DISTR. BOARD "EDBA" X X X X Vd=2.4% Isc=5.0kafc X X Vd=0.5% Isc=24.0kafc Vd=1.6% Isc=7.0kafc Vd=2.2% Isc=4.0kafc Vd=2.4% Isc=6.0kafc Vd=2.8% Isc=3.0kafc X Vd=1.2% Isc=4.0kafc X Vd=0.5% Isc=20.0kafc UTILITY CONTRIBUTION TO FAULT CURRENT = 30kafc 10kaic 10kaic 10kaic 10kaic 30kaic (E)#3/0 AWG TO UFER GROUND, COLD WATER SERVICE AND BUILDING STEEL X Vd=0.37% Isc=27.7kafc X Vd=0.44% Isc=26.3kafc X Vd=0.58% Isc=24.0kafc (E) 125A 3P (E) XFMR "TPV" 75KVA 208Y/120V-480V 3ø,4W, 60HZ GFI F (E)DS3 200A 3P, 600V NEMA 1 F (E)DS4 400AS/250AF 3P, 600V NEMA 1 (N) 150A 3P 150A2P 208-240/120V 20A100A 2P 2P PANEL "PP" 10kaic (E) (N) 150A 3P (E) PANEL "PLC" 10kaic X Vd=2.4% Isc=5.0kafc 853 1504 1 #6 L=350'-0" Vd=2.07% 853 1504 AREA OF WORK 2 (N) (N) (N) (N) MAT T H E W M. S A M A R ERE REE N I G N E L ANOISSEORPD F IAN OF CA L I FO R S TA TE E LACIRTCL E TSIGER No. 21648 Exp 9/30/24 10920 VIA FRONTERA, SUITE 200 SAN DIEGO, CA 92127 P: 858.368.3400 The FUTURE. Built Smarter www.imegcorp.com PROJECT #23000383.00 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. ©2023 IMEG CORP.- 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:- 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION 12" = 1'-0" E400 ELECTRICAL DIAGRAMS CARLSBAD EOC WING RENOVATION Author CheckerISSUE FOR CONSTRUCTION 09.01.23 2560 ORION WAY CARLSBAD, CA 92010 NO SCALE SINGLE LINE DIAGRAM - RENOVATION1 GENERAL NOTES 1. PROVIDE 100A, 3P, 480V CIRCUIT BREAKER.BREAKER TO MATCH EXISTING "EDBA" AIC RATING. 2. PROVIDE WALL MOUNTED TRANSFORMER. REFER TO DETAIL 5 ON SHEET E700. A. ALL EQUIPMENT IS NEW UNLESS NOTED OTHERWISE. B. LABEL ALL DEVICES AND EQUIPMENT CONNECTIONS WITH CIRCUIT NUMBER AND PANEL. KEY NOTES # 05.05.23 60% CDs 05.26.23 90% CD SET 06.30.23 BUILDING PERMIT SUBMITTAL 09.01.23 ISSUE FOR CONSTRUCTION MAT T H E W M. S A M A R ERE REE N I G N E L ANOISSEORPD F IAN OF CA L I FO R S TA TE E LACIRTCL E TSIGER No. 21648 Exp 9/30/24 10920 VIA FRONTERA, SUITE 200 SAN DIEGO, CA 92127 P: 858.368.3400 The FUTURE. Built Smarter www.imegcorp.com PROJECT #23000383.00 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. ©2023 IMEG CORP.- 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:- 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION E500 ELECTRICAL SCHEDULES CARLSBAD EOC WING RENOVATION Author CheckerISSUE FOR CONSTRUCTION 09.01.23 2560 ORION WAY CARLSBAD, CA 92010 LED LUMINAIRE SCHEDULE ITEM DESCRIPTION MTG WATT LED DRIVER MANUFACTURER AND MODEL ANSI WATTS PER TYPE VOLTS TYPE EX1 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. <varie s> 5 W FIX LED 277 V EM LITHONIA: EDG-X-X-R-SD F1 2X2 RECESSED TROFFER LED RE 30 W FIX LED 277 V 0-10V LITHONIA: EPANL-2X2-2000LM-80CRI-35K-MIN10-ZT- MVOLT F1E SAME AS "F1" EXCEPT WITH EMERGENCY BATTERY PACK RE 30 W FIX LED 277 V EB LITHONIA: EPANL-2X2-2000LM-80CRI-35K-MIN10-ZT- MVOLT-E10WCP F2 2X4 RECESSED TROFFER LED RE 41 W FIX LED 277 V 0-10V LITHONIA: EPANL-2X4-5400LMHE-80-35K-MIN10-EZT -277V F2E SAME AS "F2" EXCEPT WITH EMERGENCY BATTERY PACK RE 41 W FIX LED 277 V EB LITHONIA: EPANL-2X4-5400LMHE-80-35K-MIN10-EZT -277V-E10WCP F3 4' LINEAR SURFACE MOUNT LED LUMINAIRE SU 11 W FIX LED 277 V 0-10V LITHONIA: BLWP4-15L-SDP-277-GZ10-LP835 F4 7 FEET LINEAR RECESSED MOUNT LED RE 5 W FT LED 277 V 0-10V GAMMLUX: GB34RC2BX4-SL358-ZTV10-7'N-REC-ASL MD F4A 10 FEET LINEAR RECESSED MOUNT LED RE 5 W FT LED 277 V 0-10V GAMMLUX: GB34RC2BX4-SL358-ZTV10-10'N-REC-AS LMD F4AE SAME AS "F4A" EXCEPT WITH EMERGENCY BATTERY PACK RE 5 W FT LED 277 V EB GAMMLUX: GB34RC2BX4-SL358-ZTV10-10'N-REC-AS LMD-BPE F4B 12 FEET LINEAR RECESSED MOUNT LED RE 5 W FT LED 277 V 0-10V GAMMLUX: GB34RC2BX4-SL358-ZTV10-12'N-REC-AS LMD F4BE SAME AS "F4B" EXCEPT WITH EMERGENCY BATTERY PACK RE 5 W FT LED 277 V EB GAMMLUX: GB34RC2BX4-SL358-ZTV10-12'N-REC-AS LMD-BPE F4E SAME AS "F4" EXCEPT WITH EMERGENCY BATTERY PACK RE 5 W FT LED 277 V EB GAMMLUX: GB34RC2BX4-SL358-ZTV10-7'N-REC-ASL MD-BPE F5 4" RECESSED DOWNLIGHT RE 14 W FIX LED 277 V 0-10V GOTHAM EVO4SQ-35-15-AR-120-GZ1-90CRI CIRCUIT KEY NOTES: *TOTAL DEMAND CALCS SUBTRACT ANY REDUNDANT LOAD AND THE SMALLER OF ANY NONCOINCIDENT HVAC LOADS. THIS CALC IS DONE AT EACH PANEL. TOTAL ESTIMATED DEMAND AMPS:117.1 A TOTAL CONNECTED AMPS:148.28 A TOTAL ESTIMATED DEMAND LOAD:42.18 kVA Receptacles 32.48 kVA 65.39% 21.24 kVA TOTAL CONNECTED LOAD:53.42 kVA Power 20.94 kVA 100.00% 20.94 kVA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND TOTALS* LOAD SUMMARY Total Amps:161.46 136.25 151.54 Total Load:19.13 kVA 16.35 kVA 17.94 kVA -- 41 SPACE -- 1 -- -- -- -- 15.44 -- -- -- -- -- ----42 -- -- 39 SPACE -- 1 -- -- -- -- 14.29 -- -- -- -- -- ----40 -- -- 37 SPACE -- 1 -- -- -- -- 15.91 6 1/0 1/0 3 150 A PNC - EOC2 38 -- 35 SPACE -- 1 -- -- -- -- -- -- -- -- 1 --SPACE 36 -- -- 33 SPACE -- 1 -- -- -- -- -- -- -- -- 1 --SPACE 34 -- -- 31 SPACE -- 1 -- -- -- -- -- -- -- -- 1 --SPACE 32 -- -- 29 SPARE 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A SPARE 30 -- -- 27 SPARE 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A SPARE 28 -- -- 25 SPARE 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A SPARE 26 -- -- 23 SPARE 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A SPARE 24 -- -- 21 SPARE 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A SPARE 22 -- 19 RM 107 REC 20 A 1 0.54 0 -- -- -- 1 20 A SPARE 20 -- 17 RM 102 GEN REC 20 A 1 0.9 0 -- -- -- 1 20 A SPARE 18 -- 15 RM 105 GEN REC 20 A 1 0.72 0 -- -- -- 1 20 A SPARE 16 -- 13 WS - 8 & 10 20 A 1 0.8 0 -- -- -- 1 20 A SPARE 14 -- 11 WS - 7 & 8 20 A 1 0.8 0 -- -- -- 1 20 A SPARE 12 -- 9 WS - 5 & 6 20 A 1 0.8 0 -- -- -- 1 20 A SPARE 10 -- 7 WS - 3 & 4 20 A 1 0.58 0 -- -- -- 1 20 A SPARE 8 -- 5 WS - 1 & 2 20 A 1 0.8 0 -- -- -- 1 20 A SPARE 6 -- 3 RM 104 REC 20 A 1 0.54 0 -- -- -- 1 20 A SPARE 4 -- 1 RM 103 REC 20 A 1 0.72 0.58 1 20 A EOC PRINTER 2 K E Y CKT NO.LOAD DESCRIPTION OCPD AMPS P WIRE SIZE H N G VD % A B C VD % WIRE SIZE G N H OCPD P AMPS LOAD DESCRIPTION CKT NO. K E Y NOTES: ISC:2.20 kA SCCR:10 kA LOCATION:ELECT. E108 WIRE:4 FED FROM:T/F EOC GROUND BUS PHASE:3 ENCLOSURE:NEMA PB 1 SOLID NEUTRAL VOLTS:120/208 Wye MOUNTING:SURFACE MAIN:150 A MCB (N)PNL- EOC1 CIRCUIT KEY NOTES: *TOTAL DEMAND CALCS SUBTRACT ANY REDUNDANT LOAD AND THE SMALLER OF ANY NONCOINCIDENT HVAC LOADS. THIS CALC IS DONE AT EACH PANEL. TOTAL ESTIMATED DEMAND AMPS:105.5 A TOTAL CONNECTED AMPS:126.68 A TOTAL ESTIMATED DEMAND LOAD:38 kVA Receptacles 25.28 kVA 69.78% 17.64 kVA TOTAL CONNECTED LOAD:45.64 kVA Power 20.36 kVA 100.00% 20.36 kVA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND TOTALS* LOAD SUMMARY Total Amps:134.06 119.08 130.14 Total Load:15.91 kVA 14.29 kVA 15.44 kVA -- 83 SPACE -- 1 -- -- -- -- -- -- -- -- 1 --SPACE 84 -- -- 81 SPACE -- 1 -- -- -- -- -- -- -- -- 1 --SPACE 82 -- -- 79 SPACE -- 1 -- -- -- -- -- -- -- -- 1 --SPACE 80 -- -- 77 SPACE -- 1 -- -- -- -- -- -- -- -- 1 --SPACE 78 -- -- 75 SPACE -- 1 -- -- -- -- -- -- -- -- 1 --SPACE 76 -- -- 73 SPACE -- 1 -- -- -- -- -- -- -- -- 1 --SPACE 74 -- -- 71 SPACE -- 1 -- -- -- -- -- -- -- -- 1 --SPACE 72 -- -- 69 SPACE -- 1 -- -- -- -- -- -- -- -- 1 --SPACE 70 -- 67 EOC MONITORS 20 A 1 0.9 -- -- -- -- 1 --SPACE 68 -- 65 EOC MONITORS 20 A 1 0.72 0 -- -- -- 1 20 A SPARE 66 -- 63 SECURITY ACP 20 A 1 0.36 0.18 1 20 A RM 105 CONFERNCE FLOOR BOX 64 61 MDF REC 20 A 1 1.08 0.18 1 20 A RM 105 CONFERNCE FLOOR BOX 62 59 MDF REC 20 A 1 0.72 1.25 -- -- -- -- -- ----60 -- 57 EOC OPEN - 2 20 A 1 0.5 1.25 2 20 A MDF RACK - 4 58 55 EOC OPERATIONS -12 20 A 1 0.5 1.25 -- -- -- -- -- ----56 -- 53 EOC OPERATIONS -11 20 A 1 0.5 1.25 2 20 A MDF RACK - 4 54 51 EOC OPERATIONS -10 20 A 1 0.5 1.25 -- -- -- -- -- ----52 -- 49 EOC OPERATIONS -9 20 A 1 0.5 1.25 2 20 A MDF RACK - 3 50 47 EOC OPERATIONS -8 20 A 1 0.5 1.25 -- -- -- -- -- ----48 -- 45 EOC OPERATIONS -7 20 A 1 0.5 1.25 2 20 A MDF RACK - 3 46 43 EOC OPEN -1 20 A 1 0.5 1.25 -- -- -- -- -- ----44 -- 41 EOC OPERATIONS -6 20 A 1 0.5 1.25 2 20 A MDF RACK - 2 42 39 EOC OPERATIONS -5 20 A 1 0.5 1.25 -- -- -- -- -- ----40 -- 37 EOC OPERATIONS -4 20 A 1 0.5 1.25 2 20 A MDF RACK - 2 38 35 EOC OPERATIONS -3 20 A 1 0.5 1.25 -- -- -- -- -- ----36 -- 33 EOC OPERATIONS -2 20 A 1 0.5 1.25 2 20 A MDF RACK - 1 34 31 EOC OPERATIONS -1 20 A 1 0.5 1.25 -- -- -- -- -- ----32 -- 29 EOC OPEN - 5 20 A 1 0.5 1.25 2 20 A MDF RACK - 1 30 27 EOC OPEN - 4 20 A 1 0.5 0.5 1 20 A EOC PLANNING -7 28 25 EOC OPEN - 3 20 A 1 0.5 0.5 1 20 A EOC PLANNING -6 26 23 EOC OPEN - 2 20 A 1 0.5 0.5 1 20 A EOC PLANNING -5 24 21 EOC OPEN - 1 20 A 1 0.5 0.5 1 20 A EOC PLANNING -4 22 19 EOC FINANCE - 5 20 A 1 0.5 0.5 1 20 A EOC PLANNING -3 20 17 EOC FINANCE - 4 20 A 1 0.5 0.5 1 20 A EOC PLANNING -2 18 15 EOC FINANCE - 3 20 A 1 0.5 0.5 1 20 A EOC PLANNING -1 16 13 EOC FINANCE - 2 20 A 1 0.5 0.5 1 20 A EOC MANAGEMENT - 7 14 11 EOC FINANCE - 1 20 A 1 0.5 0.5 1 20 A EOC MANAGEMENT - 6 12 9 EOC LOGISTICS -5 20 A 1 0.5 0.5 1 20 A EOC MANAGEMENT - 5 10 7 EOC LOGISTICS -4 20 A 1 0.5 0.5 1 20 A EOC MANAGEMENT - 4 8 5 EOC LOGISTICS -3 20 A 1 0.5 0.5 1 20 A EOC MANAGEMENT - 3 6 3 EOC LOGISTICS -2 20 A 1 0.5 0.5 1 20 A EOC MANAGEMENT - 2 4 1 EOC LOGISTICS -1 20 A 1 0.5 0.5 1 20 A EOC MANAGEMENT - 1 2 K E Y CKT NO.LOAD DESCRIPTION OCPD AMPS P WIRE SIZE H N G VD % A B C VD % WIRE SIZE G N H OCPD P AMPS LOAD DESCRIPTION CKT NO. K E Y NOTES: ISC:1.90 kA SCCR:10 kA LOCATION:AV/IT 108 WIRE:4 FED FROM:PNL-EOC1 PHASE:3 ENCLOSURE:NEMA PB 1 SOLID NEUTRAL VOLTS:120/208 Wye MOUNTING:SURFACE MAIN:225 A MLO (N)PNL- EOC2 NOTES: 1. {L##} DENOTES THE LIGHTING SEQUENCE OF OPERATIONS FOR THIS SPACE. 2. [#B] PUSH BUTTON REFERS TO SCENE QUANTITY. CONTROL STATION SHALL BE CAPABLE OF [RAISE/LOWER AND] SWITCHING ON/OFF FOR MULTIPLE SCENES AS INDICATED ON SHEETS AND THE LIGHTING SEQUENCE OF OPERATIONS {L##}. COORDINATE QUANTITIES OF BUTTONS FOR CONTROL STATIONS WITH LIGHTING CONTROL MANUFACTURER. 3. [Z#] DENOTES LIGHTING CONTROL ZONE. PROVIDE SEPARATE CONTROL OF EACH CONTROLLED ZONE. LUMINAIRES ASSOCIATED WITH THE SAME ZONE SHALL OPERATE TOGETHER WITHIN THE SAME PROGRAMMED SCENE. 4. a = SWITCH DESIGNATION FOR LIGHTING CONTROL 5. VERIFY AND COORDINATE ALL TIME CLOCK SETTINGS WITH OWNER PRIOR TO FINAL PROGRAMMING. 6. VERIFY AND COORDINATE ALL PUSH BUTTON WALL DEVICES AND QUANTITIES OF INDIVIDUAL BUTTONS WITH SCENES AND ZONES PER LOCATION. 7. VERIFY AND COORDINATE ALL PUSH BUTTON QUANTITIES AND SCENE NAMES WITH OWNER PRIOR TO SUBMITTING ENGRAVING TEMPLATE TO MANUFACTURER. LIGHTING SEQUENCE OF OPERATION PLAN ID LIGHTING SWITCHED {LD1} Sequence: Dimmed luminaires are controlled in this space. ON: Lights are turn on using Dimmer. ADJUST: The luminaires are raised/lowered using a wall dimmer. OFF: After the space has been vacant for 15 minutes, the luminaires will automatically turn off via occupancy sensor. {LD2} Sequence: Dimmed luminaires are controlled in this space. ON: Lights are turn on using Dimmer. ADJUST: The luminaires are turned on to 100% when the area becomes occupied via occupancy sensor or wall dimmer switch. If normal power fails, designated switched emergency lights shall turn on via battery backup. OFF: After the space has been vacant for 15 minutes, the luminaires will automatically turn off via occupancy sensor. {LS1} Sequence: Switched luminaires are controlled in this space. ON: Lights are turned on manually via switches. OFF: After the space has been vacant for 15 minutes, the luminaires will automatically turn off via occupancy sensor. {LS2} Sequence: Switched luminaires are controlled in this space. ON: The Luminaires are turned on by manual override switch. If normal power fails, designated switched emergency lights shall turn on via inverter. OFF: After the space has been vacant for 15 minutes, the luminaires will reduce to a maximum of 50% output. CIRCUIT KEY NOTES:1. PROVIDE NEW GFCI BREAKER. 