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Home My WebLink AboutDWG 434-5; 4001; CARLSBAD CITY LIBRARY LEARNING CENTER; 01-147SHEET INDEX SHT# DWG# SHEET NAME SHT# DWG# SHEET NAME 001 TS1 TITLE SHEET 067 S1.1 GENERAL NOTES 002 TS2 TITLE SHEET 068 S1.2 GENERAL NOTES 069 S1.3 TYPICAL DETAILS 003 GN1 GENERAL NOTES 070 S1.4 TYPICAL DETAILS 004 GN2 GENERAL NOTES 071 S1.5 TYPICAL DETAILS 072 S1.6 TYPICAL DETAILS 005 D1 DEMOLITION SITE PLAN 073 S1.7 TYPICAL DETAILS 006 D2 DEMOLITION FLOOR PLAN 074 S2.1 FOUNDATION PLAN 007 D3 DEMOLITION ELEVATION 075 S2.2 SECOND FLOOR FRAMING PLAN 008 D4 ELECTRICAL DEMOLITION PLAN 076 S2.3 ROOF FRAMING PLAN 009 D5 ELECTRICAL DEMOLITION PLAN 077 S3.1 TRUSS ELEVATIONS 010 D6 LANDSCAPE DEMOLITION PLAN 078 S3.2 SHEAR WALL ELEVATIONS 079 S4.1 FOUNDATION DETAILS 011 C1 GRADING NOTES 080 S4.2 FOUNDATION DETAILS 012 C2 EXISTING SITE PLAN 081 S5.1 FRAMING DETAILS 013 C3 GRADING PLAN 082 S5.2 FRAMING DETAILS d;4--{}-~-~~~~l~t1~~H~i~~ 083 S5.3 FRAMING DETAILS 084 S5.4 FRAMING DETAILS 085 S5.5 FRAMING DETAILS ~ ~llf~Lfll.a C7 POSTCON TRU TION BMP MAP 086 S5.6 FRAMING DETAILS 018 C8 DETAIL SHEET 087 S5.7 FRAMING DETAILS 019 C9 HORIZONTAL CONTROL PLAN 088 S5.8 FRAMING DETAILS 089 S6.1 ENLARGED STAIR PLANS 020 A0.0 PROJECT SITE PLAN 090 S6.2 STAIR DETAILS 021 A0.1 PAVING AND STRIPING PLAN 091 S6.3 STAIR DETAILS 022 A0.2 ENLARGED PAVING PLAN 023 A0.3 ENLARGED PAVING PLAN 092 M1.0 MECHANICAL LEGEND AND NOTES 024 A0.4 ENLARGED PAVING PLAN 093 M1.1 MECHANICAL SCHEDULES 025 A1.0 GROUND LEVEL FLOOR PLAN 094 M2.0 GROUND LEVEL MECHANICAL PLAN 026 A1.1 GROUND LEVEL DIMENSION PLAN 095 M2.1 UPPER LEVEL MECHANICAL PLAN 027 A1.2 UPPER LEVEL FLOOR PLAN 096 M2.2 MECHANICAL ROOF PLAN 028 A1.3 UPPER LEVEL DIMENSION PLAN 097 M3.0 MECHANICAL CONTROLS 029 A1.4 EXITING PLAN 098 M3.1 MECHANICAL CONTROLS 030 A2.0 GROUND LEVEL REFLECTED CEILING PLAN 099 M4.0 MECHANICAL DETAILS 031 A2.1 UPPER LEVEL REFLECTED CEILING PLAN 100 M5.0 MECHANICAL TITLE 24 032 A2.2 ENLARGED REFLECTED CEILING PLAN 033 A3.0 ROOF PLAN 101 P1.0 PLUMBING LEGEND AND GENERAL NOTES 034 A4.0 BUILDING ELEVATIONS 102 P1 .1 PLUMBING SCHEDULES 035 A5.0 BUILDING SECTIONS 103 P2.0 GROUND LEVEL PLUMBING PLAN 036 A5.1 BUILDING SECTIONS 104 P2.1 UPPER LEVEL PLUMBING PLAN 037 A6.0 WALL SECTIONS 105 P2.2 ENLARGED PLUMBING PLANS 038 A6.1 WALL SECTIONS 106 P2.3 PLUMBING ROOF PLAN 039 A6.2 WALL SECTIONS 107 P3.0 PLUMBING DETAILS 040 A6.3 WALL SECTIONS 041 A7.0 ENLARGED FLOOR PLANS 108 E0.1 LEGEND AND GENERAL NOTES 042 A7.1 ENLARGED FLOOR PLANS E0.2 -NOT USED- 043 A7.2 ENLARGED FLOOR PLANS 109 E0.3 SITE PLAN ELECTRICAL 044 A8.0 INTERIOR ELEVATIONS 110 E0.4 DETAILS 045 A8.1 INTERIOR ELEVATIONS 111 E0.5 LIGHTING FIXTURE SCHEDULE 046 A8.2 INTERIOR ELEVATIONS E1.0 -NOT USED- 047 A8.3 INTERIOR ELEVATIONS 112 E1 .1 GROUND LEVEL POWER AND COMMUNICATIONS PLAN 048 A8.4 INTERIOR ELEVATIONS 113 E1.2 UPPER LEVEL POWER AND COMMUNICATIONS PLAN 049 A8.5 INTERIOR ELEVATIONS 114 E1.3 ELECTRICAL ROOF PLAN 050 A8.6 INTERIOR ELEVATIONS 115 E2.1 GROUND LEVEL LIGHTING PLAN 051 A9.0 SCHEDULES 116 E2.2 UPPER LEVEL LIGHTING PLAN 052 A10.0 SITE DETAILS 117 E4.0 POWER SINGLE LINE DIAGRAM AND SCHEDULES 053 A10.1 SITE DETAILS 118 E5.0 PANEL SCHEDULES 054 A11.0 VERTICAL CIRCULATION DETAILS 119 E6.0 TITLE 24 055 A12.0 ROOF / TERRACE DETAILS 120 E6.1 TITLE 24 056 A13.0 WALL DETAILS 121 E6.2 TITLE 24 057 A13.1 WALL DETAILS 058 A14.0 WINDOW AND LOUVER DETAILS 122 L 1.0 LANDSCAPE CONSTRUCTION PLAN 059 A14.1 WINDOW DETAILS 123 L 1.1 PLAY DRAINAGE PLAN 060 A15.0 DOOR DETAILS 124 L 1.2 LANSCAPE DETAILS 061 A15.1 DOOR DETAILS 125 L2.0 IRRIGATION PLAN 062 A16.0 CEILING DETAILS 126 L2.1 IRRIGATION LEGEND AND NOTES 063 A17.0 CABINETRY DETAILS 127 L2.2 IRRIGATION DETAILS 064 A17.1 CABINETRY DETAILS 128 L3.0 PLANTING PLAN 065 A18.0 DETAILS 129 L3.1 PLANTING SCHEDULE AND NOTES 066 A18.1 DETAILS 130 L3.2 PLANTING DETAILS 131 L4.0 LANDSCAPE LIGHTING 132 F1.0 GROUND LEVEL FINISH PLAN 133 F1 .1 UPPER LEVEL FINISH PLAN 134 F2.0 INTERIOR FINISH ELEVATIONS 135 F2.1 INTERIOR FINISH ELEVATIONS 136 F2.2 INTERIOR FINISH ELEVATIONS 137 F2.3 INTERIOR FINISH ELEVATIONS 138 F2.4 INTERIOR FINISH ELEVATIONS 139 F2.5 INTERIOR FINISH ELEVATIONS 140 F2.6 INTERIOR FINISH ELEVATIONS 141 F2.7 INTERIOR FINISH ELEVATIONS 142 F2.8 INTERIOR FINISH ELEVATIONS 143 F3.0 CABINETRY FINISHES 144 F3.1 CABINETRY FINISHES 145 F4.0 GROUND LEVEL WINDOW COVERING PLAN 146 F4.1 UPPER LEVEL WINDOW COVERING PLAN 147 71, PUBLIC. (0/IISITS) RSCLAIMGP WATEi'£ .SY.StEM CITY OF CARLSBAD COUNCIL MEMBERS CARLSBAD MAYOR CLAUDE A. "BUD" LEWIS CARLSBAD MAYOR PRO TEM MATT HALL COUNCIL MEMBER ANN J. KULCHIN COUNCIL MEMBER .• MARK PACKARD COUNCIL MEMBER NORINE SIGAFOOSE VICINITY MAP NOT TO SCALE EUREKA PLACE PACIFIC OCEAN C) NORTH DESIGN TEAM ARCHITECT MANUEL ONCINA ARCHITECTS, INC. 5711 LA JOLLA BOULEVARD LA JOLLA, CA 92037 MANUEL ONCINA TEL 858-459-1221 FAX 858-459-1214 MONCINA@ONCINMRC.COM CIVIL ENGINEER HIRSCH AND CO. MIKE SLAWSON TEL 858-565-4545 4455 MURPHY CANYON ROAD, SUITE 200 FAX 858-565-4541 SAN DIEGO, CA 92123 MSLAWSON@HIRSCH-SD.COM LANDSCAPE ARCHITECT NERI LANDSCAPE ARCHITECT 401 VIA DEL NORTE LA JOLLA, CA 92037 JIM NERI JIM@NERILA.COM TEL 858-459-2080 FAX 858-459-2081 STRUCTURAL ENGINEER ORION STRUCTURAL ENGINEERING 12257 OLD POMERADO ROAD, SUITE A POWAY, CA 92064 RYAN OMER TEL 858-679-1974 FAX 858-679-1975 RYAN@ORIONSE.COM MECHANICAL ENGINEER TEZADESIGN 8211 VINCETTA DRIVE, #10 LA MESA, CA 91942 SIMON GIRMAI TEL 619-465-8820 FAX 619-465-7235 TEZADESIGN@AOL.COM ELECTRICAL ENGINEER C & G ENGINEERING, INC. 2970 FIFTH AVENUE, SUITE 400 SAN DIEGO, CA 92103 GRACE ZEELIG TEL 619-398-3479 FAX 619-398-3492 GRACE@CGENGINEERING.NET INTERIOR DESIGNER INTERIOR ARCHITECTURE 1370 INDIA STREET SAN DIEGO, CA 92101 CHARLES ALMACK TEL 619-230-1244 FAX 619-230-1245 ALMACK@INTERIORARCH.COM MANUEL ONCINA ARCHITECTS INC. ARCHITECTURE PLANNING INTERIORS 5711 La Jolla Blvd. La Jolla. CA 92037 858/459-1221 Tl 858/459-1214 FX inquiries@oncinoarc.com TS1 CITY OF CARLSBAD FIRE DEPARTMENT I/ AS BUILT" REQUIREMENTS NO. OF F.H.(S)_ F.FLOW G.P.M. OUT OF_ F.H.(S). ,#A:4,,· . .C~w-n 2-L,f-lt2 BLDG. SPRINKLED YES/NO ... F.FLOW __ G.P.M. RCE2J317t,, EXP. l-J/-L,g,. DATE FIRE MARSHAL DATE REV!Ew'ED BY• INSPECTOR DATE /1\ /i'E,#CJVE£J S'/17 /.5.!!. /G ~ CITY OF CARLSBAD SHEETS It\ .4S/3U/L.T tll 1 ENGINEERING DEPARTMENT TITLE SHEET CARLSBAD CITY LIBRARY LEARNING CENTER APPROVED BY: WILLIA~MMER ,41//;;{14;.. ~ . ~ :J>-/4-<2~ DEPUTY CITY ENGINEER PE#: 28176 EXP: 03-31-06 DATE DWN BY: BMIAW I PROJECT NO. I DRAWING NO. OAlE INITIAL OAlE INlllAL DATE INITIAL CHKD BY: PS REVISION DESCRIPTION 4001 ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: MO 434-5 ' • ~ --~---.. ...A LL 0 UJ . (!) I 0 12'-0" MINIMUM BUILDING DATA BUILDING HEIGHT/STORIES: 30'-0" I 2 STORY ALLOWABLE AREA ANALYSIS: LEARNING CENTER AREA: BUILDING AREA: GROUND LEVEL: UPPER LEVEL: OCCUPANCY: OCCUPANT LOAD (REMODEL): OCCUPANT LOAD (UPPER LEVEL): TOTAL OCCUPANT LOAD: TYPE OF CONSTRUCTION: BASIC ALLOWABLE AREA: TOTAL ALLOWABLE STORYS: TOTAL ALLOWABLE AREA: (x2 WITH SPRINKLER) 11,393 SF 5,990 SF (5,720 REMODEL/ 270 NEW) 5,403 SF A-3 132 136 268 V-1 HR (SPRINKLERED) 10,500 SF PER STORY 2 21,000 SF 42,000 SF .------~~~------., leF/ 35, /ISi tJo, RF{} 02 TYPE OF CONSTRUCTION: TYPE V _ 1 HR 2 I/I? EXTcR/0/i' W.4LL ~,;-..-.,.~-v-----l Al(JW I /./le' EXT BEARING WALLS: 2MR,;a::.E£;~~1 ~H~R~~:L:S 12=·~1,~·1 ~IE:P~E:__,,''--'~~-~ ~~ ..____..,.. I STRUCTURAL FRAME: 1 HR EXT NONBEARING WALLS: INT BEARING WALLS: PERMANENT PARTITIONS: SHAFT ENCLOSURES: FLOORS: ROOF/ROOFING: OPENINGS: 2 HR<5 FT. 1 HR ELSEWHERE 1 HR 1 HR 1 HR 1 HR 1 HR NOT PERMITTED <5", PROTECT <10' THIS PROJECT COMPLIES WITH THE FOLLOWING: 2001 CBC (ADOPTS 1997 UBC) 2000 UPC 2000 UMC 2002 NEC TITLE 24 8'-0" 1'-6" , 5'-0" 1~ ,, - ~+-~u-----~1.,,,~LSBAD CITY LIBR4~Y-: ~-r- 3/4" STRUCTURAL 1 DOUGLAS FIR A-C PLYWOOD, TOUCH SANDED EXTERIOR GLUE, PAINT FRONT & BACK OF SIGN WITH ONE COAT WHITE PRIMER & TWO COATS GLOSS WHITE ENAMEL, BORDER & LETTERING WITH GLOSS BLACK ENAMEL M -I I I 3368EUREKAPLACE I I I ~ ~ ~~ I I LIBRARYLEARNINGCENTER I J1 ____ -_H,:_i;~1/2"DIAx5"LAGBOLTWITH ~ 1"-.---cihl CTOR:(TBD)-COMPLETION:DATESEPTEMB~F 21101 ~ WASHER, 6 REQUIRED, ~ c~"'f'j-'' l I DRILL PILOT HOLES IN CLAUDE A. "BUD" LEWIS ®'"'~ ";;'!~"-' I I ~ POSTS, TYP ""o~C'™ I I --M~~!~~~~ -()--1-C. ~ l: TtT Sl,N ~ Tt ?.i \;--- ~ -~ SEAL DECAL PROVIDED BY CITY 2'-3=,,,:cc. ~=== 1'8112" J -~ -r::~ UJ -----------<'---+~+-----,/~--- --I=+-~~-- -_, 0 .I'• ,-I_ I _I l_il -1 "-I 1--1 11"_;.,.,.,,-r-,_,;'l"_,,--,,,-_-,n-,,...,-,-,,=,---... _,=,,j '' : ._._ ,-,~-=-t--BREAKAWAY FEATURE PER I I-I--I I-I l-1~11·11 I: Iii-I -1-1 -I , I , 1, CALTRANSSTD.DWGS42-15 :--1--,,-,1-I I II 11-1-11--1 1-'----11-1 'n-1-'11-'---11-1-'--_I 1-,1 • -I I I - I ,, I I I 11 - I I I I I I I ,_ I I I I 11 I I ,, • I II I 1111 I II I :1 II i 11-1-:1 < 1111 , :1 : ' 6"x6"DOUGFIRNO.1 -Ci,;:l, '11 1 ,111 i'1 11 1 1,,,1 1 11 1 1,i'I_ I 1,.11 l,II I J\I' ' ' PRESSURETREATEDPOST I ~: ' ~ I I I 11 -_I __ I, ·,_ I I i' ·1 I , 1 : • i I -I " . . -J -"' -I (TYPICAL) i :_·: ;:--I I I I I I I I I " JI I I I I _J I -I I_J'_II I•• • I I I 11 -1--, 11 -n'·_1T -1 1--1 1. 1_ 1 1 :· 1-11-1 1----c-_: ;1 1:: : _: _1-:_: _: :_: 1-: __ : 1 ,I lc=II , __ I~::.~ ;,-1_ .l~LJ-= IL =I I= I Tl-I .,, . ' I : ' I Lµ''-: ' PROJECT DATA OWNER: CONTACT: PROJECT ADDRESS: EXISTING USE: PROPOSED USE: PROJECT DESCRIPTION: APN# LEGAL DESCRIPTION: SITE ACREAGE: ZONE: GENERAL PLAN LAND USE DESIGNATION: BUILDING SQUARE FOOTAGE LEARNING CENTER: MODULAR: TOTAL SQUARE FOOTAGE: LOT COVERAGE: LEARNING CENTER: MODULAR: TOTAL LOT COVERAGE: SITE AREA: SITE GRADING: LANDSCAPE AREA: # OF PARKING SPACES REQUIRED: PROVIDED: OPEN/ REC SPACE SEWER SERVICE: WATER SERVICE: SCHOOL DISTRICT: SETBACKS: FRONT YARD: SIDE YARD: REAR YARD: CITY OF CARLSBAD HEATHER PIZZUTO 1775 DOVE LANE CARLSBAD, CA 92009 3368 EUREKA PLACE CARLSBAD, CALIFORNIA 92008 CARLSBAD GIRLS CLUB, HEADSTART CARLSBAD LIBRARY LEARNING CENTER THE PROJECT WILL RENOVATE THE 'CARLSBAD GIRLS' CLUB' TO ACCOMODATE THE 'CARLSBAD LIBRARY LEARNING CENTER'. THE EXISTING BUILDING WILL REMAIN AND BE REMODELED WITH A SECOND STORY ADDITION. THE EXISTING 'HEADSTART' FACILITY WILL BE DEMOLISHED AND THE PROGRAM WILL MOVE INTO MODULAR CLASSROOMS INSTALLED ON THE EAST SIDE OF THE SITE. # 205-112-37-00 LOTS 9 AND 10, OPTIMO TRACT, SUBDIVISION OF TRACT 234, THUM LANDS, MAP #1681, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE MAP THEREOF NO.1805, FILED AT REQUEST OF FIRST NATIONAL BANK OF OCEANSIDE. 1.13 AC R-1 RM 11,393 SF 4.800 SF 16,193SF 5,990 SF 4,800 SF 10,790 SF (21.8%) 49,318 SF (1.13ACRES) 354 CUBIC YARDS/ ACRE 8,213 SF (.19 AC) (16.6% OF LOT) 55 61 (INCLUDING 6 HANDICAPPED) 5500 SF+ CITY OF CARLSBAD CARLSBAD MUNICIPAL WATER DISTRICT CARLSBAD UNIFIED SCHOOL DISTRICT 20' FEET 10' FEET 20' FEET AVERAGE DAILY TRAFFIC: (APPROXIMATE VEHICLE TRIPS PER DAY) HEADSTART: 130 CENTRO DE INFORMACION: 20 LIBRARY LITERACY: 130 TOTAL: 280 ARCHITECTURAL LEGEND (A', '-...._j '0 \_',) I GRID LINE =@ DETAIL CALL OUT & SECTION CALL OUT © DETAIL CALLOUT Qi) INTERIOR ELEVATION CALL OUT ---&-ELEVATION T.O. ROOF: TOP OF METAL ROOF (NOT BATTEN) T.O. WALL: TOP OF CONCRETE WALL F.F: FINISH FLOOR ® WINDOW/LOUVER @ DOOR CD ROOM NUMBER \@ KEYNOTE > SLOPE TO DRAIN SYMBOLS LEGEND DOUBLE SIDED BOOK STACK SINGLE SIDED BOOK STACKS , 42"H BOOK STACKS • 60"H BOOK STACKS c 60"H BOOK STACKS c PHOTOCOPIER COMPUTER C e LASER PRINTER s SCANNER L STAFF LOCKER , FILE CABINET '"° RADIO FREQUENCY IDENTIFICAION DEVICE CAST PUSH CART SACK SERVER RACK "" UNINTERRUPTIBLE POWE ' SP STROLLER PARKING F FIRE EXTINGUISHER R. RECESSED S: SURFACE: MOUNTED SR: SEMI-RECESSED SEE DETAILS AND SPECIFICATIONS R SUPPLY ABBREVIATIONS AD: Area Drain ADA: Americans with Disabilities Act of 1992 ADAAG: Americans with Disabilities Act Architectural Guidelines AFF: Above Finished Floor ALUM: Aluminum ANOD: Anodized AP: Access Panel APPROX: Approximate ARCH: Architectural ASPH: Asphalt ASSY: Assembly ASTM: American Society for Testing and Materials ATC: Acoustical Tile Ceiling 8.0.: Bottom OF BD: Board BIT: Bituminous BJF: Bituminous Joint Filler BLDG: Building BLT-IN: Built-In BM: Beam BUR: Built-up Roof CAB: Cabinet CJP: Cast-in-Place CLC: Center Line of Column CLG: Ceiling CMU: Concrete Masonry Unit COL: Column CONG: Concrete CONT: Continuous CORR: Corridor CP: Cesspool CPT: Carpet CT: Ceramic Tile CY: Cubic Yard D: Deep DEMO: Demolition DEPT: Department DET: Detail OF: Drinking Fountain DIA: Diameter DIFF: Diffuser DIM: Dimension DN:Down OS: Downspout DWG: Drawing DWGS: Drawings (E): Existing ELECT: Electrical ELEV: Elevation EQ: Equal FAR: Floor Area Ratio FD: Floor drain FF: Finished Floor FF&E: Fixtures, Furnishings&. Equipment FOC: Face of Concrete FOS: Face of Studs FT: Foot, Feet GA: Gauge GALV: Galvanized GB: Grab Bar, Glass Block, Gypsum Board GFCI: Ground Fault Circuit Interrupted GFI: Ground Fault Interrupted GYP: Gypsum GYP 80: Gypsum Board HB: Hose Bib HC: Handicapped HM: Hollow Metal HP: High Point, High Pressure, Horse Power HR: Hour ID: Inside Diameter IN: Inch INSUL: Insulation !NT: Interior JC: Janitor's Closet DESK CHAIR LOUNGE CHAIR STACKING CHAIR COMPUTER SEAT TASK CHAIR GUEST CHAIR II\ 1/5 BU!lT t HOSE BIB DATE CNITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTI,ER APPROVAL Cl TY APPROVAL L: Angle LAV: Lavatory LB: Pound (weight) LP: Low Point MAX: Maximum MECH: Mechanical MIN: Minimum MISC: Miscellaneous NIC: Not In Contract NTS: Not To Scale OC: On Center OD: Outside Diameter PERF: Petforated PTO: Painted R: Radius RCP: Reflected Ceiling Plan RD: Roof Drain REBAR: Reinforcing Bar REQD: Required RFID: Radio Frequency Identification RM: Room ROW: Right of Way RPM: Revolutions Per Minute SCHED: Schedule SECT: Section SF: Square Foot SPEC: Specifications SQ: Square SS: Stainless Steel STL: Steel STRUCT: Structural SUSP: Suspended T&G: Tongue & Groove T.O.: Top of TYP: Typical UL: Underwriters' Laboratories UON: Unless Otherwise Noted USG: United States Gypsum Company VIF: Verify In the Field WD: Wood WH: Water Heater MANUEL ONCINA ARCHITECTS INC ---- ARCHITECTURF, PLANNING INTERIORS 571 l Lo Jolla Blvd. La Jolla, CA 92037 858/459-1221 TL 858/459-1214FX inquiries@oncinoorc.com "AS BUILT" TS2 _A~ ~~IIJI:~ • 9-1.:i-l12 RCE 2RJ7(L EXP. 3:'. ll• L:2. DATE REVIEIJED BY• INSPECTOR DATE [_::] CITY OF CARLSBAD SHEETS ,~~ 2 ENGINEERING DEPARTMENT )3-t' TITLE SHEET 2 CARLSBAD CITY LIBRARY LEARNING CENTER APPR0':(ED B_:': 1:Ll~UMMER 2-~-06 401,&.., .......,.,____ DEPUTY CITY ENGIN~ER PE#: 28176 EXP: 03-31-06 DATE DWN BY: BM/AW I PROJECT NO. I DRAWING NO. CHKD BY: PB RVWD BY: "0 4001 434-5 060806 FIRE PREVENTION NOTES EXITS 1. ALL EXIT DOORS SHALL BE EASILY OPENED FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. OR SHALL HAVE A SIGN READING, "THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS." MANUALLY OPERATED EDGE-OR SURFACE -MOUNTED FLUSH BOLTS AND SURFACE BOLTS OR ANY OTHER TYPE OF DEVICE THAT MAY BE USED OT CLOSE OR RESTRAIN THE DOOR OTHER THAN BY OPERATION OF THE LOCKING DEVICE SHALL NOT BE USED. WHERE EXIT DOORS ARE USED IN PAIRS AND APPROVED AUTOMATIC FLUSH BOLTS ARE USED, THE DOOR LEAF HAVING THE AUTOMATIC FLUSH BOLTS SHALL HAVE NO DOORKNOB OR SURFACE-MOUNTED HARDWARE. THE UNLATCHING OF ANY LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION. 2. ARRANGEMENT OF EXITS SHALL BE IN ACCORDANCE WITH 2001 CBC SECTION 1004 3. DOORS SHALL HAVE CLOSING DEVICES IN ACCORDANCE WITH 2001 C.B.C. SECTION 713. BUILDINGS SHALL COMPLY WITH 1997 UFC ARTICLE 81 FOR HIGH-PILED COMBUSTIBLE STOCK. 4. ILLUMINATION: SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED BY TWO ELECTRIC LAMPS OR SHALL BE OF AN APPROVED SELF-ILLUMINATED TYPE. 5. POWER SUPPLY: CURRENT SUPPLY TO ONE OF THE LAMPS FOR EXIT SIGNS SHALL BE PROVIDED BY THE PREMISES' WIRING SYSTEM. POWER TO THE OTHER LAMP SHALL BE FROM STORAGE BATTERIES OR AN ON-SITE GENERA TOR SET. 6. WHEN UNLOCKED. THE SINGLE DOOR OR BOTH LEAVES OF A PAIR OF DOORS MUST BE FREE TO SWING WITHOUT OPERATIION OF ANY LATCHING DEVICE. 7. FIRE DAMPER ASSEMBLIES, INCLUDING SLEEVES, AND INSTALLATION PROCEDURES SHALL BE APPROVED BY THE BUILDING INSPECTOR PRIOR TO INSTALLATION. FIRE PROTECTION EQUIPMENT 1. PLANS FOR ALL FIXED FIRE PROTECTION EQUIPMENT SUCH AS STANDPIPES, SPRINKLER SYSTEMS AND FIRE ALARM SYSTEMS MUST BE SUBMITTED TO, AND APPROVED BY, FIRE PLAN CHECK BEFORE THIS EQUIPMENT IS INSTALLED. 2. THE INSTALLATION OF AUTOMATIC FIRE SPRINKLER SYSTEMS SHALL BE IN ACCORDANCE WITH 1998 CFC 1003. 3. PLANS, SPECIFICATIONS AND CALCULATIONS SHALL BE CERTIFIED BY A LICENSED FIRE PROTECTION ENGINEER OR OTHER PERSON DEEMED COMPETENT, WITH A MINIMUM BY THE FIRE MARSHAL, AND SUBMITTED IN THE NAME OF A LICENSED SPRINKLER CONTRACTOR. 4. UNDERGROUND TEST -A PRESSURE TEST OF 200 PSI SHALLL BE MAINTAINED FOR A PERIOD OF TWO HOURS. THE LINE SHALL THEN BE FLUSHED. BOTH THE TEST AND THE FLUSH SHALL BE WITNESSED BY A REPRESENTATIVE FROM THE FIRE PREVENTION BUREAU. NFPA 13. 5. LEGAL OWNER OF PROPERTY SHALL MAINTAIN SERVICE CONTRACTS FOR ALL FIRE PROTECTION AND LIFE SAFETY SYSTEMS. LEGAL OWNER SHALL SUPPLY THE ENCINITAS FIRE PREVENTION BUREAU WITH A COPY OF SAID CONTRACTS PRIOR TO BUILDING FINAL. CFC 902.4/DEPARTMENT POLICY. 6. AUTOMATIC FIRE SPRINKLER SYSTEM -AN AUTOMATIC FIRE SPRINKLER SYSTEM SHALL BE INSTALLED AS PER N.F.P.A. 13 OR 13D WHICHEVER IS APPLICABLE, THE MOST SURRENT EDITION SHALL BE, USED (WITH SOME EXCEPTIONS AS NOTED BELOW), AND THE ENCINITAS FIRE DEPARTMENT POLICIES. DETAILED SPRINKLER PLANS SHALL BE SUBMITTED TO THE FIRE PREVENTION BUREAU FOR APPROVAL PRIOR TO INSTALLATION. SYSTEM DEMAND CURVE SHALL BE 10% BELOW WATER SUPPLY CURVE. A. SPRINKLER SYSTEM SHALL HAVE AN EASILY ACCESSIBLE INSPECTOR'S TEST VALVE RUN FROM THE HIGHEST AND MOST REMOTE POINT FROM THE SYSTEM RISE. A PROVISION TO CONTROL RUNOFF SHALL BE INCLUDED FOR THE INSPECTOR'S TEST VALVE AND SYSTEM DRAIN. B. TAMPER ALARMS SHALL BE REQUIRED ON ALL FIRE SERVICE VALVES. FLOW AND TAMPER ALARMS SHALL BE RUN OFF SITE TO A UL APPROVED CENTRAL MONITORING STATION. NFPA 71 C. A DURABLE FINISH SHALL PROTECT ALL EXPOSED PIPING AND VALVES. CALCULATIONS FOR FIRE SPRINKLER SYSTEM SHALL BE RUN TO THE POINT OF CONNECTION TO THE WATER DISTRICT MAIN INCLUDING CHECK VALVES AND DOUBLE 0, S, ANDY GATE VALVES. MISCELLANEOUS 1. ALL DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME-RETARDANT CONDITION. (CAL. CODE REGS., TIT. 19, SEC. 1.14, 3.08, 3.21, AND 1998 UFC SEC 1103.3.3, SEC 2501.5, SEC 2501.6) 2. ADDRESS NUMBERS SHALL BE PROVIDED IN A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. PERMANANT ADDRESS NUMBERS SHALL BE A MINIMUM OF 8 INCHES. (1998 CFC 901 .4.4). 3. THE CONSTRUCTION SHALL COMPLY WITH 1998 CFC ARTICLE 87. 4. ALL VALVES CONTROLLING THE WATER SUPPLY FOR AUTOMATIC SPRINKLER SYSTEMS AND WATER-FLOW SWITCHES ON ALL SPRINKLER SYSTEMS SHALL BE ELECTRICALLY MONITORED WHERE THE NUMBER OF SPRINKLERS IS 100 OR MORE. WHEN SERVING MORE THAN 100 SPRINKLER HEADS, AUTOMATIC SPRINKLER SYSTEMS SHALL BE SUPERVISED BY AN APPROVED CENTRAL, PROPRIETARY OR REMOTE, STATION SERVICE, OR, SHALL BE PROVIDED WITH A LOCAL ALARM WHICH WILL GIVE AND AUDIBLE SIGNAL AT A CONSTANTLY ATTENDED LOCATION.(2001 CBC 904.3.1, 1998 CFC 1003.3.1) 5. AN APPROVED AUDIBLE SPRINKLER FLOW ALARM SHALL BE PROVIDED ON THE EXTERIOR OF THE BUILDING IN AN APPROVED LOCATION. AN APPROVED AUDIBLE SPRINKLER FLOW ALARM TO ALERT THE OCCUPANTS SHALL BE PROVIDED IN THE INTERIOR OF THE BUILDING IN A NORMALLY OCCUPIED LOCATION. ACTUATION OF THE ALARM SHALL BE AS SET FORTH IN THE BUILDING CODE. (SEE UBC STANDARD 9-1) (2001 CBC 904.3.2, 1998 CFC 1003.3.2) 6. CONTRACTOR TO PROVIDE A KNOX BOX AT MAIN ENTRY, MOUNTED 6 TO 6.5 FEET ABOVE THE WALKING SURFACE AS REQUIRED BY 1997 UFC SECTION 902.4. KEY FOR FIRE DEPARTMENT EMERGENCY ACCESS TO BE PLACED IN KNOX BOX. 7. THE CONTRACTOR SHALL PROVIDE A 4A20BC FIRE EXTINGUISHER IN EACH MECHANICAL, ELECTRICAL, AND EQUIPMENT ROOM (1998 CFC 1002, UFC 10-1). 8. PROVIDE A MINIMUM OF ONE 2A10BC CLASSIFICATION FIRE EXTINGUISHER WITHIN 75 FEET TRAVEL DISTANCE FOR EACH 6,000 SQUARE FEET OR PORTION THEREOF ON EACH FLOOR. (1998 CFC 1002 UFC 10-1). ' 9. ALL INTERIOR FINISHES MUST COMPLY WITH THE 2001 CBC CHAPTER 8. 10. PROVIDE H.C. SIGNAGE FOR THE FACILITY TO SATISFY REQUIREMENTS PER 2001 CBC SECTION 1117B.5. 11. FIRE-EXTINGUISHING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH 2001 CBC 904 AND COMPLY WITH UBC STANDARDS 9-1 AND 9-2. 12. ALL REQUIRED PERMITS MUST BE OBTAINED FROM FIRE PLAN CHECK BEFORE THE BUILDING IS OCCUPIED. 13. ALL AREAS SHALL BE PROTECTED BY AN APPROVED AUTOMATIC FIRE SPRINKLER SYSTEM DESIGNED TO NFPA STANDARD 13. CBC 904.2.1 14. AN ADDRESSABLE FIRE ALARM SYSTEM DESIGNED IN ACCORDANCE , SIGNAGE 1. THE PATH OF TRAVEL TO AND WITHIN EXITS IN A BUILDING SHALL BE IDENTIFIED BY EXIT SIGNS CONFORMING TO THE REQUIREMENTS OF SECTION 1003.2.8. EXIT SIGNS SHALL BE READILY VISIBLE FROM ANY DIRECTION OF APPROACH. EXIT SIGNS SHALL BE LOCATED AS NECESSARY TO CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL. NO POINT SHALL BE MORE THAN 100 FEET FROM THE NEAREST VISIBLE SIGN. (2001 CBC 1003.2.8.2) 2. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. (2001 CBC 1003.2.8.4) 3. ALL EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. TO ENSURE CONTINUED ILLUMINATION FOR A DURATION OF NOT LESS THAN 1 1/2 HOURS IN CASE OF PRIMARY POWER LOSS, THE EXIT SIGNS SHALL ALSO BE CONNECTED TO AN EMERGENCY ELECTRICAL SYSTEM PROVIDED FROM STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR SET, AND THE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE ELECTRICAL CODE. EXCEPTIONS INCLUDE ANY APPROVED SELF-LUMINOUS SYSTEM, THAT PROVIDES CONTINUOUS ILLUMINATION INDEPENDENT OF THE EXTERNAL POWER SOURCE. (2001 CBC 1003.2.8.5) 4. PER 2001 CBC 1003.2.8.6.1, TACTILE EXIT SIGNS SHALL BE REQUIRED AT THE FOLLOWING LOCATIONS: 1. EACH GRADE-LEVEL EXTERIOR EXIT DOOR SHALL BE IDENTIFIED BY A TACTILE EXIT WITH THE WORD, "EXIT". 2. EACH EXIT DOOR THAT LEAD DIRECTLY TO A GRADE-LEVEL EXTERIOR EXIT BY MEANS OF A STAIRWAY SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE FOLLOWING WORDS AS APPROPRIATE: A. "EXIT STAIR DOWN" B. "EXIT STAIR UP" 3. WHEREVER BASIC UBC PROVISIONS REQUIRE EXIT SIGNS FROM A ROOM OR AREA TO A CORRIDOR OR HALLWAY. THE TACTILE EXITE SIGN SHALL HAVE THE WORDS, "EXIT ROUTE". 5. TACTILE STAIR LEVEL IDENTIFICATION SIGNS THAT COMPLY WITH 1117B.5.1-B SHALL BE LOCATED AT EACH FLOOR LEVEL LANDING IN ALL ENCLOSED STAIRWAYS IN BUILDINGS TWO OR MORE STORIES IN HEIGHT TO IDENTIFY THE FLOOR LEVEL. AT THE EXIT DISCHARGE LEVEL, THE SIGN SHALL INCLUDE A RAISED FIVE POINTED STAR LOCATED TO THE LEFT OF THE IDENTIFYING FLOOR LEVEL. (2001 CBC 1003.3.3.13.1) 6. WHERE PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, RAISED LETTERS SHALL ALSO BE PROVIDED AND SHALL BE ACCOMPANIED BY BRAILLE. (SEE 2001 CBC 1117B.5) 7. SIGNAGE REQUIREMENTS OF SECTION 1117B.5 WILL BE SATISFIED. LJ - u ' WITH NFPA STANDARD 72 SHALL BE PROVIDED IN ALL AREAS ? 1 ,,-;;- INCLUDING THE MODULAR BUILDINGS. CBC 305.9 i b"' /nJ • · 15. 1-HOUR FIRE RATED CONSTRUCTION SHALL SEPARATE LOWER AND o.. ;~ iv W- UPPER FLOORS OF LIBRARY LEARNING CENTER. CBC 303.2.2.2 \ -\_n'~i CJ£ ~•-~-'r--- 16. EXTERIOR EXIT STAIRS SHALL COMPLY WITH CBC 1006.3.3.1 17. PENETRATIONS OF FIRE-RESISTIVE WALLS, FLOOR-CEILINGS AND ROOF-CEILINGS SHALL BE PROTECTED AS REQUIRED IN UBC SECTIONS 709 AND 710. -1 m tllJ. tz.'I ,J iz., I 1.1 11-1 GRO(li/lJ LE/IE{ .f"/ON46'c f'!,41( /IS/ CJe;Jt, ( 18. MEMBRANE PENETRATIONS OF THE FIRE-RESISTIVE WALLS SHALL ,' 11 I COMPLY WITH SECTION 709.6. EXCEPTIONS: STEEL ELECTRICAL ,-------.---,--!,J'1t'-r--....Jff.,._--1 BAORXEAES0THAT DO NOT EXCEED 16 SQIN IN AREA, PROVIDED THAT THE l-" ill) •t@I F SUCH OPENINGS DOES NOT EXCEED 100 SQIN FOR ANY 100 '=' ,,, "..~ :;n, SQFT OF WALL AREA. OUTLET BOXES ON OPPOSITE SIDES OF WALL , ,=-' ;:;,,,, SHALL BE SEPARATED BY A HORIZONTAL DISTANCE OF NOT LESS THAN'°' I f--,l~, 1--,-I "=-IIX 24 INCHES. MEMBRANE PENETRATIONS FOR ELECTRICAL OUTLET t ;.~,;;, ""Im. ~ '" BOXES OF ANY MATERIAL ARE PERMITTED, PROVIDED THAT SUCH d ~@ , . ., , '" ,,, "' \iil c'Jfu BOXES ARE TESTED FOR USE IN FIRE-RESISTIVE ASSEMBLIES AND "' · '.,;:, '.;' lliJ ';,' INSTALLED IN ACCORDANCE WITH THE TESTED ASSEMBLY (2001 CBC 1'""1 "~I i=@"---lc,==1 ~ 709.7) ... , -..... _ 2,,.\..._ Vz1t. 2. · ,.__ ___ ~----_ , Z" .,,--: f/Olv'-GL/IRE 8ACK6~CJt/NO -m ~ y I l'ER cec 1118. 15. z ,~ -,1-' • --7 L Li;~ r-f 1:7 I IZM; ~"\zJ w~ 2/.11_' j : '", l XX XX XX~ I s,c,,,,, N@7#:/4IIOLiENGT// '----l > ':,; ;,, " '-X-X-X-XX--_-----..__--1,,____ 1 1 f:J,jff,.RY-Olle ro Tc.XT f./Pf'cl? LEVEL ,J/G/V4CE PLJA' ;,; 46/ OffOc , ~ ___________ __ ¥B'f!IGIIJ<1/'3Z•J?.4/seo SIIEE76ENE,f4L ,Yt)TC:5 !... ~ r-------, --I ra7"..?c/?C'8C/J(7fJ.5,5, > , ,:, 1-_____ • __ :,._ I (/5,!! N;JMEOFRtJO,W ON l 4tt S/6116 lW/"4,Pc4,f{),:l/,ITF!J TO 6/4SS 61,/.4// dE LJ,4C<ELl {)/y' tJJ'/'JSlrE S/LJc ' ) I \!! i W/7/ION/VeR rCK TO WP.Cf/ IT MC,!'£ ~ I (-'lt!NGC,;:/l SIGNS, FIRST -~ L _ _ _ _ _ _ _ _ _I 'ff¾vfffl/Stl,5ECON0 ".,, NOTt /. 6ACkoROUNO COlOR TO/Je /812TAl/fe' ;J;VO TENT COi.OR T;JBe 225 'Jl'I/ITc'CIIOSEN FRCM MOl/4WI< SIG.-\1 SY5Te/.l. -- ·2. CONTK.4CTC// TtJ Stl!JMlf £1/,Jf' /!J;Jl(;!'/G! rt?!? ALL S/6NS IWT#CIJPY SOT/hJTl'/fC/'GR 5/CN Sir#C,l//y/3€ OETERM/N§"O. '· 5/G/,/"S ON FIRST r4XII' ,;JF 81//L,!//NG ,ue (!/2/N§@L, ENGL/Sf/·S.?,4,Wf/1, SEE! .5f/'3€TS 'f:Od .4//o-20; Fc:>R COf'Y (DROOM IOeNT/l'(GAflON SIGN . ,R.406 2 5,R///UE f'E,R CBC //178. 5.6 SICNAG&" SC/lc.OULE SU8Al!TT.4L fl 6'9.4 .J,/ r:JV Rt'..1,Y 116 $1"~ ,:JrMo/J /2.fl f)i,M, 10 3 :2. (1,41 £1ltJI{ l/f JIPG/Jr!J/J{)/l 117 .?MR (.0 OooK I 0 NONRESIDENTIAL ENERGY STANDARDS COMPLIANCE ENVELOPE MANDATORY MEASURES (TITLE 24, PART 6, CHAPTER 1) 1. INSTALLED INSULATION MATERIAL SHALL HAVE BEEN CERTIFIED BY THE MANUFACTURER TO COMPLY WITH THE CALIFORNIA QUALITY STANDARDS FOR INSULATING MATERIAL PER SECTION 118 ENERGY EFFICIENCY STANDARDS. 2. ALL INSULATING MATERIALS SHALL BE INSTALLED IN COMPLIANCE WITH THE FLAME SPREAD RATING AND SMOKE DENSITY REQUIREMENTS OF SECTIONS 2602 AND 707 OF THE UBC. 3. ALL EXTERIOR JOINTS AND OPENINGS IN THE BUILDING ENVELOPE THAT ARE OBSERVABLE SOURCES OF AIR LEAKAGE SHALL BE CAULKED, GASKETED, WEATHER-STRIPPED OR OTHEREWISE SEALED TO MEET THE CALIFORNIA QUALITY STANDARDS PER SECTION 116 ENERGY EFFICIANCY STANDARDS. 4. SITE CONSTRUCTED DOORS, WINDOWS, AND SKYLIGHTS SHALL BE CAULKED BETWEEN THE UNIT AND THE BUILDING, AND SHALL BE WEATHER-STRIPPED (EXCEPT FOR UNFRAMED GLASS DOORS AND FIRE DOORS) 5. MANUFACTURED DOORS AND WINDOWS INSTALLED SHALL HAVE AIR INFILTRATION RATES CERTIFIED BY THE MANUFACTURER PER SECTION 116(A)1 OF THE ENERGY EFFICIENCY STANDARDS. MANUFACTURED FENESTRATION PRODUCTS MUST BE LABELED FOR U-VALUE ACCORDING TO NFRC PROCEDURES. 6. DEMISING WALL INSULATION (R-11) SHALL BE INSTALLED IN ALL OPAQUE PORTIONS OF FRAMED WALLS (EXCEPT DOORS). FLOOR PLAN GENERAL NOTES 1. DIMENSIONS ARE TO THE FOLLOWING UNLESS NOTED OTHERWISE: COLUMN: TO CENTERLINE STUD WALL: TO FACE OF STUD STOREFRONT: TO FACE OF FRAME OPENING: NOMINAL ROUGH OPENING 2. MECHANICAL, ELECTRICAL, AND PLUMBING FIXTURES SHOWN ON ARCHITECTURAL PLANS ARE FOR ACCURACY OF LOCATION ONLY. THOSE NOT SHOWN ON ARCHITECTURAL DRAWINGS ARE TO BE LOCATED PER MECHANICAL, ELECTRICAL, OR PLUMBING DRAWINGS. - MISCELLANEOUS 1. GRADE LEVEL AREAS DESIGNATED AS EXIT DISCHARGE COMPONENTS FOR A BUILDING SHALL BE PERMANENTLY MAINTAINED. SUCH AREAS SHALL NOT BE DEVELOPED OR OTHERWISE ALTERED IN THEIR CAPACITY TO PROVIDE FOR CONTINUOUS, UNOBSTRUCTED, AND UNDIMINISHED MEANS OF EGRESS FOR THE BUILDING OCCUPANT. IF SUCH AREAS ARE SOLD INDEPENDENT OF THE BUILDING THEY SERVE AN EXIT DISCHARGE COMPLYING WITH THE REQUIREMENTS OF ' SECTION 1006 SHALL BE PROVIDED FOR THE BUILDING. 2. ALL STUDS, JOISTS AND TRACKS TO COMPLY WITH ICBO EVALUATION REPORT NO. 4784-P. 3. PROVIDE MEANS OF EGRESS IDENTIFICATION USING EXIT SIGNS THAT ARE INTERNALLY OR EXTERNALLY ILLUMINATED ALONG THE PATH OF TRAVEL WITHIN THE MEANS OF EGRESS SYSTEM. THE EXIT SIGNS SHALL BE READILY VISIBLE FROM ANY DIRECTION OF APPROACH AND SHALL BE LOCATED TO CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL AND SUCH THAT NO POINT SHALL BE MORE THAN 100 FEET FROM THE NEAREST VISIBLE SIGN. 4. EXIT SIGNS SHALL BE CONNECTED TO AN EMERGENCY ELECTRICAL POWER, OR AN APPROVED SELF-LUMINOUS SYSTEM, THAT PROVIDES CONTINUOUS ILLUMINATION INDEPENDENT OF THE EXTERNAL POWER SOURCE TO ENSURE THAT THE EXIT SIGNS ARE ILLUMINATED AT ALL TIMES. 5. AN APPROVED SET OF PLANS (BUILDING, FIRE SPRINKLER, FIRE ALARM, ETC.) SHALL BE ON THE JOB SITE DURING CONSTRUCTION. NO INSPECTIONS Will BE MADE WITHOUT COMPLIANCE WITH ABOVE. (2001 C.B.C. 106.4.2) 6. ELECTRICAL -ALL CIRCUIT BREAKERS SHALL BE LABELED TO CLEARLY INDICATE AREAS SERVED. THE MAIN ELECTRICAL SHUT-OFF SHALL VE IDENTIFIED WITH EITHER THE BUSINESS NAME OR THE BUSINESS ADDRESS. NEC ARTICLE 70. 7. NATURAL GAS -THE MAIN GAS SHUT-OFF TO THE BUILDING SHALL BE LABELED WITH EITHER THE BUSINESS NAME OR THE BUSINESS ADDRESS. PROTECTIVE STEEL POSTS FILLED WITH CONCRETE SHALL BE PLACED AROUND ALL METERS SUBJECT TO VEHICULAR TRAFFIC. C.F.C. 1106. 8. HOUSEKEEPING-GOOD HOUSEKEEPING SHALL BE MAINTAINED AT ALL TIMES. ACCUMULATION OF COMBUSTIBLE WASTE MATERIALS IN THE BUILDING SHALL NOT BE ALLOWED. C.F.C 902.4/DEPARTMENT POLICY. V SIGN 5Cf..lEOULe _ SIJBM/Tu/L H-6'!14 6'/GN $C/✓c0(/L£" SUIJ.JI/T7J/L. # 6.!1,4 ' I I , \ 2-28-07 I • ~'-.. REN • C~\. \\ I • , ' ,/4,!u/4,j., 0 g,,,.rt.... 9· AS" -LO RCE" 2-fll7C, EXP. 3 • °!//• l'Z-DATE REV!E\,'ED BY• INSPECTOR DATE GENERAL NOTES CARLSBAD CITY LIBRARY LEARNING CENTER ~~~;~f~;~;+=============================j=~~~Jt====f====Jt===j 1~A'?.'P':::P :M~RO~~~~~~: ":-:wc"1't!f'"=, c:::M:c"~=~:ciue,p,Ml2_EZR="><-----2 G-Or, : DEPUTY CITY ENGINEER PE#: 28176 EXP: 03-31-06 DATE D INITIAL DATE INITIAL DATE INITIAL OWN BY: BM/AW CHKD BY:~"~- RVWO BY: MO PROJECT NO. I DRAWING NO. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL 4001 434-5 DISABLED ACCESS REGULATIONS SITE DEVELOPMENT: NOTE: ACCESSIBLE ROUTE OF TRAVEL IS DEFINED AS "A CONTINUOUS UNOBSTRUCTED PATH CONNECTING ALL ACCESSIBLE ELEMENTS AND SPACES IN AN ACCESSIBLE BUILDING OR FACILITY THAT CAN BE NEGOTIATED BY A PERSON WITH A SEVERE DISABILITY USING A WHEELCHAIR, AND THAT IS ALSO SAFE FOR AND USABLE BY PERSONS WITH OTHER DISABILITIES, AND THAT ALSO IS CONSISTENT WITH THE DEFINITION OF "PATH OF TRAVEL" IN SECTIONS 217-P & 11028, 2001 CBC 1. WHEN A BUILDING, OR PORTION OF A BUILDING, IS REQUIRED TO BE ACCESSIBLE OR ADAPTABLE, AN ACCESSIBLE ROUTE OF TRAVEL SHALL BE PROVIDED TO ALL PORTIONS OF THE BUILDING, TO ACCESSIBLE BUILDING ENTRANCES AND BETWEEN THE BUILDING AND THE PUBLIC WAY. AT LEAST ONE ACCESSIBLE ROUTE WITHIN THE BOUNDARY OF THE SITE SHALL BE PROVIDED FROM PUBLIC TRANSPORTATION STOPS, ACCESSIBLE PARKING, AND ACCESSIBLE PASSENGER LOADING ZONES, AND PUBLIC STREETS OR SIDEWALKS TO THE ACCESSIBLE BUILDING ENTRANCE THEY SERVE. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDINGS, FACILITIES, ELEMENTS AND SPACES THAT ARE ON THE SAME SITE. (2001 CBC 11148.1.2) 2. 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. 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. (2001 CBC 11278.1) 3. PROVIDE & MAINTAIN AN UNOBSTRUCTED MINIMUM HEIGHT CLEARANCE OF 7 FEET ALONG THE MEANS OF EGRESS SYSTEM. (2001 CBC 1003.2.4.) 4. ALL EXISTING FACILITIES INCLUDING SITE ITEMS, ENTRANCES, WALKS, RAMPS, PARKING, STAIRS, ELEVATORS, RESTROOMS, ETC. ARE HC COMPLYING, SUBJECT TO FIELD VERIFICATION. BUILDING ACCESSIBILITY: 1. ALL ENTRANCES AND EXTERIOR GROUND-FLOOR EXIT DOORS TO BUILDINGS AND FACILITIES SHALL BE MADE ACCESSIBLE TO PERSONS WITH DISABILITIES. DOORWAYS SHALL HAVE A MINIMUM CLEAR OPENING OF 32 INCHES WITH THE DOOR OPEN 90 DEGREES, MEASURED BETWEEN THE FACE OF THE DOOR AND THE OPPOSITE STOP. (2001 CBC 11338.1.1.1.1) PARKING: 1. EACH LOT OR PARKING STRUCTURE WHERE PARKING IS PROVIDED FOR THE PUBLIC AS CLIENTS, GUESTS OR EMPLOYEES, SHALL PROVIDE ACCESSIBLE PARKING. ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTE OF TRAVEL FROM ADJACENT PARKING TO A PRIMARY ENTRANCE. TABLE 118-6 ESTABLISHES THE NUMBER OF ACCESSIBLE PARKING SPACES REQUIRED. (2001 CBC 11298.1) 2. WHERE SINGLE ACCESSIBLE PARKING SPACES ARE PROVIDED, THEY SHALL BE 14 FEET WIDE AND OUTLINED TO PROVIDE A 9-FOOT PARKING AREA AND A 5-FOOT LOADING AND UNLOADING ACCESS AISLE ON THE PASSENGER SIDE OF THE VEHICLE. THE MINIMUM LENGTH OF EACH PARKING SPACE SHALL BE 18 FEET. (2001 CBC 11298.4-1 & FIG. 118-188) 3. WHERE MORE THAN ONE SPACE IS PROVIDED IN LIEU OF PROVIDING A 14-FOOT-WIDE SPACE FOR EACH PARKING SPACE, TWO SPACES CAN BE PROVIDED WITHIN A 23-FOOT-WIDE AREA LINED TO PROVIDE A 9-FOOT PARKING AREA ON EACH SIDE OF A 5-FOOT LOADING AND UNLOADING ACCESS AISLE IN THE CENTER. (2001 CBC 11298.4-1 & FIG. 11B-18A,C) 4. ONE IN EVERY EIGHT SPACES, BUT NOT LESS THAN ONE, SHALL BE SERVED BY AN ACCESS AISLE 96 INCHES WIDE MINIMUM PLACED ON THE SIDE OPPOSITE THE DRIVER'S SIDE WHEN THE VEHICLE IS GOING FORWARD INTO THE PARKING SPACE AND SHALL BE DESIGNATED VAN ACCESSIBLE AS REQUIRED BY SECTION 11298.5. (2001 CBC 11298.4-2) 5. THE WORDS "NO PARKING" SHALL BE PAINTED ON THE GROUND WITHIN EACH 8 FOOT LOADING AND UNLOADING ACCESS AISLE. THIS NOTICE SHALL BE PAINTED IN WHITE LETTERS NO LESS THAN 12 INCHES HIGH AND LOCATED SO THAT IT IS VISIBLE TO TRAFFIC ENFORCEMENT OFFICIALS. (2001 CBC 1129B.4-1,2) 6. IN EACH PARKING AREA, A BUMPER OR CURB SHALL BE PROVIDED AND LOCATED TO PREVENT ENCROACHMENT OF CARS OVER THE REQUIRED WIDTH OF WALKWAYS. ALSO, THE SPACE SHALL BE LOCATED SO THAT PERSONS WITH DISABILITIES ARE NOT COMPELLED TO WHEEL OR WALK BEHIND CARS OTHER THAN THEIR OWN. PEDESTRIAN WAYS WHICH ARE ACCESSIBLE TO PEOPLE WITH DISABILITIES SHALL BE PROVIDED FROM EACH SUCH PARKING SPACE TO RELATED FACILITIES, INCLUDING CURB CUTS OR RAMPS AS NEEDED. RAMPS SHALL NOT ENCROACH INTO ANY ACCESSIBLE PARKING SPACE OR THE ADJACENT ACCESS AISLE. THE MAXIMUM CROSS SLOPE IN ANY DIRECTION OF AN ACCESSIBLE PARKING SPACE AND THE ADJACENT ACCESS AISLE SHALL NOT EXCEED 2 %. (2001 CBC 1129B.4-3) 7. SURFACE SLOPES OF ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL BE THE MINIMUM POSSIBLE AND SHALL NOT EXCEED 2 % SLOPE IN ANY DIRECTION. (2001 CBC 11298.4-4) 8. SIGN TO IDENTIFY ACCESSIBLE PARKING SPACES MAY BE CENTERED ON A WALL AT THE INTERIOR AND OF THE PARKING SPACE AT A MINIMUM HEIGHT OF 36 INCHES FROM THE PARKING SPACE FINISHED GRADE, GROUND OR SIDEWALK. (2001 CBC 1129B.5) 9. AN ADDITIONAL SIGN SHALL BE POSTED, IN A CONSPICUOUS PLACE, AT EACH ENTRANCE TO OFF-STREET PARKING FACILITJES, OR IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE. THE SIGN SHALL BE NOT LESS THAN 17 INCHES x 22 INCHES IN SIZE WITH LETTERING NOT LESS THAN 1 INCH IN HEIGHT, WHICH CLEARLY AND CONSPICUOUSLY STATES THE FOLLOWING: "UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES MAY BE TOWED AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT __ , OR BY TELEPHONING __ ." NOTE: BLANK SPACES ARE TO BE FILLED IN WITH APPROPRIATE INFORMATION AS A PERMANENT PART OF THE SIGN. DOORS: 1. EVERY REQUIRED EXIT DOORWAY SHALL BE OF A SIZE AS TO PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 3 FEET IN WIDTH AND NOT LESS THAN 6 FEET 8 INCHES IN HEIGHT. WHEN INSTALLED IN EXIT DOORWAYS, EXIT DOORS SHALL BE CAPABLE OF OPENING AT LEAST 90 DEGREES AND SHALL BE SO MOUNTED THAT THE CLEAR WIDTH OF THE EXIT WAY IS NOT LESS THAN 32 INCHES. (2001 CBC 11338.2.2) 2. FOR HINGED DOORS, THE OPENING WIDTH SHALL BE MEASURED WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. (2001 CBC 11338.2.3) 3. WHERE A PAIR OF DOORS IS UTILIZED, AT LEAST ONE OF THE DOORS SHALL PROVIDE A CLEAR, UNOBSTRUCTED OPENING WIDTH OF 32 INCHES WITH THE LEAF POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. (2001 CBC 11338.2.3.1) 4. REGARDLESS OF OCCUPANCY LOAD, THERE SHALL BE A FLOOR OR LANDING ON EACH SIDE OF A DOOR. (2001 CBC 11338.2.4) 5. THE FLOOR OR LANDING SHALL NOT BE MORE THAN 1/2 INCH LOWER THAN THE THRESHOLD OF THE DOORWAY. CHANGE IN LEVEL BETWEEN 1/4 INCH AND 1/2 INCH SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1 UNIT VERTICAL TO 2 UNITS HORIZONTAL. CHANGE IN LEVEL GREATER THAN 112 INCH SHALL BE ACCOMPLISHED BY MEANS OF A RAMP. (2001 CBC 11338.2.4.1) 6. MINIMUM MANEUVERING CLEARANCES AT DOORS SHALL BE AS SHOWN IN FIGURE 11 B-26A AND 11 B-268 (2001 CBC). THE FLOOR OR GROUND AREA WITHIN THE REQUIRED CLEARANCES SHALL BE LEVEL AND CLEAR. THE LEVEL AREA SHALL HAVE A LENGTH IN THE DIRECTION OF THE DOOR SWING OF AT LEAST 60 INCHES AND A LENGTH OPPOSITE THE DIRECTION OF THE DOOR SWING OF 48 INCHES AS MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR IN ITS CLOSED POSITION. (2001 CBC 11338.2.4.2) 7. THE WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH THE DOOR SWINGS SHALL EXTEND 24 INCHES PAST THE STRIKE EDGE OF THE DOOR FOR EXTERIOR DOORS AND 18 INCHES PAST THE STRIKE EDGE FOR INTERIOR DOORS. (2001 CBC 11338.2.4.3) 8. THE SPACE BETWEEN TWO CONSECUTIVE DOOR OPENINGS IN A VESTIBULE, SERVING OTHER THAN A REQUIRED EXIT STAIRWAY, SHALL PROVIDE A MINIMUM OF 48 INCHES OF CLEAR SPACE FROM ANY DOOR OPENING INTO SUCH VESTIBULE WHEN THE DOOR IS POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. DOORS IN A SERIES SHALL SWING EITHER IN THE SAME DIRECTION OR AWAY FROM THE SPACE BETWEEN THE DOORS. (2001 CBC 11338.2.4.4) 9. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR EXTERIOR AND INTERIOR DOORS, SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED NOT TO EXCEED 15 POUNDS. (2001 CBC 11338.2.5) 10. HAND-ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30 INCHES AND 44 INCHES ABOVE THE FLOOR. LATCHING AND LOCKING DOORS THAT ARE HAND-ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL, SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER-TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. LOCKED EXIT DOORS SHALL OPERATE AS ABOVE IN EGRESS DIRECTION. (2001 CBC 11338.2.5.2) 11. THE BOTTOM 10 INCHES OF ALL DOORS, EXCEPT AUTOMATIC AND SLIDING, SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED, A 10-INCH-HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. (2001 CBC 11338.2.6) 12. REGARDLESS OF THE OCCUPANT LOAD SERVED, EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. (2001 CBC 1003.3.1.8) STAIRWAYS: 1. STAIRWAYS SHALL HAVE HANDRAILS ON EACH SIDE. (2001 CBC 11338.4.1.1) 2. HANDRAILS SHALL BE 34 INCHES TO 38 INCHES ABOVE THE NOSING OF THE TREADS. (2001 CBC 11338.4.2.1 & FIG. 118-35) 3. HANDRAILS SHALL EXTEND A MINIMUM OF 12 INCHES BEYOND THE TOP NOSING AND 12 INCHES, PLUS THE TREAD WIDTH, BEYOND THE BOTTOM NOSING. (2001 CBC 11338.4.2.2 & FIG. 11 B-35 & 118-37) 4. ENDS SHALL BE RETURNED TO TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. (2001 CBC 11338.4.2.3) 5. WHERE THE EXTENSION OF THE HANDRAIL IN THE DIRECTION OF THE STAIR RUN WOULD CREATE A HAZARD, THE TERMINATION OF THE EXTENSION SHALL BE MADE EITHER ROUNDED OR RETURNED SMOOTHLY TO FLOOR, WALL OR POST. WHERE THE STAIRS ARE ~ CONTINUOUS FROM LANDING TO LANDING, THE INNER RAIL SHALL BE CONTINUOUS AND NEED NOT EXTEND OUT INTO THE LANDING. (2001 CBC 11338.4.2.4 & FIG 118.37) 6. HANDRAILS PROJECTING FROM A WALL SHALL HAVE SPACE OF 1-112 INCHES BETWEEN THE WALL AND THE HANDRAIL. HANDRAILS MAY BE LOCATED IN A RECESS IF THE RECESS IS A MAXIMUM OF 3 INCHES DEEP AND EXTENDS AT LEAST 18 INCHES ABOVE THE TOP OF THE RAIL. HANDRAILS SHALL NOT ROTATE IN THEIR FITTINGS. (2001 CBC 11338.4.2.5 & FIG 11 B-36) 7. THE HANDGRIP PORTION OF HANDRAILS SHALL BE NOT LESS THAN 1-1/4 INCHES NOR MORE THAN 1-1/2 INCHES IN CROSS-SECTIONAL NOMINAL DIMENSION OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. THE HANDGRIP PORTION OF HANDRAILS SHALL HAVE A SMOOTH SURFACE WITH NO SHARP CORNERS. (2001 CBC 11338.4.2.6.1) 8. THE UPPER APPROACH AND THE LOWER TREAD OF EACH STAIR SHALL BE MARKED BY A STRIP OF CLEARLY CONTRASTING COLOR AT LEAST 2 INCHES AND NO MORE THAN 4 INCHES WIDE AND PLACED PARALLEL TO AND NOT MORE THAN 1 INCH FROM THE NOSE OF THE STEP OR LANDING TO ALERT THE VISUALLY IMPAIRED. THE STRIP SHALL BE OF A MATERIAL THAT IS AT LEAST AS SLIP RESISTANT AS THE OTHER TREADS OF THE STAIR. A PAINTED STRIP SHALL BE ACCEPTABLE. (2001 CBC 11338.4.4 & FIG. 118-35) 9. WHERE STAIRWAYS OCCUR OUTSIDE A BUILDING, THE UPPER APPROACH AND ALL THE TREADS SHALL BE MARKED BY A STRIP OF CLEARLY CONTRASTING COLOR AT LEAST 2 INCHES AND NO MORE THAN 4 INCHES WIDE AND PLACED PARALLEL AND NOT MORE THAN 1 INCH FROM THE NOSE OF THE STEP OR LANDING TO ALERT THE VISUALLY IMPAIRED. THE STRIP SHALL BE OF A MATERIAL THAT IS AT LEAST AS SLIP RESISTANT AS THE OTHER TREADS OF THE STAIR. A PAINTED STRIP SHALL BE ACCEPTABLE. (2001 CBC 11338.4.4 & FIG. 118-35) 10. ALL TREAD SURFACES SHALL BE SLIP-RESISTANT. WEATHER-EXPOSED STAIRS AND THEIR APPROACHES SHALL BE DESIGNED SO THAT WATER WILL NOT ACCUMULATE ON WALKING SURFACES. TREADS SHALL HAVE SMOOTH, ROUNDED OR CHAMFERED EXPOSED EDGES, AND NO ABRUPT EDGES AT THE NOSING (FRONT EDGE). (2001 CBC 11338.4.5.1) 11. THE NOSING SHALL NOT PROJECT MORE THAN 1-112 INCHES PAST THE FACE OF THE RISER BELOW. (2001 CBC 11338.4.5.2 & FIG. 11 B-35) 12. STAIR TREADS SHALL BE NO LESS THAN 11 INCHES DEEP, MEASURED FROM RISER TO RISER. (2001 CBC 11338.4.5.3) WALKS AND SIDEWALKS: 1. WALKWAYS SHALL HAVE A CONTINUOUS COMMON SURFACE, NOT INTERRUPTED BY STEPS OR BY ABRUPT CHANGE IN LEVEL EXCEEDING 1/2 INCH, AND SHALL BE A MINIMUM OF 48 INCHES IN WIDTH. 2. SURFACES WITH A SLOPE OF LESS THAN 6 PERCENT GRADIENT SHALL BE AT LEAST AS SLIP-RESISTANT AS THAT DESCRIBED AS A MEDIUM SAL TED FINISH WITH A STATIC COEFFICIENT OF FRICTION OF 0.6 OR GREATER. 3. SURFACES WITH A SLOPE OF 6 PERCENT GRADIENT OR GREATER SHALL BE SLIP-RESISTANT WITH A STATIC COEFFICIENT OF FRICTION OF 0.8 OR GREATER. 4. WALKWAYS SHALL BE FREE OF GRATINGS WHENEVER POSSIBLE. FOR GRATINGS LOCATED IN THE SURFACE OF ANY OF THESE AREAS, GRID OPENINGS IN GRATING SHALL BE LIMITED TO 1/2 INCH IN THE DIRECTION OF TRAFFIC FLOW. 5. WHEN THE SLOPES IN THE DIRECTION OF TRAVEL OF ANY WALK EXCEEDS 1 VERTICAL TO 20 HORIZONTAL IT SHALL COMPLY WITH THE PROVISIONS FOR PEDESTRIAN RAMPS PER 2001 C.B.C. SECTION 1023.3 AND SECTION 1007.1a. 6. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 1/2 INCH. WHEN CHANGES IN LEVEL DO OCCUR, THEY SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2 EXCEPT THAT LEVEL CHANGES NOT EXCEEDING 1/4 INCH MAY BE VERTICAL. WHEN CHANGES IN LEVELS GREATER THAN 1/2 INCH ARE NECESSARY, THEY SHALL COMPLY WITH THE REQUIREMENTS OF CURB RAMPS. 7. WALKS SHALL BE PROVIDED WITH LEVEL AREA NOT LESS THAN 60 INCHES X 60 INCHES AT A DOOR OR GATE THAT SWINGS TOWARD THE WALK, AND NOT LESS THAN 60 INCHES X 78 INCHES WHEN THE DOOR SWINGS ONTO THE LANDING, AND NOT LESS THAN 48 INCHES WIDE BY 44 INCHES DEEP AT A DOOR OR GATE THAT SWINGS AWAY FROM THE WALK. SUCH WALKS SHALL EXTEND 24 INCHES TO THE SIDE OF THE STRIKE EDGE OF A DOOR OR GATE THAT SWINGS TOWARD THE WALK PER 2001 C.B.C. SECTION 1120A.6.5. 8. ALL WALKS WITH CONTINUOUS GRADIENTS SHALL HAVE LEVEL AREAS AT LEAST 5' IN LENGTH AT INTERVALS OF AT LEAST EVERY 400 FEET. 9. WALK AND SIDEWALK SURFACE CROSS SLOPES SHALL NOT EXCEED 1/4" PER FOOT. 10. MAXIMUM SLOPES OF ADJOINING GUTTERS, ROAD SURFACE IMMEDIATELY ADJACENT TO THE CURB RAMPS, OR ACCESSIBLE ROUTE, SHALL NOT EXCEED 1 :20 WITHIN 4' OF THE TOP AND BOTTOM OF THE CURB RAMP. THE SLOPE OF THE FANNED OR FLARED SIDES OF CURB RAMPS SHALL NOT EXCEED 1 VERTICAL TO 10 HORIZONTAL (2001 C.B.C. SEC. 11278.5.3). 11. THE SLOPE OF CURB RAMPS SHALL NOT EXCEED 1 VERTICAL TO 12 HORIZONTAL (2001 SEC. 11278.5.3). 12. SURFACE SLOPES OF ACCESSIBLE SPACES AND ACCESS AISLES SHALL BE THE MINIMUM POSSIBLE AND SHALL NOT EXCEED 1/4" PER FOOT IN ANY DIRECTION (2001 C.B.C. SEC. 11298.4.2). 13. ALL BUILDING ENTRANCES THAT ARE ACCESSIBLE SHALL BE IDENTIFIED WITH AT LEAST ONE STANDARD SIGN AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED, TO BE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS. (2001 C.B.C. SEC. 11178.5. 7). 14. OBJECTS PROJECTING FROM WALLS (FOR EXAMPLE, TELEPHONES) WITH THEIR LEADING EDGES BETWEEN 27 INCHES (686 MM) AND 80 INCHES (2032 MM) ABOVE THE FINISHED FLOOR SHALL PROTRUDE NO MORE THAN 4 INCHES (102 MM) INTO WALKS, HALLS CORRIDORS, PASSAGEWAYS OR AISLES. OBJECTS MOUNTED WITH THEIR LEADING EDGES AT OR BELOW 27 INCHES (686 MILLIMETERS) ABOVE THE FINISHED FLOOR MAY PROTRUDE ANY AMOUNT. FREESTANDING OBJECTS MOUNTED ON POSTS OR PYLONS MAY OVERHANG 12 INCHES (305 MM) MAXIMUM FROM 27 INCHES (686 MM) TO 80 INCHES (2032 MM) VE THE GROUND OR FINISHED FLOOR. PROTRUDING OBJECTS ABO SHAL MAN L NOT REDUCE THE CLEAR WIDTH OF AN ACCESSIBLE ROUT OR EUVERING SPACE. 2001 C.B.C. SECTION 11218.1 /1\ AS BUILT . DATE INITIAL DATE SIGNAGE: 1. TACTILE EXIT SIGNS SHALL BE REQUIRED AT THE FOLLOWING LOCATIONS: 1) EACH GRADE-LEVEL EXTERIOR EXIT DOOR SHALL BE IDENTIFIED BY A TACTILE EXIT WITH THE WORD, "EXIT". 2) EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOR EXIT BY MEANS OF A STAIRWAY OR RAMP SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE FOLLOWING WORDS AS APPROPRIATE: A. "EXIT STAIR DOWN" B. "EXIT RAMP DOWN" C. "EXIT STAIR UP" D. "EXIT RAMP UP" 3) EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOR EXIT BY MEANS OF AN EXIT ENCLOSURE OR AN EXIT PASSAGEWAY SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS, "EXIT ROUTE". 4) EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A CORRIDOR OR HALLWAY THAT IS REQUIRED TO HAVE A VISUAL EXIT SIGN, SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS, "EXIT ROUTE". 5) EACH EXIT DOOR THROUGH A HORIZONTAL EXIT SHALL BE IDENTIFIED BY A SIGN WITH THE WORDS, "TO EXIT". (2001 CBC 1003.2.8.6.1) 2. TACTILE STAIR LEVEL IDENTIFICATION SIGNS THAT COMPLY WITH 11178.5.1-8 SHALL BE LOCATED AT EACH FLOOR LEVEL LANDING IN ALL ENCLOSED STAIRWAYS IN BUILDINGS TWO OR MORE STORIES IN HEIGHT TO IDENTIFY THE FLOOR LEVEL. AT EXIT DISCHARGE LEVEL, THE SIGN SHALL INCLUDE A RAISED FIVE POINTED STAR LOCATED TO THE LEFT OF THE IDENTIFYING FLOOR LEVEL. THE OUTSIDE DIAMETER OF THE STAR SHALL BE THE SAME AS THE HEIGHT OF THE RAISED CHARACTERS. (2001 CBC 1003.3.3.13.1) 3. WHERE PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, RAISED LETTERS SHALL ALSO BE PROVIDED AND SHALL BE ACCOMPANIED BY BRAILLE. (2001 CBC 11178.5) 4. SIGNAGE REQUIREMENTS OF 2001 CBC SECTION 11178.5 WILL BE SATISFIED. INITIAL DATE INITIAL MANUEL ONCINAAP""~. ARCHITECTS I ARCHITECTU".,_ _ _. PLANNING INTERIORS 5711 La Jolla Blvd. La Jolla, CA 92037 858/459-1221 TL 858/459-1214 FX inquiries@onclnaorc.com 11 AS BUIL T 11 -,i2..L-R~. ~ ~•'$vt- RCE 28/)~ EXP, 1·3L·L2 REVIE\JED BY1 INSPECTOR t GN2 9-,,,; -to. DATE DATE ~ CITY OF CARLSBAD SHEETS .11V 4 ENGINEERING DEPARTMENT GENERAL NOTES CARLSBAD CITY LIBRARY LEARNING CENTER APPROVED Y: WILLIAM i= ...,, ' '"'MER ./4/4 -·---;, / // 2-G-d6 ' , DEPUTY CITY ENGINEER PE#: 28176 EXP: 03-31-06 DATE OWN BY: BM/AW PROJECT NO. CHKD BY: ea ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL RVWD BY: MO I 4001 I DRAWING NO. 434-5 l -1--- -1- I -,- I --- ~ 0:::: , __ <( I a.. >-<( I 0 -I .....J 0 ----- I --- I -,- ---- UJ (_) <( .....J ~ 0 <( ~ UJ 0:::: ::::, UJ I 71 ~ ) \ .,, / '/, , % /,,.1/,' ;; ------ r -- EXISTING BUILDING ■ ,, II! ; ' ; . " / I ~ / / '/ • / I' , . / , , .,,.,/ / / • / ; ; ; ; ,:,_..__, __ __. / SITE DEMOLITION PLAN ~--- I I~ I C) SCALE: 1"-20'-0" NORTH DA1£ INITIAL ENGINEER OF WORK NOTES GJ EXISTING 1-STORY BUILDING TO REMAIN , SEE DEMOLITION PLAN D2 0 EXISTING BUILDING. TII IIE REI Ill l!!EI ,1727_-FOVAIO;;>T/ON TtJ t!E ~c,4fOPELJ.-[TI EXISTI A MENT, T REMO ED 0 PROPERTY LINE , LIMIT OF DEMOLITION IT] 6' CMU SITE WALL, TO REMAIN 0 WROUGHT IRON FENCE, TO BE REMOVED, TYP 0 CHAIN LINK FENCE, TO BE REMOVED, TYP 0 EXISTING SAND BOX, TO BE REMOVED 9 EXISTING MONUMENT SIGN l'll IE GENERAL NOTES 2. FOR BALANCE OF SITE DEMOLITION NOTES, SEE CIVIL SHEETS G2 AND G3, ELECTRICAL SHEET E0.2, AND LANDSCAPE SHEET L 1.0. FOR REQUIRED CONSTRUCTION STAGES AND PROJECT SEQUENCING, SEE TECHINICAL SPECIFICATION . SECTION 01100 -SUMMARY AND ACCOMPANYING SEQUENCE PLANS. J_, Clll'fM'4CTtJR Stl.4L L !fEN(11/E 4AIP /JllfPtJSE OF -_£,YLST/N611/BdE,f'.l'L.4Y Et;itl/l'A/ENT S//R.1".4C/A/G, 4.L.t E.YISll/1,/6 fJEgl'/.5' Lc?C4TcOLJETl-tlcc!V E.,(/57,0/6' d @LLJ/#6'5, .4LL ,#/$CE!L.41Vct:lt/S. ZJf,:,ft5__#,tJ/fJ iWA'.z'U_/Lfil'/£1t:cXl.fl7N6' 4.tlLL.12711.6,TllE W...fZ/t2C'Jf'i2.t2fJ 3/ZE~L2.Y.WZ.&'tliV£ct"".&'l'"c8t'llf.!'cM REI I: I ll 1-1.45 J/L.Rf:40Y 8EE;V REAIO//EfJ. .,~J, =-/. JZ/c_c!ZXiY/LL .5.£ HL2.V/#6 TIIEEA'/S"77),/G .Pb1Y6R0u'IV'O ci2l7/17.iWFA7T"lllCTOlJ7Nu!f'Ei17Vl/~L..t!Ll"IIE STA' {JCT{l.-f'c, ;;a,11,0 REE'Ld.C£.4lF?,ZTZlf"71!£.~J./?llCTl/££.£ZA._L;?./E,f' 71.dTE. 7//c_Z'llf':i-¥7l7Jfi-;;_l_l;.JllC&cMOl7c7J r'.LllY-__:__ _ J'7~1/Cl"tl.f'D)2::J'.ZcM.!.<£6 __ ll76:?'i?J7.F£CTtlR$/14U #t'T W.l'!LIRE llll-1'~JZ.1Ftf'tJ1PJll,WT.4£c'/d!::.BlP'~11.lM'-f-- I I\. /IS BllltT ~ CONCRETE TRANSFORMER PAD, TO REMAIN -PROTECT IN PLACE [!2] EXISTING STREET LIGHT, TO REMAIN ~ EXISTING TRASH ENCLOSURE, PORTION TO BE REMOVED / PORTION TO REMAIN ~ EXISTING TREE, TO BE REMOVED, SEE LANDSCAPE DEMOLITION SHEET ~ EXISTING HANDBALL COURT, TO BE REMOVED ~ EXISTING COLUMN, TO BE REMOVED ~ EXISTING UTILITY POLE, TO BE REMOVED, SEE ELECTRICAL DEMOLITION SHEET FOR ADDITIONAL NOTES ~ EXISTING CONCRETE SWALE, TO REMAIN, PROTECT IN PLACE ~ EXISTING 6" BACK FLOW PREVENTOR, TO REMAIN, PROTECT IN PLACE ~ EXISTING SBC PEDESTAL, TO REMAIN, PROTECT IN PLACE ~ EXISTING ON-SITE LIGHT POLE, SEE ELECTRICAL SITE DEMOLITION PLAN E0.2 FOR INSTRUCTION, TYP ~ EXISTING 1" BFP WITH METER DA1£ INITIAL DA1£ INITIAL REVIS ION DESCRIPTION OTHER APPROVAL CITY APPROVAL 1,,,,, ,,,-., -',, IT. V..J\...L!.~,P4:.2Cf,yy .• , ------:::::::::-----;,-::::::::::;,-..~--'- ~ 5 MANUEL O NCINA ---""Ej A RC HITEC TS IN ARC HITEC TURE PLANNING INTERIORS 571 1 Lo Jolla Blvd. Lo Jolla, CA 92037 858/459-1221 TL 858/459-1214 FX inquiries@onc inaarc .com 11 AS BUIL T" /.,)~-. <?/ -• RCE '28 1_76 EXP. 3-11/. •/_'2... REVIE'w'ED BY, I NSPECTOR D1 LJ9-l.5 -l'IJ DA TE DATE CITY ' OF CARLSBAD SHEETS ENGl~EERING DEPARTMEN T JU--- DEMOLITION SITE PLAN CARLSBAD CITY LIBRARY LEARNING CENTER APPROV~D BY: WIL~MER 442,t?4.a--: ~ 2 -c.-o, DEPUTY CITY ENGINEE ~#:28176EXP: 03-31-06 DATE DWN BY: BM/AW I PROJECT NO. I DRA'MNG NO. CHKD BY: "' 4001 RVWD BY: "° 434-5 I 1 -L 092310 060 806 [] [J t 'y ~ ,. 9 I II -tfi '· I II / I L_ 1 L ,,----~~-----~------ l II II 11 " ; ' L_J r--..... ,..... .., I \/ L j -" L TO BE DEMOLISHED, PER SITE DEMOLITION PLAN 11 11 11 11 11 ~ I ; L/ I I u ill Ill Ill Ill ~ I I f=••·••=-= jJ DEMOLITION FLO OR PLAN 1 0 1/8"=1'-011 north ,,, nS aU/lT DATE IIIJlTIAL NOTES OJ DOOR TO BE REMOVED, TYP [I] WINDOW AND SILL TO BE REMOVED, TYP [TI COLUMN AND STRUCTURE ABOVE, TO BE REMOVED 0 COLUMN FOOTING CUTOUT, TYP 0 REMOVE PORTION OF SLAB, PER STRUCTURAL DETAIL 6/S4.1 IT] REMOVE ALL PLUMBING FIXTURES, TYP [I] PORTIONS OF EXTERIOR WALL TO REMAIN IT] COLUMN TO REMAIN [I] REMOVE PORTION OF SLAB FOR NEW BELOW GRADE SEWER LINE, SEE SHEET P2.0 [ill REMOVE PORTION OF SLAB FOR INSTALLATION OF RFID SECURITY GATES SHEET GENERAL NOTES 1. IN ADDITION TO ITEMS SPECIFIED IN PLAN, REMOVE ALL PARTS OF BUILDING ABOVE TOP PLATE OF EXTERIOR WALLS. 2. REMOVE ALL EXISTING WINDOWS. 3. REMOVE ALL EXISTING PLUMBING FIXTURES. 4. REMOVE ALL EXISTING DOORS. 5. PROTECT EXISTING SDG&E MAINBOARD AND OTHER ELECTRICAL SERVICE EQUIPMENT IN PLACE UNTIL NEW SERVICE INSTALLED PER ELECTRICAL PLANS. SEE ELECTRICAL SHEET E1 .0 FOR MORE INFORMATION. 6. VERIFY IN FIELD EXISTING STRUCTURAL MEMBERS TO PROTECT IN PLACE, SEE STRUCTURAL DRAWINGS. 7. PRIOR TO DEMOLITION, COORDINATE WITH OWNER ANY ELEMENTS OF EXISTING CONSTRUCTION TO BE SALVAGED. 8. REMOVE ALL STUCCO SURFACE FROM EXTERIOR WALLS . J Rf'A1tJIIE .41/V cXIST//./0 414Tc/fl.4tS Tl/AT ~RE RE-9tl/Rc0 TtJl'EI( FtJRIII Ptf/11181#6 $S74tc4TION. DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LEGEND WALL TO REMAIN WALL TO BE DEMOLISHED E""""" -"""_, WINDOW TOBE DEMOLISHED ---7 DOOR TO BE I I DEMOLISHED / / rf 1;::;-~-.,..,-7 FIXTURE OR 11::_i..,1 ,:JI f ,, ..... \ I '1.._ I EQUIPMENT TO BE \VJ Ir~ I-11 C-~===i:-:J DEMOLISHED -----------CABINET TO BE r I I L DEMOLISHED --7 I COLUMN FOOTING I CUTOUTS --__J MANUEL ONCINA ---•~ ARCHITECTS IN ARCHITECTURE ...._,...,., PLANNING INTERIORS 5 711 La Jolla Blvd. La Jolla, CA 92037 858/459-1221 TL 858/459-1214 FX inquiries@oncinaarc.com 11 AS BUIL T 11 /~~;, t;~.-;n_ RCE ,Zf)dt; EXP, 3-'-L•l'2..- REVIEl,IED BY1 INSPECTOR I 02 9-{#:.~IJ DATE DATE ~ CITY OF CARLSBAD SHEETS 1y7 6 ENGINEERING DEPARTMENT _j-3-1' DEMOLITION FLOOR PLAN CARLSBAD CITY LIBRARY LEARNING CENTER APPRO\!ED B,:: We.IA~ ~~: 2-6-a;; DEPUTY CITY ENGINEER PE#: 28176 EXP: 03-31-06 DATE OWN BY: BM/AW I PROJECT NO. 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D I/\ AS J3(J/LT DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL SHEET GENERAL NOTES 1, IN ADDITION TO ITEMS SPECIFIED IN PLAN, DEMOLISH ALL PARTS OF BUILDING ABOVE TOP PLATE OF EXTERIOR WALLS. 2, REMOVE ALL EXISTING WINDOWS, SILLS AND PLANT-ON TRIM. 3, REMOVE ALL EXISTING DOORS AND PLANT-ON TRIM. 4. REMOVE EXISTING STUCCO FINISH, SEE ELEVATION SHEETS FOR NEW CONSTRUCTION. 5, VERIFY IN FIELD EXISTING STRUCTURAL MEMBERS TO PROTECT IN PLACE, SEE STRUCTURAL DRAWINGS, 6, PRIOR TO DEMOLITION, COORDINATE WITH OWNER ANY ELEMENTS OF EXISTING CONSTRUCTION TO BE SALVAGED, MANUEL ONCINA ARCHITECTS IN ARCHITECTURE _ _,_ PLANNING INTERIORS 5711 La Jolla Blvd. La Jolla. CA 9203 7 858/459-1221 TL 858/459-1214FX inquiries@oncinoarc.com 11 AS BUILT" .£zld4,;.,, r,, ?~ RCE Z-0176 EXP, 3-JL'/'2- REVIE\v'ED BY, INSPECTOR D3 9-/,S•/tJ DATE DATE ~ CITY OF CARLSBAD SHEETS 1'i-1r 7 ENGINEERING DEPARTMENT DEMOLITION ELEVATION CARLSBAD CITY LIBRARY LEARNING CENTER APPROV~ WILLIAM E. P~---~~✓~ t'. ~ DEP-TY CITY ENGINEER PE#: 28176 EXP: 03-31-06 Z·'-·OG DATE OWN BY: BM/AW I PROJECT NO. I DRAWING NO, CHKD BY: PB 4001 RVWD BY: MO 434-5 ) I f-------- 1 I --1-- - I OH LJ..J u :5 0.. 'P---+-EXISTIN6 . OH I I )_ ~ 506H: 5ERVICE WNDUG,TORS ' cJ : I ' PARKING 1-•-0+ I X . El<ISTIN6 STREET Ll6HT I , ,-,-+~ I I I I+ ' ' I ' C, I -- '-, L~>--- ,-,-,----_j ' " ' - /_ --, L -L ... J... ___ ---- -L------- ' -~-- ~----- ' -------- I I I I I I I I I I L_ L_ J ____ j__ ------7 -i ---,-- ' 'J-I ' J -- EXISTIN6MA IN ElUIL,PIN6 0 I ' r- ;1-7--1-- _j -_j_J__ - - EXIST. lilf6. -- --- ~I- EXIST. - -- • I I , I 1--, SITE PLAN DEMOLITION KEYNOTES: 0 @ ® 0 ® @ EXIST. POU: MOUNTI:D Ll6HT FIX"T1JRe5. FLOODLl6HT5 AND 50FFIT FIX11.IRES TO 6E Dl5GQ!ff;Gll:D, REM0YED AND nJl<l,IEi;, OVER TO Ol'+ER . Dl5GQ!ff;GT AND REM0\11: EXIST. OVERHEAD NIRIN6. REFER TO ELEG,TRICAL UTILITIES • MISC. l?EMOLITION AND NEl'I NORK 5EGUENCE OF CONS=TION. Dl5GQ!ff;GT AND REM0\11: EXl5TIN6 WNDUG,TORS AND A6ANl:)ON EXl5TIN6 ~ CONDUIT5 AFreR oca.f'ANCl" AND WMPLETION OP MODU!.AA Blt>6. EXl5TIN6 5D6U: ~ TO 6E DISCONNEGTI=D AND ~ AF'11=R COMFLETION OF MODULAR llUILDIN6, F<cFER TO "-El"NO'T1=5 ON PSLD. DISCONNECT AND ~ EXl5TIN6 CAele TV eERVICE Al'reR OGa.lPANCl" AND COMPLETION OF MODUL.AP. el.D6. ---' -l I J ~ :::::,::::::IAT;:::::LE~E-.::;;l~=~:::;:2A0=.=~=o=-="-=E=L=E=C,=T=R==IC,=A=L===D=E=M=O===L=IT=IO===N=================== w ..,._,, REFER TO SHEET EO.I FOR Sl"MBOLS AND AOOREVIATIONS. NORTH DEMOLITION NOTES I. PRIOR TO COMMENCIN6 NORI< ~TOR SHALL FIELD VERIFY", :2. 3. a.-THE EXISTIN6 PANEi.BO~, ~ Cl~IT RACfl,',l,,\l"S AND NIRIN6, TIMI: SNITGl-13, PHOTOCEU.5, OVTUrr eoxes, Sl.ffl. l"IN6 POl'£R TO ALL EXISTIN6 EXTcRIOR Ll6HT FIXT\.P.ES AND IMl6ATION ~- !:>.-EXl5TIN6 HANDHOLE LOCATION AND THE ROUTE OF ALL EXl5TIN6 RACEl1Al"5 A55c%1ATI=D il'llll-1 EXISTIN6 EXTERIOR Ll6HT FIX11.IRES AND 1~16ATION ~- Y+IEN A Ll6HT FIXIVRI:! 15 INDICATI=D TO 6e ~. THE CONTRACTOR SHALL DISCONNEG.T fO.EMOVE AND DISPOSE OF THE Ll6HT FIXTURI: AND IT5 A55c%1ATI=D, POLE, CO~ BAS!!, Si.Jl'PORT 5"1'5TEM, 0VTUrr eoxes, e>LJ.AST, LAMP5. PHOToCELL, TIME SNITa-ES, ~l"S AND il'IIRES BACK TO NEXT ACTIVE HANt>HOLE, OUTl..ET OR PAIEI.OOARD. DISCONNECT AND REMOVE ALL UNUeED, DISCONNECTI=D, OR AeANDONED ~l"S AND NIRES BACK TO THE PANEL.eOAAD OR NEXT ACTIVE! OUTLET. MAINTAIN Cl~IT CONTI NJ I TY TO ALL EXISTIN6 EGUIPMENT /l..16HT FIX11.IRES, RECl:PT Aa.ES, OJTt.ET5 ETC) NOT INDICATED TO ee ~-11-11!: CONTRACTOR SHALi. PF.OVID!? ANY" CONC,F,6,1 ED l>ACENA"fS, 111~, HANDHOI..E5, ~ 011£R MATERIAl-5 OR 15G!UIPME:NT JI.a R!iGlUIRED TO Ma;T THIS f'cGUI~. 4. ALL EXl5TIN6 Cl~ITS NOT INDICATI=D FOR REMOVAL 5HALL 6E MAINTAINED. CARE 5HALL 6e TAAEN 60 M:, NOT TO INTEFlRIA"T SEFlVICI! TO ANY" OF '!1-IEel! Cl~ITS. IF FOR ANY" ~N lHE EXl5TIN6 Cll<GUIT5 ARE 6ROl<EN OR DAMMED, 11-11!: CON~TOR SHALL IMMEDIA,a. l" FlEPOFlT TO lHE OY+IER AND REPAIR lHE CON!l\JCTORS il'IITI-1 CAele TO MATCH EXl5TIN6 CABLE SPECIFICATION, AT NO E)JEI l::.E TO 11-11!: Ol'INER. 5. i"I-IEFll! CIJTTIN6 AND fflENCHIN6 ARE FlEGUIFlED, 11-11!: CONTRACTOR 5HALL REPAIR AND FINISH TI-IE Dl511JFleED SURFACE TO MATCH EXl5TIN6. CONTRACTOR 5HALL EXERCISE C>m"ION TO AVOID DAMAcsc TO ANY" !aXl5TIN6 UTILITIES. CONTRACTOR 5HALJ.. &PLOl" MAltJAL EGUIPMENT FOR Dl661N6 NHEN EXISTIN6 UTILITIES ARI! IDENTIFIEO. ANY" DAMA<Se TO EXISTIN6 UTILITIES I~ t>URIN6 THE PROCE5e, ll-11! CONTRACTOR 5HALJ.. IMMEDIAra.l" REPORT TO ll-11! Ol'INEFl AND 5HALJ.. IMMEDIAra.l" REPAIR AND RESTORE TO ORl61NAL CONDITION l"IITHOUT ANY" ADDITIONAL COST TO 11-tE: Oi"INEFl. 6. THE laXl5TIN6 CONDITIONS OF AeoYE ~ 5'fRIC"T1JRe5, SUCH M; llUILDIN65, CONC,leETl: PAVEMENT AND 5LA65, EGUIPMENT SUPPORT PADS, PAFlKIN6 LOT5, AND A6PHALT PAVIN6 />6 SHONN ON THE PLANS ARE TAl<:EN FROM EX15TIN6 !<ECORD DRANIN65 AND VERIFIEO Bl" FIELD 066EFlYATIOl-l. IT 5HALL 6E 11-tE: CONTRACTORS RESPONSIBILITY TO ACO.JRA,a.l" LOCATE ANY" AeoYE ~ s="TURE ll-lAT MAY" IN~ il'llll-1 l1-IE INSTALLATION OF l1-IE NORK. ANY" DAMA6E TO iaXIST. 5TRIJCT1JR!:5 FlE5UL TIN6 FROM Tiil5 NORI<, l1-IE CONTRACTOR SHALL IMMEDIA'lal" faEPORT TO THE Oi"INER AND SHALL REPAIR TO MATCH EXl5TIN6 AT NO ADDITIONAL COST TO THE ONNEFl. -,_ THE laXl5TIN6 CONDITIONS OF BELOl"I 6ROIJND PIPIN6 AND UTILITIES SUGH AS 6"'5 MAINS, NATER MAINS, SANITARY S&EFlS, STORM 5El'ER5, ELECTRICAL CONDUITS, COMM.INICATION CONDUITS AND OTHER UTILITIES ALON6 Nill-I A55c%1ATI=D VALVE BOXES, VALVE PITS AND MANl-lOl..e ARE TAAEN FROM EXl5TIN6 RECORD DRANIN65 I VERIFIED Bl" FIELD OBSEFlYATION. IT SHALL eE THE CONTRACToiqs RESPONSIBILITY TO FIELD VERIFY" Tl-IE EXACT LOCATION AND DEPll-1 OF BELON 6FlOUND PIPIN6 AND UTILITIES IN Tl-IE IMMEDIATE VICINITY OF Tl-IE NORI<, Jl'IHeTHE:Fl SHONN ON DRANIN65 OR NOT. CONTRACTOR SHALL MARK ALL EXl5TIN6 PIPIN6 AND UTILITIES AFFEGTI=D Bl" l1-IE NOFll<. Bl" U51N6 UNOEP.6FlOUND PIP!! LOCATOR TO LOCATE POSITION OF PIPES AND CONDUITS AND el" SPRAY PAINTIN6 LOCATION OF PIPES AND CON!;IJITS ON Tl-IE SUFlFACE. THE CONTRACTOR 5HALL ADD THE EXISTIN6 ~ UTILITIE5 FOUND e>URIN6 19LUESTAKIN6 TO DFlAl'IIN65 FOR~-CONTFlACTOR 5HALL OBTAIN Af"PRLNAL OF -IN65 FROM Ol'N::Fl PRIOR TO COMMENCIN6 ANY" 'll"alCHIN6. ANY" DAMMeS TO EXl5TIN6 IJNDER6ROJND UTILITIES l"f-llCH Ml6HT HAYE ReiU. TED Ill' 11-IE CONTFlACTOFl5 FAILUFlE TO EXACTL l" LOCATE AND PFlESEFlYE ANY" AND ALL ~ UTILITIES, THE CONTRACTOR 5HALL IMMEDIA'laY FlEPOFlT TO lHE Oi"INER AND SHALL BE FlESPONSleL.e FOR REPAIR TO MATCH EXIST. AT NO ADDITIONAL COST TO Tl-IE Oi"INER. e. CONTRACTOR SHALL POlHOLE M; NECeSeAA'r' TO DETERMINE EXACT LOCATION AND DEPll-1 OF EXl5TIN6 UTILITIES. l"IHEFle EXl5TIN6 UTILITIES IN-Nill-I ll-11! HEN NORI< Cll.JCTeANI<, CONTACT Oi"INER FOR DIREGTIOl-l. q_ THE CONTRACTOR 5HALJ.. U5I: 51..f'FICIENT BAFlRICADe!'> AND TEMPOFlAFlY PROTI:CTION DEY!CES TO PREVEII, PWSTFllANS OR NON•AU"fHORIZEO ACCE55 TO ANY" OPEN T'FlENCHES OR CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL PF.OVID!! STEEL PLATES TO COVER TFlENCHe5 IN TRAFFIC AAl!AS AND PL'l"NOOD TO COVER~ EL5El'+ERE C>URIN6 PERIODS NI-EN ~ ARE UNA TTE'Nl?ED. 10. ll-11! CONTRACTOR SHALL IMMEDIA'laY REPORT TO ll-11! Oi"INER AND REPAIR PAVIN6, SIDEi'IALtc:5, CONCRETE 5LAe AREAS DAMA6ED OR GUT DUE TO NORI< UNDER TiilS CONTRACT TO MATCH EXl5TIN6. DISCONNECTION AND REMOVAL OF EXl5TIN6 POl'ER, seRYIC.1:: FlACfl,',l,,\"f5, NIRES, C.AeLES, OR EGUIPMENT SHALL NOT eE PERFORMED UNTIL ALL NEl'I OR ~ e!;RYICE ~l"S, NIRE5, CAeLES, OR EQUIPMENT 15 INSTALLED, CONNECTI=D AND FlEADl" TO ~Tl!. PERl'OFlM eERVICI! TRAN5FEFl SUGH ll-lAT llUILDIN6 6ERYICE SHJTDONN 15 MINIMIZED. CONTRACTOR SHALi. ~15H, INSTALL AND CONNECT A 6ENEAATOR TO 5UPPL. Y '11::MPOFlAFll" ELECTRICAL POY£Fl ]~IRED. aJILDIN6 e!;RYICES 51-UTl:)OJl+IS SHALL 6E COORDINATI=D i'lllli TI-E Qll'f\lf;J<.-.......,. . --------' ··- n, AS aU/l... c DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION ELECTRIC.AL UTILITIES 4 MISC. DEMOLITION AND NE~ ~RK SEQUENCE OF CONSTRUCTION PHAee I, CONTRACTOR SHALL REMOVE EXISTIN6 llUILDIN6 "2 AND '"-'• MISC. POLI! MOUNTI=D Fl~, SOFFIT Ll6HT5. PHASE :2, CONTRACTOR SHALL PFlO\/IDE NEl'I 50611! PAC> MO\INTED TFlAN5FOFlMEFl, eERVICE COi'C'UIT5 FOR 1600 AMPS Of' SERVICE INTO EXIST. llUILDIN6. PHASE 3, CONTRACTOR SHALL PF.OVID!! POi'IEFl, TELEPHONI!, FIRE ALARM AND CAel.l! TV SEFlYICES TO MODULAFl eLD6. PHAee 4, CONTRACTOR SHALL PFlO\/IDI! PANEL 'Al' AND Ll6HTIN6 CO~ PANEL FOR PARKIN6 LOT Ll6HTIN6, TELEPHONE SEFlYIGe, FIRE AJj,FlM TO EXl5TIN6 llUILDIIN6. PHASE 5, CONTRACTOR SHALL MAINTAIN PAFlKIN6 LOT Ll6HTIN6, a.ECTRICAL e!;RYIC-1!, TELa"HONE SEFlYICE, FIRE AJj,FlM 5ERVICE, AND CABLE TV FOR EXl5TIN6 ONE STOFll" llUILDIN6 UNTIL oca.f'ANCl" OF MODULAFl llUILDIN6 15 COMPl.l:TED. NO 5/-IJTDONNS l"IILL eE ALLONED UNLE56 MIT1-IOFllZED Ill' l1-IE Ol'INER. . PHASE 6, EXl5TIN6 5D61E TRANSFORMER TO BE DISCONNECTI=D AND REMOVED. PHAei: -,, EXl5TIN6 ELECTRICAL SERVICE, Ta.B"HONE SEFlYICE, FIRE ALARM Sl"STEM, CABLE TV, AND 3 POLE MOUNTED L16HT Fl= 5HALL SE DISCONNECTED AND REM0\11:D IN MAIN llUILDIN6. PHASE &, ALL f<EMAININ6 NORI< FOR MAIN llUILDIN6 AND PARKIN6 LOT L16HTIN6 NILL 6e -· CONSULTANTS: c&G ENGINEERING, INC. DATE INITIAL DATE INITIAL OlHER APPROVAL ClTY APPROVAL ~ 8 ELECTRICAL CONSUL TING ENGINEERS AND LIGHTING DESIGN 2970 Fif1rl AVE, SUITE 400 SAN DIEGO, CA 9210J PHONE: (619) 398-3-'179 FAA (619) 398"3-'192 #78A,CII: l.'.,: '/~-A .. PROJECT NO.#Of2-04-153 04 HAS BUIL TH 4/✓..¥--~ ,9};; C 9-M'.-✓'2 RCE ?.,_lll2' EXP. 3·3l•l2, DATE REVIEVED BY• INSPECTOR DATE CITY OF CARLSBAD ,.~, ENGINEERING DEPARmENT SITE PLAN - ELECTRICAL DEMOLITION CARLSBAD CITY LIBRARY LEARNING CENTER APP~LL~EPLUMMER ,,~ -~ ?.-w·"' DEPUTY CITY ENGINEER PE#: 28176 EXP: 03-31-06 DATE OWN BY: FZMU I PROJECT NO. I DRAWING NO. CHKD BY: GZFZ 4001 RVWD BY: G~CZ 434-5 060806 ( r-- y,p ,->t;-·· ~,;;; ==c::i '1J'4""I ,, ! 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I I I I L~l NORTH8 FLOOR PLAN -ELECTRICAL DEMOLITION SC.ALE, ~6" = l'-0" ,fl,------ r------, r------7 r------7 : . . : I I I I : . : L ______ .J L ______ _j L ______ _j r------, r------7 I I I I I I I I L ______ _j L ______ _j r------, r------7 r------7 : . . : I · I I . : L ______ _j L ______ _j L ______ _j r------, r------7 r------7 : . : I . : : . . : L ______ ..J L ______ _j L ______ _j □--------- ' 1--. Ml i I y,p I ,-, I __ '1!' I -'L___··· -7 . . ..... ,jf . r------7 I I I I L ______ _j r------, I I I . I L ______ .J r------, : . . : L ______ .J 'r-------7 L _____ ~J ~ r------7 : . . : L ______ _J r------7 I . I L ______ _J r------, : . . : L ______ ..J r------, : . . I L ______ .J '<X Yx ~' ~·,sss'l r------, : . : L ______ _J ! 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CONTAACTOFI. e.HALL DISPOSI: OF Ll6HT Fl= (13ALLAe,Te., l-AMF'e., HOl!e,IN6, ETC) A5 FI.EGUIFI.ED BY LOCAL. COD!:5 • EPA FI.EGUIREMENTe.. DAlE INITIAL OAlE INITIAL ~ 9 CONSULTANTS: C&G ENGINEERING, INC. ELECTRICAL CONSUL TING ENGINEERS AND UGffiNG DESIGN 2970 FIFTH AVE, SUITE 400 SAN DIEGO, CA. !J2103 PHONE: (6151} 398-317!1 FAX (619) 398-3492 * I,~~~ PROJECT NO,.t.10t2-04-153 ~·os "AS BUILT" A'#~-i c_ '.blu-h • 9--.<~..,,, RCE ZIJ.l'7~ EXP 3•3&2,. DATE ' REVIEl,/ED BY, INSPECTOR DATE CITY OF CARLSBAD SHEETS l'f_3.3r' ENGINEERING DEPARTMENT FLOOR PLAN - ELECTRICAL DEMOLITION CARLSBAD CITY LIBRARY LEARNING CENTER APPR-~ W!LLIAM E ~ 2-,·r/6 &,), *th -{. •It••, DEPUTY CITY ENGINEER 'PE#: 28176 EXP: 03-31-06 DATE OWN BY: FZ MU PROJECT NO. DRA'MNG NO. CHKD BY: GZFZ ENGINEER OF WORK REVISION DESCRIPTION OTHl:R APPROVAL CITY APPROVAL RVWD BY: GZCT I 4001 I 434-5 Q6QiQ6 /J1G!C4N F4N P4LM ;() 82' Rt!MCVe£J r-f'OM $/7' r"'---t------'----~L..._------u.._J __ l_J __ L_~I __ ~) I ~ I I 11 ~ I I I I I I I 11 1.J ('-{ ,L ~ii (J) P··· ...... ,¢-- I I I . I I I I I I --I I I I I I I I I I I I I I ----, I n I I I I I I I \ \ \ \ \ c· . /) - - I I I ',-, ----'\----\-\ -7 I I ', I I I I I I ', I \ II \ I 1 1\ I I\ I ~ \ I \ I\ \ I ...,'~,~1-_J \ \ I I I I ··'~··~·~~ I ... \ ... I \. \ •.. ~ \ \ \ I \ I I I \ I I \ \ I \ \~ \ I', \ I ', \ \ \ I ', I ,,, I ' I ' \ 83' \ I \ \ \ I I I \ I \ \ \ I \ \ I \ \ \ "--' I \ \ \ \ \ I \I \ I I \ I I I \ \ \ _ _,__ \ ............ ~ ' 00' \ \ \ \ \ \ \ \ \ -'+---_J \ . \ .... ~ 81' 82' 0 10 :!O 40 ri.n.J , ., ____ j ac~r-211 Ir'\ /IS !3U!L. T DATE INlllAL ENGINEER OF WORK REVISION DESCRIPTION GE;-JERAL DEMOLITION NOTES ' REPORT ANY DISCREPANCIES BETWEEN FLANS AND Fll:LD CONDITIONS TO THE LANDSCAPE ARCHITECT FOR CLARIFICATION PRIOR TO BEC:.INNINC:. UJORK. 2. VERIFY THE LOCATIONS OF ALL UTILITIES, OVERHEAD AND UNDEF<c:.ROUND PRIOR TO BEC:.INNINC:. UJOF---+---f OWN BY: BMrAW DAT£ INITIAL I--0A_T£--+_IN_ITI_AL-+-_DA_T£--+~IN_ITI_A-iL CHKD BY: ~"~' _ ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: MO PROJECT NO. 4001 I DRAWING NO. 434-5 il60206 • I I r_ -D-\ I ' \ _/ -0 . (F) ~T 21 . ' rG\ ~/ §1 ::H) §f I 103'~2" ,l'-----------+----------~-----f'---~"-s"------+------- I (J) \§l I 43'-0" I 60'-2" ,l'------------+--~~-------+---_,!--______ ---f---------J'C~-----+----------------- I I 7 fi<\ fl\ (~1\ ' ) I / \ ' ~-/ \ ___ _/ ' ') • ,,; §j " 0 0 C I I (1)f--rn=.w__ -r I ---- ' ----t -'-J 1-----~,1=:r F===t===;===c,l --- -i---1-/ I l_:::o I I I I (21FO.W \ __ __/ ~ (3 F.O.S. \_ __ ' 7 ' I I i I ' ' . ' -~ [D- \ II \ ,· (~ -" r.i CL.C - \__ ( r" ) '--- ' ' A\. ~ ~ I I ' ' ' ' j ' ~ ~ ~ ; (sjCLC _/ ' i I ' ~· ·-oe vi~ d/ m ' I I l 15'-0" 4'-9 1/2" t 0------\ ~ N \ r,J ";t' (2\ l I . I!:J" \ A1 n I r;;;i_ I , ~2.g,, ~ '\ I, ~2 1'1· 3'-0" SHAfT CURS I ---l1 i '.' y ! _6 -t1F'-=,==;=j: =-~ II =J~i=,,=,,=lJ---- I ---r I __, -. . . . -\ - 1 i I '-' :1 V ~ . f->l ~- ~ ~ / ' SR[Ej I I I 0: y ' ' --"I ' \ ' i I \1 i f 15 \A1!]/ --· -----j-- I I I (-~ "-· 1: \, --_' , , i:, ' 6 'C.L.C. --'is 1/' \..' t r~---111 1 j:: -+---·.-" --+t-- I '' I '' I >o "> ·1 , ]111 ,--, <_ : i ,,, ·,J - (_7 __ )\CL c 1 . I\ ~ : 1 :!: < ~, _"' '-~ I )\",I -,, ' I -7" ~ I ra~,,.o.,. -*-_1 "'--+11,ji--!--': --,-~ :' T i __ ,1 ii . , , i ~ J i NOT£S ~~~-~ ]'1 ' '(l4'1 -__ T _____________ <--_____________ I 2\,1; ,, :J l ' -;~1-~" I 1, Ng, 1' ! i I I I I --,--, ! ! r.;, j l [!] I ~ -~1-'l, ~ q G ' I . I t1J ROOE IJ/?A/N 4#0 OVch'FtOM.fC'o'r'r'ER, , I · -_;-l'--·'-+----4~~==r--=-=···~-~n'l' .Cl '-1 1 -~10_ l#5T4tt .iCtJPPEli' Alt2.U/GJ./Eli' W4H 2" ~--AS.1 • Jfl"OVE t OW EST /t)//VT 0(\1 .ROCr. , ( 1 Q -'""'--- ---~ _ ~ -• . . . , I ------ (l]OOWI-ISPCIIITTJfl?Ot/Gl/fV4LL TCI ~--_ , ,,, -~--'-~-'-,._:_; ____ 1 1 t.:::::=:::n=r ==~~~ ___ _ WWN$,"OCIT #OZZt.E ( 1_ 1 F.O.S -, '" I I ---- @ TOP Or a'd/VTER W4ll. \. , ' cp / ~ ,-v'-------.,, T.<2#'4!{ t 30'-0~ 1-------- ._-+---~ _ _!tl 1'4f4PE~ //'.$~ .. -I'\-- - - ---' ( 12 F.O.S "'-I ~F\ 17'-2' I ~1 '.11 i1 "j_ / \ (~) (c\ 1 A • ', __ :/ \'_} T T 19'-0" /c\ ~ I ' ii . ' (D' 's.'-) /--✓ I I I 6'-10" jt rE1 ~-_) 17'-5, 112" ' §j (i=\ \_) ~~ I 11'-6" • ~l i1 0 /B\ • ;-L rG\ (H) / J \ ~ ' ' \,___') \_/ - NOTES [ZJ <J,4t1/ //1E7.4L SCUPPER, OR.4/11 Ttl RO(JF BEi.OW Ii] ROOF OR.4/N //NO OVERFLOW SCt.lr'PER, IA'SIAl-C 8C{IPPER A/O_L-&i/lE.f' 77//lN Z" 4/.JOYE LONEST A'.7/Nr?'IY ROOF ll] l}OIVN6'POf/T TJ/li'Ot/0,4' /¥,4t'.L TO 00.W!VSPOVT .AIOZZLE= @J TOPOFPt4NTEI< W/7!J_ 19' 112" /A\ ~ I -1~i----------t-· 3'-0" ROOF PLAN SCALE: 118" = 1'-0" -------l-- ------ 1 E) nor I h FOS /3-~ ---s~lj -~ -~c=.Lc~/ 4 1 \_ _) --'"°''rsJ \ __ / __ F_OS--!CD NOTES OJ PARAPET, PER DETAIL 1/A12.0, TYP 0 SCREEN WALL, INCREASE SLOPE OF ADJACENT CRICKET TO BRACE WALL [TI LOCATION OF MECHANICAL EQUIPMENT CURB AND ROOF PENETRATION, SEE DETAIL 10, 11/A12.0 0 ROOF DRAIN AND OVERFLOW DRAIN, SLOPE ROOF 1/4" PER 12" TOWARDS DRAIN, PER DETAIL 4/A12.0, TYP, DOWNSPOUT THROUGH WALL TO 'FLOGARD' FILTER TO GRADE, PER DETAILS 21,22,23/A10.1 0 CLASS 'A' SINGLE-PLY THERMOPLASTIC MEMBRANE ROOF SYSTEM 0 24" x 24" PRECAST CONG TERRACE PAVERS ON ADJUSTABLE PEDESTAL SUPPORT SYSTEM OVER CLASS 'A' BUil T-UP ROOFING CONSTRUCTION WITH MODIFIED BITUMINOUS CAP SHEET, PER DETAIL 7/A12.0 0 GALV AND PAINTED METAL EGRESS STAIR WITH PRECAST CONC TREADS, PER DETAILS 6, 7,8/A 11.0 IT] DASHED INTERIOR WALLS BELOW, TYP [TI ROOF ACCESS LADDER, SEE DETAIL 15/A11.0 ~ METAL GRATE SUNSHADE, PER DETAIL 14/A12.0 ~ ROOF PENETRATIONS PER PLUMBING AND MECHANICAL, SEE DETAIL 10/A12.0 @J SPLIT SYSTEM CONDENSING UNIT FOR SERVER ROOM AIR CONDITIONING SYSTEM IN CEILING SPACE, SEE MECHANICAL ~ 0 .RtJ/Jr 0~,4/N 4AIO ()1/E,.f'/U}W cfCtJ/P£R 0 ,' IJ\ /JS BUILT /14/?T//Jl. ROOF l"lt.iN -I P41i'TIAL iVORTII ECEV4T/Olv' ROOF 0/?,4lN.4GE 4S1008 d @ OOW!ISPOtJT //OZZLc Et~VIJT/01'1 l?OOF IJl?I/IN 4.9t008b DATE INITIAL ENGINEER OF WORK DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL MANUEL ONCINA ARCHITECTS INC. ARCHITECTURE PLANNING -- INTERIORS 57 U La Jolla Blvd La Jolla, CA 92037 858/459-1221 Tl 858/459-1214 FX inquiries@oncinaarc.com "AS BUILT" ll§~'2n ¢?~,~ I RCE ~R[7'-EXP, ~-3 l· l2- REVIE\JED BY• INSPECTOR •• A3.0 9-,,;f-/,> DATE DATE ~ CITY OF CARLSBAD SHEETS 1'{7ia-r 3 ENGINEERING DEPARTMENT ROOF PLAN CARLSBAD CITY LIBRARY LEARNING CENTER APPROVED BY: WILLIAM ~ER :2-t,-t?G -~,i(/4t,.; '/'. . ··••1= DEPUTY CITY ENGINEER PE#: 28176 EXP: 03-31-06 DATE DWN BY: BM/AW I PROJECT NO. I DRAWING NO. CHKD BY: PB 4001 RVWD BY: MO 434-5 060806 CARLSBAD CITY LIBRARY LEARNING CENTER 3368 EUREKA PLACE ADULT LEARNING PROGRAM CENTRO DE INFORMACION ENLARGED BUILDING ADDRESS SIGN SCALE: 1/2" = 1'-0" ~ T.O.WAL ~ T.O.WAL ~ T.O.WAL ~B.O.SUN -6 T.O.WAL \A) \ \B) ( \ \C) T °T" T L: +30'-0" ' ----. -- L: +28'-0" --------·· L: +25'-0" ---------.. '-------,------- SHADE: +19'-8" ~ / . L: +14'-8" ' -' I I - '\D) i EI \FJ l G / ' H \ / ) 0-i 1 ffi \_ T I I 8 I \.::., ,0 - --- "-t --ill ----. i ' I L------'-------'-- ' .. L_~----------1---:..___.:_ ---- I . . = J "' ;-' I ' . ,· I . 2 I ' -&FF: +11'-8" -L __ L ______________ -------~ = FF: 0'-0" ~ .....• - 0-v [I]-, V /---~ ' J • 11 1 \__ '../ • . 1/1-0~ fg-\ I I I ,' .. ·[ ' V ' ~ . . / C1t0D CARLSSAElCITY U- LEARNING CENTER 3368 EUREKA PLACE I 'I\OUl 7: CeAHNIN~ Pi<OGlW>I CE_NTRO OE INFni<MAC,"f' I ! I, ,, I ~ ~ '---< ~ CD-10-1 (6-, \ I ~J) . A6.0 -0 --- ' lK '\L) ( - - \~/ I T.O.WALL: +2 - T.O.WALL: +2 - 6'-0" ~--•• 5'-0" ~- ----i --. -----__:_J .. B.O.SUNSHADE: +1 --- -- ,-\ HJJ rill ' ' T.O.WALL: +1 --- ' I I FF:+1 6. L_ ______ _J -- 9'-8" ~- 4, 8" -~ 1'-8" ~ . ' " •• • . / I PLANTER:+ ---. I . 