2 . MATCH EXISTING PANEL AIC RATING. *TOTAL DEMAND CALCS SUBTRACT ANY REDUNDANT LOAD AND THE SMALLER OF ANY NONCOINCIDENT HVAC LOADS. THIS CALC IS DONE AT EACH PANEL. TOTAL ESTIMATED DEMAND AMPS:36.9 A Recept.0.36 kVA 100.00% 0.36 kVA TOTAL CONNECTED AMPS:36.89 A Receptacles 2.7 kVA 100.00% 2.7 kVA TOTAL ESTIMATED DEMAND LOAD:13.29 kVA Power 1.68 kVA 100.00% 1.68 kVA TOTAL CONNECTED LOAD:13.29 kVA HVAC 8.55 kVA 100.00% 8.55 kVA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND TOTALS* LOAD SUMMARY Total Amps:52.61 48.77 17.67 Total Load:5.82 kVA 5.36 kVA 2.12 kVA -- 41 SPARE 20 A 1 -- -- -- 0 1.08 1 20 A EOC GEN REC 42 1 -- 39 SPARE 20 A 1 -- -- -- 0 0.36 1 20 A RM 106 EOC MONITOR/ CLOCK 40 1 -- 37 ---- -- -- -- -- -- 0.5 0.54 1 20 A (N) HALLWAY 101 MONITORS 38 1 1,2 35 (N)FCU - 13, 14 15 A 2 0.5 0.54 1 20 A (N) RM 109 REC 36 1 -- 33 ---- -- -- -- -- -- 3.78 1.22 1 20 A (N) RM 102 GEN REC 34 1 1,2 31 (N) CU - 13 40 A 2 8 10 3.78 1 1 20 A (N) PLOTTER 32 1 -- 29 (E) EXISTING LOAD 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A (E) EXISTING LOAD 30 -- -- 27 (E) EXISTING LOAD 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A (E) EXISTING LOAD 28 -- -- 25 (E) EXISTING LOAD 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A (E) EXISTING LOAD 26 -- -- 23 (E) EXISTING LOAD 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A (E) EXISTING LOAD 24 -- -- 21 (E) EXISTING LOAD 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A (E) EXISTING LOAD 22 -- -- 19 (E) EXISTING LOAD 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A (E) EXISTING LOAD 20 -- -- 17 (E) EXISTING LOAD 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A (E) EXISTING LOAD 18 -- -- 15 (E) EXISTING LOAD 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A (E) EXISTING LOAD 16 -- -- 13 (E) EXISTING LOAD 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A (E) EXISTING LOAD 14 -- -- 11 (E) EXISTING LOAD 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A (E) EXISTING LOAD 12 -- -- 9 (E) EXISTING LOAD 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A (E) EXISTING LOAD 10 -- -- 7 (E) EXISTING LOAD 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A (E) EXISTING LOAD 8 -- -- 5 (E) EXISTING LOAD 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A (E) EXISTING LOAD 6 -- -- 3 (E) EXISTING LOAD 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A (E) EXISTING LOAD 4 -- -- 1 (E) EXISTING LOAD 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A (E) EXISTING LOAD 2 -- K E Y CKT NO.LOAD DESCRIPTION OCPD AMPS P WIRE SIZE H N G VD % A B C VD % WIRE SIZE G N H OCPD P AMPS LOAD DESCRIPTION CKT NO. K E Y NOTES: ISC UNKNOWN 0.00 kA SCCR:10 kA LOCATION:ELECT. E108 WIRE:4 FED FROM:GROUND BUS PHASE:3 ENCLOSURE:NEMA PB 1 SOLID NEUTRAL VOLTS:120/208 Wye MOUNTING:SURFACE MAIN:100 A MCB (E)PNL- EP1CLOAD CALCULATION OF EXISTING PANEL -EP1C EXISTING LOAD =27.0 KW DEMO LOAD ( -)=16.5 KW 1.25% (SAFETY FACTOR)=13.13 KW NEW LOAD ADDED ( + )=13.29 KW TOTAL LOAD =26.42 KW @ 73 AMPS NEW LOAD IS WITHIN THE CAPACITY OF (E)EP1C 100A 05.05.23 60% CDs 05.26.23 90% CD SET 06.30.23 BUILDING PERMIT SUBMITTAL 09.01.23 ISSUE FOR CONSTRUCTION KEY NOTES: SURFACE MOUNTED FIXTURE DETAIL SCALE: NONE PENDANT MOUNTED FIXTURE DETAIL SCALE: NONE RECESSED 2 x 2 FIXTURE DETAIL SCALE: NONE A DETAIL "A" A PANEL BOARD MOUNTING DETAIL SCALE: NONE TRANSFOMER WALL MOUNTING DETAILS SCALE: NONE 1 2 3 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 5 CONDUIT AND CONNECTOR FOR ELECTRICAL WIRING 3 41 2 4 5 FIXTURE ARCHITECTURAL DWGS. GYP BOARD CEILING. SEE SCREWS (TYPICAL OF 4) W/3/16'' X 3'' LONG LAG STUD THROUGH GYP BOARD BOLT FIXTURE TO 2 X 4 TRIM PLATE TO JUNCTION BOX FIXTURE SECURED (TYPICAL OF 2 PER FIXTURE) 2 X 4 STUD BLOCKING JUNCTION BOX 21 PER MFR. SECURE TO FIXTURE GYP. CEILING. & RIV-NUT 1/4" DIA. EYEBOLT 1/4" DIA x 2 1/2" SCREWEYE (4) #10 SMS SLACK #12 SAFETY WIRES TO STRUCTURE. 3 TIGHT TURNS TWISTED IN 3" FOR SEISMIC BRACING. 4" OCTAGONAL JUNCTION BOX WITH COOPER LIGHTING CORELITE CROSSBAR AND 5" CANOPY WITH SLIP RING THREAD 1/2" PENDANT THROUGH CROSSBAR AND LOCK WITH NUT. LIGHT FIXTURE 20 lbs. 1/2" PENDANT FURNISHED WITH FIXTURE BY MFR. 3 TEKS SCREWS AT TOP AND BOTTOM OF PANEL TOP & BOTTOM 2 #12-14x1 7/8 ELECTRICAL PANEL SOLID WASHER BETWEEN PANEL BACK & TD. MAX. WEIGHT 200 LBS. 362-200-54 @ 16" COORDINATE STUD DEPTH WITH ARCH. 600T150-54 BACKING. TYPICAL FOR TOP AND BOTTOM STUD DEPTH WITH ARCH. 600T150-54 BACKING. TYPICAL FOR TOP AND BOTTOM 362-200-54 @ 16" COORDINATE (3) #10-18X1" TEK SCREWS 4 5 10920 VIA FRONTERA, SUITE 200 SAN DIEGO, CA 92127 P: 858.368.3400 The FUTURE. Built Smarter www.imegcorp.com PROJECT #23000383.00 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. ©2023 IMEG CORP.- 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:- 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION N O T F O R C O N S T R U C T I O N 12" = 1'-0" E700 ELECTRICAL DETAILS CARLSBAD EOC WING RENOVATION Author Checker90% BUILDING PERMIT SUBMITTAL CD SET 06.30.2023 2560 ORION WAY CARLSBAD, CA 92010 05.05.2023 60% CDs 05.26.2023 90% CD SET 06.30.2023 BUILDING PERMIT SUBMITTAL BUILDING PERMIT SUBMITTAL BUILDING PERMIT SUBMITTAL06.30.2023 BACKING PER 7/A801 12" MIN B-LINE B22 SOLID OR PUNCHED CHANNEL TYP. 2" MIN. TYP. B-LINE HN SERIES HEX NUT & B-LINE B200 SERIES SQUARE WASHER, TYP. (4) 3/8"Ø HEX HEAD BOLT AND B-LINE N200 CHANNEL NUT TOLCO FIG. 991 CABLE SWAY BRACE ATTACHMENT, TIGHTEN UNTIL BREAK-OFF NUTS COME OFF, TYP. 45° MAX. 3/16"Ø PRE-STRETCHED GALVANIZED AIRCRAFT CABLE W/ 7x19 STRAND CORE, TYP. EA. CORNER. CONNECT TO STRUCTURE ABOVE PER DETAIL B. FRONT VIEW 3/8"Ø THREADED ROD, TYP. 6" MAX TYP. TRANSFORMER MAX WT. = 400 LBS B-LINE B22 CHANNEL W/ TOCLO FIG. 98 ROD STIFFENERS AT 13" O.C. 1" MAX 4" M A X TOP VIEW (E) STRUCTURE ABOVEDETAIL A, TYP. DETAIL A HANGER ROD, TYP. (E) Wx BEAM, TYP. B-LINE B22A STITCH-WELD OR B-LINE B11 HEX NUT AND TOLSTRUT NUT, TYP. 12'-0" MAX V.I.F. 3/16 3/16 TYP DETAIL B (E) Wx BEAM TOLCO 900 SERIES BRACE ATTACHMENT3/16 3/16 B-LINE B22 SOLID OR PUNCHED CHANNEL TYP. 2" MIN. TYP. B-LINE HN SERIES HEX NUT & B-LINE B200 SERIES SQUARE WASHER, TYP. (4) 3/8"Ø HEX HEAD BOLT AND B-LINE N200 CHANNEL NUT TOLCO FIG. 991 CABLE SWAY BRACE ATTACHMENT, TIGHTEN UNTIL BREAK-OFF NUTS COME OFF, TYP. 45° MAX. 3/16"Ø PRE-STRETCHED GALVANIZED AIRCRAFT CABLE W/ 7x19 STRAND CORE, TYP. EA. CORNER. CONNECT TO STRUCTURE ABOVE PER DETAIL B. FRONT VIEW 3/8"Ø THREADED ROD, TYP. 6" MAX TYP. TRANSFORMER MAX WT. = 400 LBS B-LINE B22 CHANNEL W/ TOCLO FIG. 98 ROD STIFFENERS AT 13" O.C. 1" MAX 4" M A X (E) STRUCTURE ABOVEDETAIL A, TYP. DETAIL A HANGER ROD, TYP. (E) Wx BEAM, TYP. B-LINE B22A STITCH-WELD OR B-LINE B11 HEX NUT AND TOLSTRUT NUT, TYP. 12'-0" MAX V.I.F. 3/16 3/16 TYP TOP VIEW DETAIL B (E) Wx BEAM TOLCO 900 SERIES BRACE ATTACHMENT3/16 3/16 TRANSFOMER WALL MOUNTING DETAILS SCALE: NONE5 TECHNOLOGY ABBREVIATIONS DESCRIPTIONSYMBOL GENERAL TECHNOLOGY SYMBOLS LEGEND PROJECTION TYPE DISPLAY TYPE TELECOM DESIGNATORS VERTICAL PLACEMENT DESCRIPTIONSYMBOL TECHNOLOGY DEVICESGENERAL TECHNOLOGY SPECIFIC TECHNOLOGY TAG DESIGNATIONS DESCRIPTIONSYMBOL TECHNOLOGY DEVICES CONTRACTOR RESPONSIBILITY MATRIX DESCRIPTIONSYMBOL TELECOM BUILDING RISER DESCRIPTIONSYMBOL AUDIOVISUAL ROOM RISERS TECHNOLOGY GENERAL NOTES RISER GENERAL NOTES TELECOM GENERAL NOTES DEMOLITION NOTES AV JUNCTION BOX TELECOM JUNCTION BOX POWER OUTLET JUNCTION BOX W/ AV AND TELECOM JUNCTION BOX W/ AV AND POWER JUNCTION BOX W/ AV, TELECOM AND POWER FLOOR BOX FLOOR BOX W/ TELECOM J# N# P# J#(N#) J#(P#) J#(N#,P#) F# F#(N#) # # T### T### T### RISER # CONDUIT RISER - DETAIL # / SHEET # SECTION SYMBOL - DETAIL # / SHEET # ELEVATION SYMBOL - DETAIL # / SHEET # N2A LETTER DESIGNATES CABLE PULL TYPE N-NUMBER DESIGNATES BOX-TYPE & MOUNTING STYLE (REFER TO THE TELECOM CABLING LEGEND FOR MORE INFORMATION) (DENOTES DEVICES WHICH FALL ON THE SAME VERTICAL PLANE) CEILING JUNCTION BOX WALL JUNCTION BOX FLOOR BOX / FLOOR POKE-THRU DEVICE / FLOOR CONDUIT STUB CEILING TELECOM OUTLET WALL TELECOM OUTLET FLOOR TELECOM OUTLET FLOOR POWER DUPLEX RECEPTACLE FLOOR POWER DOUBLE DUPLEX RECEPTACLE FLOOR POWER CIRCUIT FLAT PANEL DISPLAY BY AV CONTRACTOR - SHOWN FOR COORDINATION PURPOSES ONLY. REFER TO DETAIL SHEETS FOR MORE INFORMATION. CEILING AV CAMERA BY AV CONTRACTOR - SHOWN FOR COORDINATION PURPOSES ONLY. EXACT LOCATION TO BE COORDINATED BY THE AV CONTRACTOR. NUMBER MOUNTING HEIGHTS ARE TO CENTERLINE OF DEVICE ABOVE FINISHED FLOOR OR FINISHED GRADE ALTERNATING CURRENT AMERICAN WITH DISABILITIES ACT ABOVE FINISHED CEILING ABOVE FINISHED FLOOR ABOVE FINISHED GRADE AUTHORITY HAVING JURISDICTION ARCHITECT AUDIOVISUAL AUDIOVISUAL CONTRACTOR AMERICAN WIRE GAUGE BURIED BLACK DROP BUILDING BUILDING ENTRANCE TERMINAL CONDUIT CABLE CABINET CASE HEIGHT CASE WIDTH CASE DEPTH CATALOG CABLE TELEVISION CLOSED CIRCUIT TELEVISION CENTERLINE CEILING ELECTRIC METALLIC TUBING ELECTRICAL CONTRACTOR ESTIMATE EQUIPMENT EXISTING FIRE ALARM CONTROL PANEL FLAT PANEL DISPLAY HANDHOLE IMAGE HEIGHT BOTTOM OF IMAGE HEIGHT ABOVE FINISHED FLOOR IMAGE WIDTH GENERAL CONTRACTOR # +18" AC ADA AFC AFF AFG AHJ ARCH AV AVC AWG B BD BLDG BET C CA CAB CH CW CD CAT CATV CCTV CL CLG EMT EC EST EQUIP EXIST, (E) FACP FPD HH IH IHAF IW GC FLOOR BOX W/ AV AND POWER FLOOR BOX W/ AV, TELECOM AND POWER FLOOR POKE-THRU DEVICE FLOOR POKE-THRU DEVICE W/ TELECOM FLOOR POKE-THRU DEVICE W/ AV AND POWER FLOOR POKE-THRU DEVICE W/ AV, TELECOM AND POWER FLOOR CONDUIT STUB F#(P#) F#(N#,P#) PT# PT#(N#) PT#(P#) PT#(N#,P#) FS# (THIS IS A MASTER LEGEND, NOT ALL SYMBOLS MAY APPEAR ON DRAWINGS.) POWER DESIGNATIONS AUDIOVISUAL JUNCTION BOX TELECOM JUNCTION BOX AN AUDIOVISUAL DEVICE WHICH CONTAINS A POWER RECEPTACLE AND A TELECOM OUTLET CONDUIT STUB FLEXIBLE CONDUIT RUN CEILING POWER CIRCUIT WALL POWER DUPLEX RECEPTACLE WALL POWER DOUBLE DUPLEX RECEPTACLE WALL POWER CIRCUIT CEILING DUPLEX RECEPTACLE CEILING DOUBLE DUPLEX RECEPTACLE 48 - PORT OPTICAL FIBER PANEL, RACK MOUNT 110 - STYLE PUNCHDOWN BLOCK, WALL MOUNT PRIMARY CABLE PROTECTION, WALL MOUNT CATV HEAD END EQUIPMENT CATV TAP 48 - PORT COPPER PATCH PANEL, RACK MOUNT CONDUIT - REFER TO PLANS FOR SIZE CABLE BASKET - REFER TO PLANS FOR SIZE CONDUIT - REFER TO PLANS FOR SIZE LARGE JUNCTION BOX ACCESS PANEL J-HOOK CABLE RUNWAY - REFER TO PLANS FOR SIZE PROJECTOR BY AV CONTRACTOR - SHOWN FOR COORDINATION PURPOSES ONLY. REFER TO DETAIL SHEETS FOR MORE INFORMATION. PROJECTION SCREEN - REFER TO THE PROJECTION SCREEN TYPE LEGEND AND NOTES FOR MORE INFORMATION. EQUIPMENT RACK FIRE RATED ASSEMBLY/ RACK - 2 POST BUILDING ENTRANCE TERMINAL CATV TAP GROUNDING BUSBAR MAIN GROUNDING BUSBAR ELECTRICAL / SECURITY PANEL TERMINATION BLOCK - 66 STYLE TERMINATION BLOCK - 110 STYLE VERTICAL CABLE MANAGER RACK - 4 POST PLYWOOD BACKBOARD CONDUIT - RESERVED FOR SECURITY SC CONDUIT - RESERVED FOR FUTURE FC CONDUIT - RESERVED FOR HORIZONTAL CABLING HC CONDUIT - RESERVED FOR COPPER BACKBONE CB CONDUIT - RESERVED FOR FIBER BACKBONE FB CEILING AV MICROPHONE BY AV CONTRACTOR - SHOWN FOR COORDINATION PURPOSES ONLY. EXACT LOCATION TO BE COORDINATED BY THE AV