2'-0" 6 I ~/s\ WEST ELEVATION ~ " -' " '-.:..:.'J '--.... 1:...; ~ T.O.WALL: +30'-0'_' _ ~--~ --~ T.O.WALL +30' O" ...___, T I -- (a) \.r r "---T..J ---- I . t " I t-----~ I • ...__, 3 I 1 { T.O.WALL: +25'-0" 4' ·--------- UNSH~9'-:' (\ !; __________ C---------.JI ' 1-----------____ ____J ... -I ' I i 2 -I -- ·r F T ... = F"" 10 I ALL: +14'-8" ' --~T.O.W ~FF:+ 11 1~811 L __________________________________ ~ ________ jl ______ J . . / ~ . • . I l . c-~ I=--[I] ~ / / / ' I/ /: ' • ' [/ ' / / ✓-' ' ·, '--. ~ / ., \ / ,, J ~ FF: 0'.,;-0_" _,iii;;;;;,..J.,.~-----·~o" \ / ' / /. . .., 7 I FF: 0'-0" ' iiiiiiiiiiiii -&FF: 0 PARTIAL SOUTH ELEVATION SOUTH ELEVATION cp r:H·~-, ' \_ _ _) ----~---------------- I L _____ --_· ______ _J · 1 .... 1 _..,, PARTIAL EAST ELEVATION SCALE: 1/8" = 1'-0" (1', '\_ ) y (n\ ' 2 ' \_ _ _) f3'• ' ' \._) I L ___ _ _ ~ T.O.WALL: +14'-8";= =====t ., FF: +11 '-8" ()J ---t---- I r 1 FF: 0'-0" ~ ----;t~-;...,~--,_j.,-- PARTIAL NORTH ELEVATION SCALE: 1 /8" = 1 '-0" (M) '---~ ~ T.O.WALL_:_+28'-0'" T.O.WALL: +25'-0" ~ ··---~---·· (~J ', ' J \__ ___ / rF:'\ ' ' \_ _ _) (~ (c;) T rE· -, .. , \_ / T I (6\ \__') SCALE: 1/8" = 1'-0" fc' (s) (A) I\T) T \:T.• ----·---------------------------~1------------------~ L_ __ ~-------~------ ~ B.O.SUNSHADE: +19'-8" --c:~=======:::::;:I=======:;:::::========= ~ T.O.WALL: +14"~8"~-___ ___, FF: +11'-8" ~ --- 11 FF: 0'-0" ~ --- (1') (~ (3) (~) ' I "~-T/ \T'_./ "'-T./ ! I I T.O.WALL: +25'-0" ~ --------- ----+--- ,. , B.O.SUNSHADE: +19'-ll'' ,,, -- ~ T.O.WALL: +14'-8" ~ FF: +_11 '-8" I -L_ __ . __ I '' c! I . l!I ~· T.O.PLANTER +2\.8'1i : FF: 0'-0" -~-~ ()J - I;: "' ~-- L --___ : __ ------________ J i1r-91 11r II 11 (s": ,...! (6\ ',\,_ i) T (i) \.,. I I ------------~ ra'• l\,_T) fg) \ .. ,. I I I • □□□□ □□□□ □□□□ ' (1-~, ~ 1'1(12\, "-,.'.J \,.'../ ....:,'./ 7 I I ' . - -• - - . . - ' -~ .. - -,-1 - -·--- - . - - ' ./ NORTH ELEVATION □□□□ □□□□ □□□□ EAST ELEVATION SCALE: 1/8" = 1'-0" II\ AS 81./ILT DATE INITIAL NOTES OJ SMOOTH 'SANTA BARBARA' FINISH STUCCO ON EXTERIOR WALLS, TYP [TI METAL GRATE SUNSHADE, PER DETAIL 14/A12.0 DJ COR-TEN TUBE STEEL SUNSHADE, ATTACH TO WALL PER DETAIL 12/A12.0 SHEET GENERAL NOTES 1. STUCCO CONTROL JOINTS AND CORNER BEAD, TYP PER DETAILS 17,18/A13.1 [D F/%£0 WINDOW, l#STl1LL ING 6't.4ZING(Gl6} 61;:E OETAIC. 4, B<:t.OW 1 [}] GALVANIZED AND PAINTED METAL FIRE STAIR [!) GIIL/1/JN/ZEO 4110 P4/NTt:O GUARDRAIL PER DETAIL 9/A12.0 I [D CMU PLANTER, STUCCO TO MATCH EXTERIOR WALLS CI] SKELETON CLOCK, PER DETAIL 1,2/A18.0 [I] BUILDING NAME AND ADDRESS, SEE ENLARGED BUILDING ADDRESS SIGN, EXACT BUILDING TITLE TO BE DETERMINED BY CITY OF CARLSBAD ~ 'FLOGARD' DOWNSPOUT FILTER ACCESS PANEL, SEE DETAILS 21,22/A10.1 ~ STUCCO CONTROL JOINT, TYP, PER DETAIL 18/A13.1 .---.,. "' r==:71, \~ V ~'v---./ 5£CTION-IJ DATE INITIAL DATE INITIAL ARE/l 2.J I: REMO/IE St/GPENOE Cl:ILINO r?T 8l0",4,CF AN0.4PPLY TN0.5/,/ct:T.5 f'Z''GY.P BOARO TO t/1/0ERS/OE OF ROOF ,5,TRt/CTURc, PAINTl:O. /------~ ·;~ MANUEL ONCINA ARCHITECTS IN ARCHITECTUR--~ PLANNING INTERIORS 5711 La Jolla Blvd La Jolla, CA 92037 858/459-122 l TL • 858/ 459-1214 FX A4.0 lnquiries@oncinaarc.com 11 AS BUIL T 11 ...uk,dt.., r:~ 2-t.5~/t') RCE '2317(; EXP. 3•~l-l2 -DATE REVIE',/ED BY, INSPECTOR DATE ~ CITY OF CARLSBAD SHEETS 1~7~f 4 ENGINEERING DEPARTMENT BUILDING ELEVATIONS CARLSBAD CITY LIBRARY LEARNING CENTER APPRO~ED BY, WILLIAfkMMER ,;{/~4',/4'1M· /, .. .,,.,.., '.2-(,,-,:24 DEP~ TY CITY ENGINEERPE#, 28176 EXP, 03-31-06 DATE OWN BY: BMJ,\W PROJECT NO. PB SCALE: 1/8" = 1'-0" SCALE: 1 /8" = 1 '-0" I I DRAWING NO. CHKD BY: REVISION DESCRIPTION 4001 ENGINEER OF WORK OlHER APPROVAL CITY APPROVAL RVWD BY: MO 434-5 060806 _, I 1--1 I ! I 111 ,-_!_ I-r:I m' 1--1-I I I I ' I I I I , , I I I I ' I I I 1-1 , __ ' I I I ' 'I I I I r I I 12021 D ' :i' ,I I u . 1102 1 I 103 I (s) T I 203 I I 104 I I 204 I I 205 I /2--\ I ' \ J ·1 ~~ -, __ _J.O.PARAPET:+25'-0" ~ I B.O.1HR ASSEMBLY:+21'-4" ~ 4] ,r-0 1i '' GUARDRAIL:+15'-2" ~ 1233 I '1 ! FF:+11 '-8" -~ ~t !B.O.1 HR ASSEMB-L Y:+9'-8" ~ 'i1 jt --......_Q§_LING:+8'-0" ~ 11 f-" FF: 0'-0" ,., -\... I I I I I ii I 11· 11 I 11:::1.--: 1 •--,1,-ll--lt'_1'-'-'11c-11=· =I 1::-1--1 ! I 1.::I:::n I : 1-1' -1 :-: 11 , II-i 11 I II·II·I-IIII·,,_II q I 11=11·1 11'1! 111-1=11~11·1,1-1=11-1 171=1 11-11-1~11.11 I II I --I~-I 11 __ 1 I'! I i' I I 1 1-, c,I I I I , 11 I _ = = _ -1 ~1 I~ I== 11=11·-I _i =",-i'i=--' =i l=i = ~=: 1--.= = :: --= C! I=: =1 1=11-, I :::1 [..: I =I 1-1 I : I __ I __ c: I --W] 1 __ I =1 Cl I -I I i 11::: I -11-1 C I =I 1-11 I ::i I-I ~1 1.:: I I 1--I . .I C I-I - I 1-I -11-1 1--I I 1· 11 - I --1 1::-I -1 I I I I -1 I~ I - I Cl 1,-. ,--1---I: I II II II I II I II II ! I 11·11 I ,1 I II II I 11:11 I .II 1< i II I II II I II - I 11 , --11 II ·I--II-I 11-11-1-11 I ' ' ' !! , !! ,-"['' ,-,, '' ,-,-_,,_,,~,--,,_, ,,-,, [,-,,-,--,, -,-,,-,,-, ,,---,-, _A1··-1--1,·-·11 ,1-1-11 II' SECTION I I I I / / 8 \._'I ✓-, (\_9) GQ~----T 0-- ( ) I I I I 12321 1,6-~ ~) I t t I I ' I 101 I I 12151 11116 I 11221 121a 1 (4-\ ~-~ 1221 1 · 12241 11121 SCALE: 1/8" = 1'-0" I 206 I (2-\ \___/ ___ _J.O.PARAPET:+25'-0"&- -~.O.1 HR ASSEMBLY:+21 '-4" ~ 4 r~UARDRAIL:+1§'-2" &-, FF_:+11'-_§" ~ ----~B)Q. 1 HR_ASSEMBL Y:_:t_!f-8" ~ CEILING:+8'-0" --~--&- I 108 I FF: 0'-0" - --~ SCALE: 1/8" = 1'-0" I 228 I n FF: 0'-0"&- DATE INITIAL ENGINEER OF WORK I\ AS Bl.JILT NOTES DJ SINGLE-PLY ROOF SYSTEM WITH THERMOPLASTIC MEMBRANE IT] SMOOTH 'SANTA BARBARA' FINISH STUCCO ON EXTERIOR WALLS, TYP [I] EXISTING CONCRETE FOUNDATION, TYP 0 24"x24" PRECAST CONC. PAVERS ON ADJUSTABLE PEDESTAL SUPPORT SYSTEM OVER BUil T-UP 'CLASS A' ROOFING CONSTRUCTION WITH MODIFIED BITUMINOUS CAP SHEET, PER DETAIL 7/A12.0 0 KYNAR-COATED ALUMINUM GUARDRAIL, TYP FOR EXTERIOR, PER DETAIL 9/A12.0 IJJ METAL GRATE SUNSHADE, PER DETAIL 14/A12.0 [TI PLANTER, CMU WALL FACED WITH SMOOTH 'SANTA BARBARA' STUCCO FINISH TO MATCH BUILDING IJJ GALVANIZED AND PAINTED METAL EGRESS STAIR STRINGER AND TREADS, PER DETAILS 6,7,8/A11.0 0 STRUCTURAL STEEL BEAM WITH 1-HR RATED PROTECTION ~ METAL OPEN WEB TRUSS WITH WOOD CHORD, PER STRUCTURAL o::D TAPERED TJI JOIST, PER STRUCTURAL ~ WINDOW, PER SCHEDULE SHEET A9.0, TYP OTI ACOUSTIC PANEL LAY-IN CEILING, TYP, PER RCP ~ GYP BD SOFFIT, TYP, PER RCP ~ BUILT-IN CABINETRY [ill PERFORATED METAL LAY-IN PANEL, PER RCP ~ COR-TEN TUBESTEEL SUNSHADE, ATTACH TO WALL PER DETAIL 12/A12.0 [ill NEW CONCRETE FOUNDATION, PER STRUCTURAL [ill DOOR, PER SCHEDULE SHEET A9.0, TYP ~ TJI FLOOR JOIST, PER STRUCTURAL, TYP ~ SCREEN WALL FOR ACCESS LADDER, STUCCO ALL SIDES, BRACE PER STRUCTURAL [E] HOLELESS HYDRAULIC ELEVATOR ~ ELEVATOR SHAFT HOIST BEAM, INSTALL MIN 12'-6" ABOVE FINISH FLOOR, PER STRUCTURAL ~ MECHANICAL EQUIPMENT CURB, PER DETAIL 3/A12.0 ~ ROOF MOUNTED MECHANICAL HVAC UNIT, PER MECHANICAL ~ MECHANICAL SHAFT, 1 HR RATED SHAFTWALLS PER DETAIL 5/A13.0 DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL Cl TY APPROVAL ~ 5 -, t -t B KEYPLAN MANUEL ONCINA ARCHITECTS INC ARCHITECTURE PLANNING ..__,. INTERIORS 5711 La Jolla Blvd. La Jolla, CA 92037 858/459-1221 TL 858/459-1214 FX inquiries@oncinaarc.com "AS BUILT" NTS A5.0 --u,,7#.&..i ~~-an 9-L,S--Lt!> RCE 23/7f EXP, 3•3l•Lz. DATE REVIE\./ED BY• INSPECTOR DATE CITY OF CARLSBAD SHEETS '~kt-ENGINEERING DEPARTMENT BUILDING SECTIONS CARLSBAD CITY LIBRARY LEARNING CENTER APPROVED BY: WILLIAM E. PLUMMER ~/,~~ ?.-ld-26. DEPUTY CITY ENGINEER PE#: 28176 EXP: 03-31-06 DATE DWN BY: BM/AW I PROJECT NO. I DRAWING NO. CHKD BY: " 4001 RVWD BY: MO 434-5 060806 (s) T ---------~ ~ 0 I 232 I r rrrr r I 1141 K A6.2 • . I 116 I • T • (ill • T 1 • r rF--\, \ . T/ I • ' I 12141 11191 T I • . ' J rH\ \.._l) -~ ftE3 I I l I I • ,--- -------- I I I ~bJi I I I I I I12s I I ('J) \._ __ (~(~) (M-'\ \..'_'J I I ~I H A6.2 I • 1 I • l • • j .----_--=---=-_ )O.PARAPET:+25'-0" ~ . ----------+---' __ B.O._1 H1 ASSEM_13L Y:+21'-4" &, IT] [~~1RDRAl1:+15'-4-- l 202 I 1,----b--~-dJ +--_FF:+11'-8"~- ~I __.___,l'--'-1 ___.__.,,._! -4--~~ =--~ B. _, H~ ASSEMBL Y:+9'-8" ~ ~ · _j CEILING:+8'-0" --L ---== -~. ! ! I I 103 II i'-11 -1--1-1_'. ·1 1· '' -. 1 I I _II 11 I I I i I I I I i I . 11 I_ i I. I I 11 I -I I I I' .. ' . ' . I" '' I 'I I I I ii I II ii I 1 1 11 1 11--j-LJ--~d __ -JJ--_1_ 11,!i'-.. ,i 1 '~_;_11 ,11:__-__ 1_, 1[ .. 11_--~1~,-i1~11·-~u=-,1=-'··11_-=1~11 11 .. -1· 1::..:_;1,__,;:-11.,, 1,-~'1 I ::·--,, I II II 11 : II I ii 11 I I,:,, 11· ,',_ ,1 ,1, ,'-~~1 1 l_::_)l-·,,1-l=.1-1 :i-... ::··;_:j·--:-,: 1 1_ I 11 "ti"""t l""F"i 1--r,-i-l-r-1 i--t"" 1----n-' I 11 i I I , I ii ·1 I I I~ I -1 [ i 0-: 11 I I= I I I 11 I I I I I I I I I I I , 'I' ll:C-1'1-•, :::1 11---il'= l'-111-I ,1 I I I I I I I II ·I I I 1·1 ,; I 'I .I : I:--,_.,_ I __ I '_,--11 -1_1--'i-1'1 . i '! i ' i IJI 1_ I ! 11 I 11 1-.-1•-.--11--1=11--:11-l=I I -1·:1 -' ', I··' I' II I ·11 I ' I I I I I 11--I I -I I I I I I I I I I , I I I I (A\ rs, (cJ '\..'J ~-') I/ I I • I : I '. '. I I I : ' 1 I [ I I I ! 1 I I I I -I ~ H 1 : :-. :-1 I -I I I -1 I -I 1 -1 -I 1·--1 1-1 ' ~I ..,.,..;-,-;-+I -i-I~ =-1 I I I "11 I 11~·11 ' II.I' I 'II 1--11 11 11".' I·,,: 11 I II 111,11 1-'11 -•1 I ,,-1 •1:'1:1 111 11 111:_ II· I I· 1, I lccl I ·1 l·IJ .-.11=11_~1._11°=,,:-·,1:c.1J·i:~_11 l.c-_11= 1:::1 I 11,=jl lc-l.::.11-.. 11-1 I 1--11 -I I 1--1 11.-11-i ' I ' ! I I I I I 11 I I I I I 11 I I I I I I I I (o\, (Ej \ '_,) \..l:.J --- I I • I 11 I I I II 11 I 11 II I 11 1-'-11--1 =11-11-1-11::.1-11-11::. -1 [11=1 -1 I 1-1 I 11·_ 1=1 ! 1··11 I [ Ii ,i i, i,·I[ I JI-:: 11-11 .. -1 ,--,1-l!: . .ll-l-11-ll-1=11-l -ll-'11--I 111-11--:11 1::.11=11-1::.11 ,:_ •=1.:11 - , -, , I --, I , 1·· --' 1-1 I '---1 I , ··-'1--1 I 1-, , , , ' I I I I I '· I I I 11 -I I l • AS.1 1 F"\ rG \ _).--..l.,J -.-r - • I~ i • T ' . I , SECTION D SCALE: 1/8" = 1'-0" (J) "'T ------ L A6.3 .O.PARAF'EI:+25'-0" ~ : I i I l i I l I I l _B.O._1H I ASSEMBLY:+21'-~- 1,...1 ~--~--1 21 rr0 FF:+11 '-8" - - -~ j iGUARDRAIL:+15'-2" ~ ~2~1 n-r'"''ll ~20T6TI rT"Trllrrl r20r7TI --rrt'-r.ll-frl=r20T5~1-f-1,L--JLL_jj t-- l .,l l.'. ., I I • -------~ B .. 1~RASSEMBLY:+9'-~- ~l. , _' , ~ _ _g:IL1NG:+8'-0" ~ I I 11121 I ' I 1-,., 11201 --FF:0'-0"~ .--------~ ( ) I ' ' ' ' I I ~OPA RAPET:+24'-2" --~~ I I I I I I I ~ L - I ' ' 1 I T I FF:+11'-8" ~ -~- I i I I I I I123 I [ill I · :,411' ,·I 'Ii' ~~ '1 -~'°'17 \ I II f I.. -Ii. • := I 11 11--·- I ! I I I I 1 1 cl 1-.-1·L II . 1 • ' ,, FF: 0'-0" ---&-- , I I I ' I .. 0 -11-11· I i' I I I '1 I I I I I I IJ l_ LJ L jl-I -~ 1 · 11=1 I _ I -I 1-.I I _ ! _ I 1-' I .I 1-1 ~ I I I l'bi+ ~' t--'t ~ , t-4 ..,.._ •~ , SECTION G SCALE: 1/8" = 1'-0" 11 I I I' ' I I ' I i .1 -. I , I a 1201 1 2 (3'\, \ ' / "'--/ I /--~ i 2 ' \..'_ __ ) I T.O.PARAPET:+25'-0"~-- B.9.1 HR ASSE1,1BL Y:+2_1':4" & _ I211 I FF:+11'-8" ~9 "fr--~--it __ . _ B.O.1HR ASSEMBLY:+9'-8" ~ ~---+------+------~LING:+8'-0" ~~ FF: 0'-0"~ DATE INnlAL ENGINEER OF WORK I','\ AS BtlllT NOTES OJ SINGLE-PLY ROOF SYSTEM WITH THERMOPLASTIC MEMBRANE [I] SMOOTH 'SANTA BARBARA' FINISH STUCCO ON EXTERIOR WALLS, TYP IT] EXISTING CONCRETE FOUNDATION, TYP 0 24"x24" PRECAST CONG. PAVERS ON ADJUSTABLE PEDESTAL SUPPORT SYSTEM OVER BUil T-UP 'CLASS A' ROOFING CONSTRUCTION WITH MODIFIED BITUMINOUS CAP SHEET, PER DETAIL 7/A12.0 [I] KYNAR-COATED ALUMINUM GUARDRAIL, TYP FOR EXTERIOR, PER DETAIL 9/A12.0 [I] METAL GRATE SUNSHADE, PER DETAIL 14/A12.0 0 PLANTER, CMU WALL FACED WITH SMOOTH 'SANTA BARBARA' STUCCO FINISH TO MATCH BUILDING [I] GALVANIZED AND PAINTED METAL EGRESS STAIR STRINGER AND TREADS, PER DETAILS 6,7,8/A11.0 [TI STRUCTURAL STEEL BEAM WITH 1-HR RATED PROTECTION ~ METAL OPEN WEB TRUSS WITH WOOD CHORD, PER STRUCTURAL ~ TAPERED TJI JOIST, PER STRUCTURAL @] WINDOW, PER SCHEDULE SHEET A9.0, TYP [E) ACOUSTIC PANEL LAY-IN CEILING, TYP, PER RCP ~ GYP BD SOFFIT, TYP, PER RCP ~ BUILT-IN CABINETRY ~ PERFORATED METAL LAY-IN PANEL, PER RCP ~ COR-TEN TUBESTEEL SUNSHADE, ATTACH TO WALL PER DETAIL 12/A12.0 ~ NEW CONCRETE FOUNDATION, PER STRUCTURAL ~ DOOR, PER SCHEDULE SHEET A9.0, TYP ~ TJI FLOOR JOIST, PER STRUCTURAL, TYP ~ SCREEN WALL FOR ACCESS LADDER, STUCCO ALL SIDES, BRACE PER STRUCTURAL IE] HOLELESS HYDRAULIC ELEVATOR [E] ELEVATOR SHAFT HOIST BEAM, INSTALL MIN 12'-6" ABOVE FINISH FLOOR, PER STRUCTURAL ~ MECHANICAL EQUIPMENT CURB, PER DETAIL 3/A12.0 ~ ROOF MOUNTED MECHANICAL HVAC UNIT, PER MECHANICAL ~ MECHANICAL SHAFT, 1 HR RATED SHAFTWALLS PER DETAIL 5/A13.0 DATE INITIAL DAT£ INITIAL REVISION DESCRIPTION OTHER APPROVAL Cl TY APPROVAL • r./'f 0'-0' -. ___ ,. ____ _ RFZ 113 : TIIE IIE/G/-ITAT f'Etf'IME TE/f OF E,l'/,57/,t'G SOrrlT.5 /,5 -:4?1i'l?OX/4'14TtilY !l'-0'4Fr. TkE EX.rE/f/OR .SO/'r/TCE/t/NG OCCVBJdT tltVllEl'fSIOE ff TJ/ FA'/1411#6 IIE/6/lr k"4RIE.. , E □ □ i □ □ □ □ □ □ □ F KEYPLAN MANUEL ONCINA ARCHITECTS IN ARCHITECTUR PLANNING '----INTERIORS 5711 La Jolla Blvd. La Jolla, CA 92037 858/459-1221 Tl 858/459-1214FX inquiries@ondnaarc.com NTS A5.1 11 AS BUILT" di"//n; r:~---9-2.a-Lt2. RCE'l,aJ.76 EXP. ;3 ·3L•l-Z..., DATE REVIE\,'ED BY, INSPECTOR DATE □ □ □ □ □ □ □ ~ CITY OF CARLSBAD SHEETS 6 ENGINEERING DEPARTMENT ':f3y BUILDING SECTIONS CARLSBAD CITY LIBRARY LEARNING CENTER APPROVED BY: WILLl~U~ ,#2/?4-tt. 7, ~ z-r,,-a, DEPUTY CITY ENGINEER PE#, 28176 EXP; 03-31-06 DATE DWN BY: BM/AW I PROJECT NO. I DRAWING NO. CHKD BY: " 4001 RVWD BY: MO 434-5 [i,)-\ D D D D D ~I r □ 1 I D I l J l ' ,-~' ,----=- ' 11---1 -- -I! ,-=-I I - ' ! ! ; - i I I I · i I 10 A14.0 / I □ 1101 I 1 ®. ~11\ \ IT -11 I -1 I : : : i -. I ' =111 11=- 1 l--::::1 I 1 I I I I i I SECTION SCALE: 1/2" = 1'-0" ! ' I I 111 : I ' - D , ' I ! I I 11 : I 20 A14.1 @ ~ / \ \ ' / r ,- 9 =---,,I <F---~A:.:.::13:::,,,0 1101 I . i i 11 I i 11 I I I I I I I ' I-' I I SECTION SCALE: 1/2" = 1'-0" ::= ·_ ,r, I i ' . ,-,. , .. -I> I ,_ 11 11221 I I I C ,'~1_\.\ \, ,.\' 'l l,); 11021 1· I I i 1--I I I --I i --1 SECTION SCALE: 1 /2" = 1 '-0" I 202 I ' - B I ' I I - I I 20s I I 106 I i I i 11 - ! 1-, ,- 1 I I I I ' . ' -' - '. - ' ' r" - ' ' . _-I 11 . I , '---.--11_-1 I I_ •::_ ' ' _ T.O.PARAPET: +25'-0"~ NOTES OJ SINGLE-PLY ROOF SYSTEM WITH THERMOPLASTIC MEMBRANE [I] SMOOTH 'SANTA BARBARA' FINISH STUCCO ON EXTERIOR WALLS, TYP CD EXISTING CONCRETE FOUNDATION, TYP 0 24"x24" PRECAST CONC TERRACE PAVERS ON ADJUSTABLE PEDESTAL SUPPORT SYSTEM OVER BUil T-UP ROOF SYSTEM W/ MODIFIED BITUMINOUS CAP SHEET, PER DETAIL 7,8/A12.0 0 KYNAR-COATED ALUMINUM GUARDRAIL, TYP FOR EXTERIOR, PER DETAIL 9/A12.0 0 METAL GRATE SUNSHADE, PER DETAIL 14/A12.0 ~ 5 1/2" BATT INSULATION, R-19, TYP FOR EXTERIOR WALL ~ BRACE WALL, FINISH WITH STUCCO ~ 3 1/2" SOUND ATTENUATION BATT INSULATION, TYP FOR INTERIOR WALL ~ FLOOR PER FINISH SCHEDULE OVER 3/4" "HOMASOTE 440 SOUND BARRIER" OVER 3/4" T & G PLYWOOD, TYP FOR UPPER LEVEL ~ ROOF DRAIN, WHERE OCCURS PER PLAN, SEE PLUMBING SHEETS ~ 8" CLEAR VIEW GLASS BLOCK, 'ARGUS' PATTERN ~ DRINKING FOUNTAIN, LOWER FOUNTAIN INSTALLED 36" ABOVE FINISH FLOOR MAX., SEE PLUMBING SHEETS FOR FIXTURE INFORMATION __ B.O.__1_HR_ASSEMBLY: +21'-4"~ QJ PLANTER, CMU WALL FACED WITH SMOOTH 'SANTA BARBARA' STUCCO FINISH TO MATCH BUILDING [TI GALVANIZED METAL EGRESS STAIR STRINGER AND TREADS 0 FLOOR PER FINISH SCHEDULE OVER SEALED CONCRETE SLAB, TYP FOR LOWER LEVEL __ C_EILING: +19'-8'~ I 233 I 1 I r I I -,-- I , I , 11 11 --I I ' '_I -I --1 -,,= ' ' 11 FF: +11'-8"~, J FF: 0'-0~ ! I ! I I I i I i I I I SECTION A SCALE: 1/2" = 1'-0" r 45 BUILT 0 EXISTING STRUCTURAL STEEL BEAM WITH 1-HR FIRE RATED PROTECTION ~ METAL OPEN WEB TRUSS WITH WOOD CHORD, PER STRUCTURAL ~ TAPERED TJI JOIST, PER STRUCTURAL ~ WINDOW, PER SCHEDULE, TYP ~ ACOUSTIC PANEL LAY-IN CEILING, TYP, PER RCP ~ GYP BD SOFFIT, TYP, PER RCP ~ BUil T-IN CABINETRY [ill PERFORATED METAL LAY-IN PANEL, PER RCP @J COR-TEN TUBESTEEL SUNSHADE [ill NEW CONCRETE FOUNDATION, PER STRUCTURAL ~ DOOR, PER SCHEDULE, TYP ~ T JI FLOOR JOIST, PER STRUCTURAL, TYP ~ SCREEN WALL FOR ACCESS LADDER, STUCCO ALL SIDES, BRACE PER STRUCTURAL [E] HOLELESS HYDRAULIC ELEVATOR [E] ELEVATOR SHAFT HOIST BEAM, INSTALL MIN 12'-6" ABOVE FINISH FLOOR, PER STRUCTURAL ~ MECHANICAL EQUIPMENT CURB, PER DETAIL 3/A12.0 ~ ROOF MOUNTED MECHANICAL HVAC UNIT, PER MECHANICAL ~ MECHANICAL SHAFT, 1 HR RATED SHAFTWALLS PER DETAIL 5/A13.0 IE] NEW STEEL BEAM, PER STRUCTURAL ~ NEW WOOD BEAM, PER STRUCTURAL ~ 9 1/2" THICK BATT INSULATION, R-30, TYP FOR ROOF-CEILING MANUEL ONCINA ARCHITECTS INC ARCHITECTURE --- PLANNING INTERIORS 571 l La Jolla Blvd. Lo Jolla. CA 92037 858/459-1221 TL 858/459-1214 FX inquiries@oncinaarc.com "AS BUILT" RCE 2fll7' EXP J-3 (-1'2,, REVIEl,IED BY: INSPECTOR fsHml7 CITY OF CARLSBAD l----+----11----------------+----t--+---+---I ~ ENGINEERING DEPARTMENT l----+----11----------------+----t--+---+---I WALL SECTIONS A6.0 DATE DATE SHEETS 1:lar CARLSBAD CITY LIBRARY LEARNING CENTER APPRO;-'ED BY WILLl~!LUMMER l---+------+-----------+----+---+---+-----1 &,'~-I',~= DEPUTY CITY ENGINEER PE#: 28176 EXP: 03-31-06 DATE t--~--+-~--tr---------------+----t--+----+----t D'WN BY: BM/AW DATE INITtAL >--DA_TE_~IN_ITI_A_L +-D_A_TE~_IN_ITI_AL_, CHKO BY: -'~' _ ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL RVWD BY: MO I DRAWING NO. 434-5 ~------~ PROJECT NO. 4001 u60S06 ' T ' -- I ' I -I ' I I 8 A12.0 ,_ ' ' I 232 I ~ r ~~l'i'-'rl 1 · 11:- 1 1: I - J ,, ~~--!___..-! 11 --I I - I i 1-.:.1 i _ . . -111 -111 = _ I _ 11 . I'::_ 1 1 I I,:._ , 1 r-1 1 1 ...,.1~1 i-" ' , , : 1 1 1 7 ' I I -- I I I I I I I I I _ I ounn nnn / \ I 116 I ! 11 1 ! I I \ / \ -/ I 215 I '"'"" 1 , , l t '; 1 , ; ; , , , , f , , , ! I I ! I 11 11 I I i -I I I I I I I I _ i " I I I SECTION G SCALE: 112" = 1 '-0" 29 ----- ~ T.O.GUARDRAIL: +15'-2" ! 228 ! I'. I 232 I I -------""'-..;;;..._J:,,• ~-----4 I _____ _, 2 @I ..a.----135 i I I i I I , I I I 11 i I 112 I I I 11 1:· 1 ,-:J' I ' -',-I 1-I i i i 1--' 1 :__:_l!I ~SIM -1 - I I J I i ' ' -i I ! I ' i I I 1--I I --i Ii _!!I 111 111-I I I I I I 111 __ ' \ FF: +11 '-8'~ \ L ____ __ "'-----\ I I ' ' __ S_I_LL: +5'-0"~ T.O.PLANTER: +3'-4'6- FF: 0'-0" -------~ , ---I ' I 11 -• I Ii-I -11 ~ . I I 11--=1 I ! I ' I ' I I SECTION F SCALE: 112" = 1'-0" '·-- "ff-c--l::;:;llt---~ ====~~~II =====f-t""""/1) [iJ I Ii I 228 I ) ) ) ,_ )' X ' I I> ---~_J, .. , '--===-ti ' ===7,,: 11 1:: _JI . ===71 i: 11 : -,1---s..-=---1---'.;, = = = _JI :•: · 11-:::::==< -~-,. 7 !'-. -, .. ii --,----~ I 112 I I =--_JI --7 II -- ====j: I : 11 __ _J . I 111 -I , 11 I I '_:::::_I 11-=1 l=-1 I I-_--I ' ,_,,, -- • '10 . I - ' I I -I I 111 11=-11 __ -- I 232 I 11 ' ' i 11 ' I ' _:_ I 11 _, I : ! I SECTION E SCALE: 1/2" = 1'-0" 1t, ae BUILT DATE INITIAL ENGINEER OF WORK REVISION NOTES OJ SINGLE-PLY ROOF SYSTEM WITH THERMOPLASTIC MEMBRANE [I] SMOOTH 'SANTA BARBARA' FINISH STUCCO ON EXTERIOR WALLS, TYP [I] EXISTING CONCRETE FOUNDATION, TYP 0 24"x24" PRECAST CONC TERRACE PAVERS ON ADJUSTABLE PEDESTAL SUPPORT SYSTEM OVER BUil T-UP ROOF SYSTEM W/ MODIFIED BITUMINOUS CAP SHEET, PER DETAIL 7,8/A12.0 IT] KYNAR-COATED ALUMINUM GUARDRAIL, TYP FOR EXTERIOR, PER DETAIL 9/A12.0 IT] METAL GRATE SUNSHADE, PER DETAIL 14/A12.0 0 PLANTER, CMU WALL FACED WITH SMOOTH 'SANTA BARBARA' STUCCO FINISH TO MATCH BUILDING IT] GALVANIZED METAL EGRESS STAIR STRINGER AND TREADS [I] EXISTING STRUCTURAL STEEL BEAM WITH 1-HR FIRE RATED PROTECTION ~ METAL OPEN WEB TRUSS WITH WOOD CHORD, PER STRUCTURAL ~ TAPERED TJI JOIST, PER STRUCTURAL ~ WINDOW, PER SCHEDULE, TYP ~ ACOUSTIC PANEL LAY-IN CEILING, TYP, PERRCP ~ GYP BD SOFFIT, TYP, PER RCP ~ BUil T-IN CABINETRY ~ PERFORATED METAL LAY-IN PANEL, PERRCP ~ COR-TEN TUBESTEEL SUNSHADE ~ NEW CONCRETE FOUNDATION, PER STRUCTURAL ~ DOOR, PER SCHEDULE, TYP ~ T JI FLOOR JOIST, PER STRUCTURAL, TYP ~ SCREEN WALL FOR ACCESS LADDER, STUCCO ALL SIDES, BRACE PER STRUCTURAL [E] HOLELESS HYDRAULIC ELEVATOR ~ ELEVATOR SHAFT HOIST BEAM, INSTALL MIN 12'-6" ABOVE FINISH FLOOR, PER STRUCTURAL ~ MECHANICAL EQUIPMENT CURB, PER DETAIL 3/A12.0 ~ ROOF MOUNTED MECHANICAL HVAC UNIT, PER MECHANICAL ~ MECHANICAL SHAFT, 1 HR RATED SHAFTWALLS PER DETAIL 5/A13.0 @J NEW STEEL BEAM, PER STRUCTURAL ~ NEW WOOD BEAM, PER STRUCTURAL ~ 9 112" THICK BATT INSULATION, R-30, TYP FOR ROOF-CEILING DATE INITIAL DATE INITIAL DESCRIPTION OTHER APPROVAL CITY APPROVAL ~ 5 1/2" BATT INSULATION, R-19, TYP FOR EXTERIOR WALL ~ BRACE WALL, FINISH WITH STUCCO @J 3 112" SOUND ATTENUATION BATT INSULATION, TYP FOR INTERIOR WALL [E) FLOOR PER FINISH SCHEDULE OVER 3/4" "HOMASOTE 440 SOUND BARRIER" OVER 314" T & G PLYWOOD, TYP FOR UPPER LEVEL ~ ROOF DRAIN, WHERE OCCURS PER PLAN, SEE PLUMBING SHEETS ~ 8" CLEAR VIEW GLASS BLOCK, 'ARGUS' PATTERN ~ DRINKING FOUNTAIN, LOWER FOUNTAIN INSTALLED 36" ABOVE FINISH FLOOR MAX., SEE PLUMBING SHEETS FOR FIXTURE INFORMATION [E] FLOOR PER FINISH SCHEDULE OVER SEALED CONCRETE SLAB, TYP FOR LOWER LEVEL MANUEL ONCINA ARCHITECTS ING ARCHITECTURE.._ __ PLANNING INTERIORS 5711 Lo Jolla Blvd. La Jolla, CA 92037 858/ 459-1221 TL I 858/459-1214 FX A6.1 inquiries@oncinaarc.com 11 AS BUIL T 11 ,./4?~ r;_~~ .~/,5-/,) RCE 28121!. EXP. ?,-3L•l2-DATE REV!Ew'ED BY: INSPECTOR DATE ~ CITY OF CARLSBAD SHEETS •~7 8 ENGINEERING DEPARTMENT -1-3t-" WALL SECTIONS CARLSBAD CITY LIBRARY LEARNING CENTER APPROVED BY: WILL~ 2· '2·11'-~ f, ,---., DEPUTY CITY ENGINEER PE#: 28176 EXP: 03-31-06 DATE OWN BY: BM/AW I PROJECT NO. I DRAWING NO. CHKD BY: es 4001 RVWD BY: MO 434-5 \ \ ' c±, P~ __ ll~·.1 ' ' ' ' ' , '\ ( l l 0 / :1, I I i'. i \ ) ;, \ i,' ! d; d:l ) I, \, 1-,• < cl', [ IJ"""' mm~!-~~~-- ' . = T.O.GUARDRAIL: +15'-2" - -··---0- I 112 I ' --' -_, ' ____ _) I ' ! ! ' ) , ' ) J; ---i ' ' ' - ' \ ' -'--/ ' ---'• .. ,. ' ' ( ....c. 10 r \ A13.0 \ / @ ~ ii \ \ ' - ! 114 I I 116 I ! 125 I z -i -i ~ ' -' ~ ' -- I i ! I I I I I I I I I I 111 ! ! I ' ' I I ' I I ~:--! ' ' ! ' - I ' ' I I ' ' ' I I ' I ' I . i I I ' I I I I I I I I -::111 -1 11 ~ I . : I I I 111 ~,,, 111 111-11 ---I I i I I : ' : : -=-1 I I I I I I ! ! I ' I · I I ' : I I 111 i I 11 I i I i I I I ! I 11 11 I I I 111 ,11-11 -- I I I I I I I I , I I I 1-- , I I -' I - ! I ----1 -I : ! I I -! 1 11-; 11 -I I I I·- · Tl ~1 il I I i I I ' I i I I I f' I I I -I I I SECTION K SECTION J SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" ~r . \ ' ; cl, l 1 i' I) I.: -- J' ~' , ' , ' r-□ .. ,-·,.--,--,",--, ! \ I ' '·, ' C, --- j', ', '< ( I ' ! 1 ' ' ' ' ' ' ) ; ! .\ ' ' ' ' )\\\\\>))>',), }.)> ' O• I __ s_lLL: 14'-8"~ FF: 11'-8" ~.~ ~--· \ "/ \ ':=~~II/ I\ L ____ __ ' ' NOTES OJ SINGLE-PLY ROOF SYSTEM WITH THERMOPLASTIC MEMBRANE 0 SMOOTH 'SANTA BARBARA' FINISH STUCCO ON EXTERIOR WALLS, TYP QJ EXISTING CONCRETE FOUNDATION, TYP 0 24"x24" PRECAST CONC TERRACE PAVERS ON ADJUSTABLE PEDESTAL SUPPORT SYSTEM OVER BUil T-UP ROOF SYSTEM W/ MODIFIED BITUMINOUS CAP SHEET, PER DETAIL 7,8/A12.0 [TI KYNAR-COATED ALUMINUM GUARDRAIL, TYP FOR EXTERIOR, PER DETAIL 9/A12.0 [I] METAL GRATE SUNSHADE, PER DETAIL 14/A12.0 0 PLANTER, CMU WALL FACED WITH SMOOTH 'SANTA BARBARA' STUCCO FINISH TO MATCH BUILDING [I] GALVANIZED METAL EGRESS STAIR STRINGER AND TREADS IT] EXISTING STRUCTURAL STEEL BEAM WITH 1-HR FIRE RATED PROTECTION ~ METAL OPEN WEB TRUSS WITH WOOD CHORD, PER STRUCTURAL ~ TAPERED TJI JOIST, PER STRUCTURAL ~ WINDOW, PER SCHEDULE, TYP ~ ACOUSTIC PANEL LAY-IN CEILING, TYP, PERRCP ~ GYP BO SOFFIT, TYP, PER RCP ~ BUil T-IN CABINETRY ~ PERFORATED METAL LAY-IN PANEL, PER RCP ~ COR-TEN TUBESTEEL SUNSHADE ~ NEW CONCRETE FOUNDATION, PER STRUCTURAL [ill DOOR, PER SCHEDULE, TYP ~ 5 1/2" BATT INSULATION, R-19, TYP FOR EXTERIOR WALL ~ BRACE WALL, FINISH WITH STUCCO [EJ 3 1/2" SOUND ATTENUATION BATT INSULATION, TYP FOR INTERIOR WALL ~ FLOOR PER FINISH SCHEDULE OVER 3/4" "HOMASOTE 440 SOUND BARRIER" OVER 3/4" T & G PLYWOOD, TYP FOR UPPER LEVEL ~ ROOF DRAIN, WHERE OCCURS PER PLAN, SEE PLUMBING SHEETS ~ 8" CLEAR VIEW GLASS BLOCK, 'ARGUS' PATTERN ~ DRINKING FOUNTAIN, LOWER FOUNTAIN INSTALLED 36" ABOVE FINISH FLOOR MAX., SEE PLUMBING SHEETS FOR FIXTURE INFORMATION [E) FLOOR PER FINISH SCHEDULE OVER SEALED CONCRETE SLAB, TYP FOR LOWER LEVEL ••· ! --~ B.O. 1 HR ASSEMB_L, Y: +9'-8"~ ~ TJI FLOOR JOIST, PER STRUCTURAL, TYP ! 103 I z ~ - --- " I 'lr T ' ' I 1---, I ---111 i I i ' -- - I I 11 ---! I ',-- I I I 111 I -- ' ' ' I I I I I - I :, =-1 , 11 =111 I I I I I I I I ---I I I -I ! I ; ' i I I r 111- 11 111 I i' II 111 -: I I I I : , I ' SECTION SCALE: 1/2" = 1'-0" H ~ SCREEN WALL FOR ACCESS LADDER, STUCCO ALL SIDES, BRACE PER STRUCTURAL [E] HOLELESS HYDRAULIC ELEVATOR [E] ELEVATOR SHAFT HOIST BEAM, INSTALL MIN 12'-6" ABOVE FINISH FLOOR, PER STRUCTURAL ~ MECHANICAL EQUIPMENT CURB, PER DETAIL 3/A12.0 ~ ROOF MOUNTED MECHANICAL HVAC UNIT, PER MECHANICAL ~ MECHANICAL SHAFT, 1 HR RATED SHAFTWALLS PER DETAIL 5/A13.0 [E] NEW STEEL BEAM, PER STRUCTURAL ~ NEW WOOD BEAM, PER STRUCTURAL ~ 9 1/2" THICK BATT INSULATION, R-30, TYP FOR ROOF-CEILING MANUEL ONCINA ARCHITECTS ING ARCHITECTUR PLANNING "',_;;;,,... INTERIORS 5711 La Jolla Blvd. La Jolla. CA 92037 858/459-1221 TL 858/459-1214 FX inquirles@onclnoarc.com "AS BUILT" REVIEIJED BY, INSPECTOR • A6.2 DATE 1-----+-----+----A-S_l!}_tl,_'l'-_T ________ ---<--+---+----+----i L::J c 1~rGIN~rNG ~t~k~N~AD SHEETS 1~7 j,31 WALL SECTIONS CARLSBAD CITY LIBRARY LEARNING CENTER APPROVED BY: W,LI~ ,_UMMER l-----il-----+--------------+--+------<1-----1 ,&)~ 6~--- DA TE INITIAL DATE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL DEPUTY CITY ENGINEER PE#: 28176 EXP: 03-31-06 DATE OWN BY: BM/AW CHKD BY: ~P~B - RVWD BY: MO PROJECT NO. 4001 I DRAWING NO, 434-5 ! ' '' ' ' :1: I. I 'I ' I 123 I , I I I i 11 I i 111 '-'-_ '--~~1 '--'_ 111= 111= 1 : : : : I 1111 I ! 1: I i i I I I i I : I 11 ! I ! I I I I I I ' ! I I I I I I ! ! I ! ! ! ! ! I ! I I I I ! ! I I i I ! I i I I I I I I I I I ' ' ' ' ' , I I I I I I I LI i I , LI ' : I:\. 4 ' ' ' l -i '-,.'//~,',/,'.,~\l·--l'l\', )>)>) l )> ','l J 1 )>)>\ J ))/, ',',' l If· 11> ' If-. If· 29 If· 11:- ' ' I : : J I I ) ) ' ' ) < ) ) ) l 1 ' ' II,'· '' ~-------,"• ,_ : '-r . ' t--------------.,1:. -~ I: ---I. - '' '' - ' -' ·-' -' ' n:. ' ' ,' ' ' ' ' ' - ' ' ' ' ,- ' ' ' ' ' ·, ' ' ' ' ' ' ~ ' ~ ' • ' ' ' ,_ ..... I - ' ' I ' ' t: - I' I'. I' .. I' . 1:-: C-------------1½,' ' 1230 I ~ ' ' ' ' ' ' , ' l ( ' , )' i '{ I 124 I ( J ) ) l ) ' / ' .'. I ' ' ' - ' ' ' ' ' ' ' ' ' ' ' ' ' ---- ' ' ' '....,,, I< ' ' /' _,___ @--\,-a,-,-~~l~----,~~----1 :: I I I ! r l , I l:i Ill c::::.: 11 I I ii,_ __ ! I i : I I I i i I ' I I I I ' I I , ' ' ' ' I ! ' I I I ! ~~-~ -1...,... -}! ; I ' ' I I I ! I I I I I i11 -1 I ____ ,II __ , 1 ,_ -I --1 ----1---I -~1' 1--I ' ' I I I I ' ! I ! ! ! ! I ' ! I I , I I I I I I I ' ' I i I I I I ' I I I I ! -I I I : I , I I I I ! I SECTION p SCALE: 1/2" = 1'-0" 1 ' ' ' ' ' ' '-~=====-=~ ===~--,--- ' ' ' I 209 I \?:_',\ f j ! ( ' ! I ! I I ' ' I i I i I I _II I ! I i I I L-'--'-----i--+-- ..'I ,,1 ':1' ' '1 :11 -: 5 A13.0 TYP i 1211 1 ' C :-i _I, -,f'f 11') .' ,, ' \> ,_ J_\_._\ __ \_,i_)_ ,' 1121 1 I ' I ' '1 T ' ' ' -'1 I i - I i ,----i . ; _____ _ i I i iii ,ii I _· i:-1:1_;!_ _:__: i I , I --11 ! -! 1 1 -! I i I I I I Ill--ii--, 1, 111 1! i , I I ' I I SECTION N SCALE: 1/2" = 1 '-0" • ' , : r , i r ,, t,. I I ;· l 12121 : i I ' ) j·•, ' } ) ' \ ' , \ j \ > -, > X X 1 I I I ·-1-'- i i ' ' I - ' I ' I I I ' I I I 211 1 I ' j ,._. '· ) . ' .' .-.-.! ,_ ,_-'y '-<' , l 1 A.,,1 \ l l "" < m . f 121 I , --. -Tr--T fT -TT - 11 I 111 111 ,_ ~-J I :::~~I I 1~=~ 11 ::: 11 ! 111--111 I I I I I I I I • , ' ' I •· [ 205 I ) ) ) . ' 1 )' i :_I -,12,-, p====== ' ' ,- I 106 I ' i -j---I ! -, ! I I ' ' 1---I I 1--- I , i ! ' ---1 NOTES [D SINGLE-PLY ROOF SYSTEM WITH THERMOPLASTIC MEMBRANE [TI SMOOTH 'SANTA BARBARA' FINISH STUCCO ON EXTERIOR WALLS, TYP [TI EXISTING CONCRETE FOUNDATION, TYP 0 24"x24" PRECAST CONG TERRACE PAVERS ON ADJUSTABLE PEDESTAL SUPPORT SYSTEM OVER BUil T-UP ROOF SYSTEM W/ MODIFIED BITUMINOUS CAP SHEET, PER DETAIL 7,8/A12.0 [TI KYNAR-COATED ALUMINUM GUARDRAIL, TYP FOR EXTERIOR, PER DETAIL 9/A12.0 [I] METAL GRATE SUNSHADE, PER DETAIL 14/A12.0 [D PLANTER, CMU WALL FACED WITH SMOOTH 'SANTA BARBARA' STUCCO FINISH TO MATCH BUILDING [I] GALVANIZED METAL EGRESS STAIR STRINGER AND TREADS [TI EXISTING STRUCTURAL STEEL BEAM WITH 1-HR FIRE RATED PROTECTION ~ METAL OPEN WEB TRUSS WITH WOOD CHORD, PER STRUCTURAL ~ TAPERED TJI JOIST, PER STRUCTURAL D3] WINDOW, PER SCHEDULE, TYP ~ ACOUSTIC PANEL LAY-IN CEILING, TYP, PER RCP ~ GYP BO SOFFIT, TYP, PER RCP [ill BUil T-IN CABINETRY ~ PERFORATED METAL LAY-IN PANEL, PER RCP ~ COR-TEN TUBESTEEL SUNSHADE ~ NEW CONCRETE FOUNDATION, PER STRUCTURAL ~ DOOR, PER SCHEDULE, TYP ~ T JI FLOOR JOIST, PER STRUCTURAL, TYP ~ SCREEN WALL FOR ACCESS LADDER, STUCCO ALL SIDES, BRACE PER STRUCTURAL @] HOLELESS HYDRAULIC ELEVATOR ~ ELEVATOR SHAFT HOIST BEAM, INSTALL MIN 12'-6" ABOVE FINISH FLOOR, PER STRUCTURAL ~ MECHANICAL EQUIPMENT CURB, PER DETAIL 3/A12.0 ~ ROOF MOUNTED MECHANICAL HVAC UNIT, PER MECHANICAL ~ MECHANICAL SHAFT, 1 HR RATED SHAFTWALLS PER DETAIL 5/A13.0 [E) NEW STEEL BEAM, PER STRUCTURAL ~ NEW WOOD BEAM, PER STRUCTURAL ~ 9 1/2" THICK BATT INSULATION, R-30, TYP FOR ROOF-CEILING ~ 5 1/2" BATT INSULATION, R-19, TYP FOR EXTERIOR WALL [2D BRACE WALL, FINISH WITH STUCCO [El 3 1/2" SOUND ATTENUATION BATT INSULATION, TYP FOR INTERIOR WALL (E] FLOOR PER FINISH SCHEDULE OVER 3/4" "HOMASOTE 440 SOUND BARRIER" OVER 3/4" T & G PLYWOOD, TYP FOR UPPER LEVEL ~ ROOF DRAIN, WHERE OCCURS PER PLAN, SEE PLUMBING SHEETS ~ 8" CLEAR VIEW GLASS BLOCK, 'ARGUS' PATTERN ~ DRINKING FOUNTAIN, LOWER FOUNTAIN INSTALLED 36" ABOVE FINISH FLOOR MAX., SEE PLUMBING SHEETS FOR FIXTURE INFORMATION IE] FLOOR PER FINISH SCHEDULE OVER SEALED CONCRETE SLAB, TYP FOR LOWER LEVEL MANUEL ONCINA ARCHITECTS IN ARCHITECTURE.....__,_ PLANNING INTERIORS 5711 La Jolla Blvd. '• La Jolla, CA 92037 858/459-1221 TL 858/459-1214 FX inquiries@oncinaarc.com A6.3 SECTION M SECTION L "AS BUILT" ,£d/d¼Ati C: Q,_., 9--AS-/o RCE "'2817(,. EXP. 3-3/•/Z. DATE REVIE\JED BY, SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" INSPECTOR DATE t .4S8UILT fsHrri'l CITY OF CARLSBAD SHEETS 141,31 ENGINEERING DEPARTMENT 1-------+----+------+----+----+----+-----I ~ ~==='..::::==========-====: WALL SECTIONS CARLSBAD CITY LIBRARY LEARNING CENTER MMER DA TE INITIAL ENGINEER OF WORK DATE INITIAL DA TE INITIAL REVISION DESCRIPTION Qll,ER APPROVAL CITY APPROVAL OWN BY: SM/AW PROJECT NO. I DRA'MNG NO. CHKD BY:~"-4001 434-5 RVWD BY: MO ,> ITEM# A B C D E F G H J K L M N p RESTROOM ACCESSORY SCHEDULE DESCRIPTION (ACCESSORIES MANUFACTURED BY BOBRICK WASHROOM EQUIPMENT, INC. -U.O.N.) MODEL# RECESSED TOILET TISSUE & SEAT COVER DISPENSER B-3474 PARTITION MOUNTED TOILET TISSUE AND SEAT COVER DISPENSER (ONE SIDE FLUSH) B-3479 RECESSED TOILET TISSUE & SEAT COVER DISPENSER W/ SANITARY NAPKIN DISPOSAL B-3574 PARTITION MOUNTED TOILET TISSUE & SEAT COVER DISPENSER W/ SANITARY NAPKIN DISPOSAL (CENTERED) B-357 RECESSED TOILET TISSUE DISPENSER B-4388 RECESSED SEAT COVER DISPENSER B-3013 RECESSED SOAP DISPENSER WITH SOAP VESSEL B-306 LAVATORY-MOUNTED SOAP DISPENSER B-822 RECESSED PAPER TOWEL DISPENSER/ WASTE RECEPTACLE B-4369 RECESSED PAPER TOWEL DISPENSER B-4362 RECESSED WASTE RECEPTACLE B-43644 SEMI-RECESSED HORIZONTAL BABY CHANGING STATION (MANUFACTURED BY KOALA CORPORATION) KB110-SSRE TWO-WALL GRAB BAR SHELF W/ MOP & BROOM HOLDERS & HOOKS ACCESSORY SCHEDULE COMMENTS 1. AS MANUFACTURED BY 'BOBRICK WASHROOM EQUIPMENT, INC', OR EQUAL 2. AS MANUFACTURED BY 'KOALA CORP', OR EQUAL / , , - - - I I ' ' - -' ' . I I - -" I I --, , I , 1,--:- 1 { - EAST ------------- ' EAST LJ C + -t - ' + 1 -- : , I ' ' SOUTH B-68137 B-239x44 J WEST NORTH ROOM 102 -CUSTODIAL STORAGE . I . . . ' ' . . .. 1 • ' - i : -i ! ; : ! ; : I : : -'cl , I I I _ Ill : : I I I I I EAST G K K G r , I I I I SCALE: 1 /4" = 1 '-0" ,~.___. 2 SOUTH ---;-··--;---~ l l • ' I .• 1 + --, _ __,_ ---. : /1 : : SOUTH + COMMENTS 1 1 1 1 1 1 1 1 1 1 1 3 1 1 :r :7 I ' -[ i 9 I ' ' : l .. I ' J i r·. I ', ' I ' -' i l 3 I ! 1 ! C ' i ; 1'-6" 1 '-6" 1101 1 I -~ 11021 0 .... l I I 13'-11 1/2" 11'-3 1/2" - 1 '-6" FD "'--5 O" I 118 I M i 6'-51b.. 1'-6" ENLARGED RESTROOM PLAN SCALE: 1/4" = 1 '-0" ! ; ' ' ' ; i --------------r K ! ' I • t - -. I , t L j I - t . t • t--------1 13 ~-• / t ~g I TT'Tht ' , ·I J + -t -- j WEST NORTH K ROOM 103 -WOMEN'S RESTROOM t • / WEST SCALE: 1/4" = 1'-0" r-/ I I I I NORTH ROOM 104 -MEN'S RESTROOM SCALE: 1/4" = 1'-0" I 128 l G north DATE INITIAL ENGINEER OF WORK ' () ~ NOTES OJ HIGH-LOW ACCESSIBLE DRINKING FOUNTAIN [TI INSULATED P-TRAP, TYP [TI STAINLESS STEEL TOILET PARTITION, TYP 0 MOP SINK, SEE SHEET P6 IT] MIRROR, PER SPECIFICATION [I] SLOPE FLOOR TO DRAIN, TYP 0 BROOM AND MOP HOLDER I}] STEEL SHELVING IT) CERAMIC TILE, SEE FINISH SCHEDULE ~ FOLD-DOWN DIAPER-CHANGING TABLE ~ DOOR, PER DOOR SCHEDULE @] GREEN TINTED INSULATED GLAZING, SEE WINDOW SCHEDULE SHEET A9.0 ~ GYP BOARD, PAINT PER FINISH SCHEDULE, TYP [ill BUil T-IN COUNTER ~ CLEAR GLAZING, SEE WINDOW SCHEDULE SHEET A9.0 [ TO OPERABLE PART ~ ~ ~ ' :::a: ~ T.O. OPEN :::;; DECK ~ URINAL ACCESSORIES 1. CONTROLS FOR FLUSH VALVES MOUNTED ON WIDE SIDE OF TOILET 2. W.C., URINAL, AND FAUCET CONTROLS, AND OPERATING MECHANISM CONTROLS TO BE OPERATED WITH ONE HAND, NOT REQUIRING TIGHT GRASPING, PINCHING, OR TWISTING OF WRIST. MOUNT NO MORE THAN 3'-4" A.F.F. 3. NO SHARP OR ABRASIVE OBJECTS UNDER LAVATORY 4. ACTIVATION FORCE TO BE NO GREATER THAN 5 LBF. FOR VALVE CONTROLS, FAUCET, OR MECHANISM CONTROLS ACCESSIBILITY STANDARDS SCALE: 114"=1'-0" LAVATORY/ MIRROR HOT WATER AND DRAIN PIPES TO BE INSULATED OR COVERED 1811 24" . _ _,,__ TOILET/ GRAB BARS ARCHITECTS IN ARCHITECTURE ...... ~7 PLANNING INTERIORS 5711 La Jolla Blvd. La Jolla, CA 92037 858/459-1221 TL 858/459-1214 FX lnquirles@oncinoarc.com 11 AS BUIL T 11 ~~ ~1 ~~-l- RCE ?-9~ EXP. :3-~l'.•l".2 REVIEIJED BY• INSPECTOR 12" A?.0 ,9-&f-,t_o. DATE DATE If\ 119 8(1/t.T ~ CITY OF CARLSBAD SHEETS 1 ENGINEERING DEPARTMENT 1'-lj;tt" ENLARGED PLANS CARLSBAD CITY LIBRARY LEARNING CENTER APPROVED BY: WILLIAM E. PLUMMER ~~,.-~ 7': ~ .. ~..-:i ~ 2-~-o~ DEPUTY CITY ENGINEER PE#: 28176 EXP, 03-31-06 DATE DWN BY: BM/AW I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: PB REVISION DESCRIPTION 4001 011-IER APPROVAL CITY APPROVAL RVWD BY: MO 434-5 L i ' - I ' ' r i I r-----"---1 I I EAST I EAST r-DJ I EAST ! ;, ~ ·' "' I { I i I i tl EAST SOUTH i -. • . -1 : .• I I I I • : : ! !' . : : ' ' ' I 1 . ' _ _l .j -c==i . ' ' i : I : I □□-· I D . i I - : ..'. 1 : SOUTH I [a] -, C)1 <O C SOUTH /{ill • §, ~,- ' Iler ' ' I ' ' j ~ / I I '\--4-i_-1----~'='--' F SOUTH 0--' I~ WEST ROOM 114 -UNISEX RESTROOM SCALE: 114" = 1'-0" ~ ~ i1 • i ' II I I i ' v--- '·' -j ,[, I. ---- !, ! , I j WEST NORTH ROOM 115 -KITCHEN AREA SCALE: 114" = 1'-0" 'r ,---------------, I WEST ~ NORTH ROOM 203 -MEN'S RESTROOM SCALE: 1/4" = 1 '-0" ~I • I . · 1 • ' ' . I , I . I • • I 1· I ;I : -. ' ' ' : -; I , -; , + ' ' . ' . .. ' .. ' I 1 - : c=J: . ' . _/ .1 I -• i ' ' .. ' ,_,="-1.' .L' :....J.: :--'-'-'===CCJLC.LLLl-----'-'27 -+-~ 0J ·'·. :1-1: i : ! ; I :I I I - -0 1 -t • -1 I - -• -~ l · / ! -I WEST NORTH ROOM 204 -WOMEN'S RESTROOM ,,__ --[ill--• I ... -L -l l. -1 ·, I .. -, . ·t --t-+ : 11; j_ : , I I ' •-t+1•,-1~ ! I i I I: ~f'\I ITI-J ~"' 0- • SCALE: 114" = 1'-0" \Mr::C'.T J\lf'\OTI-I ROOM 231 -JANITOR'S CLOSET SCALE: 114" = 1'-0" O· ' 12011 ~ "'( ~- ~ OJ ~ J 1'-6" I 9 I "' ' ' ~-...-,, ~ 7 I [J}fil I I I 1 , nn L_ ___ ~ _____ :~ 12 8 ENLARGED RESTROOM/ KITCHEN PLAN ,,0 13'-7" -{'¥--" :;-231 "' 0 15'-8" SCALE: 1/4" = 1'-0" " 5'-0" /~ I I ' ' I I i ' ' ' 9 ' ' / 0 ·•, .. 7 --~---~ ~I I N' 0 ©1 ruO r ---0& -5 9 ~.--~□ ~-f.- 3'-6" j, 5'-0" K L ENLARGED RESTROOM PLAN \ ' '· . / - NOTES OJ HIGH-LOW ACCESSIBLE DRINKING FOUNTAIN · [}] INSULATED P-TRAP, TYP [TI STAINLESS STEEL TOILET PARTITION, TYP 0 MOP SINK, SEE SHEET P6 CTI MIRROR, PER SPECIFICATIONS [}J SLOPE FLOOR TO DRAIN, TYP [I] ROOF ACCESS LADDER, PER DETAIL 15/A11.0 [_I] CERAMIC TILE TO 4'-0" AFF, TYP [TI PLASTIC LAMINATE CABINETRY, TYP ~ DOOR, PER DOOR SCHEDULE GI] GREEN TINTED INSULATED GLAZING, SEE WINDOW SCHEDULE SHEET A9.0 ~ GYP BOARD, PAINTED, PER FINISH SCHEDULE ~ BROOM AND MOP HOLDER ~ STEEL SHELVING ~ 1 1/2" DIA STAINLESS STEEL GRAB BAR, ATTACHED PER DETAIL 19/A13.1 [_ill CLEAR GLAZING, SEE WINDOW SCHEDULE SHEET A9.0 ~ SEMI-RECESSED FIRE EXTINGUISHER SCALE: 114" = 1'-0" nor I h 'I\ .49 BUILT - -·-·-... -- - - ~ - - - --r DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTIIER APPROVAL CITY APPROVAL GENERAL NOTES 1. SEE RESTROOM ACCESSORY SCHEDULE SHEET A7.0 ~ 2 MANUEL ONCINA ARCHITECTS INC ARCHITECTURE -.,_. PLANNING INTERIORS 5711 la Jolla Blvd. La Jolla. CA 9203 7 858/459-1221 TL I 858/459-1214 FX A?.1 inquiries@oncinaarc.com /I As BLJIL T 11 ,d",,2,,.27,a;. C:~1 -~-z. 9-,s:r:~a RCE Z 9[71:. EXP. 3::"3 _,, LZ, DATE REV!EwED BY INSPECTLJR DATE CITY OF CARLSBAD] SHEETS 147 ENGINEERING DEPARTMENT ___ ,13-1' ENLARGED PLANS CARLSBAD CITY LIBRARY LEARNING CENTER APPROVED BY: WIL~LUMMER d ~L ~ 2-6-o{. DEPUTY CITY ENGINEER PE#: 28176 EXP: 03-31-06 DATE ~- OWN BY: BMIAW I PROJECT NO I DRAWING NO. CHKD BY CB 4001 RVWD BY i,o 434-5 060806 OPEN ~ I OPEN /-g\, ~v . ')' ,.., ' ~ "' ~ (10 (11\i \J ROOM 124 -LOWER ELEVATOR LOBBY OPEN , , 7" ., . , , ' w __ []_ ~ [1 Im ' ' ' ,._ TI J_---~-=--: ~ ';.x;: ---------------.. --' ! I " ' ' ' I ' I ! I §1 p:j I - ' I I I I I I ; I • ' I I ' I ~ F1 D ' f-- I 0 ,, ' ~ ' ' 11=:i co b I, I : I I I -' ' [6 -, ...;;.,;;;;;_ -I I ' I I. ii_ j ! p ...;;.;.:::_;_ ' ., ' I I _J_ I ------ i fr, ' ! ~ §J , g:::J D D l<I I h D D L .-• 31_911 . , ENLARGED CHASE PLAN H SCALE: 1" = 1'-0" SCALE: 1/4" = 1'-0" ,DD I ' • OPEN ROOM 230-UPPER ELEVATOR LOBBY ' I I I / I I I (24'\ !' \@JJTYP II -- ' ' ' I i 4'-2" , i ' , ' ' ' ' ,, ' ' SCALE: 1/4" = 1'-0" - 1 ,\-- ,' ,l-- '' ' - 1-, ' '' ' : ' ' ' ' ' h_ " ' ' ' ' ' 1" 5'-8" 1'-8" , , 3'-0" , , - 4'-0" 1 - I I I I I I, - '" W-===aia'""' =--tQii]}-:Ac-:11-;;-J.O TYP "" ' ,, ' ' ,'- ' ' ' ,- I I_ I , .. " ' ' --... - 9 N . ._-- 8-10" "l ' / ' 6" ~ ,.. 'f-3 \ 8" I, , • ' ~ ' C'} ~ ' " ' . I u _ ___.:..~:: '" 3'-8" " ENLARGED STAIR PLAN SCALE: 1/2" = 1'-0" hcs,l ARCA ' . .I:: 1' 4'-9" ,r I <= LJ POWER UNIT 1 i1 'i ! 124 i t-i!ICROPROCESSOR , II II VII II ~ ' ! 123 I 't -' I ~ W'AR "' \ AREA -(): J i~ CIRCUIT 5' _/ BREAKER Il 9 - -- 6'-7" a·-0· 5'-8" -_I_ r:G~\ rH\· \ _) '1 ' "-· "·-'_/ ENLARGED ELEVATOR/ D E) LOWER LOBBY PLAN --' ' ' - Ir:- II 11 i' ~ I, - 11 _ - ,. 6'-0" - SCALE: 1/4" = 1'-0" ' ' ' ~ ' j 1: r. ~J II ! 230 ! ' ; :: : II :c II_ NV -:,V\ I s:, I I < J J L ,_ b~ _/ _, - ,. 5'-8" ---rH\ \,r:1) ~ 5' ENLARGED ELEVATOR/ E UPPER LOBBY PLAN SCALE: 1/4" = 1 '-0" 7" 8" H ., ., ' ' -, ' :, ' ~ ,._ • UP 00 0 ' -' -~ ~ . ' " ~~ □ ~ ' V ~ ENLARGED STAIR PLAN F SCALE: 1/2" = 1'-0" north G DATE INITIAL ENGINEER OF WORK tt\ AS BUILT NOTES DJ HIGH-LOW DRINKING FOUNTAIN [I] INSULATED P-TRAP, TYP CD TOILET PARTITION, TYP 8] MOP SINK, SEE SHEET P6 [I)MIRROR [I] SLOPE FLOOR TO DRAIN, TYP [D ROOF ACCESS LADDER, PER DETAIL 15/A11.0 [I] CERAMIC TILE TO 4'-0" AFF, TYP 0 PLASTIC LAMINATE CABINETRY, TYP ~ DOOR, SEE DOOR SCHEDULE SHEET A9.0, TYP ~ GREEN TINTED INSULATED GLAZING, SEE WINDOW SCHEDULE SHEET A9.0 @] PAINTED GYP BOARD, TYP ~ ELEVATOR DOOR PER DETAIL 9/A11.0 ~ ELEVATOR CONTROL PANEL PER DETAIL 10,11/A11.0 ~ CLEAR GLAZING, SEE WINDOW SCHEDULE SHEET A9.0 ~ 1-HR FIRE RATED SHAFTWALL, PER DETAIL 5/A13.0 DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL MANUEL ONCINA ARCHITECTS INC ARCHITECTURE PLANNING -- INTERIORS 571 l La Jolla Blvd. La Jolla. CA 92037 858/459-1221 TL 858/459-1214 FX inquiries@oncinaarc.com 11 AS BUILT" A7.2 ,a7~.,; ~ ~ ... __,_ ,?-A~~£{)_ - RCE ?.8/7(-EXP. 3--3 £•L2 -DATE REVIE\./ED BY, INSPECTOR DATE ~ CITY OF CARLSBAD SHEETS IY7t31 3 ENGINEERING DEPARTMENT , 1 ENLARGED PLANS CARLSBAD CITY LIBRARY LEARNING CENTER APPROVED BY: WIL~_PLUMMER L,;7, --/, ·-2-"· 0'1, DEPUTY CITY ENGlr-lEER PE#: 28176 EXP: 03-31-06 DATE DWN BY: BM/AW I PROJECT NO, I DRAWING NO, CHKD BY: " 4001 RVWD BY: MO 434-5 060806 r 4 II ' ! f---• ! ' I. I I i ' ! 11 ' T . ·'T I 1-I ,. T OPEN • OPEN 5 T EAST SOUTH ,---- I \ / \ I \ I I --- I' 1 - " 1' • / .T IT. . \_ EAST SOUTH 7 A17.1 EAST EAST SOUTH A I --1--o / " ! k ' . ' ' . " T/ L _______ T \ 3112" '~ I ' ' ' ) ,T - 1'-6" ! '-<JV i I i' l ! 1 '-6· 1'-6" -~ OPEN 1'-6· 1' < > /~, .u.-< -..,,u,, 11'-31/2" 13'-111/2" • 1 A17.1 " " 2'-8" 11-- !=====--l_ ____ _ SOUTH '/ WEST 0-;r 111 ---0 WEST NORTH ROOM 101/125 -ENTRY SCALE: 1/4" = 1'-0" / .. - NORTH ROOM106-STAFFLOUNGE SCALE: 1/4" = 1'-0" / T WEST NORTH ROOMS 107-110 -HOM EWORK CENTER SCALE: 1/4" = 1'-0" 11\JIS BUILT NORTH NOTES OJ GYP BOARD WALL, PAINTED, TYP [I] GREEN TINTED INSULATED GLAZING, SEE WINDOW SCHEDULE SHEET A9.0 [I] CLEAR GLAZING, SEE WINDOW SCHEDULE SHEET A9.0 0 STOREFRONT SYSTEM, SEE WINDOW SCHEDULE SHEET A9.0 0 DOOR, SEE DOOR SCHEDULE SHEET A9.0, TYP ITJ 1-1/2" IPE TROPICAL HARDWOOD HANDRAIL [D PLASTIC LAMINATE CABINETRY, TYP [I] COUNTER WITH BACKSPLASH [TI LINEAR GRILLE, MECHANICAL SUPPLY AND RETURN AIR WHERE OCCURS ~ BUILT-IN DESKS ~ PENDANT LIGHTING, SEE ELECTRICAL ~ 2ND STORY SKY BRIDGE ~ SHEER WALL SEE STRUCTURAL ~ STOREFRONT BRACE BEAM PER STRUCTURAL ~ STAFF LOCKERS, PER SPECIFICATIONS ~ 24" CORK TACKBOARD, PER SPECIFICATIONS ~ WHITE MARKER BOARD WITH CHALKRAIL, PER SPECIFICATIONS ~ SEMI-RECESSED FIRE EXTINGUISHER ~ 1/2" '3FORM' SOLID TRANSLUCENT POLYMER PANEL WITH 'COURIER' INSERT, FASTEN TO STEEL-ANGLE BALUSTERS ROOMS 111 -COORDINATOR'S OFFICE DATE INITIAL DATE INITIAL DATE INITIAL REVISION DESCRIPTION SCALE: 1/4" = 1'-0" ENGINEER OF WORK OTHER APPROVAL Cl TY APPROVAL MANUEL ONCINA ARCHITECTS INC. ARCHITECTURE PLANNING INTERIORS 5711 La Jolla Blvd. La Jolla, CA 92037 858/459-1221 TL 858/459-1214 FX i11quiries@oncinaarc.com ' A8.0 11 AS BUILT" ~doflb t':.~»>n--• !l-.<S-/11 RCE '2. Slf_7(, EXP. 3-~l• lZ DATE REVIE\v'ED BY, INSPECTOR DATE ~ CITY OF CARLSBAD SHEETS '"'.1--3t 4 ENGINEERING DEPARTMENT INTERIOR ELEVATIONS CARLSBAD CITY LIBRARY LEARNING CENTER APPROVED BY: WILLIA~~-~ ~<-~ 2-4-0<, DEPUTY CITY ENGINEER PE#: 28176 EXP: 03-31-06 DATE DWN BY: BM/AW I PROJECT NO. I DRAWING NO. CHKD BY: PB 4001 RVWD BY:. MO 434-5 EAST E A6.1 □□□□ □□□□ □□□□□ □ □ □ □ 1---~ ,~~-----~--------<l I I I I i I 'I I l 3'-0" TYP l "1 JI OPEN --- r i'[ I 'I I Ji ! ' I I I 'I I 1' I !, !i I '_ii ,,, I I r 11 i r I 'I I 'I I I I I I I 1( i~ :{ ' I • I I I \ I \ T r \, (7\ ~ SOUTH ' I ir I ' ' I I I I ~ ' \ I I \ Tl I □ □□ □ □□□□ □□□□ I --r ~I l I !] EAST WEST OPEN -- r j i 1-71 I I ]_ I --{ 'I :,1 ' I, i 1: \ I I \ I -\ _j \-I { {i >: ) ! I I I I Tl I I I ' T T ', T, T -\ 1 '• ...,,.---~ ~. -~ -- WEST ' i I OPEN □□□□□ ~ ----;--,:---Ii~-~, I, ' - - I ----I I ---I --I: ____ le~-~-:~"~~~~----~~----i I, 1 I 1' 1SOUTH NORTH ROOM 112 -CHILDREN/FAMILY AREA 11 : l I I I 1 11 i EAST I, I -C ' J, I, I I I I WEST ROOM 1 NORTH -jl 1. SCALE: 1/4" = 1'-0" I 1 I I I I SOUTH • / \ NORTH 13 -ADULT AREA SCALE: 114" = 1'-0" r'-LJ.'I , NOTES [!] GYP BOARD WALL, PAINTED, TYP IT] GREEN TINTED INSULATED GLAZING, SEE WINDOW SCHEDULE SHEET A9.0 [TI CLEAR GLAZING, SEE WINDOW SCHEDULE SHEET A9.0 0 STOREFRONT SYSTEM, SEE WINDOW SCHEDULE SHEET A9.0 [I] DOOR, SEE DOOR SCHEDULE SHEET A9.0, TYP [I] ALUMINUM PIPE HANDRAIL 0 PLASTIC LAMINATE CABINETRY, TYP, SEE FINISH SCHEDULE [I] COUNTER WITH BACKSPLASH 0 LINEAR GRILLE, MECHANICAL SUPPLY AND RETURN AIR WHERE OCCURS ~ BOOK STACKS GJ GYP BOARD SOFFIT Cg] BUil T-IN DESKS [ill WALL NICHES ~ 8" x 8" CLEARVIEW GLASS BLOCKS, NO PATTERN ~ FOLDING PARTITION DOOR, PER SCHEDULE AND SPECIFICATION ~ PRIVACY SCREEN ~ 24" CORK TACKBOARD, PER SPECIFICATIONS ROOM 119 -ADULT COMPUTER AREA DATE INITIAL DATE INITIAL DATE INITIAL REVISION DESCRIPTION SCALE: 114" = 1'-0" ENGINEER OF WORK OTHER APPROVAL Cl TY APPROVAL ~&~i~b MANUEL ONCINA • ARCHITECTS INCC: ARCHITECTURE PLANNING INTERIORS 5711 La Jolla Blvd. La Jolla, CA 92037 858/ 459-l 221 TL 858/459-1214 FX A8.1 inquiries@oncinaarc.com II AS BUILT" ~-c:~~ 9~,if-c_~ RCE '23L'?, EXP. 3~3L·Lz... DATE REVIE'.'ED BY, INSPECTOR DATE [::] CITY OF CARLSBAD SHEETS 14'.1-3-t' 5 ENGINEERING DEPARTMENT INTERIOR ELEVATIONS CARLSBAD CITY LIBRARY LEARNING CENTER APPROVED BY: WILLIAM ~MER 2 -t. -t_J (,. ~ /, __.,,.,"" DEPUTY CITY ENGINEE~; 28176 EXP: 03-31-06 DATE DWN BY: BM/AW I PROJECT NO. I DRAWING NO. CHKD BY: PB 4001 RVWD BY: MO 434-5 C / " ' "T IT/ D '/ lj '1 I I I I • I ' < (, (\ \ I \ T' r; T; l CURVED l '1 " / f?\i ~1,1 • EAST SOUTH {\ _I I l ' EAST \ I ;ill ,I i i 1 I ,', ,' ,, i I I i1 , ,i I II/ii/II/!/ I I I I I ' ,' ' I, 11 ll 1 il 1 i ,, 1, 11 ,I, \ \ f1. ,\ '1 \ I ,, '1 ', ', ',, I ' I, ',, ' I, '1, I ' I, ' I I \ I I I I CURVED 1\ ' ' } \ \ \ I I I ' I : '-------T i I · I _Ii ~ Jl J WEST EAST ' I\ \ ) '"' _, I I EASl CURVED l l SOUTH _ CURVED . ."------'"=-=--->, ·~ I ' SOUTH ;,, ' "' I= --·! ---~~-~ ' ' l -__ j WEST rill I I I < ,., ' \ I I 1' ' ' NORTH CURVED l • - \ I I . .,_l __ C~U~RV_E_D __ l SOUTH ROOM 116 -STORYTIME ROOM SCALE: 1/4" = 1'-0" WEST NORTH ROOM 117 -STORAGE SCALE: 1/4" = 1'-0" ' 7 ,-' 'I \ I I I ( \ I' ' i WEST l CURVED ' ROOM 118 -STORAGE SCALE: 1/4" = 1'-0" 11\ ,49 8l/lL7 NORTH NOTES DJ GYP BOARD WALL, PAINTED, TYP [I] GREEN TINTED INSULATED GLAZING, SEE WINDOW SCHEDULE SHEET A9.0 [I] BUil T-IN DESK [D STOREFRONT SYSTEM, SEE WINDOW SCHEDULE SHEET A9.0 [I] DOOR, SEE DOOR SCHEDULE SHEET A9.0, TYP [I] LOCKABLE Bl FOLDING DOOR SYSTEM, PER SCHEDULE AND SPECIFICATIONS CD STAGE AREA BACKDROP IT] CASE GOODS IT] 24" CORK TACKBOARD, PER SPECIFICATIONS ROOM 122 -STAFF WORKROOM DAT£ INITIAL DAT£ INITIAL DATE INITIAL REVISION DESCRIPTION SCALE: 1/4" = 1 '-0" ENGINEER OF WORK OTHER APPROVAL Cl TY APPROVAL ~ 6 5711 Lo Jolla Blvd. La Jolla, CA 92037 858/459-1221 TL 858/459-1214 FX inquiries@oncinaarc.com 11 AS BUIL T 11 -n&~ ~~"--• • RCE 'Z!ll2~ EXP,~-lL"/~ REV!Ew'ED BY1 INSPECTOR A8.2 9-A~•/t!J. DATE DATE CITY OF CARLSBAD SHEETS IY7J3-Y ENGINEERING DEPARTMENT INTERIOR ELEVATIONS CARLSBAD CITY LIBRARY LEARNING CENTER APPROV~D BY: WILLIA~MMER df)~ I"'✓ ~ c:: 2-6-06 DEPUTY CITY ENGINEER PE#: 28176 EXP: 03-31-06 DATE DWN BY: BMJAW I PROJECT NO. I DRAWING NO. CHKD BY: PB 4001 RVWD BY: MO 43~ ~6~~~6 1 / / ~ t \ Ji / ' / EAST SOUTH / ' ' I / \ ' ' \ Tl \1 ) ;/ iT ~ . ' / EAST SOUTH / / \ / f I 'I ' -•--l \" ~-,{ ~ IJ K \ .... - T IT / . T\ ' / ' EAST SOUTH r-ill . ' I" \ ' 11 ! ! • ! I I / \ . - ·T / \ / EAST • -j• ,( ' ' I / ' ' / I ;T . EAST SOUTH T / \ / / / SOUTH WEST ~\.------------+-, WEST NORTH ROOM 202 -COMPUTER TRAINING ROOM SCALE: 1/4" = 1'-0" a H------..~-L ·T WEST NORTH ROOM 205 -LARGE GROUP ROOM SCALE: 1/4" = 1'-0" NOTES [D GYP BOARD WALL, PAINTED, TYP [I] GREEN TINTED INSULATED GLAZING, SEE WINDOW SCHEDULE SHEET A9.0 [I] CLEAR GLAZING, SEE WINDOW SCHEDULE SHEET A9.0 0 STOREFRONT SYSTEM, SEE WINDOW SCHEDULE SHEET A9.0 IT] DOOR, SEE DOOR SCHEDULE SHEET A9.0, TYP [I] HIGH-LOW DRINKING FOUNTAIN 0 CERAMIC TILE AT 4'-0" A.F.F [I] WHITE MARKER BOARD WITH CHALKRAIL, PER SPECIFICATIONS CD BUILT-IN COUNTER ~ RESTROOM IDENTIFICATION SIGN, PER DETAIL 3/A18.0 ~ SMARTBOARD, PER SPECIFICATIONS @J 24" CORK TACKBOARD, PER SPECIFICATIONS [D-_ ........ ' .,f J---ill WEST ' / I \ ' / / / NORTH ROOM206-LARGEGROUPROOM OPEN / WEST ROO NORTH SCALE: 1/4" = 1'-0" / ' / NORTH M 207 -HALLWAY SCALE: 1/4" = 1'-0" )'\ AS Fl/1/lT ROOM 208 -MEDIUM GROUP ROOM DATE INITIAL DATE INITIAL DATE INITIAL REVISION DESCRIPTION SCALE: 1/4" = 1'-0" ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL MANUEL ONCINA ARCHITECTS INC. ARCHITECTURE PLANNING '-=..-"' INTERIORS 5711 La Jolla Blvd. La Jolla, CA 92037 858/459-1221 TL 858/459-1214 FX inquiries@oncinaarc.com "AS BUILT" ' A8.3 ,4,/~~ <: ~4'1#Y'l... ,9~A5 ~t.r2. . - RCE ,Zd/ '71., EXP .• "/. •3_/•[2.. DATE REVIE\,/ED BY• INSPECTOR DATE ~ CITY OF CARLSBAD SHEETS 147 31 7 ENGINEERING DEPARTMENT ,1-: 1 INTERIOR ELEVATIONS CARLSBAD CITY LIBRARY LEARNING CENTER APPRO~ED BY: w;i:1~u::_ '-~~ ~ z-,;;.-& DEPUTY CITY ENGINEER PE#: 28176 EXP: 03-31-06 DATE OWN BY: BM/AW I PROJECT NO. I DRAWING_ NO. CHKD BY: PB 4001 RVWD BY: MO 434~5 "" . . ~ ;ill r-0 I I ' I I ' ' I ' / I,{ ' I' I ~ . ! T ' I I i I ! I I ~ / ' I, I T.~ ' I T = ! I ~ T, / / / \ T· ~ ' EAST rill I I I ~ I I 'l f-ill / / / I/ . I ,_ I / T ', ~ / ' EAST SOUTH rill ' OPEN OPEN EAST SOUTH OPEN ,s;=- / WEST NORTH ROOM 201/209/213 -ENTRY/ RECEPTION AREA/ COLLECTION SCALE: 1/4" = 1 '-0" ~ / SOUTH WEST NORTH ROOM 211 -GENERAL STORAGE SCALE: 1/4" = 1'-0" I \ I f'-C--- / WEST NORTH ROOM 212 -ST AFF WORKROOM SCALE: 1/4" = 1'-0" If\ £JS RI/IL I DATE INITIAL NOTES OJ GYP BOARD WALL, PAINTED, TYP [I] GREEN TINTED INSULATED GLAZING, SEE WINDOW SCHEDULE SHEET A9.0 IJJ CLEAR GLAZING, SEE WINDOW SCHEDULE SHEET A9.0 0 STOREFRONT SYSTEM, SEE WINDOW SCHEDULE SHEET A9.0 [I] DOOR, SEE DOOR SCHEDULE SHEET A9.0, TYP IT] GYP BOARD SOFFIT [TI BUil T-IN RECEPTION DESK [I] BUILT-IN COUNTER 0 24" CORK TACKBOARD, PER SPECIFICATIONS DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTI,ER APPROVAL CITY APPROVAL MANUEL ONCINA ARCHITECTS INC. ARCHITECTURE PLANNING INTERIORS 5711 La Jolla Blvd. La Jolla, CA 92037 858/459-1221 TL 858/459-1214FX inquiries@oncinaarc.com "AS BUILT" .~-?-~ ·~ <;5---)4-z__ RCE -2 9L7t:. EXP. 3.:-3. (.-t:z- REVIE\./ED BY• INSPECTOR A8.4 ,9-.i.'i. -La DATE DATE [::J CITY OF CARLSBAD SHEETS 147 131~ 8 ENGINEERING DEPARTMENT INTERIOR ELEVATIONS CARLSBAD CITY LIBRARY LEARNING CENTER APPROVEO BY: WILLIA~UMMER 4✓Jr// -./ · 2 -t:,.-,Jt:. l'.iEPUTY CITY ENGINEtR PE#: 28176 EXP: 03-31-06 DATE OWN BY: BM/AW I PROJECT NO. I DRAWING NO. CHKD BY: PB 4001 RVWD BY: MO 434-5 EAST OPEN F F -F - T T T T T T rEJ rEJ I I I / / ' .. • • OPEN F -F -F - T T T T T T SOUTH :,.. T T I I ,I ,, ' I I ,,,, F -~ EAST / T / / .. •ar "'T' IT/. WEST NORTH ROOM 215 -LARGE GROUP ROOM SCALE: 1/4" = 1'-0" • • T SOUTH WEST NORTH NOTES [!] GYP BOARD WALL, PAINTED, TYP [I] GREEN TINTED INSULATED GLAZING, SEE WINDOW SCHEDULE SHEET A9.0 [TI CLEAR GLAZING, SEE WINDOW SCHEDULE SHEET A9.0 0 STOREFRONT SYSTEM, SEE WINDOW SCHEDULE SHEET A9.0 [I] DOOR, SEE DOOR SCHEDULE SHEET A9.0, TYP IJJ BUILT-IN COUNTER [2J GYP BOARD SOFFIT IJJ LOW WALL PARTITION [!] LINEAR GRILLE, MECHANICAL SUPPLY AND RETURN AIR WHERE OCCURS ~ WHITE MARKER BOARD WITH CHALKRAIL, PER SPECIFICATIONS o:2J 24" CORK TACKBOARD, PER SPECIFICATIONS ~ LOCKERS, PER SPECIFICATIONS ROOMS 216-219, 222-226 -INDIVIDUAL TUTORING OFFICE (lc'1:_f ~~~~),. 2 / 0----"' ~ ' I / • !T / T EAST SOUTH WEST NORTH ROOM 220 -MEDIUM GROUP ROOM SCALE: 1/4" = 1'-0" ::::==-[iJ /~ ✓ 1-ill OPEN F -F -I 9 "' T T T T EAST SOUTH /7\ ~ rill . 1 ~t<T"""-------, ;( ' If\ LI.~ Ml /fl T / F -~ ' ' t i iT "' T T I ' • I I T "' ; 1~T __ , ' WEST NORTH ROOM 221 -HALLWAY SCALE: 1/4" = 1'-0" DATE INITlAL DATE INITIAL DATE INITIAL REVISION DESCRIPTION ENGINEER OF WORK DrnER APPROVAL CITY APPROVAL ARCHITECTS IN ARCHITECTU PLANNING "-=""°,,- INTERIORS 5711 lo Jolla Blvd. La Jolla, CA 92037 858/459-1221 TL 858/459-1214 FX inqu/ries@oncinaarc.com 11 AS BUILT" / / &?4. C ,r;;J::,Mln-- RCE Zfl.L '7 w ~ EXP.~ -;1.{.•L?.,.- REVIE\./ED BY1 INSPECTOR • • A8.5 9-AS"'-L,> DATE DATE ~ CITY OF CARLSBAD SHEETS 117:1:J.f 9 ENGINEERING DEPARTMENT INTERIOR ELEVATIONS CARLSBAD CITY LIBRARY LEARNING CENTER APPROVED BY: WILLIA~LUMMER ,/di~/,~~ :z-,-ol.. DEPUTY CITY ENGINEER PE#: 28176 EXP: 03-31-06 DATE DWN BY: BM/AW I PROJECT NO. I DRAWING NO. CHKD BY: PB 4001 RVWD BY: MO 434-5 I"'- I I i r--~ I ! EAST I I 5 / ' / / ' / ' 2 / ' / .,-;. / \ /. \ / ' / ' / EAST SOUTH ~ ,- / / ' '/ [I] / ' ~ / / / 9 " \ /. "' I ' / " - ' "T ' <- EAST SOUTH • OPEN • OPEN OPEN SOUTH WEST NORTH ROOM 227 -RESOURCE ALCOVE SCALE: 1 /4" = 1 '-0" I I WEST NORTH ROOM 228 -COORDINATOR'S OFFICE SCALE: 1/4" = 1'-0" WEST NORTH ROOM 229 -SMALL GROUP ROOM SCALE: 1/4" = 1'-0" If\ 411 fJUILT DATE INITIAL NOTES OJ GYP BOARD WALL, PAINTED, TYP [I] GREEN TINTED INSULATED GLAZING, SEE WINDOW SCHEDULE SHEET A9.0 IT] CLEAR GLAZING, SEE WINDOW SCHEDULE SHEET A9.0 0 STOREFRONT SYSTEM, SEE WINDOW SCHEDULE SHEET A9.0 [I] DOOR, SEE DOOR SCHEDULE SHEET A9.0, TYP [I] BOOK STACKS [I] BUil T-IN COUNTER [TI GYP BOARD SOFFIT DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL MANUEL ONCINA ARCHITECTS I ARCHITECTUR""-.,.:;;"' PLANNING INTERIORS 571 l La Jolla Blvd La Jolla, CA 92037 858/459-122 l TL 858/459-1214 FX inquiries@oncinaarc.com A8.6 "AS BUIL T 11 ,~M,~~ 9-lo•/b RCE ~l21'. EXP, ,3-3 l· l 2 DATE REVIE\4ED BY, INSPECTOR DATE ~ CITY OF CARLSBAD SHEETS 1s7i.,.,( 0 ENGINEERING DEPARTMENT INTERIOR ELEVATIONS CARLSBAD CITY LIBRARY LEARNING CENTER APPROVED BY: Wl~A~ ✓d///tan, , ~ ,<'. :2-~-oc. DEPUTY CITY ENGINEER PE#: 28176 EXP: 03-31-06 DATE OWN BY: BM/AW I PROJECT NO. I DRAWING NO, CHKD BY: PB 4001 RVWD BY: MO 434-5 060806 Q WINDOW SCHEDULE WINDOW TYPE 0 DIMENSIONS SILL FRAME DETAILS L/A14.x) NO WIDTH HEIGHT HEIGHT TYPE MAT'L FIN HEAD JAMB MULL SILL GLAZING COMMENTS , SEE SCHED , lEESCHE~, lEE SCHE~, 1A 10'-11" 20'-8" -7 ALUM ANOD 10 14 11, 13 12 GL6 / GL7 1 □ □ □ 8,9 GL7 , □ Il : ]I ]I 1B 4'-0" 4'-011 31-011 6 ALUM ANOD 6 -7 1 1,3 2,4 ' ' (/J T 1C 5'-0" 4'-011 3'-0" 2 ALUM ANOD 3 5 GL6 1 ! LU 1D 5'-011 4'-011 3'-0" 2 ALUM ANOD 1,3 3 5 2,4 GL6 1 "' (/J "' NO 001 002 003 004 1E 5'-011 2'-0" 5'-0" 3 ALUM ANOD 1 1 -2 GL6 1 TYPE '1' TYPE '2' TYPE '3' 005 1F 5'-0" 2'-0" 5'-0" 3 ALUM ANOD 1 1 -2 GL6 1 (FIXED/) (FIXED/) (FIXED) 006 1G 5'-0" 2'-0" 5'-0" 3 ALUM ANOD 1 1 -2 GL6 1 (CASEMENT) (CASEMENT) 1H 5'-0" 2'-0" 5'-0" 3 ALUM ANOD 1 1 -2 GL6 1 SEf sc1ED SEf sc1ED lEE SCHE~ 1J 5'-0" 2'-0" 5'-0" 3 ALUM ANOD 1 1 2 GL6 1 -□ □ □ 1K 3'-0" 4'-0" 3'-0" 4 ALUM ANOD 1,3 3 5 2,4 GL6 1 []D]I D[]]I rnII 1L 3'-0" 4'-0" 3'-0" 5 ALUM ANOD 1,3 3 2,4 GL6 1 100 101 102 103 1M 5'-0" 4'-0" 3'-0" 2 ALUM ANOD 1,3 3 5 2,4 GL6 1 "' "' "' 104 1N 5'-0" 4'-0" 3'-0" 2 ALUM ANOD 1,3 3 5 2,4 GL6 1 TYPE '4' TYPE '5' TYPE '6 105 1P 6'-0" 1'-0" 7'-0" 3 ALUM ANOD 1 1 -2 GL6 1 (FIXED/) (FIXED/) (SLIDING) 106 1Q NOT USED -- - - - - - - - - (CASEMENT) (CASEMENT) 107 1R 1'-0" 9'-8" -3 ALUM ANOD 1 1 -2 GL7 1 108 1S 2'-8" 7'-0" -3 ALUM ANOD 20 18 -19 GL2 1 10ff 1T 4'-0" 7'-0" -3 ALUM ANOD 18 18,25 -19 GL2 1 D 1U 4'-0" 7'-0" -3 ALUM ANOD 18 18,25 -19 GL2 1 1V 4'-0" 7'-0" -3 ALUM ANOD 18 18,25 -19 GL2 1 110 111 112 1W 4'-0" 7'-0" -3 ALUM ANOD 18 18,25 -19 GL2 1 □ 1X 7'-0" 7'-0" -3 ALUM ANOD 18 18,25 -22 GL 1 1 □CTI SILL □ HEIGHT (A.F.F) T ~ ~ ~ 113 114 115 116 117 118 119 2A 1'-0" 8'-0" -3 ALUM ANOD 1 1 -2 GL7 1 120 2B 2'-0" 7'-0" 3 ALUM ANOD 1 1 2 GL6 1 TYPE 7' --121 2C 1'-6" 5'-0" 3'-011 3 ALUM ANOD 1 1,31 -2 GL6 1 (STOREFRONT) 122 2D 1'-611 5'-0" 3'-0" 3 ALUM ANOD 1 31 -2 GL6 1 123 2E 1'-6" 5'-0" 3'-0" 3 ALUM ANOD 1 1,31 2 GL6 1 • □ -D =□ 2F 2'-0" 7'-0" -3 ALUM ANOD 1 1 -2 GL7 1 2G 2'-0" 7'-0" -3 ALUM ANOD 1 1 -2 GL7 1 T. T T T 124 125 126 2H 2'-0" 7'-0" -3 ALUM ANOD 1 1 -2 GL7 1 2J 5'-011 4'-011 3'-0" 2 ALUM ANOD 1,3 3 5 2,4 GL6 1 200 2K 8'-0" 4'-011 3'-0" 1 ALUM ANOD 1,3 3 5 2,4 GL6 1 TYPE '8' 201 2L 8'-011 4'-0" 3'-0" 1 ALUM ANOD 1,3 3 5 2,4 GL6 1 (STOREFRONT) 202 2M 8'-0" 4'-011 3'-0" 1 ALUM ANOD 1,3 3 5 2,4 GL6 1 203 2N 2'-011 7'-0" -3 ALUM ANOD 1 1 -2 GL7 1 204 2P 2'-011 4'-0" 3'-0" 3 ALUM ANOD 1 1 -2 GL6 1 205 2Q 8'-011 4'-0" 3'-0" 1 ALUM ANOD 1,3 3 5 2,4 GL6 1 206 2R 8'-0" 4'-0" 3'-0" 1 ALUM ANOD 1,3 3 5 2,4 GL6 1 207 2S 2'-0" 7'-011 -3 ALUM ANOD 1 1 -2 GL7 1 208 2T NOT USED - - - - - -- - - -209 2U 8'-011 61-811 3'-0" 3 ALUM ANOD GL2 1 210 2V 25'-4" VARIES 3'-0" 8 ALUM ANOD 20 25 21,23,24 22 GL2 1 211 2W 2'-0" 7'-0" -3 ALUM ANOD 18 18 -19 GL2 1 212 2X NOT USED ------ - -- - 213 2Y 8'-0" 3'-6" 31_611 3 ALUM ANOD 18 18,25 -22 GL1 1 214 2Z 1'-6" 7'-0" -3 ALUM ANOD 18 18,25 -22 GL2 1 215 2M 1'-4" 8'-0" -3 ALUM ANOD 27 27 -29 GL2 1 216 288 1'-4" 8'-0" -3 ALUM ANOD 27 27 -29 GL2 1 217 2cc 1'-4" 8'-0" -3 ALUM ANOD 27 27 -29 GL2 1 218 2DD 1'-4" 81-0" -3 ALUM ANOD 27 27 -29 GL2 1 219 2EE 1'-4" 8'-0" -3 ALUM ANOD 27 27 -29 GL2 1 220 2FF 1'-4" 8'-0" -3 ALUM ANOD 27 27 -29 GL2 1 221 2GG 1'-4" 8'-0" -3 ALUM ANOD 27 27 -29 GL2 1 222 2HH 1'-4" 8'-0" -3 ALUM ANOD 27 27 -29 GL2 1 223 2JJ 11-4" 8'-0" -3 ALUM ANOD 27 27 -29 GL2 1 224 2KK 1'-4" a·-o" -3 ALUM ANOD 27 27 -29 GL2 1 225 226 227 228 SCHEDULE COMMENTS ABBREVIATIONS LEGEND 229 230 1. FIELD MEASURE ROUGH OPENING BEFORE ORDERING AL = ALUMINUM ANOD = MEDIUM BRONZE ANODIZED 2. DOOR TO BE EQUIPPED WITH PANIC HARDWARE 231 232 233 EXP = EXPOSED 3. DOOR TO BE EQUIPPED WITH LOCKING HANDLE GALV HOT DIP GALVANIZED = 234 4. DOOR TO BE EQUIPPED WITH DEADBOLT AND KEYLOCK GL = GLASS (SEE SPECIFICATIONS FOR TYPE) 5. DOOR TO BE EQUIPPED WITH "ALARM LOCK TRILOGY MORTISE LOCK -HM = HOLLOW METAL DL3500 SERIES" KEYPAD ENTRY SYSTEM KYNAR FLUOROPOL YMER ('KYNAR 500' OR EQUAL) = 6. FACTORY PRIME AND FIELD PAINT ALL SIX SIDES MTL = METAL 7. INSTALL RESTROOM IDENTIFICATION SIGN PER DETAIL 3/A18.0 NONE = NONE 8. SIGN ABOVE DOOR TO READ: 'THIS DOOR MUST PTD = PAINTED REMAIN UNLOCKED DURING BUSINESS HOURS' IN ss = STAINLESS STEEL #4 FINISH (U.O.N.) 1" HIGH LETTERS PER UBC 1003.3.1.8 T = TEMPERED 9. KEYED TO SDG&E REQUIREMENTS SOLID CORE WOOD WD = DOOR SCHEDULE DOOR FRAME SIZE TYPE MAT'L MAT'L FIN 3'-6"x6'-0"x1 3/4" H MTL MTL PTD 3'-6"x6'-0"x1 3/4 H MTL MTL PTD 3'-6"x6'-0"x1 3/4 H MTL MTL PTD 3'-6"x6'-0"x1 3/4 H MTL MTL PTD 4'-6"x6'-0"x1 3/4" H MTL MTL PTD 3'-6"x6'-0"x1 3/4" H MTL MTL PTD 1 7'·2'l'2 11x 6'·5"l B ALUM ALUM ANOD 3'-0"x7'-0"x1 3/4" C HM HM PTD 3'-0"x7'-0"x1 3/4" C WD WD PTD 3'-0"x7'-0"x1 3/4" C WD WD PTD 7'-0"x7'-0"x1 3/4" D HM HM PTD 3'-6"x7'-0"x1 3/4" C HM HM PTD 6'-0"x7'-0"x1 3/4" D HM HM PTD 3'-0"x7'-0"x1 3/411 C HM HM PTD 7'·2fld ,I/ 6!tf" if/\ B -. . ALUM ALUM ANOD ,J!5;' X 6 '-5''__,) -A ALUM ALUM ANOD 3'-0"x7'-0"x1 3/4" C HM HM PTD 3'-0"x7'-0"x1 3/4" C WD WD PTD 3'-0"x7'-0"x1 3/411 A ALUM ALUM ANOD 7'2'12 11 X 615" Y};, A ALUM ALUM ANOD 3'-0"x7'-0"x1 3/4" A ALUM ALUM ANOD 3'-0"x7'-0"x1 3/4" A ALUM ALUM ANOD 3'-0"x7'-0"x1 3/4" A ALUM ALUM ANOD 3'-0"x7'-0"x1 3/4" A ALUM ALUM ANOD NOT USED -- - - 3'-0"x7'-0"x1 3/4" C WD WD PTD 3'-0"x7'-0"x1 3/4" C WD WD PTD 24'-0"x7'-0"x1 3/4" J WD WD PTD 3'-0"x7'-0"x1 3/4" C WD WD PTD 3'-0"x7'-0"x1 3/4" C WD WD PTD 6'-0"x7'-0"x1 3/4" B ALUM ALUM ANOD 3'-0"x7'-0"x1 3/4" C HM HM PTD NOT USED -- - - NOT USED -- - - 3'-0"x7'-0"x1 3/4" A ALUM ALUM ANOD 3'-0"x7'-0"x1 3/4" C WD WD PTD 3'-0"x?1-011x1 3/411 C WD WD PTD 3'-0"x7'-0"x1 3/4" A ALUM ALUM ANOD 3'-0"x7'-0"x1 3/4" C WD WD PTD 3'-0"x7'-0"x1 3/4" A ALUM ALUM ANOD 3'-0"x7'-0"x1 3/4" C WD WD PTD 3'-0"x7'-0"x1 3/4" C HM HM PTD 31-0"x?1-011x1 3/411 A ALUM ALUM ANOD 3'-0"x7'-0"x1 3/4" A ALUM ALUM ANOD 6'-0"x7'-0"x1 3/4" B ALUM ALUM ANOD 61-011x?1-011x1 3/4" B ALUM ALUM ANOD 3'-0"x7'-0"x1 3/4" C WD WD PTD 31-01'x?1-011x1 3/411 C WD WD PTD 31-011x?1-011x1 3/4" C WD WD PTD 3'-0"x7'-0"x1 3/4" A ALUM ALUM ANOD 4'-0"x7'-0"x1 3/4" E WD WD PTD 3'-0"x7'-0"x1 3/4" C WD WD PTD 3'-0"x7'-0"x1 3/4" A ALUM ALUM ANOD 6'-0"x7'-0"x1 3/4" B ALUM ALUM ANOD 6'-0"x7'-0"x1 3/4" F ALUM ALUM ANOD 6'-0"x7'-0"x1 3/4" F ALUM ALUM ANOD 61-011x?1-011x1 3/4" F ALUM ALUM ANOD 6'-0"x7'-0"x1 3/4" F ALUM ALUM ANOD 3'-0"x7'-0"x1 3/4" A ALUM ALUM ANOD 3'-0"x7'-0"x1 3/4" A ALUM ALUM ANOD 6'-0"x7'-0"x1 3/4" F ALUM ALUM ANOD 6'-0"x7'-0"x1 3/4" F ALUM ALUM ANOD 61-011x?'-011x1 3/4" F ALUM ALUM ANOD 6'-0"x7'-0"x1 3/4" F ALUM ALUM ANOD 6'-0"x7'-0"x1 3/4" F ALUM ALUM ANOD 3'-0"x7'-0"x1 3/4" C WD WD PTD 3'-0"x7'-0"x1 3/4" C WD WD PTD 3'-0"x7'-0"x1 3/4" A ALUM ALUM ANOD DOOR TYPE SHEET GENERAL NOTES DETAILS (_/A15.x) RATING HRDWR HEAD JAMB SILL COMMENTS SEf SCHED 1SEE SCHED1 1. GLAZING IN THE FOLLOWING LOCATIONS SHOULD BE OF SAFETY GLAZING MATERIAL IN ACCORDANCE WITH SECTION 2406.4 (SEE EXCEPTIONS): - - - - - 31 NA 18,19 NA 1,2 31 NA 18, 19 NA 1,2 31 NA 18,19 NA 1,2 31 NA 18,19 NA 1,2 32 NA 18, 19 NA 1,2 31 NA 18, 19 NA 1,2 01 10 12 11 1,2,8 21 1 1 3 1,4,6 16 1 1 3 1,7 17 1 1 3 1,7 05 14 14 5 1,4,6,9 07 14 14 5 1,4,6,9 06 14 14 5 1,4,6 07 14 14 5 1,4,6 01 14 14 5 1,2 12 1 1 3 1,5 22 1 1 3 1,4,6 14 1 1 4 1,5 12 1 1 4 1 12 1 1 4 1 12 1 1 4 1 12 1 1 4 1 10 1 1 4 1,5 02 14 14 5 1,2 - -- - - 14 1 1 3 1,5 25 1 1 3 1,3,5,7 30 21 23,24 22 1 23 1 1 4 1,4 23 1 1 4 1,4 01 15 13 11 1,2,8 08 14 14 5 1,4,6 -- - -- - - - -- 15 21/A14.1 3 1 26 1 1 4 1 26 1 1 4 1 11 1 1 4 1,5 17 1 1 3 1,3,7 13 1 1 4 1,5 18 1 1 3 1,3,7 24 1 1 3 1,4,6 13 1 1 4 1,5 10 1 1 4 1,5 03 13 13 11 1,2 03 13 13 11 1,2 14 1 1 4 1,3,5 24 1 1 4 1 19 1 1 4 1,3 10 1 1 4 1,5 27 25 26 27 1 14 1 1 3 1,4,5 10 1 1 4 1,5 03 13 13 11 1,2 28 6 8,9 7 1 28 6 8,9 7 1 28 6 8,9 7 1 28 6 8,9 7 1 12 1 1 4 1 02 6 8,9 7 1,2 • I ' ' 4" TYP ~ d -- ci LU LU / I I 0 0 "' ' . "' IT T w ~i ~I;_: LU LU LU ~ (/J "' 0 ~ ----TYPE'A' TYPE 'B' (STOREFRONT) (STOREFRONT) s~F sc1ED 1SEESCHED1 ' ' ~---, ci / I'~ ci LU w / I / ' I 0 0 ' (/J ' / "' LU LU LU LU ', "' ' I "' ~--- TYPE 'C' TYPE 'D' (FLUSH) (FLUSH) SEf SC1ED ,SEESCHED1 ' I ~--- / ci 4"~P RR ci LU LU / I I ~ 0 (F) Vi ' "' LU ~f T T· i LU ' (/J ~ TYPE 'E' TYPE'F' (POCKET) (SLIDING) ,SEESCHED ' I- jEE scj I !1 ll I I I ----:---~ 111 11 I I 0 I I I I I I I LJJ I I I I I I I I :::t u 111 11++ t) "' I I I I I I (/) I, LU I I I I I I I LJJ ~ II I _:~ I I I I I I I LJJ l1!il : : (J) ---- TYPE 'G' TYPE 'H' (ACCORDIAN) (GATE) ,._ /, ¾, /, ' " ' T T T T T -::::: /'--... v-----...: v~ v ~ ~ TYPE 'J' (FOLDING) - - - - - - a) GLAZING IN INGRESS AND EGRESS DOORS b) GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SWINGING DOORS. c) FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN A 24" ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60" ABOVE THE WALKING SURFACE. d) GLAZING IN RAILINGS REGARDLESS OF HEIGHT ABOVE A WALKING SURFACE. MANUEL ONCIN ARCHITECTS IN ARCHITECTURE.._ _ _. PLANNING INTERIORS 5711 La Jolla Blvd La Jolla, CA 92037 858/459-1221 Tl • 28 6 8,9 7 28 6 8,9 7 1 1 858/ 459-121 4 FX inquiries@oncinaarc.com A9.0 28 6 8,9 28 6 8,9 28 6 8,9 7 1 7 1 7 1 1,5 // AS BUIL T1' n4.m r-:~ .. Nttt~ ~.($-/t) 14 1 1 4 RCE 28l7~ EXP. 3-3/• /7,-DATE 10 1 1 4 1,5 04 13 13 11 1,4 REVIE\./ED BY• INSPECTOR fsHm'l1 CITY OF CARLSBAD l-----+--+---------------+---1----t---f----l ~ ENGINEERING DEPARTMENT t----+--+----------------+---t----+---t----1 .45 B{J/LT SCHEDULES DATE SHEETS IY71-31 CARLSBAD CITY LIBRARY LEARNING CENTER APPROVED BY Wl~IA~r;_LUMM~R l----+---+-------------1---+---+---+---1 A"'-t-1#'/4~, G. ~ DEPU~ CID ENGINEER PE#: 28176 EXP: 03-31-06 DATE >----+--+----------------+---i----+---1----< OWN BY: BM/AW DATE INITIAL ,__DA_TE_~INI_TIA_L-+._DA_T_E~_INI_TIA_L_, CHKD BY:~"~- ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: Mo I DRAWING NO. 434-5 ~------~ PROJECT NO. 4001 1f2" : I ' i ' ' ' I , ' I , I ' I ' ' ' ' I I i I TILE PER FINISH PLAN THINSET GROUT CONTINUOUS ANODIZED ALUMINUM TRANSITION 1/8" RADIUS, TYP ~CONCRETE 1/2" EXPANSION JOINT 9 EXPANSION JOINT AT TILE SCALE: 3"=1'-0" HALF PLAN ----?'-"ZURN Z400 TYPE B" BRASS FLOOR DRAIN WITH SLOTTED HEEL PROOF GRATE ----:--~!;ltJl~~~---''"""'=---CONCRETE SLAB, SLOPE TO DRAIN I i I 1 ~---ltfli~~----cAsT IRON DRAIN BODY - I I I SUPPLIED BY THE SAME MANUFACTURER AS THE FLOOR DRAIN := == 1= 11= -,=111:-_:1 ----==itT: fl lrill::~--DRAIN PIPE PER CIVIL -: , I :-·- SECTION 6 ~ . ' ~ 6 ' f... 0 ' N 5'-0" 1'-5" k t, 1 1 6'-0" SIGN TEXT: DRAWINGS PAINTED TRAFFIC FLOW ARROW PER CITY OF CARLSBAD STANDARDS, MUNICIPAL CODE AND OFFSTREET PARKING DESIGN MANUAL UNAUTHORIZED VEHICLES PARKED IN DESIGNATED HANDICAPPED SPACES NOT DISPLAY/NG DISTINGUISHING PLACARDS OR LICENSE PLATES, ISSUED FOR DISABLED PERSONS, MAY BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT_OR BY TELEPHONING_. VEH CODE 22511.B(d) <FOR VAN ACCESSIBLE PARKING INCLUDE NOTE. MAINTAIN 84" HEIGHT> ~_:;:____-=_jJ----------REFLECTORIZED SIGN CONSTRUCTED OF MINIMUM 0.062" THICK ALUMINUM. BACKGROUND COLOR TO MATCH FEDERAL STANDARD 595a BLUE NO. 15090. TEXT LETTERS TO BE 1" HIGH I I I I' I I . I I I ( .I ,. I I ,, ' ~ .I I L 1'-0" DIA 1 (HELVETICA MEDIUM) REFLECTORIZED WHITE 2" DIA GALV STEEL PIPE ------CONCRETE FOOTING PAVING STRIP PER SDRSD G-7 CONTIGUOUS 1/2" EXPANSION JOINT 1 '-0" FILLER ~r1r-· ~-v~=t=t- • 1/2" RADIUS, TYP '' \ "" I . I • • I, (") ' . ~ REBAR 6" CONCRETE CURB PER : i I ' ' SDRSDG-1 I I 11 11 CONCRETE CURB AND PAVING STRIP SCALE: 1-112"=1'-0" I t------..____ CURB LINE 6" -----{-:-~===+==1=--1/2" RADIUS, TYP - ' ' 11" 2" WEAKENED PLANE JOINT ___,---5" CONCRETE CURB PER SDRSD G-1 TYP6''CONCRETECURB SCALE: 1-112"=1'-0" -~1/8" RADIUS, TYP ----EXPANSION JOINT FILLER ------,~=--,.,1"=-:::;::c,......,=---MATERIAL -~CONCRETE --. -. -. -. -. -. ~6x6x10x10WELDEDWIRE 1 , 1/2" I ! I i ' FABRIC I , • 1 1/2" AT PAVEMENT 3/8" AT SIDEWALK --1/8" RADIUS, TYP ' • N ------CONCRETE -·-·-·-·j·-·~~ , ~6x6x10x10WELDEDWIRE ---,1--1._...,_1~/8="---;+--"-~,--1--~, ~, !~FABRIC I , ~-.,.._ II : I I : I I ' I i ! ® ~~A~;,-~ED PLANE JOINT 6 ' C') 2 3 18" 1/2" RADIUS ALL CORNERS, TYP c----RECESSED, ACCESSIBLE _i:,,,,,.,-aa::--i SIGN PER CBC 129B.5, SEE DETAIL 3/A10.0 C.LP. CONCRETE, HEAVY SANDBLAST FINISH ~~~+-----+-~J-"VAN ACCESSIBLE" SIGN, AT I I L __ _j I I· I , ' I· , , I I· I r VAN ACCESSIBLE PARKING STALL PER CBC SECTION 1129B.5 PAVING AND LANDSCAPING PER PLAN #4 REBAR@ 12" O.C. HORZ 2 -#4 REBAR VERT. ACCESSIBLE PARKING SIGN SCALE: 314"=1'-0" SYMBOL IN WHITE WITH BLUE BACKGROUND TO MATCH NO. 15090 IN FEDERAL STANDARD 595a AS SPECIFIED IN SECTION 522(b)2 SEE SAN DIEGO REGIONAL STANDARD DRAWING M-29 l 4 WHENLOCATINGON PAVEMENT, PAINT 3'-0" X 1,__ __________ ___,, 3'-0" SYMBOL, WHEN MOUNTED, SIGN MUST BE 70 SQ. IN., U.O.N. INTERNATIONAL SYMBOL OF ACCESSIBILITY SCALE: 1"=1'-0" 8" ' ' • I rr-~ ' ' ' , I I , I i , I I I ' I I PRECAST CONCRETE WHEELSTOP ASPHALT PAVING, PER CIVIL DRAWINGS .. IJOWEt5 6/l.4ll lJE ReCE$SEO ;4/VO GROf.17'£0_,,,-.~.........,,,_,__,---tD --......_ ( fl~G: L V STEEL DOWELS Ill\ t1,5 RIJ/l T DATE INlllAL _J _J _J _J ~~ (1) (1) oz t:i ~ ~~ • • 00 ' ' i.n co ENGINEER OF WORK REVISION DESCRIPTION • '5) ~ 18'-0" TYP, DATE INITIAL OTHER APPROVAL a w a w DATE INITIAL CITY APPROVAL 4" WIDE PAINTED (BLUE) STRIPPING TYPICAL 5' CONC. WHEEL STOP, WI 2 - #4 REBAR STAKES, TYP. 70 SQ,IN. REFLECTORIZED SIGN CONSTRUCTED OF PORCELAIN ON STL THE INTERNAT'L SYMBOL OF ACCESS I BIL TY MOUNTED PER DETAIL,2/A10.0, TYP 12" HIGH (MIN.) PAINTED, WHITE REFLECTIVE LETTERS PER C.B.C 1129B.4.1 AND 1129B.4.2 ----4" WIDE STRIPING-PAINT TO MATCH COLOR NO. 15090 IN FED. STANDARD 595a, TYP 31-011 -□ MANUEL ONCINA ARCHITECTS IN ARCHITECTURE..___..,.. PLANNING INTERIORS 5711 La Jolla Blvd. La Jolla, CA 92037 858/459-1221 TL 858/459-1214FX inquiries@oncinoorc.com A10.0 "AS BUILT" ~/&n~~,.~-L 9-,~-/t:> RCE '28l7~ EXP, ~-3 L• l?.. DATE REVIE\,IED BY, INSPECTOR DATE [::] CITY OF CARLSBAD SHEETS 1~71',f 2 ENGINEERING DEPARTMENT SITE DETAILS CARLSBAD CITY LIBRARY LEARNING CENTER APPROVED BY: WILLIA~;t::~t:MER ~ £ ':L~ ... ~, :2-.:. -o, DEPUTY CITY ENGINEER PE#: 28176 EXP: 03-31-06 DATE DWN BY: BM/AW I PROJECT NO. I DRAWING NO. CHKD BY: PB 4001 RVWD BY: MO 434-5 •, • • • I / .. , ,/ I : I . ' : : ;): (2) # 3 CONT 1311/?S '·-l-::::· '-~·-.. °i., ·;;-;i•:· iri;. s· 'j:· rP~ ~2t;;i(.{ ec-fill •. . ·_ • : ~' LJ 11' ' ~#4 CO/VT 8/?R INT ,. '4 ------'11'41/tJK/ZtJNTJlL /JT 24"0.C: ~-: = co ~ I i i I I i I ' I I i·' 11 I I I ' I o, I o, I I o, / I o, I o, I o' _L--++----DOWNSPOUT, FROM ABOVE / I ,o I ,a I ,a I ,a I ,a OPTIONAL MOUNTING BRACKET ---'FLOGARD' DOWNSPOUT FILTER, MOUNT SO ACCESS DOOR IS FLUSH WITH EXTERIOR FINISH ACCESS DOOR 2x6 WOOD STUD, SPACED 16" O.C. J _ __j_1116~"dc~=~--~DOWNSPOUT, TO OUTLET ) ----DOWNSPOUT, FROM ABOVE OPTIONAL MOUNTING BRACKET ----'FLOGARD' DOWNSPOUT FILTER, MOUNT SO ACCESS DOOR IS FLUSH WITH EXTERIOR FINISH ------ACCESS DOOR •!---------2x6 WOOD STUD, SPACED 16"0.C. '----Y---t-He--------DOWNSPOUT, TO OUTLET 'FLOGARD' DOWNSPOUT FILTER SCALE, NOT TO SCALE 't DOWNSPOUT FROM ROOF DRAIN ABOVE ___..---1/2" EXTERIOR GRADE PLYWOOD JL-------7/8" STUCCO OVER EXPANDED METAL MESH OVER 'TYVEK EXT COMMERCIAL WRAP' JAY R. SMITH DOWNSPOUT NOZZLE 1770 OR EQUAL 2x SILL CONCRETE FOUNDATION, PER STRUCTURAL I _____ -~ CONCRETE SPLASH BLOCK L _____________ _ ' DOWNSPOUT EXIT AT WALL SCALE: 3"=1'-0" . ' 41 3/4" • ' .. "-.. @ ~~ TN~sBOARD SECURITY RACK 2" _..---6" CMU WITH CAP UNIT, WITH 6" -----;;:;;-,i'W.--c· 7/8" STUCCO ON EXTERIOR -i'--,i'-----~¥=---,r I ,, AREA DRAIN (SIM. TO ZURN ,<. I #Z-507 W/ 3" PIPE) . ' EXISTING WALL, REMOVE STUCCO AND WATERPROOF 1 I PER DETAIL 19/A10.1 , 2" x 2" GALV. FLASHING I I I I _ 1 1 LANDSCAPE MULCH i '_,_ 1 1 ii 1 ; I f:l:J:jj+, .,___::_-l-WATER PROOF MEMBRANE .. . ~ I, -. I W/ PRE-MOLDED ABS PROTECTION BOARD W/ __ _!jl_-4~~~~~n:~q "i~......1-':'_RAINAGE CHANNELS AND FILTER FABRIC 1 _1, 11 1 , I 6" CMU WITH CAP UNIT 3/8" GRAVEL W/ FILTER FABRIC • II , I . , 111 . II' ..,. __ l ___ il..,1 I ! -1 -,1 11 I PLANTER DRAIN (SIM. TO ZURN #Z-352 W/ SS. MESH SCREEN) PER DETAIL 20/A10.1 II I I I I I I I ' -I ' I 11 Ii I___:_:; -I I =--: ! I= PLANTER,TYP 18 SCALE: 1"=1'-0" ' I I I I EXISTING WALL, REMOVE STUCCO, APPLY WATERPROOFING AS RECOMMENDED BY MANUFACTURER FRY REGLET WITH SPRING-LOCK FLASHING GALV SHEET METAL FLASHING 6" CMU WALL W/ CAP LIQUID APPLIED ELASTOMERIC WATERPROOF MEMBRANE PRE-MOLDED ABS PROTECTION BOARD W/ DRAINAGE CHANNELS AND FILTER FABRIC . ) ' @ ~:_~N3~~o~ WATERPROOFING 06" 0 4 3/4" STAINLESS STEEL MESH SCREEN OVER DOME BRONZE MEMBRANE FLASHING CLAMP AND ..:::::::::===-7,R~~~~f;:n--=t=~=--D,OME STRAINER WATERPROOF MEMBRANEW/ PRE-MOLDED ABS PROTECTION BOARD W/ DRAINAGE CHANNELS -----'-➔---!=-!-'--':...:-_.,_ ___ .AND FILTER FABRIC 4" ' I I @ ~:_!N3:.~o~ DRAIN "DURA-COATED" CAST IRON BODY WITH BOTTOM OUTLET LENGTH PER PLAN a. 9 5/8" >-TYP a. I-~ ~ ~ 1o -~ ,._ ~ co ' N ' "' ;,. -~ 0 ~ = . "'· 4 3/4" TYP ·tt . I I I I I I 1-·.1. I I I-.J vvv- vv HYDRAULICALLY BEND PIPE WITH MANDRIL FROM ONE CONTINUOUS PIECE, NO WELDS PERMITTED 2.375" O.D. x 0.154 WALL 304 STAILESS STEEL SCHEDULE 40 PIPE #4 FINISH INGROUND ANCHOR BY RACK MANUFACTURER 3/4" x 3/4" 16 GA. TUBE STEEL METAL PICKETS, EQUALLY SPACED, AT 4-3/4" O.C. MAX, TYP 2" x 2" 14 GA. TUBE STEEL POST WITH PRESSED STEEL CAP, EXTEND 34" INTO FOOTING, TYP 1-1/2" x 1-1/2" 14 GA. TUBE STEEL METAL RAIL, TYP V 36" DEEP x 18" WIDE .,J,.,.~;,.~ "-~~~~:~::~1::-1-1-1=.;1t-i ...:<11~= ..::,ll=.,;~L1il=vj~E;;!f..1.IT.!.;co NCRETE FOOTING, TYP ,1·1__, 11 -T--_-n_J_11--'---1 _ 1,:· 1/_-,-~-·-1 11'' -~: -1 · 't. , I ·I 1 1 I I I I I I I 1·1. • I I I I ' --1, I ' I 11 I ~· I 11 II I ~ . I , , ~ : I I ·' I ,-1 I ' - : I I ' --,4",-J!! I ' I I I I I -I ' I I -,, PLAN N DATE INITIAL __....--;r-3/4" x 3/4" 16 GA. TUBE STEEL METAL PICKETS, EQUALLY SPACED, AT 4-3/4" O.C. MAX, TYP 2" x 2" 14 GA. TUBE STEEL POST, EXTEND 34" INTO FOOTING WITH PRESSED STEEL CAP, TYP U-----1 1/2" x 1 1/2" 14 GA. TUBE STEEL METAL RAIL, TYP SECTION GRADE II\ AS BU!l-7 DATE = 0 ' "' "' = 0 ' "' INITIAL ENGINEER OF WORK REVISION DESCRIPTION DTHER APPROVAL 6'~011 ..-----,-------=--c=-4 -FIBROUS MAT AT INTERIOR WALK OFF GRATE AT EXTERIOR 1------::::---"'----,,====t---DOOR THRESHOLD, SEE DATE 14 A10.1 INITIAL ClTY APPROVAL ~ 3 DOOR SCHEDULE PERIMETER SUPPORT ANGLE SLOPE TO DRAIN 1/2" PER 12"MIN DRAIN SEE DETAIL 16/A41 TILE PER FINISH PLAN TYPE 304 STAINLESS STEEL GRATING TO MATCH "McNICHOLS P-SERIES PIT GRATING" ALIGN TOP OF WIRES TO RUN PERPENDICULAR TO THE FLOW OF TRAFFIC DOOR THRESHOLD, SEE DOOR SCHEDULE SLOPE BASIN TO DRAIN AT 1/2" PER 12" MIN 1 1/2"x1 5/8"x1/4" STAINLESS STEEL ANGLE W/ 1/4" DIA NELSON STUDS AT 12" O.C. • MANUEL ONCINA .~--,-,,•-· ARCHITECTS IN ARCHITECTUR PLANNING ,,,_,,,,=,... INTERIORS 5 71 l La Jolla Blvd. Lo Jolla, CA 9'2037 858/459-1221 TL 858/459-1214FX inquiries@oncinaarc.com 11 AS BUIL T 11 .-4.?~ ~zk,.·, RCE Z8LZ?. EXP. 3•3l•[2. REVIE\./ED BY, INSPECTOR A10.1 ,'7-,<5 -L.tJ DATE DATE CITY OF CARLSBAD SHEETS l'-17i,3'( ENGINEERING DEPARTMENT SITE DETAILS CARLSBAD CITY LIBRARY LEARNING CENTER APPROV_ED B~: WILLIA~MMER AtZ?t'/4?-r f, · "'~ ~ a-6-t?c. DEPUTY CITY ENGINEER PE#, 28176 EXP: 03-31-06 DATE DWN BY: BM/11.W I PROJECT NO. I DRAWING NO. CHKD BY: PB 4001 RVWD BY: MO 434~5 a. /: b ' <j" LOBBY ,',-:.1 __ ::'. ___ _ II II II u STAINLESS STEEL ELEVATOR DOOR, PER SHAFT MANUFACTURER DOOR FRAME BEYOND, PER MANUFACTURER CONT SEALANT WITH BACKER ROD -~F=INISHED FLOOR 1'I ELEVATOR DOOR SILL ASSEMBLY PER MANUFACTURER SOLID NON-SHRINK GROUT PROVIDE GALVANIZED STEEL ANGLE AS REQUIRED CONCRETE ELEVATOR PIT PIT WALL PER STRUCTURAL @ ~:;V~~?R DOOR SILL j 1/2" C E R 2 1/2" ----METAL PIT LADDER 2 1/2" x 1/2" CONT. BAR RAILS AT 14" O.C. RADIUSED AT TOP GROUND FLOOR SLAB LEVEL • N ~ o,_,__---X- 1' 0 SOLID BAR RUNGS AT 12" O.C. FROM FLOOR LEVEL DOWN, WELD TO RAILS, TYP 2 1/2" x 1/2" BRACKET, WELD TO RAILS , BOLT TO CONCRETE WALL AND FLOOR WITH 1/2" x 3" LONG EXPANSION BOLT, TYP FLOOR OF ELEVATOR PIT ELEVATOR PIT LADDER SCALE: 1-1/2"=1'-0" 0 9/16" BRACKET DETAIL 1 '-6 1/2" 1' 1' ~![_ ] l 1'-5 7/8" I ,, ,f- PLAN ROOF PARAPET -,,,-1/8" MOLDED POLYURETHANE SAFETY CAPS 9 b N ~ti==== , ~-2 1/2" ALUMINUM CHANNEL .Iba=~ SI DERAIL 2 1/4" SERRATED ALUMINUM TREAD o NOTE: O(J)~ t--ALL BOLTS/FASTENERS ~ +--.__.u.. ___ .....,,,--_...u.... __ ...u.... __ NECESSARY TO ANCHOR .,: ELEVATIONS L 1'-8" l LADDER ARE BY OTHERS. 1 '1 ALUMINUM ROOF ACCESS LADDER SCALE: 1/2"=1'-0" ANNUNCIATOR LANTERN BY ELEVATOR MANUFACTURER W/ STAINLESS STEEL FRAME C -7 0 I I 0 I I L J WHERE OCCURS z ::a LJ • a STAINLESS STEEL ' 0:, ~ ELEVATOR DOOR AND JAMB ::a BY ELEVATOR • MANUFACTURER (!) ' "' ELEVATOR CALL BUTTONS BY MANUFACTURER WITH STAINLESS STEEL COVER l PER PLANS l ELEVATOR DOOR ELEVATION SCALE: 1/2"=1'-0'" 5/6" !JIN. 4Uf.lERAl HEIGH' J/ 4" MIN. i----BUTTON :JIA. PL.ACE STAR ALONCSIOE w.JN EXIT FLOOR 4UIA8[R -- :i :i ~ ~ -----1 ' . ' _I I\ 50 -,60 \ 30 · 40 *1 0 20-so ~o ,oo ~o ,._ '"' uO ®O (a) clEVAlOR ::mHR·JL PAN~L DETAIL f-r 3/6• MIN. SEPARArlO~ SOURCE: 2001 CALIFORNIA BUILDING CODE (2001 CBC) 1 Q ~:;V!!OR CONTROL PANEL DETAIL _fPNTROL PANEL SEE a •• • • • • • • • • • • r! ---~ 1-112· I.IIN. ( b) MAXIMUM INSTALLATION HE!GHTS ABOVE CAB FLOOR SOURCE: 2001 CALIFORNIA BUILDING CODE (2001 CBC) 11 ~!X ~~~TALLATION HEIGHTS LOBBY 1/2" SHAFT -1----~WALL PER PLAN 1/2" ~-EDGE OF CLEAR SHAFT OPENING ELEVATOR DOOR TRACK PER ELEVATOR MANUFACTURER ELEVATOR DOOR FRAME HEAD PER ELEVATOR MANUFACTURER. PROVIDE GROUT FILL ELEVATOR DOOR FRAME BEYOND, PER MANUFACTURER STAINLESS STEEL ELEVATOR DOOR PER MANUFACTURER b ' "' ' ' •Z ;,; ::a 1'-0" MIN 36" STUCCO WALL BEYOND 1-1/2" ANODIZED ALUMINUM HANDRAIL WITH MEDIUM BRONZE FINISH, TYP OF BOTH SIDES OF STAIR, SEE PLAN PRECAST CONG PAVER OVER ADJUSTABLE PEDESTAL SYSTEM OVER MODIFIED BITUMINUOUS BUILT UP ROOFING SYSTEM -,~~~;::-------PRECAST CONG. l TRANSITION UNIT ' PRECAST CONG TREAD WITH CLOSED RISER STEEL STRINGER, PER STRUCTURAL BEAM PER STRUCTURAL PRECAST CONCRETE STAIR SCALE: 1"=1'-0" ' ' ' ' ' 11" RUN TYP ' ' ' ' ' ' a. ~ /: ::a u.j STEEL STRINGER ;... (J) 0:: PRECAST CONG TREAD WITH CLOSED RISER ' 2" VISUAL WARNING STRIP, ' TYP ' ' ' STEEL SUPPORT ANGLE ' ' ? i....;.,.~.;..~.....;;;;..C;;;..;1~....;.112S..;;;._=...;..;0""' .. c;;..O.;;..;..;N;..;;C....;.R..;.;E;;;;.T~E.....;S;;..T....;.A..;.;l.;..R.;__ _____ _ I I I I I ! ' JI ' ' i I J '' 1 ' ' ' --I I ' ' ' ' i I I -• ,:-_.JJ I I 'I I I I . '1 I •II 'I TREAD DEPTH + 12", MIN " I I I LL_" ' i 36" STUCCO WALL BEYOND 1-1/2" ANODIZED ALUMINUM HANDRAIL WITH MEDIUM BRONZE FINISH, TYP OF BOTH SIDES OF STAIR, SEE PLAN b ' "' STAIR FOOTING, PER STRUCTURAL DETAIL 4/S4.2 ® ~~EE~~~.: CONCRETE STAIR -----1/4" LAMINATED GLAZING (2) 1x2x1/8" SHAPED STEEL ANGLE BALUSTER 2" VISUAL WARNING STRIP TUBE STEEL STRINGER, PER STRUCTURAL 3/4" IPE HARDWOOD TREAD FASTENED TO STEEL TREAD PLATE FROM BELOW STEEL TREAD PAN WITH CLOSED RISER, THICKNESS PER STRUCTURAL 3 l-~.;..c~..;;;.LE.;..P_~;;..14'.;....1.....;,~;..; .. T...;..A.;;;.I ;..;R;..,.;;;;L;...A.;_N;.:::D;....;.I ;..;N...::G;...S;;;;.:.;.;I M;.;.L... _____ _ 1/4" LAMINATED GLAZING FASTENED TO STEEL ANGLE WITH 1/4" SOCKET HEAD BOLT AND SOFT NEOPRENE WASHERS ~-77,::__:_ _____ (2) 1x2x1/8" METAL ANGLE \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ BALUSTER, SEE DETAIL 2/A11.0 TUBE STEEL STRINGER, PER • STRUCTURAL ~ 3/4" IPE HARDWOOD TREAD FASTENED TO STEEL TREAD PLATE FROM BELOW STEEL TREAD PAN WITH CLOSED RISER, THICKNESS PER STRUCTURAL IPE HARDWOOD RAIL WRAPS BEYOND, PER PLAN, EXTEND AT LEAST 12" PLUS TREAD DEPTH TO COMPLY WITH 2001 CBC 2" VISUAL WARNING STRIP ON BOTTOM TREAD AT CONCRETE FLOOR, CONTINUOUS WELD STEEL ANGLES TO 4" X 4" X 3/8" STEEL PLATE WITH (4) PRE-DRILLED HOLES, GRIND SMOOTH AND FINISH TO MATCH, FASTEN PLATE TO CONCRETE FLOOR WITH 3/8' 0 ANCHORS WITH MIN 1-1/2" -----EMBED N ~ __ r::~r------------1 1/2" 0 IPE TROPICAL / E= , HARDWOOD HANDRAIL I 00 • T I _....--1/4" TEMPERED GLASS, 1 °_ol------'"' .-I~ ATTACHEDTOSTEEL \ _LJ-CHANNELS WITH STEEL 2 ~,-~ SOCKET HEAD BOLT AND SOFT NEOPRENE WASHERS A11.0 ~ • ;,; -=- Jl::::::=d--~------(2) 1x2x1/4" SHAPED STEEL -'o.---'-ANGLE BALUSTER, "' 1.. CONTINUOUS WELD TO ,·, ,.,•,,u STRINGER, GRIND SMOOTH, SEE SPECS FOR FINISH OF STEEL, TYP II __________ TUBE STEEL STRINGER, PER II. STRUCTURAL ..--STEEL TREAD PAN WITH CLOSED RISER, THICKNESS PER STRUCTURAL STAIR STRINGER AND HANDRAIL SCALE: 1-1/2"=1'-0" 2" 2 3/16" 1/2" PLAN = -----2" x 1' STEEL PLATE 0 0 n ~ N 1 1/2" 0 IPE TROPICAL HARDWOOD HANDRAIL CONTINUOU5 2x PL4TE, !VOTCII FCR Pl/7£ /111/ERE OCClltfS: F48TEN T/i'OIJG/1 TtlP PIPc /i"/7/L 1~11 £Jftl/llE7Gf' &4Lll. ?/Pc We£.O m s,r,R..WG&, 4'-011 O.C, ;W.4X. q'°8" 5'/JltJOT/1 S;J;'IT4 ,5;/,f'/3/?RA rllr/SllcO STo'CCO tl/1!:,f Eff,4;Y.v't'.O A/EllJL ;1{{"5/1 ()1/cli' .if.//t0/1-/6 f'.¢f'cli' . "!HE/".4t sr11a Weta . flJSTl?ll(6EA' 571 l Lo Jolla Blvd . 11--H-~ rL4S/IIIIO La Jolla, CA 92037 858/459-1221 TL 858/459-1214 FX inquiries@oncinaarc.com A11.0 "AS BUIL T 11 RCE &817(. EXP. 3-"3 /•/2 DATE ® cXTERIOR Sl;Q//< ST/?!NGcR, rrP REVIE\-/ED BY, ---INSPECTOR fsHEE114 CITY OF CARLSBAD l-----l---l----------------1-----11----1-----1-----1 ~ ENGINEERING DEPARTMENT l---+--1----------------+----ll---+---+----I 4S 13UILT DATE SHEETS 147m- CIRCULATION DETAILS CARLSBAD CITY LIBRARY LEARNING CENTER APPROVED BY: WILLIAM E. PLUMMER 1--+--+------------+----+--+----+---1 .d'd//:1,m Z: ~4Wfa14-= a--,;;-""' DEPUTY CITY ENGINEER PE#: 28176 EXP: 03-31-06 DATE 1--~c-+-~~1----------------+----4--+---+---I OWN BY: BMJAW DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY:~'•- ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: "° PROJECT NO. 4001 I DRAWING NO. 434-5 a.. ~ • "' s, PLAN WE ST a.. 1 " ~ ;,- ... WEST ELEVATION o, ., o, o, o, EAST --~STUCCO WALL, SMOOTH 'SANTA BARBARA' FINISH / v-3 s "x3" GALV AND PAINTED TEEL ANGLES, FASTEN TO OR-TEN AND BUILDING C ~re u ci a ' -~ I 2 x 8 x 1/4" COR-TEN STEEL WEST SECTION 21-011 1'-0" 1'-011 411 4" PIPE WATERTIGHT UMBRELLA --,_...-.-~••· ,,: __ ,. _.,-_, ___ :/._'_._:>;·· ·• LEADFLANGE'416ALLOY' ,.-< _ .. ·._;-·· _.,-' . __ ---._--,_>,.:.-·.:.,_--, SET IN MASTIC BELOW a -' ~ a ' iN . . . . . . . : .. , _-. . . . . . .:/'~:<\;/.:::1:;_:. ::_: <.; SINGLE PLY RO~FING • : :_ ,'.' ; :;:•·:-.,, ~ ~-,--; • :c_ : ··; : / SYSTEM OVER COVER "<t_ . · :•, ___ .::]-1 -,,_ -·---:/ BOARD OVER T&G WOOD :.-. . <~-L ·. . :, > ' ,-DECKING • 0 -' ~ -~---'---c-c .. ,._~~-..:._.;_:_._j -=·· ··-·-~ .: · ·. · . ·· -• · · · · ,_ ---' ... · MODIFIED BITUMEN --,:_. --·a,,:'::---:--·:'·":<:<:._· FLASHING STRIP --: ;, •~ -:, : \<:'_ r ·-/ >: ---i: ""T""__,,___~ .-..: --·,·-· •• _ ' • --~/ __ .,._ •• & • • • < •· ••• -._ -~--· -,·--. ·,1 ·-. . : : , . l J ---- ROLL LEAD FLASHING '416 ALLOY' 1" DOWN INTO PIPE WATERTIGHT UMBRELLA LEAD FLANGE '416 ALLOY' SET IN MASTIC ,BELOW MODIFIED BITUMEN FLASHING STRIP SINGLE PLY ROOFING SYSTEM OVER 5/8" COVER BOARD OVER T&G WOOD DECKING CORTEN SUNSHADE AT ENTRY @ ~~~ ~~_?F PENETRATION SCALE: 3"=1'-0" "TYP 1'I ;,--~ II) a.. ~ • "' EAST PLA JWEST a.. u ~ 0 • • 0 "<t -' ~ 5 1/2" 4" EAST == WEST SECTION ----STUCCO WALL, SMOOTH 'SANTA BARBARA' FINISH 6" 1 1/2" x 1 1/2" GALV AND PAINTED TUBE STEEL, FASTEN TO BUILDING p, PLAN 2 x 8 x 1/4" COR-TEN STEEL, W LD TUBE STEEL 1 • I • I ' \ I , I I I I I I ,.-y I ,, I I - I I I 1 I . l~--J WEST ELEVATION -fir' ;'~ -::·- ROLL LEAD FLASHING 1" DOWN INTO PIPE WATERTIGHT UMBRELLA LEAD FLANGE, SET IN MASTIC ,BELOW MODIFIED BITUMEN FLASHING STRIP SINGLE PLY ROOFING SYSTEM OVER 5/8" COVER BOARD OVER T&G WOOD ECKING 13 ~~ER~"~'~ SUNSHADE AT WINDOW 0 l =~~ .1.c=-,:ffJ _ "7SI t?Z!Jb I .SIINSl/.4/JE.Al" E#ll?J:'--.... ......._, ,#!, "x 4 '8S t4tl setf EW --_ --u1 U' -_.;-.--n r;,, srucc()""OVE ~~4,:J Ill/{ Wl/"Of &aY ,-1-/E,4{'1?4//E ,.;__ METAL LATH AND 'TYVEK _;/lcli¢[ ,J-;/10l!J,,/ROVNO I ; STUCCOWRAP' ?t4S/"6f' O?EAING 11 1/2" EXTERIOR GRADE t/1'G,4LI/ $/'cct,P(,4Tt' COl'IT JL--------------------------¥ i ·, PLYWOOD /11£(£7 ro TS FM.Me 2'-0" -3" I 1 4x BLOCKING PER ll:==::a!!;t-11 1 1,------:;~ STRUCTURAL I~ I 0 7 I I WELDED RECTANGULAR BAR GRATE, 304 STAINLESS STEEL, 1/8"x1" BAR SIZE 2 x 8 x 1/4" CONTINUOUS 'CORTEN' TUBE STEEL @ ~A~ET~-~1'~UNSHADE __ NOTE: REFEI! TC/ OEIJ1/l IZ CO/?TEAI 5(1/{S/IOE 4T EIJTl?Y rtJR 17/E CtJIITR.4CTOR$ II-IFtJ,Rk/4TIIJN Rc6,4RO/A1G 17/E 2,1.ff;,. N" CM-TEii .fleet 1'£()01/CT C4t(Etl Ot/7" /"0/{l'YE StJIIS/140E, 11,/.&E #/4'c AT t€4tiT j $Ul'/'_l/cR$ CF Ctl/?TEfl STcez .WE//i' C17Hl71CT /,-VEL7A,W4770AI, I P.4R4<JON .f"T&"i!L; G,4,fJ'Jt!I/IJ/J'OJI 8&,13~8:J:J8, f-·t.if7 $, ,//J,fGtf/1.fEN $«El, £~z/6''Jf.946L:.:·o; .81.Ulf 5TElfL .fl()o/ .J.7?. ?10:J STAINLESS STEEL I , 1 ' FASTENERS f----1•T3x3 STAINLESS STEE 11 ANGLE I L_ I-~-'J"/-~9C.:Jtf'TEIV STEc'tFRllMI: ___ _ .'J'8''x4"$S L4G ~CA't:N.. 4iJAl!t W.4T&f'R.:JCF J1eM'.cWfAIE 6'.:JL/0 f1/000.84Cl(/#G .!i:Jt/0 fllt!(l,{}_,i/"£1!2:clirP'&OEli' I I I I I I .J/JN,5'/ldOE /1.T .YL/1.JINO W/#001{/ #C $C4tc 45'1 OZ5d • '1) I! Ii I ' I I ' I I ' ' ' I ,, ' ' ,1' i I I • ,-... i- i, I I I I I' ' " '' i ! ,' 'FRY' SPRINGLOCK REGLET AND COUNTER FLASHING -----3/4" CONT BACKING -----5/8" EXTERIOR RATED PLYWOOD 4" CANT STRIP SINGLE-PLY THERMOPLASTIC MEMBRANE CLASS 'A' ROOFING SYSTEM 5/8" COVER BOARD, MECHANICALLY FASTEN TO WOOD DECKING 2x LEDGER 'SPRINGLOCK' AT STUCCO WALL, TYP SCALE: 3"=1'-0" ______ _:_i: ..-ttr·v4x24x2 CONCRETE ERRACE PAVER /T!t"HOOF DRAIN WITH DEBRIS IL TER, PER PLUMBING /CIT"IADJUSTABLE PEDESTAL UPPORT SYSTEM CLASS A' BUil T-UP ROOFING ONSTRUCTION WITH ODIFIED BITUMINOUS CAP HEET /TIT"i-RAMING, PER STRUCTURAL " STUCCO OVER EXPANDED ET AL LA TH OVER 'TYVEK OMMERCIALWRAP' OVER L YWOOD SHEATHING l~-1.~W-TEOWNSPOUTTHROUGH I , OLUMN, EXIT AT GRADE I · ERDETAIL23/A10.1 TYP TERRACE EDGE/ DRAINAGE SCALE: 1-112"=1'-0" 45'/-/5 'FRY' SPRINGLOCK REGLET AND COUNTER FLASHING 3/4" CONT BACKING 1/2" EXTERIOR RATED PLYWOOD CANT STRIP 24"x24" PRECAST CONG -i'------:;;,4------:/----PAVER OVER ADU STABLE PEDESTAL SYSTEM BUil T-UP ROOF WITH MODIFIED BITUMINOUS CAP SHEET ROOF SYSTEM ' I • ------=----=-· = =---- 'SPRINGLOCK' AT STUCCO WALL SCALE: 3"=1"-0" ~~-,, ----i ~I : ( !----------"! ' I -----1" x 2" HOT-DIP GALV AND PAINTED TUBE STEEL GUARDRAIL 7/8" STUCCO OVER EXPANDED METAL LATH OVER'TYVEK COMMERCIAL WRAP' 'JIFFY SEAL' WATERPROOF MEMBRANE EXTERIOR GRADE PLYWOOD SHEATHING ® ~~EA~-~-~IL, TYP WOOD CURB, PER STRUCTURAL GALV METAL FLASHING CONTINUOUS OVERLAP SEALANT SINGLE-PLY THERMOPLASTIC 3" MIN MEMBRANE ROOFING ___ In SYSTEM 5/8" COVER BOARD '~;;;;;;;;;;;;.~===~=et==MEHCANICALL Y FASTENED a ' -~ b ' -~ SINGLE-PLY ROOF MEMBRANE SINGLE-PLY MEMBRANE STRIPPING PLIES = TO WOOD DECKING, PER -SPECIFICATIONS ,~BATT INSULATION 4'-6" 4'-0" 1'-011 11-011 1'-011 1'-011 r·· ------------------------------------------, I I I I I I I : I I I I I I I 0 0 .... , ' I -ROOF SUMP RECEIVE';;:-) -EXTEND PIPE 2"-,-R OVERFLOW I __ J AT DRAIN l 2'-6"X4'-6" 4Ib. LEAD FLASHING CLAMPING RING DRAIN STRAINER ROOF SUMP RECEIVER 4 ROOF AND OVERFLOW DRAINS I I / I 5 SCALE: 1"=1'-0" I ' z I I ::;;: F-- I' I ------'FRY' SPRINGLOCK REGLET _ AND COUNTER FLASHING -----3/4" CONT BACKING 1/2" EXTERIOR RATED PLYWOOD 4" CANT STRIP SINGLE-PLY THERMOPLASTIC MEMBRANE CLASS 'A' ROOFING SYSTEM I -•-~ I / 5/8" COVER BOARD, MECHANICALLY FASTEN TO WOOD DECKING PER SPECIFICATION ---·---. ., ROOF FRAMING PER ROOF ----------------------. ✓ FRAMING PLAN 'S PRINGLOCK' AT STUCCO WALL SCA LE: 3•=1·-0· 11\ 4S BtJILT DATE INITIAL DATE 1 INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL LOPE 1/4• MIN --- ' -~ -I ' I ' SHEET METAL COPING WITH 'KYNAR' FINISH 'JIFFY SEAL' WATERPROOF MEMBRANE 1/2" EXTERIOR GRADE PLYWOOD ltl---~1#-r------7/8" STUCCO OVER • EXPANDED METAL LATH OVER 'TYVEK COMMERCIALWRAP' 4" CANT STRIP SINGLE-PLY THERMOPLASTIC CLASS 'A' ROOFING CONSTRUCTION, TYP 5/8" COVER BOARD J-------FRAMING PER ROOF FRAMING PLAN MEMBRANE ROOF PARAPET, TYP SCALE: 3"=1'-0" ~ ---SHEET METAL COPING WITH 'KYNAR' FINISH ! ! 'JIFFY SEAL' WATERPROOF MEMBRANE IU------1/2" EXTERIOR GRADE PLYWOOD 4" CANT STRIP SINGLE-PLY MEMBRANE CLASS 'A' ROOFING CONSTRUCTION, TYP 5/8" COVER BOARD, MECHANICALLY FASTEN TO J;.....;_;_...;._.;~~=WOOD DECKING PER ~~~~===·SPECIFICATION i . FRAMING PER ROOF FRAMING PLAN MEMBRANE ROOF PARAPET, TYP SCALE: 3"=1'-0" DATE INITIAL CITY APPROVAL MANUEL ONCINA ARCHITECTS IN ARCHITECTUR PLANNING INTERIORS 5711 La Jolla Blvd. La Jolla, CA 92037 858/459-1221 TL 858/459-1214 FX inquiries@oncinaarc.com 11 AS BUIL T 1' /4,UZ1:.. ~ ~-vn 1 RCE 2fJL""7, EXP. a-al· l""2- REVIE\JED BY: INSPECTOR A12.0 ,9-L.f"-Lt) DATE DATE ~ CITY OF CARLSBAD SHEETS 1<7 5 ENGINEERING DEPARTMENT $1" ROOF/TERRACE DETAILS CARLSBAD CITY LIBRARY LEARNING CENTER APPROVED BY: WILLIAM E. PLUMMER ~t'..~ .• vt--'2. -(,,,-C)~ DEPUTY CITY ENGINEER PE#: 28176 EXP: 03-31-06 DATE DWN BY: BMJAW I PROJECT NO. I DRAWING NO. CHKD BY: ,. 4001 RVWD BY: MO 434-5 I 1 ___ -------.r~~F5/8" GYP BOARD -HEADER, PER STRUCTURAL 7/8" STUCCO OVER EXPANDED METAL LATH OVER 'TYVEK i' ': " ,..., J ) INT COMMERCIAL WRAP' ,----,r-'JIFFY SEAL' WATERPROOF EXT MEMBRANE GALV SHEETMETAL 'J' MOLD CONT SEALANT 3/8" WOOD BLOCKING WHITE GROUT 8" ARGUS PATTERN GLASS BLOCK @ ~:~~~1.~LOCK HEAD (JAMB SIM) I I ' INT 0r t l_ ~ ✓ EXT ; I 8" ARGUS PATTERN GLASS BLOCK WHITE GROUT 3/8" WOOD BLOCKING CONT SEALANT 'JIFFY SEAL' WATERPROOF MEMBRANE 7/8" STUCCO OVER EXPANDED METAL LATH OVER'TYVEK 1----------U!JJ_coMMERCIALWRAP' 5/8" GYP BOARD . I i I SLOPE TO DRAIN 6"MIN 1 : CLEAR - i z Ct'. -~ ~w • _j co 0 ,I.' ,, ,, "ZURN Z415 TYPE B" BRASS FLOOR DRAIN WITH SLOTTED HEEL PROOF GRATE CERAMIC TILE, SLOPE TO DRAIN MORTA~' MIN TO 2"MAX~ -------CAST IRON DRAIN BODY ' , SUPPLIED BY THE SAME MANUFACTURER AS THE FLOOR DRAIN DRAIN PIPE PER MECH. DRAWINGS SEAL PENETRATION WITH ACOUSTICAL SEALANT 2 LAYERS, 5/8" DENSARMOR PLUS OR TOUGHROCK FIREGUARD 2x4 SUBFRAMING BETWEEN WOOD TRUSSES (2) LAYERS 1/2" 'USG FIRECODE TYPE C' GYP BOARD RECESSED LIGHT IN RATED FLOOR-CEILING SCALE: 1-1/2"=1'-0" , i ) , i l ' ) i 'I , I \ ) J I ; I 1 , L , l I l ..----F-... 1 HR FIRE ASS EMBLY FLOOR JOIST, PER STRUCTURAL (2) LAYERS 1/2" 'USG - FIRECOOE TYPE C' GYP BOARD BLOCKING, PER STRUCTURAL rr--,tt======~ 5/8" GYP BOARD TYP PARTITION PERPENDICULAR TO JOIST 0 ~ ·' ~ . 3/4" 48/24 T & G SPAN-RATED _PLYWOOD SHEATHING ;;::=>1=·z::;;;;::;;::;;:z--;w,;;;;;;:;;:::::;;;:~:;:.,p:=:;z,-c"'-·:c--:c::::z• □□ ,, -, ' ) ) 1 ' ~-~~ 'ICC ES REPORTS ESR-1153 AND PFC-4354 ) ) ) 1 ) ; 20" 'TJS' OPEN WEB TRUSS, MAX 24" O.C. SPACING 'USG RC-1' RESILIENT CHANNEL AT 16" O.C. 3 1/2" GLASS FIBER INSULATION OR OTHER NON-COMBUSTIBLE INSULATION RATED R-30 OR LESS -·•z:::::(2) LAYERS 1/2" 'USG FIRECODE TYPE C' GYP BOARD 1HR FIRE-RATED FLOOR-CEILING ASSEMBLY* 9 SCALE: 3"=1'-0" ......__.., SCALE: 1-1/2"=1'-0" \ / , ' , " ! I ' 'f • , ' , ' , , ' ' " ,_ i I I I I , '- I I ,- , ''f , , ' , , ' • ~ 1 HR FIRE ASS EMBLY FLOOR JOIST, PER STRUCTURAL (2) LAYERS 1/2" 'USG FIRECODE TYPE C' GYP BOARD BLOCKING, PER STRUCTURAL 5/8" GYP BOARD TYP PARTITION PARALLEL TO JOIST SCALE: 3"=1 '-0" l '1 '1 I 1'-6" 7/8" STUCCO OVER EXPANDED METAL LATH OVER 'TYVEK COMMERCIAL WRAP' · _ I .,,,.--TUBE STEEL COLUMN, PER I,--"' STRUCTURAL l----1 I :i,, v 2x WOOD FRAMING '1--zlirl - • I ----3/4" 48/24 T & G SPAN-RATED '::'E~======'=::::Z:':::::;:::C:::::;:::;;::!EE::::::::::::::':"l!:: PLYWOOD SHEA THING I ) r 1 I ) ) ! I, ) ,- ----14" 'T JI' WOOD I-JOIST, MAX 24" O.C. SPACING / 3 1/2" GLASS FIBER INSULATION OR OTHER NON-COMBUSTIBLE ,. , , , , , , , , , , . INSULATION RATED R-30 OR ;:::c-,~---~-:E;-~~~2~~~E:::i~ELESS 'ICC ES REPORTS ESR-1153 AND PFC-4354 (2) LAYERS 1/2" 'USG FIRECODE TYPE C' GYP BOARD 'USG RC-1' RESILIENT CHANNEL AT 16" O.C. 7 1HR FIRE-RATED FLOOR-CEILING ASSEMBLY* SCALE: 1-1/2"=1'-0" FF +11'-8" ~ ... ,,,,, .. , ,, ,, "'"""'""'"' ,,, ,, ,,,,,,,,,,,,,,,, .L,, ,, , .. , ~;;~~~;ra~~i~L:ECK . . --: ._ BELOW . ---_---m _-.• --""----314"'HOMASOTE440 -~ SOUNDBARRIER' FLOORING ' APPLICATION INSTALLED PER MANUFACTURER'S RECOMMENDATIONS _,,,.,---1 HOUR FIRE ASSEMBLY, ✓ SEE DETAILS 6,7/A13.0 I _@'2~~&S&XZ_ 11 ~~~ ~~.~~ .. 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MAX, 4" FROM END MIN.TYP., 1:¾" EMBED (ICBO #ER-2388-S 1) ~-'FRY REGLET' ALUMINUM Z MOLDING BASE OARD PARTITION SCALE: 3"=1 '-0" • N '!<----------- ' / / / ' v--5/8" TYPE 'X' GYP BOARD, FINISH PER PLANS, TYP v--2x WOOD STUD FRAMING v--3x WOOD SILL, WHERE OCCURS ,,--'FRY REGLET' ALUM 'Z' MOLDING ...---2x SILL PLATE MIN BEAM SIZE W8x15 1-HR BEAM PROTECTION IGA FILE NO BM 11371 ® ~~~ ~~-~ BOARD PARTITION BASE SCALE: 1-1/2"=1'-0" ~ . _-;, ! ----- HEAD 3 1/8" I I ' -,_ 5/8" I p LAN 1" ONE LAYER 1" x 24" 'PABCORE GYPSUM LINER BOARD'PANELSINSERTED BETWEEN 2 1/2" FLOOR AND CEILING RUNNERS WITH T SECTION OF 2 1/2" STEEL C-H STUDS BETWEEN PANELS. ONE LAYER 5/8" 'FLAME CURB SUPER C' GYP BOARD APPLIED PARRALLEL TO STUDS WITH 1" TYPES DRYWALL SCREWS 12" O.C. =s'a'"'"""JJ~J::!------3/4" T&G PLYWOOD ~~----=---~ =!#=- BASE I GA FILE NO. WP 68001 " \ 1-HR SHAFTWALL CONSTRUCTION I I MANUEL ONCINA ARCHITECTS I ARCHITECT PLANNING INTERIORS --~ 5711 La Jolla Blvd. SCALE: 3"=1'-0" ' • / / \ ' / ly '/I / _ PL4CC J'',r5"P{//Tes Stl IJl,47 -l30lTS jl,JJ{L tJE CENTetf'c/J ?),,V __ VEl?T!CAl. STOOS· 4 tJOLTS47 lOP Ct)#J/ECT/ONS WILL I.Jc' t1Tu1C///NO Tt? ,flNb'O.W 4'E'.4,0E~ ,5'ec£!E7JJIL 4/.4Slf25 TYP/CAl_$/IE.41? W.4tL r/i'/J,#/NG -~~-,,____u____u_'-'----'L-Pt:R .JTl{OCTUR4L 2/SI. 5 5IJN$/lll0f'!1T $LIO/ll<i WINOOW //SI 0?5C t AS BUILT La Jolla, CA 92037 858/459-1221 TL 858/459-1214FX inquiries@oncinaarc.com II AS . BUILT" ~,;.r;~,,- RCE '2$Q{, EXP. 3,3J-/"2- REVIE\.IED BY• INSPECTOR A13.0 .9-/,$'•/o DATE DATE ~ CITY OF CARLSBAD SHEETS l----+----11----------------+-----I--+----+-~ ~ ENGINEERING DEPARTMENT l~?}3f ~==-'==========-'====~ WALL DETAILS CARLSBAD CITY LIBRARY LEARNING CENTER J/16" CO#T R!.LE,,T~-----1.t::~ J/IELf} T5 TO rs -REFER TO OET,1/!.14/.412.0 ANO 45/ 00/ rtJI? :2-::.-oc. WOOD FRllM!NrJ, S/./f.41/1/Nfi JNIJ 8LOC/r/JIG $/IAIJE STl?UCTURE DEPUTY CITY ENGINEER PE#c 28176 EXP: 03-31-06 DATE L-tJ..:.C',t/_L_/JM_C_E_tZ_~_M_.~_½_"E._5 __ _,!---+----+------------------+---+---+--+----1 OWN BY: BM,AW DATE INITIAL 1--DA_TE_~IN_ITI_A_L +-D_A_TE~_IN_ITI_AL--t CHKD BY: ~P~B _ REVISION DESCRIPTION O1HER APPROVAL CITY APPROVAL RVWD BY: MO ENGINEER OF WORK I DRAWING NO. 434-5 ~------~ PROJECT NO. 4001 000806 !CERTIFICATE OF COMPLIANCE ENV-1-CI I PROJECT MAMI 62534-CCLLC jOPAQUE SURFACES DATl 02/0112006 ~ uifac& --~ Insulation Act. Cond: I Joint Appendh1 , # Jy~ Alea_ U"Fac., Cav. ConL Aun. Tilt Status ,rv Reference , 1 ool 1lj~ Q_(ID'_j 2 In R 30 ii O O NCI\' .Oil-A.! 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Com~••-},i, i ! tJ Tl tt· !CERTIFICATE OF COMPLIANCE 'PROJECT JIUI.ME ! 62534-CCLLC !OPAQUE SURFACES # Surfac• r,,. 41 Domif.,"9 1!;;1_ 46 RoDf 47 V.""'all"" ,--u~a-• 49,W~--~o Re.of 51 \Va1i 1 52 Rod 53 We~ I S4 ·,t1all Insulation Act. Area U•FilCL_, Cav, ',;_orrt.. Az:rJI. T!lt ~-_Q.JlH-._.....R:J.jr Jt--0.0 » 90 J9.8 ~-074 R 19t R-0.0 90 90 ~ o_m-~ fM9; R-0,0 0 90 '24 0.074 R-19' R-0.0 90 90 160 ti:074 R·19" --ft-0.0 0 90 ·188 ()()52 2ill R·30.0 0 0 -z43 o.074 R-19 R-0.a o 90 516 ll.07-4 R 19 R-0.:l 90 9:> -::-4-4 D.074 R-19 R-0 . .'l' 270 !10 $6 0.052 2 iri , R-30.0 0 0 1!4 o.-J14 ~ 19, ~--0.l o_ so 13,& D.052 l..!!!.-~ __ .l.{·:.O.:>. p -j 0 1"'2 o.074 R·W, -~·!HI, _o l--~;') '24 0.074 R-19! R-0.0 Ull [ !,ti [FENESTRATION SURFACES 1 ' R Co-riii:]JtJlnt Appendix S!a.!l.!t➔!"1 R~fe_rer)q1 Nti.W .Q9·A5 Naw :l9-A!i "-Jcaw 0(1/15 *~ 09-A!S N,ew 0,1-M Nr,w :J5-A.-! NEW 09-A5 Nr;w 09-A5 New 0!)-A5 New 06-A.! .N!l'N .if.!-f-5 .N.cw _Q_~ .Nl't'!lf 091\!i No:;w -ll9~A5 ENV-1-CI DATE 02/01/2006 L,ocation I Comme11ts j $t;;,fl L°'Jn~• lo11e (face• , l,lcOQ!Wjjit,'1ni:lutee2)::,ne L 1 .!Ji.,ry!imtt mi,o L 1 Sbrytime lone l 1 Lib. Slilck Zomt L 1 Lib. Head,rg Lone L 1 Lib Readlrg Zone L1 Lib. B~~!!tr!l Zfl.~ ---; L 1 Lib. Rcadir,g Zo1111 L 1 Unl-Reslroom ZD11e L 1 U11l-l113~lroom 2uru, L 1 Kkdioi, "zof'lt; __ i.1 Klkher, iori~ ~1..~:111-111 J[l_l_:11 ·---------·' ____ ,. ' ~--,..-"'..-,,~"'•a_,,., ,,,.11 -.i ~ "'-~ 1,,-,,, • ....iioo,.... ,,._., ln<i.d•~ "'°"' ;,,,ti'·-• •lctwo, ... ..i.., ~rn,;:,,..,.,,i,i. • ~ec o.ru t.,:,a.c,rlllk.., ,,.;""1'"-' d•!oo.AI ~,.,."""' I om~ ...ia rJt Toti• 1tf ,..,,a ~-oh<tll be &O In h CO<flro:,.oc'< l"'-1"'" c'fioc OI, "'Ii ""t>l"""'"~,.i~ !ho. ~u1,,,_, ma,~:,r• u1 ""'""'" .._,.i,. ,co I I Act [ Cond. I Location/ I '# T>P• Area ' Uf•~' SHGC' r'-""·i Stal. f"la-•l~_Typo -----jtOJ1\]1\•nts I r I • ' I, l _;aelor T)'I'• • 1f-,ti ll<f•JIO "ol: c ln:r,i < i..,, .. o, l dlJ'u NI 1 1-.. ~ ,, . ,bl.; '''" '"' "'-''~ M.-'"" ~1~s,,d• ..... '"" l. ,.,.,,,. •• , :.1. 5,1,;.cr,.,._ 1(-~ Jclo.-i Ta,.,'"'" Clare It'd~ coc C.·uro!Glas1 i'IFRC I tlWl;,d'-~"" I EXTERIOR SHADING # Exterlo, Shade Type Window Overhang SHGC Hgt Wd. Lcll, t-lgt. LEKt.RE~.t. J .. - ) MINIMUM SKYLIGHT AREA FQR LARGE ENCLOSED SPACES left Fin 0.h;t. .Lf:.n • ..!:igt, Run Initiation Tim9· 0210110015:33·07 Run Code; 1138831787 Right Fln .Oi~t. Len. Hgt. b"~'llil'tc 4.0 liJ_lco,~,s,rS,;1; U$0r N,,,!1\bor, ,l7,lij Jo,Nc,_ i;~o12 --------.l''J!'6<;>!_!1! I , ! ' ! i ' ··~/~/ '' ' ; ' ' I ' I I I -' I i I I 'I ' ' ·, ' I ' '' ' - V I ' I I 'I I I ,,.._ I I I 'I I I I I ' I I I I ' 'I/ I ' :v ,, ' ' . I '' ' C ' I I I I " ' I, I ' ' I I ' ' I~ HEAD V PLAN INTERIOR FACE, TWO LAYERS 5/8" TYPE 'X' GYP BOARD WITH BASE LA YER PLACED VERTICALLY AND A TT ACHED WITH 6d BOX NAILS 8" O.C. FACE LAYER PLACED HORIZONTALLY AND A TT ACHED WITH 8d BOX NAILS O.C AT JOISTS AND 12" 0,C, ELSEWHERE. 2x6 Fl RE RETARDANT TREATED WOOD STUD EXTERIOR FACE: BASE LAYER OF 518" TYPE 'X' GYP BOARD PLACED VERTICALLY WITH 6d BOX NAILS 8" O.C. N0.12 GAGE GALV ROOFING NAILS WITH 318" 0 HEAD AND SPACED 6" O.C. ALONG EACH STUD. FACE LAYER IS CEMENT PLASTER. NOTE, WOOD STRUCTURAL PANELS MAY BE INSTALLED BETWEEN THE FIRE PROTECTION AND THE WOOD STUDS ON EITHER THE INTERIOR OR EXTERIOR SIDE OF THE WOOD-FRAME ASSEMBLY. 'FRY REGLET ALUMINUM Z MOLDING . . . . . . I 2x SILL PLATE, 3x WHERE OCCURS, ATTACH TO STRUCTURE W/ LOW VELOCITY RAMSET POWDER ACTUATED FASTENERS AT 24" O.C. MAX, 4" FROM END MIN.TYP., 1:j" EMBED (ICBO #ER-2388-S1) SCALE: 3"=1'-0" ' ', (_j ,, ,, i ,1 .. ,, ,, ,, ,' ,, ,, i I ,, ,, ); ); BASE SEE 2001 CBC, TABLE 7-8, ITEM 18-1,6 FOR FULL DESCRIPTION FILTER FABRIC AND DRAINAGE BOARD OVER SHEET APPLIED WATERPROOF, MEMBRANE, TERMINATE AT GRADE PER MANUFACTURER'S WRITTEN INSTRUCTIONS _1------CAST-IN-PLACE CONC CANT _......---CRUSHED AGGREGATE SURROUND , 23~ ~~T~-~~ROOFING AT ELEVATOR PIT ::_ _ __.=:::::::;;;i----======-WALL CONSTRUCTION PER " FLOOR PLAN. _......---2x WOOD BACKING PLATE, PER DETAIL 21/A13.1 @HANDRAIL 2 4 SCALE: 6"=1'-0" 2" MIN, CLEAR #14 STAINLESS STEEL WOOD SCREWS AS REQUIRED 1 1/2" 0 IPE TROPICAL HARDWOOD HANDRAIL (USE ANODIZED ALUMINUM WITH MEDIUM BRONZE FINISH AT EXTERIOR STAIR) STEEL FLANGED ESCUTCHEON TO MATCH, (USE ANODIZED ALUMINUM WITH MEDIUM BRONZE FINISH AT EXTERIOR STAIR) BAR MOUNTING AND FASTENERS SHALL WITHSTAND A LOADING OF 250 LBS/FT. IN BENDING, SHEAR AND TENSION. , ', ~ .. ' " I✓ ., ' F 11 WALL CONSTRUCTION OR TOILET PARTITION, PER FLOOR PLAN. 2x WOOD BACKING PLATE, PER DETAIL 20/A13.1 CERAMIC TILE II~ ~I #14 STAINLESS STEEL WOOD SCREWS AS REQUIRED. SET IN FULL BED OF MORTAR_ \ /;.,! 2" MIN. CLEAR \ ... 1-1/2" MAX. DIAMETER STAINLESS STEEL GRAB BAR ' BAR MOUNT WITHSTAND STAINLESS STEEL FLANGED ESCUTCHEON, PER MANUFACTURER. ING AND FASTENERS SHALL A LOADING OF 250 LBS/FT. IN BENDING, SHEAR AND TENSION. 1-112" 1-112" 2x WOOD STUDS 2x6 WOOD BLOCKING CENTERLINE OF GRAB BAR ATTACHMENT TO BE ON CENTERLINE OF BACKING VERTICALLY. ATTACH GRAB BAR TO BACKING PER DETAIL 21/A13.1 2x WOOD FRAMING EXTEND BACKING PLATE TO NEXT FULL HEIGHT STUD BEYOND BOTH ENDS OFSUPPORTED ITEM INDIVIDUAL SCREW, TYPICAL _......---2x6 WOOD FRAMING BACKING PLATE, FASTEN WITH (3) #10 WOOD SCREWS AT EACH STUD -=-PROVIDE DOUBLE END STUDS, BOTH SIDES OF SUPPORTED ITEM NOTE: LOCATE CENTER OF BACKING PLATE WITH CENTER OF EACH ATTACHMENT POINT OF EQUIPMENT PIECE. COORDINATE W/ CABINET MFR. ALL BACKING PLATE LE: 1-112"=1'-0" 1 1' /.JS /3/,JILT DATE INITIAL DATE ' ' i ·I I i ' I ' i ' ' ' ' ' ' ' .. - - I ' ! : ' I•; I ' lo-V I,, ,,,.,.,.- 1,,,,,- ""1· 7/8" STUCCO OVER EXPANDED METAL LATH OVER'TYVEK COMMERCIAL WRAP' EXTERIOR GRADE PLYWOOD SHEATHING VINYL CORNER BEAD @ ~~~~~~ CORNER BEAD CONTINUOUS SOLID BLOCKING VINYL 'M' TYPE STUCCO CONTROL JOINT WITH REMOVABLE TAPE, PAINT TO MATCH 7/8" STUCCO OVER EXPANDED METAL LATH OVER 'TYVEK HOMEWRAP' 18 ~~~~~~-CONTROL JOINT, TYP INITIAL DATE INITIAL c::J 7 MANUEL ONCINA ARCHITECTS INC ARCHITECTURE PLANNING '---- INTERIORS 5 71 l la Jolla Blvd. La Jolla, CA 92037 858/459-1221 TL 858/459-1214FX inquiries@oncinoorc.com 11 AS BUILT" A13.1 ~YAir~ Cw..w~ .9-/.s~io RCE :2.'ill7t:. EXP, ~~3 l· .n_ DATE REVIEl.'ED BY, INSPECTOR DATE CITY OF CARLSBAD SHEETS ENGINEERING DEPARTMENT l~~»f WALL DETAILS CARLSBAD CITY LIBRARY LEARNING CENTER APPROVED BY, WILLIAM E, PLUMMER ~ ,,-: ~iir,,-----. -:2-t.-a " DEPUTY CITY ENGINE~E#, 28176 EXP: 03-31-06 DATE DWN BY: BM/AW PROJECT NO. DRAWING NO. CHKD BY: " ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: MO I 4001 I 434-5 060806 7/8" STUCCO OVER EXPANDED METAL LATH OVER 'TYVEK COMMERCIALWRAP' GALV SHEETMETAL 'J' MOLD 'JIFFY SEAL' WATERPROOF ----"7' _ __.__,,.....a...-__ -=..c:....-~,EMBRANE ~ CONT SEALANT WITH BACKER ROD 1" WOOD BLOCKING EXT INT ALUMINUM STOREFRONT FRAME EXT 1n------------1NSULATED GLAZING, PER SPECIFICATION STOREFRONT JAMB SCALE: 6"=1'-0" ' 'JIFFY SEAL' WATERPROOF MEMBRANE ........ -__,__-2" x 2" x¼" GALV STL ANGLE SECURE TO FRAMING INT j;t-----GALVANIZED BIRD/ INSECT SCREEN ,?--1M-----DRAINABLE ALUMINUM LOUVER -----DRAINABLE ALUMINUM LOUVER il-----GALVANIZED BIRD/ INSECT SCREEN I : EXT , INT I I 2" x 2" x ¼" GALV STL ANGLE, SECURE TO FRAMING I : ! I 11------1' : : ' I I I 11,____ _____ ......, I @;c~~~:1~. JAMB EXT JL~----DRAINABLE ALUMINUM LOUVER 11.,_----GALVANIZED BIRD/ INSECT INT SCREEN 2" x 2" x¼" GALV STL ANGLE, SECURE TO FRAMING 'JIFFY SEAL' WATERPROOF MEMBRANE 7/8" STUCCO OVER EXPANDED METAL LATH OVER'TYVEK ¥-----COMMERCIAL WRAP' GALV SHEETMETAL 'J' MOLD 'JIFFY SEAL' WATERPROOF -----,;;r"'--__._-::-:::a--"':-----,--:7-"""----MEMBRANE EXT EXT 2 LAYERS 1/2" GYP BOARD CONT SEALANT WITH BACKER ROD 1" WOOD BLOCKING ~'======--=~L __ ALUMINUM STOREFRONT INT FRAME J'!-----------INSULATED GLAZING, PER INT ' : SPECIFICATION ALUMINUM STOREFRONT FRAME INSULATED GLAZING, PER SPECIFICATION 11 ~!~~.~~~ONT HORIZONTAL MULLION EXT INT INT I L - - - EXT INSULATED GLAZING, PER SPECIFICATION ALUMINUM STOREFRONT FRAME CONTINUOUS SEALANT AND BACKER ROD - 7 ----ALUMINUM STOREFRONT I - - - J FRAME INSULATED GLAZING, PER SPECIFICATION 13 ~!~~:~~ONT VERTICAL MULLION .ilJ-=============tT7/8" STUCCO OVER EXPANDED METAL LATH OVER 'TYVEK COMMERCIALWRAP' I I I I I I ,---,--'JIFFY SEAL' WATERPROOF 1---------~-9 MEMBRANE EXT □□ ' INT GALV SHEETMETAL 'J' MOLD 3/4" WOOD BLOCKING 5/8" GYP BOARD ALUM 'FRY REGLET' J MOLD CONT SEALANT WITH BACKER ROD ALUMINUM WINDOW FRAME !I : -~t-ttt=== INSECT SCREEN .i.. I.L----INSULATED GLAZING, PER ® ~~~Dl~~ .. WINDOW HEAD SPECIFICATION ' I' EXT 0 JJL_~nH,f---lNSECT SCREEN .I L---INSULATED GLAZING, PER INT SPECIFICATION ALUMINUM WINDOW FRAME CONT SEALANT WITH BACKER ROD 5/8" GYP BOARD 3/4" WOOD BLOCKING GALV SHEETMETAL 'J' MOLD ,~. __ I..,__ 'JIFFY SEAL' WATERPROOF MEMBRANE ~H============::t;_Jl!-118" STUCCO OVER EXPANDED METAL LATH SLIDING WINDOW SILL OVER 'TYVEK COMMERCIAL WRAP' ----------------------SCALE: 6"=1 '-0" .ilw---=============rr 7/8" STUCCO OVER i, EXPANDED METAL LATH OVER'TYVEK COMMERCIAL WRAP' ,___,.-'JIFFY SEAL' WATERPROOF !----------=-~ MEMBRANE EXT _;-r-GALV SHEETMETAL 'J' MOLD 3/4" WOOD BLOCKING 5/8" GYP BOARD ALUM 'FRY REGLET' J MOLD CONT SEALANT WITH BACKER ROD ALUMINUM WINDOW FRAME INSULATED GLAZING, PER SPECIFICATION INSECT SCREEN SLIDING WINDOW FIXED JAMB SCALE: 6"=1 '-0" EXT ,r--i=:---,~tti:::= INSECT SCREEN ~ INT INSULATED GLAZING, PER SPECIFICATION ALUMINUM WINDOW FRAME CONT SEALANT WITH BACKER ROD ALUM 'FRY REGLET' J MOLD 5/8" GYP BOARD 3/4" WOOD BLOCKING --1 'iJr_ =_=_ =_=_ =_=_ =_=_ =_=_ =_=_ =_=_ =_"_ "_-_ ~-]i~~tLGALV SHEETMETAL ·J· MOLD Iii 'JIFFY SEAL' WATERPROOF MEMBRANE I 7/8" STUCCO OVER I EXPANDED METAL LATH OVER'TYVEK I COMMERCIAL WRAP' SLIDING WINDOW LATCH JAMB 9 I-SC-A-LE-: -6"=-1-'-0-" _____________ ,;,,_ __ _ 'JU----------rT7/8" STUCCO OVER .J i-------------i EXPANDED METAL LATH OVER 'TYVEK I COMMERCIALWRAP' I tl,-}--~=========:tT'JIFFY SEAL' WATERPROOF I MEMBRANE 1j_4l~~""'i!~~t====:::;;~;lPf GALV SHEETMETAL 'J' MOLD EXT 3/4" WOOD BLOCKING 5/8" GYP BOARD CONT SEALANT WITH BACKER ROD INT ALUMINUM WINDOW FRAME 11r------1NSULATED GLAZING, PER SPECIFICATION -----INSULATED GLAZING, PER SPECIFICATION EXT INT 3/8" ALUMINUM WINDOW FRAME CONT SEALANT WITH BACKER ROD 3/8" 5/8" GYP BOARD 3/4" WOOD BLOCKING I I; 11 r:;-r-------~----t-J_GALV SHEETMETAL ·J· MOLD 'JIFFY SEAL' WATERPROOF MEMBRANE I I 'JIW-!-----------rT7/8" STUCCO OVER ..i '· EXPANDED METAL LATH 5 CASEMENT SILL INT EXT OVER 'TYVEK COMMERCIALWRAP' ALUMINUM FIXED WINDOW FRAME ~ CASEMENT LOCK, WHERE / OCCURS ALUMINUM CASEMENT WINDOW FRAME CASEMENT/ FIXED MULLION SCALE: 6"=1'-0" II\ D."i RI//LT .. DATE INITIAL DATE •l1J----------rr7/8" STUCCO OVER EXPANDED METAL LATH OVER 'TYVEK COMMERCIALWRAP' 1-----------,_....-t-'JIFFY SEAL' WATERPROOF MEMBRANE GALV SHEETMETAL 'J' MOLD ~-----l ~:.=,!~~nc:===:a;H-----+-3/4" WOOD BLOCKING 3/8" EXT 5/8" GYP BOARD ------CONT SEALANT WITH BACKER ROD INT ALUMINUM WINDOW FRAME 1r-----==:::::. __ INSULATED GLAZING, PER FIXED HEAD (JAMB SIM) SPECIFICATION SCALE: 6"=1'-0" 1,!11-------INSULATED GLAZING, PER 3/8" 3/8" SPECIFICATION EXT INT -----ALUMINUM WINDOW FRAME ~-=::::::::;-CONT SEALANT WITH ~Jl"i=:::;j'j.'"fi BACKER ROD -5/8" GYP BOARD 3/4" WOOD BLOCKING I I : 1-------____:,,,,,:::--,\ 1.n-N..._ I I ! I I I-"------=-....:::~,_____,__ 'JIFFY SEAL' WATERPROOF GALV SHEETMETAL 'J' MOLD I MEMBRANE .+-JH+-1----------+--l-7/8" STUCCO OVER I· EXPANDED METAL LATH INITIAL FIXED SILL OVER'TYVEK COMMERCIAL WRAP' DATE INITIAL MANUEL ONCINA ARCHITECTS I ARCHITECTU PLANNING .__,_ INTERIORS 571 l La Jolla Blvd. La Jolla. CA 9'2037 858/ 459-1221 TL 858/459-1214 FX inqulrfes@oncinoorc.com 11 AS BUIL T 11 -~e,tf~,,,. RCE za, 71, EXP, :'1 -'3 l• J~ REVIE\,/ED BY• INSPECTOR A14.0 9-,~,;-/o DATE DATE c::J CITY OF CARLSBAD SHEETS 1q7,1.a1 8 ENGINEERING DEPARTMENT WINDOW DETAILS CARLSBAD CITY LIBRARY LEARNING CENTER APPROVED BY: WILLIAM E. PLUMMER ~;£~--:2. 6,-,?I',. DEPUTY CITY ENGINEER PE#: 28176 EXP: 03-31-06 DATE OWN BY: BM1AW PROJECT NO. CHKD BY: eB ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL ClTY APPROVAL RVWD BY: MO I 4001 I DRAWING NO. 434-5 060806 I 11! ii 'I ' ·. r: ,;i ' - I - -- ' ' I. I ' INT CJ 11· II ji 'I , , , !I EXT jll 5/8" GYP BOARD, TYP @ ~~~E~=;";_INDOW JAMB GLAZING, PER SPECIFICATION ALUMINUM WINDOW FRAME 7/8" STUCCO OVER EXPANDED METAL LATH OVER'TYVEK COMMERCIAL WRAP' 'JIFFY SEAL' WATERPROOF MEMBRANE 1---------11 I ' '. I ...------HEADER, PER STRUCTURAL ----~5/8" GYP BOARD, TYP -------CONT SEALANT WITH BACKER ROD 3/8" WOOD BLOCKING ALUMINUM WINDOW FRAME nn--------GLAZING, PER SPECIFICATION INTERIOR WINDOW HEAD JAMB SIM SCALE: 6"=1'-0" I I GLAZING, PER SPECIFICATION ALUMINUM WINDOW FRAME 3/8" WOOD BLOCKING CONT SEALANT WITH BACKER ROD 5/8" GYP BOARD, TYP ~---t---------2x FRAMING @ ~~~E~~~-R WINDOW SILL . ·1·r,~1~1r1_--··,- . 11 I ' : 11 I,' I I GLAZING, PER SPECIFICATION ALUMINUM WINDOW FRAME 3/8" WOOD BLOCKING CONT SEALANT WITH BACKER ROD -3/4" 'HOMASOTE -----------~---''"<~,-----,SOUNDBARRIER 440' ~ 3/4" T&G PLYWOOD INTERIOR WINDOW SILL AT FLOOR SCALE: 6"=1'-0" @NOT USED 30 SCALE: NONE rr---ALUMINUM STOREFRONT FRAME INT. STOREFRONT HORIZONTAL MULLION SCALE: 6"=1'-0" :1:~~~:::--~GLAZING, PER r;===,;:;-;==;-;a,11 SPECIFICATION, TYP rr---ALUMINUM STOREFRONT FRAME PLAN 24 ~~~E~~~-~ STOREFRONT VERTICAL MULLION - "" II ~t;: J -.. - ' ! -, I ' I, "" ...c \,_ ' If li ' I I I I ' I I GLAZING, PER SPECIFICATION ALUMINUM STOREFRONT FRAME 25 ~~~E~~~.~ STOREFRONT JAMB __ __.F"\~::=~~~=!f'.t;:::::::::,l___ 2x FRAMING --------CONT SEALANT WITH BACKER ROD 3/8" WOOD BLOCKING ALUMINUM WINDOW FRAME m---------GLAZING, PER SPECIFICATION 26 ~~~E~~~.~ WINDOW HEAD JAMB SIM BLOCKING BETWEEN TRUSSES, PER STRUCTURAL 2 LAYERS 1/2" GYP BOARD CONT SEALANT WITH BACKER ROD 3/8" WOOD BLOCKING ALUMINUM STOREFRONT T-------FRAME GLAZING, PER SPECIFICATION 20 ~~~E~~~.~ STOREFRONT HEAD ~-' ,,~ -----GLAZING, PER SPECIFICATION ALUMINUM STOREFRONT FRAME DOOR, PER SCHEDULE INTERIOR STOREFRONT AT DOOR HEAD SCALE: 6"=1'-0" i,.: ', I I ' I _1 ______ __, I I ------GLAZING, PER SPECIFICATION ALUMINUM STOREFRONT FRAME CONT SEALANT WITH BACKER ROD 3/8" WOOD BLOCKING 5/8" GYP BOARD, TYP INTERIOR STOREFRONT SILL fl\ d,J 8tl/L T DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL I I ' I -_ "1. ' ------HEADER, PER STRUCTURAL ...1-----~5/8" GYP BOARD, TYP CONT SEALANT WITH BACKER ROD 3/8" WOOD BLOCKING --------ALUMINUM STOREFRONT T-------FRAME GLAZING, PER SPECIFICATION INTERIOR STOREFRONT HEAD AT WALL SCALE: 6"=1'-0" GLAZING, PER SPECIFICATION ALUMINUM STOREFRONT FRAME FLOOR FINISH, PER FINISH SCHEDULE 3/4" "HOMASOTE SOUNDBARRIER 440" 3/4" T&G PLYWOOD SHEATHING INTERIOR STOREFRONT SILL AT FLOOR SCALE: 6"=1'-0" DATE INITIAL CITY APPROVAL ARCHITECTS I ARCHITECT E PLANNING lo...-~ INTERIORS 5711 La Jolla Blvd. La Jolla, CA 92037 858/ 459-1221 TL 858/459-1214 FX inquiries@oncinaarc.com 11 AS BUILT" ✓../~ ... .; <:: ~--t.. ~ RCE EXP. REVJE\./ED BY• INSPECTOR A14.1 ' 9-.<5'-/6 DATE DATE c::J CITY OF CARLSBAD SHEETS l'-1¼-( 9 ENGINEERING DEPARTMENT WINDOW DETAILS CARLSBAD CITY LIBRARY LEARNING CENTER APPROVED BY: WILLIAM E. PLUMMER ~-/~~ 2-t:.-at,_ DEPUTY CITY ENGINEER PE#: 28176 EXP: 03-31-06 DATE DWN BY: SM,'AW I PROJECT NO. I DRAWING NO. CHKD BY: PB 4001 RVWD BY: MO 434-5 060806 I I I ' I ( I I l I ' I I - I I ·Ill CONT SEALANT 11 ' ' I I ' ' _, TIMELY T-28' ALUMINUM CASING WITH NO REVEAL AT FRAME ~ ' bi: ~ HOLLOW METAL FRAME DOOR, PER SCHEDULE I i---------------------..1 I I : i i -..... I \ \ I '-- _....---,--,GALV STEEL DRIP CONTINUOUS COMPRESSIBLE BEAD OF SEALANT ------HOLLOW METAL FRAME DOOR, PER SCHEDULE EXTERIOR DOOR HEAD JAMB SIM SCALE: 6"=1'-0" @NOT USED 16 SCALE: NONE @NOT USED 17 SCALE: NONE 10 I I ----I \ \ I '-- ---.. I \ \ I '-- ,. ! STOREFRONT WINDOW, ABOVE CONTINUOUS SEALANT DOOR, PER SCHEDULE EXT. STOREFRONT DOOR HEAD AT WINDOW SCALE: 6"=1'-0" L--------DOOR, PER SCHEDULE THRESHOLD, SET IN MASTIC AND FASTEN WITH SCREWS IN EXPANSION SHIELDS SCALE: 6"=1'-0" I STOREFRONT WINDOW JAMB DOOR, PER SCHEDULE EXT. STOREFRONT DOOR JAMB AT WINDOW SCALE: 6"=1'-0" ----DOOR, PER SCHEDULE .· :, -----------------------_,.--a,,.Jlc,1.,__ ____ ...L_ __ 13 ;:;· ~~~REFRONT DOOR JAMB 5/8" GYP BOARD, TYP CONT SEALANT WITH BACKER ROD ALUMINUM DOOR FRAME 1ri-------GLAZING, PER SPECIFICATION I -------GLAZING, PER ,I,. SPECIFICATION ALUMINUM DOOR FRAME 11 I: ,1 1:11111 • · 1! II SLIDING DOOR SILL SCALE: 6'=1 '-0' ll-----~~---r,-'FRY REGLET' ALUMINUM 'J' MOLD REGLET ® ~:~DI~~-DOOR JAMB 5/8" GYP BOARD, TYP -------CONT SEALANT WITH BACKER ROD FIXED PANEL RETAINING CLIPS, THREE PER PANEL ALUMINUM DOOR FRAME GLAZING, PER SPECIFICATION .!-------GLAZING, PER SPECIFICATION ALUMINUM DOOR FRAME J~'. LATCH li===v '. CONT SEALANT WITH , BACKER ROD 11 5/8" GYP BOARD, TYP t~~----~~~~~~~~~-=-~-:_-_-:_-:_~-Cll,FRY REGLET' ALUMINUM 'J' MOLD REGLET ® ~:~Dl~~-DOOR LATCH JAMB I I !I 11 ! 1. I :I I 111 Ii I I FINISH FLOOR PER SCHEDULE ® !~~E~~?a.R DOOR SILL W/ SEAL i Iii d I I I 11111111 I -1 I 11:11111 ii I -111 11111 !I I 1 1 'I' I'll I I ------DOOR, PER SCHEDULE DOOR BOTTOM FINISH FLOOR, PER SCHEDULE - I ' - I ' I u" ' I ~ 11 i i ' I ' I II .. n _,,,,,.----- ~ ------- 'TIMELY T-28' ALUMINUM CASING WITH NO REVEAL AT FRAME DOOR, PER SCHEDULE INTERIOR DOOR HEAD (JAMB SIM) SCALE: 6"=1'-0" DOOR, PER SCHEDULE GLASS STOP WINDOW, PER SCHEDULE 'TIMELY T-28' ALUMINUM CASING WITH NO REVEAL AT FRAME ® !~~E~~?a-~ DOOR/ LITE JAMB INT I I I i'i ' ' ' ' _, ATTACH DOOR STOP TO FLAT THRESHOLD, PROVIDED MY EXT MANUFACTURER DOOR, PER SCHEDULE THRESHOLD, SET IN MASTIC AND FASTEN WITH SCREWS IN EXPANSION SHIELDS EXPANSION JOINT FILLER EXTERIOR DOOR SILL AT CONCRETE 5 SCALE: 6"=1'-0" II\ £IS Hl/ltT DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL MANUEL ONCIN ARCHITECTS ARCHITECT~E__.~ PLANNING INTERIORS 5711 Lo Jolla Blvd. La Jolla, CA 92037 858/459-1221 TL 858/459-1214 FX inquiries@oncinaarc.com "AS BUILT" ,{(Y'~~ r: / ~~ RCE 2an1, EXP. ~-3 I• t2 ~ REVIEVED BY, INSPECTOR • A15.0 , tJ-,/> •LfL. DATE DATE c::J CITY OF CARLSBAD SHEETS 1~7_13f 0 ENGINEERING DEPARTMENT DOOR DETAILS CARLSBAD CITY LIBRARY LEARNING CENTER APPROVED BY~ WILLIA~MMER .,/(~ /, . d~ -2-t,-l,Jt. DEPUTY CITY ENGINEER PE#: 28176 EXP: 03-31-06 DATE DWN BY: BM/AW I PROJECT NO-I DRAWING NO, CHKD BY: pa 4001 RVWD BY: MO 434-5 060806 J-MOLD HARDWOOD STRIKE JAMB PER SPECS ----GYPBD GYPBD DOOR TRIM . .. I = ' . ' I 1 15/16" . 1 " 4 15/16" I ,re I 2 1/2" ' .\ ...--- , 5/8" TYPE 'X' GYP BD, FINISH PER PLANS, TYP WOOD DOOR FRAME LAMINATED GLAZING, PER SPECIFICATIONS 23 ~!L~B6 .. ~.~ HINGE PANEL CONNECTION N 57/16" WOOD DOOR FRAME 1.-.-~-rfi~~-LAMINATED GLAZING, PER SPECIFICATIONS 2x4 WOOD STUDS GYP BOARD WOOD TRIM l 2.. l 1 I 1 METAL TRACK -------DOOR, PER SCHEDULE @ ~~EC~-~~-DOOR HEAD ' N -~ ~ ' -· ~ I N ~ . . 1-J -~ ~ ~ w " " . GYPBD 2x4 WOOD STUDS GYPBD WOOD TRIM HARDWOOD JAMB PER SPECS EXT ..--------CAP TOP OF PICKETS W/ 1/4" THICK GLAVANIZED STEEL PLATE, WELD AND GRIND SMOOTH INT C> ' N ----1-1/4" X 2-3/4" GALVANIZED TUBE STEEL PICKETS AT 4" O.C. MAX, WELDED TO BOTTOM OF TUBE STEEL 24" x 1/4" THICK GALVANIZED STEEL PLATE WELDED TO PICKETS PANIC HARDWARE, SEE SCHEDULE SHEET A8 EXT j ~----__::1N:::T==---3/4"x3/4" 16GA I-TUBE STEEL METAL PICKETS, EQUALLY SPACED, AT 4-3/4" O.C. MAX, TYP ---------~1-1/2" x 1-1/2" 14 GA TUBE STEEL METAL RAIL, TYP .._ _______ 2" x 2" 14 GA TUBE STEEL ~□--~~ POST WITH PRESSED STEEL CAP, EXTEND 34" INTO FOOTING, TYP 4"x 3"x 5/16" GALV TUBE STEEL RECEIVER POST -------3/8" THICK CONTINUOUS GALVANIZED BAR STRIKE, WELD TO POST ----------1/4" GALVANIZED METAL PLATE 2-3/4" x 4" GALVANIZED TUBE STEEL @ ~~IN3~r-~ATE (STRIKE JAMB) • 0 ~ ' N 10" x 1/4" THICK GALVANIZED STEEL PLATE WELDED TO TUBE STEEL, TYPICAL BOTH SIDES GATE TO BE HOT DIP GALVANIZED AFTER FABRICATION SWINGING METAL GATE SECTION SCALE: 1"c1'-0" 5/8" TYPE 'X' GYP BOARD, FINISH PER PLANS, TYP -----,--,-,-,~..----.~--,'--- _ • i illlLII .JIIIIIIII 1o I ~ -"' ~ ~ ------WOOD DOOR FRAME LAMINATED GLAZING, PER SPECIFICATIONS Ll><::::-----LAMINATED GLAZING, PER __ SPECIFICATION I ·: ,.. -_-I , ' ; ' ; ' I \ 1 3/4" 2 1/2" WOOD DOOR FRAME 3/8" CARPET TILES, SEE FINISH PLAN 3/8" CARPET PADDING I! 11111 LJII' ·• JI 22 Bl FOLD DOOR LOW PROFILE SILL SCA .....__,, LE: 6"=1·-0· DATE fl\ ,4,S Cl.Ill. T INITIAL DATE EXT INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL -~ DATE INT 1/4" GALVANIZED STEEL PLATE ,.,,----1-1/4" x 2-3/4" GALVANIZED TUBE STEEL PICKET ~:;;;~~------GALVANIZED HINGE, WELD <;] TO GATE AND POST, 4 PER D JAMB l--------4"x 3"x 5/16" GALVANIZED TUBE STEEL POST INITIAL CONCRETE WALL MANUEL ONCIN~~ ARCHITECTS I ARCHITECTU PLANNING INTERIORS 571 l La Jolla Blvd. La Jolla, CA 92037 858/459-1221 TL 858/459-1214 FX inquiries@oncinaarc.com , I\ I/ AS BUIL T1' ~24~ C. 1~--- RCE '29L2, EXP. ,~-3 l•rL REVIE\JED BY, INSPECTOR • A15.1 9-/.'I_~/I) DATE DATE ~ CITY OF CARLSBAD SHEETS 1~;37 1 ENGINEERING DEPARTMENT DOOR DETAILS CARLSBAD CITY LIBRARY LEARNING CENTER APPROVED BY: WILLIAM E. PLUMMER ,4~ 'I:,, ?..~uuu= -7 _ /,. -"'" DEPUTY CITY ENGINEER PE#: 28176 EXP: 03-31-06 DATE OWN BY: BM/AW PROJECT NO. CHKD BY: PB CITY APPROVAL RVWD BY: MO I 4001 I DRAWING NO. 434-5 060806 15/16" EXPOSED TEE GRID SYSTEM 24" X 48" MICRO-PERFORATED METAL ACOUSTICAL PANEL WITH ACOUSTICAL FLEECE T-- 450 OR 1" WIDE x 2" LONG x 12 GA MIN GALV STEEL BENT STRAP W/ POWDER ACTUATED FASTENER INTO CONCRETE SLAB SPLAYED BRACING WIRE WITH 4 TIGHT TURNS WITHIN 1-1/2" 2x wo_ JOIST, TJI, OR BLOCKING V.I.F- 3" x 1/4" DIA. CLOSED EYE FASTENER WI 12 GA. HANGER OR SPLAY WIRE. 11()! ~A~T~~LLAY-IN CEILING PANEL CEILING WIRE ATTACHMENT ~-9/16" EXPOSED TEE GRID SYSTEM 24" X 48" SQUARE TANGULAR ACOUSTICAL LAY-IN PANEL 11 !~?~~LTIC LAY-IN CEILING PANEL -----1-1---------\-~ 1-HR FLOOR-CEILING ASSEMBLY ~ ATTACHMENT WIRES, ATTACH TO STRUCTURE PER DETAIL 7/A16.0 _o ________ o __ .1, -.__ -~· -1~-~--~-~---~--~--~~ ACOUSTIC LAY-IN CEILING PANELS, PER DETAIL 11/A16.0 It--~-· _. _, 5/8" GYP BO ON 2-1/2" 24 GA GALV METAL STUDS AT 16" o.c. SOFFIT AT MECHANICAL DIFFUSER SCALE: 1-1/2"=1'-0" I ------11-1------\-~-_0 ________ 6 -- SCALE: 6"-1'0" . . I I I • ' 1'-0" ! I + -~ --- -~ ~~~--------·--"I,,__, ---------------- MECHANICAL DUCTING, PER MECHANICAL SHEETS 518" GYP BO ON 2-112" 24 GA CONT LINEAR SLOT DIFFUSER, GALV METAL STUDS AT 16" PER RCP o.c. 13 ~~~~~~-!_! MECHANICAL DIFFUSER FLUORESCENT LIGHT CEILING 24 GA GALV METAL TRACK ~tr CORNER MOLDING, TYP MIRROR, WHERE OCCURS GYP BO ON 2-112" 24 GA GALV METAL STUDS AT 16" o.c. FLUORESCENT LIGHT CEILING 24 GA GALV METAL TRACK GYP BO ON 2-112" 24 GA GALV METAL STUDS AT 16" o.c. 1-HR FLOOR-CEILING ASSEMBLY ..__________ ATTACHMENT WIRES, ATTACH TO STRUCTURE PER DETAIL 7/A16.0 ___ ___i__t--4"X4" CURVED ALUMINUM ANGLE SOFFIT COLLAR WITH CLIP ATTACHMENT TO TEE GRID CEILING SUSPENSION SYSTEM, PER RCP PERFORATED METAL LAY-IN CEILING PANELS ~ ::;;; ~ ::;;; ~ ::;;; ~ LATERAL SUPPORT OF SUSPENDED CEILING 1 _ SUPPORT MAIN RUNNERS AND CROSS FURRING ALONG FULL HEIGHT LOAD PARTITION AT 8'-0" O.C. AND HOLD 1-518" CLEARANCE AT ADJACENT WALLS. 2_ WHERE CEILING LOADS ARE LESS THAN 5 PSF AND NOT SUPPORTING INTERIOR PARTITION, CEILING BRACING SHALL BE PROVIDED BY FOUR NO. 12 GAUGE WIRES SECURED TO THE MAIN RUNNER INTERSECTION AND SPLAYED 90° FROM EACH OTHER AT AN ANGLE NOT EXCEEDING 45° FROM THE PLANE OF THE CEILING. THESE HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12'-0" O.C. IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN FOUR FEET FROM EACH WALL. ATTACHMENT OF THE RESTRAINT WIRE SHALL BE DICTATED BY THE LOAD IMPOSED. (UBC SEC. 4701E AND UBC STD. NO. 47-18) 3_ LIGHTING FIXTURES WEIGHING LESS THAN 56 POUNDS SHALL BE SUPPORTED DIRECTLY BY MIN. OF 2-12 GA. HANGER WIRES (MAY BE SLACK) LOCATED AT OPPOSITE CORNERS OF THE FIXTURE AND ATTACHED TO THE STRUCTURE ABOVE. (UBC SEC_ 4701E AND STD. NO. 47-18) 4. ALL ENDS OF CROSS FURRING AND MAIN RUNNERS SHALL BE VERTICALLY SUPPORTED WITHIN 8" OF SUCH ENDS. 5_ VERTICAL COMPRESSION STRUTS SHALL BE INSTALLED AT EACH CROSS FURRING INTERSECTION WHERE LATERAL SUPPORT WIRES ARE INSTALLED. WHERE THE DISTANCE BETWEEN THE CEILING GRID ANDTHE ROOF STUCTURE ABOVE IS LESS THAN 8'-0", PROVIDE ONE 3-518" (25GA.) METAL STUD. SCREW TO UNDERSIDE OF ROOF STRUCTURE ABOVE, SCREW WI #6 DRYWALL SCREW TO CEILING MAIN "T" RUNNER AT SPLAYED CORNERS. 6_ IF DISTANCE BETWEEN CEILING GRID AND UNDERSIDE OF ROOF STRUCTURE ABOVE IS 8'-0" OR GREATER, THEN USE THE SCHEDULE BELOW FOR STUD SIZE: <10'-0": TWO 1-518" (25GA.) METAL STUD <15'-0": TWO 2-112" (25GA.) METAL STUD <20'-0": TWO 3-518" (25GA.) METAL STUD METAL STUDS MUST BE ORIENTED AS SHOWN AND CONNECTED EVERY 12" ALONG THEIR LENGTH. 7. LATERAL FORCE-BRACING MEMBERS SHALL BE A STEEL CHANNEL A MINIMUM OF 6 INCHES FROM ALL HORIZONTAL PIPING OR DUCT WORK NOT PROVIDED WITH BRACING RESTRAINTS FOR HORIZONTAL FORCE$_ BRACING WIRES SHALL BE ATTACHED TO THE GRID AND STRUCTURE AND SHALL SUPPORT A DESIGN LOAD THE GREATER OF 200 POUNDS OR THE ACTUAL LOAD, WITH A SAFETY FACTOR OF 2. 8. SUSPENDED CEILINGS SHALL COMPLY WITH UBC TABLES 25-AAND 16-0_ + + + + 4' 12' MA)( MAX - A V +-+-+ + --t---+ - +-+--+ .:-' +-+--+- 12' 12' MAX MAX NOTES: 1 THIS PLAN SHOWS TYP. LOCATIONS WHERE SECTIONS ABOVE OCCURS 2 PROVIDE PERIMETER SUPPORT WIRES 4' OUT FROM WALLS TYPICAL PLAN 6 ,-~..;;..c...;;.~....;;;~-~-~;;.;.N~..:..;D;;_E_D----'C;..;E;;;;.;l;.;;;L""'I N..;;..G.;;;;.....;S;;_U;..;P....;P....;O..::;_;_R;..;T ____ _ 1-5/8" CLR. 8"MAX_ 8GA. GALV_ VERTICAL HANGER WIRE WITH THREE TIGHT TURNS WITHIN 1-1/2" STEEL CHANNEL MAIN RUNNER ~ METAL HAT CHANNEL CROSS-FURRING \ L METAL FURRING CLIP OR TIE WIRE , \_ GYPSUM BOARD PER CEILING PLAN ACOUSTICAL SEALANT AND TAPED JOINT '----WALL CONSTRUCTION PER FLOOR PLAN REFER TO SUSPENDED CEILING NOTES @ ~~~ ~=~o~EILING EDGE WEST FOR ATTACHMENT OF WIRES TO STRUCTURE ABOVE SEE DETAIL: 7/A13.0 FOR CEILING EDGE CONDITION SEE DETAIL: 3/A13.0 CROSS----ff. RUNNER REFER TO SUSPENDED PROVIDE COMPRESSION STRUT AT EACH (4) SPLAYED BRACING WIRE LOCATION. SEE DETAIL: 1/A13.0 goo TYP NORTH 45° VERT. MAX_ TYP. SPLAYED BRACING WIRES, TYP_ LAY-IN PANEL CEILING NOTES. SOUTH MAIN RUNNER I If\ .45 RI.//L 7 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE CONNECTION TO STRUCTURE WITH TWO LOW VELOCITY POWDER ACTUATED ....,... __ .,....,,-1,,1i,.....~--FASTENERS, 1-114" EMBED (ICBO #1639). :i: • BOTTOM OF STRUCTURE CUT METAL STUD FLANGES AND BEND 90° (2) #10 SHEET METAL SCREWS EACH SIDE . ~--ADDITIONAL METAL STUD WHERE : REQUIRED =t----~---=--_J_J -~ 114" MACHINE BOLT TO MAIN RUNNER (CHANNEL OR "T" AS OCCURS) STUD _P==, ORIENTATION~ J NOTE: METAL STUDS TO HAVE 1-518" FLANGES AND 1/2" RETURNS PLAN METAL CONNECTION TO "HH VIEW STUD SIZE WOOD JOIST OR BEAM LESS [ &1) 3-5/8" X ~) #12 THAN 0 GA. HEET METAL 8' SCREWS THRU LOCK WASHERS. >8' ~13-5/8" X 20 LESS ~ . JOINED WI THAN #10 SHEET 20' METAL SCREWS CEILING COMPRESSION STRUT SCALE: 6"=1'-0" NOTES: WHERE FIXTURES ARE SHOWN MOUNTED ON OR LAVED IN A GYPSUM BOARD SUSPENDED CEILING, THE FIXTURES SHALL BE FULLY INDEPENDENTLY SUPPORTED AT ALL CORNERS WITH MIN 8 GA HANGAR WIRES FROM THE STRUCTURE ABOVE. TYPICAL LIGHT FIXTURE INSULATION SCALE: NONE MANUELONC ARCHITECT C. ARCHITECT_,E _ _, PLANNING INTERIORS 571 l l u Jolla Blvd La Jolla. CA 92037 858/459-1221 TL 858/459-1214 FX A16.0 inquiries@onclnaarc.com 11 AS BUIL T 11 .t,~j ~ ~~~n-!7-,s-t_o RCE '2. fll2(,_ EXP. ~ -3 l ·l-Z. DATE REVIE\,'ED BY, INSPECTOR DATE ~ CITY OF CARLSBAD SHEETS ENGINEERING DEPARTMENT 1111 _1;3f 2 CEILING DETAILS CARLSBAD CITY LIBRARY LEARNING CENTER AP~~ED BY~ WILLIAM E. PLUMMER .di,~/,~ :z-~-OC, DEPUTY CITY ENGINEER PE#: 28176 EXP: 03-31--06 DATE OWN BY: BMIAW PROJECT NO. INITIAL DATE INITIAL CHKD BY: PB OTHER APPROVAL Cl TY APPROVAL RVWD BY: MO I 4001 I DRAWING NO. 434-5 060806 ' ' I ' " ~ Pl I I I I I I I I I I ' I ' ~ ·1 -'.i' I " '1 5' "' f;> I -I ' I ;,, ~I ' I ' 6 ~ ' w ~ -----------1 --- (7\ ~ ' I , 2'-6" , 'i- ~ ' 2 7' 4 - - 7 (7\ 1'-0" L, ~!0) ' " ' " ~ "' "' " _, '? N N ' ' " 13 'T (6\ ~ 'I ,,~ I ' ,, ,, r .. --' ' " ' L --1" F ' 19 ;. -'re-- ---------------- ;,, ' ' " ' 2'-6" 1' 1'-6" " -- ·-.....,_ " '1' "' // ,/ _,· 2'-8" -. r-- - - - -------- - - 9'-8" "·- / / . ./ ------- 5 A17.1 / _,/ I ' ' ' I 1 ',~_ // k J, , 3 CIRCULATION/ STAFF WORKSTATION ELEVATIONS ' I I 15 3'-0" SCALE: 1/2" = 1'-0" I ! I I / ,-IT] 2'-6" 6 5 STAFF WORKROOM ELEVATIONS 12 (2\ = -SCALE 1 /2" 1' 0" ~ ' ' ' I 14 UPPER LEVEL COPY/ PRINT CENTER ELEVATIONS SCALE: 1/2" = 1'-0" ,, 6'-0" ,, ·1 ·1 "' ' "' f;> / "' . ' @) '-0' -@ 5' "' ,. ' ' INDIVIDUAL TUTORING OFFICE ELEVATIONS (Jc':(f{~~¥.J. INDIVIDUAL TUTORING D OFFICE PLAN (TYP/SIM) SCALE: 1 /4" = 1 '-0" 5 ' ,, " 'I' " ' " (_J "' ' "' ~ 4'-3 1/2" I. 1" 2'-6K 1' " c1> ,c r--'s I - -(Q < ~ I I "' I I ,:. 0 L _ _J .- ,-7 " I I~ ~ 4'-3 112" I " L _ _J --[ ,-7 " I I " 'I' I I "' ")l''c 1'-9" L _ _J _c 8'-3 112" '" ½ "' , CIRCULATION/ STAFF WORKSTATION PLAN SCALE: 1/4" = 1 '-0" ' --I ~ -"' 2'-6M 0 2•-6" ~ ~ © - . <D A ---:: ~ _, I -! 0\ -L '~t:::================~P'.~ -..-,0. 11 '-3" STAFF WORKROOM PLAN B SCALE: 1/4" = 1'-0" - J 2'-0" c a @) 13 UPPER LEVEL COPY/ C PRINT CENTER PLAN SCALE: 1/4" = 1'-0" I/'\ AS /-j/J/l T DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION Ql]jER APPROVAL DATE INITIAL Cl TY APPROVAL NOTES OJ BOOK RETURN CHUTE 0 BUil T-IN COUNTER [TI RADIO FREQUENCY IDENTIFICATION DEVICE 0 '3-FORM' PRIVACY SCREEN IJJ CASE GOODS I}] PLASTIC LAMINATE, PER FINISH SCHEDULE GJ AVONITE SOLID SURFACING, PER FINISH SCHEDULE I}] HAFELE ANODIZED ALUMINUM EXTRUDED HANDLE, BLACK, CAT. NO. 126.27.306 [I] ECO-COLORS CP-10 'STRAW' VERTICAL SURFACING, PER FINISH SCHEDULE c::J 3 MANUEL QNCINA --Irr ARCHITECTS IN .__.,.. ARCHITECTUR PLANNING ..__, INTERIORS 5711 La Jolla Blvd. La Jolla. CA 92037 858/459-1221 TL 858/459-1214 FX A17.0 inquiries@oncinoarc.com 11 AS BUILT" ~,,&;. ~~<!'il'il'il'"l .... ,9-t.S"~/" RCE 2.IJJ2, EXP. 3-3l•G. DATE REVIE\JED BY, INSPECTOR DATE CITY OF CARLSBAD SHEETS M7.J.-3f ENGINEERING DEPARTMENT CABINETRY DETAILS CARLSBAD CITY LIBRARY LEARNING CENTER APPROVED BY: WILLIA~~ ,nJ,?/4t,,,; -/, ~ 2-c.-o,;; DEPUTY CITY ENGINEER PE#: 28176 EXP: 03-31-06 DATE DWN BY: BM/AW I PROJECT NO. I DRAWING NO. CHKD BY: ea 4001 RVWD BY: MO 434-5 1' 611 -I, .. ·1 1:.; I --. '•, . . . . / / r ~ ~ . ,/ AVONITE SOLID SURFACE 'SKY BLUE' K3-8465, ROUNDOVER DROP EDGE "' 114" RADIUS, TYP. N BOOK DROP SLOT HAFELE ANODIZED rm--:2~"-i:l'(.J~ ALUMINUM EXTRUDED ,-------.., HANDLE, BLACK, CAT NO. 126.27.306 "i' PL YBOO PLYWOOD BAMBOO, "' BP-S4896VA, AMBER EDGE GRAIN SOLID ------"<-'"-CABINET DOOR ELEVATION SECTION DEPRESSABLE BOOK CART 6 ' 1 1-1/2" DIA. ALUMINUM TRANSACTION COUNTER SUPPORT HEXAGONAL SOCKET HEAD BOLT AVONITE SOLID SURFACE 'SKY BLUE' K3-8465, ROUNDOVER DROP EDGE, 1/4" RADIUS, TYP. 1" x 1" L BRACKET al--""-1" X 3" STEEL SUPPORT, POWDER COAT .,_____ 3-FORM PANEL 'COURIER' ~'!-------+-_j_-2" X 2" TUBE STEEL 2'-6" STEEL ADJUSTABLE GLIDE WELDED TO STEEL LEG COUNTER WITH TRANSACTION TOP SECTION SCALE: 1 "=1'-0" 2'-0" 2x WOOD STUD WALL PLASTIC LAMINATE COUNTER ------3x3x1 /4" STEEL ANGLE 30" O.C. MAX. SPACING WI #14 SCREWS @ 48" O.C. TYP PLASTIC LAMINATE COUNTER ADA CLEARENCE PER CBC FIGURE 11 B-1 D },~=~~:::::~tr~t::===!_++-1-3" x 3" x 1/4" STEEL ANGLE ' - - -_J 6" ; ~ SUPPORT AS REQUIRED; ~ C-:, SECURE TO WOOD STUD ' r---PIPES BENEATH SINK TO BE INSULATED WITH P-TRAP COVER 1 , . . ,• 1 '-0" - ' 9 ffi ~ a. _J (jJ w w 0:: ~ ~ #14 x 3" SCREWS TO WOOD STUDS -----WHITE MELAMINE INTERIOR SURFACES, TYP CABINET DOOR ADJUSTABLE SHELF, TYP PLYWOOD, FINISH PER 'F' DRAWINGS, TYP ------CABINET PULL UPPER CABINET SEC LIGHT VALANCE SCALE: 1"=1'-0" 2~ 1..---""" ------- 1 -~ . ' • 0 ~ N '--- -• ~ ,- -. ..K,' ~ 24" ----~ ~ -~ ~ ~ i...----- ' ----v-I~ C••C I ~ ~ ' co • 0 0 ~ ~ ' -' "' . ' -' [ ~ I<-JII ' e-->< L 4" ., SCRIBE AND SEAL COUNTERTOP TO WALL, TYP AVONITE SOLID SURFACE 'SKY BLUE' K3-8465, ROUNDOVER DROP EDGE, 1/4" RADIUS, TYP. ADJUSTABLE SHELF, TYP PL YBOO PLYWOOD BAMBOO, BP-S4896VA, AMBER, EDGE GRAIN SOLID CABINET DOOR #14 x 3" SCREWS TO WOOD STUDS 1/4" POWDER DRIVEN PIN AT EACH CORNER AT 36" O.C. MAX W/ 16 GAUGE SUPPORT ANGLE SILCONE SEALANT CORIAN COUNTERTOP, PER FINISH SCHEDULE #14 x 3" SCREWS TO WOOD STUDS DRAWER, TYP PLASTIC LAMINATE, PER FINISH SCHEDULE WHITE MELAMINE INTERIOR SURFACES, TYP 1/4" POWDER DRIVEN PIN AT EACH CORNER AT 36" O.C. MAX W/ 16 GAUGE SUPPORT ANGLE @;c~:"'~-~-o~ABINET SECTION ' 2'-011 ' ' ' -:c-c;,.,,. __ ..., ~ ,, ~ r -¥"/= .ri! J.. -st Ill I ? ~-\ \ __ .,--· / 0 ~ ' "' ;:::-<:_ r © ;~:"'~~-o~ABINET SECT PLASTIC LAMINATE COUNTER 2'-6~ ' ~ = DJ ~ . • /'rill ' ,, ' / ,, • ~ --"' o' ' -' : -" - ~ Ii " ' ' 9'-6" I . L' I I • • • ' ADULT COMPUTER AREA PLAN E SCALE: 114" = 1'-0" ✓ 9 ___ l I .L N 22'-1" C HILDREN'S COMPUTER AREA PLAN G SCALE: 114" = 1'-0" II', 4$ 8Ull1 DATE INITIAL DATE INITIAL OATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 011-iER APPROVAL CITY APPROVAL NOTES OJ BUil T-IN COUNTER [D PLASTIC LAMINATE, PER FINISH SCHEDULE MANUEL ONCIN"-"~ ARCHITECTS I ARCHITECTUI,..,.,__,_ PLANNING INTERIORS 571 l La Jolla Blvd. La Jolla, CA 9203 7 858/459-1221 TL 858/459-1214 FX inquiries@onclnoorc.com II AS BUILT" u4~·1r:~ RCE Z8l2.' ~ EXP 3-3 I• 12, ' REVIE\./ED BY• INSPECTOR A17.1 ,9-1,.s-~/I', DATE DATE ~ CITY OF CARLSBAD SHEETS 1~71:3-1'-4 ENGINEERING DEPARTMENT CABINETRY DETAILS CARLSBAD CITY LIBRARY LEARNING CENTER APPROVED BY: WILLIAM E. PLUMMER ~---£~ ::z -c.-ac. DEPUTY CITY ENGINEER PE#: 28176 EXP: 03-31-06 DATE DWN BY: BM/AW I PROJECT NO. I DRAWING NO. CHKD BY: PB 4001 RVWD BY: MO 434-5 060806 II - I - -I I. '' • •C ), /-\ I I ·~ 1 ... ' ' i \ J -,..= ! ~ ! I I PLAN I I I I . ' I I I " . H- ' 5" \, SECTION ., 11 ~~~l1~2~~~SSED CABINET 1-HR FIRE RATED EXTERIOR WALL, PER PLAN FASTENERS PER MANUFACTURER'S INTALLATION GUIDELINES, BOTH SIDES, TOP AND BOTTOM CABINET WITH GLASS VISION PANEL PER SPEC FIRE EXTINGUISHER 12" MAX 6" • -q- N -~ ~ 0:: 0 0 -' = LL ~ I z LL w > 0 co <( 0 '-D /2 11 r--------------, L _____________ J NOTE: ===foooRJAMB NON-GLARE BACKGROUND PER CBC 1178.5.2 5/8' HIGH x 1132" RAISED TWXT PER CBC 11178.5.5, USE NAME OF ROOM ON OPPOSITE SIDE OF DOOR, COORDINATE FINAL COPY WITH OWNER GRADE 2 BRAILLE PER CBC 11178.5.6. 1. TEXT AND BACKGROUND COLORS TO BE CONTRASTING AND CHOSEN BY ARCHITECT FROM MANUFACTURER'S STANDARD COLORS. 2. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL BEFORE FABRICATION. 12 ~~~I?,!;. ROOM IDENTIFICATION SIGN DOOR RUBBER TILE, PER FINISH SCHEDULE SCHLUTER® DILEX-BWB ALUMINUM TRANSITION PROFILE SLATE TILE, PER FINISH_ SCHEDULE EPOXY MORTAR BOND COAT WATER PROOF MEMBRANE OVER MEMBRANE BOND COAT CONCRETE SLAB RUBBER TILE TO SLATE TILE TRANSITION SCALE: 3"=1'-0" I '-========L,: 3 5/8" x 20 GA STUD FRAMING AT 16" O.C. 2" x 16 GA GALV TWIST STRAP W/2 #10 S.M. SCREWS ...___________ '--1 /2" GYP. B D --------------------------ACCESS DOO R SCREEN DOOR r-----PROJECTION SCREEN FRAMING AT PROJECTOR SCREEN 8 ----------------SCALE: 1-1/2"=1'-0" -_--c □.---□ *SYSTEM NO. F-C-1021 F-RATING -1HR. ___,-ONE METALLIC PIPE, CONDUIT OR TUBING TO BE INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE I te:;;-;z--::::--1]~--;;;;::::---:;;--~:::::-::;&..c;;;!_'.• IREsToP sYSTEM. PIPE. coNDuIT oR . u~ TUBING TO BE RIGIDLY SUPPORTED , . ON BOTH SIDES OF FLOOR-CEILING ASSEMBLY. ' ' STEEL PIPE: 4" OR LESS CONDUIT: 4" OR LESS COPPER TUBING: 3" OR LESS COPPER PIPE: 3" OR LESS IF 3" OR LESS, ANNUALAR SPACE= O" MIN -5/8" MAX IF 3" OR GREATER, ANNUALAR SPACE = 112" MIN. 3/4" THICKNESS OF FILL MATERIAL APPLIED WITHIN ANNULUS . ON TOP SURFACE OF FLOOR. MIN 5/8" ' ' THICKNESS OF FILL MATERIAL -PPLIED WITHIN ANNULUS ON ------OTTOM SURFACE OF CEILING MIN. 114" CROWN FORMED AROUND THROUGH PENETRANT ON TOP SURFACE OF FLOOR AND BOTTOM SURFACE OF CEILING g ~~E~~~~-AT 1 HR FLOOR-CEILING* FINISHED FLOOR - ----------------------- - l • ) J ' , !. 1 ' I . -'---'-" --------------- -=--·-_·----:=-·-.:___-------,, I l r J , ' I '· ) \ / 1 >--' co 0::;; WW f--(/) ~ '.!i ' (!) Wz 0:: ---' LL -0:: LJJ I (,l ' 0:: ~a 0 -' LL 1/2" GYP BOARD DRAFTSTOP, FASTEN TO ADJACENT JOIST, LOCATION PER REFLECTED CEILING PLANS CONTINUE WALL TO UNDERSIDE OF ,....__ ----~--------.-LOOR-CEILING ASSEMBLY CEILING MATERIAL ,...--"' ( 2 x 4 TROPICAL HARDWOOD HANDRAIL \ ,_. ,o Eifu{ -1/4" TEMPERED GLASS, ATTACHED TO STEEL CHANNELS WITH STAINLESS STEEL SOCKET HEAD BOLT AND SOFT NEOPRENE WASHERS ..,.....+-ANGLE BALUSTER • "' =ll:::::::l~-------(2) 1x2x1/4" SHAPED STEEL 3/4" HOMASOTE SOUND BARRIER440 3/4" T&G PLYWOOD ~ TRUSS PER STRUCTURAL --'--"-~- 3 1/2" 2" = =-~.:=J;r•i,..-~,~, __ .!,';.'~1:-.. r--2" x 1" STEEL PLATE r, -r,, •_··1 '-_, '-_, I ' I I L ,J 0 " PLAN -------t-"1~==!,;,,::--r' 0 SECTION 2 x 4 TROPICAL HARDWOOD HANDRAIL ® ~~~E6:1~_NGLE BALUSTER --~'LJ ~ ::;; 0 ' C') 1'-4" 4'-011 PLAN,/'--------~ I I I ' I ' ' .._ l ' ' ' • i I I f -. . I t I . ' ' ' ' ' -' I 1 ! ' I I i i i I ' ' ' ' I ' I I ' T I T ! 1 . l ' ' I ' I ' ' I ' i ' I • T ---" -~ LQJ I ~ ! I w -' ' u i [r, ' ' ' I ' 1 ' , .. ---"' ' -I l I I ! j ! ' ' I ' ELEVATION ------.L.INTERIOR GYP BO PARTITION - r-------- -L-----"" ~ GYP BO PARITITON CONTINUE TO SUSPENDED GYP BO CEILING HIGH-LOW DRINKING FOUNTAIN, PER PLUMBING FIXTURE SCHEDULE 4" CERAMIC TILE 7 INTERIOR DRINKING FOUNTAIN ALCOVE SCALE: 1/2"=1'-0" t _______ CENTERLINE OF PLAQUE, ..__ PICTOGRAM AND COPY ~-1/4" WIDE RAISED BORDER W/ WHITE FINISH RAISED PICTOGRAM W/ WHITE FINISH -----BLACK BACKGROUND \__:-"c-----11-'----'.JV -____ !::-:;:-__:'"--"MEN" (~--Ii'---RAISED COPY W/ WHITE , ( FINISH ~ ~ \ 1'-0" TYP. \ ~;;; k>--f.o ~~~~~~~1 ~------CENTERLINE OF PLAQUE, T-------::;~=i==~ PICTOGRAM AND COPY 0 ..---BLACK BACKGROUND 9-t-t--------11---RAISED PICTOGRAM W/ WHITE FINISH L.....-JI---1/4" WIDE RAISED BORDER W/ WHITE FINISH r----"WOMEN" , +-~"' -----~=-7'----RAISED COPY W/ WHITE ~ , FINISH ~ N NOTES: 1. PLAQUES ARE TO BE MOUNTED 60" ABOVE FINISH FLOOR TO CENTERLINE FO THE SIGN. 2. SECURE PLAQUES TO WALL WITH CONCEALED FASTENERS. 3. PLAQUES TO BE MADE FROM INJECTION MOLDED HIGH-IMPACT PLASTIC . 4. BRAILLE SIGNAGE SHALL ALSO BE LOCATED ON THE WALL ADJACENT TO THE LATCH OUTSIDE OF THE DOORWAYS LEADING TO THE SANITARY FACILITIES, PER CBC 1117B.5 5. CONTRACTOR TO SUBMIT DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO FABRICATION 3 RESTROOM DOOR IDENTIFICATION SCALE: NOT TO SCALE ,I \ , 1 l \ -,·_ ! )' / ) ) -EXTERIOR WALL 6"CMU ,i'----}<--_:,,.,,~-- 0 1'~4" 6" CMU PLANTER WALL E PLAN l A6.1 4'-0" l ~ <{ 0 • = 0 ' io c:::> ~ 0 ----1/8" THICK ALUMINUM SKELETON CLOCK HAND, STYLE PER SPECIFICATION, = ATTACHED WITH STAINLESS STEEL HARDWARE TO MOVEMENT HUB IJ __,,_____O ~ 1/4" THICK ALUMINUM HOUR MARKER WITH CONCEALED MOUNTING STUD, STYLE 1 PER SPECIFICATION, TYP SKELETON CLOCK FACE ...._.,_ SCALE: 112"=1'-0" 11 Lll-----t-------1/4" THICK ALUMINUM HOUR j~ MARKER WITH CONCEALED MOUNTING STUD, STYLE PER SPECIFICATION -r=~~"===~t'~~~~--::r"-=--=--=-=-----EXTERIOR WALL SURFACE 1" - I ~ ' t .·::. ' ' ' IZz] EJ D ARBOR DIAMETER 1 5/16" MOVEMENT, PER SPECIFICATION 2x4 MOUNT, TYP 04lTlte #,4T(I.R.4t #tic-" •,4e«,4,,v• tJ/1'1/, --''1;r 6' Ct'/?4MIC Tit.ES. 0,4t77t.e #4/21/A'dt 1/t/C:S '!$J11e-~,r PG4" (l# 2l11 3",r 8 "Cc~R,#IC T/t:fi'"S, 04t.T/t.t: #47t/.R.4t #<l"c".Y "lfl'CWY" OIIZ4, 5.<6C6f'4,1,IIC77tes. ,¥----------J-1 __ L._-rt:'"":1:1-.f,.._., ill rr'·':c;:::.-·!----'--- .,:;...-~ -~ ; i ' I I i I i I , I I I I I I -111,1,1 ' I ' I I ' ' I ! ' I I ' I ' ! ELEVA TION -.. .___......,.._ 7 /8" STUCCO OVER EXPANDED METAL LATH OVER 'TYVEK COMMERCIALWRAP' BUILDING PAPER, TYP .J.--HIGH-LOW DRINKING FOUNTAIN, PER PLUMBING ~~FIXTURE SCHEDULE ~4" CERAMIC TILE ~ ,-!, ... ; . ." ' ~ •• <:) I'-'.•,,._·,__ ___ """' ~ z;.:,:_,_-' : p: .• , I;'_-;+, ,__ .,-----c,-..-=~-,-J+' ·c.,· EXT£R/OR t7R,½'/2'JNO f:OVAIM/L ,V/J .ft'.4t ~ MANUEL ONCIN ARCHITECTS IN ARCHITECTUR...___,, PLANNING INTERIORS 5711 La Jolla Blvd. La Jolla. CA 92D37 858/459-1221 TL 858/459-1214 FX inquiries@oncinaarc.com I/ AS BUIL T1' • A18.0 EX ,plrio/m;, ~ ~M---9-1.S-ta TERIOR DRINKING FOUNTAIN ALCOVE RCf U/2, EXP. 3-3 l • 1'7.... DATE SCA LE: 1/2"•1'-0" REVIE\IED BY, INSPECTOR DATE ' ~ CITY OF CARLSBAD SHEETS 1~7-ia, 5 ENGINEERING DEPARTMENT ' DETAILS CARLSBAD CITY LIBRARY LEARNING CENTER APPROVED BY: WILLIAM E.1~~ '7 -,, __ ,,.r v(f~q "f', ~ DATE □-p"uTY crrv -NGINEER ' PE#: 28176 EXP: 03-31-06 OWN BY: BM/AW I PROJECT NO. I DRAWING NO. DATE INntAL DATE INITIAL DATE INITIAL CHKD BY: PB REVISION DESCRIPTION 4001 ENGINEER OF WORK omER APPROVAi. CITY APPROVAL RVWD BY: MO 434-5 GROUND LEVEL FINISH SCHEDULE UPPER FLOOR FINISH SCHEDULE SCHEDULES LEGEND ROOM# 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 I I I l_,,.,JLLJJ I WALLS ROOM NAME NORTH EAST ENTRY NONE PTO JANITOR/ CUSTODIAN FRP,WR FRP,WR WOMEN'S RESTROOM PTD/CT,WR CT,WR MEN'S RESTROOM PTO PTD/CTWR STORAGE PTO PTO KITCHEN/ STAFF LOUNGE PTO PTO HOMEWORK CENTER PTO PTO HOMEWORK CENTER PTO PTO HOMEWORK CENTER PTO PTO HOMEWORK CENTER PTO PTO COORDINATOR'S OFFICE PTO PTO CHILDREN/FAMILY AREA PTO PTO ADULT AREA PTO - UNISEX RESTROOM PTO PTO KITCHEN PTO PTO STORYTIME ROOM PTO PTO STORAGE PTO PTO - STORAGE PTO PTO ADULT COMPUTER AREA PTO - STAFF WORKSTATION -PTO RECEPTION/ INFO DESK -- STAFF WORKROOM PTO PTO ELEVATOR MACHINE ROOM PTO PTO ELEVATOR LOBBY PTO - STAIR PTO - UTILITY CLOSET PTO PTO ELECTRICAL CLOSET PTO PTO UTILITY CLOSET PTO PTO MODULAR CARPET TILE, PER FINISH SCHEDULE SCHLUTER® SCHIENE-RADIUS ALUMINUM TRANSITION PROFILE RUBBER TILE, PER FINISH SCHEDULE ~ CONCRETE SLAB SOUTH PTO FRP,WR/CT PTD/CT,WR PTD/CT,WR PTO PTO PTO PTO PTO PTO PTO PTO PTO PTO PTO PTO PTO PTO PTO - PTO PTO PTO PTO - PTO PTO PTO WEST BASE PTO RM FRP,WR/CT RB PTD,WR CT CT,WR CT PTO RB PTO RB PTO RM PTO RM PTO RM PTO RM PTO RM -RM PTO RM PTO CT PTO RB PTO RM PTO RB PTO RB PTO RM -RM -RM PTO RM PTO RB PTO RM PTO RM PTO RB PTO RB PTO RB FLOOR SL RT-1 CT CT RT-2 RT-2 CPT CPT CPT CPT CPT CPT CPT CT RT-2 CPT RT-1 RT-1 CPT CPT CPT CPT SC SL WO SC SC SC CEILING COMM. ROOM# --201 GYP 1 202 GYP -203 GYP -204 GYP -205 ACT/GYP -206 ACT/GYP -207 ACT/GYP -208 ACT/GYP -209 ACT/GYP -210 ACT/GYP -211 MTL/GYP -212 MTL/GYP -213 GYP -214 ACT/GYP -215 GYP -216 GYP -217 GYP -218 ACT/GYP -219 ACT/GYP -220 ACT/GYP -221 GYP -222 GYP -223 GYP -224 --225 GYP -226 GYP -227 GYP -228 229 230 231 232 233 234 MODULAR CARPET TILE, PER FINISH SCHEDULE SCHLUTER® RENO-TK ALUMINUM TRANSITION PROFILE SLATE TILE, PER FINISH SCHEDULE ----EPOXY MORTAR BOND COAT WATER PROOF MEMBRANE OVER MEMBRANE BOND COAT CONCRETE SLAB 19 ~~~~-:!a. TO RUBBER TILE TRANSITION CARPET TO SLATE TILE TRANSITION SCALE: 3"=1'-0" SLOPE ~O ORAi DOOR DOOR CERAMIC TILE, PER FINISH 2MM RUBBER TILE, PER SCHEDULE FINISH SCHEDULE SCHLUTER® DILEX-BWB SCHLUTER® RENO-U ALUMINUM TRANSITION ALUMINUM TRANSITION PROFILE PROFILE SLATE TILE, PER FINISH MODULAR CARPET TILE, PER SCHEDULE FINISH SCHEDULE 3/8" PLYWOOD FASTENED _ , • , •. ,,,EPOXY MORTAR BOND COAT::::::::::'.:-:;::;--:::::-~~=~~~~=:::::±':;''~~~-~--.fu'~ TO WOOD DECK BELOW WATER PROOF MEMBRANE OVER MEMBRANE BOND COAT CONCRETE SLAB 3/4" 'HOMASOTE SOUNDBARRIER 440' 3/4" T&G PLYWOOD CERAMIC TILE TO SLATE TILE TRANSITION CARPET TO RUBBER TILE TRANSITION SCALE: 3"=1 '-0" SCALE: 3"=1 '-0" ROOM NAME ENTRY/ RECEPTION COMPUTER TRAINING ROOM MEN'S RESTROOM WOMEN'S RESTROOM LARGE GROUP ROOM LARGE GROUP ROOM HALLWAY MEDIUM GROUP ROOM RECEPTION AREA CART STORAGE GENERAL STORAGE STAFF WORKROOM COLLECTION SERVER ROOM LARGE GROUP ROOM INDIVIDUAL TUTORING OFFICE INDIVIDUAL TUTORING OFFICE INDIVIDUAL TUTORING OFFICE INDIVIDUAL TUTORING OFFICE MEDIUM GROUP ROOM HALLWAY INDIVIDUAL TUTORING OFFICE INDIVIDUAL TUTORING OFFICE INDIVIDUAL TUTORING OFFICE INDIVIDUAL TUTORING OFFICE INDIVIDUAL TUTORING OFFICE RESOURCE ALCOVE COORDINATOR OFFICE SMALL GROUP ROOM ELEVATOR LOBBY JANITOR'S CLOSET EXTERIOR TERRACE EXTERIOR TERRACE EXTERIOR TERRACE WALLS NORTH EAST SOUTH -PTO - PTO PTO PTO PTD,WR DTD/CT/WF PTD/CT,WR PTD,WR PTO/WR PTD/CT,WR PTO PTO PTO PTO PTO PTO PTO PTO PTO PTO PTO PTO -PTO PTO PTO PTO PTO PTO PTO PTO PTO PTO PTO PTO -PTO PTO PTO PTO PTO PTO PTO PTO PTO PTO PTO PTO PTO PTO PTO PTO PTO PTO PTO PTO PTO PTO PTO PTO - PTO PTO PTO PTO PTO PTO PTO PTO PTO PTO PTO PTO PTO PTO PTO PTO PTO PTO PTO PTO PTO PTO PTO PTO PTO -PTO FRP,WR FRP,WR/CT FRP,WR/CT - - - - -- - -- DOOR 2MM RUBBER TILE, PER FINISH SCHEDULE -----SCHLUTER® RENO-U ALUMINUM TRANSITION PROFILE , 'I ' WEST PTO PTO PTD,WR PTD/CT,WR PTO PTO - PTO - PTO PTO PTO PTO PTO PTO PTO PTO PTO PTO PTO PTO PTO PTO PTO PTO PTO - PTO PTO PTO FRP,WR/CT - - - BASE RM RM CT CT RM RM RM RM RM RB RB RM RM RM RM RM RM RM RM RM RM RM RM RM RM RM RM RM RM RM RB - - - FLOOR CEILING CPT GYP CPT ACT/GYP CT GYP CT GYP CPT ACT/GYP CPT ACT/GYP CPT GYP CPT ACT/GYP CPT GYP RT-2 GYP RT-2 ACT/GYP CPT ACT/GYP CPT GYP CPT ACT/GYP CPT ACT/GYP CPT ACT/GYP CPT ACT/GYP CPT ACT/GYP CPT ACT/GYP CPT GYP CPT GYP CPT ACT/GYP CPT ACT/GYP CPT ACT/GYP CPT ACT/GYP CPT ACT/GYP CPT GYP CPT ACT/GYP CPT ACT/GYP SL GYP RT-1 GYP PC - PC - PC - COMM. RT-1 = 24" x 24" NORA RUBBER TILE 'NORAPLAN LOGIC 2632 WALDORF' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 - - - RT-2 = 24" x 24" NORA RUBBER TILE 'NORAPLAN ASTRO 2653 NOB HILL' = = = = = = = = = = = = = = = = = = = = 24" x 24" EXPANKO RECYCLED RUBBER TILE, 4MM THICK DUNN EDWARDS 'JUST PEACHY' DE5284, FLAT FINISH DUNN EDWARDS 'LEAF BUD' DE5514, FLAT FINISH DUNN EDWARDS 'GULF STREAM' DE5759, FLAT FINISH DUNN EDWARDS 'NOMADIC TAUPE' DE6192, FLAT FINISH DUNN EDWARDS 'LEAD GLASS' DEW332, FLAT FINISH CERAMIC TILE COVED RUBBER BASE FRY REGLET 5/8" x 2" Z REVEAL MOLDING SEALED CONCRETE WILSONART PLASTIC LAMINATE 'SATIN OXIDE' 4832-07, MATTE FINISH WILSONART PLASTIC LAMINATE 'GOLD EV' 4816-60, MATTE FINISH WILSONART PLASTIC LAMINATE 'WHITE SAND' D403-60, MATTE FINISH FORMICA PLASTIC LAMINATE 'BELUGA' 3697-58, MATTE FINISH PAINTED GYP BOARD GYP BOARD SOFFIT ACCOUSTICAL CEILING TILES PERFORATED METAL ACCOUSTICAL CEILING TILES WATER RESISTANT GYP BOARD, 'GREENBOARD' FIBERGLASS REINFORCED PLASTIC RT-3 P-1 P-2 P-3 P-4 P-5 CT RB RM SC PL-1 PL-2 PL-3 PL-4 PTO GYP ACT MTL WR FRP PC =' PRECAST CONCRETE PAVER CPT Fi C4RP~T Tit.I; St "' 24x24" Sl//Tt: Tit.I; COMMENTS LEGEND 1. CERAMIC TILE TO 4' ABOVE FINISH FLOOR MODULAR CARPET TILE, PER FINISH SCHEDULE SCHLUTER® RENO-TK ALUMINUM TRANSITION PROFILE CERAMIC TILE, PER FINISH ORAi: TO SC!-IEOULE _ ___ -____ _ ~=:=;;:_-;_ -;_-;;_-;-,.-_,""_ r~ -----%::r:,::{!;1:%:lt ra 2" __ _ 141/X MODULAR CARPET TILE, PER,,~~=== FINISH SCHEDULE ~ CONCRETE SLAB CARPET TO RUBBER TILE TRANSITION SCALE: 3"=1'-0" DOOR MODULAR CARPET TILE, PER FINISH SCHEDULE SCHLUTER® RENO-U ALUMINUM TRANSITION PROFILE SLATE TILE, PER FINISH SCHEDULE -----EPOXY MORTAR BOND COAT ':'' •'"" -WATER PROOF MEMBRANE ·'-OVER MEMBRANE BOND f----=~~-----cOAT 3/4" T&G PLYWOOD 3/4" 'HOMASOTE SOUNDBARRIER 440' 3/8" PLYWOOD FASTENED TO WOOD DECK BELOW CARPET TO SLATE TILE TRANSITION SCALE 3"=1'-0" _ -. CLEAYA.rit;M£M&,4Nc-~ :_3/4" Tt1 G PLY,WaJq - -~1411/IOMITSOTC 50?!-Vb'.b',9/r'A'/& 4401"_ ~ 78!'llYYlflt?JJ,9J6/;WcfJ 10 wcwucr BE-UJw _ CARPET TO CERAMIC TILE TRANSITION SCALE: 3"=1'-0" \. /?rl II/ "---------A..._____,__ JI'\ IIS /JUIL T DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL Cl TY APPROVAL ~ 6 MANUELONCI ARCHITECTS I C__. . ...,,- ARCHITECTUR PLANNING INTERIORS 5711 La Jolla Blvd. La Jolla, CA 92037 858/459-1221 TL 858/459-1214 FX A18.1 inquiries@oncinoarc.com 11 AS BUIL T 11 ~j/_/~ ~/:~-'~>-h ?,2_,,_ ,Lt2 RCE 'Le/_°¼ EXP, ~ ~L'L";)-DATE REVIE\,/ED BY• INSPECTOR DATE CITY OF CARLSBAD SHEETS 1~7:iaf ENGINEERING DEPARTMENT DETAILS CARLSBAD CITY LIBRARY LEARNING CENTER APPROV5D BY: WILLIAM ~M~ /4k,?/,A?>, "J', ~ ::2-0 ·c:2,:. DEPUTY CITY ENGINEER PE#: 28176 EXP: 03-31-06 DATE DWN BY: BM/AW I PROJECT NO. I DRAWING NO. CHKD BY: PB 4001 RVWD BY: MO 434-5 CONCRETE: 1. ALL CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF 2001 C.B.C. AND A.C.I. 318-95 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS", EXCEPT AS MODIFIED BY THE SUPPLEMENTAL REQUIREMENTS CONTAINED HEREIN OR SHOWN ON THE DRAWINGS. 2. ALL CONCRETE SHALL BE 150 P.C.F. HARDROCK, MIXED PER A.S.T.M. C-94, AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I. AT 28 DAYS. 3. THE MAXIMUM SIZE AGGREGATE IN FOUNDATION AND MASS CONCRETE WORK SHALL BE 1 INCH. THE MAXIMUM SIZE AGGREGATE IN SLABS ON GRADE, WALLS, AND ALL OTHER CONCRETE SHALL BE 3/4" INCH. 4. CEMENT SHALL CONFORM TO A.S.T.M .. C-150, TYPE V, LOW ALKALI. AGGREGATES FOR NORMAL WEIGHT SHALL CONFORM TO A.S.T.M. C-33. 5. ADMIXTURES AND COLORS (EXCEPT AS NOTED HEREIN) SHALL NOT BE USED UNLESS SUBSTANTIATING DATA IS SUBMITTED TO AND ACCEPTED BY THE ENGINEER AND ARCHITECT OF RECORD. 6. CONCRETE MIXES SHALL BE DESIGNED BY A QUALIFIED TESTING LABORATORY. THE MIX DESIGNS SHALL CONFORM TO U.B.C. SEC. 1905. UNLESS NOTED OTHERWISE. 7. NON-STRUCTURAL STEEL EMBEDDED IN CONCRETE SHALL BE GALVANIZED OR PAINTED. ALL DAMAGED GALVANIZED AREAS SHALL BE REPAIRED PRIOR TO EMBEDMENT. 8. PROVIDE 2-#5 DIAGONAL BARS AT CORNERS OF WALL, FLOOR, AND ROOF OPENINGS AND INSIDE CORNERS OF FLOORS. 9. PROVIDE WATERSTOPS IN ALL BELOW GRADE FOUNDATION WALL CONSTRUCTION JOINTS. 10. READY MIXED CONCRETE SHALL CONFORM TO (A.S.T.M. C-94). 11. PLACEMENT OF CONCRETE SHALL CONFORM THE 2001 C.B.C. AND A.CJ 304. CLEAN AND ROUGHEN BY REMOVING THE ENTIRE SURFACE AND EXPOSING AND EXPOSING CLEAN AGGREGATE SOLIDLY EMBEDDEN IN THE MORTAR MATRIX. 12. ALL EXPOSED CONCRETE SHALL HAVE A SMOOTH FORM FINISH USING B-B PLYFORM, CLASS I, EXT-A.P.A. PLYWOOD. 13. ALL SLABS SHALL HAVE A TROWELED FINISH EXCEPT AS NOTED ON THE DRAWINGS. 14. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS AND INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. 15. IF THE CONTRACTOR DESIRES TO MAKE ANY CONSTRUCTION JOINTS OTHER THAN THOSE SHOWN ON THESE DRAWINGS. HE SHALL SUBMIT DETAILS OF CHANGES TO THE ENGINEER OF RECORD FOR REVIEW AND THE ENGINEER OF RECORD SHALL SUBMIT THE CHANGES TO THE D.S.A. FOR APPROVAL, PRIOR TO STARTING OF WORK. 16. NO BRICK OR POROUS MATERIAL SHALL BE USED TO SUPPORT FOUNDATION STEEL OFF THE GROUND. 17. PROVIDE 3/ 4 INCH CHAMFER ON ALL EXPOSED CONCRETE CORNERS, U.N.O. 18. SLEEVE PLUMBING OPENINGS IN SLABS WITH NON-CORROSIVE SLEEVE BEFORE PLACING CONCRETE AND BEND REINFORCING AROUND SLEEVES. 19. ALL REINFORCING BARS SHALL BE PROVIDED WITH THE FOLLOWING CONCRETE MINIMUM COVER: FOOTINGS CAST AGAINST EARTH FORMED CONCRETE EXPOSED TO EARTH OR WEATHER BEAMS AND GIRDERS WALLS COLUMN TIES SLABS (#11 AND SMALLER) 3" 2" 1 1 /2" 1 1 /2'' 1 1 /2" .3/4" 20. CONCRETE CURING: TYPICALLLY REQUIRED FOR 10 DAYS TO ACHEIVE A MINIMUM OF 60% OF THE SPECIFIED 28 DAYS STRENGTH PRIOR TO INSTALLATION OF OTHER MAJOR STRUCTURAL COMPONENTS. FOUNDATION: 1. ATTACH ONE COPY OF SOILS REPORT TO THE APPROVED SET OF CONSTRUCTION DOCUMENTS. SOILS REPORT SHALL BE PART OF THESE NOTES. PRIOR TO THE POURING OF CONCRETE AND PRIOR TO THE CONTRACTOR REQUESTING A BUILDING DEPARTMENT FOUNDATION INSPECTION, THE GEOTECHNICAL ENGINEER SHALL INSPECT AND APPROVE THE FOOTING EXCAVATIONS. HE SHALL POST NOTICE ON THE JOB SITE AND ADVISE THE BUILDING INSPECTOR IN WRITING THAT THE WORK SO INSPECTED MEETS THE CONDITIONS OF THE REPORT. A WRITTEN CERTIFICATION TO VERIFY THAT: A. THE BUILDING PAD WAS PREPARED IN ACCORDANCE WITH THE SOIL REPORT. B. THE UTILITY TRENCHES HAVE BEEN PROPERLY BACKFILLED AND COMPACTED, AND C. THE FOUNDATION EXCAVATIONS COMPLY WITH THE INTENT OF THE SOILS REPORT. 