CONTRACTOR. SYMBOL DESIGNATES FLOOR, WALL OR CEILING C S M TELECOM MAIN GROUNDING BUSBAR (TMGB), WALL MOUNT TELECOM GROUNDING BUSBAR (TGB), WALL MOUNTTGB TMGB 110 OPTICAL COPPER A N N A UNISTRUT, THREADED ROD, SUPPORT CABLE, FASTENERS OR OTHER HARDWARE REQUIRED TO ATTACH AUDIOVISUAL WALL OR CEILING MOUNTS TO STRUCTURE LOW VOLTAGE AV CONTROL INTERFACE FOR LIGHTING SYSTEM (DIMMER SIDE) AND PATHWAY TO AUDIOVISUAL CONTROL SYSTEM EQUIPMENT RACK LOW VOLTAGE AV CONTROL INTERFACE FOR MOTORIZED WINDOW SHADES AND PATHWAY TO AUDIOVISUAL CONTROL SYSTEM EQUIPMENT RACK STRUCTURAL BACKING ("BLOCKING") AS REQUIRED TO SUPPORT WALL MOUNTED AUDIOVISUAL COMPONENTS AND STRUCTURAL WORK FOR SPECIAL CONSTRUCTION AC POWER SYSTEMS, CONDUIT, RACEWAYS, ELECTRICAL BACK BOXES, JUNCTION BOXES, PULL BOXES, FLOOR BOXES AND OTHER INFRASTRUCTURE LIGHTING FIXTURES, DIMMING SYSTEMS AND WALL CONTROLLERS TELECOMMUNICATIONS STRUCTURED CABLING SYSTEMS, HORIZONTAL AND BACKBONE CABLING AND TERMINATION, ASSOCIATED CABINETS, RACKS, RACEWAYS AND CABLE MANAGEMENT SYSTEMS TELECOMMUNICATIONS CONNECTOR INSERT PLATES FOR FLOOR BOXES AND / OR WALL BOXES PROJECTION SCREENS - WALL MOUNTED, CEILING MOUNTED, OR FIXED FRAME AUDIOVISUAL CONNECTOR INSERT PLATES FOR FLOOR BOXES AND / OR WALL BOXES PROJECTORS, FLAT PANEL DISPLAYS, CONTROL PANELS, MICROPHONES, SPEAKERS AND OTHER AUDIOVISUAL EQUIPMENT LECTERNS / SPECIALTY TECHNICAL FURNITURE AUDIOVISUAL EQUIPMENT RACKS ROUGH OR FINISHED TRIM, CASEWORK AND MILLWORK AUDIOVISUAL CABLING AND TERMINATIONS FOR AUDIOVISUAL SYSTEMS ITEM / TASK FURNISH INSTALL GC GC GC GC SCC GC GC SCC GC AVC AVC AVC AVC GC AVC GC GC GC GC SCC GC GC SCC GC AVC AVC AVC AVC GC AVC J#J#J#N#N#N#OR OR EXISTING WORK TO REMAIN EXISTING WORK TO BE REMOVED (DEMO) NEW WORK BELOW FLOOR OR GRADE (JUNCTION BOX "J#" LETTER CODE MAY VARY BY BOX JUNCTION) RISER DRAWINGS AND CONDUIT ROUTING THE ROOM RISER DRAWINGS ARE DIAGRAMMATIC IN NATURE. CONDUIT PATHS SHOWN ON THE ROOM RISERS ARE INTENDED TO CONVEY REQUIRED DEVICE INTERCONNECTION AND SIZES ONLY. ACTUAL CONDUIT ROUTING IN THE FIELD MAY BE REQUIRED TO FOLLOW ROUTING CONTRARY TO THAT IMPLIED BY THE ROOM RISER. CONDUIT ROUTING IS AT CONTRACTOR'S DISCRETION, BUT THE CONTRACTOR SHALL PROVIDE A PULL BOX IMMEDIATELY BEFORE AND AFTER ANY CONDUIT RUN SECTION CONTAINING TWO NINETY-DEGREE TURNS, OR ANY SINGLE RUN EXCEEDING FIFTY FEET IN LENGTH REGARDLESS OF WHETHER PULL BOXES ARE SHOWN ON THE DRAWINGS OR NOT. IN ALL CASES, CONDUIT ROUTES SHALL FOLLOW THE SHORTEST PATH POSSIBLE WHILE COMPLYING WITH INDUSTRY STANDARDS AND BEST PRACTICES. CONDUIT RUNS: ALL CONDUIT RUNS SHALL BE STEEL, THIN-WALL ELECTRICAL METALLIC TUBING (EMT) UNLESS OTHERWISE INDICATED. THE USE OF FLEXIBLE CONDUIT IS NOT PERMISSIBLE EXCEPT WHERE INDICATED ON THE DRAWINGS. CONDUIT SIZES AND INTERCONNECTIONS SHALL BE AS INDICATED ON THE DRAWINGS. CONDUIT STUBS TERMINATE CONDUIT STUBS INTO CLEAR SPACE 18 INCHES ABOVE ACCESSIBLE CEILING IN ROOM INDICATED. NYLON BUSHINGS PROVIDE A NYLON BUSHING ON ALL CONDUIT STUBS AND NON-TERMINATING CONDUIT ENDS TO PROTECT WIRE PULLS. PULL STRINGS ALL CONDUIT RUNS SHALL BE PROVIDED WITH A #12 PULL STRING OR EQUAL. DRAWINGS: NOTIFY THE DESIGNER OF ANY DISCREPANCIES BETWEEN THESE CONTRACT DRAWINGS AND FIELD CONDITIONS. INSTALLATION: INSTALL ALL COMPONENTS AS PER MANUFACTURERS RECOMMENDATIONS AND PER ALL APPLICABLE CODES. SUBSTITUTIONS: THE MAKE AND MODEL OF LOW VOLTAGE INFRASTRUCTURE DEVICES IN THE TECHNOLOGY LEGENDS HAVE BEEN LISTED TO ESTABLISH THE DESIRED LEVEL OF QUALITY AND PERFORMANCE FOR EACH DEVICE. UNLESS OTHERWISE INDICATED, THE INSTALLING CONTRACTOR MAY SUBSTITUTE THESE DEVICES WITH EQUIVALENT APPROVED PRODUCT BY OTHER MANUFACTURERS. DEVICE MOUNTING: DEVICE SPECIFIED MOUNTING ELEVATIONS ARE "ON CENTER" UNLESS OTHERWISE NOTED. ALL DEVICE HEIGHTS SHALL COMPLY WITH ANSI 117.1 CHAPTER 3, SECTION 307, PROTRUDING OBJECTS AND CHAPTER 3, SECTION 308, REACH RANGES. IF ANY DEVICE OR BOX SPECIFIED WITHIN IS FOUND TO BE IN CONFLICT WITH ABOVE SECTIONS A CONFIRMING RFI SHOULD BE PLACED PRIOR TO RELOCATING. FLOOR BOX, JUNCTION BOX, AND PULL BOX COVERS: UNLESS OTHERWISE DIRECTED, ALL FLOOR BOXES, JUNCTION BOXES, AND PULL BOXES MUST BE PROVIDED WITH A COVER. WHERE SINGLE OR MULTI-DEVICE RAISED DEVICE COVERS ARE SPECIFIED IN THE SCHEDULE, MATCH THE RAISED COVER DEPTH TO THE WALL THICKNESS. PROVIDE ALL FLOOR BOXES, JUNCTION BOXES, AND PULL BOXES WITH APPROPRIATE KNOCKOUTS TO MATCH CONDUIT REQUIREMENTS. WHERE JUNCTION BOXES AND PULL BOXES ARE MOUNTED AT OR ABOVE FINISHED CEILING HEIGHT, INSTALL BOXES WITH OPEN SIDE FACING DOWN. FIRE STOPPING: THE FIRE STOP SYSTEM SHALL COMPLY WITH THE IBC, NEC AND WITH NFPA 101-LIFE SAFETY CODE (LATEST EDITION) AND SHALL BE MADE AVAILABLE FOR INSPECTION BY THE LOCAL INSPECTION AUTHORITIES PRIOR TO CABLE SYSTEM ACCEPTANCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE FIRE RATING OF ALL WALLS AND FLOORS HAVING PENETRATIONS. COORDINATE SEALANT INSTALLATION WITH WORK OF OTHER TRADES. REFER TO GENERAL AND / OR ELECTRICAL SPECIFICATION SECTIONS FOR FURTHER MATERIAL AND INSTALLATION PARAMETERS. EMERGENCY COMMUNICATIONS: CONTRACTOR TO VERIFY ALL CODE AND TELECOMMUNICATIONS REQUIREMENTS FOR AEDS, EMERGENCY PHONES, AND AREA OF REFUGE SYSTEMS AND SIGNAGE PER THE AHJ. REFERENCE ARCHITECTURAL DRAWINGS FOR EMERGENCY COMMUNICATIONS SIGNAGE AND ELECTRICAL AND FIRE PROTECTION DRAWINGS FOR EMERGENCY COMMUNICATIONS REQUIREMENTS. GROUNDING: GROUND COMMUNICATIONS SYSTEMS AND EQUIPMENT IN ACCORDANCE WITH THE ANSI/TIA-607-C GROUNDING STANDARD AND APPLICABLE NEC REQUIREMENTS EXCEPT WHERE THE DRAWINGS OR SPECIFICATIONS EXCEED NEC REQUIREMENTS. ALL RACKS, METALLIC BACKBOARDS, CABLE SHEATHS, METALLIC STRENGTH MEMBERS, SPLICE CASES, CABLE TRAYS, ETC. ENTERING OR RESIDING IN TECHNICAL EQUIPMENT SPACES SHALL BE GROUNDED TO THEIR RESPECTIVE GROUND SYSTEM USING A MINIMUM #6 AWG STRANDED COPPER BONDING CONDUCTOR AND COMPRESSION CONNECTORS. ALL WIRES USED FOR TECHNICAL POWER SYSTEMS GROUNDING PURPOSES SHALL BE IDENTIFIED WITH GREEN INSULATION OR IDENTIFIED AT EACH TERMINATION POINT WITH A WRAP OF GREEN TAPE. ALL CABLES AND BUS BARS SHALL BE IDENTIFIED AND LABELED "TECHNICAL POWER SYSTEM GROUND". TECHNICAL POWER & GROUNDING SYSTEM: DUE TO THE SENSITIVE NATURE OF ELECTRONIC EQUIPMENT THAT IS BEING USED, POWER QUALITY MUST BE ASSURED. POWER FOR TECHNOLOGY SYSTEMS SHOULD BE DERIVED FROM DEDICATED TECHNICAL POWER PANELS WHICH DO NOT SHARE CIRCUITS WITH EQUIPMENT LOADS THAT GENERATE ELECTRICAL NOISE ON THE POWER LINE. THIS MIGHT INCLUDE: AIR CONDITIONING EQUIPMENT, MOTORS, HEAVY INDUSTRIAL EQUIPMENT, OR DIMMED LIGHTING LOADS; ALL OF WHICH CREATE TRANSIENTS, HARMONICS, SURGES AND SPIKES. FOR ADDITIONAL GUIDELINES REFER TO THE IEEE STD. 1100 (2005) EMERALD BOOK 'RECOMMENDED PRACTICE FOR POWERING AND GROUNDING ELECTRONIC EQUIPMENT'. WHERE PRACTICAL, ALL TECHNICAL POWER CIRCUITS FOR EQUIPMENT WITHIN A ROOM SHOULD BE ON THE SAME PHASE TO ENSURE PROPER EQUIPMENT TIMING WITHIN THE SYSTEM. TRANSIENT VOLTAGE SURGE SUPPRESSION (TVSS) DEVICES SHOULD BE PROVIDED AT POWER DISTRIBUTION PANELS SERVING TECHNICAL POWER CIRCUITS. THESE TVSS DEVICES MUST BE INSTALLED ACCORDING TO NEC ARTICLE 285. ALL DEVICES MUST BE UL 1449 COMPLIANT. IN BROADCAST APPLICATIONS OR IN LARGE SYSTEMS, A SEPARATELY DERIVED TECHNICAL POWER SOURCE PROVIDED BY AN ELECTROSTATICALLY SHIELDED ISOLATION TRANSFORMER MAY BE REQUIRED. ALL TECHNICAL POWER OUTLETS MUST BE WIRED AS “ALWAYS ON”. NO OUTLETS SERVING TECHNOLOGY SYSTEMS SHALL BE ON SWITCHED, TIME OF DAY, OR OCCUPANCY CONTROLLED OUTLETS. TECHNICAL GROUND SYSTEM (TGS) TECHNICAL GROUND SHALL CONSIST OF AN INSULATED GROUND CONDUCTOR FROM THE PANEL BOARD TO EACH TECHNICAL GROUND RECEPTACLE. AT THE RECEPTACLE, THE GROUND CONDUCTOR SHALL BE ELECTRICALLY ISOLATED FROM THE ELECTRICAL BOX AND CONDUIT SYSTEM. TECHNICAL ELECTRICAL SUPPLY GROUNDING SHALL BE VIA A GROUNDING ELECTRODE AND MEET NEC ARTICLE 250 REQUIREMENTS. A TECHNICAL POWER SYSTEM IS FURTHER DEFINED IN NEC ARTICLE 640 AS "AN ELECTRICAL DISTRIBUTION SYSTEM WITH GROUNDING IN ACCORDANCE WITH 250.146(D), WHERE THE EQUIPMENT GROUNDING CONDUCTOR IS ISOLATED FROM THE PREMISES GROUNDING CONDUCTOR EXCEPT AT A SINGLE GROUNDED TERMINATION POINT WITHIN A BRANCH-CIRCUIT PANEL BOARD, AT THE ORIGINATING (MAIN BREAKER) BRANCH-CIRCUIT PANEL BOARD, OR AT THE PREMISES GROUNDING ELECTRODE". INSULATED GROUNDING CONDUCTORS FROM THE BREAKER PANEL BOARDS SHALL BE IN A "STAR" CONFIGURATION AND NOT LOOP FROM ONE PANEL TO THE NEXT PANEL. AT EACH BREAKER PANEL, PROVIDE AN INSULATED GROUND BUS BAR FOR CONNECTIONS OF ALL TGS INSULATED GROUND CONDUCTORS AND NO OTHERS. THE GREEN SAFETY GROUND WIRES FROM EACH TGS RECEPTACLE OR CIRCUIT ARE BROUGHT TO THIS BUS. EACH TECHNICAL POWER RECEPTACLE SHALL BE OF A UNIQUE COLOR AND / OR CLEARLY AND PERMANENTLY LABELED "TECHNICAL POWER". POWER DESIGNATORS AND RECEPTACLES POWER DESIGNATORS AND RECEPTACLES WHICH APPEAR ON THE ROOM RISER DRAWINGS ARE SHOWN TO INDICATE THEIR ASSOCIATION WITH AND REQUIRED ADJACENCY TO AUDIOVISUAL COMPONENTS. NOTE THAT NOT ALL POWER RECEPTACLES REQUIRED TO SUPPORT THE AUDIOVISUAL SYSTEMS ARE SHOWN ON THE ROOM RISER DIAGRAMS; ONLY THOSE THAT ARE PART OF OR INTERFACE WITH THE AUDIOVISUAL JUNCTION BOXES ARE SHOWN. REFER TO THE AUDIOVISUAL INFRASTRUCTURE PLANS, ELEVATIONS AND DETAILS FOR ADDITIONAL GUIDANCE REGARDING AUDIOVISUAL POWER LOCATIONS. REFER TO THE ELECTRICAL DRAWINGS FOR COMPLETE POWER LAYOUTS AND CIRCUITING DETAILS. TELECOM OUTLETS JUNCTION BOXES FOR TELECOM OUTLETS WHICH APPEAR ON THE ROOM RISER DRAWINGS ARE SHOWN TO INDICATE THEIR ASSOCIATION WITH AND REQUIRED ADJACENCY TO AUDIOVISUAL COMPONENTS. AV SPECIFIC ROOM RISERS NOT ALL TELECOM OUTLETS REQUIRED TO SUPPORT THE AUDIOVISUAL SYSTEMS ARE SHOWN ON THE ROOM RISER DIAGRAMS; ONLY THOSE THAT ARE PART OF OR INTERFACE WITH AUDIOVISUAL JUNCTION BOXES ARE SHOWN. REFER TO THE AUDIOVISUAL INFRASTRUCTURE PLANS, ELEVATIONS AND DETAILS FOR ADDITIONAL GUIDANCE REGARDING AUDIOVISUAL TELECOM OUTLET LOCATIONS. REFER TO THE STRUCTURED CABLING DRAWINGS FOR COMPLETE TELECOMMUNICATIONS PATHWAYS, OUTLETS AND CABLING REQUIREMENTS. CONDUITS SHOWN ON THE ROOM RISER DRAWINGS ARE FOR AV ONLY AND SHALL NOT BE USED FOR TELECOM CABLES. 1. CONTRACTOR SHALL REFERENCE CIVIL AND ELECTRICAL SITE DRAWINGS AND UTILITY PLANS FOR PATHWAYS IN SUPPORT OF OUTSIDE CABLING PLANT, EMERGENCY/BLUE LIGHT PHONES, SITE SURVEILLANCE CAMERAS, SITE WIRELESS ACCESS POINTS, AND OTHER SITE-RELATED DEVICES NOT DIRECTLY ATTACHED TO THE BUILDING. 2. ALLOW CABLING, INFRASTRUCTURE AND LABOR FOR (XXX) ADDITIONAL NETWORK OUTLETS NOT REPRESENTED ON THE DRAWINGS. THESE ADDITIONAL LOCATIONS WILL BE DETERMINED BY THE OWNER PRIOR TO INSTALLATION. 3. ALLOW CABLING, INFRASTRUCTURE AND LABOR FOR (XXX) WIRELESS ACCESS POINTS INSIDE THE BUILDING. THESE ARE NOT CURRENTLY SHOWN ON THE DRAWINGS. DESIGN TEAM WILL DOCUMENT THESE REQUIREMENTS AFTER 50% CD. AT THAT TIME, THESE LOCATIONS WILL BE REFLECTED ON THE INFRASTRUCTURE AND TELECOMMUNICATIONS DRAWINGS. CONTRACTOR WILL BE RESPONSIBLE FOR INSTALLING OFCI WIRELESS ACCESS POINTS. - OR - A PORTION OF THE WIRELESS ACCESS POINTS ARE CURRENTLY SHOWN ON THE DRAWINGS. ALLOW CABLING, INFRASTRUCTURE AND LABOR FOR (XXX) WIRELESS ACCESS POINTS INSIDE THE BUILDING NOT YET DOCUMENTED. DESIGN TEAM WILL DOCUMENT THESE REQUIREMENTS AFTER 50% CD. AT THAT TIME, THESE LOCATIONS WILL BE REFLECTED ON THE INFRASTRUCTURE AND TELECOMMUNICATIONS DRAWINGS. CONTRACTOR WILL BE RESPONSIBLE FOR INSTALLING OFCI WIRELESS ACCESS POINTS. 