2. SOILS REPORT PREPARED BY: .3. 4. 5. GEO SOILS PROJECT No. W.0.1541-SD, DATED JUNE 14, 1993 SOIL REMOVAL AND RECOMPACTION SHALL BE DONE PER SOILS REPORT RECOMMENDATIONS UNDER GEOTECHNICAL ENGINEER'S SUPERVISION AND INSPECTION. TYPE OF FOOTING: A. SHALLOW FOOTING SYSTEM MINIMUM EMBEDMENT 18" BELOW LOWEST ADJACENT GRADE. DESIGN SOIL PRESSURE: FOOTING TYPE SPREAD FOOTING CONTINUOUS FOOTING STATIC BEARING PRESSURE 2,000 P.S.F. 2,000 P.S.F. SLAB BASE AND COMPACTION TO BE IN ACCORDANCE WITH SOILS REPORT. 6. NO PIPES OR DUCTS SHALL BE PLACED IN SLABS OR WALLS UNLESS SPECIFICALLY DETAILED OR APPROVED BY THE ENGINEER. 7. FOR ALL DIMENSIONS, CURBS, SLAB DEPRESSIONS, STEPS, FLOOR DRAINS, FLOOR SINKS, TRENCHES, UNDERFLOOR DUCTS AND CONDUITS, SEE ARCHITECTURAL, MECHANICAL, REFRIGERATION, AIR CONDITIONING, PLUMBING, ELECTRICAL, AND FOODSERVICE DRAWINGS, TRENCH BACKFILL AS PER SOILS REPORT REQUIREMENTS. 8. ALL WALLS RETAINING EARTH SHALL DRAIN TO DAYLIGHT OR OTHER DRAINAGE. 9. ALL ABANDONED FOOTINGS, UTILITIES, ETC., THAT INTERFERE WITH NEW CONSTRUCTION SHALL BE REMOVED. 10. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF UTILITY SERVICES IN AREAS TO BE EXCAVATED BEFORE BEGINNING EXCAVATION. EXERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING. DAMAGE CAUSED AS A RESULT OF FAILING TO EXACTLY LOCATE AND PRESERVE ALL EXISTING UNDERGROUND UTILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR. 11. THE CONTRACTOR SHALL PROVIDE FOR THE DESIGN, APPROVALS, PERMITS, INSTALLATION AND MONITORING OF ALL CRIBBING, SHEATHING AND SHORING REQUIRED TO SAFELY RETAIN TEMPORARY EXCAVATIONS. 12. ALL PLANTERS IN CLOSE PROXIMITY TO THE STRUCTURE SHALL HAVE ADEQUATE DRAINAGE OF SURFACE WATER TO PREVENT SATURATION OF SOIL UNDER FOUNDATION. 13. THE SOIL EXPANSION INDEX IS LOW PER SOIL REPORT. 14. 2001 C.B.C. SEISMIC SOIL CATEGORIZATION SEISMIC ZONE: 4 ZONE FACTOR: 0.4 SOIL PROFILE TYPE Sc 9. SLAB ON GRADE REINFORCING SHALL BE POSITIONED AT MID-DEPTH, UNLESS NOTED OTHERWISE. 10. PROVIDE #3 SPACER TIES AT 2' -6" ON CENTER IN ALL BEAMS AND FOOTINGS TO SECURE REINFORCING BARS IN PLACE, U.N.O. 11. PIPING AND CONDUIT SHAlL BE SO FABRICATED AND INSTALLED THAT CUTTING, BENDING, OR DISPLACEMENT OF REINFORCEMENT FROM ITS PROPER LOCATION WILL NOT BE REQUIRED. A.C.I. #6.3.12 GENERAL NOTES: 1. THE PROJECT SPECIFICATIONS SHALL BE PART OF THE CONTRACT DOCUMENTS. 2. THE STRUCTURAL DRAWINGS ARE TO BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS. .3. 4. 5. THE CONTRACTOR SHALL REVIEW EXISTING CONDITIONS ON THE SITE DURING THE BIDDING. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING WORK. THE ARCHITECT AND ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES PRIOR TO PROCEEDING. UNLESS OTHERWISE SHOWN OR NOTED, ALL PHASES OF WORK ARE TO CONFORM TO THE MINIMUM STANDARDS OF THE 2001 C.B.C. (CALIFORNIA BUILDING CODE), AND ANY A.S.T.M. SPECIFICATIONS ON WHICH THESE STANDARDS ARE BASED. WHERE CONFLICT BETWEEN BUILDING CODES AND SPECIFICATIONS OCCURS, THE MOST STRINGENT REQUIREMENTS SHALL GOVERN. ALL A.S.T.M. DESIGNATIONS REFERRED TO ON THESE DRAWINGS SHALL BE THE LATEST ADOPTED OR REVISED SPECIFICATION, AS OF THE DATE OF THESE DRAWINGS. 6. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS, SECTIONS AND DETAILS. DRAWINGS SHALL NOT BE SCALED FOR CONSTRUCTION PURPOSES. 7. NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 8. THE STRUCTURAL DRAWINGS SHOW ONLY THE BASIC STRUCTURAL REQUIREMENTS. REFER TO CIVIL, ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR NON-STRUCTURAL ITEMS, SUCH AS: A. SIZE AND LOCATION OF ALL OPENINGS. B. SIZE AND LOCATION OF ALL NON-BEARING WALLS. C. SIZE AND LOCATION OF ALL CONCRETE CURBS, WALKS, ROOF AND FLOOR DRAINS, SLOPES, DEPR[SSED SLAB AREAS, ETC. D. FLOOR, ROOF AND WALL FINISHES. E. DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS. 9. THE STRUCTURAL CONTRACT DOCUMENTS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS OTHERWISE INDICATED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. 10. NEITHER THE OWNER NOR THE ARCHITECT/STRUCTURAL ENGINEER WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING AND BRACING AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE SAFETY ITEMS. 11. SATISFACTORY EXECUTION OF CONSTRUCTION IS DEPENDENT UPON CONFORMANCE WITH THE INTENT OF THESE DRAWINGS. OWNER OR CONTRACTOR SHALL RETAIN A CALIFORNIA LICENSED CIVIL OR STRUCTURAL ENGINEER DURING CONSTRUCTION TO OBSERVE THE CONSTRUCTION AND STATE THAT THE STRUCTURE HAS BEEN BUILT IN GENERAL CONFORMANCE WITH THE INTENT OF THESE DRAWINGS. 12. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS OR ROOF. LOAD SHALL NOT EXCEED DESIGN LIVE LOAD FOR EACH PARTICULAR LEVEL. WHEN WEIGHT OF MATERIALS OR EQUIPMENT MAY EXCEED DESIGN LOAD, STRUCTURAL SYSTEMS SHALL BE SHORED. 1.3. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK. THE DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. fl\ 1/,S R{J/LT DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DESIGN BASIS: CODE: 2001 C.B.C. (CALIFORNIA BUILDING CODE) GRAVITY LOADS: 1. FLAT ROOF LIVE LOAD PITCH ROOF 20 P.S.F. (REDUCIBLE) 16 P.S.F. LATERAL LOADS: 1. SEISMIC ZONE 4 SEISMIC SOURCE TYPE A DISTANCE TO CRITICAL SOURCE > 10 Km Ca = 0.44 Na = = 1.0 Cv = 0.64 Nv = 1.0 R = 4.5 I = 1.0 SEISMIC BASE SHEAR: V = 0.244W (ULTIMATE DESIGN) V = 0.175W (ALLOWABLE DESIGN) 2. BASIC WIND SPEED & EXPOSURE 70 M.P.H. EXPOSURE "C'' REINFORCING STEEL: 1. ALL REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH THE C.B.C., AND THE "MANUAL OF STANDARD PRACTICE" BY THE C.R.S.I. OR AS MODIFIED BY THE CONSTRUCTION DOCUMENTS. 2. .3. 4. 5. 6. 7. 8. REINFORCING BARS SHALL CONFORM TO A.S.TM. A-615, DEFORMED GRADE 60. REINFORCING BARS THAT ARE TO BE WELDED SHALL CONFORM TO A.S.T.M. A-706, DEFORMED GRADE 60. WELDING OF REINFORCEMENT SHALL BE IN ACCORDANCE WITH A.S.T.M. A-706 WITH LOW HYDROGEN ELECTRODES AND SHALL CONFORM TO U.B.C. STANDARD 1921.2.6 AND STRUCTURAL WELDING CODE REINFORCING STEEL BY A.N.S.I. / A.W.S. D1 .4. MINIMUM TENSILE STRENGTH OF WELD METAL SHALL BE 90 K.S.I. ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS. ALL REINFORCING BAR BENDS SHALL BE MADE COLD, UNLESS OTHERWISE PERMITTED BY THE BUILDING OFFICIAL. WELDED WIRE FABRIC SHALL CONFORM TO A.S.T.M. A-185, AND SHALL BE LAPPED 1 SPACE AND 12" MINIMUM. DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE LAPPED WITH THE SAME GRADE, SIZE, SPACING AND NUMBER AS THE VERTICAL REINFORCEMENT, RESPECTIVELY. REINFORCING SPLICES SHALL BE MADE AS INDICATED ON THE DRAWINGS. ALL VERTICAL REINFORCING SHALL BE CONTINUOUS BETWEEN TWO LEVELS, UNLESS NOTED OTHERWISE. Oll1 '~'•_N Structurd~n~~•yt0, Inc. DA TE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL i'ij'\; ._; 12257 OLD Pm·,,.' <4i;~! ;,l<()AD, SUITE A t'/ . ,,:-,, ,.-- POWf, ~ fl . 2064 PHO(<!! (85$)1179-1974 FAX(858) 6~9 /975 \ ' -7 S1 .1 et1/AW...; u~---, .9-.c'f-t'o RCE Z9t7(c, EXP 3-3 /-17 , DATE -SHEET 067 REVIEWED BY, INSPECTOR CITY OF CARLSBAD ENGINEERING DEPARTMENT GENERAL NOTES DATE SHEETS l~'.m- CARLSBAD CITY LIBRARY LEARNING CENTER APPROVED BY: WILLIAM E~~ -u:?.M1t¼ /· .b 2-6-at- DEPUTY CITY ENGINEER PE#: 26176 EXP: 03-31-06 DATE OWN BY BN. I CH K D BY: ~~ RVWD BY: PROJECT NO. 4001 I DRAWING NO. 434-5 NAILING SCHEDULE CONNECTION NAILING 1 JOIST to sill or girder, toenail 3-8d BRIDGING to joist, toenail each end 2-8d 1" X 6" (25 mm X 152 mm) SUBFLOOR or less ta each joist, face nail 2-8d WIDER than 1" X 6" (25 mm X 152 mm) SUBFLOOR or less to each joist, face nail 3-8d 2" (51 mm) SUBFLOOR to joist or girder, blind and face nail 2-16d SOLE PLATE to joist or blocking, typical face nail 16d at 16" f 406 mm~ o.c. SOLE PLATE to joist or blocking, at braced wall panels 3-16d at 24" 610 mm o.c. TOP PLATE to stud, end nail 2-16d STUD to sole plate 4-8d toenail, or 2-16d end nail DOUBLE STUD, face nail 16d at 24" (610 mm) o.c. DOUBLE TOP PLATES, typical face nail 16d at 16" (406 mm) o.c. DOUBLE TOP PLATE, lap splice 8-16d BLOCKING between joists or rafters to top plate, toenail 3-8d RIM JOIST to top plate, toenail 8d ot 6" (152 mm) o.c. TOP PLATE, lap and intersections, face nail 2-16d CONTINUOUS HEADER, two pieces 16d at 16" ( 406 mm) o.c. along each edge CEILING JOISTS to plate, toenail 3-8d CONTINUOUS HEADER to stud, toenail 4-8d CEILING JOISTS, lops over partitions, face nail 3-16d CEILING JOISTSto parallel rafters, face nail 3-16d RAFTERS to plate, toenail 3-8d 1" (25 MM) BRACE ta each stud and plate, face nail 2-8d 1" X 8" (25 mm X 203 mm) SHEATHING or less to each bearing, face nail 2-8d WIDER than 1" X 8" (25 mm X 203 mm) SHEATHING to each bearing, face nail 3-8d BUILD-UP CORNER studs 16d at 24" (610 mm) o.c. BUILD-UP GIRDERS and BEAMS 20d at 32" (813 mm) o.c. at top and bottom and staggered 2-20d at ends and at each splice 2" (51 mm) PLANKS 2-16d at each bearing WOOD STRUCTURAL PANELS AND PARTICLEBOA~: SUBFLOOR and WALL SHEATHING (to framing): 3 1/2" (12.7 mm) and less 4 6d5 1¾32' -3/4" (15mm -19 mm) 8d or 6d 3 7 8" -1" (22 mm -25 mm) 8d 1 1/8" - 1 1/4" (29 mm -32 mm) 10d 4ar 8d5 COMBINATION SUBFLOOR-UNDERLAYMENT (to framing): 6d5 3/ 4" (19 mm) and less 7/8" -1" (22 mm -25 mm) Bd5 1 1/8" - 1 1/4" (29 mm -32 mm) 10d4cr al PANEL SIDING (ta framing)': 6d6 1/2'' f12.7 mm) or less 5/8" 16 mm) Bd 6 FIBERBOARD SHEATHING: 8 1/2" (12.7 mm) No. 11 ga4 6d9 25/32" (20 mm) No. 16 ga.8 No. 11 go 4 6d9 No. 16 ga. INTERIOR PANELING 4d10 1.4" (6.4 mm) 3/8" (9.5 mm) 6d 11 I. COMMON OR DOX NAILS MAY 8[ USED lXCEPl WHll<E OTHERWISE SlAllD. 2. NAILS SPAClD AT 6 INCHES (152 mm) ON CENTER Al EDGES, 12 INCIIES (305 mm) Al INTERl~EDIAlE SUPPORTS EXCEPT 6 INCHES (152 mm) AT ALL SUPrGRTS WHERE SPANS ARE 48 INCHES (1219 mm) OR 100RE. FOR NAILING OF WOOD STRUCTURAL PANEL AND PARllCLl80ARD DIAPIIRAGMS AND SHEAR WALLS, RffER TO SECTIONS ?.l15A.3.3 AND 2315A.4 NAILS FOR WALL SIIEAIHING llAY BE COl~i,ON, BOX OR CAS,NG 3. COMMON OR DEFORMED SHA'c< 4. COMMON 5. DEFORMED SHANK 6. COllROSION-RESISTANT SIDING OR CASING NAILS CONFORMING TO THE REQUIREMENTS OF SECTION 7J04A3. 7. FASTENERS SPACE J INCHES (75 mm) ON CENTER AT EXTERIOR EDGES AND 6 INCHES (152 cnm) ON CENTER Al INTERMEDIATE SUPflORTS. 8. CORROSION-RESISTANT ROOFING NAILS WITH 7/16-INCH-DIAl~ElER (11 mm) HEAD AND 1 1/7-INCH (38 mm) IENGTH FOR 1/2-INCH (12.7 cim) SHEATH,NG AND 1 J/4-INCII (H mm) LENGTH l°OR 25/32-INCH (20 c,m) SIIEATHING CONFORMING 10 Tl-I[ REQUIREMENTS OF SECTION 2304A.3. 9. CORROSION-RESISTANT STAPLES WITH NOMINAL 7/16-INCH (11 rrM) CROWN AND 1 1/8-INCH (29 mm) LcNGTH FOR 1/2-INCH (12.7 mm) SIIEATHING AND 1 1/2-INCH (JS mm) LENGTH FOR 25/32-l~CH (20 mm) SHEATHING CONFOlll,iNG TO TH[ REQUIREMEN1 S OF SE Cl ION 2J04A.J 10. PANEL SUPPORTS AT 15 1NCHES (406 mm) [20 INCHES (508 m-n) IF STRENGTH AXIS IN THE LONG DIRECIION OF 111[ PANF.l, UNLESS D"TIIERWISF MARKED]. CASING OR rlNISH NAILS SPACE_D 5 INCHE.S (152 rnm) ON PANEL EDGES, 12 1NCHES (305 ccm) Al INTER!,EDIAlE SUPPORTS. 11. PANEL SUPPORTS AT 24 1NCHES (610 mm). CASING OR FINISH NAII_S SPACED 6 INCHES (152 mm) ON PANEL CDGES, 12 INCHES (305 mm) AT INTERMEDIATE SUPPORTS. •A ■ • • • STRUCTURAL OBSERVATION: 1. PER C.B.C. CHAPTER 17 SECTION 1702A, THE OWNER SHALL EMPLOY A LICENSED ENGINEER OR ARCHITECT RESPONSIBLE FOR THE STRUCTURAL DESIGN, OR HIS DESIGNATED ENGINEER OR ARCHITECT OT MAKE SITE VISITS TO OBSERVE GENERAL COMPLIANCE WITH THE APPROVED STRUCTURAL PLANS, SPECIFICATIONS AND CHANGE ORDERS. THE ENGINEER OR ARCHITECT SHALL SUBMIT A STATEMENT IN WRITING TO THE BUILDING OFFICIAL STATING THAT THE SITE VISIT HAS BEEN MADE AND THAT ANY DEFICIENCIES NOTED HAVE BEEN CORRECTED. THE FOLLOWING ITEMS SHALL BE COMPLETE WITHIN 48 HOURS OF THE TIME OF NOTIFICATION: A, NAILING OF THE ROOF DIAPHRAGM B. NAILING AND BOLTING OF SEISMIC STRAPS, WALL TIES AND OTHER LIGHT GAGE FRAMING ANCHORS SPECIFIED ON THE CONTRACT DOCUMENTS. 2. THE ENGINEER MUST BE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO EACH INDIVIDUAL CONCRETE PLACEMENT (POUR) OF THE CONCRETE FOUDATION. MACHINE APPLIED NAILING: 1. THE USE OF MACHINE NAILING IS SUBJECT TO A SATISFACTORY JOB SITE DEMONSTRATION FOR EACH PROJECT AND THE APPROVAL OF THE JOB SITE ENGINEER AND THE DIVISION OF THE STATE ARCHITECT. THE APPROVAL IS SUBJECT TO CONTINUED SATISFACTORY PERFORMANCE. 2. NAIL HEADS SHALL NOT PENETRATE THE OUTER PLY MORE THAN A NORMAL HAND HAMMER WOULD. 3. EDGE DISTANCES SHALL BE MAINTAINED. SHINERS SHALL BE REPLACED. IF NAILHEADS PENETRATE THE OUTER PLY MORE THAN WOULD BE NORMAL FOR A HAND HAMMER, OR IF MINIMUM ALLOWABLE EDGE DISTANCES ARE NOT MAINTAINED THE PERFORMANCE WILL BE DEEMED UNSATISFACTORY. 4. MACHINE NAILING WILL NOT BE APPROVED FOR PLYWOOD 5/16" OR LESS IN THICKNESS Summary of Special Inspection 1 Concrete 13.1 Verify soil conditions are substantially in conformance wilh 2 Bolts installed in concrete lhe soi! investigation report 3 Concrete moment resisting space frame 3.2 Verify that foundation excavations extend to proper depth 4 Reinforcing steel and prestressing steel and bearing strata 5.1 All structural welding 3.3 Provide soil compaction test results, depth of fill, relative 5.2 Weld lasting ductile moment-resisting steel frame density, bearing values 5.3 Welding reinforcing steel 3.4 Provide soil expansion test results, expansion index, 6 High-strength bolting recommendations for foundation, on grade floor slab 7 Structural masonry design for each building site 8 Reinforced gypsum concrete 14 Smoke control system 9 Insulating concrete fill 15 Special cases (describe) 10 Sproy-opplied fireproofing 16 Off-site fabrication of building components 11 Deep foundations (piling, drilled piers & caissons) 17 Other structural inspections as required by designer 12 Shotcrete No. DESCRIPTION OF TYPE OF INSPECTION REQUIRED, LOCATION, REMARKS, ETC. Design Strength 1 CONCRETE F'c = 3,000 P.S.I. (ALL CONCRETE, U.N.O.) 2 ALL BOLTS INSTALLED IN CONCRETE 4 PLACEMENT OF REINFORCING STEEL AT CONCRETE 17 SIMPSON "SET" EPOXY 16 ALL WELDING a. The special instructions listed are in addition to the called inspections required by section 108 of the C,8.C., as a'mended. Special inspection is not a substitute for inspection by a city inspector. b. Continuous inspection is always required during the performance of the work unless otherwise specified. When work in more than one category of work requiring special inspection is to be performed simul1aneously, or the geographic locolion of the work is such that it cannot be continuously observed in accordonce with the provisions of C.B.C. section 1701.8.1 It is the agent's responsibility to employ a sufficient number of inspectors lo assure that all the work is inspected in accordance with those provisions. 1.C.8.0. #5279 E-70XX c. The special inspections must be certified by the city of Carlsbad to perform the type of inspection specified. Exceptions: 1. Soils inspections by the soils engineer of record. 2. Smoke control system, by the mechanical engineer of record 3. When waived by the building officio!. d. II is the responsibility of the contractor to notify the special inspector or inspection agency at least on working day prior to performing any work the requires special inspection. e. Specially inspected work that is installed or covered without 1he approval of the city inspector is subject to removal or exposure. WELDING: 1. ALL WELDING SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF THE AMERICAN WELDING SOCIETY CODE 01 .1. (LATEST EDITION). 2. ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS. 3. ALL WELDING SHALL BE DONE BY THE SHIELDED ARC PROCESS USING APPROVED ELECTRODES PER A.W.S. SPECIFICATIONS E70XX (LOW HYDROGEN ELECTRODES). 4. ALL WELDS SHALL HAVE A WELD CONTROLLED SEQUENCE AND TECHNIQUE IN ORDER TO MINIMIZE SHRINKAGE, STRESSES AND DISTORTION. 5. ALL ELECTRODES FILLER MATERIAL SHALL BE A MINIMUM OF E70XX. 6. WELDING OF REINFORCING BARS TO BE IN ACCORDANCE WITH A.W.S. D1 .4. REINFORCING STEEL TO BE A-706, SPECIAL INSPECTION IS REQUIRED. 7. WELDING OF SHEET METAL SHALL BE IN ACCORDANCE WITH A.W.S. D1 .3. 8. SPECIAL INSPECTION IS REQUIRED FOR ALL FIELD WELDING. 9. ALL SHOP AND FIELD WELDING OF MOMENT CONNECTIONS OR MOMENT RESISTING FRAMES, AND ALL COLUMN SPLICE WELDS, SHALL BE TESTED AS PER C.B.C. LUMBER: 1. STRUCTURAL LUMBER SHALL BE STRESS-MARKED DOUGLAS FIR-LARCH S4S IN ACCORDANCE WITH GRADING AND DRESSING RULE NO. 16 OF THE WEST COAST LUMBER INSPECTION BUREAU (LATEST EDITION). 2. LUMBER SHALL NOT BE BORD OR NOTCHED, EXCEPT WHERE DETAILED. 3. SILLS AND PLATES IN CONTACT WITH CONCRETE OR MASONRY WITHIN 48 INCH OF GROUND SHALL BE PRESSURE TREATED DOUGLAS FIR-LARCH. 4. ROOF SHEATHING INSPECTIONS SHALL BE MADE PRIOR TO COVERING. ALL STRUT CONNECTIONS SHALL BE COMPLETED PRIOR TO INSPECTION. 5. METAL CONNECTORS SHALL BE "SIMPSON STRONG-TIE" OR EQUAL, EXCEPT AS SHOWN. FILL ALL HOLES OF THE PREFAB. CONNECTORS AS SPECIFIED BY MANUFACTURER. 6. LliMBER MINIMUM GRADE: A. HORIZONTAL MEMBERS: NO. 1 JOISTS AND RAFTERS NO. 1 PURLINS SUBPURLINS: NO. 1 2x4 NO. 1 2x6 OR LARGER NO. 1 6x BEAMS AND LARGER NO. 1 4x BEAMS AND SMALLER NO. 1 LEDGERS AND NAILERS NO. 1 7. ALL BOLTS AND LAG SCREWS SHALL HAVE STANDARD CUT WASHERS BETWEEN THE WOOD AND THE NUTS. SEE DRAWINGS FOR LOCATIONS OF PLATE WASHERS AS REQUIRED. BOLTS LAG SCREWS NUTS WASHERS A.S.T.M. A-307 A.N.S.I. B-18 A.S.T.M. A-563 A.ST M F 844 .. - E SAME DIAMETER OF THE SHANK 8. LEAD HOLES FOR LAG SCREWS SHALL HAVE TH FOR THE UNTHREADED PORTION OF THE SHAN DIAMETER FOR THE THREADED PORTION. ALL LA BY TURNING WITH A WRENCH AND NOT BY DR 9. STRUCTURAL PLYWOOD FOR ROOF AND WALLS INDICATED ON THE DRAWINGS IN ACCORDANCE PS 1-74. 10. ALL BOLTS, LAG SCREWS, AND WOOD SCREWS THE APPLICATION OF DRYWALL, PLYWOOD, PLA K, AND 70% OF THE SHANK G SCREWS SHALL BE INSERTED IVING WITH A HAMMER. SHALL BE A.P.A. RATED AS WITH U.S. PRODUCT STANDARD SHALL BE RETIGHTENED PRIOR TO STER, ETC. LE, USING COMMON WIRE NAILS. 11. ALL NAILING SHALL CONFORM NAILING SCHEDU PREDRILL ALL NAILS 20d AND LARGER AND WH ERE REQUIRED TO PREVENT SPLITTING. HALL NOT EXCEED 19%, BEFORE OF THE INSPECTOR OF RECORD 12. THE MOISTURE CONTENT OF WOOD MEMBERS S INSTALLATION. IT WILL BE THE RESPONSIBILITY TO VERIFY THAT THE CONTRACTOR HAS SUPPL MOISTURE CONTENT BEFORE INSTALLATION. THE IED LUMBER OF THE PROPER USE OF A HAND HELD MOISTURE CONTENT METER IS ACCEPTABLE. Jr\ AS 8{JILT DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION STEEL: 1. FABRICATION AND ERECTION TO CONFORM TO A.I.S.C. LATEST EDITION "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS" AND "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS ANIJ BRIDGES" EXCEPT AS OTHERWISE SHOWN OR SPECIFIED. 2. QUALIFIED AND CERTIFIED WELDERS SHALL BE USED FOR ALL WELDING. WELDING TO BE PERFORMED IN THE SHOP OF AN LOS ANGLES APPROVED FABRICATOR. ALL WELDING TO CONFORM TO THE LATEST EDITION OF THE AMERICAN WELDING SOCIETY STRUCTURAL WELDING CODE A.W.S. 01.1. 3. MATERIALS: STRUCTURAL "W" SHAPES ANGLES AND MISC. SHAPES BARS MORE THAN 5" DIAMETER MISCELLANEOUS PLATES MOMENT FRAME BEAMS MOMENT FRAME COLUMNS MOMENT FRAME PLATES STRUCTURAL STEEL PIPES WELDING ELECTRODES ANCHOR BOLTS TYPICAL STEEL CONNECTION BOLTS MISCELLANEOUS BOLTS GALVANIZING RUST-INHIBITING PRIMER STEEL TUBING STAIN LESS STEEL A.S.T.M. A-992 A.S.T.M. A-36 A.S.T.M. A-588 GRADE 42 A.S.T.M. A-36 A.S.T.M. A-913 A.S.T.M. A-992 A.S.T.M. A-572, GRADE 50 A.S.T.M. A53 TYPE E OR S, GRADE B A.W.S. A-5.1 OR A-5.5. A.S.T.M. A-307 A.S.T.M. A-325 A.S.T.M. A-307 A.S.T.M. A-123 TT-P-645 A.S.T.M. A.S.T.M. A-500, GRADE 8 (Fy = 46 K.S.I.) A.S.T.M. A-666 4. HOT -DIPPED GALVANIZE AFTER FABRICATION ALL STRUCTURAL STEEL AND CONNECTORS EXPOSED TO WEATHER. TOUCH UP DAMAGED GALVANIZING WITH GALVALLOY AFTER ERECTION IS COMPLETE. 5. CONNECTED MEMBERS SHALL BEAR ONLY UPON UNTHREADED PORTIONS OF BOLTS. 6. BURNING OF HOLES IS NOT ALLOWED. 7. INSPECTION OF WELDING SHALL CONFORM TO L.A.B.C. REQUIREMENTS (CHAPTER 17A). 8. THE STRUCTURAL STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION. 9. BOLT HOLES SHALL BE 1/16" LARGER IN DIAMETER THAN NOMINAL SIZE OF BOLT USED, UNLESS NOTED OTHERWISE. 10. ALL. STRUCTURAL STEEL SURFACES TO RECEIVE SPRAY-APPLIED FIREPROOFING, DR TO BE ENCASED IN CONCRETE OR MASONRY, SHALL BE LEFT UNPAINTED. 11. STRUCTURAL STEEL SHALL BE DELIVERED TO THE JOB SITE FREE OF EXCESSIVE RUST, MILL SCALE, GREASE, ETC. 12. OPENINGS SHALL NOT BE PLACED IN STEEL MEMBERS UNLESS SPECIFICALLY DETAILED. OR,!11;.,,N ~--~· . Structura~ 'H · 11¢:e: 'V10i Inc. ,, \. ~ Jw, .. 1 '.!"'.< 12257 OLD PO~~~bAD, SUITE A POW ,. .. 2064 PHO(~ii (858)'6°!9-1974 FAX(858) 61!11975 ' 1?,G< ESS / !;\4 <¥>-,.-.;. J, 0~ ~ ~.;-~t :::? No. S .1ft7 _.,, CJ ,--z_ w --_,....,,-, .. --------FR 0:: ..::::---. ~ -· --• cXP. ,~s·,c6 • ,:/ ..r-"4 st1tuc1u~~'v "15.-;;..""t- lf oFc,c,~ S1 .2 ..,,#~~~~ • L--9-,<'i--L" RCE -zan, EXP -:J•'!,{_,{L. DATE REVIE\./ED BY: INSPECTOR DATE [::] CITY OF CARLSBAD SHEETS '~7m 8 ENGINEERING DEPARTMENT GENERAL NOTES CARLSBAD CITY LIBRARY LEARNING CENTER ~;~ILLi ~::~sy, -'2-6.-~t. DEPUTY CITY ENGINEER PE#: 28176 EXP: 03-31-06 DATE OWN BY, ___.fil<~ I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY ___E&_ 4001 OTHER APPROVAL CITY APPROVAL RVWD BY, 434-5 - LAP PER SCHED. TYP. 40d OR 24" MIN. LAP HORIZONTAL REINFORCING • ;o • z -0 -• 2 N ' N CONC. BAR SIZE F'e #3 #4 #5 #6 #7 #8 #8#1q P.S.I. TENSION LAP SPLICES, INCHES 3,000 22 29 36 43 63 72 91 1 01 HARDROCK CONCRETE F'y = 60,000 P.S.I. (CLASS "A") NOTES: 1. SPLICE LENGTH SHALL BE DETERMINED FROM THE SIZE OF THE SMALLER BAR SPLICED. 2. DIVIDE BY 1.3 FOR NON-TOP BAR (LESS THAN 12" OF CONCRETE CAST BELOW) 3. CONCRETE MASONRY UNITS LAP 48d MIN. HORIZ & VERT. REINF. REINFORCING SHALL MATCH FOUNDATION REINFORCING MIN. FOOTING DEPTH "D" MUST BE MAINTAIN NOTES: ~ POINT OF THE STEPPED FOOTING, AS INDICATED ON THE PLAN -3" CLR. 3" CLR. 2x RISE, MIN. 1. STEP FOOTING WHERE SHOWN ON PLANS, AND AS REQUIRED TO MAINTAIN MINIMUM FOOTING DEPTH BELOW GRADE, AND AS REQUIRED TO ACCOMMODATE PIPES PER TYPICAL PIPE TRENCH DETAILS 2. REINFORCING TO MATCH SIZE AND SPACING OF FOOTING REINFORCING. 36d LAP 2'-0" MIN. TYP. • Ct:'. N _J (_) TYP. HORIZONTAL REINFORCING SPLICE TYPICAL STEPPED FOOTING 3 180 DEG BEND 2 1 /2" MIN. 11 d )I 135 DEG BEND TYPICAL BAR BENDS X OFFSET INTERSECTION REINFORCING BAR BEND REINFORCING BAR BEND SIZE DIAMETER ("D") #3 TO #8 6d #9 TO #11 8d # 14 TO #18 1 Od 90 DEG BEND NOTE: z ' -0 2 N -. tD CAP STIRRUPS MAY BE USED WHENEVER 135' CLOSED STIRRUPS ARE SHOWN IN GRADE BEAM ONLY NOTE: ALL BENDS SHALL BE MADE COLD ·---- C k • ' '-' _J ' Ct:'. 0 • ::, ' k • C 6L 1 "d '' VE CAP STIRRUP <( . -z 0 -2 w z' o- BAR CLEARANCE RTICAL NF. REI k/ WIRE TIE TYP. p,( OWL OR BAR ~ co SHALL MATCH HORIZ. INTERSECTION BARS RNER ' ' WALL REINF. TYP. 36 DIA. LAP 2' -0" MIN. / r • • • / l) 7 <~ > ( / ~ . -• 36 DIA. LAP ' 2' -0" MIN. ' ' ~2 VERT. 2 VERT. BARS BARS ~ INTERSECTION END 6 TYPICAL CONCRETE FOOTING REBAR BAR COMPRESSION LAP SIZE "Le" (IN.) #3 15" #4 20" #5 25" #6 30" #7 35" #8 40" #9 45" #10 5011 #11 55" F'y = 60 K.S.I. NOTES: 1. ALL VERTICAL REINFORCING FOR COLUMN, PIERS AND WALLS SHALL BE DOWELED AS SHOWN, UNLESS NOTED OTHERWISE. 2. DOWELS SHALL BE THE SAME GRADE, SIZE, QUANTITY AND/OR SPACING AS VERTICAL REINFORCING. 3. WHEN "Le" OR "Lt" IS NOT SPECIFIED ON DRAWING, USE TENSION LAP "Lt" 7 TYP. VERTICAL REINFORCING TENSION & COMPRESSION LAP SPLICE 4 " . 0-:'v ,y,., z o- f-0 {/) w w 00 \ ~ ~§ l\ Z ffiLL -PIPE TO BE CLEAR SLEEVE BY 1 /2" ALL AROUND 6"¢ PIPE MAX. SLEEVE ~..c=~~=-.,-~· z SLEEVE -~/~~ J;: ~ 2 N g"l 2-#3 PIN EA. FACE ' z a-, -2 #4 @ 12" 6" 6" \_J BACK FILL 1 '-6" MIN. I CONC. FILL TO BE IN PLACE J BEFORE FTG. IS POU RED. PLACE MIN. FOOTING J PIPE SAME WIDTH AS FTG. AND FULL WIDTH OF PIPE TRENCH PIPE AT FOUNDATION WALL (PIPE IS MORE THAN 2' -6" BELOW FINISH GRADE AND PASS THRU FOUNDATION WALL.) NOTES: 1. INSIDE DIAMETER OF SLEEVE TO BE 1" LARGER THAN OUTSIDE DIAMETER OF PIPE 2. SLEEVES SHALL BE NON-CORROSIVE, FILL VOID W/ OAKUM AT EA END. 3. IF PIPE IS IN PLACE PRIOR TO POURING CONC. WRAP PIPE WITH 1" GLASS WOOL INSULATION BEFORE POURING CONC. IN LIEU OF SLEEVE. TYPICAL PIPE THRU FOOTING CORNER ~ A1 VERT. 36" DIA. LAP BARS 2'-0" MIN. / / fa/ • • - / 36 DIA. LAP 2' -0" MIN. • 1 VERT. BARS 2 VERT\_ BARS -'-" INTERSECTION END PLAN VIEW 2 NO EXCAVATION FOR PIPE TRENCH PARALLEL TO FTG BELOW THIS LINE ORIG)N Structura~ff-. ~evift@1 I11c. ,! !ii .-.. ---<· 12257 OLD PO~! .ia:._ ,QQ_, j:<£<bAD, SUITE A POW'~A~064 PHOt,Ji! (8~8) ~J9-1974 Fft.¥(858) 6,s 1975 1 S1 .3 REVIE'wED BY• INSPECTOR DATE t-----t-----i-' .... .il.£.fli.//Ll _______ -=~--=------------+-1----+--__ -__ -__ -+--__ -_-____ --t_-___ -____ _,~ crTErGIN~rNG ~~~fu~N~AD I----+----+----------------------------------------·----·· -------+- SHEETS '~lm I----+---+------------------+----------.. ---------------·----··- I----+----+--------------------------------TYPICAL DETAILS --+-----·-·---------- CARLSBAD CITY LIBRARY LEARNING CENTER APPROVED BY•_WILLIAM__sJ;':,)MMER ~4H-'t', ~· •~ .... ---~--2-t;, -0" ---+----+------------ -+-----+---------------- DEPUTY CITY ENGINEER PE#• 28176 EXP• 03-31-06 DATE ---------------+--1 ~;=:;:;=====;--;:========;-;=====~ ---------------□_-A_TE_··~--_1Ni_TIA_-L-_:-_-□_A-=_TE=:=1N=ITI_A-L~: gRHVWW~D08 BBY~y:_ ::a ~-P-RjO_JQE_CQ_T1_N_O_. ~I DR4A3Wl4N~5NO. REVISIOfJ DESCRIPTION OTHER APPROVAL CITY APPROVAL .. . DATE INITIAL ENGINEER OF WORK --·-----------+------------------·----------j HOLDOWN STUD~ \ HOLDOWN STUD ANCHOR EMBEDMENT ALLOWABLE PER PLAN AND MARK HOLDOWN HEADER SCHEDULE SCHED. HOLDOWN PER STUD BOLT BOLT "o" LOAD PLATE 3/16 x 2" SQ. PLAN /2\ HD2A 4x 2 -5/8'\<l 5/8"¢ 1 2" 2775 STUDS PER PLAN WASHER, TYP. ' ROOF FLOOR & HD5A 4x 2-3/ 4"¢ 3/4"¢ 14" 4010 ANCHOR BOLT PER PLAN SPAN SIZE SPAN SIZE ffi HD6A 4x 2-7 /8"¢ 7 /8"¢ 15" 5105 AND SCHEDULE. MIN. SILL PLATE HEADED BOLTS 5/8"¢ x 12" A.B. @ 48" O.C. o' TO 4'-o" 4 X 4 o' To 4' -o" 4 X 6 & PER PLAN PER SCHED. HD8A 4x 3-7 /8"¢ 7 /8"¢ 18" 7460 ~ j 4' -1" TO 6' -0" 4 X 6 4'-1" TO 6'-0" 4 X 8 A HD10A 4x 4-7 /8"¢ 7 /8"¢ 34" 9540 I\ ·illl ----~ 6'-1" TO 8'-0" 4 X 8 6' -1" TO 8' -0" 4 X 10 0 A 4-1 "¢ 1 "¢ 34" [±J I 1 -; Cl LL 0:: HD14A 6x 13380 .> . ',. ~ ~ w 8' -1" To 1 o' -o" 4 X 10 8'-1'' To 10'-o" 4 X 12 [7 0:: oO A HD15 5-1 "¢ 1 1/4"¢ 34" ' ' I I 6x 15305 I I (/') ·U 10'-1" TO 12'-0" 4 X 12 10'-1'' TO 12'-0" 4 X 14 , <( Oz ~ i 0 w<( PHD2 4x 10-SDS1/4X3 5/8"¢ 14" 3610 . > z co I I w 20 I "" ww ;5~ PHD5 4x 14-SDS1/4X3 5/8"¢ 15" 4685 .'-. I 6" 6" I u 0 I 0:: <( ~ -6" I I ow 18-SDS1 / 4X3 f-LL I PHD6 4x 7 /8"¢ 18" 5860 i. . . ~~~~w 1 7 ·v " 0:: £ 24-SDS1/4X3 ' _J PHD8 4x 7 /8"¢ 18" 6730 nu />,.y;:: :/:. . -~ ~ ~2x SCAB x 2'-6"± LONG W/ 2-16d EA. NOTES: END. PREDRILL 1 1 /2"¢ HOLE FOR ANCHOR NOTES: BOLT AND 5 DIA. x 3/8" DEEP HOLE FOR NOTES: 1. HOLDOWN SHALL BE "SIMPSON STRONG-TIE" SILL PLATE 1 . THIS SCHEDULE APPLIES, UNLESS NOTED OTHERWISE. WASHER 1. WHERE STUD AND ANCHOR BOLT INTERFERENCE OCCURS OR EQUAL. PRESSURE TREATED PROVIDE SCAB PER EB 2. FOR 2 x 6 STUD WALL, USE 6x WITH SAME DEPTH 6" 2. HEADED ANCHOR BOLTS MUST BE TIED IN PLACE, PER SCHEDULE. PRIOR TO POURING OF CONCRETE. MIN. 2. MINIMUM 2 ANCHOR BOLTS PER PLATE. ( 7 ~ ( 4 ~ / '\ ( 1 ~ TYPICAL HEADER TYPICAL HOLDOWN ANCHOR TYP. SCAB @ STUD OVER BOLT 2 TYPICAL SILL BOLT LAYOUT \_ / 4' -0" MIN. LAP BETWEEN UPPER & LOWER PLATE'S -r\r---r"v---r'v--O'.'. STUD PER w 1 1/2" 3 3•; IGd, PER SCHFD. PLAN 0:: ,-BORE 1" DIA. HOLE BEFORE MIN. ~ I/STUD PER Cc) ~ ~ (/') [l_ MAKING SAWCUT 16d @ 6" O.C. PLAN -w I w STAGG. TYP. u 0 --------- 5 r r I I I I I I I I 1/HOLDOWN ANCHOR '..,. <c 7 T ' T I I I I I z '-.... VDD NOT OVERCUT r PER PLAN, WHERE w n OCCURS O'.'. z -w <( + I I 'R 3c f-I I " ' ' Ix I JOINTS IN LOWER PLATE "'" Ir\ ~ ~ .. ~ ~ I ii ~ + ~· TO BE OVER CENTER OF E.N. +I .> "" STUD OR MULLION, TYP. \ HOLDOWN ANCHOR I I E.N. E.N. I I ' E.N. E.N. E.N. (/') [/) '&. w _J (/') [l_ PER PLAN, WHERE -w NAILED SPLICE I w OCCURS DO NOT u 0 OVERCUT 5 , sf-z '-.... n w CORNER INTERIOR INTERIOR 0:: z w <( I I NOTES: 3c f- 1. NUMBER OF NAILS OR BOLTS LISTED SHALL BE USED EACH SIDE OF UPPER & LOWER PLATE JOINT SHEAR WALL NON-SHEAR WALL 01t·:.:;',N 2. MIN. SPLACE NAILING: 16d @ 12" O.C. ( 8 ~ / ' ( 3 ~ Structura.~61'! ;,~ i,l-191 Inc. TYPICAL NOTCHING OF BEAM TYPICAL TOP PLATE SPLICE 6 TYPICAL WALL INTERSECTION -PLAN VIEW ~;· ,_ . :, ' / w .· .·' END OF LEDGER 122s7 OLD Prn~iOAD, suITE A POW ,. ' 064 BORED HOL\\ ,. 2"0" MIN. ANCHOR PHONji(8 $)'619-1974 1 1 /2"¢ MAX. -I , F!>:Jf, (858) 6'/~ 1975 TYP. ·1 0 BOLT ' * ,, " --~) I NOTES: n 7" 7" 7" WHERE DEPTH OF NOTCH IS GREATER ~(-OfESS/~ ....___ ,. THAN "D/5", PROVIDE ANCHOR EACH Cl \ NOTCHING OF JOIST, RAFTERS & N ,S> ~ I. 04'. , w SIDE OF NOTCH g~ ~t 0 -BEAMS ARE NOT PERMITTED , P, I/. ::°: No•o/ Z , f:B . . ~ " " 0 -----{ < >. ~ > , ----- C-------IJ cs. /~ ---~ . * 128· .. 10 * -/ MrRuc1u'l,>"c%-"' JOIST RAFTER. AND BEAM LEDGER * "'t OF c~c,~ S1 .4 "D"/2 MAX. "W" EQ. EQ. /4/&;e~ ........ .., q_l{S.:-Lo • BORED HOLEX\ ANCHOR\ BORED HOLE~ RCE ?.,_lJt_7, EXP. ~-3 t, t;:2. DATE 1 1 /2"¢ MAX. 2"0" MIN. 5" 3" 5" 6" 5" "W/3"¢ MAX. BOLT ~ TYP. ~A . N ~ f TYP. I'-.. REVJE\,/ED BY, ;-... ' ~1 0 ::a, NOTES: -nr \ ·oc -INSPECTOR DATE 0 ~--. --,r1 n1 r~ o "-! "' ---~ b----> NOTCHING OF STUDS , Cl ' Cl IS NOT PERMITTED Ii\ /l'i 8U/lt c::J w CITY OF CARLSBAD SHEETS I "D"/2 J J * 1~7 j.,_3:1' 0 ENGINEERING DEPARTMENT * * WHERE NOTCH IS GREATER THAN 1 " 12 GA. STRAP W/ 4-16d WHERE DEPTH OF NOTCH IS GREATER TYPICAL DETAILS PROVIDE A 12 GA. STRAP x WIDTH EA SIDE. (2-16d TO EA. THAN "D/5", PROVIDE ANCHOR EACH STUD OF TOP PLATE PLATE, EA. SIDE)* SIDE OF NOTCH CARLSBAD CITY LIBRARY LEARNING CENTER DOUBLE TOP PLATE SILL PLATE APPROVED BY WILLIA~MER dt?~ , 'f"_· ~......... z-,(,-~6 DEPUTY CITY ENGi NEE #:28176 EXP: 03-31-06 DATE ~ OWN BY: 3.N. I PROJECT NO. I DRAWING NO. TYPICAL NOTCHING DAlE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CHKD BY: _8,&__ 4001 CITY APPROVAL RVWD BY: 434-5 TRIM STUD WHERE OCCURS AT END OF WALL HOLDOWN POST PER SCHEDULE SOLE PLATE\ * / HOLDOWN ........ PER PLAN ........ STUD WALL PER PLAN THREADED ROD, PER SCHEDULE -•~HOLDOWN PER PLAN ~DBL TOP PLATE PLYWOOD EDGE NAILING _j+----------n AT HOLDOWN STUD il HOLDOWN POST PER SCHEDULE + + + + * MINIMUM BOLT END DISTANCE IS 7 DIA., BOLTS SHALL NOT BE OVER-TORQUED. WALL PER PLAN SHEATHING + PER PLAN + \JOIST PER PLAN SHEATH'G PER PLAN + + / WALL PER PLAN I I I SHEATHING PER PLAN I I I \JOIST PER PLAN SHEATH'G PER PLAN HOLDOWN HOLDOWN STUD THREADED ALLOWABLE STUD BOLT ROD LOAD HD2A 4x 2-5/8"¢ 5/8"¢ HD5A 4x 2-3/ 4"¢ 3/4"¢ HD10A 4x 4-7 /8"¢ 7/8"¢ NOTE: HOLDOWN SHALL BE "SIMPSON STRONG-TIE" OR EQUAL. 2775 4010 9540 TYP. FLR-TO-FLR HOLDOWN 5 X 6 MARK 0 ® © ® © E.N. 3x BLK'G @ PLYWD, JOINTS E.N. 2x BLOCKING @ MID- HEIGHT OR 8' -0" O.C. MAX. 4'-0" MIN. . . . . ---rr :Ill F.N~I-I ·Ill 11 11 3x BLK'G TOP PLATE LAP PER @ F.N. E.N. DBL TOP PLATE HEADER PER PLAN --+--AND SCHEDULE "A35" ~16d @ 12" O.C. ~=;;'=PH-I STAGG., TYP. PROVIDE 2 JAMB STUDS E N WHERE OPENING EXCEEDS · · PROVIDE TRIMMER STUD 5' -0" OR HOLDOWN AT OPENING OVER 6' -0" ' STUD WALL PER PLAN-f+++--~ POST WHERE HOLDOWN ==;:='ill OCCURS -Tr--1 AN CH OR BO LT ------.._______ PER SCHED. F.N. 3x BLK'G 11 l"A35" WHERE SILL PLATE PER @ ~'ti-=±~~~c:::r====='=t=:f='::E::-_IT_oc=cuRs=I I. E.N. -- 1~-HOLDOWN PER PLAN PLYWOOD NAILING EDGE FIELD END SILL DOUBLE SILL SHEAR TRANSFER ANCHOR BOLT SHEAR TRANSFER AT NAILING NAILING STUD PLATE TOP PLATE AT FLOOR TOP PLATE 15/32" STRUCT I 10d 6" o.c. 12" O.C. 2x 2x 15/32" STRUCT I 1 Od 3" O.C. 12" o.c. 3x 3x 15/32" STRUCT I 1 Od 2" 0.C. 12" O.C. 3x 3x 15/32" STRUCT I (BOTH SIDES) 10d 3" O.C. 12" O.C. 3x 3x 15/32" STRUCT I (BOTH SIDES) 1 Od 2" o.c. 12" O.C. 3x 3x NOTES: 1. ALL NAILS SHALL BE COMMON WIRE NAILS. 1 Od COMMON WIRE SHALL BE 0.148"¢ x 3" 1 Od GALV. BOX. SHALL BE 0.128"¢ x 3" (GALV. BOX NAIL SHALL BE HOT DIP OR TUMBLED.) 2x 2x 2x 3x 3x 2. PLYWOOD SHALL CONFORM TO PRODUCT STANDARD PSl-74 & SHALL BE BONDED w/ EXTERIOR GLUE. 16d @ 6" O.C. 5/8"¢ X 12" EMBED. @ 48" O.C. "A34" @ 12" O.C. SIMPSON "SDS1/4x6" @ 6" O.C. 5/8"¢ X 12" EMBED. @ 24" O.C. "A34" @ 6" O.C. SIMPSON "SDS1 / 4x6" @ 6" O.C. 5/8"¢ X 12" EMBED. @ 16" O.C. "A34" @ 4" O.C, ALT SIDES SIMPSON "SDS1 / 4x6" @ 4" O.C. 5/8"¢ X 12" EMBED. @ 12" O.C. "A34" @ 3" O.C., ALT SIDES SIMPSON "SDS1/4x6" @ 3" O.C. 5/8"¢ x 12" EMBED. @ 8" O.C. "A34" @ 2 1/2" O.C., ALT SIDE' 6. HOLES IN PANELS ARE NOT PERMITTED UNLESS DETAILED BY THE ENGINEER. 7. MINIMUM WIDTH OF PLYWOOD SHALL BE 2' -0" ALTHOUGH 4' -0" x 8' -0" SHEETS SHOULD BE USED WHERE POSSIBLE. 3. PROVIDE 3x STUDS & BLOCKING @ WALLS WHERE NAILING IS LESS THAN 3" O.C. 8. WHERE PLYWOOD IS APPLIED TO BOTH FACES, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. 4. NAILS FOR PLYWOOD PANELS & SILL PLATE SHALL BE COMMON OR GALV. BOX (U.O.N.). 5. PLYWOOD PANELS MAY BE APPLIED EITHER VERTICALLY OR HORIZONTALLY, BUT ALL EDGES SHALL BE NAILED TO STUDS, PLATES OR BLOCKING. 9. STAGGER NAILS AT ALL 3x MEMBERS. 10. DOUBLE SIDE SHEAR WALLS SHALL BE A MIN. OF 6" THICK WALL. 11. DOUBLE SIDE SHEAR WALLS SHALL HAVE A MIN. OF 4 x 6 END POSTS. 12. DOUBLE SIDE SHEAR WALLS SHALL HAVE A MIN. OF 4 x 6 MEMBERS AT EDGE NAILING. 8" 16" 16" I I --------7 -16d, TYP. TYP. DBL JOIST NAILING 1 Vall (LB./FT. 340 665 870 1330 1740 TYPICAL PLYWOOD SHEAR WALL SCHEDULE 2 "ST6236" TYP. \ \ I I ' __j 4x BLK G, TYP. I I 0 N --- TYP. STRAP AT VERT. I -I OPEN'G 4 DBL. JOIST PER~ PLAN, EA. SIDE OF OPENING "U 11 HGR., TYP. 4' -0" MAX. 0 N INTERRUPTED JOIST PER PLAN, TYP. TYP. HORIZONTAL OPENING 3 I ,4S /3UllT 12257 OLD PO~~~QQ-J<~~D, SUITE A P0\"1~~064 PHO~J,(858)~(9-1974 FN'. (858) ff(~-J975 ' / S1 .5 &#.Qaz <~zits---> 9-.tS::-M RC[ -za17, EXP. 3-3 l·r2. DATE REV!EwED BY, INSPECTOR DATE rsHEfT71 CITY OF CARLSBAD SHEETS l----t----+--------------t-------1--+----+---l ~ ENGINEERING DEPARTMENT l~7.:J.;3::f l----t----+--------------t-------1--+----+---l TYPICAL DETAILS CARLSBAD CITY LIBRARY LEARNING CENTER AP~'}9,ED BY,WILLIAM E,.eLVMMER 1----+---+--------------+------1--+----+---1 ~4'A:1!. ~ ~ ... ,'1'1'tH~=~~--'2-t.-a6 DEPUTY CITY ENGINEER PE#: 28176 EXP: 03-31-06 DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DWN BY: __lli_ __ I f----DA_TE~_IN_IT_IA_L-+-_DA_TE~_IN_ITI_AL_1 CHKO BY: R.J.o. OTI-IER APPROVAL CITY APPROVAL RVWD BY: _ PROJECT NO. 4001 I DRAWING NO. 434-5 16d @ 16" O.C. STAGGER DBL JST. UNDER_/ INTERIOR WALL PARALLEL STUD WALL PER PLAN f SHT'G PER PLAN TYPICAL NON-BEARING CONN. 7 16d @ 16" O.C. J5T. PER} PLAN STUD WALL PER PLAN f SHT'G PER PLAN CONT. BLK'G UNDER INTERIOR WALL PERPENDICULAR 2x BLK'G BTWN JST. W/3-16d MIN. 2 x 4 FLAT @ 4'-o" o.c. JST. PER PLAN :: a:: N __l :::-u / SHT'G PER PLAN 2 x 4 CONT. W/ 4 5 2-1 Od TO EA. JST. TYP. ~ sruo PER PLAN PARALLEL TYPICAL NON-BEARING CONN. FIELD NAILING\ (F.N.) \ EDGE NAILING (E.N.) TYPICAL HORIZONTAL DIAPHRAGM 3-16d EA. SIDE POST (SAME ~-' WIDTH AS STUDS) 16d @ 6" O.C. STAGG. . ~~ ' - ~~ - ~~ - _J TYP. BEAM TO POST 2x BLK'G BTWN JST. W/3-16d MIN. < - < - < - L SHT'G PER PLAN 2 x 4 CONT. W/ ~-BEAM PER PLAN THROUGH STUD EA. SIDE 2-1 Od TO EA. JST. TYP. JST. PER PLAN ~ STUD PEI< PLAN PERPENDICULAR 3 BOUNDARY NAILING (B.N.) \BLOCKING PER PLAN ' ~ • • • • . • • • I • • EDGE NAILING (E.N.) / PLYWOOD SHEATHING PER PLAN JOIST PER PLAN PLAN rRFM, CFR "EPC" "A35" EA. SIDE I AS /JtJ/t.T 2 NOTES: 1. PLYWOOD SHEATHING SHALL BE LAID PERPENDICULAR TO FRAMING WITH 4' -0" STAGGERED JOINTS. 2. MINIMUM PLYWOOD SHEET SIZE SHALL BE 2' -Q" X 4' -Q". 3. MINIMUM 3/8" NAILING EDGE DISTANCE. 4. BOUNDARY NAIL (B.N.) OVER ALL BEAMS, AND AROUND ALL OPENINGS. 5. ALL FLOOR SHEATHING SHOULD BE GLUED TO FRAMING MEMBER WITH A.P.A. APPROVED ADHESIVE. 6. PLYWOOD NAILING SHALL BE INSPECTED BY THE GOVERNING BUILDING AUTHORITY PRIOR TO COVERING. 1 S1 .6 @~<'?~·•n--<29-16"-/c> RCE 2 :J/]r,_ EXP :3 •3 / • /1, DATE REVIEwED BY• INSPECTOR DATE [SHml CITY OF CARLSBAD 1-SH-EETS- l---+---+----------------+---1--+---+----l ~ ENGINEERING DEPARTMENT I~~ l---+---+----------------+---1--+---+----l TYPICAL DETAILS CARLSBAD CITY LIBRARY ~EARNING CENTER APPROVED BY WILLIAM E.£W<_M}1ER 1-----+---1--------------+----+---+---+-----1 /41/~4 ... 'I", ~~-2 -~-a" DEPUlY CITY ENGINEER PE#: 28176 EXP: 03-31-06 DATE DATE INITIA.L DATE INITIAL CHKD BY R o 1---D~A=TE-+-1=N1~TIA~L+--------------+-----+----i----+---I DWN BY: ON ·-1 [ -PROJECT NO. 1 DRAWING NO. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD s/ J.. 4001 434-5 STEEL BEAM CONNECTION SCHEDULE STEEL SHEAR PLATE BOLTS BEAM THICKNESS WELD "A" DEPTH NUMBER DIAMETER TYPE W 6x 1/4" 2 3/ 4" A325N 1/4" W 8x 1/4" 2 3/4'' A325N 1/4'' W 10x 1/4" 2 3/ 4" A325N 1/4" W 12x 1/4" 3 7 /8" A325N 1 /4" W 14x 3/8" 3 7 /8" A325N 1 /4" W 16x 3/8" 4 7 /8" A325N 1/4" W 18x 3/8" 5 7 /8" A325N 5/16" W 21x 3/8" 6 7 /8" A325N 5/16" W 24x 3/8" 7 7 /8" A325N 5/16" W 27x 3/8" 8 7 /8" A325N 3/8" W 30x 1/2" 9 7 /8" A325N 3/8" W 33x 1/2" 10 7 /8" A325N 3/8" W 36x 1/2" 10 1 " A325N 7 /16" NOTES: 1. FOR SPECIAL STELL CONNECTIONS NOT NOTED. SEE FRAME ELEVATIONS, SECTIONS, AND DETAILS. 2. SLOTTED HOLES ARE NOT PERMITTED, UNLESS NOTED OTHERWISE. 3. SPECIAL INSPECTION IS REQUIRED FOR HIGH STRENGTH BOLTING (A-325) 2 1/2'' 1/2" 1 1/2" BEAM PER PLAN ' N '-.._ -- + + ·---,t -· I+ +I jc:: o_ 1: + ;.,-, jc:: +L-----@ SHEAR PLATE /p22Z::1' PER PLAN _/ BEAM PER "A" PLAN BEAM TO BEAM (TWO SIDE) FULL HEIGHT 3 SIDE TYP. BEAM PER PLAN REMARKS BEAM PER PLAN BEAM PER PLAN STIFFENER PLATE MATCH SHEAR PLATE THICKNESS 2 1/2" 1 /2" 3" 1 1/2" SHEAR PLATE PER PLAN PLAN /BCAM PER ' + ' s,- l'A') BEAM TO BEAM W6x OR SMALLER 1 /2" 2 1/2" 1 1/2'' ' N '-.._ - +I !=[L + ;.,-, jc:: +J ___ ---@ . "A" SHEAR PLATE PER PLAN BEAM PER PLAN BEAM TO BEAM (ONE SIDE) FULL HEIGHT TYP. STEEL BEAM CONNECTION SCHEDULE 6 L3x 3 x 3/8 x 0'-6" [ tX!STG f.JM. J/16 JS1 Pc.I? Pl/IN 2.H 1 1 /2" I I I BENT PLATE 3/(6" W/ 2 -5/8"() M. 8. • ~ - 3/ 16 Pll/TE 3/IG " 8 x /'-2 I /21' LJ 8 5/.IT'G PEI? PlJN J5T PER PLAN ' 2 ROWS 8N. BM PER PlllN 2-3/8"¢ LAG SCREW x O '-G" 2x LOGR W/ 2 RCWS 16d @ 16' STIIGG JST PER Pl4N 7 SHEAR PLATE WHERE OCCURS n 11, I COLUMN PER~ PLAN ~ /,L-=--=-~~-=--=-~" "WT" WHERE OCCURS SHEAR PLATE/ WHERE OCCURS PEffi TYP. "A" WHERE OCCURS "A" .. ___BJ __ \WT5111 WHERE OCCURS WHERE OCCURS . BEA PLA M PER N ' N N '-.._ '-.._ ---- u 0 n ■ ,R , I I I I I I I ~L ~ ~ --+ + I I + + + I I + I + I I + I I I i I I ', I 1 " CAP PLATE, MATCH FLANGE, WHERE OC ! /4' BM. CURS BEAM PER PLAN \ -, ? - 1 1 /2" I I i~COL. PER I ' PLAN ' BEAM PER - PLAN STIFFENER PLATE WHERE OCCURS "W" STIFFENER PLATE SCHEDULE STIFFENER WELD PLATE uW" REMARKS THICKNESS 3/16" 3/16" 1/4" 3/16" 5/16" 3/16" 3/8" 3/16" 1/2'' 1/4" PLAN VIEW 4 TYP. BM. TO COL. 2 TYP. STIFF. PLATE 1 STIFFENER PLATE 3/16" N.S. & F.S. (SHEAR PLATE WHERE OCCURS) ~ COL. & STIFF. PLATE PLAN COL. & STIFF. PLATE I (BM. PER i===~:==r========j STIFFENER PLATE 3/16" N.S. & F.S. (SHEAR PLATE WHERE OCCURS) ( BM. PER PLAN '-fl'========i CAP PIAIE 1/2" COL WIDTH/ + 6" x FLANGE WIDTH W/ 4-5/8" DIA. M.B. 3/16 TYP. BM. 4x NLR., WIDTH - TO MATCH FLANGE TO COL. I I I l~coL PER PLAN 1" MAX. CNTRSNK FLUSH, TYP. BM. PER---- PLAN NOTE: 3 SIDE 3/16 COL. PER PLAN WHERE COLUMN WIDTH EXCEEDS BEAM FLANGE WIDTH, COLUMN CAP WIDTH SHALL BE THE WIDTH OF THE COLUMN PLUS 1" 1 1/2'' TYP. FLANGE < 5" FLANGE > 5" DETAIL STUD SIZE & SPACING REMARK 5 5/8" DIA. NELSON THREADED STUD @ 12" 0.C. & FROM END OF NAILER 5A 5/8" DIA. NELSON THREADED STUD @ 24" O.C. & FROM END OF NAILER TYPICAL NAILER 5 DATE INITIAL ENGINEER OF WORK I I I 1 I I I I I 1t I - 1 1 /2" 1 1 /2" t ,4S 8lltlT CAP PLATE 1 /2" COL. WIDTH + 3" x FLANGE WIDTH W/ 2-5/8" DIA. M.B. 3 DA TE INITIAL REVISION DESCRIPTION OllffR APPROVAL S1 .7 ,d~· c:~, I''!,-'7-/.'£.·to. RCE '2.8l7(. EXP. 3• '.3 l •1'2.. DATE REV!E\./ED BY, INSPECTOR DATE [::] CITY OF CARLSBAD SHEETS \<j~;H 3 ENGINEERING DEPARTMENT TYPICAL DETAILS CARLSBAD CITY LIBRARY LEARNING CENTER APPROVED BY WILLIAM ?~~MER Ac.P/4-e,::,~-~.-,,-,,,.,,,so,~,.,,,,'\.._~-2, ~-I¼ DEPUTY CITY ENGINEER PE# 28176 EXP: 03-31-06 DATE DATE 11~117AL CITY APPROVAL DWN BY: 8.N. CHKD BY: RJ.O RVWD BY: I DRAWING NO. 434-5 ~-----~ PROJECT NO. 4001 cp cp i I I I I I i ' I , I I 0------~-__ i _______ -----,------------ 1 ! ! I I I , , I I I I ' I r:;\_ _____ ~ ___ I I v ! -j I I I 2 S6.1 ,--rr7 0--- ----t -i~H~~=::--:, I ® I I ' Hf------------,H I ' I I:;:==: I 0-------t-I I ® :( ® ® I ,-,7 I " I I L _ _J_ I I I I : I ~ I I 'a I C-4 I '~~ I F-1 ®7 I '-f------'C-- - 2 3 S4.2 1YP. 0 --------~. S4.2 C-2 0--I® 7 ~ •7 1 1 \---F ~ ,J <L_-1 11'-o" l ,, I F-3 . ~ 1 _ L,-· _J 0-----.. ~~-L_J'vL 1 7 '-'"'.___,~ F ·/ 0---~ ® cJ I _____,..~ cp I ' I I S6.1 4 , I I I I I 0-1 .F4 C-1 .C-4 - -- --------- - ---- - - -----------------------------·---------□ - 16'-3" ~ S4.2 ' I I I ,17 I~ ' D I scj- I ~ " , [XI ®I ._ ,-7 0 L_~ ~ F-1 ' I I :Cs> I I I I 11 f-------t---s. S5.6 i uP. 9 S4.2 °>-I I K C-1 C-2 ~ 11 I -I f-S-5_-6 h 7'-6" I I I I I I I O I L _ _J ,-~ I I I I I I I i~i I 11 S4.2 TYP. C-2 ~ ,-, -. I "" I L _ _J 5 S6.1 C-2 F-=T -7 ~ :Hl--1---1.riil I I I ~~ 1,~ I ~" --+--+-i; ~ L _J~ I I s ~F 1 -c'.. est I S4.2 111~~~ -I I 12 6 60'-2" I I I I I L ______ _ ' ,-7 I •· I d ._J F-1 6 S4.2 C-2 ~ 7 L " _J (,u_ ~ I I I I C-2 C 10 S4.1 ~-I I - I -r--------' I I C-1' F-4 I ~ • -~ I ' C-1 I~ D -------------0 --------------0 ' . ~ --------· - . 7 I I I I I ' I 8 S4.1 --------------0 I I -----------------------------0 I I J -<f}~!- ~ 0 ----------------------------0 F-3 i _. , 0-----~---_------------_._--_j _______ •-------• -~ I --i I L _s_4.1 :s=:.L_2~I: ls4.1 I ~::::;::::::::::::::;::::::::::~~:::;::;;j:::'.~~~;;i-fil_l+----ri" 9 ~ ,-~ ~ L~-W- 15 • • ' • -1--~ -i7 ---0 ·~ . .• ----------------------- ----, ___ u ' I e------r---- @--/ ~ -~-------- , I -(t ~/ i I ' I 00 FOUNDATION PLAN 12 S4. I ' ' A , ®= (9 114'-4" ' I ' cb - : l8l -.,_ ~ -------L _J 23'-7" <t I 5'-6'1 ' 8 0 7'-1"~ S4.1 I I I I I I 0 cb 0 G 8 19'-4" '~ 4'-o" ' 5 7 ,, " , S4.2,1 -I S4_ 1 , A-+-!--== J .. --t . . ~~~-~ -i ------------ - .2 ' ------------e I -1----- ' --- ------------ I S4 4 S4.1 13'-0" H SCALE 1 /8" = 1 '-0" I L N NORTH -7 ------------------------ - --------- I ' ------ I ' ~ ' I I I I I I ' ' I I I I I ' cb L M I'-.45 8UllT ---------- -----r---------------- -------------------------- ----------------------------------- -----------·---------------·--------- ---------------- - ------ . --- ---- DAIT INlllAL ENGINEER OF WORK REVISION DESCRIPTION -~ G ' ' ', __ @ ---- ---. ----------------- ----·---- ---------· --- ---------------------- ---- ------ -·-------·-------·---- ----------------··---·-DATE INITIAL OTHER APPROVAL LEGEND: INDICATES NEW 2 x 6 @ 16" O.C. STUD WALL -~ INDICATES NEW 2 x 8 @ 16" O.C. STUD WALL t = = = = ~ INDICATES WALL BELOW --- -·· ·--- INDICATES NON-STRUCTURAL WALL INDICATES EXIST'G WALL " INDICATES 6 x 6 POST, U.N.O . ' -! ~ INDICATES SHEAR WALL PER SHEAR WALL SCHED. D> • INDICATES HOLDOWN PER HOLDOWN SCHED. F-1 INDICATES FOOTING PER SCHEDULE C-1 INDICATES COLUMN PER SCHEDULE NOTES: 1. FOR 1YPICAL DETAILS AND GENERAL NOTES, SEE SHEETS S1.1, S1.2, S1.3, S1.4, S1.5, S1.6, AND S1.7 2. FOR DIMENSIONS NOT SHOWN, SEE ARCHITECTURAL. OltI~;:N Structura~·J#i;~ i~g1 Inc. ' . l,. .;. ' ' _·,' ;:, ;. ., -,, \. ' . / 12257 OLD PO~il~,clib~D. SUITE A POW~¥,,€/< 064 PH~ (8~8) 6'79-1974 F .. (858) 67/i 1975 •, ' ~i>QfESS1~ ,p ... ~ J. 0~1-,v ~ ;j",. ct~ ~~NoS4'97 z_ 63 ~ tffi ._, ___ "' . "' • EXP 12:3· <l6 • ,- J>(f J'1Ruc11J?-"r" §:-"'t' ✓ 7/' OF C~L\ \Q;; S2.1 ~..; ~~-~ .,.._ 1-ti'i _£,,_ RCE6rlp' EXP.J-3-l·/.~. DATE REVIEWED BY: INSPECTOR DATE ---------~ CITY OF CARLSB1\D SHEETS 1~\:ti· ENGINEERING DEPARTMENT 4 ------- FOUNDATION PLAN ---------------CARLSBAD CITY LIBRARY LEARNING CENTER . -·-· -·-- i----------------------APP~~ILLIAM ~ER ?.-1, GJ~ ---------.. -----~ L IJ•u-s-. - DEPUTY CITY ENGINEER PE#: 28176 EXP: 03-31-06 DATE DWN BY: _ ___§Ji____ I PROJECT NO. I DRAWING NO. DATE INITIAL CHKD BY: ______&,LQ_,_ ____ CITY APPROVAL RVWD BY: 4001 434-5 ~ cp 0 I ~ /6' I I I 4 \S53 ,----- ------r+======I'=======$~ I II~---------~ I FB-5 FB-5 I : I I I I 0-_ _ _ _ L __ j --------__ --_ _I __ ------_ I =AL ~LOOR Dl~G7M: I _ j I , , , 31 4 PLYWD T & G 140 20) , , , I I I 5 PLY wf 10d COMMON @ I I 0- 2 I S6.1 I : f: gt !.NN, AND CONT. EDGES \ . -I I I i i i ~~~c~~~: F.N. \j I ( 7 ' "( _J J I , / 8 , , , , ---._ ~ , -~ E l_:: rtJ 5 ~ , I i S5.3 I 6 I ! ( 3 ' I S3.2 / 16'-5" "? ,3'=7'' - - - - -~~I ! I I 9 I I \S5.6/ I (A) -°; ~ u_ I ., ~ 1 FB-5 ! • FB-5 I Fk-5 ! I FB-5 ! Y , ! FB-s I I - I - ---r::;====~=~~=~===$======~=~===!=~~~~~~ ~=--==~~~~~~m=-=+=~1====~~~ I '1 ~ L I -\ /3 " '5' I I ~~ "? / -' '1 st-8'-0" I / 10 \ ,S5.3 S5.3 '1 I E 3 L2 I ~ ~in A -I N N / 4 ' ~r ~! - --7 s5.3 1 , W w W , ,ss.s; 0-, 1 , Fl -5 T <D I I 3 -----;r;-f 1----l =J:=:i.,=========CiH3~cllil:=;:-=========-zi."'• =l=~D•IBIT=~,=======~ L2 I ' I I i I ,r6\ {10\ I 12 ,ss.3/ "1 0-TYP. ,r5.6' ~ •~ -t;-,-.S::c~1:::-.J----------l:----;--j1,,-•-------, ---+:--,-7-\--• ~ ,,~y \S5.6} ~--,1/ 1/ -~ ' 4 -~.-.---j---' I I ,, ,S5.4/ I• • -• __ ,_ ' • ,.., ' I I If 4 \ \S5.3/, ,.,_S5.6/ TYP. ,, -------- •= _____ F_J-_4-.-___,. , ' -~ I 1---_--I I I I I I e--... __ _ I I I L I f----- FB-5 I---I-- "' 0-Cr"~-~-~ ~~ fJ-4 "' I IE I " 5 '1 ~ G> FB-3 .; I -:_'._ A ------ ' S5.4 ' ;:. g ----- -t ---------+ttt---.., /(5' S5.6 I/ 2 ' ,S~5 , I n (1-0' I ss.3 (8\ I I ~s1/ ' ,, : "' ' N I (JJ LL II \ S5.7 -r - - ---- - -■ -,- --t~~-~----= ---~, - II '7 / 1' ';' II Li' I TYP. , S5.5 NI N Li' N LO N ";J I • rn ---,-,-1-rt-t---H---.--i----------Ji 11 riJ ~ ~ ( 3 ' u_ ;:::: ~ "CMST12" u_ 11 ~ -~ "i I ( 9 ' C-.. x 30' -0" I FB-,-3 I 11 - -LO \ S6.1 \ __,_,~--9 11 ___________________ c2 ... 1 ~---------E-1 -+----\ss_.8_,/ ___ ~ ___ _,__ -7 ~---I 3 ' ,, 5 ,, J B , I S5.7 ~ 11 • (5' \ ,S5. '/ S5.7 SS.7 ,.,~!'. I ~l1/ ~ 11 I½,"' I 10 -c:, c_ - ( 4 \ .l,(p 5 ~~ -1--~ r. -:-·7 . --=£B_1L __ -•---1-~i~, ~IL;,if.-4--'-'FB=-,•--=--5- 0-(',/j\ ~J ► \S5.3}. I ,, ' K v_54 1/111\ / 1 ,/ ·; •• ~(2,X ·'fl·, i <t :::-:.-, ->·,--:_------~ ·-..,,....=-----~·--'---,---t---~-----------:7""'~-· I' 8 " ' I· ,s~./7" FJ~s ,ss.?/ .? • 17•-10" (_ 1 ~---"i,, J '~ (5 ' ., 12' 'i' ' (, __ 7_'-+--,+-l~·\S5.5, • I I -'-'./I.',~ 0-t.:, 1~"' h?;~+--+-'-s5-],,-1. c2 1 , FB-1 • : ~'-.______.,, _ 1 1 ~n I .-; \s;.7/ ~ (9-~ 11 7 't +,---~-~ t;> l~•l==:::iii:::::::=!=====31 ~~~~;:::,~~~~~~~~~~~~" :::::::::r=:::== _ S5.'/.J :n 7 . j --+' t-----ttt--7__, ½/ / 10 / \ _ /,, I ( 4) i-"-"c-1_1-ttt+--~· 1 1 I \ S5.6,, F;,, ~ ( 3 \ (4\ ! G)-'f ! 0 ► ,ss/,,( 4\'\ \ S5.3 / \ S5.4 / ~ Li' ~ \ s 1\I 11 0-I ~ I / ' I 7 I 1 S5.3 1 '..:::: / ':'.. / / -' I ( 3 \ / 4 \ I '---• -- "? ~ '? >--s;-_ 4~____,,_+-fci'-.~r, \, ss. 6) ss. iv 1-'.\J ' I / 3--...__ ~ 12 's~ 7 , ~ ~ "' I I '? ! e: Li' E ' 2 \ E • tJ> __, ~ \ fB 5 ( S5.8 ss.? ' • I ~ ----ss;/ - --f1~;;;;;;;;;;;;:;;i;;;j(1~i;;;;;;;;;;;;;;~-'0);;;;!;;;;;;;;;;;;;;;;;;;;;;;;;;;_:+~~;;j;'-d'~-~;;;;-;;;;7~~R° _J • ~ 1 ~ I~•;;;;;;;;;;;;;;;;;;;;;;;; 0=(=3t==,::::;:i=~I --------~ 0------_J_ -------- ---- - ----- - ---/ ,i----- - 3 '1 - --- I - l/11' 1 i ~S-5.-4 +-++~ i <t • 0 __J 8-------1 ---I 5'-6" 5'-6" @-r rt -=-L':======! :::::::i:ir::=~~===:j-t:::=~·::===J , i @-_/ i ! i I I I 12 S5.4 I I 11 ' I S5. (5 I \ss.s -' I I I I I I I I I FB-~ \ss.3,, I I ,. LO I (JJ LL LO I (JJ u_ "' I (JJ u_ ~------------- ---0 v 10 ' \S5.3 7 ' I -0 ---------------0 0 6 - y' 9' 0 -~-- ------5 '"i' S5.3 I I E --------------------0 -------------0 LO I E ---------------0 "' I (JJ u_ -0 -----------8 -~ '~@ ""---@ I 0 d) cb 0 cb 0 0 H I I I I 0 ~ 0 LEGEND: INDICATES NEW 2 x 6 @ 16" O.C. STUD WALL --~-INDICATES NEW 2 x 8 @ 16" O.C. STUD WALL t = = = = ~ INDICATES WALL BELOW INDICATES NON-STRUCTURAL WALL INDICATES EXIST'G WALL " INDICATES 6 x 6 POST, U.N.O. INDICATES SHEAR WALL PER SHEAR WALL SCHED. D> • INDICATES HOLDOWN PER HOLDOWN SCHED. FB-1 INDICATES FLOOR BEAM PER SCHEDULE FJ-1 INDICATES FLOOR JOIST PER SCHEDULE V, f--z w t;:c SPAN w DIRECTION NOTES: C) z :::,, <( 0:: u_ 1. FOR T'!PICAL DETAILS AND GENERAL NOTES, SEE SHEETS S1.1, S1.2, S1.3, S1.4, S1.5, Sl.6, AND S1.7 2. FOR DIMENSIONS NOT SHOWN, SEE ARCHITECTURAL. ORI,~~IN Structur~i? i)1g1 Inc. ~--"\ _,_' .. I il':~ , • 12257 OLD PO_M_\ey~9:q_ fj'<◊AD, SUITE A POW~064 PHOflj! (8~8) 1)119-1974 FAX (858) 67~ 1975 ',, ' "~="'--' S2.2 &JA?"+ r.'"f?4, ,, :,.... P?-1,i-lO RCE ?_fj/7(', EXP J-3/,/'2, DATE REV!EwED BY• INSPECTOR DATE SHEETS I~ 7-1:3'.4 2ND FLOOR FRAM'G PLAN CARLSBAD CITY LIBRARY LEARNING CENTER SECOND FLOOR FRAMING PLAN L N APPROVED BY, WILLl~l,lJLnUMMER 1-----+---+--------------+-----t--+----t---l /i(/~11 'f,_~~~"ll~--.=,.~~---2,-"•Q{. SCALE 1 /8" = 1'-0" NORTH DEPUlY CITY ENGINEER PE#: 28176 EXP: 03-31·06 1-----+---+----------------+-----t--+----t---< DATE DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DWN BY: -=''-~ ,__oA_T_E ~'N_IT_IAL-+-_DA_T_E ~'N_IT_IA__,L CHKD BY: R .•. o. OTHER A.PPROVAL CITY APPROVAL RVWD BY: I DRAWING NO. 434-5 >-------~ PROJECT NO. 4001 ., I I 0----.. I I . I I I I I I I I I I I I ------------ ' I I I I ------·· --------------------------- I I I I I I cp I I ' I I I I I i I I I+ fs' I I I I I I ROOF DIAPHRAGM: 5/8" PLYWD STR. I (32/16) 1 Od COMMON AT 6" O.C. @ B.N. & CONT. EDGES 6" O.C. @ E.N. 12" O.C. @ F.N. -·· --· --------0 11 i --1-- 1 "CMST12" w/ 1 Od @ 13" O.C. i I ~ ~5.1 i ' r-;:::::=====R=B=-4==1 ====n========:t======RB=-=3=================c';==~~I -----_ --------~ .. -----.. -----------------0 RB-3 y ' 5 l w/ 3x BLOCKING, TY~ 1 . \ ' r--- 1 [I] [Y r--- 1 [I] [Y r--- 1 [I] [Y r--- 1 [I] [Y - ' ,S5.1,1 ' \ 0-____ -~ 0 _ 1r======R=B=-=4======:==q:i,=~R=B=-=4====~~::;;;:;;~::;;;:;;~$~R~B-~4~~ 1 ~'.-~-+--=-___ -__ ~ _ -~ __ _ ------ RJ 5 7 N I -, [Y I ' I I I I I I I - ( 6 ' ... -·---· -----0 ,' ~ , ! • ! 11 ~ VRB-3 ~S' °" I 1-1 ~ 0-I 16'-ol• 24'-)" 4 ------,--t1· ----------+--___,. I ~ ---- ----------------------0 I S5.1 r • l\j " A\ I I L!._ ~ \2< 0--.. --------··. -···- 0-------- I ~R_J~ -~ • 11 1 1 B-3 @ RB-2 RB-2 e---5--+-+-n:-~_::1-----''---=R'=-B--2.,--,--'-----+-A-~i-;.-----il!----..,-----+--0--.--------------~-=._-=+.,+--+-----'I-- S5.8 B- / 1 1 ' I l ,S5.1' 11· m - -( 8' B !11 "/ 12 \ ® -I -, r-. I [I] [Y r-. I [I] [Y -I -, r--- I [I] [Y [Y 11 ~-----♦------- I [Y [Y --------. (6'\ 24'-" 16'-0" \S5.2 I 11 -~ ------------------------1-----------------r RJ -5 L = =::: = = = = II I -L-~_, 7\ ~ 15• -o" 1,1. 24• -□~-rt----+---+---~ 11 , ss.1; ' ' (10' B o w D.. <( I ~ / 2A' l U) en I I [I] I -, "' [Y ,S5.2 ' I n ~ ) ~ " - ---- {,!) • '-- -/ 3A\----. ,S5.2) 0 ... --0 0-----··· • ssy 11 I II . ..... ····-~====!==:=~1=-= = =::: =---_--_-__ ---=-----d-1_ ---- ---- -----I -- -~ -----I RB-4 11 ( 1 ' 1 1 -· r 1 • f-----+---H---"' 1 6 ( 5 ' 11 \ S5 2 I B I .~tt---+,-S-5. --j1 / ·--------·--0 I I . ' I 0------t_ 0--_/·;r---t--- @-/ i I I I I I I 0 cs) ~ "" ~U)-+--~11 -/'4", f11' ~-----~ I -----·------i-· -~---· ~ I ~ ~ 11 .. I '-: 5.2 S5.8 11 1 I I ·-----_.)_ ___ _ '-S5.1J/ I I I RB-3 - ----·-----.. -----/i't===t.::::====1====~==+~'!=======¥$================.tt:::============='i==::::'J I I I I - RB-3 (5 \ss.1 ·s· 11 RB-3 I ' I RB-1 - --....------- .. -0 ----------0 5\ ,S5.1) ◄ ;. u ~ l-c1-~ t --++---+(12\_12--l ' ; I ,~ ~I -t;--■-\c/ -----t-------------,------. ----------------------@ ' ' I \ IP /15" ·-. ...... ·---1-. ---------1---, ---·-··--------=.:-= ~-~-,~ ,S5.2/ • i I, ~ \ss 2,, I I I I I I cb I 0 I c6 G H j c6 cb LEGEND: INDICATES NEW 2 x 6 @ 16" O.C. STUD WALL ~ INDICATES NEW 2 x 8 @ 16" O.C. STUD WALL t = = = = 1 INDICATES WALL BELOW INDICATES NON-STRUCTURAL WALL INDICATES EXIST'G WALL " INDICATES 6 x 6 POST, U.N.D. INDICATES SHEAR WALL PER SHEAR WALL SCHED. D> • INDICATES HOLDOWN PER HOLDOWN SCHED. RB-1. INDICATES ROOF BEAM PER SCHEDULE RJ-1 INDICATES ROOF JOIST PER SCHEDULE VJ f-z w f- SPAN X DIRECTION w Cl z ::,, <( [Y LI... NOTES: 1. FOR TYPICAL DETAILS AND GENERAL NOTES, SEE SHEETS S1.1, S1.2, S1.3, S1.4, S1.5, S1.6, AND S1.7 2. FOR DIMENSIONS NOT SHOWN, SEE ARCHITECTURAL. 3. PROVIDE BRIDGING @ 12'-D" O.C. MIN. ,' '•. -,,·., j 12257 OLD Pm~H1tQQf0AO, SUITE A POV\'.~A"2064 PHOlljl (858)'~'79-1974 FAX (858) 619 _1975 P#a: ~@'r •. -,, @-1-1"-10 RCE ?.,aJJf, EXP J,3/•/'Z.. DATE REVIEWED BY, INSPECTOR DATE , Ao1J1.11LT -t-----------------SHEET 076 CITY OF' CARLSBAD SHEETS l<f71:31 ROOF FRAMING PLAN SCALE 1 /8" = 1'-0" · L ::::7 NORTH f-----+----+--------------t------t------------------ f-----+----+---------------t------t----------------- 1---c~-+-~-+--------------+---+--··-··-· ·--·· ----DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION omrn APPROVAL CITY APPROVAL ENGINEERING DEPARTMENT ROOF FRAMING PLAN CARLSBAD CITY LIBRARY LEARNING CENTER APPROVED BY WILLIAM 7~MER L/4"Et,:&~Z<.~t'i~"'••-a:,_:/.u✓ .;.i~~~,:;,:»os•""~=---~-2 · 4 '°" DEPUlY CITY ENGINEER PE#: 28176 EXP: 03-31-06 DATE DWN BY: •·•· CHKD BY: R.JO. RVWD BY: PROJECT NO. 4001 I DRAWING NO. 434-5 THE MANUFACTURE SHALL VERIFY 7 9 THE MANUFACTURE SHALL VERIFY ALL DIMENSIONS AND CONDITIONS, ALL DIMENSIONS AND CONDITIONS, PRIOR TO SUBMITTAL OF SHOP PRIOR TO SUBMITTAL OF SHOP DRAWINGS AND FABRICATIONS I DRAWINGS AND FABRICATIONS I I ~/~/~/~/ ~z~z I I S/S/ ~/~/~/~/ ' st I . - co ' <D <D --- -------------------n --r----I st I " I -" N - 12'-6" 28'-10" / ' / " ROOF JOIST RJ-4 I 4 ROOF JOIST RJ-1 1 ' / ' / 2 THE MANUFACTURE SHALL VERIFY 7 THE MANUFACTURE SHALL VERIFY ALL DIMENSIONS AND CONDITIONS, ALL DIMENSIONS AND CONDITIONS, PRIOR TO SUBMITTAL OF SHOP PRIOR TO SUBMITTAL OF SHOP DRAWINGS AND FABRICATIONS DRAWINGS AND FABRICATIONS I I 7 SZ I ~/~/~/ I sz~ ~/~/~/ ' st I " -- <D -"<n <D ------------ -----------r---st I -I . I . -N - 22'-7 1/2" 9'-911 Oltl1:;_,N Structur~;c1t' ffuJ i,ng1 Inc. / ' / ' ROOF JOIST RJ-5 I 5 ROOF JOIST RJ-2 I 2 ' ' / ' / !~~?/•· 12257 OLD POr,11 ~-i:j<f/'iJAD, SUITE A 7 3 Pow' ' . 2064 PHONf(s~iJJ '179-1974 Ft>X (858) 679 )975 ' , '• } 23'-9 1/2" 1 3' -7 1 /2" 1\'Qf ESS I Qj;; <)._~I. o~ ~ $,\ ~ ;&; [i~~~ 83 rn C!'.1,.,.-·_..,. -,c. "-3 ~-• ~ . 12 a (;6 * / "',/>Ruc,u?.~" ri>" lf OF(All~ S3.1 h//a.-/'.~ ~,,, ' ~/~/~/ ~?-4'2'-/0 ~/~/~/~/~/ - RCE '23/2'-EXP. ~-1.L•l.l. DATE REVIEwED BY• ' ' ' ro st ------------INSPECTOR DATE -THE MANUFACTURE SHALL VERIFY "' l\ 4S tJUll'T r---ALL DIMENSIONS AND CONDITIONS, r---[::J CITY OF CARLSBAD SHEETS I I " PRIOR TO SUBMITTAL OF SHOP " 1'17~ --ENGINEERING DEPARTMENT 7 DRAWINGS AND FABRICATIONS 37'-5" TRUSS ELEVATIONS CARLSBAD CITY LIBRARY LEARNING CENTER APPROVED BY WILLIAM ~MMER «u&._ L ~,.,~ ..... = ;;?, ~-a, DEPUTY CITY ENGINEER PE#: 28176 EXP: 03-31-06 DATE / ' OWN BY: S,N. I PROJECT NO. I DRAWING NO. ROOF JOIST RJ-3 3 DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: R.J.O, I REVISION DESCRIPTION 4001 '--.___.,/ ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: 434-5 BM. PER PLAN, 1YP. ' 1 -'- ' • ' ' ' ' ' I, ' L L ■ I . . . . . . . . . . " --. ~ .. ..... . .. . . >< >< >< ~ ~ SH EAR WALL ELEVATION -SHT'G PER PLAN [ J C J I -- > ' 7 ' ~ > I I 7 7 , ------------1/ \_BM. PER PLAN 10 GA. x 3 x 2'-0" I; w/ 20-1 Od I "ECCQ" ~POST PER I I PLAN 3 3 3 "A35" E.S. T & B IIAII 11111. L L " " CMST14 w/ 4x BLK'G, 1YP. 1----1-----·· DATE INITIAL ENGINEER OF WORK I V 0 I ~ l \ K - / 3 ' - FOR ADD'L INFO. SEE 2 ,4o /31.JIL T SHT'G PER PLAN E.N.7E· m7====='===== SHEAR WALL/ PER PLAN ~ 8 \_BM. PER PLAN "WPU" HGR. 6x POST AT BEAM ou:r_,~·.N .1~, . Structuraf~(i~Jng1 Inc. 12257 OLD PO~,~fl!"iJ_,_,~)sbAD, SUITE A POW~/)~064 PHONE(858) 679-1974 FAX(858) 679_1975 . . -'' 1 / S3.2 ..ad-&.; ~~-~, 9-/.5-/() RCE ?. 8/7(,, EXP 3-3 l·l·2 DATE REVIEVED BY: INSPECTOR DATE CITY OF CARLSBAD SHEETS ENGINEERING DEPARTMENT 147-ta:t,- ---------~------·- SHEAR WALL ELEVATION CARLSBAD CITY LIBRARY LEARNING CENTER APPROV";,~BY:_WILLIAM ~J-UMMER -------+------+---1----+---l /.d#'&t ;r; ~.Mt•,.,, ..... 2-c.-a, ____ ____ DEPUTY CITY ENGINEER PE#: 28176 EXP: 03-31-06 DATE DWN-BY:-~N. [ PROJECT NO. -_·_-_]· ~D-R4-A31-¥14N-G_-5-NO~. CHKD BY: RJo 4001 RVWO BY: ----------. --REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL ' 3" 3" ' ' ~ SHEAR WALL COLUMN SCHEDULE FOOTING SCHEDULE • VCOL. PER PER PLAN SHEAR WALL~ COL. PER~ PLAN MARK SIZE BASE PLATE REl,1ARK MARK WIDTH x LENGTH DEPTH REINFORCING PLAN I E.N. PER PLAN 11 I I I I PLATE 1/2 x 9 x 0'-9" ' C-1 HSS 5 x 5 x 3/8 w/ 4-5/8"¢ A.B. F-1 5'-o" x 51-0" 24" 6-#S EA. WAY, BOTT. EXIST'G I I I I PLATE 1/2 x 9 x o'-9" 3-#5 LONGITUDINAL, BOTT. (8', I I I I , 1 1/2" C-2 3"¢ STD PIPE w/ 4-5/8"¢ A.B. F-2 3'-o" x 5'-o" 24" 6-#5 TRANSVERSE, BOTT. • 11 1 l \__-TYP. I I 1 1/2" C-3 HSS 5 x 3 x 3/8 PER DETAIL F-3 2'-o" x 3' -o" 24" .3-#S EA. WAY, BOTT. 3/16V 11 ~ E.N. ~ I 8" CONC. WALL w/ W.P. PER C-4 6 X 6 F-4 BASE PLATE 1 /2 ARCH'L I I ' #5 @ 12" o .. c ' X 5 1/2" w/ 2-0 1 1/2'' NON-I 5/8"¢ HEADED I EA. WAY C-5 HSS 3 x 3 x 3/16 PLATE 1 /2 x 8 x o· -8" F-5 SHRINK GROUT I I I I tj-w/ 4-5/8"¢ A.B. BOLT, TYP. TYP. I 6" DWL TO MATCH 'I C-6 F-6 ,> FTG. STEEL ' 7 I z #5 @ 12" 0.C. C-7 F-7 2 E.W., T & B ' C-8 F-8 rn ' ' -h C-9 F-9 SIMPSON "SET" . ~ . . ' ,> 0 I.C.B.O. #5279 I . . . . -24" LAP 6" - (1 o: / " / " / " I: 1) I 7 I 4 COLUMN SCHEDULE 2 FOOTING SCHEDULE '-/ ' , ' / / 3 ' ' SHEAR WALL ' . (8\ ' PER PLAN --. ' / \__-__,) #4 @ 18" O.C. SHEAR WALL~ 24" 4" CONC. SLAB w/ E.N. PER PLAN I E.N. #4 @ 18" O.C. E.W. I 3 CNTR IN SLAB I ._-_-_,_-.· ·_, -. . -.. ·_·. -,· .. ·.·. . . ' I -EXIST'G PAVING~ r WHERE OCCURS I ,> FOR ADD'L INFO. I E.N. SEEEB ' . < > • .· ,· .·· ··••·•··.• •.. 1 ··.· ' .· _-·.·--.· _-· .. ··. _.·· .·· . _.· . -' .· _.·_ .· I . /· .. _____,___,____. . .. . · .·_ . ·_ '' ,. . . ·.-.· • /. . · .. . . I . . . ' .. ·. ' . -1k, - 24" MIN. LAP ' • <D I I 2" CLEAN SAND --2" CLEAN SAi~D I -' ' -~~~~I~ ' ' ./ • FOR ADD'L INFO. SEEEB . . . . > ,> 10 MIL VAPOR BARRIER < . . . -1 '-4'' 2-#S Olt1 1 :;,N T & B (1 ' ( 8: / ' / " Structura~~fue'.¢ il1e, I11c. 1 I 5 TYPICAL SLAB I 3 ~' . / '-/ '-/ ;:,_ ,' I fJ\ f. ·.• ' SHEAR WALL 12257 OLD POf~.lj'~D~OAD, SUITE A . • PER PLAN POVVJ¥,,efoi , 064 FOR ADD'L INFO. ' -) \ PH~j! (858)'tf9-1974 • SEE@ SHEAR WALL~ '-4" F . , (858) 67~ 1975 \,,. ' WHERE OCCURS rr. ~i>QfESS 191( S4.2 E.N. %\1,~ I. o,v;( c) (3' (fi., '? :e: -~~ z / 8 '\ I @ Ri \ -/ EXIST'G "' ., -* 1<:'3"':J6 ft -/ ...r1: s11ruc11J~.Jv, ~""" ~t( OF C~l.\m S4.1 SIMPSON "SET" ' I.C.B.O. #5279 I E.N. "" ~ FOR ADD'L INFO. • ,--~-----~u-k~-.~, -SEEEB O'l-6~-/d • t. . . . . ·."" I I ' I ·_ ' -3" rn RCE Zf1l7~ EXP ~-'3 l'IZ. DATE -. . - . -... ~~::lD ' L __ 7 > " 24" ~ N. -k REV!EwED BY: • • • • I INSPECTOR DATE It'\ 4S /J(J!LT ~ CITY OF CARLSBAD SHEETS 6" 1~7,m .. 9 ENGINEERING DEPARTMENT -#4 x 2'-0"@ 18" O.C. / • ~~- w/ SIMPSON "SET" FOUNDATION DETAILS • • • I.C.B.O. #5279 . . . . SIMPSON "SET" > 1.C.B.O. #5279 < CARLSBAD CITY LIBRARY LEARNING CENTER . . . . APPROVED BY WILLIAM ~~ER 4dt✓~ ~ ~ .... ~ -2-1,-1)(. DEPUTY CITY ENGINEER PE#: 28176 EXP: 03-31-06 DATE " / ' / ' OWN BY: 3.N I PROJECT NO. I DRAWING NO. 12 I 9 6 DATE INITIAL DATE INITIAL DATE INITIAL I REVISION DESCRIPTION CHKD BY, ......&lli_ 4001 ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: 434-5 / '-.____/ "-.__./ 3/16 SHEAR WALL~ PER PLAN "'-- 5/8"¢ HILTI "KB-II" PER SCHED. (1 MIN. PER BAY) SHEAR WALL~ PER PLAN ---....._, 5/8"¢ HILTI "KB-II" PER SCHED. COL. PER PLAN 1" MIN. 1 0 . -/POST PER / PLAN NEW 2x SILL/BLK'G FOR ADD'L INFO. SE0 1 1 -/POST PER / PLAN E.N.~Jc'1 ~ rfXIST'G FOR ADD'L INFO. SEES 12 ' 0 I N ' N I n SHEAR WALL~ PER PLAN ~ #4 x 2'-0" @ 18" O.C. w/ SIMPSON "SET" I.C.B.O. #5279 #5 CONT. 3/16 #5 CONT. E.N. #zl:L~L~ 3" EMBED. • • • ---___, ___ _ j,,___, _____ 3-. -_~_ .. __ -----_-___,,_, \ I • 1i • • • ---_.... ___ _ COL. PER PLAN 7 #4 x 2'-0" @ 18" O.C. w/ SIMPSON "SET" I.C.B.O. #5279 3" EMBED. -------~ -4c -,,.J _____ 3_'-_o_" ____ _,,J ~&#~ - -/ 8 '\ -' ' > • -.. #4 x 2' O" @ 18" 0 C w/ SIMPSON "SET'' I.C.B.O. #5279 \ 3" EMBED. 6" EMBED. ' --3 #5 X 2 6 TOP AND BOTT. " w/ SIMPSON "SET" I.C.B.0. #5279 8 EXIST'G 9 FOR ADD'L INFO. SEEEB • • • 3 S4.1 #4 x 2' -o" @ 1 s" o.c . w/ SIMPSON "SET" I.C.B.O. #5279 ____ ,__ - -- < • • . ' POST PER~ PLAN I I "A35" E.S. - / 7 \ -J ----~ i I I L _ -PLATE 1 / 4 x _/ 2" SQ. SHEAR WALL~ PER PLAN "'-- ! • ' ~6x HOLDOWN POST I !~~~~ ~«<~ I I _ _J (l'.'. _J u ' 7 -/POST PER / PLAN HOLDOWN PER PLAN ' lO '1< ' co E.N.~:;:j ;-EXIST'G SIMPSON "SET" I.C.B.O. #5279 4 .-> 5 6 lO ' /POST ' PLAN PER "CBSQ66"~, 12" SQ. I'-... /#3 TIES 6" o.c. @ / ' 4-#4 . . . PER PLAN AND SCHED. SHEAR WALL~ PER PLAN ---....._, ' lO I SIMPSON "SET" I.C.B.O. #5279 E.N. -/POST PER / PLAN HOLDOWN PER PLAN rEXISl'G FOR ADD'L INFO. SEE(S\ ~ t AS 8UILT 2 3 3/16 #4 X 2'-0" @ 12" O.C. w/ SIMPSON "SET" I.C.B.O. #5279 (ALL AROUND) 3" EMBED. PER PLAN AND SCHED. COL. PER PLAN 3 S4.1 Ol{I:N Structuraf 'no l:le{ V10i Inc. ' 1-_-.'.' :,, .· / f ' "/' '', 12257 oLo POfy1fi~~R __ 'r_·_ b'Ao. su1TE A POW,y-):fA 2064 PHONE (858) ~'19-1974 FAX(858) 6{1)1,975 '·~=- ~ z 0 :5 w a_ I u (l'.'. U) w a_ 1 S4.2 ~~~ ~-.. 0-t.f"•/() RCE 2317&. EXP ;3-3 /•/l DATE REVIE\./ED BY, INSPECTOR DATE CITY OF CARLSBAD ENGINEERING DEPARTMENT SHEETS N~ l------+----+--------------+------1~-+-----+-----' ~ FOUNDATION DETAILS CARLSBAD CITY LIBRARY LEARNING CENTER l-----+----+----------------+------11---+------1---------1 .:;z~:;Wl:2M2z: >-= 2 · "-d~ DEPUTY CITY ENGINEER PE#: 28176 EXP: 03-31-06 DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DWN BY: ,.N. I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CH D f--O-TH~ER-A~P-PR-OV-AL--t---c-,rY-A~P~PR-OV~A-----:1L RV~D :~ __lLl._o. -~---4_0_0_1 __ ~ 434-5 \ STRAP PER FLOOR JOIST SCHEDULE ROOF JOIST SCHEDULE ROOF BEAM SCHEDULE PLAN 16d @ 6" O.C. E.N. 2 MARK SIZE SPACING REMARK MARK SIZE SPACING RE.MARK MARK SIZE REMARK SHT'G PER SHT'G PER PLAN PLAN FJ-1 20" T JS @ 24" O.C. RJ-1 TAPERED TJL PRO 230 @ 24" O.C. 1 / S3.1 RB-1 PSL 5 1/4 x 11 7 /8 B.N. \ /; B.N. I FJ-2 20" TJS @ 12" O.C. RJ-2 TAPERED TJL PRO 230 @ 24" O.C. 2 / S3.1 RB-2 PSL 5 1/4 x 18 E.N. L fJ L ~ E.N. ~ L fJ L " FJ-3 20" T JS @ 16" o.c. RJ-3 TAPERED TJL PRO 230 @ 24" O.C. 3 / S3.1 RB-3 6 X 8 < > < > FJ-4 14" TJI PRO 230 @ 24" o.c. RJ-4 TAPERED TJL PRO 230 @ 24" O.C. 4 / S3.1 RB-4 PSL 5 1 /4 X 9 1/4 /\ FJ-5 14" TJI PRO 230 @ 16" O.C. RJ-5 2 X 8 @ 24" O.C. RB-5 PSL 5 1/4 x 20 [ ~ [ ~ [ J [ J ~~ ' \JST. PER t.. I~. \JST. PER FJ-6 14" TJS PRO 230 @ 24" O.C. RJ-6 RB-6 6 X 12 14" TJI PRO 230 @ 24" O.C. 1 /2 x 20 (SHAPED) PLAN PLAN FJ-7 RJ-7 RB-7 PSL 3 "A35" PER FJ-8 RJ-8 RB-8 SHEAR WALL_/ SHEAR WALL_/ BLK'G FJ-9 RJ-9 RB-9 PER PLAN PER PLAN . . FJ-10 RJ-10 RB-10 (10: ( 7: / ' / ' / FLOOR JOIST SCHEDULE I 4/ ROOF JOIST SCHEDULE I 2 ROOF BEAM SCHEDULE I 1 '-'-/ '- FLOOR BEAM SCHEDULE 16d @ 6" O.C. E.N.~ 2 ROWS E.N. / 16d @ 6" O.C. MARK SIZE REMARK B.N. SHT'G PER SHT'G PER PLAN SHT'G PER FB-1 W18 x 40 PLAN PLAN B.N.\ /; B.N.\ _I FB-2 W18 x 35 E.N. E.N. E ' L ,J L ,J L ,J L ,J E.N. ~ FB-3 PSL 3 1 /2 X 11 7/8 X > FB-4 PSL 5 1/4x11 7/8 < > / > ~ FB-5 PSL 5 1 / 4 x 14 LJ LJ u. [ J I \ \JST. PER \JST. PER I I FB-6 6 X 12 \ JST PEr. PLAN PLAN FB-7 "A35" PER FB-8 PLAN SHEAR WALL_/ BLK'G BM. PER BM. PER FB-9 PLAN PLAN PER PLAN ' FB-10 Ol{I,;·,N / ' ( 8: ( 5: / ' Structura~~n J11i#; v,tg1 I11c. 1 1 FLOOR BEAM SCHEDULE I 3 : I, '~ ' ,i '-/ '-.. ./ ;w-:_·J/ 12257 OLD PO~~,-~~OAD, SUITE A "A35" @ POV\1~1'1,, 064 PHOt)j! (8~8) ~j'9-1974 32" O.C. 16d @ 6" O.C. FM (858) 6"(~ 1975 '·~ ' "MSTl72" 2 ROWS E.N.~ ~?,OfESS 1~ (11' / 10' B.N. SHT'G PER ,f) ,;;. J. 04-: ( I PLAN SHT'G PER "'"" ~i \ -/ {j ~ No.St~ --PLAN 8 ~,fn '-/ ,c 'CC • EXP 12-3105 • • B.N.\ /; / '5'~ J';-lrlJCT\J~'t--v ~'?' S5.1 I ~ 'foe c~c,~ ~ ' -f-t.. . ~ E.N. I: c J l ~ <> E.N. I - . #24i'.'~r'~ • L > /> 9-&~4'~ --< ~ -RCE ?.IJl-X. EXP '$.-3./_•1_2, DATE -f-11111 [ sJ [ REVIEIJED BY• BM. PER PLAN I \,sr Prn -f-INSPECTOR DATE "EPC68" JST. PER //\ A,') Hl/lt.T PLAN c::J CITY OF CARLSBAD SHEETS -f-1~7~ POSf PER / SHEAR WALL _ _/ ENGINEERING DEPARTMENT 1 SHEAR WALL_/ ~~-- PLAN -f-FRAMING DETAILS PER PLAN PER PLAN PLAN ' CARLSBAD CITY LIBRARY LEARNING CENTER ' APPROVED BY WIL~ Y~ER ~1.7 ~J:_ · h 2.-~-t½. DEPUTY CITY ENGINEER PE#: 28176 EXP: 03-31-06 DATE / ' ' ' OWN BY: B.N. I PROJECT NO. I DRAWING NO. 12 9 6 DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: R.J,0. ENGINEER OF WORK REVISION OESCl,IPTION OTHER APPROVAL CITY APPROVAL RVWD BY: 4001 434-5 '-,I / / --- -/ 2A' BM. BEYOND PER PLAN 11 E.N. B.N. 6 X 8 16d @ 6" O.C. E.N. i-=-'""-1 SHEAR WALL /-"-------'1,--'-- PER PLAN E.N. B.N. 6 X 8 16d @ 6" O.C. E.N. SHEAR WALL /-"-------'l.r--'-- PER PLAN \"A35' E.S. / 4x o/ 2x TOP PLATE ~ "LSTl49" CNTR ON POST & BM. 16d @ 6" O.C. SHT'G PER PLAN JST. PER PLAN w/ "U" HGR. 2 x 10 LDGR w/ 16d @ 6" O.C. & 2-1 6d TO EA. STUD 16d @ 6" O.C. SHT'G PER PLAN \JST PER PLAN 2 x 10 LDGR w/ 16d @ 6" O.C. & 2-16d TO EA. STUD 1 1 12 "MSTl72" BM. PER PLAN "EPC68" POST PER PLAN JST. PER PLAN BM. PER PLAN JST. PER PLAN 2 ROWS B.N. "W" HGR. 2 ROWS B.N. BM. PER PLAN BM. BEYOND WHERE OCCURS 5" 4 X 6 BLOCKING SHT'G PER PLAN 7 \JSI PlR PIAN w/ "U" HGR. BM. PER PLAN 3/8"¢ LAG SCREW @ 12" O.C. (2 MIN. PER BLK'G) SHT'G PER PLAN 8 JST. PER PLAN 9 JST. PER PLAN w/ "u" HGR. 2 x 10 LDGR w/ 16d @ 6" O.C. & 2-16d TO EA. E.N. STUD SHEAR WALL/ PER PLAN ~-~\,---~ SHEAR WALL/ PER PLAN JST. PER PLAN 2 ROWS B.N. 16d @ 6" O.C. SHT'G PER PLAN JST. PER PLAN "A35" PER BLK'G 2x BLK'G w/ 4-16d@ 4'-o" o.c. SHT'G PER PLAN 4 \JST. Pm PLAN "A35" @ 24" o.c. BM. PER PLAN SHT'G PER PLAN JST. PER PLAN w/ "U" HGR. 6 4x TOP PLATE\ AT@ \ E.N. 16d @ 6" O.C. SHT'G PER PLAN \ JSI PcR PIAN w/ "U" HGR. E.N. E.N. BM. PER PLAN SHT'G PER PLAN \JST. PER PLAN SHEAR WALL/ PER PLAN 2 x 10 LDGR w/ 16d @ 6" O.C. SHEAR WALL/ PER PLAN "A35" @ 24" o.c. 4x TOP PLATE AT@ E.N.' B.N. & 2-1 6d TO EA. STUD 16d @ 6" O.C. 2A 2 SHT'G PER PLAN E.N.ffi~====i=r==b==i=r== E.N. SHEAR WALL/ PER PLAN I .4.S 8/J/t.T \JST. PER PLAN 2 x 10 LDGR w/ 16d @ 6" O.C. & 2-16d TO EA. STUD ---+·-·-··-----,-.-----, ---+---------------------- l-----t--------1------------------,---------i---------- l-----t--------1----------------~---------·-------.. -------,---- SHEET 082 1 S5.2 d@'&,.;, ~ • .,t.-9-;.s:-/o RCE -291]', EXP '3-3 /"'/2-DATE REVIE\./ED BY: INSPECTOR CITY OF CARLSBAD ENGINEERING DEPARTMENT FRAMING DETAILS SHEETS '~\-3:i CARLSBAD CITY LIBRARY LEARNING CENTER l-----t---1-------------------,---------i---t-------r-------i ~=========c=====~-=--=== ,-__ --=" APPROVED BY WILLIAM E l-----t---1------------------------------------------------ ~~Ut:, ...... -z.--/'-~'":;::j ~Zt3,,,,,._\--__ 2-6 Qfo DEPU"TY CITY ENGINEER PE#: 28176 EXP: 03-31-06 DATE l--o-A=TE--+--1N=1 TI-AL--1---------------------1----=-oA fr-H..JITIAL ---t----D WN BY: " PROJECT NO. I DRAWING NO. DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION C-0-TH_E_R-AP~P-RO-VA-L-+--CIT_Y_A~PP_R_OV-A---+L CH K D B Y: ____&!""------ R VWD BY: 4001 434-5 BM. BEYOND w/ OFFSET "W" HGR "ECC68" SHEAR WALL~ PER PLAN ~, B.N. \/ I + + BM. PER PLAN ~ POST PER PLAN 1 0 16d @ 6" O.C. 1 1/4 TIMBER STRAND SHT'G PER PLAN E.N.i, ~~~==;;;;:==d:::===1 E.N. _ SHEAR WALL_/ PER PLAN SHT'G PER PLAN SHEAR WALL~ PER PLAN ~ JST. PER PLAN w / "ITT" HGR. 2 x 14 LDGR w/ 3 ROWS 5/8"¢ LAG_/ SCREW @ 12" 0.C. SHEAR WALL PER PLAN "A35"@ 24" o.c. JST. PER PLAN DBL TOP PLATE 5/8"¢ M.B. @ 12" o.c. 16d @ 6" O.C. "A35" @ 24" O.C. DBL TOP PLATE 5/8"¢ M.B. @ 12" O.C. 1 1 PER JST. PER PLAN BLK'G @ 48" O.C. w/ 4-10d 12 BM. PER PLAN B.N. "CC68" "CC068" + + + + SHT'G PER PLAN JST. PER PLAN BM. PER PLAN ~POST PCR PLAN BM. PER PLAN + + + + •-~ -~-COL PER PLAN 7 8 9 SHEAR WALL~ PER PLAN ~ SHT'G PER B.N. PLAN 16d @ 6" O.C. 1 1/4 TIMBER STRAND SHT'G PER PLAN ~=============~::::==~47 E.~\-\ \_JST. PER JST. PER PLAN w/ "ITT" HGR. 2 x 14 LDGR w/ 3 ROWS 5/8"¢ LAG_/ SCREW @ 12" O.C. SHEAR WALL PER PLAN SHEAR WALL~ PER PLAN ~ 3/16" PLATE SHT'G PER B.N. PLAN BM. PER} PLAN + + + 3/16 2" \/ /\ 1 1 /2" N '-._ + -- \ +- 2" PLAN BLK'G @ "A35" @ 24" O.C. 48" D.C. w/ 4-10d FOR ADD'L INFO. SEE(3\, ~ 4 ( SHT'G PER PLAN ' 4-5/8"¢ M.B. L6 x 3 1/2 x 5/16 x 1 '-0" (LLV) LONG SLOTTED HOLES 2-5/8"¢ M.B. w/ ~SHEAR WALL PER PLAN SHT'G PER PLAN 5 B.N. ;:f:=:,;,=============I _,, BM. PER PLAN JST. PER PLAN w / "ITT" HGR. 6 SHEAR WALL~ PER PLAN ~ B.N. E.N. SHEAR WALL_/ PER PLAN SHEAR WALL~ PER PLAN ~ .... B.N. 16d @ 6" O.C. 1 1/4 TIMBER STRAND )IA35 11 @ 24" O.C. 16d @ 6" O.C. SHT'G PER PLAN JST. PER PLAN 2 1 1/4 TIMB[R STRAND BLK'v SHT G PER PLAN SHT'G PER PLAN E.N.M~~===b==~ JST. PER PLAN w/ "ITT" HGR. B.N. 2 x 14 LDGR w/ 3 ROWS 5/8"¢ LAG SCREW _/ SHEAR WALL PER PLAN I AS 8UllT "A35"@ EA. BLK JST. PER PLAN "SHIM" PLATE EXIST'G DBL TOP PLATE 5/8"¢ M.B. @ 12" o.c. 3 SHEAR WALL~ PER PLAN , B.N. 16d @ 6" O.C. 2x SLEEPER @ 16" o.c. SHT'G PER PLAN E.N.~~====;:!b==:::;:::;:::bd:===1 E.N.tti£~========~ E.N. SHEAR WALL_/ PER PLAN "A35" @ 24" O.C. JST. PER PLAN ----1\,-- SHEET 083 1 S5.3 _.&.,.)~%,►: ~~-,t.. 9-L.S:-LO RCF zarz" EXP,1-::3/ ·tZ... DATE REVIE'w'ED BY• INSPECTOR CITY OF CARLSBAD ENGINEERING DEPARTMENT FRAMING DETAILS DATE SHEETS l'i1~34 CARLSBAD CITY LIBRARY LEARNING CENTER APPROVE BY_ WILLIA~LUMMER , ' -Y\,.-2-~-c,t, DEPUTY CITY ENGINEER PE#: 28176 EXP: 03-31-06 DATE DWN BY: ,,. PROJECT NO. DA TE INITIAL DATE INITIAL DATE INITIAL CHKD BY: Re.O I DRAWING NO. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: 4001 434-5 060806 SHEAR WALL~ PER PLAN " B.N. 16d @ 6" O.C. SHT'G PER PLAN E.N.~E=====d==== E.N. SHEAR WALL/ PER PLAN E.N. B.N JST. PER PLAN 16d @ 6" O.C. 2x BLK'G w/ 4-16d @ 4'-o" O.C. 10 SHT'G PER PLAN "ST12" @ E.N.~~F===f======t=== 48" o.c. ~ E.N. SHEAR WALL/ PER PLAN E.N. E.N. SHEAR WALL/ PER PLAN B.N ~JST. PER 2 x 8 LDGR w/ PLAN 16d @ 6" O.C. & 2-1 6d TO EA. STUD 16d @ 6" O.C. ''TS9"@ 48" O.C. SHT'G PER PLAN 1 1 ~JS! PER PlAN ,j "ITT" HGR. 2 x 14 LDGR w/ 16d @ 6" O.C. & 3-3/8"¢ x 4" LAG SCREW TO EA. STUD 12 SHEAR WALL~ PER PLAN " SHEAR WALL/ PER PLAN SHEAR WALL------....___ PER PLAN "-......._ 16d @ 6" O.C. 2 x 6 LDGR w/ 16d @ 6" O.C. B.N. E.N. B.N. SHEAR WALL/ PER PLAN 16d @ 6" O.C. 16d @ 6" O.C. SHT'G PER PLAN JST. PER PLAN 7 8 SHT'G PER PLAN JST. PER PLAN 9 SHEAR WALL~ PER PLAN " SHT'G PER PLAN JST. PER PLAN w/ "ITT" HGR. ,, 2 x 14 LDGR w/ 2 ROWS 5/8"¢ LAG SCREW @ 9" O.C. SHT'G PER PLAN JSC. PER / PLAN E.S. 1 /4 E.S. E.F. >-1/-4~-----_ B.N. E.N. B .. 2 ROWS B.N. BM. PER PLAN 2' -0" BM. PER PLAN PLATE 1 /2" STIFF. PLATE 1/4" LS. EXIST'G BEAM 16d @ 6" O.C. 1 3/4 TIMBER STRAND RIM AND BLK'G "A35" @ 24" O.C. 2-3/8"¢ LAG SCREW x O' -6" SHT'G PER PLAN JST. PER PLAN 4 2x LDGR w/ 2 ROWS 16d @ 16", STAGG JST. PER PLAN "THA" HGR. STIFF. PLATE 1/4" E.S. 5 SHT'G PER PLAN \_ JST. PER PLAN 2x LDGR w/ 2 ROWS 16d @ 16", STAGG "THA" HGR. 6 SHEAR WALL~ PER PLAN " CONT. BLK'G UNDER WALL B.N. E.N. SHEAR WALL----....___ PER PLAN "-......._ BM. PER PLAN B.N. E.N. DATE INITIAL ENGINEER OF WORK 16d @ 6" O.C. SHT'G PER PLAN Bd @ 12" O.C. 2x @ 24" o.c. ShT'G PER PLAN B.N. B.N. SHT'G PER PLAN 2x @ 24" O.C. w/ 2-8d T.N. PER JOIST SHT'G PER PLAN E.N.'[l'g:=-='IJ========="li=1=== 1 3/ 4 TIMBER STRAND BLOCKING 16d @ 6" O.C. SHT'G PER PLAN JST. PER PLAN SHT'G PER PLAN 8d @ 12" O.C. .49 8ll/li REVISION DESCRIPTION 3 DATE INITIAL OTHER fa.PPROVAL E.N. SHEAR WALL/ PER PLAN "A35" PER BLK'G JST. PER PLAN DA TE INITIAL CITY APPROVAL ~ 4 Structura~if )~n-~e tng1 Inc. /' i,, \ ·\ ;, 12257 OLD PO\Wf;tQQJ_., OAD, SUITE A POW~A'!2064 PHONf.(858) e'19-1974 FA),{(858) 67/1.1975 \,. :1 ' " 1 / S5.4 d~n:, ~~i!i••~l 9-;.:,',/Q RCE 'Z9l'7' EXP. '3-3{.