4. ALLOW CABLING, INFRASTRUCTURE AND LABOR FOR (XXX) NETWORK OUTLETS FOR UTILITY SPACES AND SPECIAL APPLICATIONS. UTILITY SPACES INCLUDE ELECTRICAL, MECHANICAL, ELEVATOR, AND FIRE COMMAND. SPECIALTY APPLICATIONS INCLUDE ELECTRICAL METERING, BUILDING AUTOMATION SYSTEMS, LIGHTING CONTROL PANELS, AND POINT OF SALE LOCATIONS. DESIGN TEAM WILL DOCUMENT THESE REQUIREMENTS AFTER 50% CD. # CEILING LOUDSPEAKER BY AV CONTRACTOR - SHOWN FOR COORDINATION PURPOSES ONLY. EXACT LOCATION TO BE COORDINATED BY THE AV CONTRACTOR. SUBSCRIPT NUMBER DESIGNATES THE SPEAKER ZONE. JUNCTION BOX KNOCK OUT LOW VOLTAGE MANHOLE MICROPHONE MOTOR MAXIMUM MANUFACTURER MINIMUM MISCELLANEOUS NOT APPLICABLE NATIONAL ELECTRICAL CODE NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NOT IN CONTRACT NOT TO SCALE PROJECTOR PROJECTION SCREEN ON CENTER OWNER FURNISHED CONTRACTOR INSTALLED OWNER FURNISHED OTHER INSTALLED QUANTITY REQUIRED BOTTOM OF ROLLER HOUSING ABOVE FINISHED FLOOR RIGID GALVANIZED STEEL STRUCTURED CABLE CONTRACTOR SECURITY CONTRACTOR TYPICAL UNDERGROUND UNLESS NOTED OTHERWISE UNINTERRUPTIBLE POWER SUPPLY UNSHIELDED TWISTED-PAIR WEATHER-PROOF EXPLOSION PROOF JB KO LV MH M, MIC M, MTR MAX MFR MIN MISC NA NEC NEMA NIC NTS PR PRS OC OFCI OFOI QTY REQ'D RHAFF RGS SCC SC TYP UG UNO UPS UTP WP XP NOTES: 1. ALL ITEMS AND TASKS LISTED ARE THE RESPONSIBILITY OF THE NOTED CONTRACTOR. ELECTRONIC SECURITY SYSTEMS EQUIPMENT AND SECURITY CABLING FOR ACCESS CONTROL, INTRUSION ALARM, DURESS, VIDEO SURVEILLANCE, OTHERS AS SPECIFIED SCSC A LETTER DESIGNATES THE PROJECTION SCREEN TYPE 2 (REFER TO THE DISPLAY TYPE LEGEND FOR MORE INFORMATION) (REFER TO THE PROJECTION SCREEN TYPE LEGEND FOR MORE INFORMATION) NUMBER DESIGNATES THE DISPLAY TYPE 1. REFER TO THE ARCHITECTURAL DRAWINGS FOR THE EXTENT OF THE DEMOLITION SCOPE OF WORK AND AREA. THE DEMOLITION PLANS INDICATE THE GENERAL INTENT AND ARE NOT INTENDED TO SHOW ALL ITEMS TO BE REMOVED OR RETAINED. THE TELECOMMUNICATIONS SCOPE MAY EXTEND BEYOND THE AREA DEFINED BY THE ARCHITECTURAL DEMOLITION LIMITS TO FULLY COMPLY WITH VARIOUS REQUIREMENTS OF THE CONTRACT DOCUMENTS. 2. THE TELECOMMUNICATIONS DEMOLITION PLANS ARE NOT INTENDED TO SHOW ALL ITEMS TO BE REMOVED OR RETAINED. DISCONNECT AND MAKE SAFE DEVICES AND EQUIPMENT LOCATED ON WALLS AND/OR CEILINGS TO BE REMOVED. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY OF ANY UNANTICIPATED HIDDEN CONDITIONS ENCOUNTERED DURING THE DEMOLITION. 3. PERFORM TELECOMMUNICATIONS DEMOLITION WORK AS SHOWN ON THE DRAWINGS AND AS SPECIFIED IN COOPERATION WITH THE OTHER TRADES AND AS SCHEDULED AND APPROVED BY THE OWNER'S REPRESENTATIVE. DISCONNECT AND MAKE SAFE ALL TELECOMMUNICATIONS CABLING IDENTIFIED FOR REMOVAL ON THE ELECTRICAL AND TELECOM PLANS. 4. THE LOCATIONS OF EXISTING EQUIPMENT INCLUDING CABLING, EQUIPMENT, CONDUITS, ETC ARE SHOWN IN AN APPROXIMATE WAY ONLY. VISIT THE SITE PRIOR TO SUBMISSION OF THE BIDS AND COMMENCEMENT OF WORK TO BECOME FAMILIAR WITH THE ACTUAL CONDITIONS AND EXTENT OF THE WORK. 5. OUTAGES CAUSED BY DEMOLITION THAT AFFECT OTHER AREAS SHALL BE HELD TO A MINIMUM. SHUTDOWNS SHALL BE COORDINATED WITH USERS AND THE OWNER. NIGHT, WEEKEND, AND/OR HOLIDAY TIME REQUIRED TO PERFORM TELECOMMUNICATIONS DEMOLITION WORK OR NEW TELECOMMUNICATIONS WORK SHALL BE CARRIED AS PART OF THE CONTRACT COST. 6. CIRCUIT TRACE AND LABEL ALL EXISTING HORIZONTAL AND BACKBONE CABLES WITHIN THE AREA OF DEMOLITION SCOPE PRIOR TO DISCONNECTION. ALL CIRCUITS WITHIN PATCH PANELS IDENTIFIED FOR REMOVAL SHALL BE TRACED AND LABELED TO ENSURE THAT NO AREA OUTSIDE THE DEMOLITION SCOPE LIMIT IS AFFECTED. THERE SHALL BE NO INTERRUPTION OF SERVICES OUTSIDE THE DEMOLITION AREA WITHOUT APPROVAL FROM THE OWNER'S REPRESENTATIVE. 7. DISCONNECT AND REMOVE ALL CONDUCTORS AND RACEWAYS TO THEIR POINTS OF ORIGIN WITHIN THE AREA OF DEMOLITION SCOPE. ITEMS IDENTIFIED FOR DEMOLITION SHALL NOT BE ABANDONED IN PLACE. RACEWAYS THAT ENTER MASONRY WALLS AND FLOORS SHALL BE CUT FLUSH AT THE SURFACE FOR PATCHING BY OTHERS. ALL PORTS ASSOCIATED WITH THE DEMOLITION SCOPE SHALL BE DISCONNECTED AND LABELED SPARE. 8. PROMPTLY REPAIR ANY DAMAGE CAUSED DURING/BY THE EXECUTION OF WORK. DAMAGE INCLUDES BUT IS NOT LIMITED TO DESTRUCTION OF ITEMS INTENDED TO REMAIN OR TO BE SALVAGED. 9. EXERCISE CARE WITH EQUIPMENT THAT IS TO BE RELOCATED OR TURNED OVER TO THE OWNER. EXAMINE THE EQUIPMENT BEFORE REMOVAL IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE TO DETERMINE ITS CONDITION. DELIVER OWNER-RETAINED EQUIPMENT TO AN ON-SITE LOCATION DESIGNATED BY THE OWNER AND OBTAIN ACKNOWLEDGMENT OF RECEIPT IN ORIGINAL CONDITION. 10. ALL ITEMS REMOVED SHALL BE OFFERED TO THE OWNER FOR SALVAGE. IF THE OWNER DOES NOT TAKE POSSESSION, DISPOSE OF THE ITEMS IN A SAFE AND LEGAL MANNER. ALL ITEMS CLASSIFIED AS HAZARDOUS SHALL BE DISPOSED AS HAZARDOUS WASTES AND A UNIFORM HAZARDOUS WASTE MANIFEST SHALL BE PROVIDED TO THE OWNER. 11. NOTIFY SERVICE PROVIDER COMPANIES IN ACCORDANCE WITH THEIR REQUIREMENTS PRIOR TO DEMOLITION. VERIFY THAT THE UTILITIES HAVE BEEN DISCONNECTED, CAPPED AND MADE SAFE PRIOR TO DEMOLITION. 12. ENSURE THE SAFE PASSAGE OF PERSONS IN AND AROUND THE BUILDING DURING DEMOLITION. PREVENT INJURY TO PERSONS AND DAMAGE TO PROPERTY. PROVIDE ADEQUATE SHORING AND BRACING TO PREVENT COLLAPSE. IMMEDIATELY REPAIR DAMAGED PROPERTY TO THE CONDITION BEFORE BEING DAMAGED. TAKE EFFECTIVE MEASURES TO PREVENT WINDBLOWN DUST. 13. ALL DEMOLITION SCOPE ASSOCIATED WITH LOW VOLTAGE SYSTEMS INCLUDING BUT NOT LIMITED TO TELEPHONE, DATA, PAGING, CATV, WIRELESS, ETC. SHALL BE INCLUDED IN THIS CONTRACT. AV •IT •SECURITY •ACOUSTICS 11301 West Olympic Blvd Suite 348 Los Angeles, CA 90064 213.412.4870 WWW.NV5.COM/TECH - 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:- 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION 12" = 1'-0" T001 TECHNOLOGY INFRASTRUCTURE LEGENDS AND NOTES CARLSBAD POLICE AND FIRE HEADQUARTERS RENOVATION Author CheckerISSUED FOR CONSTRUCTION 09.01.23 2560 ORION WAY CARLSBAD, CA 92010 ISSUE SHEET NUMBER SHEET DESCRIPTION20 2 3 - 0 7 - 2 8 B U I L D I N G P E R M I T S U B M I T T A L 0 2 C D S E T 20 2 3 - 0 6 - 3 0 9 0 % B U I L D I N G P E R M I T S U B M I T T A L C D S E T 20 2 3 - 0 5 - 2 6 9 0 % C O N S T R U C T I O N D O C U M E N T S 20 2 3 - 0 5 - 0 1 6 0 % C O N S T R U C T I O N D O C U M E N T S 20 2 3 - 0 4 - 2 4 6 0 % C D P R O G R E S S S E T ● ● ● ● ● T001 TECHNOLOGY INFRASTRUCTURE LEGENDS AND NOTES ● ● ● ● ● T002 TECHNOLOGY INFRASTRUCTURE LEGENDS AND LEGEND NOTES ● ● ● ● ● T203 TECHNOLOGY INFRASTRUCTURE PLAN - EOC WING ● ● ● ● ● T204 TECHNOLOGY INFRASTRUCTURE REFLECTED CEILING PLAN - EOC WING ● ● ● ● ● T205 TELECOM PLAN - EOC WING ● ● ● ● ● T401 TELECOM ENLARGED PLANS AND ELEVATIONS ● ● ● ● ● T501 AUDIOVISUAL INFRASTRUCTURE ROOM RISERS ● ● ● ● ● T601 TELECOM BUILDING RISER ● ● ● ● ● T602 TYPICAL TELECOM RISER ● ● T701 TECHNOLOGY INFRASTRUCTURE ELEVATIONS ● ● ● ● ● T801 TECHNOLOGY INFRASTRUCTURE DETAILS ● ● ● ● ● T901 TELECOM DETAILS ● ● ● ● ● T902 TELECOM DETAILS 06.30.23 BUILDING PERMIT SUBMITTAL 07.28.23 BUILDING PERMIT SUBMITTAL 02 09.01.23 ISSUED FOR CONSTRUCTION TECHNOLOGY LEGEND NOTES [A] FLOOR BOXES AND FLOOR PENETRATIONS: VERIFY EXACT LOCATION, COVER STYLE AND FINISH WITH ARCHITECT PRIOR TO INSTALLATION. PROVIDE ON-GRADE OR FIRE-RATED VERSION FLOOR BOXES AS REQUIRED. [B] F18(N1,P1) FLOOR BOX CONFIGURATION: WIREMOLD WALKER SYSTEM TBD [C] D7(P3) FLAT PANEL DISPLAY BOX CONFIGURATION: WIREMOLD EVOLUTION SERIES EFSB2 FLAT PANEL DISPLAY WALL BOX. VERIFY COVER COLOR WITH ARCHITECT PRIOR TO ORDERING. INCLUDED COMPONENTS: TUNNEL, DEVICE MODULE, STORAGE MODULE, TRIM FLANGE, AND DECORATIVE COVER. PROVIDE AS REQUIRED: POWER RECEPTACLES, COMMUNICATION JACKS, DEVICE PLATES, BLANK DEVICE PLATES, KNOCKOUT PLATES, AND OTHER ACCESSORIES AS NEEDED. CONFIGURE BOX ACCORDING TO DETAILS. [D] D8(N2,P2) FLAT PANEL DISPLAY BOX CONFIGURATION: WIREMOLD EVOLUTION SERIES EFSB4 FLAT PANEL DISPLAY WALL BOX. VERIFY COVER COLOR WITH ARCHITECT PRIOR TO ORDERING. INCLUDED COMPONENTS: TUNNEL, DEVICE MODULES, TRIM FLANGE, AND DECORATIVE COVER. PROVIDE AS REQUIRED: POWER RECEPTACLES, COMMUNICATION JACKS, DEVICE PLATES, BLANK DEVICE PLATES, KNOCKOUT PLATES, AND OTHER ACCESSORIES AS NEEDED. CONFIGURE BOX ACCORDING TO DETAILS. [E] TELECOM OUTLETS AND ASSOCIATED CONDUITS: CONDUIT MUST BE PROVIDED FOR ALL TELECOM JUNCTION BOXES. SEE THE "TELECOM TYPICAL CONDUIT RISER" FOR CONDUIT REQUIREMENTS BY TELECOM JUNCTION BOX TYPE. REFER TO THE TELECOM PLANS FOR THE LOCATIONS OF JUNCTION BOXES AND FLOOR BOXES, AND THE "TELECOM CABLING LEGEND" FOR OUTLET CONFIGURATION REQUIREMENTS. TELECOM CABLING, OUTLETS AND COVER PLATES PROVIDED BY THE STRUCTURED CABLING SYSTEMS CONTRACTOR. [F] POWER RECEPTACLES ADJACENT STANDARD TELECOM WALL OUTLETS: N4 STANDARD TELECOM WALL OUTLETS SHOULD HAVE A DUPLEX POWER RECEPTACLE LOCATED WITHIN 36" OF THE TELECOM WALL OUTLET. IDEALLY, THE TELECOM OUTLET BOX WILL BE MOUNTED TO ONE SIDE OF A STUD, AND THE POWER BOX TO THE OPPOSITE SIDE OF THE STUD. [G] POWER RECEPTACLES TECHNOLOGY SYSTEMS SUPPORTING POWER RECEPTACLES, INCLUDING THOSE WITHIN FLOOR BOXES, WALL BOXES, OR CEILING BOXES, ARE PROVIDED BY THE ELECTRICAL CONTRACTOR AND APPEAR ON THE ELECTRICAL DRAWINGS. REFER TO THE ELECTRICAL DRAWINGS FOR COMPLETE POWER LAYOUTS AND CIRCUITING DETAILS. THE TECHNOLOGY SYSTEMS SUPPORTING POWER RECEPTACLES APPEAR ON THE TECHNOLOGY INFRASTRUCTURE DRAWINGS FOR COORDINATION AND LOCATION PURPOSES. THE LOCATION OF TECHNOLOGY SYSTEMS SUPPORTING POWER RECEPTACLES IN RELATION TO OTHER TECHNOLOGY INFRASTRUCTURE MAY BE CRITICAL. AV •IT •SECURITY •ACOUSTICS 11301 West Olympic Blvd Suite 348 Los Angeles, CA 90064 213.412.4870 WWW.NV5.COM/TECH - 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:- 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION 12" = 1'-0" T002 TECHNOLOGY INFRASTRUCTURE LEGENDS AND LEGEND NOTES CARLSBAD POLICE AND FIRE HEADQUARTERS RENOVATION Author CheckerISSUED FOR CONSTRUCTION 09.01.23 2560 ORION WAY CARLSBAD, CA 92010 TYPE FUNCTION ENCLOSURE DIMENSIONS ENCLOSURE DESCRIPTION ENCLOSURE MAKE & MODEL MOUNTING STYLE REFERENCE DETAIL LEGEND NOTESSYM STYLE LENGTH WIDTH DEPTH F18 FLOOR FLOOR BOX W/ AV TELECOM AND POWER 9 5/16" 9 5/8" 3 1/2" FLOOR BOX WALKERCELL PK150 FURNITURE FEED COVER ASSEMBLY 6, 7/T902 A, B C1 WALL CAMERA PULL BOX 4 11/16" 4 11/16" 2 1/8" PULL BOX W/ RAISED TWO-DEVICE COVER RACO 258 259 OR 265 96" AFF - FLUSH (UNO)5/T801 - D7 WALL DISPLAY BOX W/ AV AND POWER 11 5/8" 11 1/4" 3 7/8" DISPLAY BOX WIREMOLD EFSB2 FLUSH (UNO) - REFER TO ROOM DISPLAY SCHEDULE AND ELEVATIONS 1, 2/T801 C D8 WALL DISPLAY BOX W/ AV TELECOM AND POWER 10 7/8" 11 1/4" 3 7/8" DISPLAY BOX WIREMOLD EFSB4 FLUSH (UNO) - REFER TO ROOM DISPLAY SCHEDULE AND ELEVATIONS 3, 4/T801 D TP2 WALL CONTROL PANEL 4 11/16" 4 11/16" 2 1/8" PULL BOX W/ RAISED TWO-DEVICE COVER RACO 258 259 OR 265 PER PROJECT STANDARD SWITCH HEIGHT - FLUSH (UNO) - REFER TO ARCH. DRAWINGS - - W3 WALL AV IO PANEL 4 1/2" 7 3/4" 2 1/2" PULL BOX W/ RAISED THREE-DEVICE COVER RACO 942 PER PROJECT STANDARD OUTLET HEIGHT - FLUSH (UNO) - REFER TO ARCH. DRAWINGS - - TECHNOLOGY JUNCTION BOX LEGEND TYPE FUNCTION ENCLOSURE DIMENSIONS ENCLOSURE DESCRIPTION ENCLOSURE MAKE & MODEL MOUNTING STYLE REFERENCE DETAIL LEGEND NOTESSYM STYLE LENGTH WIDTH DEPTH N1 FLOOR TELECOM OUTLET - FLOOR - - - FLOOR DEVICE INDICATED BY BOX