·/2 DATE REV!Ev/ED BY, INSPECTOR DATE CITY OF CARLSBAD SHEETS 147~ ENGINEERING DEPARTMENT FRAMING DETAILS CARLSBAD CITY LIBRARY LEARNING CENTER APPROV_!'D BY WILLIAM YLljMMER ~ ... -;('.'. ~-........... 2-(.-"'- DEPUTY CITY ENGINEER°' PE#: 28176 EXP: 03-31-06 DATE OWN BY: ,.,. CHKD BY: e.m RVWD BY: PROJECT NO. 4001 I DRAWING ND. 434-5 G6GBG6 SHEAR WALL~ PER PLAN ~ 2 x 6 LDGR w/ 16d @ 6" O.C. B.N. SHEAR WALL_/ PER PLAN SHEAR WALL~ PER PLAN ~ SHT'G PER PLAN B.N. BM. PER PLAN w/ "U" HGR. X 2 x 14 LDGR w/ 3 ROWS 5/8"¢ LAG SCREW @ 12" O.C. E.N. 16d @ 6" O.C. 3x BLK'G SHT'G PER PLAN JST. PER PLAN 10 16d @ 6" O.C. 1 1 / 4 TIMBER STRAND BLK'G "A35" @ 24" o.c. SHT'G PER PLAN JST. PER PLAN 1 1 12 SHEAR WALL~ PER PLAN "' B.N. SHEAR WALL_/ PER PLAN "MST48" \ SHT'G PER- PLAN - '-- L- 16d @ 6" O.C. SHT'G PER PLAN \JST PER PLAN 2 x 10 LDGR w/ 16d @ 6" O.C. & 2-16d TO EA. STUD ' . ~- 7 ~POST P ER ~- I-+- I "ECCQ" PLAN "CCQ" BM PER PLAN ~ ~POST PER PLAN SHT'G PER- PLAN .> BM PER} PLAN 8 ,S5.8, I 1 11111 "ECCQ" - POST PER_/ PLAN 8 "MST48" I - - - - _,_ -<- -, 9 ), JST. PER PLAN BM. PER PLAN E.N. SHEAR WALL_/ PER PLAN E.N. B.N. SHEAR WALL_/ PER PLAN B.N. SHT'G PER PLAN JST. PER PLAN w/ "ITT" HGR. 16d @ 6" O.C. SHT'G PER PLAN JST. PER PLAN w I "U" HGR. 2 x 10 LDGR w/ 16d @ 6" O.C. & 2-16d TO EA. STUD 1 6d @ 6" O.C. SHT'G PER PLAN \JST PER PLAN 2 x 10 LDGR w/ 16d @ 6" O.C. & 2-16d TO EA. STUD 4 5 6 SHEAR WALL~ PER PLAN ~ 4 x 8 FLAT BLK'G CONT. UNDER WALL BM. PER PLAN B.N. 11HWU" I ,4S BUILT 3/8"¢ LAG SCREW @ 12" o.c. SHT'G PER PLAN \_ JST. PER PLAN BM. PER PLAN 2 3 2 ROWS B.N. SHT'G PER PLAN \_ JST. PER PLAN BM. PER PLAN SHEET 085 OlJ,~//'._N Stmcturd~t" i/J~ IMC. 12257 OLD Pm~~~f\_R_~-CAD, SUITE A PO'/V~A~064 PHONI; (8i8)'679-1974 F ;,x· (858) 6-//J 1975 ' 1 S5.5 &(ija..,, l'.La-Hacrt 9-t,•£ ..,,.,, RCr 88/74 EXP 3-3 /. /7..-DATE REVIEwED BY• INSPECTOR CITY OF CARLSBAD ENGINEERING DEPARTMENT FRAMING DETAILS DATE SHEETS 1~7a,i CARLSBAD CITY LIBRARY LEARNING CENTER APPROVED BY,WILLIAM Eft'.:!ER 1--~-+~---<f------------------1-------1--+--------+---_Jl~&.,n,~~~~~~.,.,,L<L------,,~~~-~~~>H•~~~•,2-~~-:2-~-a6 DATE INITIAL DA TI:: INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL DEPUTY CITY ENGINEER PE#: 28176 EXP: 03-31-06 DATE DWN BY: 3.N. CHKD BY: uo. RVWD BY: PROJECT NO. 4001 060806 E.S. 1/4 \ STIFF. PLATE 1/4" E.S. SHT'G PER PLAN ~~~~,,-H-----1----~.----------1 :~PER / "W" HGRJ J \ ;~ PER STIFF. PLATE 1/4" E.S. EXIST'G BEAM EXIST'G COL. [ EXIST'G COL. PLAN VIEW 5'11TGPER\ PtiN 8ENT PL;ITE .3/a,n x l'-2H TYP. [ 8.tl. 2x LDGR w/ 2 ROWS 16d @ 16", STAGG "THA" HGR. C3 x 6 CONT. EA. SIDE C3 x 6 CONT. EA. SIDE BLK'G @ 24-0 0. C. 8.N. • ' r I /TYP. .3/fG 2-'2"' 1 0 1 1 12 SHEAR WALL--------- PER PLAN ~, B.N. 16d @ 6" O.C. SHT'G PER PLAN SHT'G PER PLAN E.N.1f'l;;f=='::==='======;;~= E.N. B.N. "A35" @ EA. BLK JST. PER PLAN w / "ITT" HGR. 2 x 14 LDGR w/ B.N. 3 ROWS 5/8"¢ LAG SCREW @ 12" O.C. HOR. PER PLAN 11 20" TJI RIM JST. SOILD FILL JST. PER PLAN "A35" @ ~ 24" O.C. ~ SHEAR WALL PER PLAN S H EAR WA LL ---..________ PER PLAN "---.... HOLDOWN PER BM. PER PLAN PLATE 3/8" x 4" SQ. (DAP TO FIT) E.N. + + PLAN "ECC68" POST PER_/ PLAN "ECCQ" ~POST PER PLAN "MST48" BM PER PLAN 7 8 9 SHEAR WALL---..________ PER PLAN -------.., B.N. 16d @ 6" O.C. 1 1/4 TIMBER STRAND BLK'G SHT'G PER PLAN SHT'G PER\ PLAN \ E.N.~*====~=== B.N. IH+---+----.------------ JST. PER PLAN J w/ "U" HGR. • 2 x 1 0 LDGR w / 2 ROWS 16d @ 9" O.C., STAGG. E.N. SHEAR WALL_/ PER PLAN B.N. B.N. E.N. E.N. _ /SHEAR WALL / PER PLAN "A35" @ EA. BLK 16d @ 6" O.C. PER "A35"@ ~ EA. BLK JST. PER PLAN tlUILT UP TOP PLATE 5/8"¢ M.B. @ 12" O.C. 4 6x SHIM w/ 5/8"¢ x 9" LAG SCREW @ 24" O.C. B.N. B.N. -SHT'G PER PLAN JST. PER PLAN JST. PER PLAN w / "ITT" HGR. ~~-~~SHEAR WALL BM. PER PLAN SHT PLA 'G PER~ N <> ST. PER J p LAN \\ \ L f.J ~ PER PLAN PLAN POST PER-~ I BM. PER PLAN POST PER/ PLAN 5 ' "ST22" 11 I , I I L i"' L J <> a 6 / -2x NLR w/ 1/2"¢ STUD BOLT @ 24" O.C. 1YP. ~~ _> I I I -----f r\ I/ I/ I\ ~WALL PLAN PER (JST PLAN PER ' (E) STIFF. PLATE E.S. (FIELD VER ) > - I I 11/ EXIST'G COL. PLAN VIEW SH EAR WALL ---..________ P E R P LAN "---.... B.N. 16d @ 6" O.C. SHT'G PER PLAN E.N.~~=========:j E.N. SHEAR WALL_/ PER PLAN '/LT "A35"@ ~ EA. BLK JST. PER PLAN BUILT UP TOP PLATE 5/8"¢ M.B. @ 12" o.c. 2 3 C66" CNTR _ _/ "MST ON COL. V ~ -II EXIST'G BM:--VEXIS'TG COL. PER PLAN PER PLAN I ~/ ( 2 ' G ) ' ~ ~ 'r 12257 OLD PO~~IJ!~q<,1:;ROAD, SUITE A Poyv~~~2064 PHON!?c 1sl8) 679-1974 FAX (858) st9.)975 . ' 1 S5.6 #~ ..... c~,,.,., ... t. :z,/,$-/0 RCE Z,3/7, EXP. ,3 /4 /• IZ.. DATE REVIEwED BY INSPECTOR DATE ~6 CITY OF CARLSBAD 1---+--f------------------t----i---t--,----t ~ ENGINEERING DEPARTMENT 1---+--f------------------t----i---t--,----t SHEETS 141™: FRAMING DETAILS CARLSBAD CITY LIBRARY LEARNING CENTER APPROVED BY:_WILLIAM 1;..Pl,U MER 14~~!"!'~7.~rp.,.__~,,,,,. "2-4--<», 1----+--f-----------------t------lr------t-----t---t DEPUTY CITY ENGi NEER PE#: 28176 EXP: 03-31-06 DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: ,_, CHKD BY: RJO RVWD BY: PROJECT NO. 4001 I DRAWING NO. 434-5 I r 060806 B.N. SHT'G PER PLAN SHEAR WALL_/ PER PLAN JST. PER PLAN 1 1/2" POST PER PLAN + 1 1 /2" ' co .....__ "' B.N. a, PLATE 3/16" w/ 4-5/8 ¢ M.B. ------ BM. PER / PLAN 3/16 POST PER PLAN FOR ADD'L INFO. SEELJU ~ BM. PER PLAN 3/16 10 16d @ 6" O.C. 1 1/4 TIMBER STRAND :. ti! : ' •· 1 'I~ I I "A35" @ 24" o.c. DBL TOP PLATE 5/8"¢ M.B. @ 12" O.C. 4 S5.8 BM. PER PLAN I I I I'-.......__ - I ~ COL. PER PLAN I JST. PER PLAN 2x BLK'G w/ 4-16d @ 4' -0" O.C. 1 1 BM. PER PLAN 12 5/16 1 /2" STIFF. PLATE EA. SIDE 5/16 BM. PER- PLAN BM. PER PLAN .... , l'I 5/16[/ ~ ' • i\ I I I I I I + POST PER PLAN HOLDOWN PER PLAN SHT'G PER PLAN BM. PER PLAN -POST PER PLAN HOLDOWN PER PLAN 7 SHT'G PER PLAN JST. PER PLAN 8 POST PER 1,V PLAN I/ VHOLDOWN PLAN I, 4 1/4" !\ ' -s!-.....__ f<) PER SHT'G PER PLAN -~ I ---·- 2" ,. 5" -I . • I 1 .> I + + 3" ' PLATE 1/8" w/ 2 ROW s- 15-1 Od STAGG. I (TOTAL 30) I I E 3/16 x 3 x 11 -9 11-I I 4-5/8"¢ M.B. @ I I .c. .... fr'P. 1/4 [/ 9 BM. PER PLAN BM. PER PLAN w/ ''W" HGR. B.N. 2 ROWS B.N. EXIST'G BM:-' PER PLAN 1;: • I/ I SHT'G PER PLAN BM. PER PLAN JST. PER PLAN w/ "ITT" HGR. SHT'G PER PLAN JST. PER PLAN 1 /2" STIFF PLATE EA. SIDE 5 / BM PER PLAN / T + u + .> + ~ .l .. . L,,-EXIS'TG CO ~- i,v V PER PLAN / 2 ' ,, ,,,,S5.6, 6 B.N. SHT'G PER PLAN 1/4" STIFF PLATE-~~~+~======b=1 +I BM. PER PLAN 2 ROWS B.N. I JST. PER_j PLAN BM. PER PLAN + BM. PER PLAN SHT'G PER PLAN JST. PER PLAN 2 3 BM. PER PLAN B.N. SHT'G PER PLAN JST. PER PLAN S5.7 44& 7 (. ~,. , 9-1.s~/o RCF Z9l7' EXP 3 -3 {' tl DATE REVIE\,/ED BY• INSPECTOR DATE --------------------------1---+----I ~ crTErGIN~rNG ~bn~~N~AD L_ _ _J___ __ L_ ______________ ,_. ____ ----------·---+---+---+--+- t AS BUILT SHEETS 1~71-M- --------------+-----1------'------------- FRAMING DETAILS l----+--i------------------1----·-·-·-______ ,_ __ +---1 CARLSBAD CITY LIBRARY LEARNING CENTER --1-------· --···----· - APPROVED BY WILLIAM E l----+----1--------------------+- ------·--·--------+---1 _ ___,_ ____ -------- 060806 BM PER PLAN POST PER/ PLAN BM. PER PLAN BM. PER PLAN TYP. 3/16 COL. PER PLAN ., I I I I I I I I I I • I I \ + + ~ ' . \ I I I I I I I I I I "ECCU" "MST48" PLATE 1 /2 COL. PER PLAN 3/16 PLATE 1 /2 COL. PER PLAN 1 0 1 1 12 X <( ::,. B.N. 0 I <[) z ::,. 0 I n E.N. SHEAR WALL_/ PER PLAN ~~1r-~ -2 x 8 w/ 16d @ 6" O.C. TO BLK'G 2 x 6 @ 24" O.C. w/ 2-T.N. EA. END. 2 x 8 w/ 16d @ 6" O.C. TO BLK'G 2 6 FLAT LK'G JST. PER PLAN TYPICAL PARAPIT BRACE BM. PER PLAN SHEAR WALL~ PER PLAN , 16d @ 6" O.C. B.N. BM. PER PLAN E.N. ~: COL. PER I PLAN SHT'G PER PLAN JST. PER PLAN SHT'G PER PLAN "CCOQ" 8 9 5 11 1 SIM. S5.3 ' N ...____ - tj- PLATE 1/4" w/ 3- 3/4"¢ M.B. 3/16 1/2" 1/2" + + 10 I I I I I I I I I I I + "MST48" 6x POST PER PLAN 3/16 ' n 4 SS.7 "ECCOQS" COL. PER PLAN 9 SS.2 SHT'G PER PLAN BM. PER PLAN 4 BM. PER PLAN = = f--_ -_ -~~--:==:::-~~==-~-□~ II II ~ POST PER/ PLAN + I + + + _l SHEAR WALL_/ PER PLAN "ECCU" JST. PER PLAN SHT'G PER PLAN "A35" PER BLK'G JST. PER PLAN 6 SHT'G PER PLAN POST PER PLAN BM. PER PLAN JST PER Pl.AN •/ / "ITT" HGR. B.N. \ JST PER PLAN -PLATE 3/8" x 4" SQ. SHT'G PER PLAN \_JST. PER PLAN 2 3 SHT'G PER PLAN JST. PER PLAN 2 ROWS B.N. "THA" HGR. FOR ADD'L INFO. SEE(s"\ ~ ~&~ SHEAR WALL~ PER PLAN "---.... 16d @ 6" O.C. B.N. 4 x 8 FLAT BLK'G CONT. UNDER WALL ~ JST. PER PLAN BM. PER PLAN OR.I·(·:N St,uctura~~ ih~ Inc. 12257 OLD POi~.'j,~1QQ.fOAD, SUITE A POW¥,/eili,2064 PHON~ (858/fii9-1974 F;,:/. (858) 6191975 . . 1 S5.8 ....e&-'4"i ~~~ •z:.. ?-.1wa RCE Z/Jl7C, EXP :J,;f/,,/2 DATE REV!EwED BY• INSPECTOR FRAMING DETAILS DATE SHEETS l'i~ CARLSBAD CITY LIBRARY LEARNING CENTER APPROVED BY: WILLIAM E~ER 1-------+-----+---------------+----'--+----+----< ~~L,~, --•½-2-~,~t. DEPUTY CITY ENGINEER PE#: 28176 EXP: 03-31-06 DATE t--~-+-~-+---------------t-------,--t---+----i OWN BY: B.N. DATE INITIAL DATE INITIAL DATE INIT!AL CHKD BY: RJ.O ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: I DRAWING NO. 434-5 ~-----~ PROJECT NO. 4001 i I I I ,- 1 I I ~ _J 3 S6.3 --i_ -___;' ' . -__;. . □m----t---aJ 1"'j !:O "--.. N X N X U) N I - U) tr ENLARGE STAIR PLAN 4 S6.3 □ [l 5 ' ' I I 6 ENLARGE STAIR □ 9 SIM. S6.2 HS aJ 12 X '----L3x3x1/4 "' 7 X N X L3x3x1/4 co (J) (J) HS 1 S6.3 9 S6.2 EN LARGE ST A I R PLAN (1\ S6.2 T'YP. - - -- DI--- C12 x 20.7 I I I I I • I C12 x 20.7 I I ( 3' \s6 2 - PLAN 6 S6.2 T'YP. 3 I I - I / 4 \ I ~ I I I 'I 4 (4' \?_6.2 c: 1----- ,_ ____ ill ( 3 " ~ I ,.__ ,.__ 0 0 N .. X X N N --u u / 1 "\ S 6 . 2 ~ T'YP. 12< ENLARGE S1 AIR PLAN I A.S [J(J/LT IX I I 2 0°!_·~-----N .1~~/i ' Structura~ff~ it191 Inc. 12257 OLD POM,~Rf"-_QO. '.FOAD. SUITE A POW J¥-,eA~064 PHOl✓/i (858) 6'79-1974 FAX (858) 679'. J 975 1 S6.1 .4¼-,,; ~~•.r•~ .9,As-.(4 RCE ?,.817" EXP 3 .3 /' l:Z. DATE REV!E\./ED BY, INSPECTOR DATE [sHml9 CITY OF CARLSBAD SHEETS 1----+----+----------------+------l---1-------1------l ~ ENGINEERING DEPARTMENT l't?-1:3,1 ENLARGE STAIR PLAN CARLSBAD CITY LIBRARY LEARNING CENTER DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DA TE INIT!AL OTHER APPROVAL CITY APPROVAL DWN BY: SN. CHKD BY: R0.0. RVWD BY: PROJECT NO. 4001 I DRAWING N 0. 434-5 I ' il6G~06 STRINGER PER PLAN BENT PLATE 10 GA., TYP. STRINGER PER PLAN 3/16 X STRINGER PER PLAN CLOSURE PLATE 3/16" PLATE 10 GA, \BM. PFR PLAN ~~~----< TYP. 1/8 1 0 1 1 12 BM. PER PLAN 3/16 STRINGER PER PLAN PLATE 10 GA, BM. PER PLAN 1/8 STRINGER PER PLAN 3/16 STRINGER PER PLAN PLATE 10 GA, CLOSURE PLATE 3/ 16" PLATE 10 GA, BM. PER PLAN 3/16 STRINGER PER PLAN 7 8 9 [ CLOSURE PLATE 3/16" [ STRINGER PER PLAN BENT PLATE 10 GA., TYP. 1/8 PLATE 1/2 w/ 4-3/4 r/J M.B. STRINGER PER PLAN 4" / / / / ,--------1 / / I I / /,-----------1 / / / / / 1.----+-------i "' / PLATE 1 / 2 "r/J w / .,,,,, 2-"KB-II" ,..---1"1c'c==f=~ / (4" MIN. EMBED.) • • 1 '-2!1 6 ~2-#5 T & B ' -tj- 1 SHT'G PER PLAN BM. PER PLAN ~~~--s:TYP. 1/8 1 1/2" 1 1/2'' STRINGER PER PLAN 4 5 6 t ~ + ~ -~+ PLATE 1/2 •/ /' 2-3/4"¢ M.B. STRINGER PER PLAN 1 /,IS BU/LT 1 1 / 4" 1/8 STRINGER PER PLAN BENT PLATE 10 GA. 2 [ 1/4 STRINGER PER PLAN BENT PLATE 10 GA., TYP. 2 SHT'G PER PLAN BM. PER PLAN ~-;--,---,--( TYP. 1/8 OR.I:-·N .~~- Structura ,~~~ee V19i Inc. 12257 OLD POM,'\:Ri:~9Q:J,l:)AD, SUITE A POW~A~2064 PHO~I~ (8~8) '/t9-1974 FA)( (858) 67~ 1975 1 S6.2 .d'&.P..; ~~JC 9-&s: -✓.:> RCE~.26 EXP 3-3/•(Z. DATE REV!EwED BY: INSPECTOR DATE fsHml0 CITY OF CARLSBAD l----+---1-----------------+---,---t--------+-------I ~ ENGINEERING DEPARTMENT l----+---1-----------------+---,---t--------+--I SHEETS N7'1=;¾. STAIR DETAILS CARLSBAD CITY LIBRARY LEARNING CENTER APPROVED BY: WILLIA~E.~ER l------+--t----------------+---1-----t--------t---1 ~e,,;:. -0. J_:J!n,,._,,_ -z-~-,:) 6 DEPUTY CITY ENGINEER PE#: 28176 EXP: 03-31-06 DATE DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: B.N. CHKD BY: R.W RVWD BY: PROJECT NO. 4001 I DRAWING NO. 434-5 (10~ / ' ,7 ' / / ' 18 '-. ,/ ' / \. X 12 9 '-. ,I STRINGER PER PLAN BENT PLATE 10 GA. 1/8 V / ' ,4 '-. / / \. 5 ' ,I [ I I I I COL. PER~I PLAN CLOSURE PLATE 3/16" ..... I I \ STRINGER PER PLAN 4" STRINGER PER PLAN PLATE 3/8 x 5" SQ. /- / /- 1 I /F-"---'=> /- r.:=+=:;...;:;;;~ ,✓ /-PLATE 1/2''¢ w/ / ' 2 '-. ./ ::_,,\ ;:~./,1/ -~ /o ,,-,,-2-"KB-II" /-(4" MIN. EMBED.) _l'cf!'=t~~I #4 OWLS @ 18" O.C. w/ SIMPSON "SET" EPOXY, 4" MIN. EMBED., I.C.B.O. #5279, TYP. • ·1 r 'st- 1 -- ~---~ ----+-----------', 1'-2" -2-#5 T & B / " 3 \. ,I COL. PER BELOW / I , / STRINGER I I PLAN I I PER I I PLAN\ I I \I I • PLATE 3/8 x 5" SQ. I I ---f~-,' ~71 i /lc7:J_ ==:t-:=--==--c=---==-=:-=--=::J 1/\ 11 i :__" t) 2 l / I l STRINGER PER PLAN / ' PLAN VIEW 1 0 ,• -/ ,... 'Ill , j . c;, , C: IU~~.N Structura~. 11ef ittg1 Inc, ,,1~ •· ·., ' ,' ' f';'; ' ---,: 12257 OLD PO~~~Q'll',!<OAD, SUITE A POW~+e~064 PHON!l' (8;;8)6/9-1974 FA)( (858) 8'/!11975 " '/ . ~ '-. / RCE ?,./Jt7(, EXP 3-:S/•/2 DATE REV!EwED BY, INSPECTOR DATE //\ ,4SOUILT ~ CITY OF CARLSBAD l-----+-----IC-----------------+------1--+-----+---I ~ ENGINEERING DEPARTMENT SHEETS 1~7~ ~==-==========='--==~ STAIR DETAILS CARLSBAD CITY LIBRARY LEARNING CENTER APPROVED BY, WILLIAMr,\U)1MER l----+--1----------------+-----+----+----+----I 4#~ /, 6-U~ DEPUTY CITY ENGINEER PE#, 28178 EXP, 03-31-06 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OWN BY, SN, I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY f--D-TH-ER-AP~PR-0-VA-L +--C-IT_Y_A~PP-RO-V-AL-I RVWD sv', R,J,O, ~---4_0_0_1 __ ~ 434-5 ,- SYMBOL w /RTu\ \2/ ROOF TOP AIR CONDITIONING UNIT SCHEDULE EVAPORATOR FAN COOLING CAPACITY HEATING CAPACITY ELECTRICAL MIN. FILTER MAX. MANUFACTURE/MODEL SERVES EFF. AMB EDB EWB TOTAL CAP. SENSIBLE CAP. INPUT OUTPUT THERMAL COMPRESSOR I.D. FAN OD. FAN OSA SIZE& OPER. REMARKS CFM E.S.P. DRIVE SEER F F F (MBH) (MBH) (MBH) (MBH) EFF. RLA LRA FLA FLA MCA V PH. HZ CFM (QTY.) WT (LBS) CARRIER/48PGD014 GROUND 5200 1.5 BELT 13.0 83 78.2 64.6 162.89 123.54 181.0 148.4 82.0 22.4 149 15 1.9 72.3 230 3 60 1695 20x25x2 1400 CD0®©®®0 LEVEL (4) CARRIER/48PGD014 UPPER 5200 1.5 BELT 13.0 83 78.2 64.6 162.89 123.54 181.0 148.4 82.0 22.4 149 15 1.9 72.3 230 3 60 1680 20x25x2 1400 CD®®©®®® LEVEL (4) CD PROVIDE WITH FACTORY ROOF CURB. © PROVIDE MODULATING POWER EXHAUST @ PROVIDE WITH FACTORY APPLIED COIL AND FIN CORROSION PROTECTION. @ PROVIDE DISCONNECT SWITCH AND STARTER. @ PROVIDE SMOKE DETECTOR ON SA DUCT MAIN @ PROVIDE FULLY MODULATING (0%-100%) FACTORY ECONOMIZER 0 INTERLOCK ROOF TOP UNIT WITH EF-1, EF-2, EF-3, AND EF-6 FOR RELIEF AIR. @ INTERLOCK ROOF TOP UNIT WITH EF-4, AND EF-5 FOR RELIEF AIR.. SYMBOL w ® SEISMIC DATA SCHEDULE LEGEND WEIGHT DIMENSIONS BASE SPRING BOLT SELECTION NUMBER MANUFACTURE/MODEL SERVICE DEFLECTION OF BOLTS REMARKS SYMB./ABBREV. DESCRIPTION (LBS.) H. L. W. TYPE NOOF SIZE EMBEDMENT (IN.) /IN.) /IN.) (IN.) SUPPORTS /IN.) /IN.) PER SUPPORT -5,-L_/_//½ EXIST. DUCT TO BE REMOVED MASON INDUSTRIES/ ROOF TOP UNIT RTU-1 2000 50 88 58 SPRING 2 4 318 SLF-B2-680-ISC-U39-2D MASON INDUSTRIES/ ROOF TOP UNIT RTU-2 2000 50 88 58 SPRING 2 4 3/8 SLF-B2-680-ISC-U39-2D CD ISOLATED WEATHERPROOF CURB COMPLETE WITH ADJUSTABLE 2" DEFLECTION SPRING MOUNTS AND SEISMIC RESTRAINTS. (ISC) @ PLACE ROOF TOP UNIT ON TOP OF ISOLATION CURB AND FASTEN SECURELY PER MANUFACTURER'S RECOMMENDATIONS. SYMBOL ffi ffi ffi ffi ffi ffi ® EXHAUST FAN SCHEDULE ELECTRICAL DAT A MANUFACTURE/MODEL SERVICE GREENHECKICSP-A510 WOMEN'S RR-1ST FLR GREENHECK/CSP-A290 MEN'S RR-1ST FLR GREENHECK/CSP-B110 UNISEX RR-1ST FLR GREENHECK/CSP-A200 WOMEN'S RR-2ND FLR GREENHECK/CSP-A200 MEN'S RR-2ND FLR GREEN HECK/CSP-A 125 JAN. CLOSET 1ST FLR GREENHECK/SQ-95-D ELEV. EQUIP. RM. INTERLOCK EXHAUST FAN WITH RTU-1 INTERLOCK EXHAUST FAN WITH RTU-2 TYPE HP WATTS CEILING MOUNTED --217 CEILING MOUNTED --80 CEILING MOUNTED --80 CEILING MOUNTED --48 CEILING MOUNTED --48 CEILING MOUNTED --55 IN-LINE 1/8 -- CD 0 ® © ® PROVIDE 112" GALVANIZED WIRE MESH SCREEN AT THE INLET OF THE EXHAUST FAN. PROVIDE MANUFACTURER'S NEOPRENE HANGING ISOLATOR. PROVIDE REVERSE ACTING THERMOSTAT (HONEYWELL T4054B-1016 OR EQUALL). SET FAN "ON" TEMP. AT 80 F AND FAN "OFF" TEMP. AT 75 F. VOLTS PHASE 115 1 115 1 115 1 115 1 115 1 115 1 115 1 RPM 1070 1050 950 900 900 1100 1550 3 4 3 4 WEIGHT DRIVE CFM S.P. (LBS) DIRECT 464 .25 36 DIRECT 300 .25 21 DIRECT 100 .1 10 DIRECT 231 .1 21 DIRECT 231 .1 21 DIRECT 114 .25 21 DIRECT 604 .375 45 @ PROVIDE BACK DRAFT DAMPER. 0 PROVIDE DISCONNECT SWITCH. ECONOMIZER SCHEDULE SYMBOL w (~c) MANUFACTURE/MODEL SERVICE TYPE MICROMETUPED-PG1012-MOD2 GROUND LEVEL PROPELLER FAN MICROMETL/PED-PG 1012-MOD2 UPPER LEVEL PROPELLER FAN CD PROVIDE MODULATING POWER EXHAUST TO INTEGRATED ECONOMIZER. @ ATTACH EXHAUST FAN TO ECONOMIZER ON RTU-1 AND RTU-2. CD® NEW DUCTWORK CD® CEILING DIFFUSER [2] RETURN REGISTER/GRILLE EXHAUST GRILLE THERMOSTAT ® SMOKE DETECTOR cp PHASE(PH) ,-,J\/VV\IV\, FLEXIBLE DUCT ~ FIRE DAMPER REMARKS FSD ◄(] FIRE/SMOKE DAMPER G::@ /'/'7/ BACK DRAFT DAMPER G::@ - -_J VOLUME CONTROL DAMPER AFF ABOVE FINISHED FLOOR G::@ BIR BELOW ROOF ®]) CFM/ . CUBIC FEET PER MINUTE ®]) -CD --CONDENSATE DRAIN ON DUCTWORK SLOPED DOWN G::@ DTR DOWN THROUGH ROOF ~ (E) EXISTING EA EXHAUST AIR EG EXHAUST GRILLE (L) LINED DUCTWORK OBD OPPOSED BLADE DAMPER OSA OUTSIDE AIR RA RETURN AIR RAG RETURN AIR GRILLE SA SUPPLY AIR TYP TYPICAL REMARKS UP DUCTWORK UP CD® CD® 1 /l6 8C//t. T Tezo Design Consulting In Mechanical Engineering 8211 VINCETIA DR. NO. 10 LA l\IESA, CA 91942 (619) 465-8820 PHONE (619) 465-7235 FAX ~----''----. tezadesign@aol.com M 1 . Q 11 AS BUILT" ✓ -~nn, C~.,. -z. 9-/t5-ro RCE '2/Jt 7C EXP, :3 -3 t · .,,2_ DATE REVIE\v'ED BY• INSPECTOR DATE ~2 CITY OF CARLSBAD SHEETS l----+----1---------------+-----l--+---+----I ~ ENGINEERING DEPARTMENT '~7ar l-----+----1---------------+----+--+----+----t MECH. LEGEND & SCHED. CARLSBAD CITY LIBRARY LEARNING CENTER APPROVED BY: WILLIAM E. PLUMMER 1---+---+---------------+------,1--+---+--4h~'#~~~+"~~Unehq.---2-~-o~ DATE DATE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL aTY APPROVAL DWN BY: P= CHKD BY: ~$G _ RVWD BY: so PROJECT NO. 4001 I DRAWING NO. 434-5 h ~ I I' SPLIT SYSTEM AIR CONDITIONING UNIT SCHEDULE AIR HANDLING UNIT (INDOOR) CONDENSING UNIT (OUTDOOR) COMBINED CAPACITY EVAPORATOR FAN MOTOR ELECTRICAL COOLING CAPACITY OP.WT. SYMBOL MANUFACTURE/MODEL ELECTRICAL FILTER OP.WT. SYMBOL MANUFACTURE/MODEL LBS. AMB EDB EWB TOTAL SENSIBLE CFM OSA ESP HP DRIVE V. PH. HZ. FLA WSA OPD V. PH. HZ. FLA WSA OPD TYPE SIZE LBS. F F F CAP. (MBH) CAP. (MBH) ffi LIEBERT/MMD18E 600 25 .40 1/5 DIRECT 208 1 60 1.4 1.8 15 THROW 16"x20"x1" 265 w LIEBERT/PFC020A 208 1 60 11.4 13.9 20 200 83 76.1 62.2 18.0 13.5 AWAY CD PROVIDE DISCONNECT SWITCH AND STARTER. @) PROVIDE FILTER CLOG SWITCH. @ PROVIDE 7-DAY PROGRAMMABLE THERMOSTAT, LOCATE 4'-0" AFF. @ INSTALL EQUIPMENT IN UPPER FLOOR CEILING SPACE PER HANGER DETAIL 1 ON SHEET M4.0. © SIZE REFRIGERANT SUPPLY AND LIQUID PIPING PER MANUFACTURER'S RECOMMENDATIONS. VARIABLE VOLUME/TEMPERATURE (VVT) SCHEDULE, (RTU-1) VARIABLE VOLUME/TEMPERATURE (VVT) SCHEDULE, (RTU-2) SYMBOL w w w w w w w w w w INLET RATEDCFM ZONE DESCRIPTION MANUFACTURER/ DUCT WEIGHT REMARKS MODEL SIZE MIN. MAX. (LBS) Z/1-1 SINGLE DUCT CARRIER/ 811 X 1411 250 685 11.5 CD® 332CD1408ZC-01 Z/1-2 SINGLE DUCT CARRIER/ 811 X 18" 220 775 13 CD® 332CD1808ZC-01 Z/1-3 SINGLE DUCT CARRIER/ 6" 0 50 145 7 CD®@ WITH RE-HEAT 332CDR06ZC-01 Z/1-4 SINGLE DUCT CARRIER/ 8"x14" 190 580 11.5 CD® 332CD1408ZC-01 Z/1-5 SINGLE DUCT CARRIER/ 8" x 1 O" 165 510 10 CD® 332CD1008ZC-01 Z/1-6 SINGLE DUCT CARRIER/ 8"x 14" 225 700 11.5 CD®© 332CD1408ZC-01 Z/1-7 SINGLE DUCT CARRIER/ 8"0 110 325 9 CD®© 332CDR08ZC-01 Z/1-8 SINGLE DUCT CARRIER/ 8"x1811 250 760 13 CD® 332CD1808ZC-01 Z/1-9 SINGLE DUCT CARRIER/ 8" X 10" 180 560 10 CD® 332CD1008ZC-01 Z/1-10 SINGLE DUCT CARRIER/ 6" 0 55 160 7 CD® 332CDR06ZC-01 CD WT SHALL MODULATE BETWEEN THE MINIMUM VENTILATION SET POINT AND MAXIMUM SUPPLY AIR. @) PROVIDE OPTION BOARD CARRIER 33ZCOPTBRD-01 FOR FUTURE RE-HEAT CAPABILITY. @ PROVIDE 1.0 kW ELECTRICAL RE-HEAT TO TEMPER AIR. © PROVIDE CARRIER 33ZCT56C02 FOR CARBON DIOXIDE SENSOR. AIR DISTRIBUTION SCHEDULE SYMBOL MAKE&MODEL NECK SIZE REMARKS 0 KRUEGER: SERIES 1240 10x10 PROVIDE MODULAR ADJUSTABLE SQUARE DIRECTIONAL PATTERN-EXTRUDED ALUMINUM 0 KRUEGER: SERIES 1240 12x12 DIFFUSER WITH REMOVABLE PERFORATED FACE. © PROVIDE ALUMINUM OPPOSED BLADE KRUEGER: SERIES 1240 14x14 VOLUME CONTROL DAMPER. D) KRUEGER: SERIES 1240 16x16 © KRUEGER: SERIES 5815 10x6 0 KRUEGER: SERIES 5815 12x6 © KRUEGER: SERIES 5815 14x8 (H) KRUEGER: SERIES 1615 4'-0"x4" (1) KRUEGER: SERIES 1615 51-011x411 (J) KRUEGER: SERIES 1615 2'-0"x4" (K) KRUEGER: SERIES 1240 8x8 e KRUEGER: SERIES 6290 8x8 ® KRUEGER: SERIES 6290 10x10 @ KRUEGER: SERIES 6290 12X12 § KRUEGER: SERIES 6290 14x14 @ KRUEGER: SERIES 6290 16x16 ® KRUEGER: SERIES 5810 18x8 @ KRUEGER: SERIES 1615 4'-0"x4" < HH) KRUEGER: SERIES 1615 5'-0"x4" INLET RATEDCFM SYMBOL ZONE DESCRIPTION MANUFACTURER/ DUCT WEIGHT REMARKS MODEL SIZE MIN. MAX. (LBS) (~) Z/2-1 SINGLE DUCT CARRIER/ 811 x 14" 200 620 11.5 CD0@ 332CD1408ZC-01 w Z/2-2 SINGLE DUCT CARRIER/ 811 X 14" 210 630 11.5 CD® 332CD 1408ZC-01 w Z/2-3 SINGLE DUCT CARRIER/ 8" X 1411 180 600 11.5 CD0@ 332CD 1408ZC-01 w Z/2-4 SINGLE DUCT CARRIER/ 8" 0 100 315 9 CD®@ 332CDR08ZC-01 w Z/2-5 SINGLE DUCT CARRIER/ 8" x 10" 180 550 10 CD® 332CD1008ZC-01 w Z/2-6 SINGLE DUCT CARRIER/ 8" 0 130 400 9 CD® 332CDR08ZC-01 w Z/2-7 SINGLE DUCT CARRIER/ 811 0 90 270 9 CD® 332CDR08ZC-01 w Z/2-8 SINGLE DUCT CARRIER/ 8"0 95 295 9 CD® 332CDR08ZC-01 w Z/2-9 SINGLE DUCT CARRIER/ 8" X 101' 170 515 10 CD®@ 332CD1008ZC-01 w Z/2-10 SINGLE DUCT CARRIER/ 8"x 18" 265 815 13 CD® 332CD 1808ZC-01 w Z/2-11 SINGLE DUCT CARRIER/ 6" 0 60 190 7 CD®@ 332CDR06ZC-01 CD WT SHALL MODULATE BETWEEN THE MINIMUM VENTILATION SET POINT AND MAXIMUM SUPPLY AIR. @ PROVIDE OPTION BOARD 33ZCOPTBRD-01 FOR FUTURE RE-HEAT CAPABILITY. @ PROVIDE CARRIER 33ZCT56C02 FOR CARBON DIOXIDE SENSOR. 1. PROVIDE MATCHING LAY-IN FRAMES FORT-BAR CEILINGS AND BEVELED MOUNTED FRAMES FOR SOLID CEILINGS. 2. ALL CEILING MOUNTED GRILLES, REGISTERS AND DIFFUSERS SHALL BE PAINTED TO MATCH CEILING. 3. ALL GRILLES, REGISTERS AND DIFFUSERS FOR LAY-IN CEILINGS SHALL HAVE 24x24 PERFORATED FACE PANELS. 11\ 4 S IJ{J/l. T DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL 011-lER APPROVAL DATE INITIAL CITY APPROVAL REMARKS CD®@© Tezo Design Consulting In Mechanical Engineering 8211 VINCETTA DR. NO. 10 LA :MESA, CA 91942 (619) 465-8820 PHONE (619) 465-7235 PAX te,adesign@aul.co1n M1 .1 "AS BUILT" 11 _/ ~A C: / ~,_,->-. 1 9-/$' -'/() I RCE za,,, EXP, ~-3/• /L. DATE REVIE\vED BY• INSPECTOR DATE ~ CITY OF CARLSBAD SHEETS 1~7t3'F-3 ENGINEERING DEPARTMENT MECHANICAL SCHEDULES CARLSBAD CITY LIBRARY LEARNING CENTER APPROVED BY: WIL~M ~LIMMER __,,_,,_; .// • 'J ., --✓. .. .., 2-c.-oc. DEPUTY CITY ENGINEER PE#: 28176 EXP: 03-31-<)6 DATE DWN BY: Pam I PROJECT NO. I ORA 'MNG NO. CHKD BY: SG RVWD BY: SG 4001 434-5 I A B (c) Co) I-F (G E a a "j l u .. " 0 0 0 " :::_, 0 u ' I ~----i--t-- (IF-----1 ->-+---------"-~. _-_______ -r-r -. -__ ----,;=,:1=c=::11::;=· ====,==rc~¥Aw il4S tl51,_,-ct-al ' Z/1-5 ' 1 0 t · 0~--------------r~-· =-·='-~====L=---=Lr~=,=="*=-="_ ~~l, w-- ---- 12 "" 1 7 J • I c'· '-..:_) f4X - 16 X8 : l cb ~) □ ~? J K CD "· • "· 0 " 0 " u " --· :v-iTflTTI · 1 w1u1 --· -- Ff~:k:==l20 X 8 "--Ill-Z/ 1-2 .. --7 1H",_<-[J]I \.'..'..I. 525 110 8 x.,__ 8 /',==2:1:=:=E=;l;'i 8 0 (TYP. --·---- 102 I (' I I ___ I +---80 I (Ml ~r I I t---- I I I --~ i ----· ---------· ~cD --~,0 ----~ -~ I : __ _,_ --- --~~(j_) I I I I I --~ --~ :_ ----,o,/1-Q _L_ "-~ ---i-; ----~1 -----~~2 GROUND LEVEL MECHANICAL~;~~.(() DATE GENERAL NOTES: 1. INSTALL MANUAL VOLUME DAMPERS ON ALL SUPPLY AND RETURN BRANCH DUCTS TO DIFFUSERS AND GRILLES. 2. PROVIDE THERMOSTATS FOR ALL WT BOXES. INSTALL THERMOSTATS ON INTERIOR WALLS, AWAY FROM DIRECT SOLAR EXPOSURE, AT 48" ABOVE FINISHED FLOOR. 3. PROVIDE BY-PASS DUCT WITH STATIC PRESSURE SENSOR AND DAMPER ACTUATOR. INSTALL DUCT A MINIMUM OF 15 FEET AWAY FROM INLET TO RTU-1. 4. COORDINATE CONSTRUCTION DOCUMENTS WITH ALL DISCIPLINES. ANY DISCREPANCY SHOULD BE BROUGHT TO THE ARCHITECTS ATTENTION. 5. TRANSITION INTO AND OUT OF WT BOXES WHERE NECESSARY. 6. TRANSITION FROM RECTANGULAR DUCT TO ROUND DUCT WHERE NECESSARY. SHEET NOTES: 0 0 0 0 ® © 0 PROVIDE CARBON DIOXIDE SENSOR. PROVIDE 24" x 26" BY-PASS DUCT. INSTALL BACKDRAFT DAMPER IN THE RETURN DUCT, JUST UPSTREAM (AWAY FROM RTU-1) OF THE TEE JOINING THE BY-PASS AND THE RETURN DUCTS. PROVIDE 4" x 6" DOOR LOUVER WITH 50 % FREE AREA GREENHECK, ESJ MODEL EXHAUST AIR DUCT THROUGH WALL TO WALL CAP. PROVIDE 16" x 18" RELIEF LOUVER WITH 12" PLENUM 50% FREE AREA GREENHECK, ESJ MODEL PROVIDE 18" x 24" INTAKE LOUVER 50% FREE AREA GREENHECK, ESK MODEL PROVIDE 1.0 Kw ELECTRICAL RE-HEAT TO TEMPER THEAIR. RTU-1 I I /ROOF (TYP.) ,__ V FIRE RATED WALL (TYP.) RA DUCT"- /UPPER FLOOR ' ' CEILING/ zs zs "'-._ SA DUCT FD FD (TYP.) LOWER FLOOR DUCT RISER DIAGRAM NOTTO SCALE I,\ 4S 8llll T INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlliER APPROVAL CITY APPROVAL ·-~ I Tezo Design I Consulting In Mechanical Engineering 8211 VINCETTA DR. NO. 10 LA l\IRSA, CA 91942 (619) 465-8820 PHONE (619) 465-7235 F1\X tezadesign@aol.cmn M2.0 11 AS BUILT" .dv4~ c:~,,,_.,'1 ,?-,/5.,LO RCE '2017<,_ EXP. :1:4 l· L2 ' DATE REVIE\vED BY• INSPECTOR DATE [::] CITY OF CARLSBAD SHEETS 1~1t3t 4 ENGINEERING DEPARThlENT GROUND LEVEL MECH. CARLSBAD CITY LIBRARY LEARNING CENTER APPROVED BY: WILLIA~ 2. ~ e,,, ,)w_ ~A•i-T• ~ DEPUTY CITY ENGINE~R PE#: 28176 EXP: 03-31-06 DATE DWN BY: earn I PROJECT NO. I DRAWING NO. CHKD BY: SG 4001 RVWO BY: SG 434-5 L_ A B (c D (E' (F (c;1 ~I) 0 ) C "" .. m ~r ~, 0 0 0 u " I ~----t t- r,;\<_o••· 0···-·' ·---1 ---- 10 0 Z/2-7 26X 24 SA ~ 0~"--- 20 X 8-"ftF:=___'Nc;;.2.~~_jWf+,":.=~'lfL=~~~J;, 14 0 G:F--- G:F-10 0 -----F 10 01 ~ ~-- -6 0 L)'=;A=;?:14~X~8 ='pc= ~I 12 0-· ---60 Z/2-9 1 35 ®=---- 10 COS m C A 14 X 8 . I I I -1 I L_ ---- (c) 12 515 ----1_ ____ _ A ~o) .•. 24X22 RA 201~ D!,!fT DN . ~ 10 X 8 (TYP.) 12 X 8 ------ L.=====:::'::I ----- UPPER LEVEL MECHANICAL ~;~~-( () K (L a ,. " C, .• , . 10 0 --~ 1--·· __L @ m? :1 --~~ --~ ---------=v) --~ --~ "'' 10 '0 ' 11 ~@ DATE GENERAL NOTES: 1. INSTALL MANUAL VOLUME DAMPERS ON ALL SUPPLY AND RETURN BRANCH DUCTS TO DIFFUSERS AND GRILLES. 2. PROVIDE THERMOSTATS FOR ALL WT BOXES. INSTALL THERMOSTATS ON INTERIOR WALLS, AWAY FROM DIRECT SOLAR EXPOSURE, AT 48" ABOVE FINISHED FLOOR. 3. PROVIDE BY-PASS DUCT WITH STATIC PRESSURE SENSOR AND DAMPER ACTUATOR. INSTALL DUCT AS FAR AWAY FROM RTU-2 INLET AS POSSIBLE. 4. COORDINATE CONSTRUCTION DOCUMENTS WITH ALL DISCIPLINES. ANY DISCREPANCY SHOULD BE BROUGHT TO THE ARCHITECTS ATTENTION. 5. TRANSITON INTO AND OUT OF WT BOXES WHERE NECESSARY. 6. TRANSITION FROM RECTANGULAR DUCT TO ROUND DUCT WHERE NECESSARY. SHEET NOTES: 0 0 0 0 0 0 PROVIDE CARBON DIOXIDE SENSOR IN ROOM. PROVIDE 22" x 16" BY-PASS DUCT. INSTALL BACKDRAFT DAMPER IN THE RETURN DUCT, JUST UPSTREAM (AWAY FROM RTU-2) OF THE TEE JOINING THE BY-PASS AND THE RETURN DUCTS. PROVIDE 24" x 16" BY-PASS DUCT. INSTALL BACKDRAFT DAMPER IN THE RETURN DUCT, JUST UPSTREAM (AWAY FROM RTU-2) OF THE TEE JOINING THE BY-PASS AND THE RETURN DUCTS . ROOF ACCESS LADER. 8" EXHAUST AIR DUCT UP THROUGH ROOF. REFRIGERANT SUPPLY AND LIQUID PIPING UP TO CU-1 ON ROOF. SIZE PIPING PER MANUFACTURER'S RECOMMENDATIONS. 0 PROVIDE FC-1 ACCESS DOOR PER MANUFACTURER'S RECOMMENDATIONS. RTU-2 RA DUCT""' I I / ' ,I ' ROOF (TYP.) _/ 2i 2i SA DUCT FIRE RATED FD FD WALL /UPPER FLOOR CEILING/ (TYP.) / LOWER FLOOR DUCT RISER DIAGRAM NOTTO SCALE 1,, ,45 BO/LT INITlAL DATE INITlAL DATE INITlAL ENGINEER OF WORK REVISION DESCRIPTION OlliER APPROVAL CITY APPROVAL ) Tezo Design Consulting In Mechanical Engineering 8211 VINCETTA DR. NO. 10 L\ l\1ESA, CA 91942 (619) 465-8820 PHONE (619) 465-7235 FAX tezadesign@aol.com M2.1 "AS BUILT" ~;,~J'.i~ 2-&~,Ld RCE ?.fll7' EXP. ~-3 £-Lz DATE REVIE\v'ED BY• INSPECTOR DATE ~ CITY OF CARLSBAD SHEETS IY_ful-5 ENGINEERING DEPARTMENT UPPER LEVEL MECH. CARLSBAD CITY LIBRARY LEARNING CENTER APPRO_;'ED BY: ~ILLIAM E1k &}d/./4:&-, /', '# m,,,.__ 2-6-J~ DEPUlY CllY ENGINEER PE#: 28176 EXP: 03-31-<)6 DATE DWN BY: Pam I PROJECT NO. I DRAWING NO. CHKD BY: SG 4001 RVWD BY: SG 434-5 , ' 0. W' " -o, ~~ if," '! --· ~--+------+------+---➔-·--~·+•-+--+-+----➔ TRANSITION TO 26 x 24 SA DUCT TRANSITION TO ~-~ 24 x 22 RA DUCT T ANSITION TO 2 x 22 RAOUCT -------- --- -------''+------+- ---· ~-+-+- TRANSITION TO .-26 x 24 SA DUCT ---,..__ ____ _ MECHANICAL ROOF~~~.~.(() 0 w C s m 0 I t I===='---L DAlE GENERAL NOTES: 1. COORDINATE CONSTRUCTION DOCUMENTS WITH ALL DISCIPLINES. ANY DISCREPANCY SHOULD BE BROUGHT TO THE ARCHITECTS ATTENTION. SHEET NOTES: 0 0 0 0 INITIAL INSTALL CU-1 PER MANUFACTURER'S RECOMMENSATIONS. MAINTAIN MANUFACTURER'S CLEARANCE REQUIREMENTS. REFRIGERANT SUPPLY AND LIQUID PIPING DOWN TO FC-1 ON UPPER FLOOR. SIZE PIPING PER MANUFACTURER'S RECOMMENDATIONS. INSTALL SPRING VIBRATION ISOLATION AND FACTORY ROOF CURB BELOW RTU-1 AND RTU-2. INSTALL ROOF CAP FOR 8" EXHAUST DUCT. /1\ .45 BUll.7 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 011-iER APPROVAL DATE INITIAL CITY APPROVAL Tezo Design Consulting In Mechanical Engineering 8211 VINCETIA DR. NO. 10 L\ l\fESA, CA 91942 (619) 465-8820 PHONE (619) 465-7235 FAX tezadesign@aol.com M2.2 "AS BUILT" ~ ;_,,: g,_,.l'Y"l g -Lo5" -I'"- RCE za,7~ EXP, 3~/• l2.... DATE REVIE\JED BY• INSPECTOR DATE c::J CITY OF CARLSBAD SHEETS 147'!3-'F 6 ENGINEERING OEPAR™ENT MECHANICAL ROOF PLAN CARLSBAD CITY LIBRARY LEARNING CENTER APPROVED BY: WILLIAl~;::.;itMER 2-ra-ar. /~~ • .--L_, 'n?nrcb , DEPUTY CITY ENGINEER PE#: 28176 EXP: 03-31-06 DATE OWN BY: Pam I PROJECT NO. I ORA WING NO. CHKO BY: SG RVWD BY: SG 4001 434-5 OPTIONAL OUTDOOR AIR TEMP SENSOR ) HVAC UNIT 1 COMFORTLINK PIG COrROLLER8 1~.UN:V,l'OnK/ ~~ ,. 0~ 'IlDllllao!I 0,12 .. """" ---~I --------tr,1'-! 33ZCBC-01 BYPASS CONTROLLER W/PRESSURE TRANSDUCER 0, 11 TRANSFORMER 9----H-"--~ 24 VAC/50 VA j, I " I -~'.ur:::'.,01 ~p:::::_J"A}-:f"- SUPPLY AIR TEMP SENSOR Pressure Pick-up / 33CSICPSPOO NOTES: 1. © SYMBOL DENOTES DEVICE ELEMENT ADDRESS. SEE INSTALLATION INSTRUCTIONS FOR ADDRESSING RULES. 2. ALL CCN WIRING MUST BE IN ACCORDANCE WITH CARRIER "CCN INSTALLATION AND START -UP MANUAL" #808-211. ALL COMM AND SENSOR WIRING MUST BE SHIELDED. 3. MAXIMUM PRIMARY COMM BUS LENGTH 4000 FT. REPEATERS ARE REQUIRED FOR ANY COMM BUS SEGMENT EXCEEDING 1000 FEET (MAX. 3 REPEATERS PER BUS). 4. EACH COMM BUS MUST BE DAISY-CHAINED BUT DOES NOT HAVE TO BE RUN IN ORDER OF ADDRESSES AS SHOWN 5. 33ZCBC-01 BYPASS CONTROLLER HAS INTEGRATED 35 IN-LB ACTUATOR. TYPICALLY, THIS WILL OPERATE A DAMPER UP TO 22" ROUND. ACCESSORY LARGER ACTUATORS ARE AVAILABLE FOR LARGER DAMPERS. 6. 33ZCWT-01 ZONE CONTROLLER HAS INTEGRATED 35 IN-LB ACTUATOR. TYPICALLY, THIS WILL OPERATE A DAMPER UP TO 22" ROUND. ACCESSORY LARGER ACTUATORS ARE AVAILABLE FOR LARGER DAMPERS. 7. 33ZCWT-01 IS ALSO AVAILABLE FACTORY-MOUNTED ON ROUND DAMPERS, 6" THRU 16". PART NUMBER IS 33ZCDRxxVVT-01 (WHERE xx -SIZE). 8. BOTH 33ZCBC-01 BYPASS CONTROLLER AND 33ZCWT-01 ZONE CONTROLLER MAY HAVE UP TO FOUR SLAVE DAMPER/ACTUATORS. REFER TO INSTALLATION INSTRUCTION MANUALS. 9. COMPATIBLE HVAC CONTROLLER CAN BE EITHER CARRIER PREMIERLINK OR 48/50PG CARRIER COMFORTLINK. OTHER PIC CONTROLLERS MAY BE COMPATIBLE. REFER TO 3V (GEN-IV) APPLICATION MANUAL. L / DUCT SENSOR '--~'-'¾~--__/ .. ---.-------------.----------------------------------------------1 0, 10 Coordinators Office 0,9 Staff Workstation 0,8 Staff Workroom 0, 7 Recep/ Info Desk 0,6 Adult Computer Area 0,2 Children Family Area TRANSFORMER 24 VAC/10 VA (CAN ALSO SHARE POWER W/ ZONE OR BYPASS CONTROLLER) '~ BOX 111 PRIMARY AIR SENSOR TRANSFORMER ~ '_JI 24 VAC/50 VA -::;r' 7I 33ZCWTZC01 LINKAGE COORDINATOR ' , r-7• /l ' I BOX 120 TRANSFORMER 24 VAC/50 VA ' 33ZCWTZC01 ' I r-7• 11)-' I □ t'---/-----,,,4ff--/ -A---_____J -/\'1 / \1 NOTE: GROUND ONLY ONE END OF BUS. 0 0 ( E> €7 33PILOT01 SYSTEM PILOT 3 WIRE COMMUNICATION BUS (TIME BROADCASTER/ (20 GA STRANDED/SHIELDED) SYSTEM INTERFACE) < ) (~20 GA STRANDED/ SHIELDED = TYP 33CST56 " GROUND BUS AT THE CHASIS GROUND .I OUTDOOR AIR TEMP SENSOR ,. COMFORTLINK PIG HVAC UNIT 2 CONTROLLER INI--J~l¼~~ld.1:11--'/~ .~~.:f-~ 1-0,43 -- ,------~ ~I ----H;•~--,l SUPPLY~· ' ~ TEMP SENSOR 33ZCBC-01 BYPASS CONTROLLER W/PRESSURE TRANSDUCER 0 42 TRANSFORMER g--H"--~ 24 VAC/50 VA j, I " I f I>] /l + Pressure Pjck-LIJ> IU::;i:cc::::'.-1 1'1j/1 33CST56 BOX 122 BOX 121 TRANSFORMER TRANSFORMER 24 VN::-/50 VA : 24 VAC/50 VA : ' 33ZCWTZC01 33ZCWTZC01 ' I 17e JI-' ' 11-!'I. ' I ' \ ' " /\ /\ § E] 33CST56 33CST56 0,5 Storytime Room 0,4 Adult Area-North 0,3 Adult Area-South 0, 1 Homework Center BOX 119 BOX 116 BOX 113 North BOX 113 South BOX 112 BOX 110 TRANSFORMER TRANSFORMER TRANSFORMER TRANSFORMER TRANSFORMER TRANSFORMER 24 VAC/50 VA 24 VAC/50 VA 24 VAC/50 VA : 24 VAC/50 VA 24 VAC/50 VA : 24 VAC/50 VA ( 33ZCWTZC01 33ZCWTZC01 33ZCWTZC01 33ZCWTZC01 33ZCWTZC01 33ZCWTZC01 .. I /'I• 11)-.. I /'I• Ar-.. I !'I• Ar-.. I !'I• Ar-.. I l"I• 11-.. I ri• 11)-' I ' I ' I ' I ' I I \I ' I I\ 1 / \1 /\. /\ / \') /\' ,<Se.. 120:24 VAC 120:24 VAC ,<Se.. ~ 50VA ~ SOVA [ ~© 11 ~© E] E] E] ~ ~ ., l ~ -==' = ~ ~ 33CST56 JJCST56 33CST56 33CST56 33ZCT56C02 33ZCT56C02 3 WIRE COMMUNICATION BUS ,.----._,_ (20 GA STRANDED/SHIELDED) '() .. --~ \ ,-1•1--• -/ 33CSICPSPOO DUCT SENSOR .. -•--.,----------..----------... ----------.,----------·---------.. ----------.. --------------------.. ---------------------- 120V DUPLEX © RECEPTACLE PLUG-IN 24VAC __ <i) TRANSFORMER CCNWEB---1: □ □ □iiiiiill \ CCNWEB 0,50 PROVIDE ETHERNET CONNECTIVITY "IP"TO LOCAL AREA NETWORKTO BE PROVIDED BY OWNER 0,41 Large Group Rm PRIMARY AIR BOX 21 5 SENSOR n TRANSFORMER ,..t=:l_, 24 VAC/50 VA '-c:::;:::::r',------l'l71F-= 33ZCWTZC01 LINKAGE COORDINATOR f:: i:::: 0,40 Hallway BOX 221 TRANSFORMER 24 VAC/50 VA ~ 33ZCWTZC01 0,39 Medium Group Rm BOX 220 -TRANSFORMER 24 VAC/50 VA 33ZCWTZC01 .. ' .. I r7e ' I /\1 :!'I· 11r~~ ~ :ul"l=·"l'¢-v)j/:- ~--/ \'-----'----HI-_____J/ \'---'--!ff--____; (~20 GA STRANDED/ SHIELDED = TYP 120:24 VAC 50VA © Ar- 33CST56 JJCST56 33ZCT56C02 0,38 Small Group Rm 0,37 Coordinators Office 0,36 General Storage BOX 230 BOX 228 BOX 211 TRANSFORMER TRANSFORMER TRANSFORMER 24 VAC/50 VA 24 VAC/50 VA ' 24 VAC/50 VA ' 33ZCWTZC01 33ZCWTZC01 33ZCWTZC01 .. , ri-/\ ' , ri· 11) ' I rie [)-' I I\/ ' I • I /\1 / \1 I 1 33CST56 JJCST56 3JCST56 0,35 Large Group Rm N. BOX 206 TRANSFORMER 24 VAC/50 VA : 33ZCWTZC01 ' , ~- ' \ / \1 0,34 Large Group Rm S. BOX 205 TRANSFORMER 24 VAC/50 VA : 33ZCWTZC01 IL ' , r-7- ' I / \1 120:24 VAC 50VA © 0,33 Medium Group Rm BOX 208 TRANSFORMER 24 VAC/50 VA 33ZCWTZC01 JI-' , r-7- " ' 120:24 VAC SOVA © I \1 0,32 Computer Training Rm BOX 202 TRANSFORMER 24 VAC/50 VA : 33ZCWTZC01 11)-' I fie ' I / \1 120:24 VAC 50VA © 0,31 Entry I Reception BOX 201 TRANSFORMER 24 VAC/50 VA : 33ZCWTZC01 11-' ' 17-' I /\1 120:24 VAC SOVA © 11- J 33CST56 33ZCT56C02 33ZCT56C02 33ZCT56C02 33ZCT56C02 . ·. ,f Teza Design Consulting In Mechanical Engineering 8211 VINCEITA DR. NO. 10 LA J\fESA, CA 91942 (619) 465-8820 PHONE (619) 465-7235 FAX tezadesign@aol.com M3 Q 0 11 AS BUILT" /4¾4..;, C: ~'Yrl-9~ .u~ /I) RCE 28/7',, EXP, 3 •3/•/2, DATE REVIE\v'ED BY, INSPECTOR DATE fsHml7 CITY OF CARLSBAD 1------<---+-----------------+---+---+---+----1 ~ ENGINEERING DEPARTMENT 1-----+----+--------------------+----+---+---,f--_. SHEETS /~~f MECHANICAL CONTROL DIAGRAM NOTTO SCALE MECHANICAL CONTROLS CARLSBAD CITY LIBRARY LEARNING CENTER APPROVED BY• WILLIAM >1'1,1;!.MMER 1----+---+---------------+----t--t----+---l l,s,l;,.;~r,:.'/4~~-"~,n,q_,L;/__,_,~~==~==""~=----~ -~ -.:::>6 DA TE INITIAL DA 1E INITIAL DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL DEPUTY CITY ENGINEER PE#: 28176 EXP• 03-31-06 DATE D1/v'N BY: Pam CHKD BY: ~so~- RVWD BY: SG PROJECT NO. 4001 DRAWING NO. 434-5 G6GSG6 L_ 33ZCBC-01 ~ Assemble■ in USA • by Be1imo for CARRIER Mo~uol Overrid■ 35 in-lb( 4Nm) 80, .. 110s 24VAC/DC 50/60Hz 3VA 2v/ f' 5K J"7 \ t ( yel blu ora COM ( \ blk reel wht Low E!!> WT BYPASS CONTROLLER HI Part Number: 33ZCBC-01 S/Nc Bus#, Element#: __ _ Unit#: / / / / / / / ~ 0 0 JS 0 z 0 z - +24V Not Used Not Used GND GND Not Used g; DAT +10V Not Used DMPPOS GND GND Not Used Not Used M Not Used GND N :, :, 0 ' z u " 8 + re ~ " f=--'-' -----i , , M @ 0 @ 0 @ 0 @ 0 - D @ D 0 D @ D 0 D @ D 0 D @ D 0 I @a : 0 a I 0 D OD o I @D 0 : 0 □: 0 ! 0 □ TERMINALS LOCATED UNDERCOVER 0 z \ ---- @D 0 □ 0 □ \ \ \ \ \ \ \ \ \ --- \ \ \ \ \ - \ \ \ 0+24V @ N/U @ D N/U 0 GND 0 GND{§)::: N/U @ D D DAT 0 +10V 0 D N/U@ DMPPOS @ D GND0 GND 0 D N/U @ @ N/U D N/U 0 0 GND /0-(§)D, + \.31 0 0 oi NOT G r7>. 0 ,,USED v 0D'' -0 __ __LJj CCN r7t::==-----, COMMUNICATONS Lil::=- CCN COMMUNICATONS (1 o-24VAC ~ Di 24VAC ~1~= : : O NEGv D rl ----------- 1 I r , TRANSFORMER L______L~ _ GND0 D f-----E;> INSTALLED 1 T BYDIV16 MECHANICAL CONTROL DIAGRAM -VVT ZONE CONTROLLER 33ZCVVTZC-O 1 ~ Assemble■ in USA • by Belimo fDI' CARRIER t.!i:mual Overrida 35 in-lb( 4Nm) 80 ... 110s 24VAC/DC 50/60Hz 3VA 2\J r---t SKF"j \ t ( yel blu ora COM ( \ blk red wht ....-f -FAN - NI 24VAC Low -1 ISEAT3 I 24VAC It; HEAT2 I 24VAC : HEAT1 Ei3> <.0 L _34VA~ \N[ BYPASS CONTROLLER HI Part Number: 33ZCWTZC-01 S/Nc Bus#: Element#: __ _ Unit#: / / / / / / / / / ~ 0 0 ,--Ji;---7 I a. I I ~ ~ I I ?::~ >a.oxol 0O:1::e:;;z::::iz 100U+ClC><!G8 JS (/) 0 a. a. ~ 0 0 z ('.) " := IAQIRH GND ~ 7 GND PAT GND REMOTE " " M z 8 ' ;:; " 7 ' M ~ +24V SPT GND SAT T56 GND N N :, ill ' u " gJ ' 7 M u M ~ 7 "' u -"' ' 7 > ' ;;\ " © D @ @ 0 D 0 0 @ @ D 0 0 @ @ D D 0 0 I @D @D 0 □ I 0 D ' I 0 □ 0 □ OD 0 @a 0 1 0 a: 0 ! 0 a " ", TERMINALS LOCATED " '--UNDER COVER '-:.., a. '.:2 0 X 0 :) z <{ ('.) 00000000 NOTTO SCALE 0+24V D SPT 120:24 VAC 50VA © GND PAT @ □ GND@ GND 0 o SAT @ D T56 0 SENSOR 0L£D MK:RO □ PROClcSSOR K] ~+-+---~ 2 3 4 5 6543211 OVEHRID!c THERMISlOR 0 33ZCT56C02 (CO2 SENSOR) D (+) -__,r 0 o GND@ ,-RE~~ ---RE I rGR EN GND) --G I I '~ BLK(·) ---s REEN (GND) - REMOTE NOT USED I : I CCN COM I I I I I I I I ~==::"::'.:___,_,_,,,------~~~___l_j (§) D I I : : + @-B 0-□j __ J : : G 0::-B 0 -~---J : -0 -~=3 ___ _J CCN COMMUNICATONS CCN r7t:: = =-----, COMMUNICATONS Lil::=- (lo-24VAC ~ DD! 24VAC ~1~= : O NEGv rl ----------- 1 Ir , TRANSFORMER l..___L~ _ GND0 D f------E? INSTALLED 1 T BYDIV16 LK(-) ---- MECHANICAL CONTROL DIAGRAM -VVT BYPASS CONTROLLER NOTTO SCALE DATE INlllAL ENGINEER OF WORK 1 Teza Design Consulting In Mechanical Engineering 8211 VINCETTA DR. NO. 10 LA .i\1ESA, CA 91942 (619) 465-8820 PHONE (619) 465-7235 PAX tezadesign@aol.com M3.1 "AS BUILT" &}_ffef,,,.:, ~ ~-..-L 9~/$~/(l RCE 'Z 8171',t EXP, '3~'3 l·L'L DATE REV!ElvED BY• INSPECTOR DATE I//\ LlS,BU/l I ~ CITY OF CARLSBAD SHEETS l'l7taf 8 ENGINEERING DEPARTI.1ENT MECHANICAL CONTROLS CARLSBAD CITY LIBRARY LEARNING CENTER APPR?"},rcy/,BY: WILLIAM E . .El.l/~ER //}, . -7'' ,:::: "~ '2 ~ ,,. ~ ,2/. DEPUTY CITY ENGINEER PE#: 28176 EXP, 03-31-06 DATE OWN BY: Pam I PROJECT NO. I DRAWING NO. DATE INlllAL DATE INlllAL CHKD BY: SG 4001 REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: SG 434-5 208V/1 PH I I I I I I I I I r-1-'-7 ~-,-,J ' ' ' I ' I ' w PER MANUFACTURER 1 RECOMMENDATIONS --• • • • • lJ I • • • • • I T-STAT 208V/1 PH ' ' ' > I I I I I r-1-'-7 ~-,-,J I ' I I ' I ' ' • • w • • NOTE: MOUNT TOP OF TH ERMOSTAT SHED FLOOR. AT 48" ABOVE FINI WIRING PROVIDED AND INSTALLED BY DIVISION 16 WIRING PROVIDED AND INSTALLED BY DIVISION 15 SHEET METAL FLASHING MOP IN WITH ROOFING MATERIAL SLEEVE ROOF CONSTRUCTION FLUE STACK ROOFING ROOF CONSTRUCTION 115V/1 PH I I I I I I I I I I 0 EF INTERLOCK WITH ROOF TOP UNIT ROD $TIFFNER ANGLE 45 \ / 0 0 EQUIPMENT ELEVATION EQUIPMENT TOP VIEW ROOF STRUCTURE CABLE BRACE ANCHOR STEEL CABLE ISOLATION HANGER SPLIT SYSTEM FAN COIL CONTROL DIAGRAM 10 FLUE THROUGH ROOF DETAIL 8 EXHAUST FAN CONTROL DIAGRAM 5 EQUIPMENT HANGER DETAIL 2 ROOF TOP UNIT NOTE: 5" CURB FRAME 5-518" SPRING ASSEMBLY SEE ARCHITECTURAL DRAWINGS FOR ROOF CURB ATTACHMENT TO ROOF. 10" CURB ' ,----GASKET ,----SEISMIC SHEET METAL STRAP ,----CURB FLASHING ,----ALL DIRECTIONAL SEISMIC RESTRAINT WITH NEOPRENE BUSHINGS ,----REMOVABLE ADJUSTMENT COVER ~--NEOPRENE WEATHER SEAL '-------------- ROOF DIFFUSER NECK BOX ---..,_ WITH DUCT LINING . REFER TO FLOOR PLANS FOR DEPTH & WIDTH. HEIGHT TO BE 2" LARGER THAN DUCT SIZE. NOTE: ,----7 I I f--r--1 I I 1----SUPPORTFROM STRUCTURE (TYP.) (DO NOT REST BOX ON CEILING) ACOUSTICAL FLEX. DUCT (7'-0" MAX. LENGTH) I l~~~-----------1 \_CEILING (TYP) 1. PREFERRED METHOD OF FLEX DUCT ATTACHMENT FOR CEILING DIFFUSERS. ROOF TOP UNIT SUPPORT DETAIL 9 CEILING DIFFUSER CONNECTION DETAIL 7 CONDENSING UNIT --, VIBRATION ELIMINATORS EQUIPMENT CURB 18 GAGE ANGLE CLIPS. ATTACH TO UNIT W/SHEET METAL SCREWS & TO PLATFORM W/ 114"0 x 2" LONG LAG BOLTS 2 EA. RAIL NOTE: INSTALL FC-1 PER EQUIPMENT HANGER DETAIL 1 WALL~ PARAPET WALL SIGHT GLASS FURN. WIUNIT FILTER & DRIER FURN. W/UNIT WATER TIGHT FLASHING AT WALL PENETRATION (TYP.) ROOF----.. / INDOOR UNIT CEILING ------THERMOSTATIC EXPANSION VALVE FLEXIBLE DUCT (SEE SCHEDULE FOR SIZE) R.A. S.A. I \ ' ' -- '---CLAMP(DO NOT USE DUCT TAPE) \__ MANUAL BALANCING DAMPER WITH LOCKING QUADRANT ~-ROUND DUCT TAKE-OFF TO MATCH FLEXIBLE DUCT SIZE ~-ROUND OR RECTANGULAR DUCT SEAL WALL OPENINGS AROUND DUCT PENETRATION -------. EXHAUST DUCT THRU WALL RECTANGULAR--7\ DUCT -D/4 S.A. r7 7 I I I 11 D I I _j ,,1--~L"f_J~----1 45 R.A. ) MANUAL BALANCING DAMPER WITH LOCKING QUADRANT ~-WALL --EXHAUST DUCT CAP DUCT WHERE NECESSARY DUCT SHAFT TO RTU ANGLE FRAME (1-1/2"x1-1/2"x14 GA. MIN.) -SECURE TO SLEEVE ONLY. OVERLAP WALL 1" MIN. ON ALL 4 SIDES 6" MAX. FROM WALL =~Jlt;:~~=-----_-_-_-_-_-_-_--j BREAK AWAY STYLE SLEEVE CONNECTION ~~ S-SLIP FOR RECTANGULAR DUCTS, FUSIBLE LINK FACTORY----+~ ASSEMBLED SLEEVE NOTES: 4" WIDE BAND FOR ROUND DUCTS ,+---"---+-+ BOLT, TACK WELD, RIVET OR SCREW ANGLE TO SLEEVE 8" O.C. MAX. WITH MIN. 2 CONNS. EACH SIDE, TOP & BOTTOM ACCESS DOOR FIRE RESISTANT CAULKING MATERIAL (TYP.) ONE-HOUR PROTECTION SEE ARCH. DRAWINGS 1. GRILLE TO BE SCREWED TO ANGLES PROVIDED WITH DAMPER WIT~- MIN. #10 SCREWS. DO NOT SCREW GRILLE TO WALL. ·.JJ 2. FIRE DAMPER SHALL BE UL LISTED AND LABELED. 3. DAMPER AND THE ENTIRE INSTALLATION MUST BE LISTED, LABELED AND APPROVED BY THE CALIFORNIA STATE FIRE MARSHAL. SUBMIT APPROVED SHOP DRAWINGS PRIOR TO INSTALLATION. 4 FIRE DAMPER DETAIL 1 Tezo Design Consulting In Mechanical Engineering 8211 VINCETIA DR. NO. 10 LA l\1ESA, CA 91942 (619) 465-8820 PHONE (619) 465-7235 FAX tezadesign@aol.con1 M4 Q • "AS BUILT" 4J<f'..; ~ mnttH..... .7-l.s"·LII RC!: Z'IJ/7'1 EXP. 3-31•1'£ DATE REVIE\v'ED BY, INSPECTOR DATE fSHm19 CITY OF CARLSBAD 1----+--~--------------+----l--¼----+---I ~ ENGINEERING DEPARlMENT t----+----+--------------+----1--+----+----I SHEETS N7t3:f MECHANICAL DETAILS CARLSBAD CITY LIBRARY LEARNING CENTER APPROVEO BY: WILLIAM ~~MER l-----+----+--------------+----1--+----+----I 1~4=~4~""'"'-"'""-,,_,./.~,'--'-~--4-<U~c.-;~,ca:_,=~--2-6-o, DEPUTY CITY ENGINEER PE#: 28176 EXP: 03-31-06 DATE 1---------------------------------------,,---+-------------------------------------,---1 l---==--+-==,-+---------------t-c-c-=--+-,..,,..,--+-..,...,-,,,,...-,t--=---1 DWN BY: ,~ DATE INITlAL 1--DA_TE~_IN_lll_AL-t-_DA_TE~_IN_lll_AL-i CHKD BY: _s"'-o- PROJECT NO. I DRAWING NO. REFRIGERANT PIPING DETAIL 6 BRANCH DUCT TAKE-OFF 3 ENGINEER OF WORK REVISION DESCRIPTION 011,ER -ROYAL arr Af'PROVAL RVWD BY: so 4001 434-5 L !CERTIFICATE OF COMPLIANCE MECH-1-cl !PERFORMANCE CERTIFICATE OF COMPLIANCE Part 1 of 3 PERF-11 I PERFORMANCE CERTIFICATE OF COMPLIANCE Part 2 of 3 PERF-j !PROJECT NAME 62534-CCLLC Designer: IDATE 02/01 /2006 PROJECT NAME DATE 62534-CCLLC 02/01/2006 PROJECT ADDRESS This form itJ to be used by lhe dlll6ilJ"8f arid attached to the pliinB, L1i;led bolvw are all the ~eptanoa leshi for m1:1chan1cal 11:y.iarro:1. Tiie lit1>111,1n .. n;; reQVtted to cnoek the l>O~es by all ae<:aptance 1est1 Iha! appl'f and list an equ1pmem that rec;utre1 an a~tanoa lest II all equ,pmanl of a certain type rtlQ(.lirM I test, ~st the eQui{lrrlllnt ~ptlOll ,ind Iha number of systr.ms to 00 tnstPd in pamolhcscs. Tho NJ number dcsigMtcs tho Soclioo In the Aopelldr,, ofltioe Nomflident1aJ ACM M.imu.111 that desaibliis. ihe le&t. Also indtcale the pen;on 111SpOnS,ble for parform mg the tesl$ (1.e. the m5talhn,;J contraetor, design profeulooa1 Of an agent selected by ttie owner) Sil'lOO thla form will be p31t ol Iha plans, completi01'1 of this Mclloo wiM ello¥, tho responsible party Ill budget for the scope of wor11 ttpproprial&fy, 3368 Eureka Place Carlsbad PRINCIPAL DESIGNER -ENVELOPE Manuel Oncina Architects, Inc. OOCUMENTATION AUTHOR ROBERT NACKE I S D G & E !GENERAL INFORMATION TELEPHONE (858) 459-1221 I TELEP~NE 1 CIWK:ked b)'/Date (858) 636-573~8c____,b>',c>,s•~"'••:,:,•·a!!· .,,,,.,,-.__, Bulklif1Q ~t It Building Departments: OATE OF PL.A.NS BUILDING CONDITIONED FLOOR AREA CLIMATE ZONE SYSTFM ACCEPTANCE. Belom an ornupancy pBfmil ■ granlad for a rlWMy oon,;;lructHd buildiny or sp;ive, or a oew i;.paoe-cortditioo1oy &yiil11<11 t;8<V1ng e building Of ,;pll{;li ,, opeI..-l&d lof {llllft\1111 US&, all control 08VICH Nf\111'1(1 the bu1ld,og or apace $hall l>e C&ftlt\ed a&~ I1\e Acc&Plaf1«1 ReQu,rementl !Of Code Compliance BUILDING TYPE PHASE OF CONSTRUCTION 1112/2000 X NONRESIDENTl.t.L X NEW CONSTRUCTION 10,827 Sq.Ft. HIGH RISE RESIDENTIAL AODITN)N I I Al TERA TION 7 HOTEUMOTEL GUEST ROOM EXISTING + .t.DOITION In addibon a Cert1fica\e of AcoeplallCe, MECH-1-A Form sh3U he ~11hmitterl to ttll'! hoikl1ng rlP.f)llrtmenl !hM r.P.rtiliA!I plRml, ~.111infvi, inl!lalllt\,on Cfll't•'K-.lllMI, anti 111,n ar1c rn,11111lo:m.trtc11 ink.l,rn;,lion 111Utt1 lhti r 1t1ri1t,nls of Seccion 10-10 b omd Tlfle 24 Pa11 6 STAT M NT OF COMPLIANCE \!ECH-2-A: Venli!aUon Syslorn Aceepl .. c. Document '-Vanable Air V'olume Systems Otildoor 1w Acceptance Con~lmll t>., Vulumc Syi;lcms Ovl!Joor Ai, Acooptall(l8 E('luirmenl requiring occeptance icS!ing L MECH 3-A. F'act.agod HVAC SySlOITII, /\cceplam:e Oowmt:,nt Equ,pmeot feQl.lnoU accept¥1C8 letitir,g... _______________ _ . MECH.....,.._. AA Oi&IJ'\bulion /1.ccoptar\Ce Ooo;;unM1nl equipment raquinng acceptance testmg MECH-5-A Aif·Side EconomiZer Acoeptance Docomeot Eqlllpmoot requiring accepl!mce testing l J ~ECH-6-A. Dvmllnd Control Vtlflliliihon Acceptanoe Docurnent Ecu•pment requ111ng aooeptance '9lting [ J MECH-7-A. Supply Fan \11-;ablo Mow Control Accept<lnce Oocumenl Equipmenl requiring acceplance iesbng M\:CH-8-A: -Hy<lronie Systam Control Acceplaoon DocumMII Variable Flow Control5 -.t.ufomR!ic lsollllion Con-lrnls -Wat&r-klop Heel PUfl'l) Contmb •V';mabte Frequ,tncy Controls Equipment reQlNfln!J fle(1fl~-=~::.:·M::'""~--~-,--~========-~-~~---- E/1el'9Yf'ro 4.0 by ~==""=---~-=~"'-=~c~'~'~"~---Jot> Num:,,,,,, 06012 t- STATEMENTOF OMP IANC Thi• Certific ate of Compliance lists the ~llding Mletu, .. and pertormallCe specification. nnded to compty with Title :U, Part• t and 15 of the Callfornl• Code of Regulatio11t1. This cfflJficalo appliOli onl)' to a Buildiny .isl~ tho pvrform;mco co,npllaror;e approach, Th• docomeMolion propavor hort!by Cl'!f'tlfll!s 1h.,,t tho documt!nb11on is iicclW.aU, iind completa. DOCUMENTATION AUTHOR SIGNATURE ]DATE ___ _ ~~ Priucipal Dosign.e r hcroby cor1ifys thril the pmposod buildmg design represented in this set of construction _documents ,s 1s1slenl w1lh the olher complianca forms and worksheets. with the specifications, and with any other calculat1ons submitted with thisl rm1t application. l he proposed building as d861Qn&d meet$ lhe i!ff"l&rQy efficiency teQuir&menls contained in se<;tions 110, 116, through 1,a. and 140, 142, 143 or 149 of Tille .24, Part 6. ENI/. LTG. MECH. I I 1. I hereby affirm that I am eligible under tlie provision s of Division 3 of the Business and Professions Code to sign this document as the person responsible for its prepetatloo; and Uia\ I am licensed in the State of Cetifornia as a civil engirteer, mechanical engineer or I am a lk:ensed architect. 2. I affirm ttml I am eligible under 1he provisions of Division 3 of the Business and Professions Code SactIon 5537.2 or 6737.3 lo sign this dcx:ument as lhe person responsible tor its prep:ciration; and that I :am a lk;ensed coo traclor performing this work. 3. I affirm that I am eligible under Division 3 oftha Business And Professions Code to sign this documonl becau!ttl II pa,ta,r.s to a structure or type of wo°' described as exempt pusuant to Business and Professions Cod1:1 Sections 5537, 5538, and 6737.1. (Those S8dioru. of the Business and Professions Code ar& printecl m full in the Noor&sidential Manual.) ENVELOPE COMPLIANCE lndi<.:c1te loctilion on plans of Note Bloc+< for Mandatory Measures Required Forms ENV-1 PRINCIPAL ENVELOPE DESIGNER • NAME Manu I Ondn A r hitects Inc. • UGHT1N C MPLIANCE lndicale k>cc:1tion on plans of Noto Block anfl;:ilory Muasurns Reqo;,,. Fo,ms JL TG-1, L TG-2, L TG-5 IPRINCIPAl LIGHTING DESIGNER · NAME C & G En ineerin Inc. SIQ~TURE LIC. NO. MECHANICAL COMPLIANCE Indicate localion on plans of Note Block for Mandatory Measures D.t.TE Reqo;ced F<><ms MECH-1, MECH-2. MECH-3, MECH-5 PRINCIPAL MECHANICAL DESIGNER -NAME Teza Design SIGNATURE 1uc. NO. DATE D4 s.,,. 6U1iw , ~--••_... ...i·" Bun lnlliaU2 □ Tiro,· 02f01/P61s-n·oz Bun Code · 1138836787 P9:1u/1B TITLE 24 MANDATORY MEASURES Any opplionce for which there is o California standard established in the Appliance Efficiency Standards moy be installed only if the monufocturer hos certified to the Commission, os specified in those requlotions, thot the opplionce complies with the opplicoble standard for tfiot opplmnce. Included are room air conditioners, central air conditioning heot pum(!s lregordless of capacity, e)(cept that reguireme0s for central air conditioning heot pumps with cooling capacity of 135,000 Btu hr or more apply to heating performance but not cooling performance), other cen ral air conditioners with a cooling capacity less thon 135,000 Btu/hr fon type central furnaces with input rote less than 4000,000 Bto{hr, boilers well furnaces, floor furnaces, room heaters.,_ unit heaters, ond due furnaces, sholl hove been certified to the California c.nergy Commission by its manufacturer to comply with the Appliance Efficiency Stonaards. The following space conditioning equipment mo_y be installed only if the manufacturer tios certified thaf; tHe equipmenf meets or exceeas oil applicable efficiency requirements listed in 112 of the Energy Efficiency Standards: oll oir cooditioners, heat pumps ond coodensing units>TJ5,000 Btuffjr, oil water chillers; oll gos-fires boilers>J00,000 Btu/hr; oll oil-fires boilers;. 225,000 Btu/hr; and ell worm air furnoc~s and combination worm air furnaces/cir-conditioning units>225,000 Btu/hr. Fon type central furnaces shall not hove o pilot l ight. Piping, except those conveying fluids ot temperatures between 60 F end 105 F, or within HVAC equipment, sliall be insulated in accordance with Standards 1123. Air handing duct systems sholl be constructed, installed, sealed, and insUloted os providea in Chapter 6 of the Uniform Mechanical Code. Eoch spoce conditioning system sholl be installed with on automatic time switcli with on accessible manual override that allows oP.erotion of the s:y,tem during off-hours for up to 4 hours. The time switch sholl be copoble of programming ~ifferent schedules for weekdays ond weekends; incorporate on automafic holiday shut:off" feature that turns off oll IOQds for ot leqst 24 hours t,t:ien resumes the normally scheduled operation; ond hos program backup copobil1ties that P.revent the loss of the device's program ond time setting for at least 10 hours 1f power is interrupted. Eoch spoce conditioning system sholl be installed with on occupancy sensor to control the operating period of the system. Each space conditioninQ s~tem shall be in:'ftolled )'fith Q 4-hour timer thot con be mar'luolly operated fo ~ontrol the operating period of the system. Eoch spoce conditioning system shall be installed with controls that temporarily restart end temporarily operate the system as required ta maintain a setback cooling thermostat setpoint. Eoch spoce cooditioning system serving multiple zooes with o combined conditioned floor oreo more thon 25,000 sq_uore feet sholl be provided with isolation zones. Eoc.h zone shell: not exceed 25,000 square feet; stioll be provided with isolation devices, such os valves or dampers, tho allow the supply of heating or cooling to be setback or shut off independently of other isolobon oreos; ond sho/1 be controlled by a time control device os described above. Each space conditioning zone shall be controlled by on individual thermostatic control tliot responds [o temperature within the zone. Where used to control heating, the control shall be odj.Jstcble down to 55 F or lower. For cooling, the control shall be adj.Jstable up to 85 F or higher. Y111ere used to control both heating ond cooling, the control shotl be capable of providing o deod bond of ot least 5.F: within wfiich the supply of heating ond cooling is shut off or reduced to a minimum. Thermostats shall hove numeric setpoints in F. Thermostats shall liave odj.Jstable setpoint stops accessible only t o authorized personnel. Heot Pumps sh oll be installed with controls to prevent electric resistance supplementary heater operation when the heating load con be met by the heot pump olone. Electric resistance supplementary heater operation is permitted during transient periods, such os start-ups and following room thermostat setpoint advance, when controls ore provided which use preferential ro te control, intelligent recovery, staging, romping, or similar control mechanisms designed to p,eclode .th, oanee<ssocy opecot1oa of sopolem,ato,y heotioq do,;ao. the recovery period. Supplementofy heater operation Is olSo perm1fted during defrost. Controls sholl be provided to ollow outside air dampers or devices to be operated at the ventilation rotes os specified in these plans. Gravity or automatic dampers interlocked and closed on fon shutdown slioll be provided on the outside air intakes ond discharges of oll space conditioning ond exhaust systems. All gravity ventilating systems shell be provided with outomotic or readily accessible manually operated dampers in all openings to the outside, except for combustion oir openings. Air Balancing: All space conditioning ond ventilation systems shall be bolonced to the quantities specified in these _plans. In accordance witt, the Notional Environmental Boloncing Bureau (NEBBV) Procedural Standards (1983), or Associated Air Balance Council (AABC) Notional Standards (1986). DATE I PROJECT MANE ~2534-CCLLC 02/01 /2006 I ANNUAL TOV ENERGY USE SUMMARY kBtuls ft-r Slanlilrd Proposed Compllanca ENER~'I'. t;QMPQN!'ii.NI Design Design Margin ·-Space Heating " ,_,. 0.18 Space Cooling 75 ,.,. Indoor Fans 79.1 71,2 Heat Rejection 0. 0,00 Pumps & Mr.ic 000 0.00 Domestic H01 Waler ., .. 41.65 Lighting 67.88 53.45 Receptacle SS.89 ,.,,. Process 000 O.IJO TOTALS: 31.7.37 281.84 45.53 ......,.!'! --- Percent better than Standard: 13.9% ( 13.9% excluding processj B• •ILDIN•• I :t •MP• IE>< N~RAI 111.!FnRMATION Building Orientation 1W1 210.....,,-J Cor,d1tioned Floor Area Number of Stories ' L Number of Systems ' Number of Zonos ,0 Oriflltltlon Front Elevation t1 Left Elevation Rear Elevalion Righi Elevation -_ill Total Roo( Stllndard Ugh1\ng Power Deflsity ~ w}S(fll. Prescriptive Env. Heat Loss 1,91 Btulh Prostriµlivc Er,v. He;)! Gain U2.li 181l1Ulh-t Remarks: Unconditioned Floor Area Condilioned Footprint Area Fuel Type Gron Arn Glatl!'l{IArN 2,250 ' 608 2,4"6 "" 7 ... .. ,. .,, .,,_ iell. .,, PropoHd ---'~·"~,I W,'&qfl. 1.JJv[s1uih 99,6.'HI Btu,rl-1 338 '" 312 ,, . 923 10.827 .,,_ 65( "'' 5,764 ""' N11tur~GM GIHffi!:1 R•tlo .. , . ~ .. , 9.6% .. ,. 12.5'~ ..:i!l.. 1 "' ' .. . I 11.7% 0., .. 1 Run Initiation Time: 02J01/0§ 15:33=07 Ryn Code: 1138836787 ' ... . ' P"9'1:2 ol 18 MECHANICAL TITLE-24 COMPLIANCE NOTTO SCALE DATE (NITIAL ENGINEER OF WORK 'I\ 7 !PERFORMANCE CERTIFICATE OF COMPLIANCE Part 3 of 3 PERF-11 [PROJECT NAME 62534-CCLLC fZONE INFORMATION Syatam Name Zone N■1n11 FCU·1 Seiver Room Zone RTU2 Coll(l(:!JotllRoq,1 Zone eom,:,u1er Room ZMe Rl'ISlroom1J Zone GrotlJ) Rooms Zona StsffWo~L:me Group Hml0ti1oos Lone Unoonditroned Alea - I RTU-1 Storage Zone Adult Comput11r 2one Cnuy Zone Res!roorm Zone Slaff Loon.Q_e I.one Homework Cen~• £one L 1 Story1.-rti lone L 1 Lib. Stack Zone ll L•b Rvl:tdN-'11 Zonv L 1 Un!-Reslroom ZOOB - L 1 ~ilchtm Zurio - U11COn(jijtionea Arva t Occupanq, T~pe ~I Meel\8"ical RM-n Lillr•'Y SUIGQ I C MS(O<)m, ledure, lrar,ng 1 Q;wrlOOI/RetlfOOIIVSup:x>m. l..:lu, •. T,-.ni111 EltdricMI ~meal~ Cu-rW/fwijlrooml~po,t c-.,.lm. l«:l~r•. 1~,..,ng Lc,b:I'/, Maon Ent-,. Cflffllior/R~i;t~ LCU!l!,lil, R"""-1011 Class,0001, lfflUlll, Tra•'>lng """' Llln•1y, Stac~i L,bfot)', Ro.xlno;i l\rOO Corridor/Rc$1fQOtll/St.4,ii;)rt Kiidw,, Foo!I J'mp,!n,•<ln Elo..'!Tk:o~ Moch.~ni<-.J11 Flonm Notes: • <wi L T0-3-C ~ SN I TG--"1.C 3 5"1 TG-.'>-C [ltMr.s nu...,ed 11oi!h a11tw,.-,., 1ee LT0-2 --Ci,,,, (>1....,s) (~0!~) !EXCEPTIONAL CONDITIONS COMPLIANCE CHECKLIST Fl..,. Wlt.t. ..... LPD ~.) (Witt) 185 "0.88 .. , '088 ,., ., .. '" ., .. 890 ., .. '"' ·o.oo 1,007 "(),!;Ill 400 ·o.88 123 ·o.aa ~ "Clall 528 •0.88 5?9 ·o.se 336 ·o.sa "" -o.118 y~ ·u.ms ,., ·o.116 I '124 "0.88 ~ 56 "0.88 13' ·o.aa ' 250 ·o.88 -45!18TG--41-C Ctr1. C,-dlts iw•f!' ( - OATE 02/01/2006 ••1o PO ~oc:. ·~· Tllilor.d '°"'' IW"'l' ~st>~ (W"') 1.119 1.119 1.119 1.11!1 1.119 1.119 1.119 1.119_ 1.119 1.119 1.119 1119 1.119 1119 1119 1.1191 1119 111fu..__ 1 1191 1 119 l'effl•"'.11"1¥ftt"l!qU1f9•-I~ TIMI loc■J enforcement a9eney •houkl pa,y •peci# attan41on to the llems spKiti•d in this chect!:lisL TheH item• require sped•I -it1-n jtolitiflcatlon and documentation, and •~•1 verffic;ation tci be uHd with the performance approach. The loc.al enf«-m•l'll agency Qlterminea lh• adequacy of the Justificatiofl, and may r~.ct a building or dfl.•lgn that otharwlMI compliH baud on the eoa<iuaey of the 1pecial justificetiOfl •nd dOCLlfflent-1:iOI'! •llbmittod l The •11eap1;iona1 featu,.., U,1ed in 1f'lls P'frlorman.c• IPIJrOolCh app!iC11tton h...,e •P9(:ifinlly been ,._,;e-d, .t.deq1,11le written ju•tiffc•t1on ,nd do(:1,1m.-.tation for ttieir use hav• Deen pro.,lded by-the ~plicant. Authorized Signature or si.np I Run Initiation Time; 02/01/0615;3J;OZ Bun Code; 1138836787 E'-9'fPru 4.0 by Eu )'Sufi U111< Hu'tlbe, 2726 5 Te za Des ig n Consult ing In Mechanical Eng ineering 8211 VINCEITA DR. NO. 10 LA MESA, CA 91942 (619) 465-8820 PHONE (61 9) 465-7235 FAX tezadesign @ aol.com M5.0 '' AS BUILT" ~-"?~ II '.l. .9-LG -t.fl. RCE ZJJ nC, EXP. :7-:r /-LZ.. DATE REVIE'v/ED BY• INSPECTOR DATE /IS 8(1/lT ~ CITY OF CARLSBAD SHEETS (~71:3'F 0 ENGINEERING DEPARTMENT MECHANICAL TITLE-24 CARLSBAD CITY LIBRARY LEARNING CENTER APPROVED BY: WILUA~MER .,,,~,~-✓ ~ ✓. -✓ :2 -., -a r,, DEPUTY C<TY ENG<NEER PE#: 28176 EXP : 03-31--06 DATE DWN BY: •= I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: SG REVISION DESCRIPTION OlHER APPRDVAL CITY APPROVAL RVWD BY: SG 4001 434-5 ) GENERAL NOTES PLUMBING/MECHANICAL LEGEND 1. NO PLUMBING SHALL BE INSTALLED UNTIL ALL REQUIRED PLUMBING PLAN CHECK PERMITS AND APPROVALS HAVE BEEN OBTAINED FROM ALL SYMBOL ABBREV. DESCRIPTION ABBREV. DESCRIPTION REQUIRED AGENCIES. 2. CONTRACTOR SHALL COORDINATE WITH THE ARCHITECTURAL DRAWINGS FOR (E) EXISTING AFF ABOVE FINISHED FLOOR EXACT LOCATION OF PLUMBING FIXTURES AND ACCESSIBILITY REQUIREMENTS. SORW SANITARY SEWER OR WASTE A/G AIC ABOVE CEILING -----SORW SANITARY SEWER OR WASTE B/G A/G ABOVE GRADE 3. CONTRACTOR SHALL FURNISH AND INSTALL MANUFACTURED WATER HAMMER V VENT B/F BELOW FLOOR ARRESTORS AT QUICK CLOSING VALVES, OUTLETS AND DEVICES. cw COLDWATER B/G BELOW GRADE 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING OF HW HOT WATER CONT. CONTINUATION WALLS AND FLOORS. INCLUDING ALL SAW CUTTING AND CORE DRILLING. -------HWR HOT WATER RETURN CD CONDENSATE DRAIN CD CD CONDENSATE DRAIN C/S CEILING SPACE 5. COORDINATE INSTALLATION OF ALL EQUIPMENT AND PIPING WITH OTHER IW IW INDIRECT WASTE D/L DOOR LOUVER TRADES PRIOR TO INSTALLATION. ENSURE THAT ALL CONTROL DEVICES, G G NATURAL GAS (LOW PRESSURE) DN. DOWN SHUTOFF VALVES, ETC. ARE ACCESSIBLE FOR MAINTENANCE THROUGH ACCESS PANELS IN FINISHED SPACES. CONTRACTOR SHALL COORDINATE HPG HPG NATURAL GAS (HIGH PRESSURE) EA EXHAUST AIR EXACT LOCATION OF PANELS WITH ARCHITECT PRIOR TO INSTALLATION. SD SD STORM DRAIN E.G. EXHAUST GRILLE r;, TP TRAP PRIMER FG FINISHED GRADE 6. CONTRACTOR SHALL COORDINATE AND VERIFY SIZES, LOCATIONS, DEPTHS AND ---<D FCO FLOOR CLEAN-OUT FU FIXTURE UNIT PIPING PRESSURES OF ALL BUILDING UTILITIES PRIOR TO EXCAVATION. -$---COG CLEAN-OUT TO GRADE FT FLUSH TANK 7. ALL PIPING BELOW SLAB ON GRADE TO BE LOCATED AWAY FROM ALL LOAD 'I wco WALL CLEAN-OUT FV FLUSH VALVE ' BEARING FOOTINGS. :) I HB HOSE BIBB GPF GALLONS PER FLUSH 0 PIPE RISING GPM GALLONS PER MINUTE 8. ALL PIPES AND CONDUITS SHALL BE SUPPORTED AND BRACED PER SMACNA 8 PIPE DOWN GPS GALLONS PER SECOND GUIDELINES FOR SEISMIC RESTRAINTS OF MECHANICAL SYSTEMS AND PLUMBING PIPING SYSTEMS. ALL PLUMBING EQUIPMENT SHALL COMPLY WITH l><I TEV THERMOSTATIC EXPANSION VALVE I/A IN ATTIC OR ABOVE CEILING TITLE 24 REQUIREMENTS. ~ SHUT-OFF VALVE ON RISE OR DROP I.E. INVERT ELEVATION CXl GLV GLOBE VALVE POD POINT OF DISCONNECT 9. AL PIPE PENETRATING AND PASSING THROUGH A RATED OR RATED FIRE ASSEMBLY N CV CHECK VALVE RA RETURN AIR TO BE METAL AND FIRE COCKED. r5, BALANCING VALVE SA SUPPLY AIR 10. CONDENSATE DRAIN AND WASTE PIPES SHALL SLOPE PER UNIFORM PLUMBING CODE. 6 BALL VALVE TYP. TYPICAL ~ PRV PRESSURE REGULATING VALVE U/G UNDERGROUND 11. FAUCETS TO BE SELF CLOSING. WHA WATER HAMMER ARRESTOR VTR VENT THRU ROOF ® FD FLOOR DRAIN WI WITH 12. WATER CLOSETS TO BE ULTRA LOW FLUSH TYPE. ~ FSK FLOOR SINK 13. INSULATION MATERIAL SHALL MEET THE CALIFORNIA QUALITY STANDARDS @ RD ROOF DRAIN PER ENERGY EFFICIENCY STANDARDS (E.E.S.) @ ORD OVERFLOW ROOF DRAIN s P.O.C. POINT OF CONNECTION '.~ 14. FAUCETS TO BE 2.2 GPM MAX. CIRCULATING P UMP SCHEDULE ELECTRICAL DATA SYMBOL MANUFACTURE/MODEL SERVICE TYPE HP HEAD WEIGHT FLA RPM (FT.) GPM (LBS) REMARKS VOLTS PHASE 060806 BELL & GOSSETT HOT WATER RETURN BOOSTER PUMP 1/6 1.9 115 1 1725 16 10 30 Teza Design Consulting fn Mechanical Engineering 8211 VINCETTA DR. NO. 10 LA MESA, CA 91942 (619) 465-8820 PHONE (619) 465-7235 FA,X tezadesig11@aol.co1n P1 .0 11 AS BUIL T1' ~/4-"~; <~••t 9-&S:>tc2 RCE 'Z-8_/7(, EXP. '3..•3L.>,t:I. DATE REVIE\v'ED BY• INSPECTOR DATE 11\ ,45 ,BiJIL T ~ CITY OF CARLSBAD SHEETS 1~1i:lt 1 ENGINEERING DEPARTMENT PLUMB. LEGEND & NOTES CARLSBAD CITY LIBRARY LEARNING CENTER APPRO~_;~BY: WILLIAM E. PL' .. ./_///, . -. -I, ( ,/ ·--:z.. c,-at, DEPUTY CITY ENGINEER PE#: 28176 EXP: 03-31-06 DATE DVvN BY: earn I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: SG ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CIT!' APPROVAL RVWD BY: SG 4001 434-5 ,--- ITEM NO. /we\ \1/ /we\ \2/ ffi ffi w ® ffi ~ ffi w w w (0~, /oo\ \1/ /ss\ \1/ Is\ \1/ ITEM NO. (~H) (~H) (~H) L_ -- FIXTURE SCHEDULE MINIMUM ROUGH-IN SIZE DESCRIPTION REMARKS WASTE TRAP VENT cw HW OTHER AMERICAN STANDARD AFWALL AQUAMETER NO. 2257.103, 1-1/2" TOP SPUD, ADA COMPLIANT WATER CLOSET 4" INTEGRAL 2" 1 /2" ----SLOAN 8111-SF BATTERY POWERED FLUSH VALVE WITH SATIN CHROME, SLOAN CARRIER, OLSONITE NO. 95 SEAT AMERICAN STANDARD AFWALL AQUAMETER NO. 2257.103, 1-1/2" TOP SPUD, WATER CLOSET 4" INTEGRAL 2" 1/2" ----SLOAN 8111-SF BATTERY POWERED FLUSH VALVE WITH SATIN CHROME, SLOAN CARRIER, OLSONITE NO. 95 SEAT LAVATORY 2" 2" 1-1/2" 1/2" 1/2" --AMERICAN STANDARD AQUALYN NO. 0476.028, COUNTERTOP LAVATORY, 4" CENTERS, ADA COMPLIANT CHICAGO FAUCETS 650-4, WITH ELECTRIC INFRARED SENSOR, PROVIDE 6 VOLT DIC TRANSFORMER. URINAL 2" 2" 1-1/2" 1/2" ----AMERICAN STANDARD SELECTRONIC INNSBROOK, ADA COMPLIANT PROVIDE AC POWERED FLUSH SYSTEM WITH PLUG-IN POWER SUPPLY 6 voe OUTPUT AND 110 VAC/60 HZ INPUT HOSE BIBB ------1/2" ----ACORN 8121-CP, WITH VACUUM BREAKER. PROVIDE WITH LOCKSHIELD BONNET AND REMOVABLE KEY HANDLE. 2" 2" 1-1/2" 1/2" ----ZURN ZN415-B TOP, WITH TRAP PRIMER CONNECTION FLOOR DRAIN TRAP PRIMER ------1/2" -- --PRECISION PLUMBING PRODUCTS -PRIME RITE ----WATER HAMMER ARRESTOR ------1/2" ZURN Z-1700 SHOKTROLS # 100 2" 2" 1-1/2" 1/2" ----HAWS HWBFA8L.VRC, "Hi-Lo" WALL MOUNTED ELECTRIC WATER COOLER, INSTALL AT ADA HEIGHT. DRINKING FOUNTAIN ----------3" J. R. SMITH 1011Y, SLOPE HORIZONTAL PIPING 1/4" PER FOOT WHERE APPLICABLE. ROOF DRAIN ----OVERFLOW ROOF DRAIN ------3" J. R. SMITH 1011Y, SLOPE HORIZONTAL PIPING 1/4" PER FOOT WHERE APPLICABLE. ----------2" J. R. SMITH 1011Y, SLOPE HORIZONTAL PIPING 1/4" PER FOOT WHERE APPLICABLE. ROOF DRAIN ----OVERFLOW ROOF DRAIN ------2" J. R. SMITH 1011Y, SLOPE HORIZONTAL PIPING 1/4" PER FOOT WHERE APPLICABLE. --2" J. R. SMITH 1011Y, SLOPE HORIZONTAL PIPING 1/4" PER FOOT WHERE APPLICABLE. DECK DRAIN -------- 1-1/2" --AMERICAN STANDARD FLORWELL SERVICE SINK WITH REMOVABLE VINYL-COATED RIM GUARD, CORNER MODEL SERVICE SINK 3" 3" 1/2" 1/2" ENAMELED CAST IRON WITH 3" DRAIN. AMERICAN STANDARD EXPOSED YOKE UTILITY FAUCET WITH TOP BRACE. SINK 2" 2" 1-1 /2" --JUST NO. DL-2025-A-GR, 18 GA STAINLESS STEEL WITH TWO 7-1/2 DEEP BOWLS AND FOUR HOLES ON 4" CENTERS 1 /2" 1/2" CHICAGO FAUCETS NO. 2301-8, DECK MOUNTED WITH HOSE AND SPRAY IN-SINK ERA TOR NO. 333/SS GARBAGE DISPOSER. ADA COMPLIANT EQUIPMENT SCHEDULE GAS LOAD DESCRIPTION MANUFACTURER INFORMATION WATER HEATER A. 0. SMITH: MODEL XGV-40 WITH 2" INSULATION, GREEN CHOICE GAS BURNER, FULLY AUTOMATIC CONTROLS AND A 3 YEAR WARRANTY. 40 GALLON STORAGE CAPACITY, 40,000 BTUH NATURAL GAS INPUT, 41 GPH RECOVERY AT 90 DEGREES RISE, .63 ENERGY FACTOR. PROVIDE 3" VENT AND TANK INSULATING JACKET WITH R-VALUE OF 16. WEIGHT: 410 LBS. DIMENSIONS: 20-1/2" DIA. X 59-7/8" HIGH SET WATER TEMPERATURE AT 105 'F. INSTALL WATER HEATER AND ALL APPURTENANCES PER DETAIL 3 AND 4 ON SHEET P3.0. WATER HEATER LISTED ON CEC LIST. WATER HEATER CHRONOMITE INSTANT-FLOW: "OR APPROVED EQUAL" M-20L TANKLESS ELECTRIC WATER HEATER AT 0.5 GPM FLOW RATE WITH 57 DEGREES RISE AND 104 DEGREES TEMPERATURE SETTING. WEIGHT: 5 LBS. DIMENSIONS: 6-1/4" x 9-5/8" x 2-3/4" ELECTRICAL: 208 V/4160 WATTS/20 AMP BREAKER PRESSURE/ TEMPERATURE RELIEF DRAIN AND THERMAL EXPANSION TANK ARE NOT REQUIRED. SET WATER TEMPERATURE AT 105 'F. WATER HEATER IS A LISTED, TANKLESS, INSTANTANEOUS HEATER. WATER HEATER CHRONOMITE INSTANT-FLOW: "OR APPROVED EQUAL" M-40 TANKLESS ELECTRIC WATER HEATER AT 1.0 GPM FLOW RATE WITH 57 DEGREES RISE AND 120 DEGREES TEMPERATURE SETTING. WEIGHT: 5 LBS. DIMENSIONS: 6-1/4" x 9-5/8" x 2-3/4" ELECTRICAL: 208 V/8320 WATTS/40 AMP BREAKER PRESSURE/ TEMPERATURE RELIEF DRAIN AND THERMAL EXPANSION TANK ARE NOT REQUIRED. SET WATER TEMPERATURE AT 105 "F. WATER HEATER IS A LISTED, TANKLESS, INSTANTANEOUS HEATER. EQUIPMENT RTU-1 RTU-2 WATER HEATER INPUT (Btu/Hr) GAS FACTOR 181,000 1/1000 181,000 40,000 1/100 1/100 0 0 TOTAL GAS L OAD DATE CFH 181 181 40 402 INITIAL ENGINEER Of WORK 1\ ,4,5' Bt//C.T PIPE SIZING CHART FIXTURE UNITS VELOCITY SIZE GPM FLUSH TANK FLUSH VALVE (FPS) 1/2" 4 5 0 4 3/4" 7 9 2 5 1 " 14 20 3 5 1 1/4" 26 47 11 6 1 1 /2" 43 95 3 7 2" 80 280 150 8 2 1/2" 135 555 452 9 75 PSI IN SITE MAIN 55 PSI SET AT PRESSURE REGULATOR STATION 30 PSI REQUIRED AT MOST DISTANT FIXTURE FROM REGULATOR 30 FT TO HIGHEST FIXTURE ABOVE PRESSURE REGULATOR 200 FT TO MOST DISTANT FIXTURE FROM PRESSURE REGULATOR 55 -[30 + (30 X .43)] = 12.1 100 X 12.1 / 200 = 6.05 6.05 PSI PER 100 FT. P.O. USE 6 PSl/100 FT. FRICTION LOSS BUILDING SERVICE CONNECTIONS SERVICE FU BUILDING SEWER BUILDING SUPPLY DATE 92 138 INITIAL DATE GPM 78 INITIAL SIZE 4" 2" ~ 2 CAPACITY 216FU 135 GPM ' ... Teza Design I Consulting In Mechanical Engineering 8211 VINCETTA DR. NO. 10 LA /\1ESJ\, CA 91942 (619) 465-8820 PHONE (619) 465-7235 FAX tezades1gn@aol.co1n P1 .1 II AS BUILT" . MkZ/4,i <a-,.'t-.9-.<S:-✓t2 RCE ~ IJfi_f, EXP, :1~3 L•/1. DATE REVIEw'ED BY• INSPECTOR DATE CITY OF CARLSBAD SHEETS ENGINEERING DEPARTMENT 1'17m PLUMBING SCHEDULES CARLSBAD CITY LIBRARY LEARNING CENTER APPROVED BY: WILLIA~LUMMER 4/#/4:,.; ~ ~-2-G-Jt, DEPUTY CITY ENGINEER PE#: 28176 EXP: 03-31--06 DATE OWN BY: P= PROJECT NO. SG I I DRA~NG NO. CHKD BY: REVISION DESCRIPTlON OTHER APPROVAL aTY APPROVAL RVWO BY: SG 4001 434-5 ~- Gr-- ~- (A B 0 Dj ® " m •· •. r 0 0 C G C I --·--i_ -- ---+----: fff~~- 1 22 18 -···.-.. -.. -re . --··-· 111 , •• .J I 14"COG " " 0 0 . . A B •. (F ' G .. (F 0 (H) " '] C, .. ---·---.. ·--~a~- " 0 " ' J 0 ,j (~ (JJ 'I □ a G " cl) GROUND LEVEL PLUMBING~;~~.(() K L m .. C.) " ITT----· I I ffi ,r, C C C " K I~ (M .. 0 I I ,. C - 21 18 FOR WORK IN THIS AREA SEE SHEET P2.2 ~ ~ ~ ~ 0 GENERAL NOTES: 1. INSTALL WH-1, ONLY, AFTER THE MODULAR BUILDING IS COMPLETED AND THE TELEPHONE EQUIPMENT IS RE-LOCATED. 2. REMOVE ALL EXISTING CW, HW, VENT, WASTE, GAS AND CD PIPES THAT ARE NOT SHOWN. SHEET NOTES: 0 0 0 0 0 0 0 0 ® LOCATE WH-2 BELOW L-1. ENSURE ADA REQUIREMENTS FOR ACCESSIBILITY ARE MET. LOCATE WH-3 BELOW S-1. ENSURE ADA REQUIREMENTS FOR ACCESSIBILITY ARE MET. PROVIDE TRAP PRIMER IN WALL WITH ACCESS PANEL. PROVIDE WATER HAMMER ARRESTOR IN WALL WITH ACCESS PANEL PROVIDE HOSE BIBB ON BUILDING EXTERIOR. (TYP.) 2" CW MAIN UP TO 1ST FLOOR CEILING SPACE. WATER PRESSURE REGULATING STATION IN VALVE BOX B/G. INSTALL PER DETAIL 1 ON SHEET P3.0. 1/2" CW UP TO UPPER FLOOR HOSE BIBB. POC 2" SEWER TO (E) 2" SEWER BELOW GRADE. FIELD VERIFY EXACT SIZE AND LOCATION. @ POC 4" SEWER TO (E) 4" SEWER BELOW GRADE. FIELD VERIFY EXACT SIZE AND LOCATION. @ 1/2" GAS DOWN TO WH-1 IN GROUND LEVEL. @ 4" WCO (TYP.) @ 2" VENT UP TO UPPER FLOOR @ 1-1/2" VENT UP TO UPPER FLOOR @ 3/4" FC-1 CONDENSATE DRAIN IN CEILING SPACE. SLOPE CD 1/8" -PER FOOT AND CONNECT TO HOUSE SIDE OF WASTE PIPE. @ 1-1/2" GAS UP TO 1ST FLOOR CEILING SPACE. ® 1-1/2" GAS UP TO UPPER FLOOR CEILING SPACE. @ SEE ARCHITECTURAL PLANS FOR FILTER AND EXIT DETAILS. @ 3" ROOF DRAIN AND DOWNSPOUT PIPING WITH 4" HORIZONTAL PIPING. SLOPE PIPES 1/4" PER FOOT. @) 3" ROOF DRAIN AND DOWNSPOUT PIPING. @ 2" ROOF DRAIN AND DOWNSPOUT PIPING. @ 2" DECK DRAIN AND DOWNSPOUT PIPING. @ CONNECT ROOF DRAIN WITH DECK DRAIN DOWNSPOUT, SEE UPPER LEVEL PLAN. 'I\ /JS £JU/LT DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 0lHER APPROVAL CITY APPROVAL J60PQ6 Tezo Design ) Consulting In Mechanical Engineering 8211 VlNCE'rrA DR. NO. 10 LA l\fESA, CA 91942 (619) 465.8820 PHONE (619) 465.7235 FAX tezadesign@aol.com P2.0 11 AS BUIL T11 _,t,_.?,~ ~ ~.,, ... _ • 9-JPLa RCE '.ZJlJl, EXP.,1•:J /-t.'2.-DATE REV!Ew'ED BY• INSPECTOR DATE L::J CITY OF CARLSBAD SHEETS 14~ 3 ENGINEERING DEPAR™ENT GROUND LEVEL PLUMB. CARLSBAD CITY LIBRARY LEARNING CENTER APPROVED BY: WILLIAM E. PLUMMER ~:t.~ '2-t.-~ DEPUTY CITY ENGINEER PE#: 28176 EXP: 03-31-06 DATE DWN BY: Pam I PROJECT NO. I DRAWING NO. CHKD BY: SG 4001 RVWD BY: SG 434-5 A (B @ ro\ (E\ (F fr H J @CL (M ~ "'-G if• C if, " "' ,, ' "' ·1 . ,. 