NUMBER COORDINATE W/ ASSOCIATED FLOOR DEVICE INSTALL IN FLOOR DEVICE PER MFR DIRECTIONS 6, 7/T902 A, B, E N2 WALL TELECOM OUTLET - DISPLAY - - - WALL BOX INDICATED BY BOX NUMBER COORDINATE W/ ASSOCIATED DISPLAY BOX INSTALL IN DISPLAY BOX PER MFR DIRECTIONS 3, 4/T801 D, E N4 WALL TELECOM OUTLET - STANDARD 4 11/16" 4 11/16" 2 1/8" PULL BOX W/ RAISED ONE-DEVICE COVER RACO 258 259 OR 265 PER PROJECT STANDARD OUTLET HEIGHT - FLUSH (UNO) - REFER TO ARCH. DRAWINGS - E, F N6 WALL TELECOM OUTLET - ABOVE COUNTER 4 11/16" 4 11/16" 2 1/8" PULL BOX W/ RAISED ONE-DEVICE COVER RACO 258 259 OR 265 PER PROJECT STANDARD COUNTER OUTLET HEIGHT - FLUSH (UNO) - REFER TO ARCH. DRAWINGS - E, F N7 WALL TELECOM OUTLET - FURNITURE FEED FROM WALL 4 11/16" 4 11/16" 2 1/8" PULL BOX W/ RAISED ONE-DEVICE COVER RACO 258 259 OR 265 PER PROJECT STANDARD OUTLET HEIGHT - FLUSH (UNO) - REFER TO ARCH. DRAWINGS - E N8 WALL TELECOM OUTLET - IN FURNITURE 4 11/16" 4 11/16" 2 1/8" COORDINATE WITH FURNITURE -COORDINATE INSTALLATION WITH FURNITURE - E N11 WALL TELECOM OUTLET - SECURITY CAMERA 4 11/16" 4 11/16" 2 1/8" PULL BOX W/ RAISED ONE-DEVICE COVER RACO 258 259 OR 265 120" AFF - FLUSH - E N12 WALL TELECOM OUTLET - WALL-MOUNTED CLOCK 4 11/16" 4 11/16" 2 1/8" PULL BOX W/ RAISED ONE-DEVICE COVER RACO 258 259 OR 265 130" AFF - FLUSH - - N22-1 CEILING TELECOM OUTLET - AV DEVICE 4 11/16" 4 11/16" 2 1/8" PULL BOX W/ BLANK COVER RACO 258 259 OR 265 18" ABOVE ACCESSIBLE CEILING - E N23-3 CEILING TELECOM OUTLET - WAP 4 11/16" 4 11/16" 2 1/8" PULL BOX W/ RAISED ONE-DEVICE COVER RACO 258 259 OR 265 SUSPENDED FROM DECK - FLUSH WITH CEILING - - N24-2 CEILING TELECOM OUTLET - SECURITY CAMERA 4 11/16" 4 11/16" 2 1/8" PULL BOX W/ BLANK COVER RACO 258 259 OR 265 SURFACE MOUNT TO DECK - E N24-3 CEILING TELECOM OUTLET - SECURITY CAMERA 4 11/16" 4 11/16" 2 1/8" PULL BOX W/ RAISED ONE-DEVICE COVER RACO 258 259 OR 265 SUSPENDED FROM DECK - FLUSH WITH CEILING - E TECHNOLOGY TELECOM JUNCTION BOX LEGEND TYPE FUNCTION VOLTS AMPS NEMA DESCRIPTION ADDITIONAL REQUIREMENTS MOUNTING STYLE REFERENCE DETAIL LEGEND NOTESSYM STYLE P1 FLOOR POWER RECEPTACLE - FLOOR DEVICE 120 20 5-20R DUPLEX RECEPTACLE INSIDE FLOOR DEVICE -INSTALL IN FLOOR DEVICE PER MFR DIRECTIONS - A, B, G P2 WALL POWER RECEPTACLE - DISPLAY 120 20 5-20R DUPLEX RECEPTACLE INSIDE DISPLAY BOX -INSTALL IN DISPLAY BOX PER MFR DIRECTIONS 3, 4/T801 D, G P3 WALL POWER RECEPTACLE - DISPLAY 208 20 6-20R DUPLEX RECEPTACLE INSIDE DISPLAY BOX DEDICATED CIRCUIT INSTALL IN DISPLAY BOX PER MFR DIRECTIONS 1, 2/T801 C, G P4 WALL POWER RECEPTACLE - TECHNOLOGY 120 20 5-20R DUPLEX RECEPTACLE -PER PROJECT STANDARD OUTLET HEIGHT - FLUSH (UNO) - REFER TO ARCH. DRAWINGS - G P8 WALL POWER RECEPTACLE - TELECOM RACK 120 20 L5-20R TWIST-LOCK RECEPTACLE DEDICATED CIRCUIT MOUNT TO CABLE RUNWAY ABOVE EQUIPMENT RACK - - P16 WALL POWER CIRCUIT - ACCESS CONTROL PANEL 120 20 - HARDWIRED POWER CIRCUIT DIRECT TO ACCESS CONTROL PANEL DEDICATED CIRCUIT REFER TO PLANS & ELEVATIONS - G P17 WALL POWER RECEPTACLE - CONVENIENCE DUPLEX 120 20 5-20R DUPLEX RECEPTACLE -PER PROJECT STANDARD OUTLET HEIGHT - FLUSH (UNO) - REFER TO ARCH. DRAWINGS - G P18 WALL POWER RECEPTACLE - TELECOM RACK 208 30 L6-30R TWIST-LOCK RECEPTACLE DEDICATED CIRCUIT MOUNT TO CABLE RUNWAY ABOVE EQUIPMENT RACK - G TECHNOLOGY POWER LEGEND TYPE CAT6 CAT6A FIBER COAX REFERENCE DETAIL NOTES A 1 0 0 0 1/T902 DATA, BLUE CABLE/JACK B 2 0 0 0 1/T902 DATA, BLUE CABLE/JACK C 4 0 0 0 1/T902 DATA, BLUE CABLE/JACK E 0 0 0 0 1/T902 PASS-THRU/FURNITURE FEED G 0 2 0 0 1/T902 DATA, BLUE CABLE/JACK, DIRECT CONNECT J 2 0 0 0 1/T902 AUDIOVISUAL, WHITE CABLE/JACK K 4 0 0 0 1/T902 AUDIOVISUAL, WHITE CABLE/JACK L 6 0 0 0 1/T902 AUDIOVISUAL, WHITE CABLE/JACK TELECOM CABLING LEGEND TYPE NOMINAL IMAGE DIAGONAL NOMINAL CASE SIZE NOMINAL WEIGHT BACKING HEIGHT (H) WIDTH (W) DEPTH (D) HEIGHT (H) WIDTH (W) 1 55" 29" 50" 4" 60 24" 48" 2 65" 34" 59" 4" 77 24" 48" 3 75" 39" 67" 4" 113 36" 64" 4 135" 66 7/16" 118 1/8" 2" 450 72" 120" DISPLAY TYPE LEGEND ALL DIMENSIONS IN INCHES / WEIGHT IN POUNDS NOTES: 1. SEE THE ROOM DISPLAY SCHEDULE ON THIS SHEET FOR LOCATIONS. 2. BACKING, JUNCTION BOXES, CONDUIT AND ELECTRICAL BY GENERAL CONTRACTOR. 3. DISPLAY, DISPLAY MOUNT AND CABLING PROVIDED BY AV CONTRACTOR. 4. DISPLAY IMAGE DIAGONAL, CASE SIZE AND WEIGHT ARE PROVIDED TO ESTABLISH THE APPROPRIATE BACKING REQUIREMENTS. THESE SIZES ARE SUBJECT TO CHANGE. ALL DIMENSIONS IN INCHES ROOM NUMBER DISPLAY QTY DISPLAY TYPE ELEV AFF OC 101 2 1 66" 105 2 2 60" 106 2 3 120" 106 2 4 93" 107 1 2 60" 109 1 1 60" ROOM DISPLAY SCHEDULE FLAT PANEL DISPLAY MOUNTING STYLE DETAILS REFER TO THE PROJECTOR & DISPLAY MOUNTING STYLE LEGEND FOR MORE INFORMATION. 06.30.23 BUILDING PERMIT SUBMITTAL 07.28.23 BUILDING PERMIT SUBMITTAL 02 09.01.23 ISSUED FOR CONSTRUCTION +2 5 +2 5 45.5" WS EXIST'G TB PER CLIENT +2 5 +2 5 45.5" WS EXIST'G TB PER CLIENT 10 11 12 13 G H J K L 14 15 16 T401 1 WOMENWOMEN E174 MENMEN E173 E.O.C. DIRECTORE.O.C. DIRECTOR 109 VESTIBULEVESTIBULE E103 E.O.C.E.O.C. 106 CONFERENCE ROOM CONFERENCE ROOM 105 ELECT.ELECT. E108 MENMEN E105 RECORDSRECORDS 109 HALLWAYHALLWAY E172 CONFERENCE ROOM CONFERENCE ROOM 107 ENTRYENTRY 100 WOMENWOMEN E104 RECORDS SUPERVISOR RECORDS SUPERVISOR 110 OFFICEOFFICE 104 CUST.CUST. E187 LOBBYLOBBY E101 AV/ITAV/IT 108 COMMUNITY RISKCOMMUNITY RISK 102 OFFICEOFFICE 103 1 D8(N2,P2) D8(N2,P2) 1 D8(N2,P2)W3 TP2 2 D8(N2,P2)D8(N2,P2) 22 D7(P3) D7(P3) D7(P3) D7(P3) 4 4 TP2 TP2 W3 W3 P4 P4 N4 N4 N4 N4 N8N8N8 N8 N8 N8 N8 N8 N8 N8 N8 N7 N7 N7 N7 N4 N4 N4 N4 P4 N4 N4 N4 N4 N4 N4 N4 N11 N11 C1 C1 N4 N6 P4 RISER 4 T501 RISER 1 T501 RISER 2 T501 RISER 3 T501 RISER 5 T501 N11 N7 N7 N7 CONDUIT CLOSETCONDUIT CLOSET 110 N7 N7 D8(N2,P2)1 3 3 D8(N2,P2) D8(N2,P2) @120" A.F.F. T401 3 W3 N8 18" WIDE, 2 1/2" DEEP WALKER TRENCHDUCT TRENCH F18(N1,P1) HALLWAYHALLWAY 101 W3 F18(N1,P1) N4 N4 N4 N4 N12 N12 @96" A.F.F. N4 N4 N8 N8 N8 N8 N8 N8 N8 F18(N1,P1) N8 N8 N8 N8 N8 N8 N8 F18(N1,P1) N8 N8 N8 N8 N8 N8 N8 F18(N1,P1) N8 N8 N8 N8 N8 N8 N8N8 F18(N1,P1) N8 N8 N8N8 F18(N1,P1) N8 N8 N8N8 N8N8N8 N8 N4 T701 6 T701 4 T701 1 T701 7 T7015 T701 3 N11 T701 2 D8(N2,P2) D8(N2,P2) P4 AV •IT •SECURITY •ACOUSTICS 11301 West Olympic Blvd Suite 348 Los Angeles, CA 90064 213.412.4870 WWW.NV5.COM/TECH - 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:- 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION 1/8" = 1'-0" T203 TECHNOLOGY INFRASTRUCTURE PLAN - EOC WING CARLSBAD POLICE AND FIRE HEADQUARTERS RENOVATION Author CheckerISSUED FOR CONSTRUCTION 09.01.23 2560 ORION WAY CARLSBAD, CA 92010 1/8" = 1'-0"T203 1 TECHNOLOGY INFRASTRUCTURE PLAN - EOC WING 06.30.23 BUILDING PERMIT SUBMITTAL 07.28.23 BUILDING PERMIT SUBMITTAL 02 09.01.23 ISSUED FOR CONSTRUCTION 10 11 12 13 G H J K L 14 15 16 WOMENWOMEN E174 MENMEN E173 E.O.C. DIRECTORE.O.C. DIRECTOR 109 VESTIBULEVESTIBULE E103 E.O.C.E.O.C. 106 E.O.C.E.O.C. 106 CONFERENCE ROOM CONFERENCE ROOM 105 ELECT.ELECT. E108 MENMEN E105 RECORDSRECORDS 109 HALLWAYHALLWAY E172 CONFERENCE ROOM CONFERENCE ROOM 107 ENTRYENTRY 100 WOMENWOMEN E104 RECORDS SUPERVISOR RECORDS SUPERVISOR 110 OFFICEOFFICE 104 CUST.CUST. E187 LOBBYLOBBY E101 AV/ITAV/IT 108 COMMUNITY RISKCOMMUNITY RISK 102 OFFICEOFFICE 103 T401 1 S SS SS S S S S S S S S S SS S SS S SS S SS S S (2) 4" CONDUITS N24-3 N24-3 N24-3 N24-2 (2) 4" CONDUITS T401 3 N23-3 N23-3 N23-3 HALLWAYHALLWAY 101 12 " x 4 " C A B L E B A S K E T 12"x4" CABLE BASKET 12"x4" CABLE BASKET 12 " x 4 " C A B L E B A S K E T N22-1 N22-1 N22-1 N22-1 N22-1 N24-3 (2) 4" CONDUITS (2) 4" CONDUITS AV •IT •SECURITY •ACOUSTICS 11301 West Olympic Blvd Suite 348 Los Angeles, CA 90064 213.412.4870 WWW.NV5.COM/TECH - 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:- 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION 1/8" = 1'-0" T204 TECHNOLOGY INFRASTRUCTURE REFLECTED CEILING PLAN -EOC WING CARLSBAD POLICE AND FIRE HEADQUARTERS RENOVATION Author CheckerISSUED FOR CONSTRUCTION 09.01.23 2560 ORION WAY CARLSBAD, CA 92010 1/8" = 1'-0"T204 1 TECHNOLOGY INFRASTRUCTURE REFLECTED CEILING PLAN - EOC WING 06.30.23 BUILDING PERMIT SUBMITTAL 07.28.23 BUILDING PERMIT SUBMITTAL 02 09.01.23 ISSUED FOR CONSTRUCTION +2 5 +2 5 45.5" WS EXIST'G TB PER CLIENT +2 5 +2 5 45.5" WS EXIST'G TB PER CLIENT 10 11 12 13 G H J K L 14 15 16 WOMENWOMEN E174 MENMEN E173 E.O.C. DIRECTORE.O.C. DIRECTOR 109 VESTIBULEVESTIBULE E103 E.O.C.E.O.C. 106 CONFERENCE ROOM CONFERENCE ROOM 105 ELECT.ELECT. E108 MENMEN E105 RECORDSRECORDS 109 HALLWAYHALLWAY E172 CONFERENCE ROOM CONFERENCE ROOM 107 ENTRYENTRY 100 WOMENWOMEN E104 RECORDS SUPERVISOR RECORDS SUPERVISOR 110 OFFICEOFFICE 104 CUST.CUST. E187 LOBBYLOBBY E101 AV/ITAV/IT 108 COMMUNITY RISKCOMMUNITY RISK 102 OFFICEOFFICE 103 N2J N2K N2K N2KN2K T401 1 N4C N4C N4C N4C N8BN8BN8B N8B N8B N8B N8B N8B N8B N8B N8B N7E N7E N7E N7E N4C N4C N4B N4C CONDUIT CLOSETCONDUIT CLOSET 110 N11A N11A N24-3A N24-3A N24-3A N24-2A N6C N11A N7E N7E N7E N7E N7E N2J N2J N2J T401 3 N23-3G N23-3G N23-3G N8B N1E HALLWAYHALLWAY 101 N22-1B N22-1A N4L N4K N4L N4L N4L N4L N4L N4L N1E N4B N4B N4L N4K N22-1J N22-1J N22-1J N12J N12J N4B N4B N8B N8B N8B N8B N8B N8B N8B N1E N8B N8B N8B N1E N8B N8B N8B N8B N8B N8B N8B N1E N8B N8B N8B N8B N8B N8B N8BN8BN1E N8B N1E N8B N8B N8BN8B N8BN8BN8B N8L N4B N8B N8B N8B N8B N8B N8BN8B N24-3A N11A N2J N2J AV •IT •SECURITY •ACOUSTICS 11301 West Olympic Blvd Suite 348 Los Angeles, CA 90064 213.412.4870 WWW.NV5.COM/TECH - 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:- 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION 1/8" = 1'-0" T205 TELECOM PLAN -EOC WING CARLSBAD POLICE AND FIRE HEADQUARTERS RENOVATION Author CheckerISSUED FOR CONSTRUCTION 09.01.23 2560 ORION WAY CARLSBAD, CA 92010 1/8" = 1'-0"T205 1 TELECOM PLAN - EOC WING 06.30.23 BUILDING PERMIT SUBMITTAL 07.28.23 BUILDING PERMIT SUBMITTAL 02 09.01.23 ISSUED FOR CONSTRUCTION CL CABINET-1 CABINET-2 CABINET-3 P18 P18 P18 P18 P18 P18 48 PORT PATCH PANEL HORIZONTAL CABLE MANAGER 48 PORT PATCH PANEL 48 PORT PATCH PANEL 48 PORT PATCH PANEL HORIZONTAL CABLE MANAGER 48 PORT PATCH PANEL HORIZONTAL CABLE MANAGER 48 PORT PATCH PANEL HORIZONTAL CABLE MANAGER BLANK FILLER PANEL 110 TIE DOWN PANEL FIBER OPTIC PANEL HORIZONTAL CABLE MANAGER BLANK FILLER PANEL HORIZONTAL CABLE MANAGER HORIZONTAL CABLE MANAGER UPS UPS UPS UPS TO BE CONNECTED TO THE EMERGENCY POWER SUPPLY L6-30R MOUNTED ON LADDER RACK AT TOP OF CABINET(TYPICAL). WIFI AND SECURITY PANEL 63" CABINET-1 CABINET-2 CABINET-3 T401 2 P17 P17 P17 12"W CABLE RUNWAY @ 91" AFF (TYP) CPI ZETAFRAME CABINET (TYP) 3/4" PLYWOOD BACKBOARD SHEETS MOUNTED VERTICALLY @ 8" AFF (TYP) (2) 4" CONDUITS GROUND BUSBAR @ 86" AFF P18 P18 P18 P18 P18 P18 RESERVED FOR FUTURE AV CABINET P18 P18 18"W VERTICAL CABLE RUNWAYS 36" 41" 8" 92" RELOCATED SECURITY ACP P16 TELECOM AREA TIE-DOWN TELECOM 110 TERMINAL BLOCK TO BE CABLED TO CABINET 110 CROSS CONNECT WALKERCELL BOOT RISER 3" CONDUIT TO ROOF WITH WEATHERHEAD. P8 P8 P8 WALKER TRENCHDUCT SWEEP VERTICAL RISER T4014 12"W CABLE RUNWAY @ 91" AFF (TYP) ELECTRICIAN TO PROVIDE AND INSTALL (2) 4" CONDUIT SLEEVES 3/4" PLYWOOD BACKBOARD SHEETS MOUNTED VERTICALLY @ 8" AFF (TYP) EXISTING (2) 4" CONDUITS TO EXISTING MDF EXISTING 2" CONDUIT 12"W VERTICAL CABLE RUNWAY 12"W VERTICAL CABLE RUNWAY ELECTRICIAN TO PROVIDE AND INSTALL (2) 4" CONDUIT SLEEVES 12"W VERTICAL CABLE RUNWAY (2) 4" CONDUITS TO EXISTING MDF 2" CONDUIT (2) 12"W VERTICAL CABLE RUNWAYS 3/4" PLYWOOD BACKBOARD SHEETS MOUNTED VERTICALLY @ 8" AFF (TYP) 12"W CABLE RUNWAY @ 91" AFF (TYP) (2) 4" CONDUITS (2) 4" CONDUITS EXISTING SATELLITE BASE STATION SYSTEM TO BE TAGGED AND SECURED FROM DAMAGE IN PLACE. DEMO: EXISTING FIBER BACKBONE TO BE REPLACED, REPLACE, AND RE-TERMINATED IN THE NEW IDF ROOM 108. EXISTING SECURITY ACP TO RE-TERMINATED IN IDF 108. ELECTRICIAN TO PROVIDE AND INSTALL 4" CONDUIT ROOF PENETRATION TO NEMA 4 RATED JUNCTION BOX. 32"x32" LOW VOLTAGE PULL BOX AV •IT •SECURITY •ACOUSTICS 11301 West Olympic Blvd Suite 348 Los Angeles, CA 90064 213.412.4870 WWW.NV5.COM/TECH - 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:- 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION As indicated T401 TELECOM ENLARGED PLANS AND ELEVATIONS CARLSBAD POLICE AND FIRE HEADQUARTERS RENOVATION Author CheckerISSUED FOR CONSTRUCTION 09.01.23 2560 ORION WAY CARLSBAD, CA 92010 3/4" = 1'-0"T401 2 IDF E182 - RACK ELEVATION 1/2" = 1'-0"T401 1 IDF E182 1/2" = 1'-0"T401 3 CONDUIT CLOSET 110 3/4" = 1'-0"T401 4 CONDUIT CLOSET 110 - WALL ELEVATION 06.30.23 BUILDING PERMIT SUBMITTAL 07.28.23 BUILDING PERMIT SUBMITTAL 02 09.01.23 ISSUED FOR CONSTRUCTION FLOOR CEILING STRUCTURE STRUCTURE CEILING FLOOR N A A A A FLOOR CEILING STRUCTURE STRUCTURE CEILING FLOOR N A A A A FLOOR CEILING STRUCTURE STRUCTURE CEILING FLOOR N A A A A FLOOR CEILING STRUCTURE STRUCTURE CEILING FLOOR N A A FLOOR CEILING STRUCTURE STRUCTURE CEILING FLOOR N A A A A A D8(N2,P2) FLAT PANEL DISPLAY (1) 1-1/4" C (1) 1-1/4" C TO AV/IT 108 STUB TO ABOVE CABLE RUNWAY (1) 1" C CONTROL PANEL TP2 W3 WALL PLATE (TYP. 1 OF 2) (2) 1" C D8(N2,P2) FLAT PANEL DISPLAY (1) 1-1/4" C (1) 1-1/4" C TO AV/IT 108 STUB TO ABOVE CABLE RUNWAY (1) 1" C CONTROL PANEL TP2 W3 WALL PLATE (2) 1" C D8(N2,P2) FLAT PANEL DISPLAY (TYP. 1 OF 2) (1) 1-1/4" C (1) 1-1/4" C TO COMMUNITY RISK 102 STUB TO ABOVE CABLE RUNWAY (1) 1" C CONTROL PANEL TP2 W3 WALL PLATE (2) 1" C TO AV/IT 108 STUB TO ABOVE CABLE RUNWAY D8(N2,P2) FLAT PANEL DISPLAY (TYP. 1 OF 2) (1) 1-1/4" C D8(N2,P2) FLAT PANEL DISPLAY (TYP. 1 OF 2) (1) 1-1/4" C (4) 2" C TO AV/IT 108 STUB TO ABOVE CABLE RUNWAY (2) 1" C D7P3) FLAT PANEL DISPLAY (TYP. 1 OF 4) (1) 1-1/4" C W3 WALL PLATE (1) 1" C CAMERA (TYP. 1 OF 2) C1 AV •IT •SECURITY •ACOUSTICS 11301 West Olympic Blvd Suite 348 Los Angeles, CA 90064 213.412.4870 WWW.NV5.COM/TECH - 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:- 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION 3/4" = 1'-0" T501 AUDIOVISUAL INFRASTRUCTURE ROOM RISERS CARLSBAD POLICE AND FIRE HEADQUARTERS RENOVATION Author CheckerISSUED FOR CONSTRUCTION 09.01.23 2560 ORION WAY CARLSBAD, CA 92010 3/4" = 1'-0"T501 1 E.O.C. DIRECTOR 108 3/4" = 1'-0"T501 2 CONFERENCE ROOM 106 3/4" = 1'-0"T501 3 CONFERENCE ROOM 104 3/4" = 1'-0"T501 4 HALLWAY E176 3/4" = 1'-0"T501 5 E.O.C.-1 105-1 06.30.23 BUILDING PERMIT SUBMITTAL 07.28.23 BUILDING PERMIT SUBMITTAL 02 09.01.23 ISSUED FOR CONSTRUCTION 4 EXISTING MAIN TELECOM (MDF)AV/IT 108 (IDF) 5 5 5 1 1 7 2 5 DESIGNATION CABLE TYPE CABLE CONFIGURATION 1 2 4 5 6 7 (24) FOSM, MDF TO IDF 25 - PAIR CAT. 3 COPPER, MDF TO IDF 1. ALL CABLE BASKET AND CONDUIT FOR TELECOM SHALL BE FURNISHED AND INSTALLED BY DIVISION 26. 2. TELECOM BONDING BACKBONE (TBB) CONDUCTORS SHALL BE AS SIZED BY THE ELECTRICAL ENGINEER AND SHALL BE FURNISHED AND INSTALLED BY DIVISION 26. 3. 6 AWG TBB CONDUCTORS SHALL BE FURNISHED AND INSTALLED BY DIVISION 27. INDIVIDUAL "HOME" RUNS SHALL BE MADE FROM THE TMGB/TGB TO EACH OPEN FRAME EQUIPMENT RACK. RACKS SHALL NOT BE DAISY CHAINED. 4. CABLE RUNWAY WITHIN MDF AND TELECOM ROOM SPACES SHALL BE FURNISHED AND INSTALL BY DIVISION 27. 6 AWG GROUND CONDUCTORS SHALL BE FURNISHED AND INSTALLED BY DIVISION 27. EACH CABLE RUNWAY ASSEMBLY SHALL HAVE A MINIMUM OF ONE "HOME" RUN BACK TO THE TGB. ALL CONTIGUOUS CABLE RUNWAY SEGMENTS SHALL BE BONDED TOGETHER USING 6 AWG STRAPS AND GROUNDED ACCORDING TO SPECIFICATIONS. COPPER OPTICAL FIBER SERVICE ENTRANCE (NOT IN CONTRACT) UNPROTECTED COPPER, SERVICE ENTRANCE (NOT IN CONTRACT) OPTICAL COPPER 6 AWG STRANDED GROUND CONDUCTOR BY DIVISION 27 (WITHIN MDF AND TELE/DATA SPACES) TELECOM BONDING BACKBONE (TBB) INCLUDING ASSOCIATED PATHWAYS BY DIVISION 26COPPER COPPER 3 COPPER 25 - PAIR CAT. 3 COPPER, PRIMARY PROTECTION TO 110 CROSSCONNECT 67 5 5 5 3 4 BUILDING RISER CABLE SCHEDULE BUILDING RISER GENERAL NOTES 4 INCOMING SERVICES (EXISTING) 02 SECOND FLOOR 01 FIRST FLOOR 02 SECOND FLOOR 01 FIRST FLOOR OPTICAL OPTICAL TGB OPTICALCOPPER TMGB COPPER110 (2) 4" CONDUITS (EXISTING) 6 7 ROOM NEXT TO MDFRISER CLOSET 4" CONDUIT TO ROOF WITH WEATHERPROOF NEMA RATED JUNCTION BOX AV •IT •SECURITY •ACOUSTICS 11301 West Olympic Blvd Suite 348 Los Angeles, CA 90064 213.412.4870 WWW.NV5.COM/TECH - 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:- 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION 1/4" = 1'-0" T601 TELECOM BUILDING RISER CARLSBAD POLICE AND FIRE HEADQUARTERS RENOVATION Author CheckerISSUED FOR CONSTRUCTION 09.01.23 2560 ORION WAY CARLSBAD, CA 92010 1/4" = 1'-0"T601 1 TELECOM BUILDING RISER 06.30.23 BUILDING PERMIT SUBMITTAL 07.28.23 BUILDING PERMIT SUBMITTAL 02 09.01.23 ISSUED FOR CONSTRUCTION FLOOR CEILING STRUCTURE STRUCTURE CEILING FLOOR N N A N N N A A N N NN N (1) 1-1/4" C (1) 2" C (1) 1" C (1) 1" C N24-3 N2 AV WALL BOX (FLAT PANEL DISPLAY) SECURITY CAMERA(1) 1" C SECURITY CAMERA (1) 1" C SECURITY CAMERA D8(N2,P2) N11 N24-2 N4 STANDARD FURNITURE FEED N7 INDIVIDUAL CONDUITS TO NEAREST TELECOM CABLE BASKET OR FLOOR DUCT F18(N1,P1) WALKERCELL FLOOR BOX IN FURNITURE N8 LEGRAND TRENCHDUCT/WALKERCELL N1 (1) 1-1/4" C N6 ABOVE COUNTER AV •IT •SECURITY •ACOUSTICS 11301 West Olympic Blvd Suite 348 Los Angeles, CA 90064 213.412.4870 WWW.NV5.COM/TECH - 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:- 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION 3/4" = 1'-0" T602 TYPICAL TELECOM RISER CARLSBAD POLICE AND FIRE HEADQUARTERS RENOVATION Author CheckerISSUED FOR CONSTRUCTION 09.01.23 2560 ORION WAY CARLSBAD, CA 92010 3/4" = 1'-0"T602 1 TELECOM TYPICAL CONDUIT RISER 06.30.23 BUILDING PERMIT SUBMITTAL 07.28.23 BUILDING PERMIT SUBMITTAL 02 09.01.23 ISSUED FOR CONSTRUCTION D8(N2,P2) 1 N4 50" 66" 126" 74" D8(N2,P2) 1 D8(N2,P2) 2 N4 W3 P4 TP2 D8(N2,P2) 2 55"59"58" 60"30"30" 46" C1 N4 W3 4 D7(P3) D7(P3) D7(P3) D7(P3) 4 N12 P4 N4 N6 N4 23"23"23"23" 102" 159"119"193" 93" 111" P4 120" 200"67"205" 55" D8(N2,P2) 3 N12D8(N2,P2) 3 2 D8(N2,P2) W3 P4N4 TP2 34" 66"49" 60" 1 D8(N2,P2) N4 W3 P4 TP2 63"75" 37" 60" AV •IT •SECURITY •ACOUSTICS 11301 West Olympic Blvd Suite 348 Los Angeles, CA 90064 213.412.4870 WWW.NV5.COM/TECH - 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:- 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION 3/8" = 1'-0" T701 TECHNOLOGY INFRASTRUCTURE ELEVATIONS CARLSBAD POLICE AND FIRE HEADQUARTERS RENOVATION Author CheckerISSUED FOR CONSTRUCTION 09.01.23 2560 ORION WAY CARLSBAD, CA 92010 3/8" = 1'-0"T701 1 HALLWAY 101 - EAST 3/8" = 1'-0"T701 2 HALLWAY 101 - SOUTH 3/8" = 1'-0"T701 3 CONFERENCE ROOM 105 3/8" = 1'-0"T701 4 E.O.C. 106 - EAST 3/8" = 1'-0"T701 5 E.O.C. 106 - WEST 3/8" = 1'-0"T701 6 CONFERENCE ROOM 107 3/8" = 1'-0"T701 7 E.O.C. DIRECTOR 109 06.30.23 BUILDING PERMIT SUBMITTAL 07.28.23 BUILDING PERMIT SUBMITTAL 02 09.01.23 ISSUED FOR CONSTRUCTION 11 1/4" NOTES: 1. BOX IS SUPPLIED WITH (1) 3/4, 1-1/4" KNOCKOUT PLATES AND (1) 2" KNOCKOUT PLATES. ADDITIONAL KNOCKOUT PLATES SHALL BE ORDERED AS NECESSARY TO MEET THE CONDUIT REQUIREMENTS FROM THE AUDIOVISUAL INFRASTRUCTURE ROOM RISERS AND THE TELECOM TYPICAL CONDUIT RISER. TELECOM POWER AV 11 5/8" KO TRADE SIZE LOCATION QTY. 1 1", 2"1BOTTOM KNOCKOUT CHART BOTTOM 2"1TOP 3/4", 1-1/4"1TOP 3/4"1TOP 3/4", 1-1/4" 3 7/8" COVER SHOWN IN PHANTOM STEEL OR WOOD STUDS WIREMOLD EVOLUTION EFSC COVER ASSY. WIREMOLD EVOLUTION EFSB2 ASSY. [D7(N2,P3)] STEEL OR WOOD STUDS STEEL OR WOOD BACKING, SIZED PER THE DISPLAY TYPE LEGEND AND TO SUPPORT THE WEIGHT SHOWN WITH A x5 SAFETY FACTOR. THE BACKING SHALL SPAN A MINIMUM OF 3 STUD CAVITIES. NOTES: 1. BACKING CENTERED AT LOCATION OF FLAT PANEL DISPLAY. 2. ALWAYS SPAN BETWEEN AT LEAST THREE STUD CAVITIES. 3. SEE PARTITION TYPES FOR STUD SIZE AND MATERIAL. 4. VERIFY LOCATIONS OF BACKING WITH PLANS & ROOM ELEVATIONS. 5. FLAT PANEL DISPLAYS AND MOUNTING BRACKETS BY AV CONTRACTOR. TELECOM COMPARTMENT [N2] POWER COMPARTMENT [P3] AV COMPARTMENT 11 1/4" NOTES: 1. BOX IS SUPPLIED WITH (2) 3/4, 1-1/4" KNOCKOUT PLATES AND (2) 2" KNOCKOUT PLATES. ADDITIONAL KNOCKOUT PLATES SHALL BE ORDERED AS NECESSARY TO MEET THE CONDUIT REQUIREMENTS FROM THE AUDIOVISUAL INFRASTRUCTURE ROOM RISERS AND THE TELECOM TYPICAL CONDUIT RISER. POWER TELECOM AV AV 10 7/8" KO TRADE SIZE LOCATION QTY. 1 1BOTTOM KNOCKOUT CHART BOTTOM 2"1TOP 3/4", 1-1/4"1TOP 3/4"1TOP 3 7/8" 1BOTTOM 2" 3/4", 1-1/4" 3/4" COVER SHOWN IN PHANTOM STEEL OR WOOD STUDS WIREMOLD EVOLUTION EFSC COVER ASSY. POWER COMPARTMENT [P2] TELECOM COMPARTMENT [N2] WIREMOLD EVOLUTION EFSB4 ASSY. [D8(N2,P2)] AV COMPARTMENTS STEEL OR WOOD STUDS STEEL OR WOOD BACKING, SIZED PER THE DISPLAY TYPE LEGEND AND TO SUPPORT THE WEIGHT SHOWN WITH A x5 SAFETY FACTOR. THE BACKING SHALL SPAN A MINIMUM OF 3 STUD CAVITIES. NOTES: 1. BACKING CENTERED AT LOCATION OF FLAT PANEL DISPLAY. 2. ALWAYS SPAN BETWEEN AT LEAST THREE STUD CAVITIES. 3. SEE PARTITION TYPES FOR STUD SIZE AND MATERIAL. 4. VERIFY LOCATIONS OF BACKING WITH PLANS & ROOM ELEVATIONS. 5. FLAT PANEL DISPLAYS AND MOUNTING BRACKETS BY AV CONTRACTOR. JUNCTION BOX [J#] STEEL OR WOOD STUDS NOTES: 1. BACKING TO SPAN AT LEAST 1 STUD CAVITY. 2. SEE ARCHITECTURAL DRAWINGS FOR STUD SIZE AND TYPE. 3. VERIFY LOCATIONS OF BACKING PLATES WITH TECHNOLOGY DRAWINGS. 18"H x 16"W MIN STEEL OR WOOD BACKING SPAN AT LEAST 1 STUD CAVITY 1 '-4 " M A X . 4 " M A X . CUT AND BEND FLANGES @ STUDS MIN 6"x16 GA. UNPUNCHED STEEL TRACK W/ MIN 2" FLANGES ONE PIECE ON MIN. OF 3 STUDS. EXTEND BACKING ONE STUD BAY BEYOND EDGE OF CABINET OR EQUIP. 3 #10 S.M.S. EACH STUD STUDS PER PLAN (16 GA. MIN) NOTE: NOTCHING OR CUTTING OF BACKING TRACK IS NOT PERMITTED EXCEPT AROUND WALL STUD FLANGES. TRACK FLANGES SHALL NOT BE CUT MORE THAN 1/2" WIDER THAN WIDTH OF WALL STUDS. 