0 C C -C, ,, 0 0 '~ 2 c, " " " ~======= ------·- I~ / ~:= -: : : -6 -I= := ~~ ~ 1 1 .. / o1o 2 ~ / ---g====·=·;= 1··=-===-::µ-~ C?)r \ I 1-112" GAS FROM / '--'--I / / ~~ ~ LOWER LEVEL ~ ____ '--.,,_1,,. / ., /1 4) ~ ® ii11~ -: ~ = s--.-: ------·g~_-12~)-·_-____ -+-_·_·-" __ · _ _,_ ; -. --~ ------~--~~~t-vc-L: __ ::::: ..... = .. :'.'.'= .. ==I' I/"'--- __,, /--1~1I2.,V UP -,,L_-114' GAS UP OF 0 TU2}26 I c--t _ _,_2_0_5"-t--I_,,__ .. / / / ~ t THRU ROOF -.__ ?--r O -------+----+--------- -F, .. ·+· -f.-f----___ !,.._____ -7 1----------·--·----t--i f-e-f-i=l=;-11 ,-i----c:-1=:·-~ ___ -+--+--lJ ~--:::-o--r -1 ii 2 1 I ____ L \ / kD i,2_2s1 ! I ! \ / ' --~ '-= ."J / ! I r ~114' G ,SUP l~C,;; , / ----;-~i-----"' ~ 1--+-+--+ -31~·, l --_,__1 ----v--[ RTU11 L" ' ' -L -I "" /RD\ OR 1 ~ 1:::,~ -~ r ·r ·7 / ~===;-;,==·=--=,-;=•-.. ~=•= ~-~--+--1 d ~-~1/ I , 1/ss\ \_3_/ 2 -T--1 JiJ. ,,--.. / , -~ L\ L I l= r:-:=\ i illll'Scl(c". f------1-o: L "I"' ~-~--···~··o-4·J~ \/W1cc.,\ 224 -n:=s·· I 226 e========-,~•1£~ '210 ~-->,:,______ ' 1--+=~ -··-t I,/ I L. I I "271] ~ - I I I CD'ou ~------+--- DN - I 2 9 - I 222 ft--'---tt--~H-314" CD I 209 I ~ - -C?'j[l 1~=; ~ U@ (o I[! __,, 1 1 1 1 ~-__ ----1~-------f-2 s I -3 ~ [BI] FOR WORK IN THIS AREA SEE SHEET P2.2 \/ _ _ __ ... ------·---1-----/~/-FAN c;:;o:;-;-1L;--1;;:,N--;..c~_s~,cc-= .. -=. == __ =<-~-=~=F_:-1--/1~/_ .. _. 7 ' ~ 1 / d_?Ol1 / _ (IF----2 -~ / / \-[220] f-/,'-/--+-~ IR~p~~~ ~--r-:---2-16-, ~2~ --'-"© ~ ~ II \ { 1219 ·~•=_=12=1=8_'-'=7=1=7-·~=·=-'.:.:.~=.~=··~=· 'l== .. c c'-. ---"= \;±:f-----;=-_: I ""IRD\/OR!J\ j_ '" 7 \}__) ~1ff\ - --7 r ~~""'~~~~~.--f-7~---t-"--3/_ G lI ~qt~=lt J r----t;2=;:~2;=;······+-----l u_ ' z-\IY (IF--_ -~=='11 "'-Fs~+-1f-c--1---1--[fill , -+--u-+,w R E 1:--r'i=!=. ::i'.====: _c-__ --+--~i'---jr-~~-_____ ~ : l 14J 111 ~--•1§ L__:',' 0 i I i --L ~~----['\_ N -r;:==='=='===='=-=';--:;='=='==';i ~-~-1~-;::.+ __ ,,=, .. .:::.-'.;J_ ---" ---'---<u,~ ,. 1 ♦ -~- fUS 10 - --·-------& II ,/ J -f 00> 11 I (JS 12 I I I I I °' C u ~1 •c u C'J 0 °' "' '" ., 0 0 -0 cJ 0 0 u 0 0 " u C @ ' ' ' 0 8 0 (0 E s, H D K_j (L,,; M --- UPPER LEVEL PLUMBING ~;~~. ( () DATE SHEET NOTES: 0 0 0 0 ® 0 0 0 INITIAL 2" ROOF DRAIN AND DOWNSPOUT PIPING WITH 3" HORIZONTAL PIPING. SLOPE PIPES 114" PER FOOT. 2" DECK DRAIN AND DOWNSPOUT PIPING WITH 3" HORIZONTAL PIPING. SLOPE PIPES 114" PER FOOT. 3" ROOF DRAIN AND DOWNSPOUT PIPING WITH 3" HORIZONTAL PIPING. SLOPE PIPES 114" PER FOOT. 3" ROOF DRAIN AND DOWNSPOUT PIPING WITH 4" HORIZONTAL PIPING. SLOPE PIPES 114" PER FOOT. PROVIDE HOSE BIBB ON DECK. 1" CD IN UPPER FLOOR CEILING SPACE. SLOPE 118" PER FOOT (TYP.) 1" CD ON TO SERVICE SINK. CONNECT DECK DRAIN WITH ROOF DRAIN DOWNSPOUT, SEE LOWER LEVEL PLAN. 11\ AS8UllT DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 011iER APPROVAL DATE INITIAL CITY APPROVAL Tezo Design Consulting In Mechanical Engineering 8211 VJNCETIA DR. NO. 10 060806 L\ .\1ESA, CA 91942 (619) 465-8820 PHONE (619) 465-7235 FAX tezadesign@aol.com P2.1 "AS BUILT" ~~~-¥1._ ~9-t,.;'..-/f) RCE~9/J' EXP, ';l ,'3.{_, tz. DATE REVIE\,/ED BY1 INSPECTOR DATE ~ CITY OF CARLSBAD SHEETS £1t.1~1 ENGINEERING DEPARTMENT 1,lf 4 UPPER LEVEL PLUMB. CARLSBAD CITY LIBRARY LEARNING CENTER APP';tV!=;i BY• WILLIAM.E. PLUMMER ,,. -~ --1'~ ,: ' )./ '2. -t:. _,,t:. DEPUTY CITY ENGINEER PE#: 28176 EXP: 03-31-06 DATE DWN BY: e,m I PROJECT NO. I DRAWING NO. CHKD BY: SG 4001 RVWD BY: SG 434-5 SEE SHEET P2.0 FOR CONTINUA ,1 N 2S ' '!J 1101 I ' -= II u 1-1/2V GROUND LEVEL WASTE & ~;~.! (() ~---------------u--- +- UPPER LEVEL WASTE & ~;=~.l.. ( () I I -----· --=1 ' -i I I ---+--I- I ' ' 0 0 I\ /\ SEE SHEET P2.0 FOR CONTINUATION 0 ~1/2CW I L __ 3/ HWR 1HW 1HWR 1/2CW 3 I- I GENERAL NOTES: 1. INSTALL WH-1, ONLY, AFTER THE MODULAR BUILDING IS COMPLETED AND THE TELEPHONE EQUIPMENT IS RE-LOCATED. SHEET NOTES: 0 PROVIDE 1/2" TRAP PRIMER IN WALL WITH ACCESS PANEL. 0 PROVIDE WATER HAMMER ARRESTOR IN WALL WITH ACCESS PANEL. 0 PROVIDE HOSE BIBB. 0 3/4" HW & HWR PIPES FROM GROUND LEVEL. 0 4" SEWER PIPE FROM UPPER LEVEL IN C/S. GROUND LEVEL HOT & COLD W~;,~~ (() 0 3" VENT TO UPPER LEVEL. 0 4" COG, SEE CIVIL DRAWINGS FOR CONT. • ' -= -------~ II I ---e---------t--•~ ' ' 0 - I 3/4CW ~---------,-i__,---~-~ -+- \ I I 0 4" SEWER PIPE ON. TO GROUND LEVEL. 0 2" WCO (TYP.) @ 4" WCO, (TYP.) @ POC 4" SEWER TO (E) SEWER B/G. ® 3" VENT UP THRU ROOF. @ 3/4" HW & HWR TO UPPER LEVEL @ 2" CW TO UPPER LEVEL. ® INSTALL WH-1 ON 6" CONCRETE PAD. @ 2" CW FROM GROUND LEVEL. @ PROVIDE FLOOR DRAIN. I Tezo Design Consulting In Mechanical Engineering 8211 VINCETIA DR. NO. 10 L\ .\fESA, CA 91942 (619) 465-8820 PHONE (619) 465-7235 FAX I tezadesign@aol.cotn P2. 2 "AS BUILT" ~4':-<; f?dHn.,.._ 7-1.r~1a RCF 28171, EXP. 3•31•1'2. DATE REVIEWED BY> INSPECTOR DATE \ J\ 45 ,8Ult.T ~ -----1'-~-=o =lc~--------------1-----+----+----+---1 5 CITY OF CARLSBAD ENGINEERING DEPARTMENT SHEETS l'fu /\ ;==:.-==========~==: t----+f--+-1 +-------------+--1---+---+----1 ENLARGED PLUMB. PLANS CARLSBAD CITY LIBRARY LEARNING CENTER UPPER LEVEL HOT & COLD w~y~~. ~()I-----+---+-------------------____, ;;JJ;Z;;W~IA~-2 _4 _"@ ~ DEPUTY CITY ENGINEER PE#: 28176 EXP: 03-31-06 DATE DA TE INlllAL ENGINEER Of WORK REVISION DESCRIPTION OWN BY; Pam I 1---DA_TE__.__INl_llA_L +-D_ATE___._IN_lll_AL--i CHKD BY: so OlHER APPROVAL CITY APPROVAL RVWD BY: so . PROJECT NO. I DRAWING NO. 4001 . 434-5 l 060806 I I - ~~ • ---✓---____ --_ 2VTR ~ rlllllll' I [___-----~ n~ ------- I -- ' H-~--+--+--+---+--+--+-- ! ' ,+--+--+--+--+--+---r-..._ --- ' - --+------ +--+--+--+-r',------- - ---J -f---+-+--+--+--+--+---H - f---+--l---+--l--+-+-+-+-+-+-+-+-+-+-+-+---+---+--+--+--+-~1 - 3/4" GAS DN TO Cl&--' _____ _ --~-- --~-____. . 3/4" GAS DN TO C/S ~-- - 3VTF<// PLUMBING ROOF~;~.~-(() c-0< "w "" ':! ---~ . --,--r- ~ . -l 1111111 - ~ - i 0 0 r /\ 4.5 131/lt.T DATE INlllAL DATE INlllAL ENGINEER Of WORK REVISION DESCRIPTION 0lHER APPROVAL 060806 Teza Design Consulting In Mechanical Engineering 8211 VINCETfA DR. NO. 10 LA l\1ESA, CA 91942 (619) 465-8820 PHONE (619) 465-7235 FAX tezadesign@aol.co1n P2.3 11 AS BUILT" dt'.?a?k'~ e ~ 9-/6"•/(i_ RCE?.Bl7' EXP. 3•:,L•L2. DATE REV!Ew'ED BY• INSPECTOR DATE L::J CITY OF CARLSBAD SHEETS 117t3f 6 ENGINEERING DEPARTMENT PLUMBING ROOF PLAN CARLSBAD CITY LIBRARY LEARNING CENTER APPROVE~,!Y: WIL/, E. eLUMMER ~~, -. ~ // 2-, .... 4'4 , , DEPUTY CITY ENGINEER PE#: 28176 EXP: 03-31-06 DATE DWN BY: P= I PROJECT NO. I DRAWING NO. DATE INlllAL CHKD BY: SG 4001 CITY APPROVAL RVWO BY: SG 434-5 CW MAIN OR BRANCH ACCESS PANEL TRAP PRIMER VALVE. MIN OPERATING PRESS. 1 PSI WITH INTEGRAL VACUUM BREAKER / 1/2"CW TAKE-OFF IC LINE SIZE ISOLATION VALVE _;-,-1C~1 ~:- 1 r DISTRIBUTION UNIT SEE FLR. PLAN ~_.___, FOR NUMBER OF I ',-,-----,--,, I DRAINS SERVED I I I I L _J ~-1/2"TP LINE TO TRAP PRIMER INLET CONN. AT FLOOR DRAINS MULTIPLE CONNECTION 6" ALL AROUND • •• •• ~ • . •• •• ~ ;, ;, .. . . •' •' WATERPROOF CHLORINATED POLYETHYLENE MEMBRANE DEEP SEAL "P" TRAP -----.. 6"DIA •' •' •• •' •• ;, ;, ;, •' •' •' STRUCTURAL FLOOR DRAIN CONCRETE FLOOR •' ;. •' ;, • • •' VENT LINE CONCRETE SLAB ----~ WASTE LINE TO MAIN FLUE CAP AGA APPROVED WEATHER PROOF FLUE--------- UL LISTED TYPE "B" DOUBLE WALL HOT WATER SUPPLY SIZE AS INDICATED THERMOMETER O"F -200'F DIRECT READING 6 .. MIN. DRAFT DIVERTER HW OUTLET ----t-, SIZE AS INDICATED ♦ CW OUTLET -----+-~ □□[ COMBUSTION AIR NOTE: FREE AREA AS INDICATED ON M2.0 AND PER UPC SECTION 507.0 ~ FLASH & SEAL FLUE PENETRATION ) \ THRU WALUROOF WATER TIGHT t=Q=• ISOLATION VALVE (TYP) COLDWATER SUPPLY, SIZE AS INDICATED ~-EXPANSION TANK AMTROL AST EXTROL SERIES SIZE PER MFR RECOMMENDATIONS SIZE AS INDICATED c:¢=====;;;:::.==~ff"\ BELL & GOSSETT PR SERIES WITH 1" FLANGE FOR HWR SIESMIC RESTRAINT STRAP -PER DETAIL 3 PLBG EQUIP GAS CONN -PER DETAIL 2 FINISHED FLOOR ♦ P&T RELIEF VALVE AGA RATED, 125PSI@ 105"F ROUTE P&T DISCHARGE FULL SIZE TO CODE APPROVED POINT OF DISPOSAL. SEE FLOOR PLAN FOR LOCATION '---ADJUSTABLE THERMOSTAT t;:::::;=:':::'.::::::':::'.::::=:;:::;J OUTLET TEMP SET @ 105"F THREADED NIPPLE GAS STOP VALVE EQUIPMENT CONNECTION SIZE BRONZE LOW PRESSURE PLUG STYLE W/FLAT TEE HEAD FUEL GAS CONNECTION (1v. PLBG OR HVAC E"QUIPMENT UNION I 11 11 11 I 11 EQUIPMENT CONNECTOR AGNUL LISTED SEMI-RIGID OR FLEXIBLE TYPE MIN. 24" LONG. THREADED END CAP ,--x::::i rBRANCH SUPPLY/ \/ SIZED PER PLAN ' ' r7 I ..... --1 t----------.. ~....-rl ,,...-I I ,/ / I I f \ / LJ \ / I ~ i---------~ I ,,,.,,. "1....J I I 'I I I I r,_r--7-1, '-rL..--..J,..J ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' LINE SIZE x LINE SIZE x EQUIP CONN SIZE TEE FITTING DIRT LEG 3"THREADED NIPPLE-LINE SIZE CW TO TRAP PRIMER CONNECTION DETAIL 11 VENT TO FLOOR DRAIN CONNECTION DETAIL 8 WATER HEATER DETAIL 5 EQUIPMENT FUEL GAS CONNECTION 2 TO HOT WATER FAUCET SINK WALL MOUNTED INSTANT-FLOW WATER HEATER TO COLD WATER FAUCET THREE-WAY ANGLE STOP VALVE J-BOX "---IN-LINE FLOW CONTROL CHANNEL FRAME L-CLIP BOLTED----. TO CHANNEL STEEL SUPPORTS BOLTED TO L-CLIP 2' -0" -J,il--------cl'-MIN. VENT CAP ____ ,------'~--t\---+-~-+r-----n' ' ' NOTE: ' ' ' ' ' ' ' ' ' ' ' ' _,.L--------t11---+-~--f-"-------'<._ TYPE "8" VENT FROM WATER HEATER DRAFT HOOD SHEET METAL FLASHING WELDED TO STACK. USE FIRE STOPPING SEALANT AT FLUE PENETRATION SIZE VENT PER MANUFACTURER RECOMMENDATION. INSTANT WATER HEATER DETAIL 10 WATER HEATER FLUE THRU WALL DETAIL 7 KEY NOTES: 0 REDUCE TO 1-112" GAS PIPE AND CONNECT TO (E) 2" GAS PIPE. 314" GAS RTU-2 = 181 CFH @ REDUCE 1-114" GAS PIPE TO 314" GAS PIPE AND CONNECT TO RTU-1 AND RTU-2. 12' 1J 10' 2' 1-114" GAS 10' @ CONNECT 112" GAS PIPE TO WH-1. © BLDG MAIN GAS SHUT-OFF WIPRESSURE REGULATOR 53" (E) METER 12' 1-1/4" GAS 9' 20' 5' 314" GAS RTU-1 = 181 CFH 1-112" GAS 112• GAS 57' L 5· 1-112" GAS NOTE: 2• l 10· 112" GA~O CFH 9 ~=@> -TOTAL DEVELOPED LEGTH SIZED AT= 150 FT. -GAS SIZING PER 2001 UPC -PROVIDE GAS SHUT-OFF COCK AT INLET OF EACH EQUIPMENT -PROVIDE DIRT-LEG AT EACH EQUIPMENT · GAS DIAGRAM NOT TO SCALE -SEISMICL Y RESTRAIN GAS PIPING AND ASSEMBLY PER UPC. GAS PRESSURE REGULATOR LBS TO INWC AT FINISHED PAVING OR SLAB PROVIDE 4"- 0PENING FINISHED PAVING, SLAB OR GRADE TRACER WIRE COPPER INSULATED #14,600V TRACER WIRE TAPPED TO UNDERGROUND MAIN ENTIRE LENGTH AT MAX. 10 FT INTERVALS ,,-----ELBOW SWING JOINTTYP. . ,, ,----GAS SERVICE PENETRATION ------BUILDING MAIN GAS SHUT-OFF VALVE SECURE TACER WIRE TO RISER WITH STAINLESS STEEL HOSE CLAMP GAS SERVICE TRANSITION RISER -PRE MANUFACTERED PLASTIC TO STEEL UNDERGROUND PE MEDIUM PRESSURE GAS MAIN INSTALLATION CONFIG No.1 NOTES G)-TANK TYPE WATER HEATER G · 14 GAUGE GALVANIZED STEEL ANCHOR STRAP SECURELY FASTENED TO WALL STUDS OR BACKING PLATE W/112"~ LAGS SCREWS TYPICAL BOTH SIDES INSTALLATION CONFIG No.2 G) -14 GAUGE GALVANIZED STEEL STRAP TO ENCIRCLE WATER HEATER SECURE W/1/2"~ MBS © -TIGHTEN STRAP SECURELY AROUND WATER HEATER DO NOT FASTEN STRAP TO WATER HEATER JACKET SPACEMAKER SERIES PRE-MANUFACTURED TANK RESTRAINT STRAPS MAY BE USED IN LIEU OF FIELD FABRICATED TANK RESTRAINTS. FOLLOW MANUFACTURES INSTALLATION INSTRUCTIONS WTR HTR SIESMIC RESTRAINT SHEET METAL FLASHING MOP IN WITH ROOFING MATERIAL TURN METAL FLASHING DOWN INTO STACK ROOFING 4 ROOF CONSTRUCTION SLEEVE ROOF CONSTRUCTION VENT STACK NOTE: EXTEND VENT PIPING A MINIMUM OF 6" ABOVE ROOFING. .4S8UILT TO BUILDING SEE SHEET P2.0 2" VALVE BOX BELOW GRADE 2" PRESSURE REGULATOR (TYP.) (SET AT 55 PSI) PRESSURE GAUGE (TYP.) 2" UNION (TYP.) BALL VALVE (TYP.) HOSE BIBB (TYP.) STRAINER WITH COLD WATER SUPPLY 2" 2" PRESSURE REGULATOR STATION 1 Tezo Design Consulting In Mechanical Engineering 8211 VINCE'ITA DR. NO. 10 LA i\1ESA, CA 91942 (619) 465-8820 PHONE (619) 465-7235 FAX tezadcsign@aol.co,n p3 • Q 11 AS BUILT" ~ &~,,.., 2·.<S.__L_, RCF 2 JJ/]' EXP, 3 •3/. 12. DATE REVIEl.'ED BY• INSPECTOR DATE fSHml7 CITY OF CARLSBAD 1-----+---<,-----------------+----<--+----+----1 l....!Qu ENGINEERING DEPARTMENT 1-----+---<,-----------------+----<--+----+----I SHEETS I~\:,, PLUMBING DETAILS CARLSBAD CITY LIBRARY LEARNING CENTER APPROVED BY: WILLIAM ~MER -t(df.ZdMi -I'., ~ :2, {, -<2:. EPUTY CITY ENGINEER' PE#: 28176 EXP: 03-31-06 DATE 1------------------------------~--+-----------------------------~--+------------------~-1---cc=-+=--t----------------t----t--,,--+--cc--+,-,--,-t D¼N BY: ,~ DATE INITIAL 1---0A_TE--"'--IN_lll_A_L +-D_ATE_~IN_lll_AL-1 CHKD BY: _s"'-G- PROJECT NO. I DRAWING NO. I GAS PIPING DIAGRAM {TYP.) 9 GAS PRESS REGULATOR EXISTING 6 VENT THROUGH ROOF DETAIL 3 ENGINEER OF WORK REVISION DESCRIPTION DlHER APPROVAL CllY APPROVAL RVWD BY: SG 4001 434-5 060806 ABBREVIATIONS EL.E<,TRICAL LE6ENO NOTE, • A66RlaVIATIONS I. MGIJNTIN<!. HEl6HTS INDICATE CENTER OF EI..E<,TRICAL OUTLET A60VE FINISH FLOOR :2. EXl5TIN<!. DEVICES 5HOl'N SAME AS FOR NEl'I EXCEPT PASHEl:>1 DISCONNECT AND ~NNECT DEVICES AS INDICA"TEP. XR REMOVE EXl5TIN5 DEVICE AND OUlt.ET. X EXl5TIN<!. DEVICE AND OUlt.ET TO REMAIN. XN EXl5TIN<!. DEVICE AND cvrt.ET IN NE1'1 LOcATION. XEI REMOVE EXl5TINi5 DEVIC!; AND PROVIPI: 61..ANK PLATE. ~ REMOVE EXl5TINi5 DEVICI; AND OUTLET AND RELOCATE TO NE1'1 LOCATION. XRN REMOVI: EXISTINiS DEVICI; AND REU5I! cvrt.ET, PROVIPI: NEl'I DEVICI; AND PLATE. AFF A60VE FINISH FLOOR MTP MOUN"TEP AF6 A60VE FINISH <5,RAC>I: MTa MOUNTINI!> AL ALVMIWM NL NI6HT Ll6HT AMP -NTS NOT TO SCALI: Al16 AMl:RICAN 11IRI: 6AU6E NO N.JMBl:R C CONDUIT p POLI: CB CIRCUIT BRl:AKER PNL PANl:I. CL ~T LIMITIN<!. PNLBIOD PANaeoARP CL6 Cl:ILINiS P5LD POY'ER. 5INel..E: LINI: PIAtSoRAM co CONDUIT ONLY E:l-1Prf R,A,c;.!;:11AY 11I11-t PUU. LINE Pl1R POY'ER. CONT. CONTINJATION (CONTINUED) RPU RIYl:RSIPI: PlSLIC UTILITIES cu GoFFLk 5HT Cltti Pl: DUAL l:U=Ml:NT 5G SQUARE PIA DIAMETER TD TIME DELAY ELECT ELl:C TRICAL TELE TEL.EPHONE: EMERe EMER6ENCY (l:1-1) Tl TENANTIMPl'OVEMENT EXIST EXISTIN<!. TTB TEL.EPHONE TERMINAL BOARD FA FIR!: ALARM TYP TYPICAL FAAP FA ANNUNGIATOR PANEL UL UNPERl'IRITER'S LABORATORY FACP FA CONTROL PANl:L UON UNLESS OT1-lER1115E NO"TEP 6FI <5,RO\.JNP FAIA..T INTERRUPTER V VOLT 6RP 6ROUNO (6) (6ND) 11 11ATTS HIP Hl6H INTS'elTY Pl5CHAR61: Y'P YeA~ DEVICE!. HPF Hl6H POl1ER FACTOR NEMA3R.ENC~ LP5 LOl1 PRl:55',.IRI! 500I\.M LT6 Ll6HTIN<!. MECH MECHANICAL M5l3 MAIN 511ITCHElOARD PROJEC, T GENERAL NOTES I. V'II-IERE CUTTIN<!. AND TI<alCHINiS ARE l<EG!I.IIRE'D, 11-tE CONTRACTOR 5HALL REPAIR AND FINISH 11-tE PIS"T1JRBEP SURFACI: TO MATCH EXl5TINi5. CONTRACTOR 5HALL EXERCISE CAUTION TO AVOID PAMA61: TO ANY EXl5TINi5 UTILITIES. CONTRACTOR eHALL E:MPI.O"T' MANUAL laGIJIFMl:NT FOR Ph5<5,INi5 l'll£N EXl5TINi5 UTILITIES ARE IPl:NTIFIED. ANY PAMA61: TO EXl5TIN<So \JTILITIES INCURRED PURINiS 11-tE PROCES5, THE CONTRACTOR SHALL IMMEPIATEL. Y Rl:PORT TO 11-tE 011NER AND SHALL IMMEPIATEL. Y REPAIR AND RESTORE! TO ORl6INAL CONDITION 11I11-lOVT ANY ADDITIONAL COST TO TI-le Ol"t-ER. :2. 11-tE EXISTINe CONDITIONS OF A60VE 6ROUNP s=TURES, SUCH A5 BUIL.PIN<S5, CONCRl:TE PAVEMENT AND 51...Aee, laGIJIPMl:NT SUPPORT PAPS, PARKINiS LOTS, AND ASPHALT PAVINiS AS 5HOl'N ON THE PLANS ARE TAKEN FROM EXISTIN<S RECORD PRAVilN<Se AND VERIFIED BY FIELD OB'5ERv'ATION. IT SHALL BE 11-tE CONTRACTOl'IS RESPONSIBILITY TO ACCI.IRATEL.Y LOcATE ANY ABOVI: 6ROUND s=~ 11-tAT MAY IN-11111-t 11-tE INSTALLATION OF 11-tE l10RI<. ANY PAMA61: TO EXIST. s=TURES Rl:5UJ..TIN<S FROM ll-tl5 l10RI<, THE CONTRACTOR SHALL IMMEDIATELY REPORT TO 11-tl: O11NER AND SHALL Rl:PAIR TO MATCH EXISTIN<So AT NO ADDITIONAL C05T TO 11-tE Oi'NER. 5. 11-tE CONTRACTOR :;HALL U6e euFFICIENT BARRICAPl:5 AND TEMPORARY PROTECTION DEVICES TO PRl:Vl:NT PE'DEST1".IAN5 OR NON-A\JTHORIZEP ACCES5 TO ANY OPEN T1<alCHES OR CONS=TION ACTIVITY. 11-tl: CONTRACTOR SHALL PROVIPI: STEEL PLATES TO COVER T1<alCHES IN TRAFFIC AREAS AND PL YJIIIOOP TO COVER TRENCHES EL.SEY'H:RI: DURIN<S, PERIOP5 11HEN TRENCl-£5 ARE UNATTENDED. 4. 11-tE CONTRACTOR 5HALL. IMMEDIATELY REPORT TO 11-te Oi'NER AND Rl:PAIR PAVINiS, 5IPi:11ALIG, CONCRl:TE 51..AB AREAS PAMA61:P OR CUT PUE TO l10RI< UNPl:R ll-tl5 CONTRACT TO MATCH EXISTIN<So. ,. ALI. CONDUCTORS 5HALL. 6E COFI L.R Tl£ MINIM.IM ALLOYED 11IRI: SIZE 15 # 1:2 Al16. CONTRACTOR 5HALL INCRl:ASE ElPANCH CIRCUIT (HOT AND N3JTRAI.. CONDUCTOl'IS) 11IRI: 5IZl:5 BASED UPON 11-tl: ENTIRI! BRANCH CIRCUIT LEN611-t AS FOLLOl15, 6. 1. FOR 120 VOLT CIRCUIT5, a. PROVIPI: # 10 Al16 111RI: FOR CIRCUITS L.AR6ER THAN 100 FEET BUT SMALLER THAN 1"15 Fl:l:T. I>. PROVIPI: • 11> Al16 111RI: SIZE FOR CIRCUIT5 L.AR6ER THAN 116 FEET B\JT L.E55 THAN Z15 FEET. "· PROVIPI: • 6 Al16 11IRe SIZE FOR CIRCUITS LAMER THAN :216 FEET BUT SHORTER THAN 4:25 FEET. d. PROVIPI: • 4 Al16 11IRI: 5tZE FOR CIRCUIT5 LAMER THAN 426 FEET B\JT SHORTER THAN 61' FEET. INCRl:ASE laGIJIPMENT 6ROUNP CONDUCTORS AND RACEl1AY 5IZl:5 ACCORPINeLY TO MEET NEC l<EG!I.IIRl:MENTS. PROVIPI: ADDITIONAL ..1/NCTION BOXES/ 11IREl1AYS/5PLICl:5 l<EG!I.IIRE'D TO TERMINATE ALI. CONDUCTORS INTO RESPECTIVE PANl:l.5, Ll6HT FIXTURES, RECEPTACLE5, DEVICE5, ETC. ALI. ELECTRICAL l10RI< 5HALL COMPLY TO :2004 CEC. CONTRACTOR SHALI. BE RESPONeleL.E TO CALI. '\.M::>E~ROI.NP SERVICE ALERT' o l-l1>00-4:2:2-4I55 PRIOR TO COMMENCINe ANY TRENCHIN6. THE EXISTINiS CONDITIONS OF BEL011 <$,ROI.NP PIPIN<So AND UTILITIES SUCH AS 6A5 MAIi-ie, 11ATER MAIN5, 5ANITAAY 5Eil'll:R5, STORM 51:11ER5, al:CTRICAL CONDUIT5, COMMUNICATION CONDUIT5 AND OTHER \JTILITIES ALON6111ni ASSOCIA"IEP VALVE BOXES, VALVE PIT5 AND MANHOl.a ARE TAKEN FROM EXISTIN6 ~ PRAl1IN65 AND VERIFIED BY FIELD oeeeRVATION. IT :;HALL Ile THE CONTRACTORS RESPONelBILITY TO FIELD VERIFY THE EXACT LOCATION AND DEPTH OF 6ELOl1 ~ PIPIN6 AND UTILITIES IN THE IMMEPIA"IE VICINITY OF 11-te l10RI<, l'f-lET1-lER SHOl'N ON PRA111N65 OR NOT. CONTRACTOR 5HALL MARK ALI. EXIST. PIPIN6 AND \JTILITIES AFFEC"!EP BY THE !10~ USIN<S UNDl:R6ROUNP PIPE LOCATOR TO LOcATE POSITION OF PIPES AND CONDUITS AND BY SPRAY PAINTIN6 LOCATION OF PIPES AND CONDUITS OH 11-tl: ~Ace. LEGEND SYMBOLS B:===:2 I 1a.D I I ' I S"er-" IJ' • • 6 lA-1;3 TTB MIIVMJM AACEl1AY t WNDUC.TOR SIZES, LION -CTV- DESCRIPTION HIP, COMPACT FL.UORESCENT, INCANPE5CENT LT6. FlxnJRE AND cvrt.ET, Cl:ILIN6, PENDANT, l1ALI. MOUNTED. 5111TCH a, CIRCUIT :2, A IN FlxnJRE 5CHePULE:. F!..UORE5CENT Ll6HTINe Fl~ AND OUTLET, CEILINe, PENDANT, l1ALI. MGIJN"IEP, 511ITCH a INNER LAMPS AND I> OUTER LAMPS, CIRCUIT :2, B IN FlxnJRE SCHEDULE. F!..UORE5CENT STRIP OR INPI.ISTRIAL Ll6HTINe Fl~ AND OUTLET, CEILIN6, PENDANT, l1ALI. MOUN"TEP. POLE MGIJN"TEP Ll6HTIN6 FIX=. SEE SITE Ll6HTIN6 FOR FlxnJRE CONFl..uRATION. 5I1'1<5,LE POLE T0661.E 5111TCHE5 • OUTLET, al>•Ll6HTIN6 FIXTIJRES CONTROL.LED • NJMl3ER OF 511ITCHES AT 5AMI: OUlt.ET • PLATE. [+'le>"] (511AY, 411AY). DIMMER !il'tTGH 4 Gl/11.fT, +-la'. IYITTAISf 4 TYPE TO !i!JIT Ll6HTIN6 LOADS. LIGHTIN<S OVERRIPE 511ITCH (PER T:24 LI6HTIN<S, OFFICE CONTROLS MEA9URES). CONNECT AS REGUIREO TO CONTROL Ll6HTIN<S Af'E.A. ~ID!: 11Ini NAMEPLATE TO REAP, "LIGHTIN<S OVERRIPE 5111TCH'. MANUAL MOTOR 5TARTIN6 5111TCH • oun..ET, HO~EPOl'ER RATED, 11111-t THERMAL OVERLOADS, 'ON' PILOT Ll6HT, NEMA I INTERIOR. 6R EXTERIOR. +46'. HP•HORSEPOJ/'IER RA"TEP • 11ITHOUT OVERLOADS• PILOT Ll6HT. DUPLEX ~IENCI: Rl:Cl:PTACLE AND OUTLET, !VERTICAL] +16'. CIRCUIT :2, 6FI•~ F>IJL T, CIRCUIT I~ 111TH FUSH-TO-TEST AND Rl:5ET BUTTONS. GIJAPf"IJPL.EX (POUeL.E PUPI.J:X) Rl:Cl:PT AGLE AND OUTLET. PUPI..EX ~!ENCE Rl:Cl:PTACLI: AND oun..ET, MOUNTED FLUSH 11I11-t CEILIN<S DUPLEX ~IENCI: Rl:Cl:PTACLE AND oun..ET, MOUNTED FLUSH 11I11-t FLOOR FLUSH 111TH FLOOR MGIJN"IEP GIJAPRUPLEX RECEPT AGLE 4 oun..ET. SPECIAL. PURPOSE RECEPTACLE• OUTLET. PROVIDE TTFESIAATINeS TO SVIT eRANCH CIRCUIT + NE\JTRAL. 11IRE 6ROUNP PROVIDE ONE MA TCHINiS PUJ6 FOR EACH RECEPT AGLE. TELEPHONE OUlt.ET, VERTICAL +16'. U.O.N. PROVIPI: ¾'C.O. FR.OM OUTLET TO SERVER = 214. (5) MAX. O\JTLET5 MAY BE 6ROl..l"EP 11/ RACEl1AY5 AS FOLI.0115, ~1 '4'c.o. __c:c.~ ~•c.o. TOROOM2I4.. T-,,-T • • T •• TELEPHONl:tt>ATA 0Ult.ET1 VERTICAL +16'. U.O.N. PROVIDE ¾"C.O. FR.OM TO 5ERVEFt = :21-4'. (51 MAX. O\JTLET5 MAY BE 6ROl..l"EP 11/ RACEl1AY5 A5 FOLL0115, ~I '4"C.O. __12'.C~ ~"C.O. TO ROOM 214 ,. ~ T V T • '7 T • '7 FLUSH 111TH FLOOR MOUNTED TELEPHONE PATA OUTLET. TELEPHONEtt>ATA OUlt.ET, MOUNTED FLUSH 111TH CEILINiS FOR 11IRB..E55 ACCES5. PROVIPI: l'C.O. FR.OM OUlt.ET TO 51:RVER ROOM :214 laGIJIPMENT RACK. PATA OUTLET, MGIJNTE'D FLUSH 111TH CE!ILINe FOR PROJ=GTOR laGIJIPMENT PROVIDE: l'C.O. FROM OUlt.ET TO 51:RVER ROOM 214. ..1/NCTION BOX 11ALI./Cl:ILINi5 MOUNTED. RACEl1AY RUN IA,J;>ER FLOOR OR UNDl:R6ROUNP. RACl:l1AY FiUN CONCEALED IN l1ALI. OR ABOVI: Cl:ILIN<S. EXISTINiS R,A,c;.!;:11AY. HOMER..N, A•PANEL. l,5•CIRCUIT5, 6•iaGIJIP AND/OR I50LA"TEP 6ROUNP BONC>r CONTINJe TO RESPECTIVE PANl:I. OR TERMINATION (A, TTB, ETC) AS IF ROUTIN6 i'IAS 5HOl'N IN IT5 ENTIRl:TY. 6/4'C-5#I~ 5/4'C-6lll~ ;l/4'C~I~ PROVIDE I/:2"G-6'1I:2 Al16 TO DUAL 5111TC,HEP Ll6HTINi5 FIXTURES. RACEl1AY STUB O\JT (l',1I11-t aw • CAP (A60VE FINISH <SRAPE). CABLE TELEVISION RACl:l1AY. 5/4'C.O. (\J.O.N) FIRE ALARM SYSTEM: I. CONTRACTOR SHALL PROVIPI: A NEl'I COMPLETE BUIL.PINiS A\JTOMATIC FIR!: ALARM SYSTEM. FOR THE MAIN ElUIL.PINiS AND MONORAIL BUIL.PIN6. FIR!: ALARM SYSTEM 5HALL PESl6NE'D, FURNISHED, INSTALLED AND CONNECTED BY A GIJALIFIEP, STATE OF CALIFORNIA LICl:N5ED FIRE AL.A~ CONTRACTOR 111TH MINIM.IM 5 YEARS OF POCUMENTEP EXPERIENCE. :2. HEAT Pl:TECTOl'IS, CONNECTION TO DUCT SMOKE: Pl:TECTOl'IS, HORNS, APA STROBES, COMBINATION HORN/STROBES, FIR!! ALARM 1:VACUATION SFE:AKERS, FIR!: SPRINKLER FLOl1 5111TCH Pl:TECTORS, FIRE SPRINKLER TAMPl:R 511ITCHES, BELI.5, -ACTION' FIR!! SPRINKLER 1-eAP SYSTEM, POOR HOI..P--OPEN PE:VICES, FIRe ALARM CONTROL PANl:I. (l'ACP), ANNJNCIATORS, BATTERIES, BA I I ERF ~ TELEPHONE DIALERS, 111RINe, R,A,c;.!;:11AYS, AND MISCELL.ANEOU5 PE:VICES. DUCT !SMOKE Pl:TECTORS ARE PROVIDED IJNt>ER DIVISION l!S; CONNEC"TEP TO FACP UNPER 11-tl: FIRE ALARM SYSTEM 5COPE: OF l10RI<. FIR!! ALARM CONTRACTOR 15 -I~ FOR COORPINATIN6 111TH MECHANICAL CONTRACTOR FOR TYPE, LOCATION AND CONNECTION l<EG!I.IIRl:MENTS OF ALI. DUCT SMOKE Pl:TECTOl'IS. 5. FIR!: ALARM SYSTEM PESl6N, laGIJIPMENT, INSTALLATION AND OPERATION :;HALL BE PROVIDED AS l<EG!I.IIRE'D BY THE LOcAL A\JTHORITY HAVINe .J.JRl5PICTION (AH-l), THE FIRE MAR5HALL AND/OR APPLICABLE (I.ATE5T AI,0pTEp EDITIONS OF, NFPA, CALIFORNIA BUIL.PINe CODI:, CALIFORNIA FIRE CODI!, AND CALIFORNIA EI..E<,TRICAL COPI:) COPES FOR BOTH BUIL.PINe'S OCCUPANCIES. MAIN BUIL.PIN6 HAS A 6faOJP A-5 OCCUPANCY AND MOPUL.AR BUIL.PIN<So HAS A 6faOJP E OCCUPANCY. FOR THE MOPlJL.AR BUIL.PIN6, CONTRACTOR SHALL VERIFY AND COMPLY 11Ini ~ICH 6faOJP E DIVISION 15 l<EG!I.IIRE'D. MAIN BUIL.PINe FACP 5HALL. MONITOR MOPlJL.AR BUIL.PIN6 FA PANEL.. 4. BUIL.PIN6 HAS AN ELEVATOR. PROVIPI: SMOKE Pl:TECTOR IN ELEVATOR LGeelES, ELEVATOR MACHINE ROOM AND ELEVATOR SHAFT FOR ELEVATOR RECALL. PROVIPI: HEAT Pl:TEGTOl'IS IN ELEVATOR SHAFT AND ELEVATOR MACHINE ROOMr CONNECT HEAT t>l:TECTORS SUCH THAT 11-tE ELEVATOh I EE'DE:R ~IRCUIT BF<EAKl:R 11IU. TRIP OPEN UPON Hl:AT t>l:TECTOR ACTIVATION. ELEVATOR SMOKE: AND Hl:AT DETECTORS 5HALL BE CONNl:CTE'D TO THE FACP. ELEVATOR SHAFT SMOKE AND HEAT Pl:TECTORS 5HALL el!: ACCE55IeL.E AND INSTALL.ED AS l<EG!I.IIRE'D BY AHJ AND ELEVATOR CODI: -IREMENTS. DEVICES MUST BE AecE56IeL.E FROM O\JT5IPI: THE HOISTl1AY. ,. ALI. FIRE ALARM laGIJIPMENT 5HALL Ile STATE OF CALIFORNIA FIRE MAR:;HALL. LISTED AND UL LIS"TEP. sveMIT SHOP PRAl1IN65 (W-IICH 5HOI..I..P INCL.UPI: POINT TO POINT 111RIN6 PIMRAM5, VOLTA61: PROP AND BAI IERf CAL.CUL.ATION5) AND PROP05EO laGIJIPMENT CUT5HEET5 TO A\JTHORITY HAVIN<S .J.JRISPICTION AND ARCHITEGT FOR Rl:VIEl1 AND APPROVAL PRIOR TO INSTALLATION. ALI. FIR!! ALARM SYSTEM 111RINi5 SHALL BE IN CONCEALED R,A,c;.!;:11AYS. ALI. DEVICl:S 51-fALI. BE FLUSH MGIJN"TEP. 6. FIRE ALARM SYSTEM 5HALI. BE APPRl:55ABLE 1YPE, FIR!: ALARM CON"IROL. PANl:L 5HALL BE MICROPROCE550R TYPE:. FIRE ALARM SYSTEM 11IRIN6 SHALL BE: CL.A55 13 TYPE:. 1. ALI. FIRE ALARM laGIJIPMENT 5HALL BE FROM ONE MAN..l"AC11.IRER, MANA"AC"l1.JRER5 ALI.O11E'D TO BID IN THIS PROJECT ARE ~. NOTIFIER, SIMPLEX OR EST. 11>. LOcATION OF CONTl".oL. PANl:I. AND ANJ-UICIATOR PANEL. :;HALL BE COORPINA"IEP 111TH ARCHITEGT AND FIRE MAR:;HALL. 'I. CONTRACTOR SHALL PROVIPI: 6 MONTH FIRE ALARM MONITORIN<So SYSTEM A5 PART OF THl5 CONTRACT. SYMBOLS --T-- --5-- -·-OH--- IFMPI IFACPI TTB ----f'ZZZZ1 [2J 0 o-----jl• IOOASl,;p 1OAFI DESCRIPTION MOTOR AND ELl:CTRICAL POY'ER. OUTLET AND CONNECTIONS. TELEPHONI: R,A,c;.!;:11AY. 3/4'C.O. (\J.O.N) 5I6NAL R,A,c;.!;:11AY (DATA, VOICE: • VIDEO). :2'C.O. (\J.O.N) OVERHEAD UTILITY SERVIGe CONDUCTORS FIRE ALARM ANNJNCIATOR PANEL FLUSH MOUNTED (U.O.NJ. FIR!: ALARM CONTl'OL PAiia AND BATTERY CABINET SURFACI: MGIJNTE'D (U.O.NJ. FA MAH.JAL PUU. STATION AND OUlt.ET, +411>' FLUSH MGIJNTE'D. FA HORN/STROBE LI6HT AND cvrt.ET, +e.o' AFF OR 6' ea.O11 Cl:ILIN6, ~ICHEVER 15 LOJ/'IER AIJPIOM6UAL OUTLET +16' AFF, PROVIDE I' C.O. FR.OM OUlt.ET AND STUB 6' ABOVE AecE56IeL.E CEILIN<So SPACE!:. CABLE TV OUTLET , +eQ' AFF, PROVIPI: 3/4' C.O. FROM OUTLET TO 11t•1TB1 TELEPHOi-e TERMINAL BOARD. PANaeoARD, SURFACE MOUNTED. PANaeoARD, FLUSH MGIJN"TEP. MAIN 51:RVICI: 5111TCHBOARD TRANSFORMER TB..EPHONE CO. FWE5TAL.. HANPHOLE, PRECAST CONCRl:TE, CONCRE"IE BOLT OOl'N COVER (f'RoVIPf! STEEL PLATE BOLT OOl'N COVER RA"TEP FOR H20 BRIP<SI! LOAPIN6 AT A.C. PAVED AAJ=AS) LETTER5 "Ll6HTIN6' ON COVER, e.-e/4' X 1+1/1>' X 2:2' PEEP IP u.o.N. SET ON ONE! CUBIC FOOT OF <$,RAVEL 111ni TOP I' ABOVE FINISH 6RAPI: (ONLY AT LANDSCAPED AREAS). 6ROUNPIN6/6ROI.NP ROD. HEAV'f C1UTY", 600 VOLT, DISCONNECT 5AFl:TY 5111TCH (F:fU5ED), NEMA I INTERIOR AND Nl:MA 3 EXTERIOI", AMP RATIN6 AND NJl-eER OF POLES AS l<EG!I.IIRE'D. RJ5E5 PER EGUIPMENT NAMEPLA"IE, CL.A55 -1, eu55MANN ILPN-RK.ll.P5-RK, CL, PE:, TD, +'le>" OR laGIJIPMENT MGIJNTED. :200POG UL RM5 SYM AIC RATINiS 100 AMP FU5EP 5111TCH RATIN6, 10 AMP RJ5E SIZE, THfO.EE: POL.E:, CL.A55 ~I FUSES, BU55MANN "I..PN-Rl</L~ CL, P!!:, TD, FOR MOTOR LOADS AND MECHANICAL laGIJIPMENT. BU55MANN --AAl15-~ ~T LIMITIN<So, FAST ACTIN<So FOR ALI. OTHERS. U.O.N. MAXII-U1 OF IOPOG A SYM LET nRJ 111TH A MAXIM.IM OF 4-:2poo A SYM AVAIL.AeL.E FOR FUSES UP TO 600 AMP.:!. Ll6HTINi5 CONTl<OL.LE:R OCCUPANCY 5l:N50R, Cl:ILIN6 MGIJN"!EP. WMBl:R INDICATES TI'P1! OF OCCUPANCY SENSOR USED. CONNECT 5EN50R TO NORMAL POJ/'IER SUCH THAT Ll6HT FIXTURES IN AREA 11IU. AUTOMATICALI.Y Ile CONTROL.LED. Ll:I IER INDICATES Ll6HT Fl~5 TO Ile CONTROL.LED BY OCCUPANCY SENSOR. 5EN50R FOR CORRIDOR APPLICATION. AREA TO COVER 2poo SGFT. 11ATT sro1=F CR ttH-2000H OCCUPANCY SENSOR #:2 5EN50R FOR OFFl.:.E/CORRIPOR APPLICATION. AREA TO COVER 2poo 5GFT.11ATT 0TOI FLA #11-:2000A OCCUPANCY SENSOR #5 5EN50R FOR OFFICE APPLICATION. AREA TO COVER 500 SG.FT.11ATT STOI I ER 'Yi-!500A OCCUPANCY SENSOR #4 SENSOR FOR OFFICI; APPLICATION. AREA TO COVER 1,200 SGFT. 11ATT STOI I ER IOT-IOOL CONSULTANTS: C&G ENGINEERING, INC. ELECTRICAL CONSULTING ENG1NEERS AND UGlfTING DESIGN 2970 Flfl1-I AVf., sum: 400 SAN DIEOO, CA 92103 Pl-fONE: (619) 391)-3479 FAX (619) 398-3492 ¼'W~· -~ Gf=~~-------, PROJECT NO:-#Of2-04-153 E0.1 HAS BUIL T0 ,?t.,(af'n,, t:Q.NF""\.. _7..1$.yD Rci:-Z.tO" EXP,3~a,~,-a. DATE REVIE'-'ED BY• INSPECTOR DATE 11, AS lJUII. T ~ t----+----+------r-----t------i--------t------i ~ :==:::'..:::;:::;:::::::;:;::::;:::;=::;::::::===::::::::::::====;.;::::::==; CITY OF CARLSBAD SHEETS l<i7~ DA TE INlllAL DA 1"E INlllAL DA 1"E INlllAL ENGINEER ~ \YORK REVISION DESCRIPTION OlliER APPROVAL CITY APPROVAL ENGINEERING DEPARTMENT LEGEND.ABBREV.AND GENERAL KEYNOTES CARLSBAD CITY LIBRARY LEARNING CENTER APPROVED BY: WILLIAM E. ~R ~<U,,~i~~(.~~T!f<!li ~f.~,~~~-~-l!l•t1•~•~1n1q,.,--_ z~ 4 ~,?' DEPUTY CITY ENGINEER PE#: 28176 EXP: 03-31-06 DATE OWN BY: FZMU I CHKO BY: oz.Fz RVWD BY: GZCZ . PROJECT NO. 4001 I ORA WING NO. 434-5 060B06 EXl5TIN5 W6•E FOi~,;: @1PII I i II I i 11 I OH I I I i __ _I_ ---------t---------·, -----------7--, T-------- JH :1 I I ' I -----! I I I V ' I ® @ Ii I I 11 ·-···-·---- , L EXl5TIN6 ~ &D6•E EXl&TIN6 &D64E POLE L----OH----------------------~H:~TN~T ~ VE~--__ ::;.s_T1N5 ~.s•_E ~-oHJ_:E CONDUC.TORS (3 PHA&E/ P3 P4@ =~='==ATL==EE=, ===i~= __ L=:'o==~=-o== .. -=E=L=E=C=T=R=l=C=A=L==========================@:G:@==11 =12= ..,._, ..._ REFER TO EU¾lRICAL UTILITIES • MISC. DEMOLITION NORTH AND NEl'i ~ 5EGIJENCE OF CON5TIOIJCTION. l -- I I I L SITE PLAN KEYNOTES: 0 &AN DIE50 5Af!> • El.EClRIC CO. (SD.5.4EJ ~ LOCATION. ELEClRICAL CONTRACTOR TO l'Ul".NISH 1RAN5FORMER PAD. -PAI:?5 SHALL eE CONSTIOIJCTED IN ACCORDANCE l'UTH SD.&.H!. REG!UIREMEN'ra AND Af!, DIRECTED 6Y THEIR LOCAL EN51NEER. DEYIATION5 FROM PLANS RESULTIN5 F~M DIRECTIVE5 6Y THE LOCAL EN51NEER 5HALL eE THE ELEClRICAL CON1RACTOR'5 RESPON&IBILITY. ELI¾lRICAL CON"TRACTOR SHALL PROVIDe TRAN&FORMER e.AAAIER P05'1'5 AND HANDHOLE Af!, FiEGUIRED OR DIRECTED BY 5D.5.4E. @ (4) 5' C.0, PER 5D.&.4E. REG!UI~. ® M 4' C.O. PER 5.D.&.• E. REG!UIREMENTS (PRIMARY F~ TO SD.&.4E. POINT OF GONNEc.TION. VERIFY EXACT LOCATION AND REG!UIREMENTS 111TH POl'£Ft CO. eEFORE INSTALLATION. G) M 4' C.O. TELEPHONE SERVICE, IN~ AND EXTEND AT EXIST. 56C PEDESTAL. VERIFY EXACT LOCATION AND REG!UIREMENTS l'UTH S6C, TELEPHONE CO. BEFORE INSTALLATION. ® ST\J6 CONDUIT INTO MOc:oULAR ew::>5. Af!> REG!UIRED. VERIFY IN FIELD l'UTH ~ITECT. © l"C.-111TH l"IIRIN5 TO ''FAc.P' ,.;;-, (2)-2'C.O. TO TELEPHONE BAC!<;60ARD 'MT'B', M-2'C.O. TO iaa-HONI: BACl<;60ARD 'MTB' (DATA!, \.Y l"C.O. (Ll5HTIN5 CONTROI..J TO 'LCP' @ (2) 2' C.O. FOR CABLE TV SERVICE. VERIFY EXACT LOCATION AND REG!UIREMENTS i"IITH CABLE TV CO. BEFORE INSTALLATION 0 M 2' C.O. TO "Mn,' (CAel..l: TV) @ MINIH.M RACEl"CAY SIZES SHALL BE 'lft"C. -U.O.N. MINIM.JM CONDUCTOR SIZES SHALL Be "10 Al"l5 U.O.N. ~IDE ()v!INIHJMJ 2"10, 1"105, Al"l5 IN ALL RACEl"CAYS U.O.N. ® CONTRACTOR SHALL eE ~NSIBLE TO CALL "iJNDER5ROIJND SERVICE ALERT' e l--eoo-42:2- 4!Sel PRIOR TO COMMENCIN5 ANY ~IN5. THE EXISTIN5 CONDITIONS OF BELOl"l ~ PIPIN5 AND UTILITIES 51.JCH A5 5A5 MAINS, l"IATER MAINS, SANITARY SEl"IER5, STORM SEl"IER5, EU¾lRICAL CONDUITS, COMM.INICATION CONDUITS AND OTHER UTILITIES ALON5 i"IITH A560CIATED VN.VE BOXES, VALVE PITS ANO MANHOI.J=5 ARE TAKEN ~M EXISTIN5 ~ DRAl'IIN55 AND VERIFIED 6Y FIELD OBSERVATION. IT SHALL eE THE CON"TRACTORS -IBILITY TO FIELD VERIFY THE EXACT LOCATION AND DEPTH OF BELOl"l 5~ PIPIN5 AND UTILITIES IN THE IMMEDIATE VICINITY OF THE l"IORI<, Vff:Tl-lER SHOl'N ON DRAl'IIN55 OR NOT. CONTRACTOR SHALL MARI< ALL EXIST. PIPIN5 AND UTILITIES AFFECTED BY THE ~ USIN5 ~ PIPE LOCATOR TO LOCATE POSITION OF PIPES AND CONDUITS AND 6Y SPRAY PAllfflN6 LOCATION OF PIPES AND CONDUITS ON THE 9URFACE. @ ~. BACKFILL AND REPAIR (ro MATCH EXIST. CONDITIONS) EXIST. S~T PAVIN5. ~IDE l'ECESeARY TRAFFIC CONlROI., BARRICADES, TEMPORARY ISGIJIPMENT, ETC. TO COMPLY 111TH CITY OF CAALSBAD AND RESPECTIVE UTILITY CO. REG!IJIREMENTS. @ ~IDE CONDUIT POLE RISER FOR SD<S•E, AND ALDELPHIA SERVICE CONDUITS P1':R RESPECTIVE UTILITY COMPANY REG!UIREMENTS. @ ~·c--6ll10;•1o.s ~ UTILITY COMPANY CONTACTS I. VERIFY EXACT LOCATION AND SERVICE REG!UIREH=NTS i"IITH THE FOLLOl"IIN6 COMPANIES PRIOR TO BID. SAN Dll':50 9Af!> • ELEClRIC CO. 5'71 ENTERPRISE ST. ESCONDIDO, CA '1202'1 SBC TELEPHONE CO. 42:20 ARIZONA ST, ~ 200 SAN DIE50, CA '12104 ALDELPHIA COMMJNICATIONS 5'720 EL CAMINO REAL CAAL.SBAD, CA <1200& CONTACT, DON ALTEVERES TEL, (1~) 400-TI:21 CONTACT, JILL DOUILLARD TEL, (61'11 5'74-e&Of> FAX, (61'1/ 2'14-=4 CONTACT, MONTI: 50TT TEL, (1~) 46&•·1'141 EX4<l<t 2. ACTUAL LOCATION OF ~ CONDUIT • PLACEMENT OF !Sl.e6TR!JC,11JRE5 TO BE DEICN"11NED 6Y THE Ri':51'EC,TIVE UTILITY CO. EN51NEERIN6 DEPAATl"IENT. ~ING OF SERVICES A5 SHOl'N MAY VARY FROM ACTUAL UTILITY co. DESI.SN. 3. ELEClRICAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL PRIMARY AND SECONDARY CONDUITS, TRENCHIN5 AND BAG,l(J=ILL, HANDHOLE5, 1RANSFORMER PAI:?5 5ROUNC>IN6 AND OTHER CONCR.ET!! a8eTRUCT\J1'<ES • IN ACCORDANCE i"IITH SD.5. t E. REG!UIREMENTS. 4. THE RESPECTIVE UTILITY CO. FINAL DRAl'IIN55 SHALL TAKE PRECEDENC-e O',BO. THIS PLAN AND BE THE ACTUAL CONSTRUCTION DOCI.M:;NTS, FOR BID PURPOSES ONLY. NOT FQ8 GQN&JEIJGTION. 5. TRENCH, BACKFILL AND REPAIR (rO MATCH EXIST. CONDITIONS) EXIST. STREET PAVIN&. PROVIDe NECESeARY 'TAAFFIC CONTROL, BARRICADES, TEMPORARY ISGIJIPMENT, ETC. TO COMP\. Y 111TH CITY OF &AN DIE50 AND THE RESPECTIVE UTILITY CO. REG!UIREMENTS. ' > . S./Tc.Pt./lN et.$<Tlf'ICAL -SDG,&, l::.RE.OUIREMENT.5: -77/ENEW 9'P,l/.4Sc ct.eCT/?IC4t.~(ftf[I/Cc S/./4t{ Pc Rour1=0 FRtJM ;p()f.€ '°'· . . . . -. -A - /'\ AS SUIC.T ~ 9 CONSULTANTS: C&G ENGINEERING, INC. ElECTRICAL CONSUL TING EflK:iINEERS AND LIGHTING DESIGN 2970 FIFTH AVE, SU1TE 400 SAN DIEGO, CA 92103 PHONE: (619) 398-3479 FAX (619) 398-3492 ¢ESS/~ ~ r:i'> ,. ~f,, % c;~--..; ~ .... ;..--: & cl t;;. M ~ NO. £014587 <,J ~ EXP. 6/J0/06 * '1~c~~3/. ~ . j, . •• PROJECTN0_#612-04-153 ~ E0.3 HAS BUIL TH ~.(4.,--t:~IPJ!I~ .9#.~#/tl RCE2./1~ EXP . .:r#• l·rz. DATE REVIE',,IED BYr INSPECTOR DATE CITY OF CARLSBAD ~HEETS I ?1:31. ENGINEERING DEPARTMENT SITE PLAN - ELECTRICAL CARLSBAD CITY LIBRARY LEARNING CENTER APPr:z.'3D BY: ll>;!LLIAM E ~ER ~ ·Uea: Z:. ~,..,.,.. •. :z,:, ~~ DEPUTY CITY ENGINEER PE#: 28176 EXP: 03-31-06 DATE DWN BY: fZMU I PROJECT NO. I DRAWING NO. DATE IN111AL DATE IN111AL DATE IN111AL CHKD BY: GZFZ ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL RWID BY: G~CZ 4001 434-5 060806 CONCIOJ:lE 6>-SE SHALL EXTEND 2" AeoYE 6AADE FOR FIXT1.JRE5 LOCATED IN LANDSCAPED ~---~ .. _, -,.l ,; ' 4 14) ""•x1Af' Ji-'"r, " J" .,,. ~u-~-ANCHOR f:::IC} . -__ , l'IITH 2' -TT ____ !.11_, l!= "L" eEND SET! 11-:- llj 26' DEEP ' I le CONCRETE SASE • .-, <7 -1 ,, -----~eo~ FIXTUl'te / .. ------TYPE "e,• ' 24" DIA. _, -2 <j -PACI< SOLID ½,' NON-SHRINI< GROUT eEmEEN FIXT1.JRE eASE AND FINISH GRADE. _, ., L', ., J - 1 Q <.:; __ _ ' ,---, 11 ·,, I I'_! i :::J - :..!I-II-2s' !, 1 :--1-1 , I- 24"(MIN,) .::::::==l:===±"o•-~ ✓ @ BOLLARD BASE DETAIL SCALE, NO SCALE SEISMIC CLIPS (4) TOTAL ------ FLUORESCENT -EXPOSED T-6AR CEILIN6 SYSTEM (SIMILAR FOR 'HAAD' TYPE CEILIN6) @ FIXTURE SEISMIC RESTRAINT SC.ALE, NO SC.ALE --.--------PEAKED POLE ,, ,---, TOP COVERl'LATE. '-------SGUAAE NON-TAPERED STEEL POLE 5,0' 5GI. X 6ROJNDIN6 TERMINAT10N l'IELDED TO POLE, 1'1111-1 SOLT ON LIJ5, INSIDE POLE. 12 FOOT X II GAU<,,!: POLE SHAFT. l;)(TERIOR FINISH ELECTl<05TAT1CALL Y APPLIED 5 MIL. MINIH.IM TI-IICI<, BAKED ON POViDER COATIN6. II' 5GI. BASE PLATE, HOT DIPPED GALVANIZED LEVELIN6 NUTS t A ~---1·· 10 Al'l6 Cl.I. FIX11JRE 6ROJND BOND l"IIRE. SECOND SET OF '14' ~ DIAMETER i'IA5HEl<S (IN ADDIT10N TO i'IA5HEl<S PROVIDED 1"1111-1 ANCHOR eol..T5) TOP t BOTTOM.--~ PACK 50!.ID I ½a' NOH SHRINI< 5ROUT UNDER BASEPLATE.------.._ I' c.HAMF£R ALL AP.OIJND.,-~~ SAND191..A5T OR GRIND TOP e 51DE5 TO ~ __..---I/ FORM LINES .. --------/ -~1-.<4-"-,-' 116 TIES AT I ½a" Ot:,,--./' 1-11,--1:. _I I 111' ,, I 1=1 I 1= i;., • ,j!llil "TI'l'"rl 'r----11 A 'LJ,,,:11,l,./', " 1' l=III-' -J E5 T 4-l'xS6'x4' MIN. _____ -1 4,1,. R!e.+lae!J---fl' 11=1' 12' C.C. ANCHOR SOL T5. -:II' ,,-~ '' \ O< JJ- ' 24" ' POURED WNCRETE BASE ::1500 P51 MIN. __ __,/,,, L ,,,/ -Fe+-+--+++'' , ELECm!CAL CONDUIT. ' t c.oNDIJCTOl'l.5. 14'-0 ' ' 6#5 VERTICAL STEEL / ·', -'-++-'-+->~ ' J' QR. ~-eAAS ROUND CAGE.__/-cJHz:::---, -',,-------------"I~ ,Eo.4., ,.(_ f-,.,- i -~I, . -·1 '1 : I . ,' . , I ,, . l - J" QR. -✓=-'-----,.JL'' 30" DIA. POLE MOUNTED BASE DETAIL SCALE, NO SCALE CONTROU..ER 6Y OTHERS. MAKE CONNECTIONS PER MAIIJl'AC11JFIER5 RECOMMENDAT10N5. FIELD VERIFY EXACT LOCArOl-l e REGIJIREMENTS. I / 4" ENLARGED ELEVATOR EQUIPMENT ROOM J~-- ' [~ I I I I ' ' ' ' I ' ' L --- FIELD VERIFY PHOToc:aL LOCATION PC "4'C.-2il6--'f LIGHTING CONTROL PANEL "LC.P" ZONE & ZONE Jw-E I zoNE e j <:PH'I; I ZONE 1 I '!PH'l; I I TOILET5, CORRIOORS ZONE 6 ll'liOTOCELL ON, TIMEC!.XK OFF) I I FIRST FLOOR L T5 ZONE 5 ll'liOTOCELL ON, TIMECLOCK OFF) l T l T al T b.l T I ZONE 41 ~~~~LOCK OFF) I I POLE MOI.NTED Ll6HT5 .[~1-r-N..M:lfR OF ~'I'S "6 REGUIFW i;f "T:/ PAia ~ (ONE: SINOCI: POU! ~y FOR EACH Cll<G\JIT). Pl<OVIDf d .J.: (:;J '!PH'i; Ra.A'l'5 FOR EACH ZOl-e. ~y 5H>IJ.. BE AATm FOR 125V, ZONE 3 IPliOTOCELL ON, TIMECLOCK OFF) T 10.000 AI.G. /T'(PICAL U.O.N) I zoNe :z ! ~ ¼i.~oau OFF) I ZONE I I 19UILDlll6 Ll6HT5 '-----'· /FliOTOCELL ON, PHOTOCELL OFF) • .L T d.l T \L_-61:1,11= IS 2-400 SERIES F'ROGRAMMAeLE Ll6HTIN6 CONTROL PANEL IIGR-1416-DTC-:1400 PCO CONTACT LCD o (3:23) 2:.6-0000 3/4' C.O. TO TELE. eACl<eOAAO -----' r® +-.----,~ EN6AAYE EACH 5V'l!Tc.H Y'IITH ZONENAME& CONTROLLED @] [§] 0@J r;1 '°Nl---=-"IITc.H 5HALL l!:.J eY-P>-55 ON OR OFF ALL RELAYS BT-I f-0 IN~PECTIYE ZONE (TYP) Al-6,--~ 6ENE51S 'CHELSEA" DIGITAL TYPE SERIES LOl'I VOLT AGE l'IALL 51'11Tc.HE3 (TYP) LOCATED NEAR INFO DESI<:----' NOTES, LOCATED NEAR ,_ __ __,f<ECEPT10NCOJNreR 0 ~RAM TIMECLOCK M Dlf<ECTED 6Y Ort,ll;.'R. 6T-:2 0 Pf<O\/IDE OVM.R 1"1111-1 (:;J HOUR =ININ6 ON MAINTENANCE AND ~IN6 OF SYSTEM. ® 3/4"C. i'IITI-141Yll5TED PAIR CAT. 5 PATCH CA131..E i'IITI-1 R.J 45 CONNECTORS. r;;\ ALL l;)(TERIOR Ll6HTIN6 UJMINAI~ 011-IER 11-tAN LOJli ~ SODIUM AND \.:::) FIX'!UsES Y'IITI-1 4050 LlJMEN5 OR MORE 5HALL 6E PROGRAMMED ANO 'f1JRNED 'OFF' 6ETl'll;:l;N 11,00 PM AND 6,00 AH. / I ' LIGHTING CONTROL DIAGRAM SCALE, NO SCALE Ji'. AS 8UILT CONSULTANTS: C&G ENGINEERING, INC. ELECTRICAL CONSUL TING ENGINEERS AND LIGHTING DESIGN 2970 FIFTH AVE, SUITT 400 SAN DIEGO, CA. 92103 PHONE: (619) 398-3479 FAA (619) 398-3492 "AS BUILT" ~.~@. .. ,,,,,_ 9~1.s"--v, • RCEZl/2' EXP. 3-31~ J? DATE REVIEIJED BY, INSPECTOR DATE ~ CITY OF CARLSBAD SHEETS 1----11----+-----------------+---+---+---+----I L2.'.:..J ENGINEERING DEPARlMENT 1tft3c1-~::='...===:::::::::::::::::::::::::::::::::::==::==:::::::===-.=:::==: DA TE INITIAL OA TE INlllAL DATE INlllAL ENGINEER OF WORK REVISION DESCRIPTION OlllER APPROVAL CITY APPROVAL DETAILS CARLSBAD CITY LIBRARY LEARNING CENTER APPROVED BY WILLIA~ E,J;;U ER ~., ~., · --r. M~-1,...,,___::z ... 1' ... -,1., DEPUTY CITY ENGINEER PE#: 28176 EXP: 03-31-06 DATE DWN BY: FZ MU I CHKD BY: GZ FZ RVIID BY: G/;cz . PROJECT NO. 4001 I DRAWING NO. 434-5 060806 LIGHTING FIXTIJRE SCHEDULE~ TYPE DESCRIPTION LAMPS 11ATTS MAN.Jf'AG-• C.ATALOe NO. TYPE 12' POLE MOUH1cD Hl6H ~ $0DUIM Ll6HT FIXl\JRE l'IITI-1 (0 150l'I HF'S 113 SP.-aDINS A INTl;;RliAL 100' HOU5e SHlaD. ED-11 MED «cR!AC>-Sl~DEH-15-AAM se ~PB-@ H CLEAA 0-E0.4 12' POLE MOUH1cD Hl6H f'RE55URE SODIUM Ll6HT FIXl\JRE. /0 150l'I HF'S 113 SP.-aDINS B ED-11 MED «cRIAC>-sl!Hi:!-l'¼il-DB-AAM-56-S-PB @ HI CLEAA 0-E0.4 COMPAC, T ~ BOU..AAD Villl-1 ~y BATTcRY /0 CF:32 35 KIM -@~ C PACK 'IRJPLE n.eE IVSBl-32PLl2O-eel.l-PBP H2 6X24Gl-3 3500K &' DIA. COMPAC,T ~T EXTERIOR DOJl'H.161-iT 51.JITAlll.E (2) c.F26 56 PRE5GOI.IT!: D FOR J/'ET LOCATION, l'IITH Hl6H IH"AC,T 1..Ee, 5f'EGIAL AUN(. 'IRJPLE n.eE tc.FTI,&3:2fm-Slf1'002H-OI..-T1<6-66 J l<El'I..EC,T~ 120V 6X24Gl-3 3500K SIMILAR TO lY!'e 'D' EXc.EPT Villl-1 i:ME1'!61:NC",Y BATTcRY PACI<, /2) c.F26 !56 PRE5GOI.IT!: DE 'lO MltvreS MIN. BAC,K-lJP POI'£!!. CAPAC,ITY, AC, REAl7f Ll6HT • 'IRJPLE n.eE tc.FTI,00:21£B-£M-SlfD&o2H-DL-TI0.6-e6 K RF.oH TO Tl:5T Sl"l!Tc.H ~IL Y ACc.ES5113LE ~ 6ELOl'i. 6X24Gl-3 3500K SIN<Slf' FACE EXIT 516H LED, saF Tl:5TTIN6 EI.EG~l(;S, C.JoeT LED 4 DIJAL Ll6HT E AUJMIIIM HOVSINS, 120V. '6E561'EI KE 51MILAR TO lY!'e 'E' EXGfPT l'IITI-1 DOl!lLE !"ACE. LEO 4 DIJ>J. Ll6HT El IISE1'6Y'EI Kl 4' i"IALL MCAAtTm Fl~. ()) FGe2 x,o~ 31 GOLIM31A F a~ -r,rRS855 11. 11114-132-Eee-120 K2 3500K __/ • f_Kt)VIOE WITI( OS KAM SYI .. V.4NIA QTPh J276/ t/NJ[l'SXxTG D.4ll.4ST ... . 6' DIA. (;OMpAC,T FUJORE5GENT DOl'INL.16HT Villl-1 CUAA AUN(. (V CF26 2& PRE5GOl.1Tl: G GROSS 6AFrl..E REFI..E(;T~ SUITABLE !'OR LAY-IN GEILINS, 120V. 'IRJPLE n.eE IIGFCl9642T1-IEB-5Ta36Aa..-56-524 KB 6X24Gl-3 3500K SIMILAR TO TYi'!: '(!;' EXc.EPT l'IITI-1 ~y BA~ PAC," (0 Gl"26 2& PRE5GOl.!Tl: GE 'lO MltvreS MIN. i3AC,K-lP POI'£!!. CAPAC,iT'f, AC, REAl7f Ll6HT • 'IRJPLE n.eE IIGFCl96421lEB-&1-5Ta36Aa..-56-524 K4 RF.oH TO Tl:5T Sl"l!Tc.H =rLY Ac:aflSIEILE ~ 66.0Yi. (!j,)(24Gl-3 3500K 6' DIA. (;OMpAC,T FLUOR!:5GENT DOl'INL.16HT l'IITI-1 SPfGULAR (OCF26 2& PRE5GOLIT!: GI CLEAA AUN(. l<EFL.Ec. T~ 120V, 51.JIT AllLE FOR HARD C-EILINS. 'IRJPLE n.eE IIC.FT63:2fm-STF602H-66 K5 6X24Gl-3 3500K SIMILAR TO TT1'e "(!;I' EXGfPT VilT1-l 1:11:R61:NGY BATTcRY PACI<, /0 c.F26 21' PRE5GOl.1Tl: GIE 'lO MltvreS MIN. i3AC,K-lP POI'£!!. CAPAC-ITY, AC, REAl7f Ll6HT e 'IRJPLE n.eE IIGl"T6321-IEB-O ~TF602H-e6 K6 RF.oH TO Tl:5T Sl'ilTc.H =IL Y ACc.ES5113LE ~ 6ELOl'I. 6X24Gl-3 3500K DEGORATIVE Fe!DANT FI..UORE5C,ENT Ll6HT FlxnJRE Villl-1 OPAL (0 CF:32 35 L6L Ll6HTIN6 GB FRENCH 6LAS5 GYI.I~ EI.EGTl<ONIG BALLAST, Ell..AC,K c.oRD, 'IRJPLE n.eE IILF-~--OP-5c.-32T K6E 5ATIN Nie.Ka A(;C.ENTS. 6X24Gl-3 0 3500K &' DIA. WH"AC,T ~ i"IALL rtA5li DOl'INL.16HT, l'IITI-1 (0 CF26 2& PRE5GOl.1Tl: G4 5EMl-5f'EGU..AA ~T~ 120V. 'IRJPLE n.eE IIGFT&321-EB-DM-ss-m-624 L (!j,)(24Gl-3 3500K &' DIA. Wt-f'AC,T =T DOJ/'INL.16HT, Villl-1 CLEAA ALVK (\JGl"26 2& PRE5GOl.1Tl: G5 CROSS BAFFLE Ra'l..l:CTOR, a.E(;'TFONIC DIMMINS eALU6T, 120V 'IRJPLE n.eE 11Cfc.6&3211-lf6.-0M-5TGB&AC,L-56-524 M 6X24Gl-3 3500K 51MILAR TO lY!'e '65' EXGfPT l'IITI-I RO\A-11' AC,RT1..IG 'TRIM RIN6S. /0 CF:26 2& PRl:5Wl..1Te G6 'IRJPLE n.eE ICFT632f£8-5TF602H-:e6-5!~ ME 6X24Gl-3 3500K SIMILAR TO TYPE '66' EXGS'T l'IITI-1 SG!JARE AGR'11..IC 'TRIM RJN6S, (0 CF26 2& PRE5GOl.111: G1 AND DIMMAlll.E 6ALL/6T. 'IRJPLE n.eE IIC.FT632fll:B..DM-5TF602H-e6-516N056~1O MIE 6X24Gl-3 3500K SIMll-"R TO TYPE '(!;!' l:XGa'T 5UITA61.E !'OR LAY-IN CEILIN6. (0 CF26 2& ~Te G8 'IRJPLE n.eE IIC.FT632f£8-5Tl'602H-624 N 6X24Gl-3 3500K FIXTIJRE SCHEDULE KEYNOTES: p 0 ALL 2' X 4' Ll6HT FIX'I\JRES INSTALLED IN SUSl't.NDED C-EILIN6 SHALL eE ~ TO T1-IE MAIN AND/DR GROSS l<IJNHEF!S Villl-1 (4) 5El5M1G (;LIFS AND (2) C-EILIN6 -I'll~ AT DIA60NAL "'1'<)-ER5 TO 51RU(;'TUR.E NXJVf FER 5/E0.4 X 0 S!.f'PORT !?Ol"INl..16HT Fl.xn.l<E ~) ~ SmJC'TUR.E NXJVf l'IITI-1 (2) C-EILINS l'IIRES AND l'lllli a-tr c.HANNa LAID AC-ROSS C-EILIN6 51..PPORT c.HAlff:LS. E2 ® ALL FI..UORE5CENT F!Xl\JRES SHALL eE RJRNISHED Villl-1 T& i..AH"S AND EI.Ec.'TFONIC., Hl6H FREQl..l:Nc:;Y 61-UASTS. ALL 6ALL/6TS AND UJMINARE5 U5E1' IH TI-115 PRO.Ee. T SHALL Bl! aRTIFIED TO COH"I. Y Villl-1 'Tl-E: APPLIANC.f STANDARDS !'OR FI..UORE5CENT 6ALL/6TS' FER STAT!:; OF C.ALIFORNIA, 'TITLE 24', fl.cGIIJIREM:NTS (\J.O.NJ 0 PAF.KIN6 LOT POINT TO POINT PHOTCM:TRl(;S l'ERE BASED UPON SP.-aDINS Ll6HTIN6 FIXl\JRES. A DI-T Ll6HT FIXME MAIU'AC,M!:R VilLL BE CON51DE!sED Qtil.:( IF T1-IE PMP05ED FIXl\JRE MATc.Hl:5 T1-IE !iPl:CIFIED FIXl\JRE IH G!JAI.ITY, GONSmJCTION, AND PHOTOMETRIG5, SU:lMIT POINT TO POINT c.oH'IJTl:R <SENERATED PHOTOMETRIC.5, l..lMEH l.056 FAC-TOR (U.F/ SHALL BE O.&5 !• SAME SCALE Joe 5111: l'!.Al-0. Ll6HT FIXl\JRES NOT Ma:TINS NXJVf fl.cGIIJIREMEHTS l"IILL NOT Be APf'MolED. ® NO S005Tli1/TIONS SHALL BE MADE Viln-lOVT c.ooRDINATIOli l'IITH AP.GHlreGT. 0 FlxnJRE TO Be GONNEc.TED TO ~y 6ATTcRY UNIT PANEL 'EM'. GONNEc.T M fl.cGIIJIRED TO FIXl\JRES AND ~y BATTcRY UNIT PANEL TO A DEDICATED 120 VOLT, I PHASE C.IRCUIT ~ ~-BATTcRY UNIT SHALL BE 'DIJ>J..-1..IT!:' Sl'NCI-NON 5ERIE5 l'IIT1-I 5Y5Tl:M Fl:ATuRES ~• 51'11Tc.HIN6 6ETY£EN UTILITY AND INVERTfR POr'ER, M6E AND lRANSIENT ~TION CIRCUITRY, H.11..TIF'I.IRPOSE LED INDIGATORS. CHAAAC,11:R Dl5PI.AY. PANEL 'fM' • 'DIJAL-1..IT!:' ~-120-~IU IVGEl'IAY, cmlETS, AND ~RINS COl'H:GTED TO ~y 6ATTcRY IA>IITS SHALL BE SB'AAAT!: (NOT c.oMlllNEDJ FROM 11-£ NORMAL 5Y5T1:M. IDfNTIFY (L.A6aJ EXP05E1' AND MCE5SlllU; RACEl"IAY !'OR I lJ.i,Lk AND w.Nc,H CIPGUITS GONNEc.TED TO ~y BATTERY SYSTEM. INSTALL LABEL5 ON cmlETS WNNECTED TO ~y BATTcRY UNITS 5Y5n:M M FOLLOY6 I. EXPOSED BOXES, ~l\lE, sa.F•Al?I-ESIVE f'LASTIC. LABa. ON G0'-11:'R. 2.WNC,fAl..f:DOOXE5, PLA5TIGIZl:D (;.AA!?-STOCK T A6f. 3. LABa.lN6 I.E6EN1', ~. l'IATERPl<OOF LISTIN6 OF T1-E: ~ ~Y' AND TI-£ C.IRa./lT t-l.M3ER. LIGHTING FIXTIJRE SCHEDULE~ DESCRIPflOli LAMPS 11ATTS - 4' STRIP Villl-1 Vi1RE6U.AAD, ALL l'ETAL PAATS PA11i11:17 BAl<B) (2) l'Oa2,rp,1 62 ENAI-EI. FINISH. 1<5005 I 3500K s•rAIS6fl~ J'IRJP !'OR COVE Ll6HTIN6 (0 l'Oa2XP.S 31 i<Se:315 3500K ~ TASK Ll6HT, Villl-1 EI.EG'TRONIC. eALU6T, FIOCl<a't (0 l'Oa2 XF.S 31 Sl'ilTc.H, 120 VOL TS. 1<5005 ~ 3500K • ,J ~• DIA. 9URF>Ge DF1I.M Ll6HT, l'IITI-l lf'F BAI..LA5T. (OCFl3 ,, Ti'tlN ltlElE 26X! 3500K - 2'x4' LEN5B1 -(IN 'T' 611.11' CEILINS/ FUJORE5GENT F~ (2) l'Oa2XP S 62 S'!Ea. HOUSIN6. AU. H:TAL PAATS PAINTED ElAl<E1' 1111Tl: etAMEL. 1<5005 0.125' llilCK (MIN) Cl.fAR PRISMATI(; i'GR11.I(; PATIERN 12 IJl'6. 3500K RJ.6H STEEL DOOR Villli MIT1::Rl:D ~-SPRIN6 LOADl::1' (;AM 1-"TGl-l:5 120 VOLTS. SIMILAR TO lY!'e 'K' EXc.EPT l'IITI-1 ~y BATTcRY PAc.K. (2) l'Oa2 XE'S 62 'lO MltvreS MIN. BAC,K-up POI'£!!. C.APAC,ITY, AC, REAl7f Ll6HT • 1<5005 RF.oH TO Tl:5T Sl"l!Tc.H, FV,DIL Y ACc.ES5161.E ~ efl..01'1. 3500K :2'x4' ~ INOl~T ~T, 5UIT AeL.!! FOR LAYIH {2)~:2XJ"S 6:2 GEILINS, 1:1..Ex:,~IG DIMMIN6 eALU6T i'tll-1 METAL PERFORATED R5&3!1 OVE!'U\Y, 120V. 3500K SIMll-"R TO TYFI:: 'Kl' EXaPT Villl-1 3 1-"H"S, 0/-1 LAMP eALU6T (3) FGe2 AP S "" AND 0/-2 LAMP 61-UAST, 120V. i<S 005 3500K SIMILAR TO TYi'!: 'Kl' EXaPT Villl-131-"H"S. /31 r0a2xr~ "" i<S 005 3500K SIMILAR TO TYFI:: 'Kl' EXaPT 51.JITABIZ !'OR HAA1' (2) l'Oa2l<(<':1 62 GEILINS. i<S 005 3500K SIMILAR TO lY!'e 'K4' EXaPT VilTI-IOUT Dlr+!A61.E BAI..LA5T, (3) l'Oa2 X rq, "" Villl-1 (0 -I LAMP BAU.AST AND /0 -2 LAMP 61-UAST. RS005 3500K I' X &' 5URFACE R..UORESCalT Villl-111-1111: PERFORATED (4) l'Oa2X~ 124 SIDE BASl<ET, f'P.OVIDE l'IITI-1 T-BAFI (;Llf'5 MOL«TIN6 1<5005 ~120V. 3500K SIMILAR TO lY!'e '!<6' EXGfPT l'IITI-1 ~y BATTcRY Pl'GI (4) l'Oa2X~ 124 'IO MltvreS MIN. BAC,K-up POI'£!!. GAPAC,ITY, AC, REAl7f Ll6HT e i<S 005 RF.oH TO Tl:5T Sl'ilTGH, FV,DILY ACc.ES5113LE ~ ea.ol'I. 3500K f'P.OVIDE Villl-1 (2) -2 LAH" BAU.ASTS. l'x4' 'lf'.APH>O.H) Yilll-l l!U;G,TION MOLDED r.a,e, EI.EGTRONIG (2) FGe2X!'!> 6:Z eALU6TS, 11-i!Tl: POl'C>ER WAT FINISH, 120V. {f_ i<S 005 3500K• / EX1cRIOR JMLI.. S(;ONCE LISTED !'OR l'ET LOCATIONS. EI.EGTRONII (2) CF26 56 BAU.ASTS, CLEAA TOP AND 60TTOM LENS, 120V. 'IRJPLE n.eE (!;24Gl-3 3500K SIMILAR TO lY!'e 'M' l:XGa'T Villl-1 ~y 6ATTcRY PAc.l<. /2) CF26 56 'lO MltvreS MIN. 6AC-K-lP POI'£!!. C.APAC,ITY, AC, FV,DY Ll6HT • 'IRJPLE n.eE RF.oH TO Tl:5T Sl'ilTGH, FV,D!LY ACc.ES5161.E ~ ea.ol'I. (!;24Gl-3 3500K EXTERIOR JMLI.. SCONCE LIST !'OR J/'ET LOCATIONS, EI.Ec.~IC /0 FT40DL 36 eALU6T, CLEAA TOP AND 60TTOM t..Ee, Villl-1 ~y PAC,K, RS 26-L ~O MltvreS MIN. BACK-UP POY£R CAPAC-ITY, AC, FV,DY Ll6HT 4 3500K RF.oH TO Tl:5T Sl'ilTc.H, FV,DILY ACc.ES5113LE ~ 66.0Yi. NON-METALLIC. V~ FI.UORESCENT Ll6HT Fl~ /OFIM 25 5HALL eE LISTED !'OR J/'ET LOCATIONS LJee, 120V. CJJAC> 4 PIN 34' DIA. CHANDELIB'I /4) CF26 112 'IRJPLE n.eE 624Gl-3 3500K EXl5TIN6 POLE MOUH1cD Hl6H ~ SODIJIM Ll6HT FIXl\JRE (0 150l'I HF'S EP-11 MED CLEAA 5EI.F-LUMINOU5 EXIT 516)1 51.JITAlll.E !'OR ~ET LISE. -- t'-AfJ 8Ulli 0A1E INlllAL ENGINEER OF WORK REVISION DESCRIPTION ... . . • C.ATAL.06 NO. GOLIM31A tc.s-4-232-Eee-120~- P;t?OV/1)~ WITIIOKSAM.SYLVANJA QTPS;,J2l/JL tNYPSX·TG/JdlfAST - . GOUM31A 16e>-4132-Eee-l:20-66RA .PROV/OE WIT/10/i'S/?M SYL////N//? 0TPSxJ2T8/ tJNV /"5)(-TG 8Alll/ST I AU<.CO fGl32-RSl'I-ECB P//'0///0c WIT/I 0;f~.4M SYL VIJN!A {)Tl'S.11'St{!J/ fin l.lJ,I_V PSX· TG /3/?lL,t) ST _,._ _ PRE5GOl.1Tl: l<f424-l:llff-120V ~, v GOLIM31A I "ST&24-2!126-FS-Al2.1~20-5U. f',foVt/Je Wt771 O/<SIM1 SYlVNM 6lTP.$> ;!218/ lfNV PSX-TG tJALLAGr . GOLIM31A ) "ST&24-2!126-FS-Al2.125M-Ee&-l:20-5U.-a f'loV'1c?tN1{H OJ'MM ?'(~VANIA Glf~·~t(t,f _qNy f'~X· (& /e,.A~h!,"',f' I' GOl..l.H31A "STR24-2!i2&-I IPO -t6&1'-120 ,~ov1r:1e w,ru 0/lfJAM -oYiVAHIA Q1f'fJ·11f6/ UNY F',;,X• f6, ~A/./.A<':1r GOLIM31A 1>&=+8626-1-f'O-eee-120 f((OV/Ot NlfH Of/flAM 'JHVANIA Qf6!t· ,tfeJ/ UNV f'frX·fG P->AUA~( I; GOLIM31A "STR24 33~120 f~OVH;l!i l'Jlf/-lO~A/1 fJY/. VAN IA IS/ftf,<;,-~1-(e,/ UNV 1'<$X-TG /:,AUA"'7' GOLIM31A "STR24-2'l2F-I PO B:l~D-120 ,. l'P.OVIO/; NIT/./ O/lfJAN 'JYLVANIA Qfe,t,-3i TfJ/ UNV PGX-TG P.,AL!.A";,1 t._ ""-11-'BIA "STR24-662F+'f'O-Ble-120 f/(/)VlrJE i'IITIJ 01'.-AM <:,'(/.YAN/A ore.ti -~zrr,/ 1 IJNV PSX·TG '?JALI.A';,f ' GOLIM31A "STP-16232-+~120 < f'J(t;,v1oe /'J/(// C/l<~AM ',)'/.VANIA Qfrt,S·5ZTO/ UNV 175x-n:; l!>ALLA'&T ""-11-'BIA ii:;TP-1&2!12-~120-a.5 FJt.OY/1:/S MIT/I Of.SA/116'rLVAHIA 0re,,. ~an,; U>JV f'5x-rs C,ALl~$r ,, c:.ow-,erA llt-ffi-42!12-e6-120 177 PROVIDE v/trll OXS"AM !HlVAIA Of~"?•1Zfl'.j/ UNY P5X•tG P.>ALLA$T - EGLI~ --' ; IH:L-TTT(2)26-!20lf'F-6Z-G1B Ec.l..lP51: IH:L-TTT/2/26-120lf'F-ez..:;ra-ee-a INDESeA Ll6HTIN6 l503-16X40-t:lRZ-el..-T!.-EM CAIUT "6Fl'I-Fl&-Hl~20V l"IINONA IS501 e 1 !Ll20V-A-13AL-5TD @ EXIST. TO RfWIIN MIL MOD\JI..AA 61.D6. IS COH"LETED AND oca.f'IED. 516NT!:X IEMA-10-1+1"1 ~ 1 CONSULTANTS: C&G ENGINEERING, INC. ELECTRlo.L CONSUL TING ENGINEERS AND LIGHTING DESIGN 2970 FIFTH A~ SUITE 400 SAN DIEGO, CA 92103 PI-K>NE: (619) 398-3479 FKX. (619) 398-3492 HAS BUIL TH __,.,.,:~.,___•/,..~ ... ~j&._,.,.',___,t:.__,,_,~~-,.,...,,...-t. 9-J.C->ta RCE 1,1/2, EXP.3.-3/ .. /;L DATE REV!EliED BY• INSPECTOR DATE CITY OF CARLSBAD ENGINEERING DEPARTh!ENT LIGHTING FIXTURE SCHEDULE SHEETS N713f C ARLSBAD CITY LIBRARY LEARNING CENTER ~ D BY: WILLIAM E. ~R ~.&,; 7',,, ,;,,._ 2-,-n DEPUTYC ITY ENGINEER .,..PE#: 28176 EXP: 03-31-06 DATE DWN BY: 0A1E INlllAL DA1E INlllAL FZ,MU CHKD BY: GUZ Olli[R APPROVAL CITY APPROVAL RVWD BY: GZ.CZ PROJECT NO. 4001 I DRA \'ANG NO. 434-5 V00x06 -0 --i C) 4' 11 ..c:, -(,-) ~ ..J .c. I Ul ' ' , . i l I i i ; (D~- 0- CD----- ©-- ©-- ~ 0)--- 10 ~- 11 12 FT r- --i 6F" 11'-lP -T □ L_ KEYNOTES: r.'\ CONNECT S.-UTCI-IES ANO eRAHCH Cl~ITS TO OIJ11.ET5, EGUIF'MENT ANO L16HTIN6 FIXT\.IRl:S M \V INDICA11:D ON PLANS, PANa.eOAF!I? ANO WJIFMENT ~ Yi!TI-1111:2 MINIH.M COND\JC,T~ IN WNc:.EALED IV,C,EYIAYS. CONDUCTOR SIZE5 ANO G!.JANTITIES 011-IER 11-IAN 1112 >N AA! N011:D ON 11-iE PLANS. FINAL CONNECTIONS TO MOTORIZED ANO Vl6RATIN6 WJIPT. 51-\ALL 6E Yi!TI-1 FLEXIBU:: c-ONDUIT. r-;,. CONNECT TO LANDSCAFE LV ~ M REGUIRED. VERIFY EXACT LOGATION Yi!TI-f 1-V LANDSCAPE DRN"IIN65. ® -H30X FOR IRRl6ATION ~ VERIFY EXACT LOGATION V'IITI-1 LAND5CAFE DRN"IIN65. --------r,\ l;)(ffND HOT eRAHCH Cl~IT TO ~y POl'£R PACK ANO CONNECT 5'X-H THAT EMER6ENCY \31 POl-'ER PACK IS ACTIVA11:D ONLY V'IITI-1 POl'£R FAILURE. UP ' - ' I r: !'. ~t-/ !.ic~ 24 'I r 11;= =~1-1 if--- 1 Ii; __ ! If I' ', I I I I,~ if-I I ' r ' I □ l , -I j ~ ' I - I' 24 I - :'L ' I -- I I I I ,..,,.--- B Bl-2 PANEL "Bl" -f---------------------l SERVES ALL C.IRC,UITS IN 11-tlS AAe.A U.O.N. 5EE PANELBOARD sc.HEl?ULE. A-22 D E F G H J \ TO ''MT6" . />:-;. ,_,,(. (,• ',-;-~"-"-' Ml~l~,20 ! \/ I \ \ --I I I v\ . /•1 21 I GFI .~ ·-v /l V'lP \-F0 @A-2 ½z"C..O. FOR O -- '-'UL__J RAIN SENSOR ! CONDUIT, SEE •• . k-IJI C:OFFEE A, 1-3.2\ I / A-ll,~r5 \~~• A-.. 11,1<1--... II )~ 15+ _,._~~ D/Vi - - -1 - --~-1- A-2 _ -+~L ___ 2~ ' Q ~-,_ ,-==::' -- C.LOC.K C.ON®LLER (VERIFY' ~J' LOCATION I , ----j I - ; _J I I I V,lr ~HITI:C.T). I I -----~--1---------~ I __ I I ---l_ ------>---+--- ' C - 17 -- ' r_:~ I I I K ''--✓ - PANEL "A" t---------------------1-t-----------------j SERVES ALL C.IRC,UITS IN 11-tlS AAe.A U.O.N. SEE PANELBOARD SC.HEOIA-E. ® IN~EPT EXISTIN6 c-ONDUIT AND V'IIRE AND EXT1:ND TO NEi'I PANEL. @ Tl:LEP1-IONE BACKSOA~ "Mre', RJLL LEN61ll X &' H X "4' TI-IICK PLYl'lOOD. ~ ¾'C.-1<6 ~ TO 61..D6. SIBUCI\JAAL STl:EL. Pl".OVIDE ADDTIONAL WILED V'IIRla TO \.Y REACH ~ PART OF eACKeOAF!I?. r.:-, 60N2P, 20e,v, S.-UTG-H LOGA11:D 6ELOV'i SINK FOR JN5TANTANEOUS MTER HEATER /REFER TO~- 1,V DJ/165. VERIFY EXACT LOCATION PRIOR TO ~IN YiORK. ALL ASeOC-IA!l:D fV,C,EYIA'f5 51-\ALL 6E c.oNc,EALB;), Pl".OVIDE OUTJ.ET eox BEHIND HEATER M REGUIRED. PROVIDE SV'IITG-H Yi!TI-1 NAMEPLJ\TE 'V'IATER HEATER DISCONNECT Sr'ilTG-H". 8) ¾'c-2•10, 1•1o.s @ SPECIAL PIJl<f'05E F.ECl:PTACLE 60A, 1251:250¥, i3 POLE, i3 V'IIRE, Tl"IIST-LOC-K 1YPE DEVICE. ® Pl".OVIDE l:20V/:24V>c-, 5<NA TRAN5l"OPJ-IER ANO M REG!.JIRED FWIBLJ:: DISC-ONNECTS FOR CO2 5f:N5CIRS. (BY DIV. 15) RE:FE:R TO MECHANICAL DRMIN6 M:3.O FOR G!.JANTITI' ANO LOCATION OF CO2 SENSORS ANO~-MINIH.M CCNC)IX.TOR SIZE 51-\ALL 6E 110 >N IN i3/4'C. CONNECT TO Cl~IT A2-:2i3 . @ -H30X FOR PLUMBIN6 EGUIF'MENT POl'£R 5UPPLY. COORDINATE J-BOX LOCATION ANO HEl6HT Yi!TI-1 PLUMBIN6. CONNECT PER PLUMelN6 EGUIF'MENT MAI-IJFACTIJRE;R'S ~ATION5 M REG!.JIRED. @ l'C.O. TO ''Mm' @ Pl".OVIDE Sff'AAATE N9J'TAAL FOR EVERY DIMMED eRANCH Cl~IT. @ Pl".OVll?E ~2P FWIBLJ:: DISC-ONNECT S.-UTG-H FOR VVT MECHANICAL WJIF'MENT AND LOGATE IN AG,C,l;SSleLE C-EILIN6 SPACE Yi!TI-1 ¾'C-:211:2, 111:26. /'TYPICAW @ CONNECT TO l'U<Nl"T\JRE SYSTEM l>6 REG!.JIRED PER MAI-IJFAC"T\JRER'S RECOMMENDATIONS. @ MOTORIZED ~TION 5'-ReEN ANO W/OOV'IN ~ S.-UTG-H, +46' CONNECT A'!, REG!.JIRED PER ffiOJECTION 5CREEN MAN.Jl'AC"T\JRER'S RECOMMENDATIONS. ~ DATA OJTl.f:T, FLU5H MOUNTED Yiln-t C-EILIN6, FOR Pf'OJ;<;TOR EGIJ.JIPMENT. 511J6 I' C.O. TO SERVER ROOM. '-!'.::I COORDINATE Yi!TI-1 CARLSBAD Ll!lAARY REPRESENTATIVE FOR REGUIREMENTS. Q F.FID SYSTEM EGUIFMENT. Pl".OVIDE CONDUIT M REG!.JIRED PER MANlf'ACTURER'S ~ATION I.'.::'.) BETl'£'EN EGUIPMENT FOR A COMPLETE BOOK $Ea.na.lTY SYSTEM. COORDINATE V'IITI-1 CARLSBAD Ll!lAARY Rf.F~TATIVE FOR EXACT LOCATION OF F.FID SYSTEM W.Jlf'MENT. (OCCUPANCY ROOM LEGEND ClASSIFICATIONJ rn!]ENTRY ~ JANITOR/CUSTODIAN {S-2) ~ WOMEN'S RESTROOM [!Q!) MEN'S RESTROOM ~ STORAGE (S-2) ~ KITCHEN I STAFF LOUNGE (B) ~ HOMEWORK CENTER (B) mm] HOMEWORK CENTER (BJ [!Q!) HOMEWORK CENTER (B) (IT[] HOMEWORK CENTER (B) [TI!JCOOROINATOR'S OFFICE (B) (!ID CHILDREN/ FAMLY AREA (A-3) [fil]ADULT AREA (A-3) CTI!) UNISEX RESTROOM mfil KITCHEN (A-3) m!J STORYT!ME ROOM (A-3) illil STORAGE (S-2) [TI!] STORAGE (S-21 (D!]ADUL T COMPUTER AAEA (A-3) rn!J STAFF WORK.ST ATK>N (A-3) (R!] RECEPTION/ INFO DESK (A·3) mrJSTAFFWORKROOM iBJ m!lELEVATOR MACHINE ROOM rn!] ELEVA TOR LOBBY ~STAIR m!) MECHANICAL CLOSET (]fil ELECTRICAL CLOSET CONSULTANTS: C&G ENGINEERING, INC. El£CTRICAL CONSUL TING Efl)SINEERS AND LIGHTING DESIGN 2970 FIFll-t Allf., SUITE '100 SAN DIEGO, CA 92103 PHONE: (619} 399-3179 FAX (619) 398-3492: II AS BUILT" ,u?~¼i '?,, ,,.,_ !l-M'.-1" RCE'll/2'-EXP,3-3/•/'J, DATE REVIEWED BY• INSPECTOR DATE 11" .4S /jffllc, fsi=iml CITY OF CARLSBAD 1----+---t---------------+---l---+---1-----1 ~ ENGINEERING DEPARTMENT SHEETS l'171af-- ~F~L::::;:O::::;:O::;::R==P==LA:::;:::::::::::N==G:::::::::R==O=U==-N.=::;D====: FLOOR FLAN GROUND LEVEL -FOY'{ER AND COMMUNICATION5 0® 1----1----+-----------+-----1--1-----1----1 LEVEL -POWER AND COMM. CARLSBAD CITY LIBRARY LEARNING CENTER NORTH ====;::::;::================================================================== 5CAL.E, '¾6" = 1'-0" APPROVED BY WILLIAM ~MER -----+----------------------~--_, <U!.Wre:i t: ~,, ... .....,.. 2-"-"'' DEPUTY CITY ENGl~EER PE#: 28176 EXP: 03-31-06 DATE DA TE INITIAL ENGINEER Of WORK REVISION DESCRIPTION 1--D_ATE_~IN_lll_AL-t-_D_ATE_~IN_lll_AL-l CHKD BY: GZFZ DWN BY: CZ MU I OlHER APPROVAL CITY APPROVAL RVWD BY: GZCZ • PROJECT NO. 4001 I DRAWING NO. 434-5 060806 r i h ___ ---- ©--~ ©- 0- (a) 7- ©-- 10 ,___ 11 12 f------/ A / ' 2-2!t- I ' ' . ! I B -=====-= ---------------- 62-21 \ }) v·, --·, L :.~~21.29~=<2~1 I , -·', ,-/ 2~] 11 I 'a ,---cJ ' 1:.- 19 ! r --19 I l.__ i 1,, :I· --+-- - L__ -- __ -_-=-:1 ~ - - - - M2-11,1Gf C -----7 ✓ \ __ _,- ' GFI i"IP 6 D ---+ ' \ ( , V -M2-21,29 1 I -2,4 -- \--~ -~ \-~-', '~---:::_,\ ' ·, ' I '1._ __ ,,-. ( __ _) '< __ ) ----------- 1 1 62-8,20 PANEL "C:.P' 5ERYE5 Alf!. C.l~ITS IN 11-ilS P.P.:EA U.O.N. 5£:c PAN!: AAD 5c.HEDVLI:. E ' --+e411 I I M-42 F t-~ --,-1..i-;:-I: 'I --i,1 1 i1 II' 11 ' ' I -----r I ' I ! I • j --::_·_~-~:~ __ -----::----=-~_: ii ~ i'l!, l~;;;;;;;;aj_1i11~ -1-1-- ~--~~~ --j_ -------- v,p J G +22 1-0"AFF (VERIFY HEIGHT AND EXAC.T 4oc.ATION i"IITH ARc.HITI:C.T). I H I z 0 I~---.~numrr t r·-! i ,I ----._J I~ I I L_ PANEL "B2" l--1-------------------l PANEL"A:2 SERVES ALL C.l~ITS i----------------------l~i--1----------------l IN 11-ilS N',:EA U.O.N. 5ERYE5 ALL C.l~ITS Sci: PANELElOAAD 5c.HEDVLI:. IN 11-ilS AA1!A U.O.N. 5£:c PANELElOARD sc.Hl:OJLI:. NORTHe~1:c.~~;;;roEE~~:-~611=;-=p7-1·~~:~ .. =N=U=P=P=E=R====L=E=V~E;;L~-~P~O~Y'-l~E~R~A~N~D~C,~O~M~M~U~N~IC,~A~T~IO~N~5~===============~0;;1 ®~11= -TO ollEEI !:I.I FOR l<l:YNOTl:5 0 INFORMATION ' ' ~ i"·"r \L: .. :/J - I I K 7 I ' ' I n ' ,ril i ' : '_L I , I ii __ ' I : I ! ! --- --- ----- I I / ' L - - - - I I ' i i ' I ' i . I I -I+--- I J_ I i-- - ------- - - - -I I I cl) 11\ 4.5 BUILT DA1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION ROOM LEGEND rn!!) ENTRY/ RECEPTION ~ COMPUTER TRAINING ROOM (A-2) ~ MEN'S RESTROOM ~ WOMEN'S RESTROOM. ~ LARGE GROUP ROOM (A-3) ~ LARGE GROUP ROOM (A-3) (1ill HAU.WAY [[@) MEDIUM GROUP ROOM (A-3) ~ RECEPTION COUNTER (A-3) ~ CART STORAGE (S-2) rnTI GENERAL STORAGE (S-2) ~ STAFF WORKROOM (BJ rn!i COLLECTION (A-3) m!I SERVER ROOM (S-2) rn1J 1.ARGE GROUP ROOM (A-3) (!ill INDIVIDUAL TUTORING OFFICE (B) rnIJ INDIVIDUAL TUTORING OFFICE {B) ~ !NDJVJDUAL TUTORING OFFICE (B) I])]] INDIVIDUAL TUTORING OFFICE {B) ~ MEDIUM GROUP ROOM (A-3) (IB]HALLWAY (A-3) @) INDIVIDUAL TUTORING OFFICE (B) Im) INDIVIDUAL TUTORING OFFICE (B) [ill] INDIVIDUAL TUTORING OFFICE (B) ~ IND1VJDUAL TUTORING OFFICE (B) ~ lNDNIDUAL TUTORING OFFICE (B) ~ RESOURCE ALCOVE (A-3) ~ COORDINATOR OFFICE (B) l]g[} SMALL GROUP ROOM (A-3) ~ ELEVATOR LOBBY I]!!) EXTERIOR TERRACE ~ EXTERIOR TERRACE rn[) EXTERIOR TERRACE DA1E INITIAL OA1E INITIAL OTiiER APPROVAL CITY APPROVAL ~ 3 CONSULTANTS: C&G ENGINEERING, INC. ELECTRICAL CONSUL TING ENGINEERS AND LIGHTING DESIGN 2970 FIFTH AVE, SUITE 400 SAN DIEGO, CA 92103 PHONE: (619) 39S--3479 FAX (619) 398·3492 '?~ESS/~ ~ ()!> ~-~(I_ ~ ~ '¥ ~ -It'~ 0 <> .,, f/i! NO. E014587 S:J S>,,_ft tc•"1••'t-" ~ • w•-~ -rlt;, Of ~~ PROJECT1'IO,-012-04-153 ~• E1 .2 HAS BUILT" -L,;).• ,:_ ~,,. 1/1,.~..-,~A RCE 'Z!!JL7., EXP. 3 •~ l• i2. DATE REVIEVED BY• INSPECTOR DATE CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT • FLOOR PLAN UPPER LEVEL - PWR. AND COMMUNICATIONS CARLSBAD CITY LIBRARY LEARNING CENTER APPROVED BY: WILLIAM E ~ ~4"4e,, '1'· ,_ ... ,..... :Z-t;,-,;<, DEPUTY CITY ENGINEER PE#: 28176 EXP 03-31--06 DATE DWN BY: FZ MU I PROJECT NO. I DRAWING NO. CHKD BY: GZFZ 4001 RVWD BY: GZCZ 434-5 060806 ,_'L ----j I . - 1-r :~ ' 11 --c--1 I '-1 --H ! I ---n 1-1---t i I I I ! ! 1 I ' ---i i ii~ -=-_ - -__ :==~~---:--------?, l ~ I -- -. ---- ----------- I l~PSLD-,~-~=='-- I , I ' ' ' I I -! I I I I i 62-22,24 ¾"C.-2#10,1#106 -------------------- ----------- C 1---, A2-B -_Jj ¾"C.-2#10,1#106 ,wµ= ,-- /L\--J "---~51:E PSLD ----- - I '' ----------- I /11 ' ' I 11 !J, I I Ii i ',,Jjj \' -n I ! I ii ll""'"""l_ ------- I Cl r-:~-~L I /1 ' I ' I , i', I Ii : ' I !~~! ' ' '' , r Ii j i --~~1 ,, --fjl I I 71_ I _, - ROOr PLAN 0 NORTH ===:::;:=:::::::::============================================================== SCALE: ¾&" = l'-0" REFER TO S,&.E, El.I FOR l<.EYNOTES O INFORMATION -~-~~~~! IL-___ - CONSULTANTS: C&G ENGINEERING1 INC. ELECTRICAL CONSUL TING ENGINEERS AND LIGHTING DESIGN 2970 FIFTH A\/f., SUITE 400 SAN DIEGO, 0\ 92103 PHONE: (619) 398-3479 FAX (619) 398-3492 ¢'ESS1~ ~ ,:;'> J. <'v. <'}_' ~/~-; ~:~ &3 ~M ~ NO. E014587 i:,J ~ EXP. 6/30/06 * <D-.,' ~tcrg1 ~'<!- ~ ..:_,., .~f?Lli:r--~ ,i:.....__---, r--• PROJECT NOo-#012-04-153 E 1.3 "AS BUILT" ,-u&&,: l1P_A...~ 7-l<l-'1'4 RC[ -zan1, EXP_ 3~:,1~12 DATE REV!Ew'ED BY• INSPECTOR DATE l//\,4§ BUILT fsHml CITY OF CARLSBAD ~ l---+--1----------------+--J---+---+---t :::~==4:::::'...:::::==EN=G=IN=E=ER=l=NG=D:::EP=A=R=TM:::E:::::N=T=:::::~lrtE:J~=•:::: DA TE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER OF \\ORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL ROOF PLAN CARLSBAD CITY LIBRARY LEARNING CENTER APPRQVED BY: WILLl~E-P1 ' " R -u/. ,_.: , -~ ~-(,-N DEPUTY CITY ENGINEER PE#: 28176 EXP 03-31-06 DATE OWN BY: FZ MU I CHKD BY: GHZ RVWD BY: GZCZ - PROJECT NO. 4001 I ORA WING NO. 434-5 060806 1 2 ME 3 4 5 C 6 7 10 ' ' ,j 10 11- 1 Ii i I e 24d '' DE ,--. >' J GE t>14 p .......__., '=-±' -' ' f-------------------t __ .........__ __ r-----~-- L----l --L- I p i .......__., 229 ~-i=-=" --~. ' J---J -L ___ -• _ cc_ -~ e 22, D 10 ME'J"-.. ----------- __ j )_ /,~1_! , _ -\:71..' ---- -_, ~t4: > . > : -1\, I •- l '\I . {:._ __ ~\ -----~ I 1---t - _l__ _____ -l---------7--------------___ j -~--=-----~~ '-<' ~--, a' -,~,~, ,:=-~,-ri--_ -', --:--:-', ,_ i -------7 ", -=_ -\- 1 · , ---, I' l~-;::f-;l-~"~1~------=---S' -~---~~' ~~-'':_' -'~ GA_/-_~ __ , GE~,-~' ---:-::-c;GEi.o.' '=~~ 24e 11!".J 14 -u14 'X, I ' ' ' HI DE ' L-1--, ! ~---- El I 3 14 1ec,f Kb )cK::'.6=:::ict:=i I\ 11 bGlb ~ i' ·· 1 , I -----____ J i : II I ! 16ab I ' Kb I ____ I ---7 I I / / i ,' ' I Im I 1 r 1 <~ . '•.). ___ C-:". / C ~ J'"'., Kl --' I ~• ' Kl ,,, -- 11,--ie I,, 11' D 1 .i I ----I : ,r ---_D lbGlb lf1a_b 1 ' i / I I I I I / L ____ I / . ,' {· ! ;_ ~b -------- I / / / 11 \ D 'I Ii l==="-- / I .._GE 14-u 18 D I _clc_--~ I · -1 , El GI ~ lbG I :~--1;~ jj~/ , 11 --r--7 I ---j--I I I D - -I w IFI 111'1 !-----+--u,11 I "11 1,11,, '''11 I i ----11'~11 ..... ---._ 1<31:J~1 ~ t-_ ___,__i _)ri ' ' -¾~}11/ 20a GIE ~4 e DE _j_ - KE~l4 I E / IQ-!-<:/ 14 I I I I I i ' I _J e DE D e DE I I L_ ME 10 M 10 N 120\/ H 24V l'IIRIN6 ADDITIONAL POYER P~ N!J REGUIRED. POYER PACI< . I .J. T , a.EC,T. eAI..I..A5T RELAY 20AMP PAS61VE llf'~ 51:NSOR Joe, INDIG.ATl:D ON LE6ENP AND ~IN65. □ V I..E!] INDIC.ATOR / a ADDITIONAL POYER PAGl<S N!> REGUIRE!?. POYER PAG-1< ~ l"IAI..L-HOUNTl:D a.EC,T_ eALLA5T 120V RELAY N--<._-t-~•1 .---+-----~ H 20AMP -Ll~T a o 0 I..E!] INDIG.ATOR OCCUPANCY I $1'11TGH /l'f£RI: ~, U. ~IC. 51:NSOR N!> INDIG.ATl:D ON Lf6fND AND ~INiSoS. MOTION SENSOR DETAIL NO SCALE (OCCUPANCY ROOM LEGEND CLASSIFICATION) ® ::J -~ 11 -ii ===~-.. -l:-_----.J1--, 20a GIE t> 14 20a i u " • 1 ··.----!_'~ /=11 = 1 ~ I__ r_ 1, -,L: "8 L""1 · I ______u_ __J ll ---_•_ ---j _, -t- [ill]ENTRY ~JANITOR/CUSTODIAN ($-2) (IQ[] WOMEN'S RESTROOM [IQ!) MEN'S RESTROOM 9 10 11 12 l-1,• r [C;I f-------f-----: j I ! -: ,i 20c. GI 1· --- 1' I I ! ' 20a --_ ----j 14 E f! _ _ 7i? --"irr-'-l ___ --,I~_ ,Ai-1c=-1-- -===--===T-----7-,-7 , qi:_ -*=~-==:-I ===E_~~~J i , , ,r,fc' --"'ii I 11 ' ' ,, , ' -1-K A B J C / : ' ' '' L 5EE DE~~IL I --- 4 E0.4 D E F PANEL "Al" f-,o---------------------------------------------1 SERVES ALL GIRC-UIT5 IN Tl-ilS A1<EA U.O.N. G SE!: PANELOOAAD 5c.HEDULE. -~~-------- ---' ~~ ·tr REFER To KEYNOTE ----L-a ___ _ @FOR TYPE "DE", "MIE", IIME .. , "61 .. , .. 6E .. , IIK2E .. ~~ FlXTI.JRES: ___ - __ ,---~TYP J==---------====:--..J-_j_ __ e-------------< CONNEC.T EXIT IGN5 "El", "E" DOffiLIGHT5 "GE",'GIE' AND F XTI.JRE5 "KbE", "KE" VilTH ¾"C.-2#10, 1#100 TO "Al"-14 (TYP. U.O.NJ H J K I ,- MIE Or-------<> 10 MIE10 L M ~STORAGE (S-.2} (E[I KITCHEN I STAFF LOUNGE (B) CTQ7J HOMEWORK CENTER {BJ (J]!] HOMEWORK CENTER (B) (!Q!] HOMEWORK CENTER (B) l]]Q)HOMEWORK CENTER (B) [IT!] COORDINATOR'S OFFICE {B) ITillCHILDREN/ FAMILY AREA (A-3} [ill]ADULT AREA(A-3) ITf!] UNISEX RESTROOM [!ill KITCHEN (A-3) [TI!] STORYTIME ROOM [A-3) (!:!!] STORAGE (S-2) [TI!J STORAGE (S-2) [I!!)AOUL T COMPUTER AREA (A-3) ~STAFF WORKSTATION (A-3) rnI) RECEPTION f INFO DESK (A-3) l]IDSTAFF WORKROOM (B) rn!) ELEVATOR MACHINE ROOM (!IDELEVATORLOBBY ffifil ST AJR ~ MECHANICAL CLOSET (!ID ELECTRICAL CLOSET CONSULTANlS: C&G ENGINEERING, INC. ELECTRICAL CONSUL TING ENGINEERS AND LIGHTING DESIGI\I 2970 Flflli AVE, SUITT "fOlJ SAN DIEGO, CA 92103 PHONE: (619) 398-3479 FAX (619) 398-3492 E2.1 "AS BUILT" #dae j t1~~ 9-M'.•LJ RC, 211,z, EXP. 3-s,-,.,_ DATE REVIE\.'ED BY• INSPECTOR DATE M~ ~ ~ l----+---+--------------+---+---+---+-----1 L22:J cri:rc,NgrNG ~~~k~N~AD !tlEJ :::;:;F::;::::::L O;:;::::O;:::::::;:;R;:::::::::;P:;:;:::::;:LA:::::;::::;::::N :::::;:;G:::::;::R:::::;;:::O::;:::;:U :;::::;:::N D::;=;::::::L E::::.V'.;::::;E~L NORTH~=~~L~::~E::::::~::;;:::-=c6,.===~==,~==~;:=, =N=G=R=O=U=N=D==L=E=V=E=L=-=L=IG=H=T=l=N=G==================-=ER=To=~=,a=, E=l.l=FOR====,E5==;Q;:=tNFORMA==T=lo=N=(D=I =®=4 -LIGHTING CARLSBAD CITY LIBRARY LEARNING CENTER ~l!ffl~"-----2-~·44 DATE DA TE INITIAL ENGINEER Of WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OlHER APPROVAL CITY APPROVAL DWN BY: FZMU CHKD BY: GZFZ RVWD BY: GZ CZ PROJECT NO. 4001 I DRAWING NO. . 434-5 060806 1 2 4 : I ! I ME I i ,__ _____ _,_J -I I f--- ' - 1 H~-+ , I f--f' II , I i.f-+ ---, if ---ii -~ - - - _ _J --------- DGI -------, Al-I I Da • DalJ --------c_ ___ ~-----i1--- Al-ll,IS,15'-'-... 6IE :3b ' ~------~tl~14 __ --r99 Al-11,18 t/6'/IT Fl)(Tt/1?. REM0VEO ,j_ eox IN PL,4 E I . / --_,j,24' --E2~lCj$cl __ _ L t-~_f _rf llilll z 0 L1_°"'_ca_~_"°_ce_~~-cCc_~-------·-__ ---------------------- -. ,--b -~ \/ ME ->1---'------=--_-__ .:...M=~-u~-~ / -1 ______ _ ----:_--"-'------LL ___ ) 14~E 71-----~--/•IA~E-,·. '11-I, ;,,,,it;A 1 '1 _I \ ·., tti· I ' I I ! 1 ~IE LJ_Jt) 14 Al-i /' ---.. 1 , i Bab 5b , -! i=--t;,,.,, ' N,,---I l -7 ,:_ I, 1-4--tr:::-_eC,_..,I-IA_NGfO fo :tx:i ' ' \ ' " /i i _ i--,- I .· KV \ .• I I.. ' i --.·· -• I i Kl . -, ...... /_-= \ ,-l,_,1 I " r·-'-· DGI ' i I I / - ~ .,. t,14 ' i J ,--:----j J-~==--------:-: ___ =_-:--:-_-_____ --- [JJ J 1_j1 1_Jl (0 f1 ' \~ 7;- 1---'· :.., I I l, )J I I --' ' I ,I __ 7 ROOM LEGEND ®C--------~~~ I ' -'. I -"' de KS '1 I' \ Ii f--11~ /.A~~ ',;id~e~------~:;-:f-:-:'• ~L C i 63-lil ~I ,I\_ : KS --~·-- EM-1,k ! I I][!] ENTRY/ RECEPTION ~ COMPUTER TRAINING ROOM (A.-2) ~ MEN'S RESTROOM ~ WOMEN'S RESTROOM ME (j) ' 7 >---------1i-1-i +-2-4~,!-i L .. ~~c -- I ~f--ME I E2 ! -----L --- led 8 Kl 1~~1!,,~: 1 ~ './: : 1--~ 1\ ) ' E " -I ' ·-·-~1 \ \ ! \ . \--( k i_ / I ISd ~ ' , 59 I '--~' j ,---L _t---1 L Dbcd '' I I I K 6i Ii--+-, , , Cl/ANC-,~01{! CAN Ufflfq, ' i' I It/--+-\1.'!\ '.-t;'' It-....:... I -1 ,, 16B \,,,_', ~ 'J ·, ,I· ,./ 1 -!/,/ EM-1,kJ, i_·, M-1,k 11111 :=-:1=---111,!~/ ·A,, ~ --,.I// I I ,t/ I , /•_k ,_ ', IBb . . -iia ib :J : , .•• I I I -ii,',\ c------s'~-----------=ir--=--~ ' r •l_ __ - ,----- ~ LARGE GROUP ROOM (A-3) ~ LARGE GROUP ROOM (A-3) OO)HALLWAY ~ MEDIUM GROUP ROOM (A-3) ~ RECEPTION COUNTER (A-3) ~ CART STORAGE (S-2) illTI GENERAL STORAGE (S-2) [fil] STAFF WORKROOM (B) ~ COLLECTION (A-3) m!) SERVER ROOM (S-2) 11!2) LARGE GROUP ROOM {A·3) 9 L_ ---------~~-ti ii I I ISd (._ J r-,1~1 _. J _ _------=::::~1 :=:-_= ' -_,,.,/ __ ---- ',,;trJ~ ----L-··-'; •~ ---r-t Tittl, , l l -.. -------------i-,----------------;· '.JI;'.'I !" ( ~ ______ _::_:__li_'._'_~~~.:.::::=::E::=:::;-------------------111 ,J ' ' L-+-1fllf'-0ee0~'-""'-cc'·eee··"iil·.-.-ilH+l• 1--F='-------i-+rl CONNEGT EXIT 516N5 "El", "E" DO~N~l6HT5 rn]) INDIVIDUAL TUTORING OFFICE (B) []TI) INDIVIDUAL TUTORING OFFICE (B) m!J INDIVIDUAL TUTORING OFFICE (B) 10 11 L'' I , ' ' ----------- A B C D E F G PANEL II Al "(FIRST FLOOR) i--1--------------------------------------------l SERVES AU.. G-IFICUIT5 IN THl5 l'J"J!A U.O.N. !SEE PANa.eoAAD ¾HEDUU:. "6E',"61E" ~ITH ¾"C-2lllO, llll06 TO "Al"::f4-- (TYP. u.o.NJ H J NORTH~=~=~LA==OL::::::E~:::::;;~;:::::~:.=, ==P,:.=,~o=-~=N=U=P=P=E=R=L=E=V=E=L=-=L=l=G=H=T=IN=G==========================::====(!B=1 ='4= ~ '-"-" 71., -1:R TO $1-!EET El.I FOR l<E\'NOTES O INFO!".MATION L __ _ K L M ~ INDIVIDUAL TUTORING OFFICE (B) ~ MEDIUM GROUP ROOM (A-3) [IB] HALLWAY (A-3) ~ INDIVIDUAL TUTORING OFFICE (B) ~ INDIVIDUAL TUTORING OFFICE (B) ~ INDIVIDUAL TUTORJNG OFFICE (B) ~ INDIVIDUAL TUTORING OFFICE (B) (00 INDIVIDUAL TUTORING OFFICE (B) rnrJRESOURCE Af.OOVE (A-3) 11m COORDINATOR OFFICE (B) ~ SMALL GROUP ROOM (A-3) ~ELEVATOR LOBBY ~ EXTERIOR TERRACE rnn EXTERIOR TERRACE [ill) EXTERIOR TERRACE CONSULTANTS: C&G ENGINEERING, INC, ELECTRICAL CONSUL TING ENGINEERS AND LIGHTING DESIGN 2970 FIFTH AVE, SUITE 400 SAN DIEGO, CA. 92103 PHONE: (519) 398--3479 FAX (519) 398-3492 E2.2 "AS BUILT" ..?d.,4 / ~••>--!1~1.rx" RCE ze,z, EXP,3~;,,~,,.. DATE REV!Ew'ED BY• INSPECTOR DATE I .4SBt.l/lT fSHml CITY OF CARLSBAD [sHErnl 1------t---+-----------------+---+---+---+----1 ~ ENGINEERING DEPARTMENT lt:d:::_:J ~F;;:;:L~O::::;;O:;;:R:::::;:P::;:::LA:;::;:N:::;::::U;::::;:;P;:;P;:::;:;E;:;;:R:::;::L~EV~E'.;:::::L==: -LIGHTING CARLSBAD CITY LIBRARY LEARNING CENTER APPRO~Ey),Y: ""!ILLIAM E PL].IM~ l----+--t----------------+----<t----+---+--11,4'~~~-~<~8~~-1!11!2~~~-~b~~~--~•~=·~•~1<1t-~'--'2-~-d, DEPUTY CITY ENGINEER PE#: 28176 EXP: 03-31-06 DATE DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OlHER APPROVAL CITY APPROVAL DYIN BY: FZ MU CHKD BY: GHZ RWID BY: G?cz PROJECT NO. 4001 I DRAWING NO. 434-5 ) EXIST. MAIK MAIN SV'-IITC.HBOARD "MSB"® &•>---------------..>11 S'tTGlllOAAD 400A \ EXIST. 400A, 120/240'/, ~-.---lEXISTIN9 I FIIA5I!, 911, 5D61E 11:TtR lt,OOA,120/20&V,sid,-4i'l. ,-- 40 --=--=-· ----=~--~-2_:_1 ____________________ ~· ---------------=r:I 5()()00 5GVf1. 1.f66 ------" MErfR I I I I M I,600A, 12012oe,v, r3¢, 4"" sopoo 5C-Y'R BJ.:;--------~ ® I 1' I I I I I I ~!'I' I EXIST. i I I 1/ ~ I 400>,sl ' I ' ~"if,, i:1·~ I I ) l600A I I 9P ):," >WA)~ )~ )~A )~A ):'A ):," )/:"' :A :A I I I ,7",T.,I: . EXIST. u.e. 51'61E -.i1GE I I I ( ( / I ~ catlUl;TORS TO I-BE RfM0'-/6' ll'!' 5D61E -I --I L _ ,'&,11PON u.e. COH!?UITS 1K I ..l_ ,-l -, f'LAGE'------lpA!fi. 7 I p,i,ie_ I TO EXIST. 51'61E p,i,o \ I I A I I e I M01.111ID -----~ -_J I EXIST. I I EXIST. I L _ _J L _ _J NOTE EXISTIN6 6U,6. SERVICE TO ElE DlecoNNEGTED AND f<fMOVl:D AFTER COH"L.ETION AND OGGUPANC.Y OF MOD\.LAR ~-AND PAFJ<!Neo LOT. SD./; I E. GOIITRlaJ110lt TO F!aT aJRllfllT i'11LL tme.><aE!) 42t)OO Al-I'S. I L_ (-4/ 5'C.O. TO SD.IS I E. P~ I -P!R SD.e I E. l'f(i!JIREH"Mf5 I SEE SITE Pl.AK I ~------1 _ J_ ___ l-½-@_,o _ __ _ __ ,___ --.--____ _,__ __, _ __ _ --I____ ____._ __ _ _ ___ J) aev. 251-lP 14.eFLA PANEL Mt e, PANEL M2 PANEL A e, PAie. KJ. e, PANEL CP PANEL Al ® PANEL 62 e, PO~ER SINGLE LINE DIA6RAM5 0@ NOT TO SCALE RAC.EviAY $ C.ONDUC. TOR SCHEDULE R.ISED Sl'IITG-HES/C:.l~IT ~/RAC,El'IA'l'5 (C:.)/(11-IHN/TI-tl'I c:.oNDUCTORS (-A<-G-MIW ~IN6, SHALL 6E AS INDIC:.ATED 6'f c:.oLUMNS IN THIS SC-I-IEOULE AND AS 5HQl'f,j ON P01'£R SIN61.E LINE DIMRAMS, DRAl'IIN65, PLANS OR DETAILS. G,ONDIJG,TORS 5HALL Be GOFFER <D @ ® @ ® @ AHPERE!RJSE! AMPERE! COPPER CONDUCTOR5 RACEl'IAY $ COPPER CONDUC,TORS SIZE OR RJSED CIRCUIT Sl'IITCH EGI.IIP. ISOLATI:D a PHASE, a I'll~ a PHASE, 4 l'IIRE ~ SIZE 6ROUND (5,~ OR TRIP RATIN6 I PHASE, 6 I'll~ 20 30 12 12 3/4'C-6lll2 3/4'C-4"I2 30 30 10 10 a14•c-a-10 3/4"C-41>I0 40 60 10 10 l"C--3ll& l'C-411& 50 60 10 10 H/4'C-3#6 l-l/4"C-4#6 60 60 10 10 I-l/4"C-3#4 I-l/4'C-4'14 10 100 e, e l-l/4"c-6ll4 H/4"C-4'14 00 100 e, e, 1-112·c-a•2 I-I/:l "C-4112 '10 100 e, e 1-112•c-a•2 H/:l"C-441:2 100 100 e, e, 2·c-a-I 2'C-41>I 110 200 6 6 2"c-6lll 2'C-41>I 1:25 200 6 6 :2"C-a<II 2"C-41>I 150 200 6 6 2 ·c-a•vo 2'C--41>l/0 115 200 6 6 2"C-a<l:2/0 :2'c-4'1:2/0 200 200 6 6 :2 "C-3"'8/0 :2"C--4"'8/0 2:25 400 4 4 2-112·c-a1410 2-112'C--4114/0 21'0 400 4 4 a·c--e"2i,o a"C-41121'0 600 400 4 4 a-112·c-all6SO 3--l/2'C·-4#3!50 6!50 400 2 2 4"C--:3#500 4"C-4#.500 400 400 2 2 2X(2-l/:l'C--6ie/O) 2X(2-l/:l'C-4"3/0) !500 600 2 2 2X(8'C--3ll250) 2X(6"C--411250) 600 600 I I 2x<a-112·c-~) 2X(a-112·c-4"'850) 100 e,oo 1/0 1/0 eX(e'c--6ll2soJ axre·c.