1'-4 " M A X . AV •IT •SECURITY •ACOUSTICS 11301 West Olympic Blvd Suite 348 Los Angeles, CA 90064 213.412.4870 WWW.NV5.COM/TECH - 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:- 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION As indicated T801 TECHNOLOGY INFRASTRUCTURE DETAILS CARLSBAD POLICE AND FIRE HEADQUARTERS RENOVATION Author CheckerISSUED FOR CONSTRUCTION 09.01.23 2560 ORION WAY CARLSBAD, CA 92010 3" = 1'-0"T801 1 WIREMOLD EVOLUTION EFSB2 FLAT PANEL DISPLAY WALL BOX 1" = 1'-0"T801 2 WIREMOLD EVOLUTION EFSB2 FLAT PANEL DISPLAY AND WALL BOX BACKING 3" = 1'-0"T801 3 WIREMOLD EVOLUTION EFSB4 FLAT PANEL DISPLAY WALL BOX 1" = 1'-0"T801 4 WIREMOLD EVOLUTION EFSB4 FLAT PANEL DISPLAY AND WALL BOX BACKING 1" = 1'-0"T801 5 WALL MOUNTED JUNCTION BOX BACKING 2" = 1'-0"T801 6 DESK MOUNTED PANIC BUTTON 06.30.23 BUILDING PERMIT SUBMITTAL 07.28.23 BUILDING PERMIT SUBMITTAL 02 09.01.23 ISSUED FOR CONSTRUCTION 2 4 5 3 1 QTY. 1 2 2 4 4 DESCRIPTION GROUND BAR WALL MOUNTING BRACKET INSULATOR 5/8-11 x 1" HHCS LOCK WASHER ITEM 1 2 3 4 5 6" (TYP.) CABLE RUNWAY AV/IT 108 90" 4" SLEEVE CABLE BASKET ACCESSIBLE CEILING 6" (TYP.) 4" SLEEVE CABLE BASKET ACCESSIBLE CEILING CONDUIT BUSHING (TYP) CABLE BASKET 3/8" THREADED ROD TRIANGULAR SUPPORT BRACKET -AS REQUIRED SEE DETAIL 8/T901 LINER FOR OPEN CEILING AREAS UNISTRUT P-1000 SERIES CHANNEL CABLE BASKET 5/16-18 x 2 1/4" J-BOLT W/ 5/16-18 HEX NUTS AND LOCK WASHERS 4" CONDUITS CONDUIT BUSHING (TYP) CABLE BASKET CANTILEVER BRACKET AS REQUIRED P1000 UNISTRUT TRANSVERSE AND/OR LONGITUDINAL BRACE @ 10'-0" OC 150LB MAX 3/8" THREADED ROD HANGER LADDER (FLANGE IN) 6" MAX 4" CONDUITS CONDUIT BUSHING (TYP) P1000 UNISTRUT TRANSVERSE AND/OR LONGITUDINAL BRACE @ 10'-0" OC 150LB MAX 3/8" THREADED ROD HANGER GYP WALLBOARD METAL STUD CABLE BASKET NOTES: 1. TRIANGULAR SUPPORT BRACKET SPACING 5' OC. TRIANGULAR SUPPORT BRACKET (3) #10 PAN HEAD S.M.S. BACKING STUDS AV •IT •SECURITY •ACOUSTICS 11301 West Olympic Blvd Suite 348 Los Angeles, CA 90064 213.412.4870 WWW.NV5.COM/TECH - 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:- 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION As indicated T901 TELECOM DETAILS CARLSBAD POLICE AND FIRE HEADQUARTERS RENOVATION Author CheckerISSUED FOR CONSTRUCTION 09.01.23 2560 ORION WAY CARLSBAD, CA 92010 NTST901 4 GROUNDING BUSBAR NTST901 1 THRU WALL SECTION (CABLE RUNWAY / CABLE BASKET) NTST901 2 THRU WALL SECTION (CABLE BASKET / CABLE BASKET) NTST901 3 SUPPORT - SINGLE CABLE BASKET NTST901 5 WALL MOUNTING ANGLE - CABLE BASKET NTST901 6 TRANSITION - CABLE BASKET TO CONDUIT NTST901 7 TRANSITION - LADDER (FLANGE IN) TO CONDUIT NTST901 8 TRIANGULAR SUPPORT BRACKET - CABLE BASKET (METAL STUD BACKING) 06.30.23 BUILDING PERMIT SUBMITTAL 07.28.23 BUILDING PERMIT SUBMITTAL 02 09.01.23 ISSUED FOR CONSTRUCTION ACCESSIBLE CEILING FLOOR / CEILING DECK CONDUIT CAT6 DIRECT CONNECT ADAPTOR PIGTAIL CAT6 CABLE CAT6 DIRECT CONNECT ADAPTOR WAP TYPE-A (N5)TYPE-A TYPE-B OR J TYPE-C OR K TYPE-D OR L TYPE-F & G NOTES: 1. CONTRACTOR MUST PROVIDE THE NECESSARY SPECIALTY TERMINATION PLATES AND / OR ADAPTERS FOR FLOOR BOXES, POKE- THRUS, SPECIALTY BOXES. REFER TO TECHNOLOGY LEGEND NOTES, DETAILS, AND MANUFACTURER FOR MORE INFORMATION. TYPE-K TYPE-I 5 3/8" 8 1/2" 2 13/16" QTY. 4 DESCRIPTION CONCRETE ANCHOR. 1/2" ITEM 1 ROOF TELECOM PULL BOX [N#] SCHEDULE 40 GALVANIZED 4" PIPE EMT CONDUIT STUBBED WITHIN 48" OF NEAREST CABLE BASKET 24"x24" IF BENT CONDUIT 32"x32" IF STRAIGHT PULL OUTSIDE WALL EXTERIOR PIPE FLASHING AV •IT •SECURITY •ACOUSTICS 11301 West Olympic Blvd Suite 348 Los Angeles, CA 90064 213.412.4870 WWW.NV5.COM/TECH - 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:- 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION As indicated T902 TELECOM DETAILS CARLSBAD POLICE AND FIRE HEADQUARTERS RENOVATION Author CheckerISSUED FOR CONSTRUCTION 09.01.23 2560 ORION WAY CARLSBAD, CA 92010 NTST902 2 WIRELESS ACCESS POINT DIRECT CONNECT NTST902 1 TELECOM FACEPLATES NTST902 3 CIRCA 1880ENA1/NSC-25 - BUILDING ENTRANCE TERMINAL -25 PAIR NTST902 4 TERMINATION BLOCK - 50 PAIR 110 TYPE NTST902 5 CONDUIT ROOF PENETRATION NTST902 6 WALKERCELL PK150 NTST902 7 WALKERCELL FURNITURE FEED ASSEBMLY 06.30.23 BUILDING PERMIT SUBMITTAL 07.28.23 BUILDING PERMIT SUBMITTAL 02 09.01.23 ISSUED FOR CONSTRUCTION SECURITY GENERAL NOTES SECURITY SYMBOLS LEGEND DESCRIPTIONSYMBOL GENERAL DESCRIPTIONSYMBOL SECURITY DEVICES SECURITY DEVICE DESIGNATORS DESCRIPTIONSYMBOL SECURITY DOORS SECURITY DOOR DESIGNATORS ACCESS CONTROL TYPES DESCRIPTIONSYMBOL SECURITY CAMERAS SECURITY CAMERA DESIGNATORS DESCRIPTIONSYMBOL SECURITY CAMERAS DEVICE TYPES ADDITIONAL INFORMATION GENERAL NOTES 1. THESE DRAWINGS MUST BE USED IN CONJUNCTION WITH THE SECURITY SYSTEM AND ELECTRICAL SPECIFICATIONS. 2. FURNISH AND INSTALL FIRE STOP TO ALL SLAB AND WALL PENETRATIONS PROVIDED FOR THE INSTALLATION OF SECURITY CABLE AS REQUIRED TO MAINTAIN FIRE RATING OF SLAB OR WALL. 3. NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE CONTRACT DRAWINGS AND FIELD CONDITIONS. 4. INSTALL ALL COMPONENTS AS PER MANUFACTURERS RECOMMENDATIONS AND PER ALL APPLICABLE CODES. 5. INDICATE ALL MOUNTING REQUIREMENTS IN THE LEGEND UNLESS OTHERWISE NOTED. 6. VERIFY AND COORDINATE THE EXACT MOUNTING LOCATION OF ALL DEVICES PRIOR TO INSTALLATION. 7. THE MOUNTING HEIGHTS ARE TO THE CENTERLINE OF THE DEVICE UNLESS OTHERWISE NOTED. 8. RESTORE CEILINGS AND WALLS AND ANY OTHER SURFACES AFFECTED BY THIS WORK WITH LIKE MATERIALS TO MATCH EXISTING CONSTRUCTION UPON COMPLETION OF THE SECURITY WORK. ELECTRICAL DRAWINGS: 1. COORDINATE WALL BOX LOCATIONS AND DIMENSIONS WITH ARCHITECTURAL AND ELECTRICAL DRAWINGS. 2. COORDINATE WITH ELECTRICAL DRAWINGS FOR LOCATION OF ALL SECURITY EQUIPMENT. CONDUIT: 1. COORDINATE CONDUIT AND LADDER RACK FOR SECURITY WIRING TO MAINTAIN A MINIMUM OF 5” SEPARATION FROM LIGHTING FIXTURES. 2. COORDINATE INSTALLATION OF CONDUITS AND CABLE BASKETS WITH OTHER COMPONENTS INSTALLED WITHIN THE CEILING. PREPARE ALL SHOP DRAWINGS TO DEMONSTRATE AND ENSURE PROPER INSTALLATION OF ALL COMPONENTS. 3. MAINTAIN MINIMUM BEND RADIUS OF 10 X O.D. FOR SECURITY CONDUITS EQUAL TO OR LESS THAN 2” DIAMETER. 4. PROVIDE PULL BOXES, ELBOWS IN LIEU OF A BEND. 5. REAM AND BUSH THE ENDS OF ALL CONDUITS. 6. PROVIDE AND LEAVE IN PLACE A PULL STRING IN EACH CONDUIT. PULL STRINGS SHALL ALSO BE INSTALLED IN ALL SPARE/EMPTY CONDUITS. 7. STUB UP CONDUIT SLEEVES THROUGH SLABS 6” ABOVE FINISHED FLOORS. 8. PROVIDE HANGERS, ANCHORS, MOUNTING HARDWARE, GROUND LUGS, AND STRAPS AS REQUIRED TO ENSURE PROPER INSTALLATION OF PATHWAY COMPONENTS. 9. PROVIDE ALL LADDER RACK AND CABLE BASKET LOCATIONS: RUNWAY, DROP-OFFS, SPICE HARDWARE, GROUND STRAPS, THERMAL EXPANSION PLATES, TERMINATION KITS, END SUPPORT KITS, AND CEILING SUPPORT HARDWARE. 10. WHERE CABLE IS RUN ABOVE NON-ACCESSIBLE (I.E., GYPSUM BOARD) CEILING CONSTRUCTION, CONDUITS, AND PULL BOXES MUST BE INSTALLED TO PROPERLY ROUTE CABLE. 11. PROVIDE J-HOOKS AND CABLE STRAPS TO SUPPORT CABLE ABOVE ACCESSIBLE CEILING CONSTRUCTION EXCEPT IN AREAS WHERE CABLE BASKET OR CONDUIT IS INDICATED ON THE DRAWINGS. 12. ALL CONDUIT SHALL BE A MINIMUM OF 1” EMT UNLESS OTHERWISE NOTED. 13. ALL CONDUIT SHALL BE ROUTED ABOVE CEILING, BELOW FLOORS, OR WITHIN WALLS IN THE FINISHED AREAS. NO CONDUIT SHALL BE EXPOSED IN THE FINISHED AREAS UNLESS APPROVED BY DESIGNER. 14. ALL CONDUITS SHALL HAVE PLASTIC BUSHINGS INSTALLED AT OPEN ENDS PRIOR TO PULLING WIRE. 15. ALL BACK BOXES SHALL BE FLUSH MOUNTED UNLESS OTHERWISE NOTED. 16. ALL BACK BOXES MOUNTED WITHIN FIRE RATED PARTITIONS SHALL MEET THE FIRE RATING OF THE PARTITION AS REQUIRED BY CODE. 17. COORDINATE THE EXACT LOCATION OF ALL PULL BOXES WITH ARCHITECTURAL, ELECTRICAL, AND MECHANICAL DRAWINGS. 18. ALL JUNCTION AND PULL BOXES SHALL BE PROVIDED WITH ACCOMPANYING BLANK COVER PLATE. 19. JUNCTION BOXES LOCATED ABOVE DOORS WITH NO ACCESSIBLE CEILING SHALL BE SECURED WITH TAMPER PROOF SCREWS. 20. PROVIDE WATERTIGHT SEALING ASSEMBLIES WITH PRESSURE BUSHING AS REQUIRED FOR EXTERIOR PENETRATIONS. 21. JUNCTION AND PULL BOXES IN EXTERIOR LOCATIONS SHALL BE WATERPROOF. 22. JUNCTION AND PULL BOXES IN ROOM AREAS UTILIZING FM200 (SEE FIRE PROTECTION DRAWINGS) SHALL BE VAPOR TIGHT. 23. ALL CONDUIT ROUTING SHOWN IS SCHEMATIC AND DOES NOT REPRESENT INSTALLED PATHS OR DISTANCES. ACTUAL ROUTING AND BOX LOCATIONS SHALL BE FIELD VERIFIED AND COORDINATED WITH OTHER WORK OF THE CONTRACT. CABLE: 1. FURNISH AND INSTALL EACH CABLE SET INDICATED BY THE SYMBOLS LIST FROM THE OUTLET LOCATION BACK TO THE IDF/MDF. 2. ALL CABLES SHALL BE PLENUM RATED WHERE REQUIRED. 3. WIRE SHEATH SHALL BE MAINTAINED TO FINAL TERMINATION. ALL TERMINATIONS SHALL MAINTAIN TWIST OF INDIVIDUAL PAIRS TO WITHIN 0.5” OR LESS OF FINAL TERMINATION. LABELING: 1. PROVIDE IDENTIFICATION LABELS FOR ALL TELECOM CABLES AT BOTH ENDS. 2. PROVIDE DESIGNATION LABELS FOR ALL TERMINATION BLOCKS, PATCH PANELS, AND WORKSTATION OUTLET FACEPLATES. 3. PRIOR TO SYSTEM ACCEPTANCE, SUBMIT A LABEL REPORT LISTING THE ROOM NUMBERS AND CABLE LENGTHS FOR EACH OF THE INSTALLED CABLES. 4. PROVIDE WHITE LABEL WITH TYPEWRITTEN LEGIBLE CHARACTERS PRINTED WITH NON-SMEAR TYPE INK. HANDWRITTEN LABELS ARE NOT PERMITTED. PROVIDE LABELS FOR CABLES WITH PROTECTIVE WRAP AROUND PLASTIC TRANSPARENT COVER WHICH WILL SERVE TO PROTECT THE INK FROM SMEARING AND SECURE THE LABEL TO THE CABLE. PROVIDE LABELS FOR CABLES WIDE ENOUGH FOR 24 CHARACTERS IN A SINGLE ROW. 5. ALL WIRES SHALL BE LABELED WITHIN 6.5” OF FINAL TERMINATION. CAMERAS: 1. THE CONTRACTOR SHALL PROVIDE THE MEANS FOR OPTIMUM CAMERA LOCATION, LENS SELECTION AND VIEW. THE CONTRACTOR SHALL PROVIDE A FIXED CAMERA WITH A SERIES OF VARI-FOCAL LENSES FOR THE PURPOSE OF ACQUIRING FIELD OF VIDEO AND VIDEO PICTURE FROM EACH INTENDED CAMERA LOCATION. TO SHOW VARYING FIELD OF VIEWS AND QUALITY OF CAMERA PICTURE. THE CONTRACTOR SHALL OBTAIN CONCURRENCES OF THE SELECTED CAMERA PLACEMENT, LENS SELECTION FIELD OF VIEW, AND PROVIDE IMAGES TO THE ENGINEER FOR ACCEPTED FIELD OF VIEW. 2. UPON COMPLETION OF INSTALLATION, DOCUMENT THAT THE CAMERA LOCATIONS AND LENSES CHOSEN/UTILIZED ARE AS SELECTED IN THE INITIAL PROCEDURE AND SUBMIT THE FIELD OF VIEWS PROVIDED BY THE COMPLETED INSTALLATION FOR APPROVAL BY THE DESIGNER THAT THEY ARE COMPARABLE TO THOSE OBTAINED IN THE INITIAL SELECTION PROCEDURE. SHEET NOTE 1 REVISION NUMBER EXISTING WORK TO REMAIN EXISTING WORK TO BE REMOVED (DEMO) NEW WORK EXISTING WORK TO BE RELOCATED CONNECTION TO EXISTING DISCONNECTION FROM EXISTING EXISTING EQUIPMENT TO BE REWORKED/MODIFIED (M) NEW LOCATION OF EXISTING WORK XX XX (N)XX (R)XX (D)XX (E)XX XX WALL MOUNTED DEVICEXX XX CEILING MOUNTED DEVICE XX D-####-# X DEVICE NUMBER - REFER TO THE SECURITY DEVICE SCHEDULE FOR MORE INFORMATION. ADDITIONAL INFORMATION DEVICE TYPE ACCESS CONTROL TYPEXX ASSOCIATED DEVICE LOCATION ACCESS CONTROLTYPE ASSOCIATED DEVICE LOCATION DOOR NUMBER - REFER TO THE SECURITY DOOR SCHEDULE FOR MORE INFORMATION. CARD READER DOOR CONTACT ELECTRONIC CONTROL CR DC EC FUTURE CARD READER MANUAL LOCK FR ML XX #### FIXED CAMERAFIX PTZ CAMERAPTZ 90° DUO CAMERA DUO 180° DUO CAMERA DUO XX C-####-# CAMERA TYPE CAMERA NUMBER - REFER TO THE SECURITY CAMERA SCHEDULE FOR MORE INFORMATION. 180° CAMERA180 270° CAMERA270 360 360° CAMERA ACP BP CB DR DVR GB IC ICM ICP IL K KP LA MON MS NVR OH P PS RB RD T TS1 TS2 UPS ACCESS CONTROL PANEL BADGE PRINTER CODE BLUE PHONE DOOR RELEASE BUTTON DIGITAL VIDEO RECORDER GLASS BREAK SENSOR INTERCOM INTERCOM MASTER INTRUSION DETECTION CONTROL PANEL INTER-LOCK KNOX BOX KEYPAD LOCAL ALARM MONITOR MOTION SENSOR NETWORK VIDEO RECORDER OVERHEAD DOOR CONTACT PANIC DEVICE POWER SUPPLY PNEUMATIC DOOR RELEASE BUTTON REQUEST TO EXIT MOTION DETECTOR TICKET TURNSTILE - ADA TURNSTILE UNINTERRUPTIBLE POWER SUPPLY WITH ADA OPENERS FIRE ALARM TIE IN GATE MOUNTED WIRELESS ADA FA G W (THIS IS A MASTER LEGEND, NOT ALL SYMBOLS MAY APPEAR ON DRAWINGS.) AV •IT •SECURITY •ACOUSTICS 11301 West Olympic Blvd Suite 348 Los Angeles, CA 90064 213.412.4870 WWW.NV5.COM/TECH - 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:- 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION 12" = 1'-0" Y001 SECURITY SYMBOLS LEGEND, NOTES AND SCHEDULES CARLSBAD POLICE AND FIRE HEADQUARTERS RENOVATION Author CheckerISSUED FOR CONSTRUCTION 09.01.23 2560 ORION WAY CARLSBAD, CA 92010 ISSUE SHEET NUMBER SHEET DESCRIPTION20 2 3 - 0 7 - 2 8 B U I L D I N G P E R M I T S U B M I T T A L 0 2 C D S E T 20 2 3 - 0 6 - 3 0 9 0 % B U I L D I N G P E R M I T S U B M I T T A L C D S E T 20 2 3 - 0 5 - 2 6 9 0 % C O N S T R U C T I O N D O C U M E N T S 20 2 3 - 0 5 - 0 1 6 0 % C O N S T R U C T I O N D O C U M E N T S 20 2 3 - 0 4 - 2 4 6 0 % C D P R O G R E S S S E T ● ● ● ● ● Y001 SECURITY SYMBOLS LEGEND, NOTES AND SCHEDULES ● ● ● ● ● Y203 SECURITY PLAN - EOC WING ● ● ● ● ● Y801 SECURITY DETAILS ● ● ● ● ● Y802 SECURITY DETAILS ● ● ● ● YD203 SECURITY/TELECOM DEMO PLAN - EOC WING ROOM NUMBER ROOM NAME DEVICE NUMBER CAMERA TYPE MAKE & MODEL TERMINATION POINT REFERENCE DETAIL NOTES C-100-1 180 HANWHA/PNM-9085RQZ1 1/Y801 101 HALLWAY C-101-1 180 HANWHA/PNM-9085RQZ1 1/Y801 101 HALLWAY C-101-2 DUO PNM-12082RDV 1/Y801 106 E.O.C.C-106-1 FIX XNV-C8083RV 6/Y801 EXT EXTERIOR C-EXT-1 FIX XNV-C8083RV 1/Y801 EXT EXTERIOR C-EXT-2 270 HANWHA/PNM-9085RQZ1 6/Y802 EXT EXTERIOR C-EXT-3 270 HANWHA/PNM-9085RQZ1 6/Y802 EXT EXTERIOR C-EXT-4 180 HANWHA/PNM-9085RQZ1 2/Y801 EXT EXTERIOR C-EXT-5 180 HANWHA/PNM-9085RQZ1 2/Y801 SECURITY CAMERA SCHEDULE ROOM NUMBER ROOM NAME DEVICE NUMBER DEVICE TYPE MAKE & MODEL TERMINATION POINT REFERENCE DETAIL NOTES SECURITY DEVICE SCHEDULE ROOM NUMBER ROOM NAME DOOR NUMBER ACCESS CONTROL REFERENCE DETAIL NOTES 100 ENTRY 100B CR 3/Y801 101 HALLWAY E181 CR 5/Y802 102 COMMUNITY RISK 102 CR 4/Y801 106 E.O.C.106A CR 4/Y801 106 E.O.C.E183 CR 4/Y802 108 AV/IT 108 CR 4/Y802 109 E.O.C. DIRECTOR 109 CR 5/Y802 E108 ELECT.E188 DC 1/Y802 E172 HALLWAY E172A CR 4/Y801 SECURITY DOOR SCHEDULE NOTES: 1. SEE THE ARCHITECTURAL DOOR SCHEDULE FOR MORE INFORMATION. 