-411:250) e,oo e,oo 1/0 1/0 3X(5'C-3"300 aX(S"c-4"300 M56 LOAD 51.JMMARY', ELEVATOR LOAD, 25HP, 20&V, ;lP, 15 FLA POl'£R PANEL N> /MODULAA eu,6) PANELA PANEL A2 PANEL.Al PANEL 61 PANEL Ml PANEL H2 UPS /PANEL G,P) PANEL 62 RlV-I, 20e,v, 61", 66.6 FLA RlV-2, 20e,v, 61", 66.6 FLA TOTAL M$8 LOAD TOTAL M56 LOAD o 120/':20eV, 6P, 4vt = PROPOSED SERVICE e!ZE • 12012oev, SP, -4i'l ,. PANEL AP 120/20& VOL TS, 34>, 4 l'IIRE T'l'PE, NGOD SURFAc:.e MOUNTED • • = • • • • • • • = riKVA KVA KVA 24 KVA I& KVA ::I<! KVA 21 KVA 25 KVA 20 KVA 26 KVA 24 KVA 24 KVA 410 • ee.KVA -~ AMPS 1139 1600 Al-ff I 400MP MAIN~ 6RD. I NBJTRAL eARS 400 AHP BUS VOi.TAMPS 22000AIC:. VOLTAMFS DESCRIPTION 4> A 4> e 4> C C/6 \clc, • a, G,/6 4> A 416 <II C Df¾RIPTION PANEL 41 fl2o~ 12, I A 2 12, 9232 PANEL 41! ------esss· -e e 4 -$&(/" ----~-T:l~tJ --~~ . ------8757ANf. 79ZO 3 , G, 6 5 ------87J1A/IIP5 1"4NElJ31 4744 IZS 1 A e, ,n 4144 P4Nl:t t,2 -------5820 .-" e 10 6820 ------- -------44,54,!N,s :,500 3· II G, 12 J. 5$00 ------446'4,tMPS .P.4/.IEL Cl .1072 125 Ia A 14 lt5 9~1'Z .P.4Nlil C2 I-'-'---'--8968 . 88G~ -------15 e 16 ---~-~ - .------871141111'5 8100 'J 17 G, Ie, 3 8/00 --·--,-· 8731 AMPS 5PAc:.e zo '" A 20 zo 5PAc:.E SPAc:.e z,, 21 e 22 w SPAc:.E! ,-- SPACE 'ZO is G i4 to SPAc:.E 1-5 A ZG -};> 6 l8 .. '24 C /50 $U6TOTAL 2~068 2355{; 21520 ?JOGS 23,e.s t/52-0. 9U6TOTAL <II A-4> e <II G, HltSH PHASE VA• 47/lz_ AT 120 VOLT5 TOTAL 4/J/${; 47112, 4SO,f_O 513 AMPS + 25%Lc:.L • e,a AMFS 20' l'IIDE CAelNET G06 e0L T--oN C:.IRGUIT ~ I DATE INlllAL ENGINEER OF WORK POV'-IER SINGLE LINE DIAGRAMS KEYNOTES, 0 CONDU(:;TOR!l SIZES AAE 6ASED ON ...o/-F ER vONDU(:;TOR!l l'IITH "11-IHN' / ''11-ffi' INSULATION. @ PR0PEFJ.. Y SHIH AND I.EYEL Sl'IITG-HISOARJ:, l'IITH I/:l' DIA. X 6' L.oN6 HIN. CONC,~ LE.AD ANCHOR 60!.1"5, (4) ~ MINIMJH PER l=AC,H !ifi!TG-HISOARI:, Sl¾TION. ® ~ISION5 FOR etJ9 EXTI=N5I0N AT SAME: AHPACITY. 0 6/4'C.-I"'8/0 TO NEAAE5T ACC-E5Sl6U: METALLIC CG>LD l'IATER PIPE. CONNECTION 5HAI..L ElE MADE l'IITHIN 5'--0' OF PIPE BUIU,IN<S, ENTRANG-1:. ® 6/4'C.-<16/0 TO,,., DIA. 6Y 10'--0' LONdo COFFER CLAD STEEL GROUND ROD. BUR'f/ INSTALL POD MINIMJH 6' eELOl'I ~ (\)5E EXOTHERMIC CONNl:CTION) @ 6/4' PVC -1118/0 CU 6ND I'll~ TO 8UILDIN6 s=~ STB:L. PER NEC. 0 f<EFER TO R.,l,C,El'IAY AND CONDUC;TOR $C-HEPl,\.E ON THIS SHEET FOR NJMea't AND SIZES OF RACEl'IAY(S) AND CONDUCTOR!!. liJMElER INSIDI:! SYHeOLQ INDICATl3 APPLICAeLe COLUHN IN THE 5CHEDULE. USE: THE FEEDER OVERCURRENT Pl"OTECTIN6 DEVICE. (FU5e OR CIRGUIT eREAl<ER) AHf'ERA<Se Size SHOl'IN ON THIS DRAl'IIN6 TO SELECT THE CORRECT ROI'! IN THE 5CHEDIA..e. ® ~!DE UL LISTED AND CERTIFIED SERIES RATED C:.IRGUIT 6REAKER5 TO ALLOl'I REDUCED RATIN6S OF DO/lff!,TREAM 6REAl<.ER9. SU!lMIT SERIES RATIN6 FOR REVIEl'l l'IITH SHOP DRAl'IIN6S. SYSTEM SERIES RATIN6 SHALL ElE 50/)00 A.I.C:.. HINIMUH. PROVIDE NAME:PLATl3 READIN6 "C:.AIJTION, '50Po0A 5ERIES RATED SYSTEM, 42Po0A AVAILAeu:. IDENTIFIED REPLACEMENT COMPONENT REGIUIRED'. (TO COMPLY l'IITH Nl:C 110-:22). 0 l'IIRIN6 HETHOD5 ALLOV'IED AAE, Rl6ID STB:L CONDUIT, INTERMEDIATE METAL CONDIJIT, Rl&ID PVC:. CONDUIT (\.INDER6ROUND l'IORK ONLY), ELECTRICAL METALLIC:. TIJ6IN6, R.EXleLI:: CONDUIT AND LIGUID Tl6-HT FLEXleLI:: CONDUIT. REFER TO ELEc:.TRIC:.AL SPEc:.IFIC:.ATIONS FOR REGIUIREHENTS AND LIMITATIONS. @ ~IDE l"IJTH 5HUNT TRIP DEVICE. ® ALL C:.IRGUIT eREAKER5 IN Sl'IITc.HeOARJ:, 5HAI..L HAVE 'S0/)00 A.I.C. (MIN) @ 3/4'C.-I#6 TO NEAAEST ACCESSI6LE METALLIC:. CG>LD l'IATER PIPE. WNNl:CTION 5HAI..L ElE HADE! l'IITHIN 5'--0' OF PIPE BUIU,IN6 ENTl"V,NCe. @ ~IDE Dl5c:.ONNECT j'j!TH ,',1,1 ,',UXILIAR'f CONTAG.T l'IITH l'IIRIN6 TO 1llE! CONTROL~ CONTACT IS TO OPEN 1'1HEN DISCONNECT IS OPEN. FIELD c:.ooRDINATE I'll ELEVATOR CONTRAGTOR FOR REGIUIREMENTS. @ UL CLASS RKI, E!U56M,',1,1 LPN -RI<, DE, TD, C:.L c.;-., UNINTERF!IJPTleLI:: POl'IER 5UPPL Y 'UPS' UNIT, MITSU6I5HI, "2056C SERIE.a. 20l<VA/I6Kl'I, 2oe,Y112ov, ~ 3 f't-lA6e, 4 l'IIRI: AC INRJT, 2oaY, I20V, 6 PHASE, 4 I'll~ AC OIITFVT. CONSUJTANTS; C&G ENGINEERING, INC. 1i' /IS IJIJ/l T OATE INlllAL DATE INlllAL REVISION DESCRIPTION 011-lER APPROVAL CITY APPROVAL ~ 7 ELECTRICAL CONSUL TING ENGINEERS AND LIGHTING DESIGN 2970 FifTH AVE, SUill: 400 ~ DIEGO, CA 92103 PHONE: {619) 398-3479 FJ,,X (619) 398·3492 1RCfESS1~ ~ <:>-. J, lfl. % t'}' /q,'-'f',, --- 0 J '? ffi /1! NO. E01 ♦587 i( EXP. 6/30/05 ;+ {g,;~1i¥f. PROJECT No,¥'i'z'.o4-153 ,_., E4.0 "AS BUILT" ,-4V#,../':~,,,.., !,1.-,'5' .-/b • RCE '.Z 1117,'1 EXP, ~'"3.l--l1. DATE REV!Ew'ED BY• INSPECTOR DATE CITY OF CARLSBAD SHEETS ENGINEERING DEPAR™ENT 'l.;tS~ POWER SINGLE LINE DIAGRAM AND SCHEDULES CARLSBAD CITY LIBRARY LEARNING CENTER APPROVED BY: WILLIAM E~~R ~ZfA,,.,.. . t<Ptt•I!,._ :z-1,31, DEPUTY CITY ENGINEER PE# 28176 EXP: 03-31-06 DATE OWN BY: FZ MU I PROJECT NO. I DRA\lilNG NO. CHKD BY: GZFZ 4001 RVWD BY: G~CZ 434-5 PANEL A 120/:206 VOL TS, 64>, 4 l"IIRE: MAIN LLJ<!;S OHL Y ------· ~· -TYPE, NGOD FUJ5H MOUNTED 6RD:·, NEI/TRAL BAR5 225 AMP l3U5 PANEL Al ----- VOLTAMP5 10000 AIC VOLTAMP5 Df5C.RIPTION 4> A 4> 6 4> C C!B ,,. . • •JC C!B 4>A 4>6 4> C DESCRIPTION 600!<!5EN50RS 500 20 I A 2 20 1000 EXTERIOR Y'IP Ree. Df5C.RIPTION ~ 60LJ..ARD,5CONCES - 5PAAE 20 6 6 4 20 1000 EXTERIOR Y'IP Ree. TOILETS, CORRIDOR 5PAAE 20 5 C 6 20 120 CORRIDOR Ree. 6-ROl..f'ROOMS --· 0 IRRl6. CONTROi.i.ER 1000 20 j A 6 20 '100 RE:CEPTION, 5TAIR ---------. -···--LAND5CAf'e L T6. 1000 20 'I 6 10 20 ·120 STAFF -------- LOUN6E REF. 1200 20 II C 12 20 '100 STAFF TAAININ6 ROOM STAFF l"l<RM TIJTORIN6 DNL T5. LOUN6E COrrEE 1000 20 16 A 14 20 1000 HOME l"tORI< CTR. TIJTORIN6 TASI< LT5. ------·---· LOUN6EMl"I 1600 20 15 6 16 20 1000 HOME l'IORK CTR. '. COORP. OFFICE LOUN6E 6D 1200 20 Ii C 16 20 1000 HOME l'IORK CTR. EM PANEL . ·---- LOUN6E DI'! 1500 20 l'I A•20 20 1000 HOME l'IORK CTR. 5PAAE LOUN6E CONY. 1000 20 21 e 22 20 1000 l"IIRELE55 ACCESS SPARE: DRINKIN& l"OUNT AIN 500 20 26 C 24 15 652 Ef'-1, Ef'-2, Ef'-6 SPARE: ------ TOILl:T5 &!"I MENS 1000 20 25 A 26 20 260 l'l+-1, 6005TER 5PARE: . - TOILETS &!"I 1000 20 21 6 26 20 1000 CLOCI< CON~& SPARE: TOILETS 61'1 CONY. 540 20 2'1 c,ao 20 5PAAE SPARE: --- LAV5EN50M 500 20 61 A 62 20 5PAAE $PARE: TOILET!5EN50RS 150 20 66 6 64 20 5PAAE SPARE: .... TOILET~ 150 20 65 C et, 20 5PAAE SPARE: 5PAAE 20 61 A 66 20 5PAAE TELE. 6ACl<6RD. 5PAAE 20 5'! e 40 20 SPARE: -· SPARE: 20 41 C 42 20 --·-·-SPARE: -- TELE. BAC!c;flRD. ® F>GP 51-0TOTAL 5500 5050 41qo 42'10 ,4000 ='052 51-0TOTAL 51..eTOTAL <PA <Pe 4> C Hl&HPH>eeVA• '1650 AT 120 VOL T5 TOTAL '11'10 qe.50 1242 62 AMPS + 25%1..CL • 62 AMPS TOTAL ------ 20' l"IIDE CA61l£f G06 60LT-oN Cll<GUIT eRE:AIC= ------20' l"IIDE CABINET -------·r-------·-----· PANEL Bl 120/200 VOL T5, 64>, 4 l"IIRE: MAIN LLJ<!;S OHL Y TYPE,NQOD !"LUSH MOUNTED 6RD .• NEI/TRAL 6AR5 225AMP 6U5 PANEL B2 VOI.TAMP5 IOOOOAIC VOLTAHPS 4> C 'C!B ------r------------------ Df5C.RIPTION 4> A 4> 6 ,.,,. ♦ CK C/6 4>A 4>6 4> C DESCRIPTION DESCRIPTION FAMILYARE:A 540 20 I A 2 20 1000 EXTER V'P. Ree. PRIN'IER -PAMILYAAE.A 540 20 6 6 4 20 = DRINK FOUNTAIN 5,TAIR, CORR. Ree. ---l"IIRFI FA -',CCfffi 500 20 5 C 6 20 1000 l<ITCHEN COJNlER LIP6.6ROUPRM. FAMILY AREA' 120 20 j A 6 20 1200 l<ITCHEN REFRl6. LIP6. 6-ROl..f' RM. FAMILY AREA 120 20 'I e 10 20 1600 l<ITCHEN Ml"! GONF. TAel..E Ree. 5TAFI' Y'il<5T. 120 20 II C 12 20 1200 l<ITCHEN 6D PROJECTOR - - -. -· --·----COORP. OFFICE 1000 20 16 A 14 20 1000 l<ITCHEN ~ 'IVTORIN6 RM5. ---. PRINlER 1000 20 15 6 16 20 1000 l<ITCHEH 61'1 CONY. 1VTORIN6 RM5. COPIER 1200 20 Ii C 16 20 1000 l<ITCHEH CONY. MED. 6ROUP RM. -------- COMP.ARE:A 1000 20 l'I A 20 20 1000 TOILET &!"I MED. 6ROUP RM. COMP.AREA '100 20 21 6 22 20 1000 FAMILY AREA 5MAI..L 6-ROl..f' RM. Ef'-6 e,o 15 26 C 24 20 540 5TORY'l.lME, FAM. 5MAl..l.6ROUPRM. Ef'-1 406 15 25 A 26 20 '100 5TORYTIME, FAM. 'TffiRACE 61"1 Ree UNl5EX5EN50!<5 !500 20 21 6 26 20 1000 l"ll~ACCESe 'TERRACE 61"1 Ree SPARE: 20 2'1 C ao 20 1440 5TORY'l.lME Ree 51-iREDDER SPARE: 20 61 A 62 20 500 6001<5ENSORS COPIER 5PAAE 20,66 6 :34 20 SPARE: 5PAl<E SPARE: 20 65 C et, ao 2000 V'IH-2 $PAI<!; ELEV. PIT 500 20 61 A 66 2 2000 ---20AHl'5 SPAl<E -ELEV. EGIUIP. LTA<El 500 20 5'! B 40 50 4160 l"IH-6 5PAl<E ~ ----ELEV. CI-B. L T6. 500 20 41 C 42 2 4160 -----40AHl'5 5PAl<E 51-0TOTAL 4626 4160 :,000 1660 ~60 11420 51-0TOTAL 5UBTOTAL 4> A 4> B 4> C Hl&H PHA5E: VA• 16120 AT 120 VOLTS TOTAL 12006 16120 14420 1oq AMPS + 25%1.CL • 1oqAMPS TOTAL 20' l"IIDE CABINET G06 eGLT-oN CIRCUIT E!RE:Al<ERS 20' i'ilDE Cl-BINET -------- --I ------- PANEL Ml 120/203 VOL T5, 64>, 4 l"IIRE: MAIN LLJ<!;S O)l. Y ---TYPE, HOOD FLU5HMOUNTED 6RD. 4 NB/TRAL 6AR5 225AMP 6U5 PANEL M2 -----------------VOLTAMPS IOOOOAIC VOLTAMP5 Df5C.RIPTION 4> A 4>6 <l>C C!B C.iCC • ,,., ,:;;a 4> A 4> B 4> c:; Df5C.RIPTION Df5C.RIPTION VVTUNIT 1061 20 I A 2 20 1061 VVT UNIT VVTUNIT ---I0.2FLA 1061 2 6 e 4 2 1061 ------I0.2FLA -----I0.2FLA VVTUNIT 1061 20 5 C 6 20 lat>I VVT UNIT VVTUNIT --I0.2FLA 1061 2 j A 6 2 1061 ----I0.2FLA --I0.2FLA VVTUNIT 1061 20 q B 10 20 1061 VVT UNIT VVTUNIT --------I0.2FLA 1061 2 II C 12 2 1061 -----I0.2FLA ---I0.2FLA VVTUNIT 1061 20 16 A 14 20 1061 VVT UNIT VVTUNIT - - -------I0.2FI.A 1061 2 15 B 16 2 1061 -----I0.2FLA -I0.2FLA ---- VVTUNIT 1061 20 Ii C 16 20 1061 VVTUNIT VVTUNIT -----10.21'1.A 1061 2 l'I A 20 2 1061 ----I0.2FLA ----I0.2FLA SPARE: 20 21 6 22 20 5P,',Re VVTUNIT SPARE: 20 25 C 24 20 SP,',RE ----I0.2FLA -----------SPACE -25 A 26 5P,',CE SPACE ~ SPACE 2i B 26 SPACE SPACE SP>GE 2'l C 00 SPACE SPACE ------- SP>GE 61 A e-2 SP>a SPACE . --· SPACE 66 B 64 SP>a SPACE --·--SP>GE 65 C "6 SP>,C.E 5PACE SP>GE 61 A 66 SP,',CE 5PACE ------------SPAC.e 6'I B 40 SP>a SPACE - ------·--SP>GE 41 C 42 SP>GE SPACE -r ------- 51-0TOTAL 42◄4 6166 6100 4244 6100 6100 51-0TOTAL 5UBTOTAL ---4> A B 4> C Hl&H PHA5E: VA• 6466 AT 120 VOLTS TOTAL ~ 6"66 6666 ii AMPS + 2~U.L • ii AMPS TOTAL 20' l"IIDE CAelNET G06 60L T-oN CIRCUIT ~ 20' l"IIDE CABINET 120/206 VOLT5, 64>, 4 l"IIRE: ---] MAIN LLJ<!;S OHL Y TYPE, NGOD SURFAC.e MOUNTED 6RD .• NEI/TRAL 6AR5 IOOAMP6U5 VOi.TAMPS IOOOOAIC VOi.TAMPS 4> A 4> B 4> C C!B "JC' • ex, C/6 4> A 4> B 4> C Df5C.RIPTION 0 WO 20 I A 2 20 51'1 POLE Ll&HT5 101 20 6 6 4 20 51'1 POLE Ll&HT5 666 20 5 C 6 20 1000 LCP 6'12 20 j A 6 20 616 EXTER DNL TS. 144 20 'I 6 10 20 1006 EXTER l'IALJ.. 5CON 500 20 II C 12 20 656 TOILl:T5. ELl;G.. RM. ,, 611 20 16 A 14 20 651 EXIT 516N, -· 0 -~ 4'14 20 15 6 16 20 1166 L.OUN6E, RE:CEPT. 400 20 11 C 16 20 606 HOME l"IORI< CTR. 20 l'I A 20 20 601 ADUI.TCOMP 20 21 6 22 20 560 FAMILY AREA 20 26 C 24 20 225 FAMILY AREA 20 25 A 26 20 SPARE: 20 21 6 26 20 SPARE: 20 2'l C ao 20 5PAAE 20 61 A e-2 20 SPARE: . - 20 66 B 64 20 SPARE: 20 65 C "6 20 SPARE: 1000 20 61 A 66 20 SPARE: - 1000 20 5'! e 40 20 SPARE: -1000 20 41 C 42 20 SPARE: 61oq 2'16'1 2656 21'16 e.225 2-51.,!;TOTAL 4> A 4>6 4> C Hl&H PHA5E: VA• 6164 AT 120 VOL TS 5"102 6164 -51 AMPS + 25~CL • 51 AMPS G06 60LT-ON Cl~IT 6REAl<ER5 -----·--------- 120/206 VOL T5, ;;54>, 4 l"IIRE --f MAIN-LV65 OHL Y ---------·-·-·- -TYPE, NGOD FLU5H MOUNTED 6RD .• NEI/TRAL 6AR5 225 AMP l3U5 VOLTAMP5 IOOOOAIC VOi.TAMPS ~CtB'.:,; $ ,,,. C!B -- 4> A 4> e 4> c:; 4> A 4> e 4> c:; DESCRIPTION 1000 20 I A 2 20 '100 MOR RM5, COORP. --------·- 1000 20 " B 4 20 'lOO MOR RM5, COORP. ··--120 20 5 C 6 20 qoo COORDINATOR 120 20 j A 6 20 1000 PRIN'IER --500 20 'I B 10 20 1200 COPIER 1200 20 II C 12 20 qoo STAFF '100 20 16 A 14 20 120 5TAFF qoo 20 15 B 16 20 1000 l"IIF.ELE5e> ACCEe6 '100 20 Ii C 16 15 450 FC-1 1000 20 1q A 20 2 450 --4.2FI.A -540 20 21 B 22 20 ll'lO CU-I 540 20 25 C 24 2 11'10 ----11.◄FLA .. 1000 20 25 A 26 20 SPARE: ·- 1000 20 21 B 26 20 5PAAE . -- 1200 20 ::zq C ao 20 SPARE: IWO 20 61 A e-2 2Q. -I--·-SPARE: 20 66 6 64 20 SPARE: 20 65 C et, 20 SPARE: 20 51 A 66 20 SPARE: 20 5'! E3 40 20 SPARE: 20 41 C 42 20 SPARE: 6500 4020 4!560 6010 42'10 3440 51-0TOTAL 4> A 4> B 4> C Hl6HPHA5eVA• '1510 AT 120 VOLT5 '1510 0010 6000 60 AHP5 + 25%1..CL = 00 AMPS G!06 60L T-ON CIR.Cl)IT 6REAl<ER5 -- 120/:206 VOLTS, 94>, 4 l"IIRE: MAINLIJ650NLY TYf'E, NQOD FLUSH MOUNTED 6RD. 4 NBJ1RAL BAR5 22!5 AMP l3U5 -----·-VOLTAMP5 IOOOOAIC VOLTAMP5 4> A 4> B 4>C C!B SIC • GI(., c:;,-a 4> A 4> B 4>C Df5C.RIPTION 1061 20 I A 2 20 1061 VVTUNIT 1061 2 6 6 4 2 1061 -----I0.2FLA 1061 20 5 C 6 20 1061 VVTIJNIT 1061 2 i A 6 2 1061 -I0.2FLA 1061 20 q 6 10 20 1061 VVTUNIT 1061 2 II C 12 2 1061 -I0.2FLA 1061 20 16 A 14 20 1061 VVTUNIT ~-. ------- 1061 2 15 6 16 2 1061 ---I0.2FLA -------1061 20 Ii C 16 20 1061 VVTUNIT --- -·-----1061 2 l'I A 20 2 1061 ----I0.2FLA 1061 20 21 6 22 20 SPARE: 1061 2 25 C 24 20 SPARE: 25 A 26 5PACE 2i 6 26 SP>GE 2'l C ao 5PACE . - 61 A 6:2 SPACE -----r-66 B 64 SPACE ------ 65 C % SPACE 61 A 66 SPACE :')'I 6 40 SP>GE ------- 41 C 42 SP>GE 4244 4244 4244 4244 6100 6100 51-0TOTAL ----♦A 4> D 4> C Hl6HPHA5eVA• -AT 120 VOL T5 ~ 1421 1421 11 AMPS + 25ll;Lc:;L • ii AHP5 G06 60LT-oN CIRGUIT ~ PANEL A2 120/206 VOL TS, 64>, 4 l"IIRE: MAIN 1..1165 ONLY TYPE, NQOD FUJ5H MOUNT!::D &RD. • NEUTRAL eAR5 22!5 AMP l3U5 ---- VOi.TAMPS IOOOOAIC VOLTAMPS Df5C.RIPTION A 4> 6 4> C C/6 •>c • "'"" C!B 4> A 4> 6 4>C Df5C.RIPTION RECEPTION 120 20 I A 2 20 660 TOILET5. ELl;G., RM. ROOF Ree. 1000 20 5 6 4 20 500 DRINK FOUNT. 6EN.5TORA6E qoo 20 5 C 6 20 540 CORRIDOR LAA6E6ROUPF':M. qoo 20 j A 6 20 qoo LAA6E6ROWRM. LAA6E 6ROUP RM. qoo 20 q 6 10 20 120 LAA6E 6ROUP RM. PROJECTOR 1200 20 II C 12 20 120 I.AR6e 6ROUP RM. PROJECTOR 1200 20 16 A 14 20 120 COMP. TRAIN. RM. CONF. TABLE 500 20 15 B 16 20 '100 COMP. TRAIN. RM. l"IIRELE55 ACCESS 1000 20 11 C 16 20 1200 PROJECTOR f-ED6ROUPRM. 120 20 l'I A 20 20 120 COMP. TRAIN. RM. ----·----f-ED6ROUPRM. 540 20 21 6 22 20 540 COMP. TRAIN. RM. C025ENSOl'<S 1000 20 25 C 24 15 ··--~ IOO Ef'-4, Ef'-5 •.. LAV5ENSOR5 500 20 25 A 26 20 1000 TERRACE 61'1 Ree TOILET!5EN50RS 1000 20 2i e 26 20 1000 TOILET6FI CONF. TABLE 1000 20 2'l C ao 20 SPARE: ··-------- SPARE: 20 61 A 52 20 SPARE: 5PAAE 20 66 B :34 20 SPARE: SPAR£: 20 65 C et, 20 SPARE: SPARE: 20 61 A 66 20 SPARE: - -------------- SPARE: 20 5'! 6 40 20 SPARE: SPARE: 20 41 C 42 20 1000 M:CHCON~5 5UBTOTAL 4040 5'140 5100 6100 "660 e-560 SUBTOTAL ---- 4> A 4> 6 4> c:; Hl&H PHA5E: VA• 1140 AT 120 VOLT5 TOTAL 1140 1600 6660 65 AMP5 + 25%1..CL • 65 AMPS 20' l"IIDE CABINET G06 60LT-oN CIRCUIT 6REAl<ER5 ------· -· ---··--. .. PANEL e,p 120/206 VOL T5, ;;54>, 4 l"IIRE: 15""6P MAIN CIRCUIT eRE:Al<fR TYPE, NQOD FLUSH MOUNTED --6RD. 4 NEUTRAL 6AR5 IOOAI-PBU5 VOI.TAMP5 IOOOOAIC VOLTAMP5 . Df5C.RIPTION 4> A 4> 6 4> c:; C!B •JC' • •.J< C!B 4> A 4> 6 4>C DESCRIPTION --SERVER GIUAD Ree. 1000 20 I A 2 00 2000 TEL EGIUIP. OOA Ree SERVER GIUAD Ree. 1000 20 6 6 4 ao 2000 TEL EGIUIP. OOA Ree SERVER GIUAD Ree. 1000 20 5 C 6 20 1000 SERVER Ree. SERVER GIUAD Ree. 1000 20 '1 A 6 20 1000 SPARE: SERVER Ree. 1000 20 'I 6 10 20 1000 SPARE: ------------- SERVER Ree. 1000 20 II C 12 20 1000 SPARE: SPARE: !500 20 16 A 14 20 500 SPAR£: SPARE: !500 20 15 6 16 20 !500 SPARE: ·--· -~ SPARE: 500 20 11 C 16 20 500 SPARE: -·-· ----·· SPARE: 500 20 l'I A 20 20 500 SPARE: SPARE: 500 20 21 6 22 20 500 SPARE: SPARE: !500 20 25 C 24 20 !500 SPARE: SP>GE 25 A 26 SPACE SP>GE 21 6 26 SPACE SPACE 2'l C ao SPACE 51-0TOTAL :,000 :,000 :,000 4000 4000 :,000 51-0TOTAL 4> A 4>6 4> c:; Hl&H PHASE VA• 1000 AT 120 VOLT5 TOTAL 1000 1000 6000 56Al-f'5+25%LCL• 56AMP5 20' l"IIDE CABINET G06 601.T-oN CIRCUIT~ ~--. - PANEL KEYNOTES: (i) EXTEND C.IRCIJIT THROUGH RELAY IN LIGHTING CONTROL PANEL "LC.P". SEE Y"IIRING DIAGRAM 1/E0.4 0 0 0 ® HANDLE "LOC.K-ON" Y"IITH SET 5c.REY'i . PAINT HANDLE RED. HANDLE "LOC.K-OFF" DEVIC.E. C.IRCIJIT BREAKER SHALL BE GROUND FAULT C.IRCIJIT INTERRUPTER (GFC.I) PROTEC.TED. ® L AND ASSOC.IATED C.IRCIJIT BREAKERS v-.lHIC.H ARE UL LISTED AND CERTIFIED PROVIDE PANE SERIES RATED b5POO A.I.C.. M Y"IITH UP STREAM DEVICES (REFER TO POY"IER SINGLE LINE DIAGRAM) FOR INIMIJM. SUBMIT SERIES RATING FOR REVIEY'i Y'ilTH SHOP DRAY"IINGS. 'II'-ll.S BUILT DA1E INlllAL DA1E INlllAL DA1E INlllAL ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAL ~ 8 CONSULTANTS: C&G ENGINEERING, INC. ELECTRICAL CONSUL TING ENGINEERS AND LIGHTING DESIGN 2970 FIFTI-1 AVE, SUITE 400 SAN DIEGO, 0. 92103 PHONE: (519} 396--347\l FAX {619) 398-3492 ~- PROJECT' N0,#012-04-153 E5.0 "AS BUILT" ~,,£.·.~$-~ L,. 9~/$-,'(I RCE~ EXP, :l•SL~LL DATE REVIEl.'ED BY• INSPECTOR DATE CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT 1. PANEL SCHEDULES CARLSBAD CITY LIBRARY LEARNING CENTER APPRO% ~ILLIAM ~ER -/'~ .. ~ If fY'" ~-,-4" DEPUTY CITY ENGINEER PE#: 28176 EXP: 03-31-06 DATE DWN BY: FZ MU I PROJECT NO. I DRAWING NO. CHKD BY: GZFZ 4001 RVVIO BY: GZQ 434-5 I CERTIFICATE OF COMPLIANCE (Part 1 of 4) LTG-1-C PROJECT NAME DATE C.llY OF C.Al<LOOAD LIEIRAAY LfAANIN6 c:atTER 10/01/05 PROJECT ADDRESS ~ ~ P!.Ac.E, C,Al<LOOAD C.A q200a --PRINCIPAL DESlGNER--l..lGHTING TELEPHONE BuEdinq Pe1mit C,ARJ.05 Zl.tll6A (6Jqj 6'!a-a4'11 DOCUMENTATION AUTHOR TELEPHONE Checked Dv/Uale 1-'E'fl 1ee Bf eeMPHAUeE ~ZfEL.I6 (6IqJ 6'!e-a4'16 Enforcemenl Agency Use GENERAL INFORMATION DATE OF PLANS I 10/01/05 I BUILDING CONDITIONED FLOOR AREA / ll~le CLIMATE ZONE I BUILDING lYPE 18) NONRESIDENTIAL 0 HIGH RISE RESIDENTIAL 0 HOTEL/MOTEL GUEST l&I CONDITIONED SPACES 0 UNCONDITIONED SPACES □ INDOOR/ OUTDOOR SIGNS PHASE OF CONSTRUCTION D NEW ~ ADDITION □ AL TERAT!ON METHOD OF COMPLIANCE D PERFORMANCE 0 COMPLETE BUILDING [Kl AREA CATEGORY □ TAILORED 0 COMMON LIGHTING STATEMENT OF COMPLIANCE This Certificate of Compliance hsts the building features and performance spec1fica!!Ons need to comply with Title 24, Paris 1 and 6 of the CaI1rom1a Code of Regulations. Thi~ certificate applies only to bui!dtng lighting requirements. The documenlalion re arer hereb DOCUMENTATION AUTHOR ~ZfEL.I6 , DATE 10/01/05 The Principal Lighting Designer hereby certifies thal the proposed building design represen 1n this set of construction documents is consistent with the olher compliance forms and worksheets, with the specifications, and wilh any oth&r calculations submitted with lhis permit application. The proposed building has been designed to meet lighting requirements contained in applicable parts of Sections 110, 119, 130-132, 146, 148, & 149 of TiUe 24, Part 6. 0 The plans 11, specifications meet the requirements of Part 6 {Sections i0,103a). 0 The installation certificates meet the requirements of Part 6 (10-103a 3). D The operation & maintenance information meet the requirements of Part 6 (10-103c). Please check one: (These sections oflhe Business and Professions Code are prinled in full in the Nonresidential Manual.) 181 I hereby affinn that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign !his document as the person responsible for ils preparation: and that I am licensed in lhe Slate of California as a civil engineer or electrical engineer, or I am a licensed architect. D I affirm that I am eligible under Iha provisions or Division 3 of the Business and Professions Code by section 5537.2 or 6737.3 to sign this document as the person responsible for ils preparalion; and that lam a licensed contractor performing this work. D I affirm lhal I am eligible under Division 3 of the Business and Profe~n OQe to sign !his documenl beDause ii pertains to a structure or type of work described as exem I ursuanl lo Business and P essi C"Cod1 ='e:;11,e:on,esc,5:,:5:,37c,.-"5""53c:,8c,a:;n:od.,B,;73,.;7;..1;;.. -----,.,s--,------, PRINCIPAL LIGHTING DESIGNER-NAME SIGNATURE ,.... DATE UC.# C.AAl..05 Zl.tll6A 10/01/05 EOl-4!;e1 LIGHTING MANDATORY MEASURES ✓ 00 Indicate location on plans of Note Block for Mandato,y Measure E61 . LIGHTING COMPLAINCE FORMS & WORKSHEETS {check box if worksheet fs Included) ~ LTG-1-C, Parts 1 of 4 and 2 of 4 Certificate of Compliance. Part 1 of 4 ani;I 2 of 4 are required for all submiltals 0 LTG-1-C, Part 3 of 4 Certificate of Compliance. Part 3 of 4 submittal is required only if Control Credits are claimed ----~--~ ·---- !Kl L TG-1-C, Part 4 of 4 Certificate of Compliance. Part 4 of 4 sut,mittal is required when lighting controls are installed 181 LTG-2-C Interior lighting Schedul& ·---- i&1 LTG-3-C Portable Lighting Worksheet -~---~~ 0 LTG-4-C Lighting Controls Credit Worksheet (81 LTG-5-C Interior Lighting Power Allowance 0 LTG-6-C Tailored Method Worksheet ---0 LTG-7-C Room Cavity Ratio Worksheet 0 LTG-8-C Common Ligll!ing Systems Method Work.sheet 0 LTG•9-C Lfne Voltage Track Lighting Workzheet 0 OLTG-4..C Signs (See OL TG-4-C Sign Worksheet in Chapter 6, Ou I door lighting and Signs Chapter) 2005 Nonf"eSidential Compliance Forms April 2005 INTERIOR LIGHTING SCHEDULE (Part 1 of 2) LTG-2-C PROJECT NAME DATE C.llY OF C.Al<LOOAD LIEIRAAY I..EARNIN6 c.a;TE:R 10/01/05 INSTALLED LIGHTING POWER FOR CONDITIONED SPACES Luminaire Lamos/Ballasts Installed Watts A B C D E F G H I J ✓ rz ~ i; ~ r a, Z r:, ~~i i~~ cOC C 0 CC 3 3 3 3=3 §·~ :? () ~. 3 ---ir -·u CT -· !ll CT o cr >< w ID ~ Ill l'D ::, ., ii i ~ ro ~. 'CJ cii'm::.: •• ~ li ! "' . -· ""C .., ~'j ~ C () ::::;· .., u 3 ; m a al~ g: s. Name OU , -, -~ Type Description 6/6E 6' DIA OOl'INL.I6HT CF26 I 26 I 2e ✓ Jq ~2 ~l/6IE/6e 6' DIA POl'INL.I6HT CF26 I 26 I 2e ✓ 55 1540 63 PENDANT f'lxiu.f: C,1"62 I 26 I 95 ✓ 6 210 ~ e• DIA. l'IAI..I. l'IA5H C,F26 I 26 I 2e ✓ 10 210 65 e• DIA 00Ytll.I6HT c.F26 I 26 I 2e ✓ Ie 504 66 e• DIA Ac.aNT 00Ytll.I6HT c.F26 I 26 I 2e ✓ 1 Jq6 61 e• DIA 00Ytll.I6HT C,F26 I 26 I 2e ✓ I 2e 1-1 4'SmlP Fo.:)2 2 32 I 62 ✓ 2 124 HI 4' e.T~ smIP Fo.:)2 I 32 I 31 ✓ 10 310 1-12 TASK Ll6HT Fo.:)2 I 32 I 31 ✓ q ::nq J l<OIJC~Ll6HT c.Flal I 13 I 11 ✓ 3 51 K,1<;E 2'x4' LENS F'OEl2 2 32 I 62 ✓ 10 620 Kl 2' X 4' INDIREc.T l"O!l2 2 32 I 62 ✓ 32 1q~4 l<2 2' X 4' INDIREc.T Fo.:)2 3 32 2 ~ ✓ e 144 K3 2' X 4' lt-VIREc.T F032 3 32 2 ~ ✓ 3 ::nq K4 2' X 4' INDIREc.T Fo.:)2 2 32 I 62 ✓ 5 310 l<5 2' X 4' INDIREc.T Fo.:)2 3 32 2 ~ ✓ 2 let> L I' X 4' LEN5ED F032 2 32 I 62 ✓ 2 124 f' l'IAI..I. MID. f'LUOR Fo.:)2 I 32 I 31 ✓ 5 155 jl;6/l<hf e• SURFACe ~ Fo.:)2 4 32 I 31 ✓ 6 144 p 34' DIA C,1-\,1,NDELIER C,F'26 4 26 I 112 ✓ 5 !560 PAGE TOTAL q634j BUILDING TOTAL (sum of all pages) j+ %341 PORT ABLE LIGHTING {From LTG-3-C) j+ .20etl :===:::: CONTROL CREDIT (from L TG-4-C) ~1-====0::~ ADJUSTED ACTUAL WATTS Ll= ___ qe4_2~I 2005 Nonresidential Compliance Forms April 2005 I CERTIFICATE OF COMPLIANCE (Part 2 of 4) LTG-1-C I PROJECT NAME C.llY OF C.Al<L DATE LIEIRAAY I..EARNI 10/01/05 INSTALLED INTERIOR LIGHTING POWER FOR CONDITlONED AND UNCONDITIONED SPACES INSTALLED LIGHTING, CONDITIONED SPACES (From L TG-2-C) PORTABLE LIGHTING (From l TG-3-C) LIGHITNG CONTROL CREDIT, CONDITIONED SPACES (From LTG-4-C) CONDITIONED SPACE ADJUSTED [NST ALLED LIGHTING POWER INSTALLED LIGHTING, UNCONDITIONED SPACES {From L TG-2-C) UGHITNG CONTROL CREDIT, UNCONDITIONED SPACES \From L TG-4-C) UNCONDITIONED SPACE ADJUSTED INSTALLED LIGHTING POWER + - = - = INSTALLED WATTS qt,34 206 0 qe42 let> 0 let> ALLOWED INTERIOR LIGHTING POWER FOR CONDITIONED SPACES ✓ 0 COMPLETE BUILDING METHOD (from LTG-5-C) IZJ AREA CATEGORY METHOD (from L TG-5..C) 0 TAILORED METHOD (frrom L TG-5-C) ALTERNATE COMPUANCE ✓ 0 PERFORMANCE METHIOO 0 COMMON LIGHTING SYSTEM (from LTG-!1-C) ALLOWED LIGHTING POWER ALLOWED WATTS 12,415 ALLOWED INTERIOR LIGHTING POWER FOR UNCONDITIONED SPACES (From L TG-5-C) Wattsl I MANDATORY LIGHTING MEASURES FOR INTERIOR LIGHTING AND DAYUT AREAS MANDATORY INTERIOR AND DAYLIGHTING AUTOMATIC CONTROLS CONTROL TYPE ✓ CONTROL LOCATION (Auto Time Switch, SPACE CONTROLLED If Conlrol is NOTE TO FIELD (Roorn #, Area #, or CONTROL Dimmimg, Lists the location of to, Oescrlotion l IDENTIFICATION Photosensor, etc.) controlled linhts Daylighting 111)12,116,120,121 5 MAH.JAL Sl"t!Ta-t ENTIRE ROOM I01-110;Iq,I22 5., DIMMIN6 ENTIRE ROOM 103,104,114 ~ I'" MOTION SENSOR ENTIRE ROOM 103,104 ----, oc )--OCC,!J'ANC,Y SNSR. ENTIRE ROOM 106,115)11)1& ~ I'" MOTION SENSOR ENTIRE ROOM 201,211,212,214 5 MAH.JAL Sl"t!Ta-t ENTIRE ROOM 202,205,206 5., Dll+IIN6 ENTIRE ROOM 2I6·21q, 222-2:26 5., Dll+IIN6 ENTIRE ROOM 203-204 1-lMo!I MOTION SEN!iOR ENTIRE ROOM 203-204 -®---OCC,IJ'ANC,Y SNSR. ENTIRE ROOM 2005 Nonresidential Compliance Forms April 2005 INTERIOR LIGHTING SCHEDULE (Part 2 of 2) LTG-2-C PROJECT NAME DATE C.llY OF C.ARLS8AD 1..IBRARY' LEAANIN6 CEN11:R 10/01/05 INSlALU:O LIGHTING POWER FOR UNCONDITIONED SPACES Luminaire Lamos/Ballasts Installed Watts A B C D E: F G H I J ✓ rrz r '"Z :;-" rz C • C C: fl?. C CC 3 3 3 3 iif 3 3. ~-3 a- ---ir __ -a er r :; -· Ill cr -·" 'i , cr 'i, !:: ~ , • 0 , -. J. ~-!!: ~· !!.u .., • -u. !!:!.u.., ~-U ., 0 X !ll !l1:, -u 3 ; ~ Q, 3 a, ::i: iii ~ s. ;:a ~ cm • 0 Le, 0 Name OU u~• ;;; [) :::; . --· ~ Type Description H 4' STRIP F032 2 32 I 62 ✓ 3 IU - - BUILDING TOTAL (5um of all pages) ~Jet, CONTROL CREDIT (from LTG.4-C + 0 ADJUSTED ACTUAL WATTS + 166 ZOOS NonrHidentiiJJ Compli";Jnc:11 l"orm• MarchZOOI CERTIFICATE OF COMPLIANCE (Part 4 of 4) LTG-1-C PROJECT NAME DATE C.llY OF C.Al<LOOAD LIBAARI" LfAANIN6 c.a;TE:R 10/01/05 Designer: This form is to be used by the designer and attached to the plans. Listed below are all the acceptance tests for lighting systems. The designer Is required to check the boxes by all acceptance tests that appty and list all equipment that require an acceptance test. If all equipment of a certain type requires a test, list the equipment description and the number of systems to be tested in parentheses. The NJ number designates the Section in the Appendix of the Nonresidential ACM Manual that describes the test. Also indicate the person responsible for performing the tests (Le. the installing contractor, design professional or an agent selected by the owner). Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. Building Departments: Systems Acceptance. Before an occupancy permit is granted for a newly constructed building or space, or a new space-conditioning system serving a building or space is operated for normal use, all conttol devices serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance. In addition a Certificate of Acceptance, MECH·1-A, Forms shall be submitted lo the building department that: A. Certifies plans, specifications, installation certificates, and operating and maintenance information meet the requirements of S10-103fb) and Title 24 Part 6. Test Description Test Performed By: ✓ B' LTG-2~A: Lighting Control Acceptance Document • Occupancy Sensor Acceptance • Manual Daylight Controls Acceptance • Automatic Time Switch Control Acceptance Equipment requiring acceptance testing ✓ 0 L TG-3-A: Automatic Daylighting Controls Acceptance Document Equipment requiring acceptance testing 2005 Nonresidential Compliance Forms April 2005 Ll6HTIN6 • ACaPT ANc.E Tl:5T REGUIRE:MENT5, a£C,TRIC.AL c.oN1'F.l¼TOR SHALL l9E TI-IE ACaPTANc.E "'6elT (Tl-IE c.oN1'F.l¼TOR HAS 1lE OPTION OF HIRIN6 Tl-IE a£C,TRJC,AL EN6INEER OF REC,ORD TO l9E TH: ACaPTANC-E A6ENTJ. TH: CONTIVGTOR SHALL 08TAIH Af'Pf<OI/AL ~ TH: AI-IJ TO SERVE M 1lE ACaP'fANC,f A61:NT. 1lE ACaPT ANCE A6ENT SHALL 19E RE$PONSIBLE F'OR I l:i4'01':MIN6 AND DOCUMENTIN6 1lE INSPECTION AND Tl:5TIN6 RE51.l.T5 OF 1lE ACaPTANCE REGUIREMENT ~ ON TI-IE AGc.EPTANc.E Tl:5T F01':HS M REGUIRED BY 1lE 2005 elJII.DIN6 ENER6Y Ef'i"IC.IENT STANDARDS. UNDER Tl-!IS SC,OPE Of' l't,1':K, Tl-IE ACaPTANc.E A6ENT IS RESPONSIBLE F'OR 11-E Ll6HTIN6 ACaPTANc.E Tl:5T REGUIR&ENTS. A c.ERTIF'IC.ATE Of' ACaPTANc.E Sl6NED BY T1£ ACaPTANc.E "'6elT SHALL l9E SUBMITTED TO Tl-IE B.IILDIN6 DEPARTM=NT. ACaPTANc.E A6ENT SHALL SUBMIT (AND 08TAIN Af'Pf<OI/ />JJ c.oMPLET1:D Ac:Ga'T ANc.E F01':HS AND CERTlf'IC.ATE OF AC,C,fpTANC,E TO 11-£ !lUILDIN6 DEPARTM!;HT AND TO 11-E ~ITEC,T F'OR REVIEl1 AND Af'Pf<OI/AL; MME SUBMITTAL TO ~ITEC.T PRIOR TO SUBMITTIN6 TO 11-E elJILDIN6 OEPARTMEJ-n-. 1,," IJ ... 8tJJJ.' DAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DAlE INITIAL DAlE INITIAL OlHER APPROVAL CITY APPROVAL ~ 9 CONSULTANTS: C&G ENGINEERING, INC. ELECTRICAL CONSUL TING ENGINEERS AND LIGHTING DESIGN 2970 FIFTH AVE, SUITE 400 SAN DIEGO, CA 92103 PHONE: (619) 398-3479 FAX (619) 398-3492 w~ ~· '" ._,,~11. PROkrNQ.JI, 12-04-153 '-'E6.0 HAS BUIL Tu #Ne• t; "f2:s2•• ~ .7-,u~/I> RCE 2~/lf,_ EXP, 3 •:fl • l-Z. DATE REVIE\JED BY• INSPECTOR DATE CITY OF CARLSBAD SHEETS Hits-~ ENGINEERING DEPARTMENT TITLE 24 CARLSBAD CITY LIBRARY LEARNING CENTER APPR~ED BY: WILLIAM E-5::;gR -a-1,-12, ,f4 ~1", l!',n, ... , DEPUTY CffY ENGINEER PE#: 28176 EXP: 03-31--06 DATE OWN BY: FZMU I PROJECT NO. I DRA'MNG NO. CHKD BY: GZ FZ RYWD BY: GZCZ 4001 434-5 ' f PORTABLE LIGHTING WORKSHEET LTG-3-C ' PROJECT NAME I DATE C'ITt' OF c;AAl.56AD LIBRARY LEARKIN6 c.EN1tR 10/01/0!5 TABLE 1 -PORTABLE LIGHTING NOT SHOWN ON PLANS FOR OFFICE AREA> 250 SQUARE FEET A B C D ROOM# AREA TOTAL WATTS OR ZONE 10 DEFAULT rt', /BX Cl I 0.2 ~,· 0.2 ~ 0.2 0.2 0.2 0.2 TOTAL 1044 20/) TABLE 2 -PORTABLE LIGHTING SHOWN ON PLANS FOR OFFICE AREA> 250 SQUARE FEET A B C D E F G PORTABLE LIGHTING LUMINAIRE(S) TOTAL AREA ROOM/t-DESCRIPTION($) PER WATTS PER TASK TASK AREA NUMBER OF tft2) TOTAL WATTS OR ZONE ID TASK AREA AREA (rt') TASK AREAS COXE) (CXEl TOTAL TABLE 3 -PLANS SHOW PORTABLE LIGHTING IS NOT REQUIRED FOR OFFICE AREAS> 250 SQUARE FEET ROOMI-TOTAL AREA Designer needs to provide detailed documentation that the lighting level provided by OR ZONE ID (ft21 the overhead lighting meets the needs of the space. The details include !uminaire h•~es and mounlin" locations relative to work ,areas. TOTAL AREA BUILDING SUMMARY BUILDING SUMMARY TOTAL AREA (ff-2) TOTAL WATTS BUILDING TOTAL jSUM OF TABLES 1, 2 ,3) 1044 20/) Enter 1n L TG-2.C. Portable L1ghhng 2001 Nonresidential Complianct1 Form• March2005 INTERIOR LIGHTING POWER ALLOWANCE LTG-5-C PROJECT NAME C'ITt' OF CAAJ.S6AD LIBRARY I.EAANIN6 C,!:)(Tl:R ALLOWED LIGHTING POWER (Choosa One Method) COMPLETE BUILDING METHOD-CONDITIONED SPACES WATTS COMPLETE BUILDING CATEGORY (From§ 146 Table 146-B) PER (ft') BLDG.AREA AREA CATEGORY METHOD-CONDITIONED SPACES A AREA CATEGORY (From§ 146 Table 146-C) LIBAAl<f • ~ ~T~ ~AMIL'f/alll.Dl'fN HtZA Ll!lAARI' • ~M N1VJ S1'1:lR1"!1He N>l:A TOILET, GORRI~ STAIRS, STORME was~ MORIN&,~ Gl:N1Ut5 Klw-EI, f()()D f'Ra". OffiGE ELEVATOR WGHIIE l'<)OM I TAILORED METHOD-CONDITIONED SPACES UNCONDITIONED SPACES A Complete Building and Area Category Methods CATEGORY (From§ 146 Table 146-B & C) TAILORED METHOD-UNCONDITIONED SPACES 2005 Nonresidential Compliance Forms 8 C WATTS AREA PER (ft.2) (ft2) ,., -1.2 421 Oh 26!14 1.2 seea lh 4'IO 1.2 -, 0.1 42 11)41 TOTALS AREA TOTAL ALLOWED WATTS 8 WATTS PER (ft2) 0.1 TOTALS From L TG-6-C) C 121 121 AREA TOTAL UNCONDITIONED SPACES ALLOWED WATTS (From L TG-5-C and L TG-6-C) DATE I 10/01/05 ALLOWED WATTS D ALLOWED WATTS 2"I !512 (~ ~ 10-4 21i, 24 IZ- WATTS D ALLOWED WATTS WATTS April 2005 DATE INITIAL ENGINEER OF 'I/ORK lj\. "'S7!Jilll 1 CEC -TITLE 24 -LIGHTING MANDATORY MEASURES [ X] AUTOMATIC' aJILDIN6 Ll6HTIN6 SH/T-oFF. 1lE aJILDIN6 Ll6HT1N6 SH/T-oFF SYSTfM 5HN..L CONSIST OF AN Al/TOMATIC. TIM!:: Sl'tiTOI, ~TH A ZOii: FOR E.'GH R.OOR. [ X ] OVERRIDE FOR aJILDIN6 Ll6HT1N6 SH/T-oFF 1lE AUTOMATIC' l9UILDIN6 SH/T-oFF SYSTfM 5HN..L !lE Pl'OVIDED ~TH A M>WAL, AUE56IBLE 0\/ERRIDE SVIITc.H IN 5I6HT OF 1lE Ll6l-11"5. [ X ) AUTOMATIC' = DEVIC,13 C81.TIFIED ALL Al/TOMATIC CONTP.OL DEVIC,13 AND ALT£1<.NATE EGIIJIPM:Nr SPECIFIED 5HN..L BE aRTIFIED AND INSTALL.ED /Id Dl~TED BY 'TliE MAIU'}G1\Jl<ER [ X ] RJ!Of<E5CalT BALLAST AND LUMINARIES C81.TlFIED ALL ~ FIXl\JRe SPfCIFIED FOR 1lE PRO.EGT 5HN..L !lE CERTIFIED t LISTED IN 'TliE CEC C>l~TORY. [ I TANDEM ~P.I1'16 FOR 'MO--LAI-P BALLASTS ALL ONE AND 11iP.EE LAMP FUIOP.E5CENT FOOllRl::5 SHALL !lE TANDEM ~RED ~TH mo LAMP BALLASTS -REGIIJIP.ED BY STANC>AADS 152 OI<-; AU. -LAMP R..UOR f1Xl\JP.E5 SPfCIFIED ~Tl-I aJ:CfflONIC' Hl6H-f'REGII.IENCY BALLA5T5 ~ l::Xl:M'T PP.OM M0--1.AMP TANDEM l'IIP.11'16 RfG!Jll<EM::NTS. IX I INDIVIDUAL~-c.oNTROLS E.'GH ROOM t AP.EA IN E.'GH BUILDIN6 5HN..L !lE EGIIJIPPED ~Tl-I SEPAAATE SVIITCH(S) OP. oc.aJPANc;Y SEN50P. DEVla{S) FOR EACH AP.EA ~TH FI..OOP.•To-c.EILIN6 l'IAU.5. IX I l.NIFOP.M P.EDUc;TION FOR INDIVIDUAL ROOMS ALL ROOMS t AP.EA GP.EATI:R THAN 100 SQ. FEET AND M01<E THAN o.a l'IATTS PEP. $G!!JAAE FOOT OF Ll6HT1N6 LOAD 5HN..L !lE c;ONTP.OLU:D ~TH 61--1..EVa. 5111Tc.HIN6 FOR L!-IIFOP.M P.EDUc;TION OF Ll6HTIN6 ~THIN 'TliE l<OOM, BY AT LEAST 50Sl5. I X I DA'r'LIT AAEA c;oN~ ALL ROOMS l'IITH l'IINDOl1 t $K'r'l..I6l-11"5, THAT AAE GP.EATI:R THAN :250 SG. FEET, AND THAT ALLOl'I FOR 'TliE E:Ff'l:CTIVE: llSe OF DA'r'L.I6HT IN 1lE AAEA SHALL HAVE: ~ OF 1lE LAl1'S IN E.'GH DA'r'LIT HlEA c;0NTP.0LU:D BY SEPAAATE 51"11Tc.H(5), OP. 1lE ~TIVE: llSe OF DA'r'L.I6HT CANNOT !lE ,'GWMPl..l5HED BECAl.a: l'IINDOl'IS AAE COHTIIVOJSL Y SHADED BY A aJILDIN6 ON 1llE ADJ,1,C,B!T LOT/S)DIA6P.AM(S) OF 5HADIN6 DUFUN6 vu I UG, TIMES OF YEAR. 15 INc;!..UDED ON PLANS. I X I c.oNTROL OF EXTE<lOP. Ll6HTS EXTE<IOP. MOL!-ITED FIXl\JRe 5fP.VED PP.OM AN al:CTP.ICAL PANEL INSIDE 1lE BUILDIN6 SHALL BE c;0NTP.0LU:D ~TH A DIRECTIONAL PtlOTO c;aL ON Tl-le ROOF t ~IN6 C0NTP.0L AT 1llE a.ECTP.ICAL eRANC-1-1 CIP.a/lT PANEL.eOAAD. CONSULTANTS: C&G ENGINEERING, INC. DATE INITIAL DATE INlllAL ~ 0 -• ELECTRICA.L CONSUL TIOO ENGINEERS AND LlGHTING DESIGN 2970 AFTH AVE, SUITE 400 SAN DIEGO, C-' 92103 P.YONE: (619) 398-3479 FAX (619) 398-3492 ~ESS!~ ~ ~ .. J. ~(/, % ~ ~" ~., -,,,,- c3 c} ~ ~ !fe' NO. E014587 S:\ ~ EXP. 6/!iJ/06 >j. ~tcrpJtl-~"<-a ~,~ -~11. PRciJECl"N~ 12-04-153 • E6.1 "AS BUILT" .&4?4-o.:~~ ... !J..16---L" RCE a ~1..7(, EXP. 3•:ll•/2. DATE REVJEl.'ED BY• INSPECTOR DATE CITY OF CARLSBAD fHEETS ENGINEERING DEPARTMENT I 7:1,-.31- TITLE 24 CARLSBAD CITY LIBRARY LEARNING CENTER APP~~VED BY WILLIAM E ~ MER _J , -~I I --:I" • 1,,, ~-~-J~ DEPUTY CITY ENGINEER PE#· 28176 EXP. 03-31-06 DATE OWN BY: FZ MU PROJECT NO. DRAWING NO. GZFZ I I CHKD BY: REVISION DESCRIPTION 4001 434-5 OlliER APPROVAL CITY APPROVAL RVWD BY: G2CZ 060S06 ) LIGHTING COMPLIANCE SUMMARY (Part 1 of 4) OLTG-2-C PROJECT NAME C-llY CIF C-AAl..56AD Ll!lRARI' LEARNli-16 CENTER I DATE 10/01/0, LIGHTING POWER ALLOWANCES -GENERAL SITE ILLUMINATION -(Table 147-AI LIGHTING COMPLIANCE SUMMARY (Part 2 of 4 OL TG-2-9"' PROJECT NAME C,llY OF e,AALSBAD Ll!lRARI' LEARNII-IS CENTER I DATE 10/01/05 / / Allotted Watts Luminaire Lamos/Ballasts Installed Watts A B C D E F G H I J K L M N 0 LIGHTING POWER ALLOWANCES-LOCAL ORDINANCE (TABLE 147-C) OR SECURITY MULTIPLIERS (TA~ 147-0) {);; ✓ :,, "-"-u "-:; ~ il' 0 r rs r fl/ ~ r if r • • ~ ! ~-1i r C ~-co 3 ~3Z ~=z C ~-~ --~ 3 0 u ~·~ , Lighting Applications "" '" ::; -; 3· g. oo 5·j ~ ,-::; -· e: C ., "' r::, • ir ~ s. -, , -3 ffi·J X if Category ?._,,N X !'I ~ ~-o' ~ !!. "O g •• !!!. ,: :. !!. ~ ., 0 z"il' r7' 0 0 u ~ ii cm (Table 147-A) OJ~ ,,o g. . . , Description , "' • @ ~ -, .,, •• ~o ~ ii PARKIN6H<Vo 6452 0.15 12&& A/6 M 1501'1 HP5 YE5 lf5 I 150 I 113 ✓ 3 51'1 PARKII-ISH<Vo l:25e>5 0.15 le,e,& A (I) 1501'1 HP5 YE5 HP5 I 150 I 113 ✓ 3 51'1 l'IAUQ'IA Y5 111 0.11 121 C, M 321'1 c.F YE5 FLIJOR I 32 I SIS ✓· 2 10 Allotted Watts Luminaire Lamos/Ballasts / Installed Watts A B C D E F G H I J K L M N 0 p v( ✓ :a: :,,' );; 0 "-u "-~-i "' ~ ,-:,, -o e'o • r r y ,-il' r •• 0 :,, 0 "'" • • ,.. . ,-C ,, "'. -...:g :s::CfJ _:: X 8. 3 o "" 3 C3z 3 ii' z C ~-z i~~ S:;i , ~Q~g '" 0 ::; -----t :r ~ "" u i:;J ~-~ ~::.; o C ~r; !>( C ,-::; s·~ ~ "" Lighting appflcations -N X X ::l i ~-~ g·g ~ ~-3 x~~ ,--0 I! ii',½ •• ~-g 0-9!. ~ cm ~ :. Category ., 2 <;; 0 00 Descriotion a! , . 3 ll' a • a ~o o. ., .. _ / '/ 191..D6. EHTRI' :l0!5 .10 214 MIE 0) 401'1 C,F NO FLIJOR I * I * ✓ 3 101) l'IAUQ'IAY5 *42 0.11 i!>l'I KIME (2) 21!>1'1 C,F ' NO FLIJOR 2 21!> I 56 ✓ 13 1:21) / / WVERED l'IAUQ'IAY' 616 0.11 115 D/DE (2) 261'1 c.F YE5 FLUOR 2 21!> I 56 ✓ 3 I&& .. , . WVERED l'IAUQ'IAY 501 0.11 et, D/DE (2) 261'1 c.F YE5 FLIJOR 2 21!> I 56 ✓ 3 I&& ~Jr WVERED YW.J<.l"IAY '140 OJ1 160 D/DE (2) 261'1 c.F YE5 FLUOR 2 21!> I 56 ✓ 5 200 v· / / OPEHPAT10Hllf.A 1646 0.11 200 KIME (2) 261'1 c.F YE5 -.,_ 2 26 I 56 ✓ 13 1:21) ./ / V / / / ' / Total Allotted Watls 4151 Total lnstaUed Watts 32e& :1 Checklist i/4 2005 Nonresidential Compliance Forms Marr;h 20Q5 I CERTIFICATE OF COMPLIANCE (Part 1 of 2) OLTG-1-C ! PROJECT NAME OATE 10/01/0, C-llY OF C,AAl..5eAD LI~ L.EARNII-IS c-ENrf:R PROJECT ADDRESS 33&& l'lJRfl<A Pl.ACE, e,AALSBAD C-A ~2006 PRINCIPAL DESIGNER-LIGHTING TEL~PHqJNE BuildinQ Per1111t e,AAl.05 Zl.tll6A i!>I ::l<le-34'11 DOCUMENTATION AUTHOR TELEPHONE Cfieckecl bv~ 6P,AC,E;ZEE1.l6 (l!>lq/ ::l<le-34'16 Enforcement Ager,cy Use, GENERAL INFORMATION DATE OF f',l..ANS 10/01/0, ! Ar ,pv-.AR II..-:,uyl._,~ ZONF (✓ Onel O L21 nLZ2 Mcz3 0 LZ4 FUNCTION TYPE @"' OUTDOOR LIGHTING 0 OUTDOOR SIGNS 0 INDOOR SIGNS PHASE OF CONSTRUCTION 0 NEW CONSTRUCTION 0 ADDITIONS @' ALTERATJONS STATEMENT OF COMPLlANCE This Certificate of compliance lists outdoor llglltlng system specifications need lo comply with Titre 24, Parts 1 and 6 of the Cal1fornIa CC>de of Regulations. This certificate applies only to building fighting requirements. The documentation preparer hereby certifies lhal !he documentation is accurate and complete. DOCUMENTATION AUTHOR SIGNATURE DATE 6RAC.eZEEl..I6 10/01/0, The Principal lighting Designer hereby certifies that th& proposed outd(iar lighting and SI design represented ln this set of construction documents is consistenl with the other compliance forms and worksheets, wilh the specifications, and with any olher calculations submitted with thls permit application. The proposed building has Deen designed lo meet the lighting requirements contained in the applicable parts of Sectioris 110, 119, 130 through 132, 146, and 149 of TIile 24, Part 6. Please ✓ one: l!r I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for ifs preparation: and that I am !icensed in the State of California as a civil engineer or electrical engineer, or t am a licensed architect. D I affirm that I am eligible under the provisi6ns of Division 3 of the Business and Professions Code by section 5537.2 or 6737.3 lo sign this document as lhe peff.On responsible for i!s preparation: and lhat l a111 a licensed contractor performing this work. 0 I affirm that 1 am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document because fl pertains to a slruc!ure Of !ype of work described as exempt pursuant to Business and Professions Code Sections 5537 ,5538 and 6737 .1. <These sections of!he Business and Prnfessions Gode-Q, Noncesidential Manuau PRINCIPALUGHTINGDESIGNER·NAME I SIGNATIJRE ( './NI~ I DATE I UC.# c.AAL.05 2!JNl6A • 10/01/05 l:Ol-'P.561 I INSTRUCTIONS TO APPLICANT OUTDOOR LIGHTING COMPLIANCE & WORKSHEETS{✓ box if workshe11t is included) For detailed fllsltuctions on th• us11 of thi1 and aU Energy Ellfciency Standard• complianc• form~ please refer fa ths Nonresiden/!a/ Manual pf.lblished by lh• Califomia Energy Commisslot'I. @' OLTG-1-C Certificate of Compliance. Required on plans for all submittals for outdoor lighting. Part 2 of 2 may be incorporated in schedules on the olans. Either LTG-1--C or OLTG-1~C may be used for signs as follows: 1. Use LTG-1--C lfthe project consists solely of indoor signs 2. Use L TG-1-C if the project consists of indoor lighting, and outdoor or indoor signs, but no other outdoor lighting. 3. Use OL TG-1-C if the project consists solely of outdoor signs 4. Use OL TG-1-C if the oroiect consists of ouldoor riahlina, and indoor or outdoor si1:ms, but no other indoor lighting @' OLTG-2-C LIGHTING COMPLIANCE SUMMARY. Applicable Parts required for ALL outdoor lighting allowances (Except for Signs) 0 OLTG-3-C AREA CALCULATIONS VVORKSHEETS. Applicable parts required for all outdoor area calculations. 0 OLTG-4-C SIGN LIGHTING COMPLIANCE. Required for all internally and externally illuminated signs, for both indoor and outdoor sians. 2005 Nonresidential Compliance Fonns March 100$ O EXCEPTJO TO§ 147(c)1 B -There is a law throuah a local ordinance reauirina soecilic lioht levels and therefore, the ooi.ver allowances in Table 147.c were used. ,, / 005 Nonresidential Compliance Forms MiJ!chZOOS CERTIFICATE OF COMPLIANCE (Part 2 of 2) OLTG-1-C ' PROJECT NAME C,llY CIF C,AAI..SBAD Ll!lRARI' LEARNII-IS CENTER Lighting Schedules on Plans Show that Outdoor Lighting Meets Allowed Lighting Power ✓ l!1' lighting power allowances for general site illumination on OL TG-2-C Part 1 of 4 0 Not Applicablle 0 lighting power allowances for local ordinances or for security multipliers on OL TG-2-C Part 2 of 4 @" Not Applicab!le D Lighting power allowances for specific ap:.::icatlons, other than vehicle service stations with canopies on OL TG~2-C Part 3 of 4 ~ Not Applicable D Lighting power allowances for vehicle se1Vice station canopies on OLTG-2--C Part 4 of 4 @' Not Appl/cabl,e D Sign lighting compliance on OL TG-4-C @' Not Applicable Mandatory Measures on Plans Show that Outdoor Lighting Meets Outdoor Lighting Controls and Equipment Indicate location on olans of Note Block for Mandatorv MeastJre ✓ l?:f Installed lighti1ng power has been determined in accordanc.e with§ 130(c)1 0 Nol Applicable B' All permanently installed luminaires with lamps rated over 100 watts either have a lamp efficacy of at least 60 lumens per watt or are controlled by a motion sensor § 132(a) 0 Not Applicable D All Luminaires with lamps rated greater than 175 watts in hardscape areas, including parking lots, building entrances, canopies, and all outdoor sales areas meet the Cutoff Requirements of § 132(b) [!f" Not Applicable l3'" All permanently installed outdoor lighting meets the Control Requirements of § 132(c)1 0 Not Applicable D Building facades, parking lots, garages, canopies, and outdoor sales areas meet the Multi-Level Lighting Requirements of § 132(c)2 (3"' Not Applicable MANDATORY AUTOMATIC CONTROLS CONTROL LOCATION CONTROL CONTROl. TYPE AREA CONTROLLED NOTE TO IDENTIFICATION Auto Time Switch/Photosensor, etc FIELD E.Xm\ EU>tf. I. T$. SEE i,1,:;1.4 DETAIi. PHOTO !EN50R/>UTOT1113'1 ENTil'!!H<U. P....Xl~H'V< SEE i,1,:;1.4 PETAIL PHOTO !EN50R/>UTOTIMaR ENTil<E>,IU,. 2005 Nonresidential Compliance Forms M.arch2ops OAlE INlllAL ENGINEER Of WORK \ 1,,. ,, ILLUMINATED AREA CALCULATION WORKSHEET (Part 1 of 5) OLTG-3.,e' PROJECT NAME C,llY OF C,AAI.SBAD LI~ LEAAN!t-lS CENTER DATE 1010110,/ Hardscape • Method ( i ) / A. Hardscape for automotive vehicular use, including parking lots, driveways and site roads / A B C I D E F I/ G H Actual ?aved Area plus 5' Areas (ft2) to Subtract from within llluminatectAea perimeter of adjacent Areas between kt.as unpaved land. Includes planters and landscaped pales or Overlapping Sub Total luminaires that areas less than 10' wide are greater than Areas of ~ Obstructed of areas to that are enclosed by 6 mounting Another By Sign or Subtract Lisi Specific Application hardsc,;ipe on at least 3 height distance Application or Other {C +D + l!luminated Area (Table 147-A} sides /If Ao□licablel Luminaire Areas Structure E + Fl (8-G) ./ / ./ / . B. Hardscape for pedestrian use, including plazas, sidew~ig-lkways and bikeways A B .,,# C D E F I G H Areas (fl2) to Subtract from within Illuminated Area Actual Paved Are us 5' Areas between of unpaved Ian neither poles or Overlapping Areas Sub Total luminaires that side of path ravel. Shall are greater than Areas of Obstructed of areas to inclu II contiguous 6 mounting Another Building By Sign or Subtract Illuminated Area list Specific Application ed area before height distance Application or Areas Other {C +D + (Table 147-A) i dina adiacent □rounds. /If Arir licablel Lurninaire Strucfure E + fl (B-G) , / / / Checklist / □ & 147(cl1 B Each OOrtion of all illuminated areaS has been assianed onlv one Jiahtina a lication, and the a lications are consistent with the actual use of the-areas. □ § 147(c!~tal illumination areas includes only those illuminated areas that are _in the bounds of the Application and are within a square pattern around a luminaire that is six times the inake mounting height. with the luminaire in the middle of the pattern, Jess any areas that are within buildings, under canopies, beyond property !ines, or obstructed a sians or other structures. / , 2005 Nonresidenlia/ Com liance forms p 7lI4filLT 'C , OAlE INlllAL REVISION DESCRIPTION OlHER APPROVAL March ZOO! OAlE INlllAL CHY APPROVAL ~ 1 CONSULTANTS: C&G ENGINEERING, INC. ELECTRICAL CONSUL TING ENGINEERS AND LIGI-ITTNG DESIGN 2970 FIF1li AVE, SUITE 400 SAN DIEGO, CA 92103 PHONE: (619) 398-3'1-79 FAX (619) 398-3492 ~CfESSt0't ~ .,,, .. J. <'u. % tl' £q,." :t., ~ CJ ~M ~ NO, £014587 !:;) ,... EXP. 6/30/06 * 01 <'ltcrR1!ll.:" ~" ,• --E6.2 PROJECT 2-04-153 HAS BUIL TH 42# .:/!~_,,,., 9-.c~~/4 RCE ?.&-2" EXP, .~~~fr.I~. DATE REVIEl,IED BY• INSPECTOR DATE CITY OF CARLSBAD ~ ENGINEERING DEPAR™ENT pi- TITLE 24 CARLSBAD CITY LIBRARY LEARNING CENTER APPROVED BY: :-VILLIAMl ~MER Z-w~<M; ,#&rlft,e 1 -,,,; t•?ttn= DEPUTY CITY ENGINEER PE#: 28176 EXP: 03-31-00 DATE DWN BY: fl MU I PROJECT NO. I ORA Vv!NG NO. CHKD BY: GZ FZ 4001 434-5 RVV.O· BY: GZGZ 060806 _LliL 61:GIN LAYOUT -V 6LDG. =Rl'-!ER __n.. 61:GIN LAYOUT -V-eLoo. CO~ER F.A. LIBRARY LEARNING CENrER BUILDING F.A. -N ' ~ ~ I -!:! -01 - I ~ -I "' -u\ I '~>,-· "Sf' .~·-... ··.-:: .. .. :·:. -_ : ~I', . - -81-+-14'-4' "<.,tf-,-c-c'--'----:.-'-.:--:::-... -12 -·~~'._,-' _ _.-~ __ --':"'-::--:~f------, --¥-----ll-16 ; , I,· . ·. :: . ·. . . •' .·• --. .'. .. . . .. ...... . I ' I . , - "' " -" 4'-.3' 11 1-8' 2'-4' -r ~ co ~ r II 18' , -']•~ ,--, F.A. FA. &'-0' , &'-II' 1'-8' MODULAR BUILDING " FA. KEY NOrES ~ SEE ARCHITECT'S DRAWINGS FOR SITE GATES AND FENCES <@> REINSTALL SALVAGED FLAY EQUIPMENT -SEE MATERIAL SCHEDULE ~ STAIRWAY -SEE ARCHITECT'S DRAWINGS ~ EXISTING WALL <s) PLANTING AREA <c> RAISED PLANTER -SEE ARCHITECT'S DRAWINGS • PLANTING FLAN. ~ INST ALL RESILIENT SURFACING FLUSH WITH TOF AND FACE OF CONCRETE. INSTALL WITHIN 6' FROM THE EDGE OF ALL FLAY EQUIPMENT. VERIFY FRIOR TO INST ALLING FLAY EQUIPMENT. <8> EXTENDED PLANTER WALL -SEE ARCHITECT'S DRAWINGS COORDINATION NOTE$ I. FIELD VERIFY THAT EXISTING DIMENSIONS AND CONDITIONS AGREE WITH ALL DRAWINGS. 2. INSTALL ALL IRRIGATION AND LIGHTING SLEEVING FRIOR TO FORMING CONCRETE, REFER TO IRRIGATION FLAN SHEET .3.0 AND LIGHTING FLAN SHEET &.0 FOR FROFOSED SITE CONDITIONS. .3. COORDINATE LARuE eox TREE PLANTING WITH OTHER ASPECTS OF CONSTRUCTION WORK TO MAINTAIN ACCESS. 4. WATER ALL EXISTING VEGETATION ON A WEEKLY 6ASIS DURING CONSTRUCTION. &. REFER TO ARCHITECTURAL DRAWINGS FOR HARDSCAFE LAYOUT AND MATERIAL. MATERIALS SCl-!EDULE &'YMeOI. ~eecRIPTICN MATERIAU FINleH IN&TALLATla-1 llOJl'>CE . --"'561LIENT euR'Acn-1:i ENColNEEl'iED WOOD ca-lPAcTED eua EGUAL TO. 'FIE>AR .. --.. FlaER c,,AADE &Y&TEH 3.U.' aY .. . . .. FIE>AR &Y&TEM& ... . ·.. ·-· : ~ . ........ (M)ff)) 342-2121 PLAY &fRUCTURI! EXl&TINcl, TUal! &TEEL IN 1&1 PIAMETEft x 421 &ALV""leD AOCt1 CN 'i FOeT& WITM MODULAR DEEP CONCRETE &ITe --, COMPCNENT& FOOTm& (UNI.Ee& " E><l&TINc!, FOOTm& ARI! L~R/. FlsEE&T ANDm &TEEL ruan.:; FRAM!! HET AL FO&T eET IN fAaRICATED TfaaLI& PANEL AROtN> WIRI! HEei.l CONCRETe FOOTING. -·- &IC,H PANEL HA&GINRYCOLLM-16 8)(8 CHIJ COi.iHi& IN FAaRICATED ' WITM TUaE &TEEL FRAME CONCRETe FOOTIN<>, AROtJ',10 WliaE HEeH. WIRE HEeH MOUNTED TO &IGN CHARACTER& TUaE &TEEL FRAM!!. MOUNTED CN WIRI! MEeH. COURT LINE& TEXTURED LINE PAINT al'IJeH. ROLLER. &FRAY 'HI-HIDE PLIE><ICOL= PAINT HOP&COTCH LINE PAINT' /rexTUREDI 1¥~b9or &QJARE& &oLID. ALL CALIFOFa>IIA PRODUCT& OTMER LINE& ARE 2' r=> e.2-1w,1 = WIOI! Al'fO!OOVED EaJAL ,, 1/S BUILT DATE INITIAL NOTE& IN&TALL e<JaDRAINA<>E &Y&TEH HE-EXl&Tn.:; CONCRETE FOOTm aEFOl<E REMOVING AOCt1 &fRUCTURI!. TO aE UeED A& VINE - BACK LIT • eEE LIGHTn-1:i PLAN w -IJA..IITI! ~ • 'rELLOUI r -IQS!D b. E>Ll.ll! ,a • GREEN o-~ ENGINEER Of" l'KlRK REVISION DESCRIPTION DETAIL AIL2l ---- CA.2l B,l.2J ---- DATE INITIAL DATE INITIAL OTHER APPROVAL aTY APPROVAL . . . ---" N LA "---. NERI LANDSCAPE ARCHITECTURE 401 VIA.Dm.NOlml:•UJOU.A CAH037 Tm.. ae:a 'll!G-2080 Jl'.u: BIHi 1111i 2011 WWWIUllll.>CCM "AS BUILT" &:Zi',&..;_ L'.~ RCE -:2 IJnl'. EXP,,"?·3l·IL REVIEIJED BY• INSPECTOR 7 L 1.0 fJ-1,,;_ ~Lb. DATE DATE L::J CITY OF CARLSBAD SHEETS N143"f 2 ENGINEERING DEPARTMENT LANDSCAPE CONSTRUCTION PLAN CARLSBAD CITY LIBRARY LEARNING CENTER APPROVED BYPI~-PLUMMER ,4/~ -;>• < , ... . ; 2-G-a" DEPUTY CITY ENGINEER PE#: 28176 EXP: 03-31-06 DATE DWN BY: DK TT I PROJECT NO. I DRAWING NO. CHKD BY: .. RVWO BY: SN 4001 434-5 .. i I ~ - -( I l ➔ '--;:: I ' I ____ jj__j.j-1--'-=~ --- □ □ r.======:!:!::::::!------"=•----- □ □ I\ LIBRARY LEARNING CENTER BUILDING '1111111~ • - • lliiiiiiiiiiiii : : I : I □ □ ==l// / I MODULAR BUILDING ~ • I I w-,1() ____ i 8CALB r"'IO' I .4S8UILT KEY NOTE& ~ EXCAVATE FLAY AREA $OIL 8' 6ELOW FINISl-4 SURFACE OF FAVIN6 . ~ CONNECT FLAY AREA SU6DRAIN TO 4' CIVIL DRAINLINE LEGEND SYM6. DESCRIFTION DETAIL ( (l).flXl)) EXISTING ELEVATION (l)_(l)(l) FROFOSED ELEVATION FFE FINISl-4 FLOOR ELEVATION F6 FINISl-4 GRADE OF SOIL FL FLO.U LINE OF OUTLET FS FINISl-4 SURFACE OF FAVIN6 IE INVERT ELEVATION SYM6. DESCRIFTION DETAIL 1:,0 DIRECTION AND GRADIENT OF FLOW IN DRAIN FIFE l'xl2' FLAT DRAIN ('ANKWA' SOIL STRIF DRAIN) 4' SDR3(l) DRAIN LINE ((l).&% MINIMUM SLOFE) A, L2.2 A, L:2.2 (0 FLAY EQUIFMENT FOOTING GRADING 4 DRAINAGE NOTE& I. THE CONTRACTOR 61-!ALL VERIFY LOCA TION6 OF ALL UNDERGROUND UTILITIES FRIOR TO START OF WORK 2. THE CONTRACTOR 61-!ALL CI-IECK FIELD CONDITIONS, $OILS REFORT AND ELEVATIONS AND REFORT ANY DISCREFANCIES TO OlLNER PRIOR TO START OF WORK. 3. Tl-IE CONTRACTOR 61-lALL CI-IECK AND COMFL Y WITl-4 ALL AFFLICA6LE FLUM61N(;, CODES DURING! EXECUTION OF Tl-IE WORK 4. ALL DRAIN LINES SI-IALL 1-lAVE A MINIMUM OF 8' OF COVER AND A MINIMUM OF .&% OF FALL. -~----..__ &. Tl-IE CONTRACTOR 61-lALL INSTALL Tl-IE FLAY AREA 6U6 ~ DRAINAGE SYSTEM AND "Fl8AfZ Nooop1e;e1<" AS SFECIFIED J AND AS DETAILED. LA NERI LANDSCAPE ARCHITECTURE 401 W.Da.NOln"&• U.JOLIACA H037 TD.IHI■ 11112:QBO l'AI8IHI '11120111 WWW,NIIIII.A.0011 L 1.1 "AS BUILT" ,u/'~ t'O&t, ,~ 2-;.s:-/,, RC> ZIJ/7(, EXP .• ?-3/· /2-DATE REVIE\,IED BY• INSPECTOR DATE ISHEEil3 CITY OF CARLSBAD 1----+--+--------------+-----+---+-----+---t ~ ENGINEERING DEPARTMENT ----+---+---+---+---I SHEETS l~7Bf PLAY AREA DRAINAGE PLAN CARLSBAD CITY LIBRARY LEARNING CENTER APPR~VED BY: WILLIAM ~MER f----+--+--------------+---+---+----+---1 &'t1/Af'gm :t{. ~-'1•-'""•k:--2-6-:d6 f----+--+--------------+---+---t---+---1 DEPUTY CITY ENGINEER PE#: 2B176 EXP: 03-31-06 DATE l----+-~+--------------+-----+----+-----+----1 DWN BY: OK TT DATE INrTIAL DATE IN, .AL DATE INrTIAL CHKD BY: ,, ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWO BY: ,, PROJECT NO. I DRAWING NO. 4001 . 434-5 ' . ' ' ' ' • ~ I "' A . "' ~-CONCRETE PAVING FER ARCl-!ITECTS DRAWINGS ~ •4 RE6AR CONTINUOUS AT TOP AND 60TTOM OF CONCRETE EDGE ~i'xl2' FLAT DRAIN WITI-! SLEEVE. FIN WITI-! ~0 FENNY GALV. NAILS EVERY 10 FEET. ~ Fl6AR WOOD Fl6ER ~ NON-WOVEN GEOTE><TILE -MIRAFI 140 OR EQUIVALENT _ 4 , __ ,,____ 1,_0 , _,,__ __ 2'-0' O.C. ------¥- TYF. WOOD FIBER RESILIENT SURFACING SECTIONS ' --,,"~----------a,1_cz,• __________ ___,,___ H++++++t+t---11--++t-++++++t---1-+-t-t-+++++++-+-H-H+t-++++++t---1-+-t-t-+++++++-+-H-H '= ~~ ~ CONCRETE PAVING FER ARCl-!ITECTS DRAWINGS ~ •4 RE6AR CONTINUOUS AT TOP AND 60TTOM OF CONCRETE EDGE ~ ~• DIA. 1-!DFE PERFORATED DRAINLINE COLLECTOR, 1% MIN. FALL. ~ Fl6AR WOOD Fl6ER ~ NON-WOVEN GEOTEXTILE -MIRAFI 140 OR EQUIVALENT ~ 1'x12' FLAT DRAIN WITI-! SLEEVE. FIN WIT!-! ~e> FENNY GALV. NAILS EVERY le> FEET. SCALE: I 1/2"•1' .. ~• . ~ • "' . ro . ro HEADf STAR ~~~ '~~~' / / 1/ ~ -~ d .~-., d '/) " ,......_ /;-- 2 '-e>' 0 SIGN WALL FLAY STRUCTURE FIFE SUFFORT RESILIENT SURFACING ~-I' SQUARE, 14 GAUGE, VINYL CLAD WELDED WIRE MESI-! + + + + + + + + + + + - + + + + + + + + + + + + + + + + + + + + + + + + . -----I' SQUARE STEEL TU6E FRAME ~ FINISI-! SURFACE ':le>% COMPACTED SUOORADE + + + + + + + + + + + + -+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + . + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + i ·~~·~~ L ~ , '-.. ~ ~U6DRAIN • FILTER FA6RIC _q L. .· 4 4 ., . J__ 18'-+ ® PLAY EQUIPMENT FOOTING f'-n,5 BUit. T ':le>% COMPACTED 5UOORADE, 12' DEEP CONCRETE FOOTING CONTINUOUS, DOME TOF NO SCALE FREESTANDING TRELLIS FANEL C1-------------------------------------------6ECTION SCALE, l"■l'-ei• DATE INlllAL DATE INlllAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL ,,------MASONRY WALL CAP ..---SCl-!OOL SIGN (6Y OTI-IERSJ /, -----8'><8'><8' CMU COLUMN -FINIS!-! - DATE INlllAL ClTY APPROVAL I TO MATCl-l ARCl-llTECTURE _.---REINFORCING STEEL LAFFED 12' ec.ALE~ l'•l' .. fZ>' LA NERI LAN DSCAPI!: ARCHITECTURE 401 YlADa.NOlff'K•LA.Jou.ACAH037 'RI. 8151 4"9 2080 P'AX 1111!l!I 189 2011 www.NDt1LA.C011 "AS BUILT" L 1.2 A"#"/4 /', g.b.m'>-1_ 9-16-/(7 RCE Z~I ✓, EXP. 3-3l-l:L DATE REVIEVED BY, INSPECTOR DATE ~ CITY OF CARLSBAD SHEETS I~ 7j;3-t"'" 4 ENGINEERING DEPARTMENT LANDSCAPE DETAILS CARLSBAD CITY LIBRARY LEARNING rENTER APPROVED BY: WILL~ PLUMMER ~£~~n-»c""L ".2-~~~ DEPUTY CITY ENGINEER PE#: 28176 EXP: 03-31-06 DATE DWN BY: DK TT I PROJECT NO. I DRAWING NO. CHKD BY: " 4001 RVWD BY: JN 434-5 ' ·"\ I . • j I • ' . ' , SHRU6 8 SPRAYS~ 20 1.5' ~ Ti;cEE eoeeL• .. 1 18 1.5' SHRUB 10 8Ll66lERS 11 1.5' f l INSPECTION PROCEDURES 1. CITY CONSTRUCTION INSPECTION SHALL INCLUDE: A. LOCATION OF PIPE LINES. B. TRENCH DEPTH. C. REQUIRED SEPARATION (HORIZONTALLY AND VERT/CALLY). D. PIPE IDENTIFICATION. E. POINTS-OF-CONNECTION (POC'S). F. LOCATION AND /DENT/FICA TION OF SPRINKLER HEADS. G. WARNING SIGNS AT THE SITE AND ON THE TRUCKS HAULING RECLAIMED WATER (IF RECLAIMED WATER IS USED FOR CONSTRUCTION). AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY AND THE DISTRICT, AND BE FORWARDED TO THE COUNTY 2. DISTRICT FINl',L INSPECTION SHALL INCLUDE: A. COVERAGE TEST, AFTER COMPLETION OF THE SPRINKLER SYSTEM, TO DETERMINE THE ADEQUACY OF COVERAGE ON THE APPROVED USE AREA AND PROTECTION OF PREAS NOT APPROVED FOR RECEIVING RECLAIMED WATER. B. WARNING SIGNS AND LABELS. C. QUICK COUPLING VALVES. D. ALL ASPECTS OF THE /RR/GA T/ON CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF, AND PONDING. E. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. F. REQUIRED PROTECTION OF WELL, STREAMS, RESERVOIRS, ETC. G. CROSS-CONNECTION. RECLAIMED WATER NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS" DA TED OCTOBER, 1993. 2. ALL PUBLIC FACILITIES SUCH AS COMFORT STATIONS, DRINKING FOUNTAINS, ETC., SHALL BE PROTECTED FROM SPRAY BY RECLAIMED WATER. J. NO PONDING, RUN-OFF OR OVER-SPRAY IS PERMITTED. 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5. ON-SITE CROSS-CONNECTIONS BETWEEN RECLAIMED WATER LINES AND POTABLE WATER LINES IS STRICTLY PROHIBITED. 17. A 10 FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER AND RECLAIMED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POTABLE LINE MUST BE INSTALLED ABOVE THE RECLAIMED LINE. 18. A MINIMUM OF 12 INCHES OF VERTICAL SEPARATION BETWEEN UTILITIES MUST BE MAINTAINED AT ALL TIMES. * 19. DEVELOPER/CONTRACTOR SHALL CONDUCT A CROSS-CONNECTION TEST AND COVERAGE TEST AS DIRECTED BY THE CARLSBAD MUNICIPAL WATER DISTRICT ENGINEER OR THE SAN DIEGO COUNTY DEPARTMENT OF HEALTH SERVICES PRIOR TO 'NY USE OF RECLAIMED WATER. 20. QUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHALL CONFORM TO THE FOLLOWING: ""-( 3 HEAL TH DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL. J. ANNUAL INSPECTION SHALL INCLUDE: 6. NO SUBSTITUTION OF F'IPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 1 I' eueeLERS 12 1.5 • SHRU6 ( ,--1-4--, &PRAYS Ii& 1.5 ' II 5 II Ti;cEE 6U66LERS ( _2 __ 1_ ... &HRU6 ~ 2 l l j 6U66LERS SPRAYS~ I 1/2 w u < ~ 0 .. < '.:'t'.'. UJ \ O:::'. ::) w • I ➔II I ! I ' ' I I I I I I ;/· .. v· . , , / / 1/2' /4 ---~------------to: . -----,,- // · ... /.·.·· / / .. '10 21 I' 1/2" IRRIGATION t4EAD LEGEND P51 S'1'1flOL / RADIUS (FT) I DI~ (GfMJ ;60' 180' 'lO' ADJ ~ ® IS' 3.10 @ IS' 1$5 © IS' o.~ @ 15' VAR w @ 12' 2b0 @ 12' 1.30 © 12' ,i,1,5 @ 12' VAR ~ ® 10' Iba @ 10' e.19 @ 10' 039 @ 10' VAR w © 8' 1.es @ 8' O.S2 © 8' 026 @ 8' VAR ~ ® 5' .41 @ S' 20 ® 5' OJO @ 5' VAR w ([J 4' 0.4~ w €)28 0.-0 029 G'.J 6' VAR ~ o• .. 025 ~ ® -·· o.s :'l/4' B 8 B 8 LIBRARY LEARNING CENTER BUILDING • MASTER' VALVE DE5CRIFTION ST'<IF FOP-UF &FRAY HEAD ' r POF·UF SffiAY ~AD FOP-UF &FRAY HEAD FOP-UP &FRAY ~AD R,F-UF SFRAY ~AD @®4' 111 FOP-Uf' &Fl'tAY HEAD WITH &Tf<lf' &ffiAY NOZZLE FOP-UP 6FRAY HEAD &I--IORT RADIU& NOZZLE TREE 61.166LER IN STANDPIPE/ DRAINAGE CHIMNEY FOP-UP eueet.ER A COMPLETE INSPECTION W!-/ICH SHOULD COVER PART A, PART B AND PART G OF THE DISTRICT FINAL INSPECTION. REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, CITY ENGINEER & DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. 7 Ii& 1.5 • 1/2' CiJ2D 7. ALL ON-SITE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. * 8. THE /RR/GA TION SYSTEMS SHALL RUN BETWEEN THE HOURS OF 10: 00 P.M. AND 6: 00 A.M. THE FOLLOWING MORNING (SPOT /RR/GA TION COULD BE DONE AT A DIFFERENT TIME) WITH QUALIFIED SUPERVISION PERSONNEL ON SITE. 9. PROVIDE A MINIMUM OF AT LEAST 18 INCHES OF COVER OVER All WIRING AND PIPING. 10. PR/VA TE LOTS SHALL BE PROTECTED FROM CONTACT FROM RECLAIMED WATER, W!-/ETHER BY WINDBLOWN SPRAY OR BY DIRECT APPL/CATION, THROUGH IRRIGATION OR OTHER APPROVED USE. LACK OF PROTECTION, W!-/ETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. 11. 12. 1J. 14. 15. CONTRACTOR SHALL ADJUST HEADS TO PREVENT OVER-SPRAl1NG ON ALL SIDEWALKS, STREET, AND PR/VA TE LOTS. QUICK COUPLING VALVES SHALL HAVE A SPECIAL COUPLE KEY PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. METERS SHALL BE SIZED BY THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. All /RR/GA TION PIPE SHALL BE STENCILED, COLOR·-CODED (PURPLE) AND LAID WITH WARNING TAPE PER THE CITY f'F CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS . All POTABLE WATER AND RECLAIMED WATER PIPING SHALL BE INSTALLED 'M1H THE STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH. 16. W!-/EN A POTABLE WATER LINE AND RECLAIMED WATER LINE CROSS, THE RECLAIMED A. QUICK-COUPLING VALVES SHALL BE 1 INCH NOMINAL SIZE NELSON #7645, Wl1H BRASS CONSTRUCTION AND A NORMAL WORKING PRESSURE OF 150 P.S./. OR RAINBIRD #44 NP. B. IN ORDER TO PREVENT UNAU1HORIZED USE, /HE VAL VE SHALL BE OPERA TED ONLY 'M TH A SPECIAL COUPLER KEY WI TH AN ACME THREAD FOR OPENING AND CLOSING 1HE VALVE. C. THE COVER SHALL BE PERMANENTLY ATTACHED TO THE QUICK-COUPLING VALVES. IT SHALL BE PURPLE RUBBER OR VINYL. D. LOCKING COVERS ARE REQUIRED. 21. AN ANNUAL CROSS CONNECTION INSPECTION WILL BE DONE BY EITHER CARLSBAD MUNICIPAL WATER DISTRICT OR SAN DIEGO COUNTY DEPARTMENT OF HEALTH SERVICES COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. *22. *2J. DEVELOPER SHALL SHOW /HE LOCATION OF R.C. SIGNS ·oo NOT DRINK" ON THESE PLANS. AN ON-SITE USER/SUPERVISOR SHALL BE DESIGNATED IN Wl<ITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS 'M1HIN THE PROPERTY, Wl1H 1HE BASIC CONCEPTS OF BACKFLOW/CROSS'-CONNECTION PROTECTION, AND THE SPECIFIC REQUIREMENTS OF A RECLAIMED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE SAN DIEGO COUNTY DEPARTMENT OF HEAL TH SERVICES AND CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT _______ AT ______ _ OR AFTER HOURS CONTACT __________ AT ______ _ 24. SHOW ALL PUBLIC & PRIVATE POTABLE WATER MAINS ON IMPROVEMENT PLANS. MODULAR BUILDING LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. 1HE SLEEV/f SHALL EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE OF POTABLE LINE, FOR A TOTAL OF * 20 FEET. ITEMS NOS. 8, 19 & 2J SHALL BE REQUIRED JUST PRIOR TO THE ACTUAL USE OF RECLAIMED WATER. ITEM NO. 22 THE S/GNAGE PLAN SHALL BE PART OF THIS I.P. BUT THE ACTUAL SIGNS & TAGS WILL BE INSTALLED JUST PRIOR TO ACTUAL USE OF R.C. WATER. 3/2' I 1/4' I 1/4' / / / .. KEY NOTES 0 F'OINT OF CONNECTION AT EXISTING I' IRRIC:iATION 6ACKFlOW PREVENTER . <g> EXISTING Ti;cEE TO REMAIN, WATER WEEKI.. Y DURING CONSTRUCTION. TUNNEi-UNDER ROOTS lARGER Tl-!AN I' DIAMETER A F'Ull (5) SfFARE WIRES TO EACI-! VAi-VE MANIFOlD. 6UNDlE AND V" MARK 'SPARE'. ~ 3' SCI-! 4'1' F'VC SlEEvES FOR WIRE 6UNDlES <§> FlOW SENSOR CA6lE IN ELECTRICAL CONDUIT 0 INSTALL IRRIGATION CONTROlL.ER IN ELECTRICAi-CLOSET -SEE ELECTRICAi-ENGINEER'S DRAWINGS FOR FOWER AND F'HONE CONNECTIONS AND ~OR RAIN SENSOF<. CONDUIT. INST All RAIN SENSOR ON ROOF EAVE. (S> TRANSFORMER AND FAD 8 61-!RU6 Ii& 1.5 • SPRAYS Sl-!RU6 GENERAL NOTES 1. IRRIGATION EQUIPMENT, MAINLINE AND LATERAi-ROUTING ARE Sl-!Oll.N DIAGRAMMATIC AlL Y FOR ClARITY. AlL IRRIGATION LINES Sl-!ALL 6E TRENCl-!ED Tl-!ROUGI-! Fl-ANTING AREAS ON PRIVATE F'ROF'ERTY Wl-!EREVER F'OSSl6L.E. SLEEVE UNDER PAVING ONLY WHERE St-!OWN OR Wl-!ERE OTHERWISE NECESSARY. 2. IRRIC:iATION SYSTEMS ARE TO 6E INSTAllED AS Sl-!OWN ON Tl-IE F'lANS AND IN ACCORDANCE WIT!-! Tl-IE CRITERIA AND ST AND ARDS OF Tl-IE lANDSCAF'E ST AND ARDS MANUAi-AND OTl-!ER AF'PLICA6lE STANDARDS AS OF Tl-IE APPROVED DATE OF Tl-!ESE F'lANS. 3. SEE L.ANDSCAF'E LIGl-!TING FLANS FOR ADDITIONAL SlEEVING UNDER PAVING AND WAllS. ' 4. AlL IRRIGATION SYSTEM COMPONENTS ARE DESIGNED FOR REClAIMED WATER USE. REFER TO SCl-!EDUlE FOR COMPONENTS TYF'ES. LA , "----(6 I~ 1.5' SPRAYS ,. 5. REFER TO Sl-!EET L2.I FOR IRRIGATION EQUIPMENT lEGEND AND IRRIGATION 1-!EAD lEGEND. o 10 20 I ."° iUu~ MANJFACTURER I MODEL DETAIL RAIN6IRD 1812-SP11-F'R5·19F (5HFi!J6J, WITH leioo NF COYER TO F. IDENTIFY &FRAY HEAD AS FART a: A NON-POTA6LE WATER SYSTEM. L32 RAIN6IRD 1812-SP11-FR5-l2F (5Hl<!.!61, WITl-1 leioo NF COVER TO F. IDENTIFY SPRAY HEAD AS FART Cf' A NON-POTABLE WATER SYSTEM. L32 RAIN6IRD 1812-SP11-F'R5·leiF (5HFi!J6J, ll!TH 1800 NF COVER TO F. IDENTIFY SPRAY HEAD AS FART Cf' A NON-POTABLE WATER SYSTEM. L32 RAIN6IRD 1812•5P11-FR5-SF (5HFi!J6J, ll!TH 1800 NF COYER TO F, IDENTIFY SPRAY HEAD AS FART Cf' A NON-POTA6LE WATER SYSTEM. L32 RAIN6IRD 1812-5Pl1-FR5•5F (5HFi!J6J, ll!TH leioo NF COYER TO F, IDENTIFY SPRAY ~AD AS FART Cf' A NON-POTABLE WATER SYSTEM. L32 RAIN6IRD 1812-FRe ISSST, l5LC5, ISC5T ll!TH 1800 NF COVER TO F, IDENTIFY SPRAY HEAD AS PART Cf' A NON-POTA6LE WATER SYSTEM. L32 RAIN6IRD I812-FRe 4 SERIES VAN NOZZLE WITH leioo NF COVER TO F. IDENTIFY &FRAY HEAD AS FART Cf' A NON-POTABLE WATER SYSTEM. L32 RAIN6IRD I4el ON RISER IN 3' FEFIFORATED DRAIN FIFE H. L32 RAIN6l1'0 IW4 UITI-1 5C6T-6 AND 1600 t-1" COYER F, TO IDENTIFl' SPRAY fi:AD AS FART Cf A NON·FOTAeLE UIIITER SYSTEM. L32 10 Sl-!RU6 13 1.5' SPRAYS 3 ', ) ' • ~·· I NOTE: I I T 51-lA~L ee INSTALLED FOR ~CLAIMED WATER U5E ALL IRRIGATION EQUIFMEN (FURFLE COLOR) AND 51-!A LL 61. FER FER C.M.WD. REQUIREMENTS. I '" IISBf.//LT CARLSBAD MUNICIPAL WATER DISTRICT / ./lj'/_a~ ' 7, q. Q-t.-~ -WILLIAM E. PLUMMER DATE DISTRICT ENGINEER R.C.E. 28176 SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH DATE INlllAL DATE INlllAL DATE INlllAL APPROVED BY: DATE ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL QTY APPROVAL ~ 5 NERI LANDSCAPE ARCHITECTURE 401 VlA.C&~•LA..JouACAl'ao37 Ta..8!11111112080 P'AIIIS8 IN20olt www.-... .... "AS BUILT" ~~.a..; c; /: ~ 21,._ RCE '2/JJ?' EXP. 3.·3.l• 1.2... REVIEIJED BY, INSPECTOR L2.0 '7-/.6-lll. DATE DATE CITY OF CARLSBAD SHEETS 1~7.l-31' ENGINEERING DEPARTMENT IRRIGATION PLAN CARLSBAD CITY LIBRARY LEARNING CENTER APPROVED BY: WILLIAM E~R ~~..Mi ~ •212~ '2-lt,,-8~ DEPUTY CITY ENGINEER PE#,;~76 EXP: 03·31-06 DATE DWN BY: DK TT I PROJECT NO. I ORA WING NO. CHKD BY: JN RVWD BY: JN 4001 434-5 I ' IRRIGATION EQUIPMENT LEGEND . 5'rMBOL DE5CRIPTION MANUFACTURER/MODEL POINT Cl' ca-lNECTICN AT ~ EXl6TING IRRIGATIOH BACl<FI.OW 1' FE!3CO 1?12&Y FFOEYENTEl't &-. CALeEN6E AUTOMATIC CONTF'IOLLER MODEL ET 2000-lio-fil-lOR, INDOOIO, WALL MOUNTED CONTF'IOLLEfil ® FLOW eEN&ofil CAL&EN6E R1-l.$"13 ~ !<EMOTE Coi-lTfilOL VALVE& filAINelfilD PE613 ----VALVE !30XE& CAl<&CN • BLACK ~ MA&TEfil VALVE WEAT1-lEi<MATIC 1?121 1'! MA&TER VALVE EB eALL VALVE WILKIN& 8&11> (LINE &IZEJ ----C1-lECK VAL VE l-0-<TER 1-lC---&0F 0 QUICK COUPLER A&eEMel. Y NEL&CN .,64& -I' ( ACM!! T1-lREADl ----CONTROL WIRE DIRECT !3URIAL WIRE PVC LATERAL LINE PIPE 'PACIFIC WE&TEFa>I CAI.', 'tiJATEfil WAFa>I', OR EQUAL ----e~PIPE PACIFIC WE&TEFa>I PIPE OR EQUAL . ----PVC 61.EEVI! PACIFIC WE&TEl'iN PIPE OR EQUAL ---- REMARK.€> DETAIL F!QOrECT DU-CON&TFIIJCTICN --· . ca-lNECT TO F'OWEfil • A-10NE LINE • &EE ELECTfillCAL DfilAWl>ICio&. & YEAfil MANtJ'ACTURED A&&EMeL Y G\JAfilN•ffEE REQUIRED FfilOM A, 1-lYDfilOeGAFE F!QOD\JCT& • CONTACT &TEVE MCCLEAN• L3J 1-lYDfilOeGAPE F!QOD\JCT&, INC. 61~ &i.0-""'ll EXT. !U ~CT TO CONTfilOLLEfil WIT1-l Fl.OW 6EN&ofil CAl3LE IN 74' I, ELECTfillCAL CONDUIT ' .. FIELD IN&TALL AOE&elJRE REGULATING MODULE, AND ADJLl&T FOfil B, OFTIHJM eYeTEM PEl'if'OR'1ANCE. U&E f'\Jliil"I..E FLOW CONTF'IOL 1-lANDLE&. L3J RCY, l6'x1it,' E, GATE, Gl.061!, BALL VALVE&. 8 3/4' DIA L3J NOl<MAI.L Y CLOSED BIO>ONZE VAL VE B, ~CT TO LA&T &TATICN ON CONTFIIOLLER LJJ ~ZE eALL VALVE C, LJJ INSTALL LINDEi'! EVERY 1-lEAD OH RISER --- elJF'PI..Y KEY, IN&TALL WIT1-l NON-FOTAl3LE LOCKING COVER -D, FUl<f'LE COLOR WIT1-l 'RECLAIMED WATER -DO NOT DRINK' IN ENGLl&1-l AND IN 6PANl&1-l MOLDED INTO COVER LJJ 1-4 GAll6E PILOT1 12 GAUGE COMMON. .. . A&TM D Iie4 CLA6& 200 PVC (MIN. 12' COVEF<> J • I<. RECLAIMED WATEl't FUl<f'LE COLOR LJJ A&TM B 43, IP&, &TANDARD WEIG1-lT, ~e POUND&, 8& PERCE;NT J • I<. RED 61<A6& FOR QUICK COUPLER& I L3J 2 TIME& DIAMETER Cf' T~ POPI! ENCL06ED FOR 61.EEv~ok;!, J • I<. IN&TALL A& FOLLow&, LJJ SIGNAGE NOTES THC FOLLOWING GUIDELINES FOR THE USE OF RECLAIMED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON 8-1/2" X 11" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. 1. GUIDELINES FOR RECLAIMED WATER USE A. /RR/GA TE BETWEEN THE HOURS OF 10: 00 P.M, AND 6: 00 A.M, ONLY, WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. 8. /RR/GA TE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. THE APPL/CAT/ON RA TE SHALL NOT EXCEED THE JNFIL TRA T/ON RA TE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPA T/BLE WITH THE LOWEST SOIL INFILTRATION RA TE PRESENT. THIS PROCEDURE MAY BE FACIL/TA TED BY THE EFFICIENT SCHEDULING OF THE AU TOMA TIC CONTROL CLOCKS, (I.E., EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL /RR/GA T/ON TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION). C. ADJUST SPRAY HEADS TO EL/MINA TE OVERSPRA Y ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS, AND STREETS AND SIDEWALKS. D. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC., SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT . E. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR £DUCA TING EACH EMPLOYEE AND ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS, REGARDING THE PRESENCE OF RECLAIMED WATER. MAIN TEN AN CE PERSONNEL MUST BE INFORMED THAT WATER IS FOR /RR/GA T/ON PURPOSES ONLY AND IS NOT APPROVED FOR DRINKING OR FOR HAND AND TOOL WASHING, ETC. 2. EACH AU TOMA TIC CONTROLLER AND ITS ASSOC/A TED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECLAIMED 'YATER USED FOR /RR/GA TION" IN ENGLISH AND SPANISH, WITH BLACK LETTERS 1" HIGH ON A PURPLE BACKGROUND THE SIGN SHALL 8£ PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT . DECLARA T/ON OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 670J OF THE BUSINESS ANO PROFESSIONS CODE ANO THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF HEALTH SERVICES IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM NAMES & ADDRESSES: NERI LANDSCAPE ARCH/ TECTURE 401 VIA DEL NORTE LA JOLLA, CA 920J7 PHONE NO: (B.~8) 459 -2080 REGISTRATION NO: CA JJ21 EXP/RATION OAT£: 6.J0.07 -UNDER VE1-lICLE PAVING l.161! &C1-l. MJ 61.EEVI! UV36' cov(cl't FOR MAIN&, LATEl'tAI.&. F. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PR/VA TE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND (N.T.S.) WARNING RECLAIMED WATER DO NOT DRINK -UNDER PEDE6TRIAN PAVING, U&E eG1-l. 40 61.EEVE& UV 18' COVEi'! FOR MAIN&, AND WIRING. -UNDER PEDE&TRIAN PAVING, l.16!!! eG1-l. 4" 61-EEVE& UV 12' CO'v£R FOR LATEl'tAI.&. "PACIFIC UEaTE~ CAL'. 'WATER A&TM D Ji@ ----PVC MAINLINE PIPE WAl<N', OR EQUAL •I JS• DIAMETER AND SMALLER, &cl-lEDULE 4" PVC (MIN. 181 COVEF<> -2' DIAMETER AND LAR:.ER, CLA6& 31& (OVER 3', 24' CO'vER MINI RECLAIMED WATER f'\Jliil"I..E COLOR ® filA IN &EN&ol't CALSEN&E TIPPING RAIN IN&TALL CN filOCf' EAVE -WIRE 6EN&OR CAeLE TO CONTfilOLLEfil 6!.ICKET Tl-lRO'JG,1-l CONDUIT IN 6UILDING WALL -&EE ELECTRICAL DfilAWl>ICio& ---FLOW &EN&oR CABLE IN elJPFLIED T1-l~, UNITED GREEN CONDUIT, PACIFIC WE&TEl<N FIFE OR EGUAL I' ELECTRIC,l,L CONDUIT WIT1-l TEC1-l. LOCAT!! A& 61-lOU,N ON PLAN. FLOW &EN&oR CABLE, Al'tlZONA ELECTl'slC, AEF "9&I6·2&F SWEEP& 2-CONDUCTOR 51-llELDED CABLE , J • I<. LIJ M, L3J I, L3J APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS, 1. ALL RECLAIMED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH /DENT/FICA TION TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC, J"x 4", PURPLE IN COLOR, WITH THE WORDS "WARNING RECLAIMED WATER -DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "AV/SO -AGUA IMPURA-NO TOMAR" IMPRINTED ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. 8. ONE TAG SHALL BE ATTACHED TO EACH VAL VE AS FOLLOWS: 12" X 36" SIZE WARNING RECLAIMED WATER DO NOT DRINK AVISO-AGUA IMPURA N TOMAR 1" BLACK LETTERS 2" BLACK LETH.,,S AVIS0-AGUA IMPURA NO TOMAR 18" X 18" SIZE 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP OR .016 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS .016 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS NOTE: ALL IRRIGATION EQUIPMENT S~ALL 6E INSTALLED FOR RECLAIMED WATER use (FURFLE COLOR) AND S~ALL 6E FER FER C.M.W.D. REQUIREMENT&. J. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT, 2. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECLAIMED WATER SPRINKLER HEADS. TYPICAL SIGNS GENERAL IRRIGATION NOTES I. IRRIGATION SY5TEM5 ARI: TO BE INSTALLED A5 SI-IOUN ON THE FLAN€>, A5 DIRl:CTED, IN ACCORDANCE UJITH CURRENT LOCAL PLUMBING CODE€> A5 OF THE APPROVED DATE OF THE5E FLANS, 2. THE CONTRACTOR SHALL MAKE SURI: ALL LANDSCAPED AREAS AFFECTED BY THIS CONSTRUCTION RECEIVE: ICZ,CZ,% IRRIGATION COVE:RAG,E, 3. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS OF EXI5TING IRRIGATION EQUIFMENT PRIOR TO ORDERING ANY IRRIGATION MATERIAL€> AND PROCEEDING WITH THE INSTALLATION OF THE IRRIGATION SYSTEM. IF THE CONTRACTOR FAILS TO NOTIFY THE LANDSCAPE ARCHITECT SHOULD THE LOCATIONS BE FOUND DIFFERENT, THE CONTRACTOR SHALL BE RESFON5IBLE FOR ANY CHANGES AND ADDITIONS THAT MAY OCCUR TO THE 5YSTEMS. 4. IRRIGATION MAINLINE AND EQUIFMENT ARE SHOUN DIAGRAMMATICALLY. THE CONTRACTOR SHALL IN5TALL THE SAME IN PLANTING AREAS UJHENEVE:R FOS5IBLE. THE CONTRACTOR SHALL INSTALL MAINLINE UJHENEVE:R POSSIBLE 18' FROM UJALKS, CURBS AND WALLS, UNLESS OTHERWISE NOTED. &. THE CONTRACTOR 6HALL VERIFY EXACT LOCATION OF ALL UNDEF<GRO(JND UTILITIE6, 6TRUCTURES, AND EXISTING IRRIGATION EQUIPMENT IN WORK AREA PRIOR TO START OF CONSTRUCTION. IF A CONFLICT EXISTS BETII/EEN SUCH OBSTACLES AND THE PROPOSED WORK, CONTRACTOR SHALL PROMFTL Y NOTIFY THE LANDSCAPE ARCHITECT TO ARRANGE FOR RE-LOCATIONS IF REQUIRED UJITHIN WORK AREA PRIOR TO START OF CONSTRUCTION. I!>. THE CONTRACTOR SHALL VERIFY SITE FOR LOCATION OF ELECTRICAL SOURCI: AND HAVE: THE ELECTRICAL CONTRACTOR PROVIDE FOJJER SERVICE TO CONTROLLER 1. THE CONTRACTOR SHALL INSTALL QUICK COUPLERS AND REMOTE CONTROL VALVES ADJACENT TO UJALK.e AND CURBS (12' MAX. FROM SUCH EDGES) IN PLANTING AREA& UJHENEVE:R POSSIBLE <SEE ALSO VALVE: MANIFOLD ASSEMBLY DETAILS). IN NO CASE SHALL VALVES BE LOCATED IN FAYED AREAS, UNLESS OTHERWISE NOTED. 