06.30.23 BUILDING PERMIT SUBMITTAL 07.28.23 BUILDING PERMIT SUBMITTAL 02 09.01.23 ISSUED FOR CONSTRUCTION 180 270 270 180 180 180 DUO CR CR CR CR DC CR FIX CR CR FIX CR 10 11 12 13 G H J K L 14 15 16 WOMENWOMEN E174 MENMEN E173 E.O.C. DIRECTORE.O.C. DIRECTOR 109 VESTIBULEVESTIBULE E103 HALLWAYHALLWAY 101 E.O.C.E.O.C. 106 CONFERENCE ROOM CONFERENCE ROOM 105 ELECT.ELECT. E108 MENMEN E105 RECORDSRECORDS 109 HALLWAYHALLWAY E172 CONFERENCE ROOM CONFERENCE ROOM 107 ENTRYENTRY 100 WOMENWOMEN E104 RECORDS SUPERVISOR RECORDS SUPERVISOR 110 OFFICEOFFICE 104 CUST.CUST. E187 LOBBYLOBBY E101 AV/ITAV/IT 108 COMMUNITY RISKCOMMUNITY RISK 102 OFFICEOFFICE 103 C-100-1 C-EXT-2 C-EXT-3 C-EXT-4 C-EXT-5 C-101-1 C-101-2 E100B 108 E181 E188 109 C-106-1 102 106A E183 C-EXT-1 E172A 10' AFF 10' AFF 10' AFF CORNER MOUNTED; MATCH EXISTING OUTDOOR CAMERA HEIGHT AV •IT •SECURITY •ACOUSTICS 11301 West Olympic Blvd Suite 348 Los Angeles, CA 90064 213.412.4870 WWW.NV5.COM/TECH - 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:- 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION 1/8" = 1'-0" Y203 SECURITY PLAN -EOC WING CARLSBAD POLICE AND FIRE HEADQUARTERS RENOVATION Author CheckerISSUED FOR CONSTRUCTION 09.01.23 2560 ORION WAY CARLSBAD, CA 92010 1/8" = 1'-0"Y203 1 SECURITY PLAN - EOC WING 06.30.23 BUILDING PERMIT SUBMITTAL 07.28.23 BUILDING PERMIT SUBMITTAL 02 09.01.23 ISSUED FOR CONSTRUCTION A B B A E A H D B E D EHE B H H C C A B B A E D A D H H E C C A B B A E D A D H H E C C CONDUIT TO NEAREST CABLE BASKET PATCH CABLE BY SECURITY CONTRACTOR NON-ACCESSIBLE CEILING SECURITY CAMERA BY SECURITY CONTRACTOR TELECOM OUTLET BOX [N#]12" MAX.SECURITY CAMERA BACK BOX FLOOR / CEILING DECK NOTES: 1. UNLESS OTHERWISE INDICATED GENERAL CONTRACTOR TO PROVIDE ALL ELEMENTS SHOWN. 2. SEE THE TELECOM TYPICAL CONDUIT RISER FOR CONDUIT REQUIREMENTS. TELECOM OUTLET BOX [N#] 3/4" FLEX CONDUIT LENGTH AS REQUIRED ROOF DECK SECURITY CAMERA BY SECURITY CONTRACTOR CONDUIT STUBBED THROUGH WALL (CONDUIT SHALL BE INSTALLED WITH A 5° DOWNWARD ANGLE) NOTES: 1. UNLESS OTHERWISE INDICATED GENERAL CONTRACTOR TO PROVIDE ALL ELEMENTS SHOWN. 2. SEE THE TELECOM TYPICAL CONDUIT RISER FOR CONDUIT REQUIREMENTS. EXTERIOR WALL CONDUIT TO NEAREST CABLE BASKET 8" SYMBOL EQUIPMENT DESCRIPTION QTY. INFRASTRUCTURE A JUNCTION BOX 1 8" x 8" x 4" BOX E ELECTRIFIED HINGE 2 BY DOOR HARDWARE B RECESSED DOOR CONTACT 2 MOUNTED IN DOOR JAMB D CARD READER 1 MOUNT TO WALL PER ARCHITECT'S INSTRUCTIONS H CRASH BAR 2 BY DOOR HARDWARE 3/4" CONDUITS 38" 1" CONDUIT EXTERIOR (NON- SECURE SIDE) INTERIOR (SECURE SIDE) EXTERIOR ELEVATION (NON-SECURE SIDE) DOUBLE DOOR INTERIOR ELEVATION (SECURE SIDE) DOUBLE DOOR PLAN VIEW C REQUEST TO EXIT 1 MOUNT TO WALL PER ARCHITECT'S INSTRUCTIONS 38" FLOOR CEILING 8" 38" EXTERIOR (NON- SECURE SIDE) INTERIOR (SECURE SIDE) SYMBOL EQUIPMENT DESCRIPTION QTY. A 1 8" x 8" x 4" BOX E 1 BY DOOR HARDWARE B 1 MOUNTED IN DOOR JAMB D 1 MOUNT TO WALL PER ARCHITECT'S INSTRUCTIONS H 1 BY DOOR HARDWARE JUNCTION BOX ELECTRIFIED HINGE RECESSED DOOR CONTACT CARD READER CRASH BAR 3/4" CONDUITS 1" CONDUIT INFRASTRUCTURE PLAN VIEW C 1 MOUNT TO WALL PER ARCHITECT'S INSTRUCTIONSREQUEST TO EXIT 38" EXTERIOR ELEVATION (NON-SECURE SIDE) SINGLE DOOR INTERIOR ELEVATION (SECURE SIDE) SINGLE DOOR FLOOR CEILING 8" 38" EXTERIOR (NON- SECURE SIDE) INTERIOR (SECURE SIDE) SYMBOL EQUIPMENT DESCRIPTION QTY. A 1 8" x 8" x 4" BOX E 1 BY DOOR HARDWARE B 1 MOUNTED IN DOOR JAMB D 1 MOUNT TO WALL PER ARCHITECT'S INSTRUCTIONS H 1 BY DOOR HARDWARE JUNCTION BOX ELECTRIFIED HINGE RECESSED DOOR CONTACT CARD READER CRASH BAR 3/4" CONDUITS 1" CONDUIT INFRASTRUCTURE PLAN VIEW C 1 MOUNT TO WALL PER ARCHITECT'S INSTRUCTIONSREQUEST TO EXIT 38" EXTERIOR ELEVATION (NON-SECURE SIDE) SINGLE DOOR INTERIOR ELEVATION (SECURE SIDE) SINGLE DOOR FLOOR CEILING FLOOR / CEILING DECK SECURITY CAMERA BY SECURITY CONTRACTOR CONDUIT SECURITY CAMERA BACK BOX INTERIOR WALL NOTES: 1. UNLESS OTHERWISE INDICATED GENERAL CONTRACTOR TO PROVIDE ALL ELEMENTS SHOWN. 2. SEE THE TELECOM TYPICAL CONDUIT RISER FOR CONDUIT REQUIREMENTS. TELECOM OUTLET BOX [N#] CONDUIT TO NEAREST CABLE BASKET PATCH CABLE BY SECURITY CONTRACTOR AV •IT •SECURITY •ACOUSTICS 11301 West Olympic Blvd Suite 348 Los Angeles, CA 90064 213.412.4870 WWW.NV5.COM/TECH - 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:- 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION As indicated Y801 SECURITY DETAILS CARLSBAD POLICE AND FIRE HEADQUARTERS RENOVATION Author CheckerISSUED FOR CONSTRUCTION 09.01.23 2560 ORION WAY CARLSBAD, CA 92010 1" = 1'-0"Y801 1 NON-ACCESSIBLE CEILING FLUSH MOUNT CAMERA 1" = 1'-0"Y801 2 EXTERIOR WALL ARM MOUNT CAMERA 3/8" = 1'-0"Y801 3 DOUBLE GLASS DOORS - DC REX CR EH CB 3/8" = 1'-0"Y801 4 SINGLE GLASS DOOR - DC REX CR EH CB 3/8" = 1'-0"Y801 5 SINGLE SOLID DOOR - DC REX CR EH CB 1" = 1'-0"Y801 6 INTERIOR WALL FLUSH MOUNT CAMERA 06.30.23 BUILDING PERMIT SUBMITTAL 07.28.23 BUILDING PERMIT SUBMITTAL 02 09.01.23 ISSUED FOR CONSTRUCTION A B B A B A B B A E E D D F F A C C A B B A E E D D F F A C C 8" EXTERIOR (NON- SECURE SIDE) INTERIOR (SECURE SIDE) SYMBOL EQUIPMENT DESCRIPTION QTY. A 1 8" x 8" x 4" BOX B 1 MOUNTED IN DOOR JAMB JUNCTION BOX RECESSED DOOR CONTACT 3/4" CONDUITS 1" CONDUIT INFRASTRUCTURE PLAN VIEW EXTERIOR ELEVATION (NON-SECURE SIDE) SINGLE DOOR INTERIOR ELEVATION (SECURE SIDE) SINGLE DOOR FLOOR CEILING NOTES: 1. ROUGH IN SECURITY CABLING WITH TELECOM CABLING. 2. CONFIRM "WALL BOX" WITH TELECOM AND ELECTRICAL. (1) 3/4" CONDUIT TO NEAREST CABLE BASKET PROVIDE 4" x 4" x 2 1/8" DEEP JUNCTION BOX OR 8" x 8" x 4" DEEP JUNCTION BOX MOUNTED ABOVE DOOR ABOVE ACCESSIBLE CEILING (1) 3/4" CONDUIT OPTIONAL JUNCTION BOX RUN SECURITY CABLING ADJACENT TO TELECOM CABLING (SEPARATE BOX) PANIC BUTTON SIGNAL AND POWER CONDUCTORS IN 3/8" ARMORED SHEATHING ATTACHED W/ METAL "J" CLIP WIRE HOLDERS REVIEW W/ ARCHITECT STRUCTURE FINISHED CEILING FINISHED FLOOR NOTES: 1. ROUGH IN SECURITY CABLING WITH TELECOM CABLING. 2. CONFIRM "WALL BOX" WITH TELECOM AND ELECTRICAL. (1) 3/4" CONDUIT TO NEAREST CABLE BASKET PROVIDE 4" x 4" x 2 1/8" DEEP JUNCTION BOX OR 8" x 8" x 4" DEEP JUNCTION BOX MOUNTED ABOVE DOOR ABOVE ACCESSIBLE CEILING (1) 3/4" CONDUIT OPTIONAL JUNCTION BOX RUN SECURITY CABLING ADJACENT TO TELECOM CABLING (SEPARATE BOX) DOOR RELEASE BUTTON SIGNAL AND POWER CONDUCTORS IN 3/8" ARMORED SHEATHING ATTACHED W/ METAL "J" CLIP WIRE HOLDERS REVIEW W/ ARCHITECT STRUCTURE FINISHED CEILING FINISHED FLOOR 8" EXTERIOR (NON- SECURE SIDE) INTERIOR (SECURE SIDE) SYMBOL EQUIPMENT DESCRIPTION QTY. A 1 8" x 8" x 4" BOX E 1 BY DOOR HARDWARE B 1 MOUNTED IN DOOR JAMB D 1 MOUNT TO WALL PER ARCHITECT'S INSTRUCTIONS JUNCTION BOX ELECTRIFIED HINGE RECESSED DOOR CONTACT CARD READER3/4" CONDUITS 1" CONDUIT F BY DOOR HARDWAREMORTISE MICROSWITCH LOCK 1 INFRASTRUCTURE PLAN VIEW C 1 HORIZONTAL SINGLE GANG BOXREQUEST TO EXIT 3/4" CORE EXTERIOR ELEVATION (NON-SECURE SIDE) SINGLE DOOR INTERIOR ELEVATION (SECURE SIDE) SINGLE DOOR FLOOR CEILING 8" EXTERIOR (NON- SECURE SIDE) INTERIOR (SECURE SIDE) SYMBOL EQUIPMENT DESCRIPTION QTY. A 1 8" x 8" x 4" BOX E 1 BY DOOR HARDWARE B 1 MOUNTED IN DOOR JAMB D 1 MOUNT TO WALL PER ARCHITECT'S INSTRUCTIONS JUNCTION BOX ELECTRIFIED HINGE RECESSED DOOR CONTACT CARD READER3/4" CONDUITS 1" CONDUIT F BY DOOR HARDWAREMORTISE MICROSWITCH LOCK 1 INFRASTRUCTURE PLAN VIEW C 1 HORIZONTAL SINGLE GANG BOXREQUEST TO EXIT 3/4" CORE EXTERIOR ELEVATION (NON-SECURE SIDE) SINGLE DOOR INTERIOR ELEVATION (SECURE SIDE) SINGLE DOOR FLOOR CEILING ROOF DECK CONDUIT STUBBED THROUGH WALL (CONDUIT SHALL BE INSTALLED WITH A 5° DOWNWARD ANGLE) TELECOM OUTLET BOX [N#] PATCH CABLE BY SECURITY CONTRACTOR SECURITY CAMERA BY SECURITY CONTRACTOR NOTES: 1. UNLESS OTHERWISE INDICATED GENERAL CONTRACTOR TO PROVIDE ALL ELEMENTS SHOWN. 2. SEE THE TELECOM TYPICAL CONDUIT RISER FOR CONDUIT REQUIREMENTS. EXTERIOR WALL AV •IT •SECURITY •ACOUSTICS 11301 West Olympic Blvd Suite 348 Los Angeles, CA 90064 213.412.4870 WWW.NV5.COM/TECH - 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:- 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION As indicated Y802 SECURITY DETAILS CARLSBAD POLICE AND FIRE HEADQUARTERS RENOVATION Author CheckerISSUED FOR CONSTRUCTION 09.01.23 2560 ORION WAY CARLSBAD, CA 92010 3/8" = 1'-0"Y802 1 SINGLE SOLID DOOR - DC 1/2" = 1'-0"Y802 2 DESK MOUNTED PANIC BUTTON 1/2" = 1'-0"Y802 3 DESK MOUNTED DOOR RELEASE BUTTON 3/8" = 1'-0"Y802 4 SINGLE SOLID DOOR - DC REX CR EH MML 3/8" = 1'-0"Y802 5 SINGLE GLASS DOOR - DC REX CR EH MML 1" = 1'-0"Y802 6 EXTERIOR WALL CORNER ARM MOUNT CAMERA 06.30.23 BUILDING PERMIT SUBMITTAL 07.28.23 BUILDING PERMIT SUBMITTAL 02 09.01.23 ISSUED FOR CONSTRUCTION 10 11 12 13 G H J K L 14 15 16 WOMENWOMEN E174 MENMEN E173 E.O.C. DIRECTORE.O.C. DIRECTOR 109 VESTIBULEVESTIBULE E103 HALLWAYHALLWAY 101 E.O.C.E.O.C. 106 E.O.C.E.O.C. 106 CONFERENCE ROOM CONFERENCE ROOM 105 ELECT.ELECT. E108 MENMEN E105 RECORDSRECORDS 109 HALLWAYHALLWAY E172 CONFERENCE ROOM CONFERENCE ROOM 107 ENTRYENTRY 100 WOMENWOMEN E104 RECORDS SUPERVISOR RECORDS SUPERVISOR 110 OFFICEOFFICE 104 CUST.CUST. E187 LOBBYLOBBY E101 AV/ITAV/IT 108 COMMUNITY RISKCOMMUNITY RISK 102 OFFICEOFFICE 103 ? E100B ? ? E181 ? E188 RELOCATE EXISTING SECURITY ACP TO NEW IDF ROOM 108 AT DESIGNATED ACP LOCATION. EXISTING SATELLITE RECIEVING SYSTEM TO BE TAGGED AND SECURED FROM DAMAGE IN PLACE DEMO: EXISTING FIBER BACKBONE TO BE REPLACED, REPLACE, AND RE-TERMINATE IN THE NEW IDF ROOM 108 REMOVE AND RE-TERMINATE SECURITY ACP IN IDF 108 AV •IT •SECURITY •ACOUSTICS 11301 West Olympic Blvd Suite 348 Los Angeles, CA 90064 213.412.4870 WWW.NV5.COM/TECH - 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:- 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 - MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: CARLSBAD EOC WING RENOVATION 1/8" = 1'-0" YD203 SECURITY/TELECOM DEMO PLAN -EOC WING CARLSBAD POLICE AND FIRE HEADQUARTERS RENOVATION Author CheckerISSUED FOR CONSTRUCTION 09.01.23 2560 ORION WAY CARLSBAD, CA 92010 1/8" = 1'-0"YD203 1 SECURITY/TELECOM DEMO PLAN - EOC WING 06.30.23 BUILDING PERMIT SUBMITTAL 07.28.23 BUILDING PERMIT SUBMITTAL 02 09.01.23 ISSUED FOR CONSTRUCTION