8, ALL LATERAL END RUNS ARE 112' SIZE UNLESS INDICATED OTHERWISE. I&. CONTRACTOR SHALL 6E RESPONSIBLE FOR DETERMINING Tl-lE EXTENT OF ANY SIMULTANEOUS AND ESSENTIAL UJORK BY OTHERS ON Tl-lE SITE. CONTRACTORS SHALL COORDINATE Tl-lEIR OPERATIONS AND Sl-lALL COOPERATE TO MINIMIZE INTEF<FERENCE. II!>. THE CONTRACTOR SHALL PROTECT IRRIGATION SYSTEMS TO REMAIN AND MAKE ANY ADJUSTMENTS NECESSARY AND AS DIRECTED ON FLANS FOR ICZ,CZ,% IRRIGATION COVERAG,E, ANY DAMAGE TO l:XISTING LANDSCAPE OR IRRIGATION CAUSED 6Y OPERATIONS OF THE CONTRACTOR SHALL 6E REPAIRED TO ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. 11. Tl-lE CONTRACTOR SHALL EXERCISE CARE UJHEN TRENCHING AROUND EXISTING LANDSCAPE AND SHALL PROTECT EXISTING LANDSCAPE DURING ALL PHASES OF WORK. THE CONTRACTOR SHALL HAND TRENCH AROUND EXISTING PLANT/ TREE ROOTS OVE:R 2' IN DIAMETER ALL DISTURBED AREAS Sl-lALL MATCl-l APPEARANCE OF ADJACENT AREAS AT END OF WOi-K 18. Tl-lE CONTRACTOR SHALL INSPECT THE PROJECT SITE PRIOR TO 6EGINNING UJORK, AND TO THE BEST OF THEIR ABILITIES, DETERMINE UJHICH EXISTING IRRIGATION FACILITIES UJILL 6E EFFECTED BY CON5TRtJCTION OF SITE IMPROVEMENTS, AND MAINTAIN THESE FACILITIES AS OPERATIONAL DURING CONSTRUCTION. 19. THE CONTRACTOR SHALL TAKE APPROPRIATE ACTION PRIOR TO GRADING, TO ENSURE THAT EXISTING PRESSURIZED UJATER LINES, LATERAL LINES AND IRRIGATION CONTROL UJIRES ARI: PROFERL Y DISCONNECTED, RELOCATED AND/OR CAPPED TO PREVENT UJATER SPILLAGE OR POTENTIAL HAZARDS, 2CZ,. THE CONTRACTOR SHALL HAVE: A QUALIFIED PERSON ON SITE DURING THE GRADING OPERATION TO DISCONNECT AND CAP EXISTING IRRIGATION FACILITIES. 21. THE CONTRACTOR Sl-lALL VERIFY EXACT LOCATIONS AND STAKE ALL DISCONNECTED, CAPPED OR RELOCATED FACILITIES IN Tl-lE FIELD AFTER GRADING HAS 6EEN COMPLETED. 22. THE CONTRACTOR SHALL, AT ALL TIMES, ENSURE THAT EXISTING IRRIGATION FACILITIES UJHICH REMAIN AFTER GRADING, REMAIN OPERATIONAL AND ADJOINING UNDISTURBED AREAS RECEIVE ADEQUATE IRRIGATION. UJATER SOURCE I. THE IRRIGATION POINT OF CONNECTION re DOUNSTREAM OF AN EXI5TING ,. BACl<J=LOW PREVENTION DEVICE. CONTRACTOR SHALL VERIFY LOCATION IN Tl-lE FIELD. 2. THE IRRIGATION SYSTEM 15 DESIGNED TO OPERATE AT 3C!:) TO 4& PSI. 3. THE CONTRACTOR SHALL VERIFY AN EXISTING PRESSURE OF 11, PSI AT THE METER PRIOR TO ~:r~~t!f,~ ~1i~=:~i,i~~:~~~~,~~~ ~;~~~t+,~~ ~i~~~~~ ~x;i: PRESSURE 5HALL BE THE SOLE RESPONSIBILITY OF Tl-lE CONTRM:TOR CONTROLS I. SYSTEMS OF THIS PROJECT ARE TO BE CONTROLLED 6Y A CONTRACTOR PROVIDED AND INSTALLED ELECTRONIC IRRIGATION CONTROLLER, UJITH AN AUTOMATIC RAIN SHUT-OFF DEVICE. 2. Tl-lE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING IRRIGATION PROGRAMMING UJITl-l Tl-lE IRRIGATION MAINTENANCE SUPERVISOR NOTIFICATION THE CONTRACTOR SHALL NOTIF.,.-THE IRRIGATION MAINTENANCE SUPERVISOR 24 1-lOURS IN ADVANCE OF 6HUTTING OFF Tl-lE IRRIGATION SERVICE FOR THE PURPOSE OF ESTABLISHING A POINT OF CONNECTION. THE CONNECTION SHALL 611: MADE AS !'<AFIDL Y AS POSSl6LE AND THE MAINTENANCE SUPERVISOR SHALL BE NOTIFIED ONCE Tl-lE 5Y5TEM 15 RETUF<NED TO OPERATION. LA " NERI LANDSCAPE ARCHITECTURE 401 VIADG.NOWT&•LAJouACA.lt20a7 l'IL8'1111Ui2080 P'AJ:1!!11111'91'20II www.NaLA.C0II L2.1 9. ALL IRRIGATION LINES PASSING UNDER FAYING, THROLIC:,H WALLS, STRUCTURES, ETC. SHALL BE SLEEVED UJITH F'YC SCH 4cz, BELL-END FIFE. SLEEVE: 5HALL BE 2 TIMES THE DIAMETER OF FIFE TO BE SLEEVED, MINIMUM. 23. THE CONTRACTOR SHALL HAND IRRIGATE ALL EXISTING LANDSCAPED AREAS UJHICH CANNOT BE IRRIGATED BY EXISTING FACILITIES AFFECTED 6Y THE IMFROVE:MENT5 UNTIL IRRIGATION SYSTEMS ARE RESTORED. ' "AS BUILT" fez,, CONTROL UJIRES PASSING UNDER FAYING, THRO\,IC:,H UJALLS, STRUCTURES, ETC. SHALL BE INSTALLED IN PVC SCH 4cz, BELL-END FIFE SLEEVES AT LEAST 2 TIMES THE DIAMETER OF UJIRE BUNDLE (2' SIZE MINIMUM)± KEEF SEPARATE FROM WATER LINE SLEEVE:€> INDICATED ON FLANS. ' 11. EXACT LOCATION OF ELECTRICAL FOWER SOURCES, REMOTE CONTROL UJIRI~ ROUTE, MAINLINE ROUTE, VALVES AND ALL OTHER MAJOR IRRIGATION EQUIPMENT SHALL 6E SHOU.N ON THE "AS-BUILT" DRAUJINGS. SEE ALSO SPECIFICATIONS. 12. ALL SPRINKLER HEADS IMMEDIATELY ADJACENT TO PEDESTRIAN CIRCULATION OR CURBS SHALL BE POF-UF HEADS. 13. ALL SPRINKLER HEADS SHALL BE INSTALLED AND ADJUSTED TO KEEF UJATER AND SPRAY OFF ALL FAYING, U/ALK5, U/ALL5 AND OTHER 5TRUCTURl:5. 14. UJHERE LOUJ HEAD DRAINAGE OCCURS THE CONTRACTOR SHALL INSTALL AN ANTI-DRAIN VALVE: UNDER EACH SPRINKLER HEAD. THE ANTI-DRAIN VALVE: UJILL BE THE SAME DIAMETER SIZE AS THE RISER AND 5HALL BE INTEGRATED INTO THE RISER ASSEM6LY, VALVE: SHALL BE 'HUNTER I-ICY', OR EQUAL. IN THE CASE OF HEADS UJITH 6UILT-IN ANTI-DRAIN YALVE:5, THE MANUFACTURER'S INTEGRATED CHECK VALVE: SHALL BE USED. 24. Tl-lE CONTRACTOR 6HALL MODIFY EXISTING IRRIGATION SYSTEMS IN AREAS INDICATED ON Tl4E FLANS. RELOCATED EQUIFMENT SHALL INCLUDE, BUT NOT BE LIMITED TO, SPRINKLER HEADS, DISTRIBUTION LINES, AND IRRIGATION UJIRE. ANY NEUJ EQUIFMENT UJILL MATCH THE MANUFACTURE~ AND MODEL NUM6ER OF EQUAL, OF EXISTING EQUIFMENT. 2&. CONSTRUCTION MODll'ICATIONS TO EXISTING SYSTEMS SHALL ACHIEVE: 'HEAD TO HEAD' COVE:RAG,E. ' DATE INITIAL ENGINEER OF WORK t\ /IS 8Ult..T DATE INlTIAL OATE JNlTIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL A'/~-'b /;~ I•. l'J-t,, ,;_ -4'. RCE '7.1-}/"2,(, EXP, 3 • 3l ~ l'l, DATE REVIEw'ED BY• INSPECTOR DATE ~ CITY OF CARLSBAD SHEETS l~~t""" 6 ENGINEERING DEPARTMENT IRRIGATION LEGEND & NOTES CARLSBAD CITY LIBRARY LEARNING CENTER APPROVED BY: WILLl~~UMMER _,.a-'A..., ,.,-; ~nn-no< 2-'2·12'- DEPUTY CITY ENGINEER PE#: 28176 EXP: 03-31-06 DATE OWN BY: OK TT I PROJECT NO. I DRAWING NO. 2~~ ~~: JN 4001 JN 434-5 I • \ -·. . • . f. ,_ ,~ ' • •--- 11 II 11 I ' • P. a,. ... ~---!!> 6• I' f'VC ca-lDUIT FOR UIII V-'C F!OCt1 METEFOEP l"OUE .. 8Ul'FI. Y AND Fl.CW OEN60l'I CAeLE AEP "1&16•2ei> Ill' APPLICAeLU ,. c;c,;pu1T FOR AAN OENeota ATTACl<ISP TO FENCIi WITH &T. &TL. PIFI! CI.AMP6. •· WALL. A. CGNTR,6,C,TOR el-lALL PAL.LOW 11AN!.PAC'~~ IN&TRk:-TIGN& FOR ~TING • """'1.NPl-la.. G .... I&' 1 6 I I• l'EMOT! OFI MMTE .. CC1'1TJaOI. VAi.VE. I• UIATEIOI"'"°"" WIIOII eA.ICIL /UV < FEH MIN. EXTAA Wll'IEJ. ,. VAL YB ea><. 4-ca'1TJaOI. UX""& /aNPLI!! ANP TAFI! 1111' OCJ 0-PVC &Cl-I 6111 NIPPL! /NO TH..e.AP&l <LENGTH A& ""QJl""Pl 6-PVC &Cl-14" 40• ELL /TYP -O<l. ,. pyc: ~&el.I,-F'IFe. NOTE&, .... ~ • A. VAi.Vi !!OX LIP eHALL 1i111 El1"ANPEP TO IDENTIFY CC1'1TJaOI.LEl'I AND &TATION _.., 1 la' HCV ~•RCV a ac:a'1TAACTOFI 8HALL INCLuPI A c:M .. l&TY'& 1 .... l<>ATFON 10. TAG ATTACHED TO VAi.Vi ~ IIOLT. TA<l 8HALL I-IPFeATI! CC1'1TJaOI.LE .. ANP 0TATICN _.._ C. P<ECYCLEP UIATE .. WAANl-lei TA<I FP ""QJl""P ' ' I I 1111 •• NOTE, A. VALVE& uP TO 31 CIA. &HALL HAYE aFitGiNZE HAND ILl4EEL, VALVE& LARSER THAN l" eMALL HA\11 ~ OFEAATING NUT&. a 4.45,• P\"C ELeow FITTm& &HALL ee: U&ED TO AAISII eALL.-1:!ATII VAL.YB TO UXTMN F2' ,;# FNl&M CSl'IAPI!. C. A:ECYc.L.EO WATER WAfie,,IING TAG: lfl FIEC:UIFiEP • , 11-ITT ITT ~_J 4 L_ ____ _, __ 3 NOTE, A. U&! TEFLON T AF1! ON AI.L TH..e.APEP CCNNECTFQN&. a !OW. WAIONFNG 1' ""GI. • .... . .. I&' i· .• . .. . . . ···• I • ~-.. • • , '0 t --; "' --.. •-1, '. t-o·J ~ ,_,,._ H'J (A\lRRIGATION CONTROLLER \::y INDOOR WALL-MOUNT OECTION. NO eGAI.! ® MA&TE~MOTE CONTROL VALVE L.,J eECTION • NO ecAI.E 6ALL VALVE FOR MAIN LINE IOOLATION eECTION -NO 6CAU @QUICK COUFLl::R VALVE OECTFON • NO ecAI.! VALVE MANIFOLD AND VALV!: 60X O1'-(IENTATION PLAN •NOecAI.I .. . . · ... ::. ·~,; -:. ,· . .. : . f .' .. ~· -: ' .·,.. ·~ : ..... .-... ·_- 12' MIN. I-FOP-UP eFRAY HEAD. 2 • 5WING JOINT A551:M6L Y I 3 MARI.EX 5T ELL&, 1 6CH e<2/ 5-AT FINleH GAADE IN TUl'IF• I' IN eHRU6 ARl!A 3. NIFFLE). 6· Dl&TANCE Fl'<OM WALL&, 4' RAD. HEAD • 3' 4• PVC 6CH 40 TEE 166T) OR EL (6T). PVC NON-FREeetlRE LATEAAL. NOTE, A RUJ. WAl'INING CAP IF Rl!QJIRED. ® FOF-UF 6FF¼Y HEAD .. ,-~ 1-REMOVE AND REPLACE 3' Ai:,PHAL T 2· ~0% CLEAN 6ACl<FILL A6 REGlUIRl!D /p;?i:FER TO ENGINEER FOR 6PECIFIC MATERIAL AND COMPACTION REQJIREMl:NT&. 3-&OIL el:PAAATOR NOTI:, 6' TO 10' AAD. HEAD • 6' 12' TO 15' AAD. HEAD • &' Dl&TANCE OTHER HARD6CAPE • 3'. OECTION • NO ecAI.! 4-CLEAN PLA&TER &AND. 5• FREeetll'<!! MAIN LINE W / eLEEVI!. 6 • LOW YOL T AGE CONT~L Wlp;?l:5, &LEEYE 1:,IZ:E A6 Rl!QJIRl!D. 1-LATEAAL LINE WITH eLEEVI!. A ALL &LEEYE& TO 61:: FYC &cH 40 FIFI!. 6. AL.L 5LEEYE6 TO 6E elZED TWICI: THE DIA OF THE PIPE 12' MIN.) C. ALL 6LEEYE6 TO F<I.IN A MIN. OF 12' 6EYOND HARD$CAPE EDGE&. TF<l::NCl-!ING/PIFE AND WIF<I:: UNDl::R PAVING tlECTION • NO ecAI.I ~ ___ I-IAF<D5CAFI:: - CUR6, WALL, !::CT. ------61-1RU6 6U66Ll::R ~..!:;::;:l / FINl51-1 GRAD!:: '1<---4=====-=111-111-lll-lll- -11111111111 ~111-11=1--~~:Cl-!IW 111 ..=.111 IO' MIN --Ci-11::CK VALV!: ~-FLl::X Rl61::R (MIFT xFIFT> KINC:i 6RO5 OR EQUAL ~--PVC ec1-1 40 Tr::e (55T) OR ELL (&T > AT LATl::RAL LIN!:: @6HF<U6 6U66LER HEAD eECTION • NO ecAI.! I-PLUG. 2· CF<IMP 6LEEYE. 3· 60DY. 4• WIRE&. A66eMBLY IN&IBUCTl<lNB F. Neel'IT WI""& THFaOU<;M MOLE& FN E!Aee OP E!OPY. 2. JOIN Wlfc:E& To:.!114ER ANO AFFL Y CRIMP &LE~. S. PAAW WI""& E!ACI< NTO E!OPY. -4. FILL C/>I' TO e .. H UIT!-1 et!ALANT ANP AL&o AFR. Y &!Al.ER TO OUT!IPI! Cl' PLl.lcl. !t. INVEfiiT 60DY ANO IN5ERT PLUG INTO eoDY l.N.T!L IT eNAP& TIGHT. •• 1i111 CERTAN &!Al.ANT l4A6 FOR1EP NTO AI.L MOLE& 1-1 eoDY. i. &l!AL,t,.NT HLl&T ee: Vl&leLI! OUT&IDe ~ PLU:i TO ~A.Se, IN&FEC::TlGIN. © WIRI:: CONNECTOR$ 6ECTICN -NO &cALI! 13 12 t t 8 I-6U66LER HEAD <ON UP HILL elDE IF GAAD!! CHANGE) 2-PVC $CH e<2/ NIPPLE lln"XI&') 3-PVC $CH 40 ELL FIPT X FIPT 4-PYC 6CH 40 ELL $LIP X FIPT 5-HUNTER 5WING JOINT& &J-5'°'6-ln' 6·PVC LATEAAL EXTENelON <LENGTH A& REGlJ 1· PVC 5CH 40 TEE (e,e,e,) OR ELL 166) ON PVC LATEAAL e-Tfsl:I: l'<OOT eALL. 2 3 F.G. 1 12' MIN. I I i [> t t t • 6 , ~-4' RIGID PEl'IFOAATED DAAIN LINE WI 3/4' Cl'<!JeHED l'<OCI<, 1n THE DEPTH OF THE r<OOT6ALL 10-4' FLAT D~IN GAATE 0\-1:R TU6E. 151:1: LAND$CAPE PLAN5) II• Pl:NETAA TE AEAA TION TU6£! FOR INeERTION OF 6U66LER IA& DIRl!CTED 6Y LANDecAPE Afi!CHITECV 12-DAAIN CAP 13· 4' RIGID PEl'il'OAATED DAAINLINE WITH eocl< WITH FLAT GAATE A6 0651:RVATION WELL, RJLL DEPTH OF THE r<OOT6ALL TRI::!: 6U66LER 1-11:AD IN Al::F¼ TION TU6E PYC &Cl-I 4111 ELECTRICAL CONDIJJT • WI"" AAIN eENeOR TO CCNTAOLLEflt PER MFR &TuP WAI.L 1-TION CCl'1TJaOLLER ® RAIN SENSOR ON ROOF EAVE . &ECTlai • NO SCAI.I! 6EC.TION • NO &cALII Two <:zJ eonductcr, &hisllded cable In conduit♦ < AEF ~16·26F) II 8 !ii PIFE DIAMl!TER MIN. , connctettat'I to t.rane.mltt« , • ... ,...,,__ A. 8 ~-, FIE> PIP!! DIAMETER& MIN. .. 1-FLOW &ENeoR 1· PVC PREeet.11'11! MAIN &FZl!D Ea.JAL TO 2-COM-1\JNICATICN Wli.11 (COIL UV <' 6ENeoR FOR REGIUIRl:D LENGTH. EXTRA Wllsl!l. 8• lsl!QJllsED Dl&TANCI! F-;lit,' 3• WATER~ CONNECT~. FITTl»::o OR HARDU!Al<I!. 4• 11' X 18' VALVI! eox UITH EXTENeFON.,-r.EDUCING FITTING OR MARDWAl'II!. ,. 61'!1CK OR 191.0CI< 6UPFORT8. 10· PVC PRE-MAIN. 6• Pl!A <,RAVEL euMP 3' DEEP. II• AT FINl&H a.RAD!! IN TIJRF• I' IN &HlsLll:I AREA '2· 1.NDl&TIJl<6ED OR COMPACTED NOTI!, &Uea,i'!ADI! . (i) FLOW 61:NOOR tlECTION • NO eGAl-1 /1'-A,S /!JtlllT DATE INFTIAL DATE INFTIAL ENGINEER OF WORK REVISION DESCRIPTION 011-IER APPROVAL . T I 12' i Iii!' 5---3' MIN. 2----'fj'f'l---- 3---~J;jj_-- 1-PVC NON•PRE66Uf<l! PIPE 2-PVC FREeetll'<!! PIPE 3-CONTF<OL WII'<!! euNDLE 4-APF'l'!OYED 6ACJ<FILL NOTE, 5•LNDI6TUl'<6ED &OIL 6·IMP~YED eACJ<FILL WHEl'<I! Rl!QJIRED 1-MINIMI.N Dl&TANCE Fl'<OM HARD6CAPE A PIPE AND Wlf<l! TO 6E IN&TALI.ED IN &LEl:YE& LNDER ALL PAYING AND EXTEND 12' PA&T EDGE OF PAYING. 6LEEYE6 TO eE, 30'TO 36' COYER UNDER ~AD& AND DRIVE& 1&' TO 24' COYER UNDER WALK& e. &!! &FECIFICATION& FOR OTHER f<EQUIF<EMENT& 0 TF<i::NCI-IING &!CrlON .. NO ecALI DATE INFTIAL CITY APPROVAL w 7 LA NERI LANDSCAPE ARCH ITl!:CTURI':£ 401 VlAD&.NOIIT'I:• LA.Jou.A.CA 920n Ta.81114111ao80 P'AZH'l 1112CII www...-.... .... II AS. BUILT" . /,UJ,_o/4:.,·0 ~~ RCE '2 fJ{.7!~ EXP. :?<l l -l'? REVIE\o/ED BY, INSPECTOR L2.2 fJ:-t,s--£fl. DATE DATE CITY OF CARLSBAD SHEETS 1~7j.3f ENGINEERING DEPARTMENT IRRIGATION DETAILS CARLSBAD CITY LIBRARY LEARNING CENTER A~VE_ll BY: .WILLIAM E. PLU~~ ~ ~...,; y'~ ~~-,,,HclC'v :2-6-4'- DEPUTY CFTY ENGINEER PE#: 28176 EXP: 03-31-06 DATE DWN BY: D<TT I PROjECT NO, I DRAWING NO. CHKD BY: JN 4001 434-5 RW/0 BY: JN ) (2) -----,;--=--,-;-44+-D_IE_VE_G __ ___ &GAL 3 GEi PAR 36' 60X MULTI-Tlsl.JNI< •••••• ............ •••♦•♦• ........... .............. •.•.• .. •••• Ae REG'D MYO PAR 'PIN' • ♦ ♦ ... ♦ ♦ ♦ .. ♦ ♦ ♦ ♦ ♦• ♦ .. ♦ ♦ ♦ -----,::;--;-=1-------- • • • • • • • • • • P:LAT& ♦:.:.: ♦: ♦:.: ♦:.: ♦: ~: • ♦ • ♦ ..... ♦ ~ 11 Al'iiE l'<OM l'iiELOCATED t""--t---------------1..1.._J __ L_J __ L_~I __ ~) D - -•.... ... ...... -~-~ ...•.. ♦ ............... . • ·.•..,t .. ~ .... . • • •• • ♦• ♦ ...... ♦ • • • ...... , .. :,......,_::.,;..: ___ ,, ___ _ n LIBRARY LEARNING CENTER BUILDING ········---_;· ... ,: .... : ................ . MODULAR BUILDING 21 COP l'iiEP ■-~!(;'t{ -----+---s&c:G~ALq----© Iii!) COPKIR fi.------t.;:.~::...::..::-f;1 G:i;;A4i:Lr----© hnJ I t ____ i SCALB r-20' 2 CUPANA & CUP6EM 0 .....---,;2:-;;4•"eo=x;r-----• 3 PA& CAE .,,--;&;--G=-AL,T1"----- II TRI CON 24' 60X 6TANDA~ ' • II/\ 17.!J .Bll/t.T DATE INlllAL ' I ENGINEER OF 11':)RK REVISION DESCRIPTION . GENERAL NOTE& I. PROVIDE AND INSTALL A 2' LAYER OF ORGANIC MULCH THROU61-lOUT ALL SHRUB AND GROUND COVER ARJ:Ae. 2. REFER TO €1HEET 3.1 FOR PLANT MATERIAL OCHEDULE AND NOTEe. 3. REFER TO SHEET 3.2 FOR PLANTING, DETAILS . KEY NOTE& ~ EXISTING TREE (TYPICAL eYMeoL) -PRESERVE, PROTECT t 'C/ UJATER WEEKLY DURING CON€1TRUCTrON. -~--...,,...~-------~----------<§> IN€1T ALL ROOT CONTROL BARRIER -(TYPICAL SYMBOL), ---. 6EE H/t.,?J, 1,. 0 PROVIDE AND INST ALL 3.12> CUBIC FEET OF AMENDED CLASS 'A' TOPSOIL OVEFi! 12>.5 CUBIC FEET OF ¾' CRUSHED ROCK IN RAISEt., PLANTERS. OPEN LOW ENDS OF PLANTERS TO DRAIN. SEE ARCHITECT'S DRAWING€, FOR PLANTEFi! coNeTRUCTION. <§> IN€,T ALL GROUND COVEFi! THROU61-lOUT PLANT INC, AREA. <§> EX15TINCJ BACK FLquJ PREVENTER, PROTECTED WITH ROOT BAFi!Fi!IEFi! SUFi!ROUND LA NERI LANDSCAPE ARCHITECTURE 401 YIAD4NOK'nl•LA.Jotl.ACA92037 Tla.89l 1U.l080 P'AJ:81!11 "992091 ,._.,.._,.__ II AS BUILT" L3.0 ,h,U~• <":~1 .. :,,,0 ._ ,9-l,S.-/,,_ . RCE 'ZJJ/7, EXP. 3•"3.l-lZ, DATE REVIEVED BY• INSPECTOR DATE c::J CITY OF CARLSBAD SHEETS 1~¾3f 8 ENGINEERING DEPARTMENT PLANTING PLAN CARLSBAD CITY LIBRARY LEARNING CENTER APP~ED B'!_: WILLIA~..2;::__ ,u. <-t, ~ ----Z--'-46 DEPUTY CITY ENGINEER PE#: 28176 EXP: 03-31-06 DATE ' I I DRAWING NO. OWN BY: DK TT PROJECT NO. DATE INITIAL DATE INlllAL CHKD BY: JN 4001 OTHER APPROVAL OTY APPROVAL RVWD BY: JN 434-5 ' ' FLANT MATERIAL 5CHEDULE TREE5 &YMOOL &IZE 60T ANICAL NAME COMMON NAME &Fee& ARE ROM EXISTING ARECA&TRUM ROMANZOFflANUM QUEEN PALM 10' • I!:>' 6.T. SALVAGED AND RELOCATED ___ , __ ,_,,,,,,,_,, ·~··· ' ·------~-------------------------------,.,. -· --· ------------------------------· GEIPAR 3E>' eox GEIJEAA PARVIFOLIA AU&TAALIAN WILLOW a·1-1, e,•w MUL Tl TRUNK, FULL HEAD, WELL ROO~TE~D _________ _ CUP ANA 24' eox CUPANIOP&I& ANACARPIOIDE& CARROT UJOOD &'H, !:>'W STAAIGHT TRUNI<, FULL HEAD, GOOD COLOR, DOUBLE ST Al<E CUP &EM 24' eox CU~&e>Ue, &EMPERVIREN& ITALIAN CY~&& 10'H, 2'W STAAIGHT TRUNK, HEAL THY &PAAY& ---------. --.. ----------- FRU CAR I!:, GAL FRUNU& CAROLINIANA CAROLINA CHERRY 1'H, 2'UJ STAAIGHT TRUNK, FULL HEAD, &TAl<E TRI CON 24' eox TRl&TANIA CONFERTA 6Rl&6ANE eox &'H, 4'W &TAAIGHT TRUNK, FULL HEAD, GOOD COLOR, DOUBLE &TAKE eYMeoL &IZE 60TANICAL NAME COMMON NAME REMARK& 6UD DAV I GAL 6UDDLEJA DAVIDII 'NANHOEN&I&' Dll/ARF 6UTTERFL y eueH a·H. a·w FULLY ROOTED I.IA-IITE, 6LUE c FURFLE FLOWER COLOR&. ----------------··-·-·--··--····-··· COF KIR I GAL COPF<OeMA KIRl<RII KIRK'& COFROeMA a·H, 10'W FULL t eueHY TO GROUND, GOOD COLOR ---------------- COP REF !; GAL COPF<OeMA REFEN& 'MARBLE QUEEN MIRROR PLANT l&'H, le>'W FULL ' eueHY TO GROUND, GOOD COLOR ------------------------------------------DIE VEG & GAL DIETE& VEGETA FORTNIGHT LILY l&'H, 10'W FULL CLUMP&, GOOD COLOR -------------~ 61'<1: 'NOE' :, C.AL C.R!:VILLl:A 'NOELLI' NOELL'& C.R!:vlLLEA 12'H, 12"W FULL c eu&HY TO GROUND, MOD COLOIQ, UJl:LL F<OOTED ------------~---LI R GIG & GAL LIRIOPE C.IGANTEA 61G 6LUE LILY TURF 12'H, 12'W FULL t eueHY TO GROUND, GREEN COLOR, WELL ROOTED ----------------"-••-·"'"··-~--•-"• "-~~---___ ,,_ ----.--- Rl-!A 'W.E.' & GAL Rl-!APHIOLEPl8 'WHITE ENCHANTREe&' INDIAN HAWTHORN 24'H, 12'W FULL TO GROUND, GOOD COLOR VINE5 eYMeoL e1ze 60TANICAL NAME COMMON NAME epece REMARK& PA& CAE & GAL PA&&IFLOAA CAERULEA 6LUE CROWN F'Ae&ION FLOWER 4'H, 12'W FULL , &PREADING, GOOD COLOR, ATTACH TO ADJACENT eLJRFACE GROUNDCOVER5 &YMOOL e1zE BOTANICAL NAME COMMON NAME MYO FAR 'FIN' FLAT& MYOFORUM FARVIFOLIUM 'FINK' MYOFORUM --------------------- TURF &YMOOL Fee HY6 e1ze &oD BOTANICAL NAME FE&TUCA HYBRID& PLANTING NOTES COMMON NAME MEDALLION FE&CLIE I. 5EE 5FECIFICATION5 FOR ITEM5 NOT COVERED ON THE5E FLAN5. 2. CONTRACTOR SHALL 5UFFL Y FLANT MATERIAL IN QUANTITIES TO FULFILL THE GRAPHIC INTENT OF THE FLANTINCi FLAN5. THE QUANTITIES INDICATED ON THE CALLOUT5 MAY eE INCORRECT AND SHALL NOT eE U5ED TO DETE~INE FINAL FLANT QUANTITIES. &FEce _114, -1W 3. ALL FLANT MATERIAL 15 TO 61:f 5UFFLIED AND INSTALLED e-r THE LAND5CAFE CONTRACTOR 4. THE LANDSCAPE ARCHITECT SHALL RETAIN THE OFTION TO TACi 60XED TREE MATERIAL AT A WHOLESALE NURSERY OF ;Hl5 CHOICE AFTER THE 610 HA5 6EEN AUJA~ED. !lo. FLANJS 5HALL ee SU6JE. CT T01.INSFE~TION AND AFFROVAL eY THE LAND5CAFE ARCHITECT UFON DELIVERY TQ THE SITE. ' . 6. FLANT MATERIAL LOCATIONS ON THE FLANTINCi FLAN ARE AFFROXIMATE AND SHALL eE ADJUSTED ,45 DIRECTED 6Y THE 1.,AND5CAFE ARCHITECT. . ' 1. ALL Gl'<?OUND COVE1'<?5 SHALL, 6E FULLY ROOTED FLA.NT MATERIAL IN FLATS OR FOT5. . ! ' 8. 6UDS AND 6LOOM5 ON ALL FLANT5 r--fusT 6E PROTECTED AT ALL TIMES, INCLUDING TRANSPORTATION AND IN,5TALLATION. i ~-STAKE AND/OR CiUY ALL TREE5 A5 Dl1RECTED IN THE LEGEND AND FER THE DETAILS HEREON. 112) TREE5 AND 5HRU6S SHALL eE SHAPED.AND FRUNED DURING THE MAINTENANCE FERIOD ONLY A5 DI.RECTED 6Y THE LAND5CAFE Al'<?CHITECT. 11 THE CONTRACTOR 5HALL GUARANTEE 5HRU65, GROUND COVE1'<?5 AND FERENNIAL5 FOR A FERIOD OF THREE MONTHS AND TREE5 FOR ONE YEAR FROM DATE OF FINAL ACCEFT ANCE. REMARK& 24' O.C., FULL FLAT&, WELL ROOTED, GOOD COLOR REMARK& GENEERAL NOTES I. OUNER UJILL ee RE5FON516LE FOR THE LONG TEF<M PROJECT MAINTENANCE. II\ AS IX/tr . • ' ' ; ' ' I ' CATE INITIAL ! DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION I 0-ni~ APPROVAL I ! FERTILIZER T AE3LET SCl-1EPULE (4) 1 GRAM TA6LETS FER 6' eox SIZE ( 4) 1 GRAM T AeLETS FER FOOT OF FALM TRUNK (I&) 1 GRAM TA6LET5 FER l!lo GALLON CONTAINER (8) 1 GRAM TA6LET5 FER !lo GALLON CONTAINER (3) 1 GRAM T A6LET5 FER I GALLON CONTAINER (I) 1 GRAM TA6LET5 FER 6' FOT, FONY FAI<, LINER OR GROUNDCOVER FLANT DATE INITIAL CllY APPROVAL LA NERI LANDSCAPE ARCHITECTURE 401 VIA DD.~• U..IOLL.ACA 92037 Ta..8Bl-l080 P'llllll tlll20III www.-.... .... L3.1 "AS BUILT" _ /41/,R/4; &~1,nr. .9-1,r~/4 RCE 2!9l7' EXP, 3.-="l•l-. DATE REVIEIJED BY• INSPECTOR DATE C::J CITY OF CARLSBAD SHEETS I~~ 9 ENGINEERING DEPARTMENT PLANTING SCHEDULE & NOTES CARLSBAD CITY LIBRARY LEARNING C"'.ENTER APPROVEu;:: WILLIAM E~MER ~ -.;, ~. ~016-~ '.:2-,,.. ,,,(. DEPUTY CITY ENGINEER PE#: 28178 EXP: 03-31-08 DATE I I DRAWING NO. OWN BY: DIS, TT PROJECT NO. CHKD BY: '"' RVWD BY: JS 4001 434-5 ' ) ------6AANCl-l LOOF& (3X 6AANCl-l DIAMETEl'V NO. 1'2) GAUGE GALVANIZED WIRE WITl-l ~eeER l-4061! C0\.'1:!R (3 REQUIRED) f (-~:-------=== T~E TFi!JNI< ll ----------,, LONG x 1n· DIA ecl-l 4" FYC I 1nx WIDTl-l OF ROOT6ALL --------~11-1:l OVER OOY WI~& (3 f'aEQ.'D) ~--ROOT 6ALL (ROOT CROUN TO eE I' AOOV!! FINl&l-l GAADE) ,---WATERll-i:l 6A&IN (P<!MOYe Wl-lEN IRRIGATION I& OFEAAeLE) . GALVANIZED &TEEL T\JRN6UCKLE& \A.--&'X&'Xl6' CONC. eLOCK D!ADMAN I&' (MINJ 61:LOII/ GRADE -------FE~TILIZER TAeLET& <&EE &cl-lEDULE) 6ACK FILL MIX ROOT6AL DEFTl-l ,x ,,,----REMOVc NURSERY er AKE AND SPREAD VINE: ON ADJACE:NT 51JRFACE:. ATT ACl-l TO 51JRFACE: WITl-l REQUIRED FA5TENE:R5 ----ADJACE:NT 51JRFACE: ~---eer Fi:OOT6ALL I' A60Vc FINl51-l G!Fi:ADE: ~-& ' 1-llGil-l WATE:RINa. 6A51N REMOVc Wi-lE:N IRRIGATION 15 OFE:Fi:A6LE: -±±rr~-6ACl<FILL MIX -------SCARIFY 5\.lr<FAcee OF PLANTING, FIT EXISTING, 501L Fi:OOT6ALL DIAMETEFi: EQ.JAL FLAN VIEW ~-----GROUNDCOVER FLANT/FLUG ~-----6ROUNDCOVER FLANT/FLU6 (SEE LE6END FOR SFACIN6) ~---FINISH 6Fi:ADE I I_I I 111-I <tt H!Fr!c~~~-6ACKFILL OOIL == -t:;;~::!~~·:~1;· -~~~ , 11 , 11 111 1 i ;1 m 1':--1 =_1-----AMENDED SOIL ' 1• ' '' FERTILIZER TABLET TREE PLANTING W/ GUYING 5ECTION NOT TO SCALE 0 VINE PLANTING 5ECTION NOT TO SCALE C GROUND COVER PLANTING 5ECTION NOT TO SCALE I---' 2X WIDTH OF ROOT6AL,.L rr CINCH TIES ( 4 REQUIRED) IN FIGUF<E 8 CONFl6UF<:ATION. NAIL TO STAKE VIA 2' C:!ALVANIZED ROOFIN6 NAILS. Ii:!!>' LON6 X 2' DIA. LOD6E FOLE FINE TF<EE STAKES (2 F<EQUIRED) SET 24' INTO 6Fi:ADE ON SIDES OF ROOT6ALL TF<EE TF<UNK ROOT SALL (ROOT CROWN TO 6E I' A60VE FINISH 6Fi:ADE) WATERIN6 6ASIN 4' ABOVE FINISH GF<:ADE F<EMOVE ONCE IRR16ATION 15 OFEF<:A6LE FINISH 6Fi:ADE I' MULCH LAYER 6ACK FILL MIX FERTILIZER TA6LET5 (5EE SCHEDULE) D TREE PLANTING DETAIL 5ECTION ✓GAADEAT &LOPE DEFTl-l OF ROOT eALL ~---FE~TILIZER TA6LET& <&EE &cl-lEDULE) ~---ROOT CROIJ.N OI' 61-l~ I' Aeove FINl&l-l GAADE ~---MULCl-l ~--11/ATERll-i:l 6A61N -I' AeOYE FINl&l-l GAADE 6f<l!AKDOUN AFTER 11/ATERll-i:l ,~11c===ROOT eALL :;;J: &cARIFY SIDE& OF PLANTING FIT ml~:¥-----6ACKl'ILL MIX TWO TIME& 11/IDTl-l OI' ROOT eALL WATER $ETTL! FRIOR TO &ETTll-i:l 61-lf<!Je NOT TO SCALE . "' 5FECIFIED FALM TRUNK HEIGHT r NATU~L F16ER OR FOL YFROFYLENE TWINE A. PROVIDE WHEN 5FECIFIED IN FLANT MATERIAL SCHEDULE:. 6. CUT TWINE AT END OF MAINTENANCE FE:RIOO. I' LAYER OF MULCH ROOT 6ALL (ROOT CRO\I.N TO 6E I' A60VE FINISH C.~DE) WATE:RINC. 6A51N 6REAKDOWN AFTE:R WATERING MULCH------. .. , .. , r, ,,_,. .. ,;"a••~ >•"r:••,r •1•~~.:io' .... .,. ,•:;,•} •.~~,::I•. '.,'Jo" A 2X WIDTH OF ROOT6ALL 1-F_A-'-L_M_TR-'--'-E'-E-'F_L_A_N_T_IN_G_D_E_T_A--'IL _____________ (p\ RAISED PLANTER 5E:CTION NOT TO OCALE V FINl&l-l GAADE • LAUN AREA TOF OF FAYING EPOXY TO FACE OF FAYING --'1<-------,-L~::,,-"'_:-,::-_::-__ -COMPACTED . ~ ' . N $U6GAADE ,,.------ROOT 6A!'<RIER-LENGTl-l FER FLAN 11, /l.S P.ll/lT 5f-lRUB FLANTING DETAIL SECTION NOT TO SCALE 0 ROOT BARRIER SEcr:oN NOT TO SCALE: DATE INITIAL REVISION DESCRIPTION ENGINEER Oi' WORK DATE ,,-----IRRIGATICN ___.---POQOTDAU. ,,.------FIL TEA fAeRIC ,,.------%' GRAYEL ,,.------Al'1ENDEP TOP&OIL _,,.--l"UNTER Ol"EN!Jo;:) AT LOW ENO _,,.--FINleM euRfACe • PAY~ eaow NOT ro e(:ALE ' ' :N LA NERI LANDSCAPI!: ARCHITECTURE 401 V1A. DII..Nolln:• LA.JoUACA. uo:17 Ta.Ml 11992080 P'.U898 IN20II www . .....,._COMI II AS BUILT" ,d'L".7~: C: ~~--l • RCE 2917&. EXP, ;?-3l • l'Zr- REVIEVED BY• INSPECTOR L3.2 9-,<r-/() DATE DATE ~ CITY OF CARLSBAD SHEETS ,~~ 0 ENGINEERING DEPAR™ENT PLANTING DETAILS CARLSBAD CITY LIBRARY LEARNING CENTER ~:L~M ~,E,R2 ,___, ~-~-t16 OEPUlY CllY ENGINEER PE#: 28176 EXP: 03-31-06 OATE DWN BY: DK 1T PROJECT NO. INITIAL DATE INITIAL CHKD BY: JN 011-lER APPROVAL aTY APPROVAL RV'Ml BY: JN I 4001 I DRA'NING NO. 434-5 · 060806 I I f""-'-+-----·----~•L.._ ______ .u_lJ_J __ l_J __ L_~I_' __ ~) ___ I I ,:::. ' " .. w ..• ~ t) ~ <( / ~, _,J N CL ~ ~ I ·, <( '•,v/ / ~ ~ w / ,/ a::: (', :) ~ w w . ~ N v ~I , - ",._ i, ~ ',_,_,,, - I -- I - I= fu ... "' I V CV' " -- ' " •. • ~-l. f I-" ,· . ' / ' ' , \ ' r;· •· / ' ~-\ " ' ' . / ' ; ' ·~-1----',,-I •. / .. £:! ;; i,. ~N ' ' . . __ _,,_., , \ ,. I/ , .. I A It \ . --.. "· \,.:. t f --~-\ '>·•·· •. -A-- I = = = = = = = = = = = = ,, = •/• F ••••••• • II • ; . ' / r/ 11 • <:' / - 0 , >L... >,- I , }J I I ~ I - n ...---ELECTRICAL COIDUIT CONC~Tf! ORM~ WALL 0 LOW VOLT AGE TRANSFORMER ELEVATIG>I NOT TO l!CAL! ., ~~ ~ I [L I ' . I ' Tl .......-------COl+IECT TO CONDUIT eu.EEP ll.HTH o / TAHPER-Pfl'XJP SCFEW& ;· ... , .,..---C01DU1T&u.eEP / -caNCl<E"Te FEDE&T AL l!MTH Ir.I' RADIU& . . TOP ED<>I! AND &LOPl!SD TO!" ,· . ..... . FINl&I-IED GRAD!. · • .. .Ill= " ; ·•~ 11i'1 ill1 .••. kl± ;:;::;i •.. ·• • _I I 111 . =II • .;. _ -II ... DIA 5FOT LIC:sHT-FEDE&TAL MOUNT $ECTIG>I NOT TO ecAL! I I I .. • ?;..,-...... I \ . I I l'\N'"H° ____ i BCAL.Eo f•20' GENER.AL LOW-VOLT.AGE LIGl-lTING NOTES I. CONTRACTOR SHALL SUF'F'L Y AND INSTALL A LOUJ VOLTAGE (12v) LANDSCAF'E LIC:sHTINC:s SYSTEM UJHICH INCLUDES THE FIXTURES SF'ECIFIED ON THE LIC:sHTING EQUIF'MENT SCHEDULE, LOUJ VOLT AGE TRANSFORl'1ERS, DIRECT BURIAL CA6LE AND ALL NECESSARY COMF'ONENTS AND ACCESSORIES REQUIRED TO COMF'LETE THE LAYOUT AS SHOUN ON THE LIC.HTING LAYOUT F'LAN. 2. THIS LAYOUT 15 DIAGRAMMATIC AND 15 INTENDED TO SHOUJ GENERAL FIXTURE LOCATIONS AND UTILITIES. LINE VOLT AGE (1212)v) IS NOT A FART OF THIS FLAN 6UT SHALL 6E INSTALLED 6Y A LICENSED ELECTRICIAN AS REQUIRED TO F'ROVIDE THE NECESSARY FOWER TO THE TRANSFORMERS SHOUN FROM A MASTER CONTROL SYSTEM. 3. ALL UJORJ< SHALL COMF'L Y UJITH THE UNIFORM 6UILDING CODE, CALIFORNIA ELECTRICAL CODE TITLE e, AND ALL LOCAL CODES AND ORDINANCES. CONTRACTOR SHALL F'OSSESS ALL NECESSARY LICENSES TO COMPLETE DESCRl6ED UJORJ< AND SHALL CARRY C.ENERAL LIA6ILITY AND UJORJ<ER'S COMF'ENSATION INSURANCE. CONTRACTOR SHALL 06T AIN ALL NECESSARY F'ERMITS TO COMF'LETE THE UJORJ< DEOCRl6ED. 4. CONTRACTOR SHALL VERIFY SITE MEASUREMENTS, C.RADES, EXISTING CHASE LINE SLEEVES, EXISTING PLANT LOCATIONS AND EXISTING UTILITIES, EQUIF'MENT AND SWITCHING CONTROLS. !:>. CA6LE LAYOUT SHOUN ON F'LAN 15 FOR FIXTURE GROUF'ING C-,~L Y. CA6LE SHALL 6E CIRCUITED AND SIZED TO F'ROVIDE A MINIMUM OF I12).S VOL TS AND A MAXIMUM OF II.!:> VOL TS TO ALL LIC.HTING FIXTURES. CA6LE SHALL 6E MULTI-STRANDED DIRECr BURIAL CA6LE, e GAUGE MINIMUM. INSTALL CA6LE e· DEEP MINIMUM, ALONG THE EDGE OF PATHS AND CUR6S UJHERE FOSSl6LE. CONTRACTOR SHALL INSTALL I' F'VC CHASE LINE SLEEVES UJITH SUJEEF' CORNERS FOR ANY CA6LE RUN UNDER HARDSCAFE OR UJALLS. ALL UJIRE JUNCTIONS SHALL 6E MADE UJITH AFFROVED, FULLY ENCAPSULATED UJATERFROOF CONNECTORS RATED FOR DIRECT 6URIAL. T AF'ED CONNECTIONS UJILL 6E REJECTED. LIGI--ITING EQUIPMENT LEGEND ~-ALL TREE CA6LE SHALL 6E 14 C.AUGE, CONCEALED FROM FRIMARY VIEUJ AND INSTALLED FER THE DETAILED DRAUJINC.S. TREE: CA6Lc SHALL 6E 6LACK, LOUJ VOLT AGE TUJO CONDUCTOR AND SHALL 6E SECURED 6Y NYLON C-CLIF'S AND A &INC.LE: STAINLESS STEEL SCREUJ. STAFLE:S UJILL 61: REJECTED. LEAVE A SLIC.HT SLACK IN TREE CA6LE. MAKE CONNECTIONS IN J-60XES OR UJITH UJIRE NUTS F'OINTING UF. LIC.HTL Y 5F'RAY UJIRE NUTS AND CA6LE UJITH FRIME:R C.RE:Y FAINT. 1. VERIFY ALL FIXTURE: LOCATIONS UJITH LANDSCAF'c ARCHITECT FRIOR TO INSTALLATION. e. CONTRACTOR SHALL SCHEDULE A DUSK MEETINC. UJITH rHE OUJNER AND THE: LANDSCAPE: ARCHITECT TO TEST AND AIM Al..L LIC.HTING EQUIF'MENT TO THE SATISFACTION OF THE ou..NER ~-UFON COMFLE:TION AND ACCE:FT ANCE OF THE LOUJ VOLTAGE LIC.HTING SYSTEM 6Y Tl-IE OUNER, THE CONTRACTOR SHALL FROVIDE A (I) YE:AR C.UARANTEE FOR THE FREE LA60R AND REF'LACEMENT OF ALL LIC.HTING EQUIF'MENT lfZJ.FRIOR TO RELE:Aee OF FINAL F'AYMl:NT THI: CONTRACTOR SHALL F'REFARE, AT NO ADDITIONAL COST, A COMFLE:Te AND REF'RODUCl6Lc DRAWING OF THE SYSTEM LAYOUT AS IT UJAS ACTUALLY INSTALLED. LOCATION OF CA6Lc RUNS SHALL 6E DIMENSIONE:D FROM THE NEAREST FAVE:D E:DC.E OR UJALL. KEY NOTES ~ LOW VOLTAGE: LIC.HTING TRANSFORME:R TO 6E WAl..L MOUNTED INSIDE THE 6UILDINC.5 UTILITY CLOSET. REFER TO DETAIL 'A' THIS SHE:E:T. <@) FROVIDE II12)V, l!:>A, DEDICATED CIRCUIT FOR TRANSFORME:R SYMOOL MFR MODEL DEOC~IFTIONtMOUNTING NOTES DETAIL ~ 0 --"Vv-- -------- Vl&TAFRO OUTDOOR c.R-nn-e-FTH-HL ll!:>W &POT LIC.HT, &T Al<& MO.INT LIGHTING l'X LUMINAIFII! FX·6'1>0•T 60.e>W TFIANllFOf'l"IE~ UV TIMER IJ.E&TWIFII! DIRECT l:IURIAL WIFII! lil-2-Dl:I 4 1-4-2-Dl:I PACIFIC IJ.E&TEFIN 6CH ~ PVC &LEEV!i PIFE OR EQUAL ... 11\ nfJ rll/LT DATE INITIAL DATE DIRECT l:IUFIIAL e MO.NT ON PACI! Of' WALL A uel! SI Wll'S IN GROUND, 1-4 Wll'S Al:IOYI! GFIOIN:) -uel! 'DFll-eFI.IC!!' D& 4"" CONNECTOFl6 2' MINIM.M INITIAL DATE INITIAL . LA NERI LANDSCAPE ARCHITECTURE 401 VtAD& Norrm• LA Jou.A.CA.82037 Ta BIii 41!11 aoao P'.U: 81!1■ IN i201 I WWW.NDILA.COII II AS BUILT" L4.0 U~&, ~f ~.,,, za:,c • 9-t.,~-/d RCE '29l7~ EXP. 3-2.~t.-Z... DATE REVIE\.IED BY• INSPECTOR DATE ~ CITY OF CARLSBAD SHEETS 14¼t: 1 ENGINEERING DEPARTMENT LANDSCAPE LIGHTING CARLSBAD CITY LIBRARY LEARNING CENTER ~1V~JY: ~ILL~ E._el-U MER ~ -. ., ,.,,, 2-4,-(2, -DEPUTY CITY ENGINEER • PE, : 28176 EXP: 03-31-06 DATE DWN BY: P< TT PROJECT NO. CHKD BY: ON ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL aTY APPROVAL RVWO BY: ;N I 4001 I DRAWING NO. 434-5 ) I ·, -''" '. ·--.. A (s @) " • " ~ 0 ~ " CD~F.O.W. -+ t- -11--□ □ □ Cir- ~- _[I •.. )!. ... fi ·.·· . Cb <.! ~'i;J ~B ... Q @ (o • 0 " f- l Cl) (E) F (G jl " " 0 0 " " ·.o. ... - .• . _,_: . f I (1o'FOS ®=c__J·o.s. SC j1 " " 0 0 " " (~ @) F l . \1 < (H) (J (K (0 (M) ~r " ~ " ~1 0 0 " Q " ~ I ~--~ A □ □---CLCCD " " 0 ~ " ® CD ·' .. · .. . . . :-.. .. -: .. -· i.- . . . -.... -. ; -•· . .. ..... = --- 9 Cl " 0 " L SC □ □ □ " ~ M GROUND LEVEL FINISH PLAN SCALE: 118" = 1 '-0" -~ -~ -~ -~ F.0.S. 10 --" --~·o.s. {,O.S. 1 E) nor I h 111\ "S tJU/l T DATE INITIAL FINISH CODES @) 36" x 36' CONSTANTINE COMMERCIAL CARPET TILES 'PRECISION LOC' C204Q42, FULL SCALE ® 16" x 16" DAL TILE NATURAL SLATE, 'CALIFORNIA GOLD' S700 ® 24" x 24' NORA RUBBER TILE, 2MM THICK, NORAPLAN PLUS 'GRAVEL' 1844 ® 24" x 24" EXPANKO RECYCLED RUBBER TILE, 4MM THICK, REZTEK "CASINO" ® DUNN EDWARDS 'JUST PEACHY' DE5284, FLAT FINISH ® DUNN EDWARDS 'LEAF BUD' DE5514, FLAT FINISH @ DUNN EDWARDS 'GULF STREAM' DE5759 FLAT FINISH @ DUNN EDWARDS 'NOMADIC TAUPE' DE6192, FLAT FINISH @ DUNN EDWARDS 'LEAD GLASS' DEW332, FLAT FINISH @ DAL TILE NATURAL HUES "AEGEAN" QH41, 3' x 6" CERAMIC TILES ® DAL TILE NATURAL HUES "IVORY" QH24, 3" x 6" CERAMIC TILES (§) DAL TILE NATURAL HUES "REAL TEAL" QH66, 3" x 6" CERAMIC TILES ® DAL TILE NATURAL HUES "SWEET PEA" QH28, 3' x 6" CERAMIC TILES ® DAL TILE NATURAL HUES "PINE" QH64, 3" x 6" CERAMIC TILES ® DAL TILE NATURAL HUES "REAL TEAL" QH64, 12" x 12" CERAMIC TILES, ABRASIVE SURFACE ® DAL TILE NATURAL HUES "PINE" QH64, 12" x 12" CERAMIC TILES, ABRASIVE SURFACE ® DAL TILE SEMI-GLOSS "WHITE" K101, 4 112" x 4 112" CERAMIC TILES @ 4" ROPPE COVED RUBBER BASE P146 "TURQUOISE' @ FRY REGLET 518" x 2" Z REVEAL MOLDING ® SEALED CONCRETE @ WILSONART PLASTIC LAMINATE 'SATIN OXIDE' 4832-07, MATTE FINISH ® WILSONART PLASTIC LAMINATE 'GOLD EV' 4816-60, MATTE FINISH @ WILSONART PLASTIC LAMINATE 'WHITE SAND' D403-60, MATTE FINISH @ FORMICA PLASTIC LAMINATE 'BELUGA' 3697-58, MATTE FINISH ® FIBERGLASS REINFORCED PLASTIC @ AVONITE SOLID SURFACING, STUDIO COLLECTION 'SKY GLASS' K3-8465, 112" THICK; ROUNDOVER DROP EDGE, 114" RADIUS @) DUPONT CORIAN SOLID SURFACING 'FOSSIL', 112' THICK, SEMIGLOSS ® 3-FORM RESIN PANEL, VARIA SYSTEM 'COURIER' WITH PATINA FINISHES ON BOTH SIDES, 112' THICK ® 24' FINE-GRAINED, HOMOGENEOUS NATURAL CORK TACK BOARD, 7132" THICK ® MEMERASE FLEXABLE DRY ERASE MARKERBOARD, WITH CHALK TRAY AND UPPER CORK TACKBOARD RAIL ® STAINLESS STEEL TOILET COMPARTMENTS, NO. 4 FINISH @) PL YBOO BAMBOO PLYWOOD, 314" EDGE GRAIN SOLID, "AMBER" DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL SHEET GENERAL NOTES 1. THREE COPIES OF FIRE CERTIFICATION CERTIFICATES ARE TO BE ORDERED FOR ALL FINISH MATERIALS AND TURNED OVER TO THE OWNER AT THE END OF THE PROJECT. ONE SET TO THE OWNER, AND ONE SET TO MANUEL ONCINA ARCHITECTS. 2. FLOORING MATERIAL TRANSITIONS ARE TO BE AT THE CENTER LINE OF DOOR, UNLESS OTHERWISE NOTED ON DRAWINGS. TRANSITIONS 1. CARPET/ CERAMIC TILE: SEE DETAL 14/A18.1 2. CARPET/ SLATE TILE: SEE DETAL 17/A18.1 3. CARPET/ RUBBER TILE: SEE DETAL 19/A18.1 4. CERAMIC TILE/ SLATE TILE: SEE OETAL 20/A18.1 5. RUBBER TILE/ SLATE TILE AT DOOR 101: SEE DETAL 13/A18.0 6. CARPET / RUBBER TILE AT DOOR, TYP: SEE DETAL 15/A18.1 SYMBOLS LEGEND ===.wcc 12" x 12" DAL TILE NATURAL -t+cH4-e++.+ .... HUES CERAMIC TILE, ABRASIVE -FF¼t±±£.±SURFACE cc.+~~'c'-+-36" x 36" CONSTANTINE COMMERCIAL CARPET TILES -+---1-+ 'PRECISION LOC' C204Q42, FULL SCALE -+-+-+-+-1-+-16" x 16" DAL TILE NATURAL -+-+-+-'-,_,_ SLATE, 'CALIFORNIA GOLD' -+-+-+-'-,_,_ S700 ;1;:,;:,;:,;;1;;, 24" X 24" NORA RUBBER TILE, :;1:;1:;,:;,:;,:: NORAPLAN PLUS, "GRAVEL" 1/1/'1:1,:11/1/ 1844, 2MM THICK / :(1 ::1 :(1 ::1 /(1; '24" X 24" EXPANKO RECYCLED · RUBBER TILE "CASINO", 4MM THICK ••. ,. • . • SEALED CONCRETE .. • • • ,1.· ' : .• . ,I ·•. • . ., · .. MANUEL ONCINA ARCHITECTS INC. ARCHITECTURE PLANNING INTERIORS 5711 la Jolla Blvd. La Jolla, CA 92037 858/459-1221 TL 858/459-1214 FX lnquiries@oncinaarc.com "AS BUILT" ~. r: W,~ RCE '2/Jt.7, EXP, 3.-3l• l2 REVIEIJED BY, INSPECTOR F1 .0 9-t~•/l'J DATE DATE ~ CITY OF CARLSBAD SHEETS 1~7!44" 2 ENGINEERING DEPARTMENT GROUND LEVEL FINISH PLAN CARLSBAD CITY LIBRARY LEARNING CENTER AP~BY: WILL~~'LUMMER ,/ti/A ¼ 4 . 7 't 2-6-ll, DEPUTY CITY ENGINEER PE#: 28176 EXP: 03-31-06 DATE OWN BY: BMIAW I PROJECT NO. I DRAWING NO. CHKD BY: PB RVWD BY: MO 4001 434-5 I- (A (s .; .; 0 0 • • I ~-----1 t CD=--- @OS_ (9CLC~ _ c~ - ~ 0~ ~--- ~-- 10 F.O.S. .· ·1 . . . . -I~ • 0 D ~ ~ • .... . . -. •. -' : -" ,--.• :" d ·. • • . . .·.. . •• · <I . i -.•. -·:.i.· . • ·a -~-: ,,•., •.• ··. • • '! . ~--7~ ... 11 F.O.v-------+_· --~='=•=•:::::::::::•5:·':::· ::::-=· :::::::::::::-::!:~:::' ::::!. =· ::!• ::::·::::!::~:::::!:~~· •;!:·::::,· -~~··=·==·· ~=· .. ::::!. :::!J ~--, ~ (~ Cb ~, A ® ~Xftf<TOR '3Cl,/fOUI,t:·· (E ~ u u a u ~ (, ,<\l.-L teXfel"lOfl W!U-i:!Af'lt 10 't'I t-Xl"O~UCC<l~ZB~ '9/lN.V< :-~,Af'~~AP1.Nr~. _____ :=:_: . -·--- 1,: ,A!rf.. WINVQft.l fBA-H ~5.AF~ fQ t!>tAN0rl/1W&U/1{NU M; . -=---MtOJUH-f}flG?tl1-~ flNJ'Z1H-, -•··. --.-.:==~ : ::.:= •·· . .[ AU:.~Log2LJWHW~~M~~f'[~J.J."CN~rl~lN& i=--:.-.wm ;, a~i;e11~ ~~ NO(JW: · . _ _ --=-: -·• 1..: Jtk JIAN!JJtAl /AJ Jf(eMo~JtW J.UiN 1"1Uf{; Ht/7JUM ~fbNm ; fJN!~lt _ _ -. . .. . ~ -. i ~1,p.-re 111& 1N ~1tF1ott.ecNr~r ,'\f'MJ'2 O>J;fli&,"'-7 tcJ" 0 · r-·-::'/&IYd~NIA. (?(}L--V..· -.·:.·. :-.·-:::·· :: :.:~:__ ....... ·_.. -· . ····•··. I . F "' 0 " s 0 • 0 ~.:.:::: 'it,)lf ti"! Qf( ki5U Y~)i;iM.l?.11/UPAW 11 !Hf.J M, M w I() H' fif<OY'{;,J,f ! =--flfJ \&';>J{ . . . . . . . -_ ~ ·: _ 1,. • .. ~x1~/0/C'~tMAMICftt-e, //( t?fllNl<//lfG fOUN1AINAftll,/f!~ .. --_ _ _____ _ ·.• --J..lll[W ON A~/ J¥004. .. .. . ··• .. ..... ... ..... --. -- ----· ----· ----·~ t~- G ~ 0 " ~ • G ~~~ 0 "' 0 " .. ~ . "....:,...-~ SL ----- ~ "' o. " • H J K ~ u (L ~r) -•.. "' 0 " . / .. ;--~ .. . . ,. . . 1·. \ . . . . . .. •'.. -•· d~ ·1 .-.. <lo -. -_·· -~. :· --·--~ __ FO{D ~CLCG) -~ ·tt----1 CT·7 --·:..:...:_·.:~· +H- . . . . . .. ·. -.-. . : .,._ ... ·l .; fl a 0 u " (K) L c~ -- -~ ~7) ~F.O.S. c~ -~~ --410 -~. 11 ~{OS 12 FINISH CODES @) 36" x 36" CONSTANTINE COMMERCIAL CARPET TILES 'PRECISION LOC' C204Q42, FULL SCALE ® 16" x 16" DAL TILE NATURAL SLATE, 'CALIFORNIA GOLD' S700 @ 24" x 24" NORA RUBBER TILE, 2MM THICK, NORAPLAN PLUS 'GRAVEL' 1844 @ 24" x 24" EXPANKO RECYCLED RUBBER TILE, 4MM THICK, REZTEK "CASINO" ® DUNN EDWARDS 'JUST PEACHY' DE5284, FLAT FINISH ® DUNN EDWARDS 'LEAF BUD' DE5514, FLAT FINISH ® DUNN EDWARDS 'GULF STREAM' DE5759 FLAT FINISH ® DUNN EDWARDS 'NOMADIC TAUPE' DE6192, FLAT FINISH @ DUNN EDWARDS 'LEAD GLASS' DEW332, FLAT FINISH @ DAL TILE NATURAL HUES "AEGEAN" QH41, 3" x 6" CERAMIC TILES ® DAL TILE NATURAL HUES "IVORY' QH24, 3" x 6" CERAMIC TILES @ DAL TILE NATURAL HUES "REAL TEAL" QH66, 3" x 6" CERAMIC TILES @ DAL TILE NATURAL HUES "SWEET PEA" QH28, 3" x 6" CERAMIC TILES ® DAL TILE NATURAL HUES "PINE" QH64, 3" x 6" CERAMIC TILES @ DAL TILE NATURAL HUES "REAL TEAL" QH64, 12" x 12" CERAMIC TILES, ABRASIVE SURFACE ® DAL TILE NATURAL HUES "PINE" QH64, 12" x 12" CERAMIC TILES, ABRASIVE SURFACE @ DAL TILE SEMI-GLOSS 'WHITE" K101, 4 112" x 4 112" CERAMIC TILES @ 4" ROPPE COVED RUBBER BASE P146 "TURQUOISE" @) FRY REGLET 5/8" x 2" Z REVEAL MOLDING ® SEALED CONCRETE ® WILSONART PLASTIC LAMINATE 'SATIN OXIDE' 4832-07, MATTE FINISH ® WILSONART PLASTIC LAMINATE 'GOLD EV' 4816-60, MATTE FINISH ® WILSONART PLASTIC LAMINATE 'WHITE SAND' D403-60, MATTE FINISH ® FORMICA PLASTIC LAMINATE 'BELUGA' 3697-58, MATTE FINISH @) FIBERGLASS REINFORCED PLASTIC @ AVONITE SOLID SURFACING, STUDIO COLLECTION 'SKY GLASS' K3-8465, 112" THICK; ROUNDOVER DROP EDGE, 1/4" RADIUS @ DUPONT CORIAN SOLID SURFACING 'FOSSIL', 112" THICK, SEMIGLOSS @) 3-FORM RESIN PANEL, VARIA SYSTEM 'COURIER' WITH PATINA FINISHES ON BOTH SIDES, 112" THICK @ 24" FINE-GRAINED, HOMOGENEOUS NATURAL CORK TACK BOARD, 7/32" THICK SHEET GENERAL NOTES 1. SEE SHEET 18.1 FOR ARCHITECTURAL FINISH SCHEDULE TRANSITIONS 1. CARPET/ CERAMIC TILE: SEE DETAL 12/A13.0 2. CARPET/ SLATE TILE: SEE DETAL 16/A18.1 3. CARPET/ RUBBER TILE AT DOOR, TYP: SEE DETAL 18/A18.1 SYMBOLS LEGEND c+H'clc+lf'+l12" x 12" DAL TILE NATURAL c+H'c1c+1c+1 HUES CERAMIC TILE, ABRASIVE ~-==SURFACE ~-1--.i~ 36" x 36" CONSTANTINE COMMERCIAL CARPET TILES --1--.i1--'PRECISION LOC' C204Q42, FULL SCALE -++-1-++-116" x 16" DAL TILE NATURAL -+-+.+-+-1-1 SLATE, 'CALIFORNIA GOLD' -++-l-++-+ S700 ".•··'" •, ' • SEALED CONCRETE · __ . -. . _. ·:·: ~--s -·. ~ .. .. MANUEL ONCINA ARCHITECTS INC. ARCHITECTURE PLANNING INTERIORS 5711 La Jolla Blvd. La Jolla, CA 92037 858/459-1221 TL 858/459-1214FX inquiries@oncinoarc.com UPPER LEVEL DIMENSION PLAN @ MEMERASE FLEXABLE DRY ERASE MARKERBOARD, WITH CHALK TRAY AND UPPER CORK TACKBOARD RAIL F1 .1 "AS BUILT" SCALE: 1 /8" = 1 '-0" nor I h 1/i'\ 119 0U/~T @ ® STAINLESS STEEL TOILET COMPARTMENTS, NO. 4 FINISH PLYBOO BAMBOO PL YWO◊D, 3/4" EDGE GRAIN SOLID, "A¥BER" I I RC, "2IJ/2~ EXP. 3-3/ -IZ DATE REV!Ew'ED BY• i INSPECTOR DA TE I, ~ CITY OF CARLSBAD SHEETS t-----11---1------------------+---+:-+--+-----ii---J 3 1~7< A,-ENGINEERING DEPARTMENT ,..,. DA TE INITIAL ' ENGINEER OF WORK REVISION DESCRIPTION : ;:========u=P==P==E==R=L=E=v=E=L====='===~ i I DA TE INlllAL DA TE INITIAL OTHER APPROVAL QTY APPROVAL FINISH PLAN CARLSBAD CITY LIBRARY LEARNING CENTER APPROVEO BY: WILLIA~MER 21«4-;. ,,-;~,n---. . z-~ -tM DEPUlY CllY ENGINEER PE#: 28176 EXP: 03-31-08 DATE DWN BY: BM/AW CHKD BY: ~"~-RVWD BY: MO PROJECT NO. 4001 I DRAWING NO. 434-5 / EAST STL I , -r ,, , , ,,, ' 17 7/~r:= , ~ ~ , ' L ~ ' t, -' 1/ 1/ 'ir-,---.----.. I i ¼'"'-' :,/ ;:;;: '-@ ,, -f' ½ , i -=t= ' , ' ,,, ''i" , ½' _! ~ r r ,, '--@ -r , T r T ? PT,,f.?"1 .. , , ~ ' t: ~j~• ~---rr "'le-} 1:· -' '--@ • -e'-~--, . . -" __;_, . ..:J r• rr . ' . _, ~ ~,L_ ¥'" 'T ½ / ' -, , T , ' .e----1---+ --, , , 7/f " -, ' . . . ' , c:::::J ' -. Oi;:J - l . - . . =r--., -• . ' ' ---,-D -1/ 1/ .,; I- , "'' ,. ~ ~ r -1-. h--(. 1 J 'r-1' ",,..-/ , . r • "-" . . , ---1:--,·-,, .. rr . T . . EAST SOUTH STL ~»;: :-v 7 I P-5 ' 'i/J ·---2-ty c/t» r ,-T - --~ , , , --ri: ,, 1 r I= ---f,y ---V I ' ,, I LJ ' ' ••• 11, • . I-. . ,. I I . . . ,, . . , "-' -/ ' r-, I I ' □ iW I/ .,__,, ,I _, , . ' . . "' •, _, __ □□ . . D .. --, . , , -,' I . ,, (2\ EAST SOUTH \E_2J/ -/. ' /' _,!_ __ _ --,--. EAST -' ]n / 5' -I~ I ., '! I \ -,, =-i i ) " < I I I D v'.' EAST SOUTH / ~0 4 • --,--- ,,~-'-;::'----.-- F--,--• •, ·' / < EJ / /__ SOUTH WEST NORTH • / \; - t 'V ROOM 102 -CUSTODIAL STORAGE SCALE: 1/4" = 1 '-0" w~ ' ' / -- 1/ / , - ~ □ ' / LJ . , !~ - T i--,-r -_J ;·-- " s- / / ----i LY 1/ /, '1 ,-e-_-•-7 -, .. ,, ,· , -.t·. J-t--. ~ _,,_ ,_._::.., J i-·-• --,._ --• WEST NORTH ' ' J ROOM 103 -WOMEN'S RESTROOM 1/ f,, ---P -' - --r--~ -~-1 --~ :'' __ , 1 / / \ / WEST / -• SCALE: 1/4" = 1 '-0" r-, I I I I NORTH ROOM 104 -MEN'S RESTROOM r e---7 7/" ' CT-3 ,: SCALE: 1/4" = 1'-0" , I I I --- " ,_. 'T I ' ,_ =, ,,_ ,_ \ , . ,_ / ~t: :::1 -·rf -h ' ,. SOUTH WEST ROOM 114 -UNISEX RESTROOM SCALE: 1 /4" = 1 '-0" °"-k§) \ I [J /I * j' / ,--1'<-__',____'j! \ ' t* I - . I r , > . / 'V WEST NORTH f~OOM 115 -KITCHEN AREA SCALE: 1/4" = 1'-0" DATE INl11AL ENGINEER OF WORK FINISH CODES @) ® ® ® ® @ @ @ @ @ @ (§) @) ® ® ® @) @ @) ® @ @ @ @ @) @ @ @ @ @ ® ® tl\A~ 0Ult,1 REVISION DESCRIPTION 36' x 36" CONSTANTINE COMMERCIAL CARPET TILES 'PRECISION LOC' C204Q42, FULL SCALE 16" x 16' DAL TILE NATURAL SLATE, 'CALIFORNIA GOLD' S700 24" x 24" NORA RUBBER TILE, 2MM THICK, NORAPLAN PLUS 'GRAVEL' 1844 24" x 24" EXPANKO RECYCLED RUBBER TILE, 4MM THICK, REZTEK "CASINO" DUNN EDWARDS 'JUST PEACHY' DE5284, FLAT FINISH DUNN EDWARDS 'LEAF BUD' DE5514, FLAT FINISH DUNN EDWARDS 'GULF STREAM' DE5759 FLAT FINISH DUNN EDWARDS 'NOMADIC TAUPE' DE6192, FLAT FINISH DUNN EDWARDS 'LEAD GLASS' DEW332, FLAT FINISH DAL TILE NATURAL HUES "AEGEAN" QH41, 3" x 6" CERAMIC TILES DAL TILE NATURAL HUES "IVORY" QH24, 3" x 6" CERAMIC TILES DAL TILE NATURAL HUES "REAL TEAL" QH66, 3" x 6" CERAMIC TILES DAL TILE NATURAL HUES "SWEET PEA" QH28, 3" x 6" CERAMIC TILES DAL TILE NATURAL HUES "PINE" QH64, 3" x 6" CERAMIC TILES DAL TILE NATURAL HUES "REAL TEAL" QH64, 12" x 12" CERAMIC TILES, ABRASIVE SURFACE DAL TILE NATURAL HUES "PINE" QH64, 12" x 12" CERAMIC TILES, ABRASIVE SURFACE DAL TILE SEMI-GLOSS ''WHITE" K101, 4 1/2" x 4 1/2" CERAMIC TILES 4" ROPPE COVED RUBBER BASE P146 "TURQUOISE" FRY REGLET 5/8" x 2" Z REVEAL MOLDING SEALED CONCRETE WILSONART PLASTIC LAMINATE 'SATIN OXIDE' 4832-07, MATTE FINISH WILSONART PLASTIC LAMINATE 'GOLD EV' 4816-60, MATTE FINISH WILSONART PLASTIC LAMINATE 'WHITE SAND' D403-60, MATTE FINISH FORMICA PLASTIC LAMINATE 'BELUGA' 3697-58, MATTE FINISH FIBERGLASS REINFORCED PLASTIC AVONITE SOLID SURFACING, STUDIO COLLECTION 'SKY GLASS' K3-8465, 1/2" THICK; ROUNDOVER DROP EDGE, 1/4' RADIUS DUPONT CORIAN SOLID SURFACING 'FOSSIL', 112" THICK, SEMIGLOSS 3-FORM RESIN PANEL, VARIA SYSTEM 'COURIER' WITH PATINA FINISHES ON BOTH SIDES, 1/2" THICK 24" FINE-GRAINED, HOMOGENEOUS NATURAL CORK TACK BOARD, 7/32" THICK MEMERASE FLEXABLE DRY ERASE MARKERBOARD, WITH CHALK TRAY AND UPPER CORK TACKBOARD RAIL STAINLESS STEEL TOILET COMPARTMENTS, NO, 4 FINISH PLYBOO BAMBOO PLYWOOD, 3/4" EDGE GRAIN SOLID, "AMBER" DATE IN111AL DATE INITIAL 011-lER APPROVAL ClTY APPROVAL MANUEL ONCINA ARCHITECTS INC, ARCHITECTURE PLANNING INTERIORS 5711 La Jolla Blvd. La Jolla, CA 92037 858/459-1221 Tl 858/459-1214FX 1nqulrles@oncinaarc.com 11 AS BUIL T 11 /,tZ~,i,; c;, g_~ RCF "Zl}J]' EXP, 3•31.•L2 • REV!Ew'ED BYt INSPECTOR F2.0 !J.-t'.S".~L<'- DATE DATE w CITY OF CARLSBAD SHEETS N7t4,f 4 ENGINEERING DEPARTMENT INT. FINISH ELEVATIONS CARLSBAD CITY LIBRARY LEARNING CENTER APPROVED BY: WILLIAM~MER ~~,,;,..,,-; ·?-:-2--1. .,JE, DEPU'IY CITY ENGINEER PE#: 28176 EXP: 03·31-06 DATE DWN BY: BMiAW I PROJECT NO, I DRAWING NO, CHKD BY: Pa 4001 RVWD BY: MO 434-5 ) 060806 @ □ EAST EAST -""/-;:,;~ -~ Wcj'.'/,-1'7? b ;,;c: ,. %. • f.;,Ci½ ,,, / ½" -~t 17;0 7 a· / ,,_ . R . .. . 1/, =:i .~ ---1-~ ::;: T ui;:J -=f . □ -' , -. ' . ... ' ; I• \. j SOUTH SOUTH \OPEN \ \ \ I \\ EAST OPEN ✓ \ I \ \ I \I x . \ I / \ \ I \ \ EAST ,-@-- • / WEST NORTH ROOM 203 -MEN'S RESTROOM SCALE: 1/4" = 1'-0" 1/Z1/, / -------. WEST NORTH ROOM 204 -WOMEN'S RESTROOM SCALE: 1/4" = 1 '-0" I ~ I\. I . . . \ C5UCIU<::I -\ ' ~ I -I I EAST SOUTH WEST NORTH ROOM 231 -JANITOR'S CLOSET SCALE: 1/4" = 1 '-0" ®' \ \PE~/ ' I 'y !\ I , ' \ / \ SOUTH --• · WEST NORTH ROOM 124 -LOWER ELEVATOR LOBBY SOUTH WEST SCALE: 1/4" = 1'-0" \ OPEN/ \ I \ ; ' I x ; •. I \ I \ ' \ NORTH ROOM 230 -UPPER ELEVATOR LOBBY SCALE: 1 /4" = 1 '-0" ' . DATE INITIAL ENGINEER OF WORK FINISH CODES @ @ ® ® ® @ @ ® @ @ ® (§) ® @ @ ® (§) @ @ ® @ @ @ @ ® @) @ ® ® @) @ ® 11\ Aro "-'UII,,. REVISION DESCRIPTION 36" x 36" CONSTANTINE COMMERCIAL CARPET TILES 'PRECISION LOC' C204Q42, FULL SCALE 16" x 16" DAL TILE NATURAL SLATE, 'CALIFORNIA GOLD' 3700 24" x 24" NORA RUBBER TILE, 2MM THICK, NORAPLAN PLUS 'GRAVEL' 1844 24" x 24" EXPANKO RECYCLED RUBBER TILE, 4MM THICK, REZTEK "CASINO" DUNN EDWARDS 'JUST PEACHY' DE5284, FLAT FINISH DUNN EDWARDS 'LEAF BUD' DE5514, FLAT FINISH DUNN EDWARDS 'GULF STREAM' DE5759 FLAT FINISH DUNN EDWARDS 'NOMADIC TAUPE' DE6192, FLAT FINISH DUNN EDWARDS 'LEAD GLASS' DEW332, FLAT FINISH DAL TILE NATURAL HUES "AEGEAN" QH41, 3" x 6" CERAMIC TILES DAL TILE NATURAL HUES "IVORY" QH24, 3" x 6" CERAMIC TILES DAL TILE NATURAL HUES "REAL TEAL" QH66, 3" x 6" CERAMIC TILES DAL TILE NATURAL HUES "SWEET PEA" QH28, 3" x 6" CERAMIC TILES DAL TILE NATURAL HUES "PINE" QH64, 3" x 6" CERAMIC TILES DALTILE NATURAL HUES "REAL TEAL" QH64, 12" x 12" CERAMIC TILES, ABRASIVE SURFACE DAL TILE NATURAL HUES "PINE" QH64, 12" x 12" CERAMIC TILES, ABRASIVE SURFACE DALTILE SEMI-GLOSS "WHITE" K101, 4 112" x 4 112" CERAMIC TILES 4" ROPPE COVED RUBBER BASE P146 "TURQUOISE' FRY REGLET 5/8" x 2" Z REVEAL MOLDING SEALED CONCRETE WILSONART PLASTIC LAMINATE 'SATIN OXIDE' 4832-07, MATTE FINISH WILSONART PLASTIC LAMINATE 'GOLD EV' 4816-60, MATTE FINISH WILSONART PLASTIC LAMINATE 'WHITE SAND' 0403-60, MATTE FINISH FORMICA PLASTIC LAMINATE 'BELUGA' 3697-58, MATTE FINISH FIBERGLASS REINFORCED PLASTIC AVONITE SOLID SURFACING, STUDIO COLLECTION 'SKY GLASS' K3-8465, 112" THICK; ROUNDOVER DROP EDGE, 1/4" RADIUS DUPONT CORIAN SOLID SURFACING 'FOSSIL', 112" THICK, SEMIGLOSS 3-FORM RESIN PANEL, VARIASYSTEM 'COURIER' WITH PATINA FINISHES ON BOTH SIDES, 112" THICK 24" FINE-GRAINED, HOMOGENEOUS NATURAL CORK TACK BOARD, 7132" THICK MEMERASE FLEXABLE DRY ERASE MARKERBOARD, WITH CHALK TRAY AND UPPER CORK TACKBOARD RAIL STAINLESS STEEL TOILET COMPARTMENTS, NO. 4 FINISH PL YBOO BAMBOO PLYWOOD, 3/4" EDGE GRAIN SOLID, "AMBER" DAT!: INlTIAL DAT!: INITIAL 011,ER APPROVAL CITY APPROVAL MANUEL ONCINA ARCHITECTS INC. ARCHITECTURE PLANNING INTERIORS 5711 la Jolla Blvd. la Jolla. CA 92037 858/459-1221 TL 858/459-1214 FX inquiries@oncinoorc.com F2.1 "AS BUILT" ~j ~~-ifi.-,?-/.~•/Q RCE 'Z~/7, EXP. ~-3✓•/2. DATE REV!Ew'ED BY• INSPECTOR DATE L::J CITY OF CARLSBAD SHEETS l~~,t,( 5 ENGINEERING DEPARTMENT INT. FINISH ELEVATIONS CARLSBAD CITY LIBRARY LEARNING CENTER APPROVED BY: WILLIAM E.£'LU~R 2·6-tlG -f! ,??/4, .. r~ nna DE UTY CITY ENGINEER PE#: 28176 EXP: 03-31--06 DATE OWN BY: BM/AW I PROJECT NO. I DRAWING NO. CHKD BY: PB RVWD BY: MO 4001 434-5 ) I I I ' ! ' I ' \, I I T ,T ,: L I ' ' I I / ___I: / ·• .•. ·• .. . . /' .. . / .. .. ./ .. .. •. QPEN _,. / --.... ~ // • //. . v ·•. /--, ....... ,,, . . .. . • . . . ,/-. . ... --,,, ... .. . I \ I\ ,__'"_1 Ii' . I -·-- <8 Ir@ I 'D EAST / . ! I ~ Tl.1T.~_ \, EAST EAST J □ OPEN/ \. I X I \ I \ I . I \ I \ SOUTH ~ I \ ' . I ' \ I I 1 F2.8 [ @)--1'--s-------- @--r-=======e~ RM EAST SOUTH SOUTH L --·· i ·' ! I . Tl = ~ 'I' ·' f,. N / " T OPEN ' \ ! \ / \ /. I \ • I ; I \ / " ~ - i: '.'I "' --8 "' I LJ 0 i i1i :,: ,1[ '.i <.O WEST NORTH ROOM 101/125 -ENTRY SCALE: 1/4" = 1'-0" r@ I / 11 D ~ . =. "' i: ' ' '-2 1/2" 1'-6· 1'-6" 1'-6" NORTH 11'·3112' 13'-11112' ROOM106-STAFFLOUNGE SCALE: 1/4" = 1'-0" / T SOUTH WEST PL-4 NORTH ROOMS 107-110 -HOM EWORK CENTER SCALE: 114" = 1'-0" P-5 'I'\ A~ ~U\~I WEST NORTH DATE INITIAL FINISH CODES @) ® ® ® ® ® ® ® @) @ ® (§) ® ® ® ® ® @ @) @) ® @ ® @ @) @ ® @ ® @ ® ® 36" x 36" CONSTANTINE COMMERCIAL CARPET TILES 'PRECISION LOC' C204Q42, FULL SCALE 16" x 16" DAL TILE NATURAL SLATE, 'CALIFORNIA GOLD' S700 24" x 24" NORA RUBBER TILE, 2MM THICK, NORAPLAN PLUS 'GRAVEL' 1844 24" x 24" EXPANKO RECYCLED RUBBER TILE, 4MM THICK, REZTEK "CASINO" DUNN EDWARDS 'JUST PEACHY' DE5284, FLAT FINISH DUNN EDWARDS 'LEAF BUD' DE5514, FLAT FINISH DUNN EDWARDS 'GULF STREAM' DE5759 FLAT FINISH DUNN EDWARDS 'NOMADIC TAUPE' DE6192, FLAT FINISH DUNN EDWARDS 'LEAD GLASS' DEW332, FLAT FINISH DAL TILE NATURAL HUES "AEGEAN" QH41, 3" x 6" CERAMIC TILES DAL TILE NATURAL HUES "IVORY" QH24, 3" x 6" CERAMIC TILES DAL TILE NATURAL HUES "REAL TEAL" QH66, 3" x 6" CERAMIC TILES DALTILE NATURAL HUES "SWEET PEA" QH28, 3" x 6" CERAMIC TILES DAL TILE NATURAL HUES "PINE" QH64, 3" x 6" CERAMIC TILES DALTILE NATURAL HUES "REAL TEAL" QH64, 12" x 12" CERAMIC TILES, ABRASIVE SURFACE DAL TILE NATURAL HUES "PINE" QH64, 12" x 12" CERAMIC TILES, ABRASIVE SURFACE DAL TILE SEMI-GLOSS "WHITE" K101, 4 1/2" x 4 1/2' CERAMIC TILES 4" ROPPE COVED RUBBER BASE P146 "TURQUOISE" FRY REGLET 5/8" x 2" Z REVEAL MOLDING SEALED CONCRETE WILSONART PLASTIC LAMINATE 'SATIN OXIDE' 4832-07, MATTE FINISH WILSONART PLASTIC LAMINATE 'GOLD EV' 4816-60, MATTE FINISH WILSONART PLASTIC LAMINATE 'WHITE SAND' D403-60, MATTE FINISH FORMICA PLASTIC LAMINATE 'BELUGA' 3697-58, MATTE FINISH FIBERGLASS REINFORCED PLASTIC AVONITE SOLID SURFACING, STUDIO COLLECTION 'SKY GLASS' K3-8465, 1/2" THICK; ROUNDOVER DROP EDGE, 1/4" RADIUS DUPONT CORIAN SOLID SURFACING 'FOSSIL', 1/2" THICK, SEMIGLOSS 3-FORM RESIN PANEL, VARIA SYSTEM 'COURIER' WITH PATINA FINISHES ON BOTH SIDES, 1/2" THICK 24" FINE-GRAINED, HOMOGENEOUS NATURAL CORK TACK BOARD, 7/32" THICK MEMERASE FLEXABLE DRY ERASE MARKERBOARD, WITH CHALK TRAY AND UPPER CORK TACKBOARD RAIL STAINLESS STEEL TOILET COMPARTMENTS, NO. 4 FINISH PL YBOO BAMBOO Pl YWOOD, 3/4" EDGE GRAIN SOLID, "AMBER" DATE INITIAL DATE INITIAL ROOMS 111 -COORDINATOR'S OFFICE ENGINEER OF WORK REVISION DESCRIPTION 0lrlER APPROVAL CITY APPROVAL SCALE: 1/4" = 1'-0" MANUEL ONCINA ARCHITECTS INC. ARCHITECTURE PLANNING INTERIORS 5711 La Jolla Blvd. Lo Jolla, CA 92037 858/459--1221 Tl 858/45Q..1214 FX lnqulrles@oncinaarc.com "AS BUILT" ~!':~-z RCE,Z.M" EXP. 3-3/•,ti,. REV!Ew'ED BY• INSPECTOR F2.2 .9-,(S'. ~'2 DATE DATE c::J CITY OF CARLSBAD SHEETS 1~114,t 6 ENGINEERING DEPARTMENT INT. FINISH ELEVATIONS CARLSBAD CITY LIBRARY LEARNING CENTER APPROVED BY: WILLIAM~~ /4474, • z; . ,_ "-2-~-c.!~ DEPUTY CITY ENGINEER PE#: 28176 EXP: 03-31-06 DATE DWN BY: BM/AW I PROJECT NO. I DRAWING NO. CHKD BY: PB 4001 RVWD BY: MO 434-5 PL-? EAST □□□□ □□□□ □□□□□□□□ □□□□ □□□□ □□□□ □□□□ _r=_1 L:I~ -ii--_ 1 .. ----r=-- 1 F============!=l ~ ~11 --I~--1--11~ I I t=~-·- ,~ L 3'-0' TYP l "1 " lc-----~-- 1-c.--:j F I OPEN -- -----= -------= I I I-IF"-~--~ . I •~~~11f---c-"--1 l I/ '~---- ~ i " . \ ~ ----\i . , I ' I I I I / k,. I " ' \" I \ T ~-I \I ' I \ OPEN -~---- EAST WEST I ~ I ,, I ~ '!t I \ \ \ ~ \• ' I ' ' \ \ " I • . I I I I I / TJ1 T I c.-IJ 7 _Ij ,-Tl I/ '/ • -7 OPEN PL-4 ~ 1SOUTH rfJ) rfJ) 1/□□□□□□ • I □ RP ' I .. ~ . . -.· I '-~-_,~ .. E-· .lc----=1'~ ~; ' ' ' 1--,~ .. ! NORTH / @ - ./ H I t~~ r ! EAST SOUTH --~ ~ I "--. I / 11 Cc-~ ~ = \ \ WEST NORTH ROOM 1 13 -ADULT AREA SCALE: 1/4" ~ 1'-0" I / I'\ />,. ~ e,;>I) I i;f ®--~:!=============' SOUTH WEST NORTH DATE INITIAL 9 "' FINISH CODES @) ® ® @ ® @ @ ® @ ® @ (§) @ (§) ® ® (§) @ @) @) ® ® ® @ ® @) @ @ ® @) @ ® 36" x 36" CONSTANTINE COMMERCIAL CARPET TILES 'PRECISION LOC' C204Q42, FULL SCALE 16" x 16" DAL TILE NATURAL SLATE, 'CALIFORNIA GOLD' S700 24" x 24" NORA RUBBER TILE, 2MM THICK, NORAPLAN PLUS 'GRAVEL' 1844 24" x 24" EXPANKO RECYCLED RUBBER TILE, 4MM THICK, REZTEK "CASINO" DUNN EDWARDS 'JUST PEACHY' DE5284, FLAT FINISH DUNN EDWARDS 'LEAF BUD' DE5514, FLAT FINISH DUNN EDWARDS 'GULF STREAM' DE5759 FLAT FINISH DUNN EDWARDS 'NOMADIC TAUPE' DE6192, FLAT FINISH DUNN EDWARDS 'LEAD GLASS' DEW332, FLAT FINISH DALTILE NATURAL HUES "AEGEAN" QH41, 3" x 6" CERAMIC TILES DAL TILE NATURAL HUES "IVORY" QH24, 3" x 6" CERAMIC TILES DAL TILE NATURAL HUES "REAL TEAL" QH66, 3" x 6' CERAMIC TILES DAL TILE NATURAL HUES "SWEET PEA" QH28, 3' x 6" CERAMIC TILES DALTILE NATURAL HUES "PINE" QH64, 3" x 6" CERAMIC TILES DAL TILE NATURAL HUES "REAL TEAL' QH64, 12" x 12" CERAMIC TILES, ABRASIVE SURFACE DAL TILE NATURAL HUES "PINE" QH64, 12" x 12" CERAMIC TILES, ABRASIVE SURFACE DAL TILE SEMI-GLOSS "WHITE' K101, 4 1/2" x 4 112" CERAMIC TILES 4" ROPPE COVED RUBBER BASE P146 "TURQUOISE" FRY REGLET 5/8" x 2" Z REVEAL MOLDING SEALED CONCRETE WILSONART PLASTIC LAMINATE 'SATIN OXIDE' 4832-07, MATTE FINISH WILSONART PLASTIC LAMINATE 'GOLD EV' 4816-60, MATTE FINISH WILSONART PLASTIC LAMINATE WHITE SAND' D403-60, MATTE FINISH FORMICA PLASTIC LAMINATE 'BELUGA' 3697-58, MATTE FINISH FIBERGLASS REINFORCED PLASTIC AVONITE SOLID SURFACING, STUDIO COLLECTION 'SKY GLASS' K3-8465, 1 /2" THICK; ROUNDOVER DROP EDGE, 1/4" RADIUS DUPONT CORIAN SOLID SURFACING 'FOSSIL', 1/2" THICK, SEMIGLOSS 3-FORM RESIN PANEL, VARIA SYSTEM 'COURIER' WITH PATINA FINISHES ON BOTH SIDES, 1/2" THICK 24" FINE-GRAINED, HOMOGENEOUS NATURAL CORK TACK BOARD, 7132" THICK MEMERASE FLEXABLE DRY ERASE MARKERBOARD, WITH CHALK TRAY AND UPPER CORK TACKBOARD RAIL STAINLESS STEEL TOILET COMPARTMENTS, NO. 4 FINISH PL YBOO BAMBOO PLYWOOD, 3/4' EDGE GRAIN SOLID, "AMBER" DATE INITIAL DATE INITIAL ROOM 119 -ADULT COMPUTER AREA ENGINEER Of WORK REVISION DESCRIPTION OJHER APPROVAL aTY APPROVAL SCALE: 1/4" = 1'-0" MANUEL ONCINA ARCHITECTS INC. ARCHITECTURE PLANNING INTERIORS 5711 Lo Jolla Blvd. La Jolla, CA 92037 858/459-1221 TL 858/459-1214 FX inquiries@oncinaarc.com 11 AS BUILT" F2.3 ....?d✓~...,~ /.'~--. .9-/.>..,/" RCE ~8/2, EXP. 3 • ~ /~Z.. DATE REVIEl.'ED BY, INSPECTOR DATE ~ CITY OF CARLSBAD SHEETS M1JM" 7 ENGINEERING DEPARTMENT INT. FINISH ELEVATIONS CARLSBAD CITY LIBRARY LEARNING CENTER APPRO~: WILLIAM ~MER . .t4~ 7', 71 T--J 2-A•t/4 DEPUlY CllY ENGINEER PE#: 28176 EXP: 03-31-06 DATE DWN BY: BM/AW I PROJECT NO. I DRAWING NO. CHKD BY: PS 4001 RVWD BY: MO 434-5 . ~60806 r@ I • / " . ' D "\ T T/ ·~ ,/ / . / . 1 ~ I I I I I/ v ' / I I' ~ '. ,, ' . \ \ \, \ 1 \ . T' T -"""\ I/ ' \ J. EAST CURVED / / • " ~ ' "' ~ " EAST RM SOUTH I I I I I I I I I I I \ \ \ \ \ I \ \ I I l WEST CURVED l , r@ n, I ,, I \ \ ' \. \· ' \' \ 1 \ • ! / / , / I I I I . T ~ T T 7 / / EAST \ I / EASJ CURVED, Jr, __ C_U_R_VE_D __ ~J SOUTH SOUTH • -~H~ WEST I RM NORTH CURVED .,.-v v-@ -~ \ ' \ 'c-I I / l l SOUTH _ CURVED . a-F---~~~----,i, ROOM 116 -STORYTIME ROOM . SCALE: 1 /4" = 1 '-0" WEST NORTH ROOM 117 -STORAGE . ' ' / \ i ! \ . / WEST ROOM D NORTH I ' ,, Ii SCALE: 1/4" = 1'--0" \:L l CURVED " 118 -STORAGE SCALE: 1/4" = 1'--0" ff\ A.::, L7Ull.T , FINISH CODES ® ® @ ® ® ® ® ® @ ® (§) ® @ ® ® ® ® @ @) ® @ @ @ @ ® @) @ @) ® ® @ ® 36" x 36" CONSTANTINE COMMERCIAL CARPET TILES 'PRECISION LOC' C204Q42,FULLSCALE 16" x 16" DAL TILE NATURAL SLATE, 'CALIFORNIA GOLD' S700 24" x 24" NORA RUBBER TILE, 2MM THICK, NORAPLAN PLUS 'GRAVEL' 1844 24" x 24" EXPANKO RECYCLED RUBBER TILE, 4MM THICK, REZTEK "CASINO" DUNN EDWARDS 'JUST PEACHY' DE5284, FLAT FINISH DUNN EDWARDS 'LEAF BUD' DE5514, FLAT FINISH DUNN EDWARDS 'GULF STREAM' DE5759 FLAT FINISH DUNN EDWARDS 'NOMADIC TAUPE' DE6192, FLAT FINISH DUNN EDWARDS 'LEAD GLASS' DEW332, FLAT FINISH DAL TILE NATURAL HUES "AEGEAN" QH41, 3" x 6" CERAMIC TILES DAL TILE NATURAL HUES "IVORY" QH24, 3" x 6" CERAMIC TILES DAL TILE NATURAL HUES "REAL TEAL" QH66, 3" x 6' CERAMIC TILES DAL TILE NATURAL HUES "SWEET PEA" QH28, 3" x 6" CERAMIC TILES DALTILE NATURAL HUES "PINE" QH64, 3" x 6" CERAMIC TILES DAL TILE NATURAL HUES "REAL TEAL" QH64, 12" x 12" CERAMIC TILES, ABRASIVE SURFACE DAL TILE NATURAL HUES "PINE" QH64, 12" x 12" CERAMIC TILES, ABRASIVE SURFACE DAL TILE SEMI-GLOSS "WHITE' K101, 4 112" x 4 112" CERAMIC TILES 4" ROPPE COVED RUBBER BASE P146 "TURQUOISE" FRY REGLET 518" x 2" Z REVEAL MOLDING SEALED CONCRETE WILSONART PLASTIC LAMINATE 'SATIN OXIDE' 4832-07, MATTE FINISH WILSONART PLASTIC LAMINATE 'GOLD EV' 4816-60, MATTE FINISH WILSONART PLASTIC LAMINATE 'WHITE SAND' 0403-60, MATTE FINISH FORMICA PLASTIC LAMINATE 'BELUGA' 3697-58, MATTE FINISH FIBERGLASS REINFORCED PLASTIC AVONITE SOLID SURFACING, STUDIO COLLECTION 'SKY GLASS' K3-8465, 112" THICK; ROUNDOVER DROP EDGE, 1/4" RADIUS DUPONT CORIAN SOLID SURFACING 'FOSSIL', 112" THICK, SEMIGLOSS 3-FORM RESIN PANEL, VARIA SYSTEM 'COURIER' WITH PATINA FINISHES ON BOTH SIDES, 112" THICK 24" FINE-GRAINED, HOMOGENEOUS NATURAL CORK TACK BOARD, 7132" THICK MEMERASE FLEXABLE DRY ERASE MARKERBOARD, WITH CHALK TRAY AND UPPER CORK TACKBOARD RAIL STAINLESS STEEL TOILET COMPARTMENTS, NO. 4 FINISH PL YBOO BAMBOO PLYWOOD, 3/4" EDGE GRAIN SOLID, 'AMBER" ROOM 122 -STAFF WORKROOM DATE INlllAL DATE INITIAL DATE INITIAL REVISION DESCRIPTION SCALE: 1/4" = 1'-0" ENGINEER OF WORK 011,ER APPROVAL Cl TY APPROVAL MANUEL ONCINA ARCHITECTS INC. ARCHITECTURE PLANNING INTERIORS 5711 Lo Jolla Blvd. La Jolla, CA 92037 858/459-1221 TL 858/459-1214 FX inquirles@oncinaarc.com 11 AS BUILT" F2.4 __a~~<~ .9-/J•/" RCE 2IJ{2_r. EXP, :t•-J l• L.2-DATE REVJEl,,/ED BY• INSPECTOR DATE C::J CITY OF CARLSBAD SHEETS I~ 1.:1 :44"-8 ENGINEERING DEPARTh1ENT INT. FINISH ELEVATIONS CARLSBAD CITY LIBRARY LEARNING CENTER APPROV~D BY: WILLIA~MER .,,#44~.:.. ~ ~ ~ 2· 6. ../J6 DEPUTY CITY ENGINEER PE#: 28176 EXP: 03-31-06 DATE DWN BY: BM/AW I PROJECT NO. I DRAWING NO. CHKD BY: PO 4001 RVWD BY: MO 434-5 060806 ) / / / EAST SOUTH P-2 l • EAST SOUTH riP-5) - j , / "" / ~ ,I ' ~~ ~ -TI '-./ EAST SOUTH r® , / • I'\ I <Z) 11 V ! I\ ~--~= " T / \ "" ~ ' '\ I EAST -~ ,------ "" ·L_ EAST SOUTH ' L__ TB .T WEST NORTH ROOM 202 -COMPUTER TRAINING ROOM SCALE: 1/4" = 1'-0" r® I @-[._.A ~--/ I ! / --WB - ' , I TB I • • -~ ____': rl . 7 '\ WEST NORTH ROOM205-LARGEGROUPROOM SCALE: 1/4" = 1'-0" 7 / WEST NORTH ROOM206-LARGEGROUPROOM SCALE: 1/4" = 1'-0" @ ~ / "" '\ / C'--, ) / / / SOUTH WEST NORTH ROO M 207 -HALLWAY SCALE: 1/4" = 1'-0" /fl. AS l"">U/1 :l" WEST NORTH DATE INITIAL FINISH CODES @) ® @ @ ® @ ® ® @ ® ® (§) @ ® @ @ @ @) @) ® @ @ @ @ @) @ ® @) ® ® @ ® 36" x 36" CONSTANTINE COMMERCIAL CARPET TILES 'PRECISION LOC' C204Q42, FULL SCALE 16" x 16" DAL TILE NATURAL SLATE, 'CALIFORNIA GOLD' S700 24" x 24" NORA RUBBER TILE, 2MM THICK, NORAPLAN PLUS 'GRAVEL' 1844 24" x 24" EXPANKO RECYCLED RUBBER TILE, 4MM THICK, REZTEK "CASINO" DUNN EDWARDS 'JUST PEACHY' DE5284, FLAT FINISH DUNN EDWARDS 'LEAF BUD' DE5514, FLAT FINISH DUNN EDWARDS 'GULF STREAM' DE5759 FLAT FINISH DUNN EDWARDS 'NOMADIC TAUPE' DE6192, FLAT FINISH DUNN EDWARDS 'LEAD GLASS' DEW332, FLAT FINISH DAL TILE NATURAL HUES "AEGEAN" QH41, 3" x 6' CERAMIC TILES DAL TILE NATURAL HUES "IVORY' QH24, 3" x 6" CERAMIC TILES DAL TILE NATURAL HUES "REAL TEAL" QH66, 3" x 6' CERAMIC TILES DAL TILE NATURAL HUES "SWEET PEA" QH28, 3" x 6" CERAMIC TILES DAL TILE NATURAL HUES "PINE" QH64, 3" x 6" CERAMIC TILES DAL TILE NATURAL HUES "REAL TEAL" QH64, 12" x 12" CERAMIC TILES, ABRASIVE SURFACE DAL TILE NATURAL HUES "PINE" QH64, 12' x 12" CERAMIC TILES, ABRASIVE SURFACE DAL TILE SEMI-GLOSS 'WHITE" K101, 4 1/2" x 4 1/2" CERAMIC TILES 4" ROPPE COVED RUBBER BASE P146 "TURQUOISE" FRY REGLET 518" x 2" Z REVEAL MOLDING SEALED CONCRETE WILSONART PLASTIC LAMINATE 'SATIN OXIDE' 4832-07, MATTE FINISH WILSONART PLASTIC LAMINATE 'GOLD EV' 4816-60, MATTE FINISH WILSONART PLASTIC LAMINATE 'WHITE SAND' D403-60, MATTE FINISH FORMICA PLASTIC LAMINATE 'BELUGA' 3697-58, MATTE FINISH FIBERGLASS REINFORCED PLASTIC AVONITE SOLID SURFACING, STUDIO COLLECTION 'SKY GLASS' K3-8465, 112' THICK; ROUNDOVER DROP EDGE, 1/4" RADIUS DUPONT CORIAN SOLID SURFACING 'FOSSIL', 112' THICK, SEMIGLOSS 3-FORM RESIN PANEL, VARIA SYSTEM 'COURIER' WITH PATINA FINISHES ON BOTH SIDES, 112" THICK 24" FINE-GRAINED, HOMOGENEOUS NATURAL CORK TACK BOARD, 7132" THICK MEMERASE FLEXABLE DRY ERASE MARKERBOARD, WITH CHALK TRAY AND UPPER CORK TACKBOARD RAIL STAINLESS STEEL TOILET COMPARTMENTS, NO. 4 FINISH PL YBOO BAMBOO PLYWOOD, 3/4" EDGE GRAIN SOLID, "AMBER" DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OJHER APPROVAL CHY APPROVAL ROOM 208 -MEDIUM GROUP ROOM SCALE: 1/4" = 1'-0" ~ 9 MANUEL ONCINA ARCHITECTS INC. ARCHITECTURE PLANNING INTERIORS 5711 la Jolla Blvd. La Jolla, CA 92.037 858/459-1221 Tl 858/459-1214 FX inquirles@oncinaarc.com 11 AS BUILT" F2.5 #2~ ~~ .... ~ 9-,&'S'-,t,Q RCE M/?6 EXP. ,"?-'3 l.-L.2 DATE REVIE\JED BY• INSPECTOR DATE CITY OF CARLSBAD SHEETS I ¥7.J;.«' ENGINEERING DEPARTMENT INT. FINISH ELEVATIONS CARLSBAD CITY LIBRARY LEARNING CENTER _AP::3.vE~ 9v: WILi;.~ E~R -:2.-~ -.z, DEPUTY CITY ENGINEER PE#: 281 lij EXP: 03-31--06 DATE DWN BY: BM/AW I PROJECT NO. I DRAWING NO. CHKD BY: PB RVWD BY: MO 4001 434-5 ) I / '\ T- I ' . i I .... ' . , I / I i v . L I I \ ff I ~ ~ ' i '\ T ' " ' / I f ~ T· '\ \ EAST @ '\ / • ~ ~· / '\ \ EAST SOUTH RM FINISH CODES @) I \ ' \ ' OPE1 QPEi I x ~ \ / \ / \ I \ \ \ \ @ ® ® ® EAST SOUTH ® rf3) I I ' '\ @ ® ® ® \ / -® / (§) / WEST \ NORTH ® (§) ROOM 201/209/213 -ENTRY/ RECEPTION AREA/ COLLECTION . ' SCALE: 1/4" = 1'-0" @ ® / -~ ' '\ / @ @ ~ \ ,~ / @) / ® / @ SOUTH WEST NORTH ® ROOM211-GENERALSTORAGE @ SCALE: 1/4" = 1 '-0" @ ® @) I \ @ \ I ' ® / @ WEST NORTH ROOM 212 -ST AFF WORKROOM @ SCALE: 1/4" = 1 '-0" ® ® /1\ AS .6UILT DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 36" x 36' CONSTANTINE COMMERCIAL CARPET TILES 'PRECISION LOC' C204Q42, FULL SCALE 16" x 16" DAL TILE NATURAL SLATE, 'CALIFORNIA GOLD' S700 24" x 24" NORA RUBBER TILE, 2MM THICK, NORAPLAN PLUS 'GRAVEL' 1844 24" x 24" EXPANKO RECYCLED RUBBER TILE, 4MM THICK, REZTEK "CASINO" DUNN EDWARDS 'JUST PEACHY' DE5284, FLAT FINISH DUNN EDWARDS 'LEAF BUD' DE5514, FLAT FINISH DUNN EDWARDS 'GULF STREAM' DE5759 FLAT FINISH DUNN EDWARDS 'NOMADIC TAUPE' DE6192, FLAT FINISH DUNN EDWARDS 'LEAD GLASS' DEW332, FLAT FINISH DAL TILE NATURAL HUES "AEGEAN" QH41, 3" x 6" CERAMIC TILES DAL TILE NATURAL HUES "IVORY' QH24, 3" x 6" CERAMIC TILES DAL TILE NATURAL HUES "REAL TEAL" QH66, 3" x 6" CERAMIC TILES DAL TILE NATURAL HUES "SWEET PEA" QH28, 3" x 6" CERAMIC TILES DAL TILE NATURAL HUES "PINE" QH64, 3" x 6" CERAMIC TILES DAL TILE NATURAL HUES "REAL TEAL" QH64, 12" x 12" CERAMIC TILES, ABRASIVE SURFACE DAL TILE NATURAL HUES "PINE" QH64, 12" x 12" CERAMIC TILES, ABRASIVE SURFACE DAL TILE SEMI-GLOSS "WHITE" K101, 4 1/2" x 4 1/2" CERAMIC TILES 4" ROPPE COVED RUBBER BASE P146 "TURQUOISE" FRY REGLET 5/8" x 2" Z REVEAL MOLDING SEALED CONCRETE WILSONART PLASTIC LAMINATE 'SATIN OXIDE' 4832-07, MATTE FINISH WILSONART PLASTIC LAMINATE 'GOLD EV 4816-60, MATTE FINISH WILSONART PLASTIC LAMINATE WHITE SAND' D403-60, MATTE FINISH FORMICA PLASTIC LAMINATE 'BELUGA' 3697-58, MATTE FINISH FIBERGLASS REINFORCED PLASTIC AVONITE SOLID SURFACING, STUDIO COLLECTION 'SKY GLASS' K3-8465, 1/2" THICK; ROUNDOVER DROP EDGE, 1/4" RADIUS DUPONT CORIAN SOLID SURFACING 'FOSSIL', 1/2" THICK, SEMIGLOSS 3-FORM RESIN PANEL, VARIA SYSTEM 'COURIER' WITH PATINA FINISHES ON BOTH SIDES, 1/2" THICK 24" FINE-GRAINED, HOMOGENEOUS NATURAL CORK TACK BOARD, 7/32" THICK MEMERASE FLEXABLE DRY ERASE MARKERBOARD, WITH CHALK TRAY AND UPPER CORK TACKBOARD RAIL STAINLESS STEEL TOILET COMPARTMENTS, NO. 4 FINISH PL YBOO BAMBOO PLYWOOD, 3/4" EDGE GRAIN SOLID, "AMBER" DATE INITIAL DATE INITIAL 011-lER APPROVAL Cl TY APPROVAL MANUEL ONCINA ARCHITECTS INC. ARCHITECTURE PLANNING INTERIORS 5111 la Jolla Blvd. La Jolla, CA 92037 858/459-1221 TL 858/459-1214 FX inquirles@onclnoarc.com F2.6 11 AS BUIL T11 ~;~~,_ 9-/.$-/~ RCE ?.9_/7(,_ EXP.3-:JL•/'1. DATE REVIE\vED BY, INSPECTOR DATE C:J CITY OF CARLSBAD SHEETS ,~~A'.,. 0 ENGINEERING DEPARTMENT INT. FINISH ELEVATIONS CARLSBAD CITY LIBRARY LEARNING CENTER APPRO~~;: WILLIA~ER ~ ... & ••WVJ~ -?. -t: -,>' DEPUTY CITY ENGINEER PE#: 28176 EXP: 03-31--08 DATE DWN BY: BMiAW I PROJECT NO. I DRAWING NO. CHKD BY: PO RVWO BY: MO 4001 434-5 ) ' '/ ,' 060806 I L '\ t/ I ~ @)-T EAST ' ' \OPEN/ \ I y . F . F < .. -_-F . . ;\\ I T T. T T I T T T \ / ' \ I \ \ OPEN 1 \ \ I V: F -F -F . / \ I \ I \ V: ' T. \ T T T. T T. \ \ r® r® / / / ~-" -"'' / I I I / "" / '\ v 1j / . " ' I I l1 I ' ' ' -~ ~~ I '\ ~-. I ___I \ / SOUTH WEST NORTH ROOM 215 -LARGE GROUP ROOM SCALE: 1/4" = 1'-0" ® ----~::c F ,~-~T ,_..T __ "I EAST SOUTH WEST NORTH ROOMS 216-219, 222-226 -INDIVfDtJAL TUTORING OFFICE (JcX_~~~~~).. -~ i ' '\ J '/ . V ~ / \ / ·i ' • :, I /• IT ~ T EAST SOUTH WEST NORTH ROOM 220 -MEDIUM GROUP ROOM SCALE: 1/4" = 1'-0" .-------{P-5) - @ F -F -. / T. T T L -@) EAST SOUTH -r-(P:._5) ~ ., J ~ 'i / -l7 /I'\ Ao er IILT F -E'---/ - T '\ / @ T T. -~ ' ' . I □ T \ WEST NORTH DATE INITIAL FINISH CODES ® ® @ @ ® ® ® @ @ ® ® ® @ ® @) ® @) @ @) @) @ ® @ ® ® @) ® @ ® @) @ ® 36" x 36" CONSTANTINE COMMERCIAL CARPET TILES 'PRECISION LOC' C204Q42, FULL SCALE 16" x 16" DAL TILE NATURAL SLATE, 'CALIFORNIA GOLD' S700 24" x 24" NORA RUBBER TILE, 2MM THICK, NORAPLAN PLUS 'GRAVEL' 1844 24" x 24" EXPANKO RECYCLED RUBBER TILE, 4MM THICK, REZTEK "CASINO" DUNN EDWARDS 'JUST PEACHY' DE5284, FLAT FINISH DUNN EDWARDS 'LEAF BUD' DE5514, FLAT FINISH DUNN EDWARDS 'GULF STREAM' DE5759 FLAT FINISH DUNN EDWARDS 'NOMADIC TAUPE' DE6192, FLAT FINISH DUNN EDWARDS 'LEAD GLASS' DEW332, FLAT FINISH DAL TILE NATURAL HUES "AEGEAN" QH41, 3" x 6' CERAMIC TILES DAL TILE NATURAL HUES "IVORY" QH24, 3" x 6" CERAMIC TILES DAL TILE NATURAL HUES "REAL TEAL" QH66, 3" x 6" CERAMIC TILES DAL TILE NATURAL HUES "SWEET PEA" QH28, 3" x 6" CERAMIC TILES DAL TILE NATURAL HUES "PINE" QH64, 3" x 6" CERAMIC TILES DAL TILE NATURAL HUES "REAL TEAL" QH64, 12" x 12" CERAMIC TILES, ABRASIVE SURFACE DAL TILE NATURAL HUES "PINE' QH64, 12" x 12" CERAMIC TILES, ABRASIVE SURFACE DAL TILE SEMI-GLOSS "WHITE" K101, 4 1/2" x 4 1/2" CERAMIC TILES 4" ROPPE COVED RUBBER BASE P146 "TURQUOISE" FRY REGLET 5/8" x 2" Z REVEAL MOLDING SEALED CONCRETE WILSONART PLASTIC LAMINATE 'SATIN OXIDE' 4832-07, MATTE FINISH WILSONART PLASTIC LAMINATE 'GOLD EV' 4816-60, MATTE FINISH WILSONART PLASTIC LAMINATE 'WHITE SAND' 0403-60, MATTE FINISH FORMICA PLASTIC LAMINATE 'BELUGA' 3697-58, MATTE FINISH FIBERGLASS REINFORCED PLASTIC AVONITE SOLID SURFACING, STUDIO COLLECTION 'SKY GLASS' K3-<l465, 1/2" THICK; ROUNDOVER DROP EDGE, 1/4" RADIUS DUPONT CORIAN SOLID SURFACING 'FOSSIL', 1/2" THICK, SEMIGLOSS 3-FORM RESIN PANEL, VARIA SYSTEM 'COURIER' WITH PATINA FINISHES ON BOTH SIDES, 1/2" THICK 24" FINE-GRAINED, HOMOGENEOUS NATURAL CORK TACK BOARD, 7/32" THICK MEMERASE FLEXABLE DRY ERASE MARKERBOARD, WITH CHALK TRAY AND UPPER CORK TACKBOARD RAIL STAINLESS STEEL TOILET COMPARTMENTS, NO. 4 FINISH PL YBOO BAMBOO PLYWOOD, 3/4" EDGE GRAIN SOLID, 'AMBER" DATE INITIAL DATE INITIAL ROOM 221 -HALLWAY SCALE: 1/4" = 1'-0" REVISION DESCRIPTION ENGINEER OF WORK 017,ER APPROVAL CITY APPROVAL MANUEL ONCINA ARCHITECTS INC. ARCHITECTURE PLANNING INTERIORS 5711 Lo Jolla Blvd. Lo Jolla, CA 92037 858/459-1221 Tl 858/459-1214 FX lnquir1es@onclnoarc.com F2.7 "AS BUILT" cN« .· £ti&. ,, ..9-,<5-/r, RCE 29.17" EXP, :?~:Ji• 12. DATE REVIE\./ED BY• INSPECTOR DATE ~ CITY OF CARLSBAD SHEETS I 'i7-t4,t-1 ENGINEERING DEPARTMENT INT. FINISH ELEVATIONS CARLSBAD CITY LIBRARY LEARNING CENTER APPROVED BY~ WILLIA~ER lt4&,~ ?".. .,, --,, ?.-.~ :-(;)~ DEPUTY CITY ENGINEER PE#: 28176 EXP: 03-31-06 DATE DWN BY: BM/AW I PROJECT NO. I DRAWING NO. CHKD BY: PO 4001 RVWD BY: MO 434-5 ) ) / ' / ' / ' / \ /. ' / I I r@ I I I / / / ' \ ' __..--5/8" GYP BOARD, NUMBER OF LAYERS AT: EXTERIOR SIM TO DETAIL 22/A13.1, INTERIOR SIM TO DETAIL 2/A13.0 4" RUBBER BASE, PER SPECIFICATION 2MM RUBBER TILE, PER FINISH SCHEDULE ·-CONCRETE SLAB _-_--_· --------"_..I..L-1 ...ul '-'-' ----'L-~~-~'---"=c..{ NOTE: INSTALL RUBBER 0 BASE IN LIEU OF ALUMINUM ,J .REGLET AT ROOMS: 102, 105, 106,115,117,118,210,211, 214AND 231 1 WALL AT RUBBER BASE, TYP SCALE: 6"=1·-0· 5/8" GYP BOARD WITH 5/8" 1 · I I; WATER RESISTANT 'GREENBOARD' ON INTERIOR I FACE, NUMBER OF LAYERS I I AT: EXTERIOR SIM TO DETAIL 22/A13.1, INTERIOR I SIM TO DETAIL 2/A13.0 CERAMIC TILE, PER SPECIFICATION SCHLUTER@ DILEX-EHKS ALUMINUM TRANSITION PROFILE, USE FOR WALL CORNER AND BASE ___ ,,- APPLICATIONS, TYP .. -NOTE: CERAMIC TILE BASE ---- ' ' a IN LIEU OF ALUMINUM ~ ' -.. , • d ' REGLET AT ROOMS: 103, 104, . " -~, ' -a 114,203AND204 " -'· ' -' ' ,. •• ' ' ' / / /. / - ./ ~ EAST / / / ' \ ' P-41-r------, EAST SOUTH I O:E1 X 12s.~,-· '\\ \ \ • WEST • l I Fl I -- L NORTH ROOM 227 -RESOURCE ALCOVE SCALE: 1/4""' 1'-0" ~ _,____ .--------',:-.-----,, .~-----------, SOUTH ' ' ' / / / / EAST SOUTH EAST SOUTH WEST 1 - T/ I WEST NORTH ROOM 228 -COORDINATOR'S OFFICE SCALE: 1/4" "' 1'-0" WEST NORTH ROOM 229 -SMALL GROUP ROOM ~· NORTH ELEVATOR CAB SCALE: 1/4""' 1'-0" SCALE: 1/4""' 1'-0" ---=~-1111 II I II II II ,t,,11 II .., ELEVATOR CAB ' - ENLARGED PLAN SCALE: 1/4""' 1'-0" '" .15 eurcr OATE INITIAL FINISH CODES @) @ ® ® ® ® ® @ @ @) (§) (§) @ ® ® ® @) @ @) ® @ ® @ ® @) @ ® @ ® ® ® ® 36" x 36" CONSTANTINE COMMERCIAL CARPET TILES 'PRECISION LOC' C204042, FULL SCALE 16" x 16" DAL TILE NATURAL SLATE, 'CALIFORNIA GOLD' S700 24" x 24" NORA RUBBER TILE, 2MM THICK, NORAPLAN PLUS 'GRAVEL' 1844 24" x 24" EXPANKO RECYCLED RUBBER TILE, 4MM THICK, REZTEK "CASINO" DUNN EDWARDS 'JUST PEACHY' DE5284, FLAT FINISH DUNN EDWARDS 'LEAF BUD' DE5514, FLAT FINISH DUNN EDWARDS 'GULF STREAM' DE5759 FLAT FINISH DUNN EDWARDS 'NOMADIC TAUPE' DE6192, FLAT FINISH DUNN EDWARDS 'LEAD GLASS' DEW332, FLAT FINISH DAL TILE NATURAL HUES "AEGEAN" QH41, 3" x 6" CERAMIC TILES DAL TILE NATURAL HUES "IVORY" QH24, 3" x 6" CERAMIC TILES DAL TILE NATURAL HUES "REAL TEAL" QH66, 3" x 6" CERAMIC TILES DAL TILE NATURAL HUES "SWEET PEA" QH28, 3" x 6" CERAMIC TILES DAL TILE NATURAL HUES "PINE" QH64, 3" x 6" CERAMIC TILES DAL TILE NATURAL HUES "REAL TEAL" QH64, 12" x 12" CERAMIC TILES, ABRASIVE SURFACE DAL TILE NATURAL HUES "PINE" QH64, 12" x 12" CERAMIC TILES, ABRASIVE SURFACE DAL TILE SEMI-GLOSS "WHITE" K101, 4 1/2" x 4 1/2" CERAMIC TILES 4" ROPPE COVED RUBBER BASE P146 "TURQUOISE' FRY REGLET 518" x 2" Z REVEAL MOLDING SEALED CONCRETE WILSONART PLASTIC LAMINATE 'SATIN OXIDE' 4832-07, MATTE FINISH WILSONAflT PLASTIC LAMINATE 'GOLD EV' 4816-60, MATTE FINISH WILSONART PLASTIC LAMINATE WHITE SAND' D403-60, MATTE FINISH FORMICA PLASTIC LAMINATE 'BELUGA' 3697-58, MATTE FINISH FIBERGLASS REINFORCED PLASTIC AVONITE SOLID SURFACING, STUDIO COLLECTION 'SKY GLASS' K3-8465, 1/2" THICK; ROUNDOVER DROP EDGE, 1/4" RADIUS DUPONT CORIAN SOLID SURFACING 'FOSSIL', 1/2" THICK, SEMIGLOSS 3-FORM RESIN PANEL, VARIA SYSTEM 'COURIER' WITH PATINA FINISHES ON BOTH SIDES, 1/2" THICK 24" FINE-GRAINED, HOMOGENEOUS NATURAL CORK TACK BOARD, 7/32" THICK MEMERASE FLEXABLE DRY ERASE MARKERBOARD, WITH CHALK TRAY AND UPPER CORK TACKBOARD RAIL STAINLESS STEEL TOILET COMPARTMENTS, NO. 4 FINISH PLYBOO BAMBOO PLYWOOD, 314' EDGE GRAIN SOLID, "AMBER" OATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 011-lER APPROVAL CITY APPROVAL NOTES OJ STAINLESS STEEL FINISH PER SPECIFICATIONS [TI ELEVATOR CONTROL PANELS PER DETAIL 10/A11.0 [TI 1 1/2" DIA. HANDRAIL, PER SPECIFICATIONS MANUEL ONCINA ARCHITECTS INC. ARCHITECTURE PLANNING INTERIORS 5711 lo Jolla Blvd. Lo Jolla. CA 9'2-037 858/459-1221 TL 858/459-1214 FX inqulries@oncinoarc.com "AS BUILT" F2.8 ~C.f~ .9-IJ---LA RCE Z. 'IQ_, EXP, ~•-:fl•rJ..-DATE REV!Ew'ED BY• INSPECTOR DATE ~ CITY OF CARLSBAD SHEETS 1~71_4,f 2 ENGINEERING DEPARTMENT INT. FINISH ELEVATIONS CARLSBAD CITY LIBRARY LEARNING CENTER APPROVED BY: WILL~ %MMER ~~-1 ~ ~ 2-,_,,,,, UlY CllY ENGINEER PE#: 28176 EXP: 03-31--06 DATE DWN BY: BM/AW I PROJECT NO. I DRAWING NO. CHKD BY: PB 4001 RVWO BY: MO 434-5 ) I ... _ "' lo ' ' RP ' - " ~ I I Pl I I I I I. I I -, I I I I "' j[ ' ' SS-1 4 I ', I ·''"· _, ' / ~ t--. 7 11~11 .a ' 1-i N !,;, ~ N . -- 13 - " 2'-8' ,. 9'-8" ~~) r(BP) ,. J ·1 ·1 1•-e· I I ' ,, '' . . "'i" .. , ... < I I I / I . ~ ' -.......... ,, "-,,...._ L_ __ , •. -·, '",...__ ' ',, " ... ,, , ..... , .......... '--..... ~ N ,/ / ... / . / / / ,,-/F,O ,/ . 7 / /' ..,.,,.✓.,,, 3 CIRCULATION/ STAFF WORKSTATION ELEVATIONS SCALE: 1 /2" = 1 '-0" ~·- I i _.,. -lr(PL-3) SS-1 15 3'-0" 1 ,. 2'-8' I, .I 'I .I ' ' ~ '1 N ' . " 6 ; 5 STAFF WORKROOM ELEVATIONS u- _..1 PL-2 / 12 SCALE: 1/2" = 1'-0" - ' I 14 UPPER LEVEL COPY/ PRINT CENTER ELEVATIONS SCALE: 1/2": 1'-0" • 8'-0" • 1 1 ~ J ~,~2-,, ---~ \ J \ \ r,, 'c.::::@)_;;'..! 13 ·-o @ ~ . ' I;, ., . r. " " - . " ~ INDIVIDUAL TUTORING OFFICE ELEVATIONS (Tcr_f:{~~¥-). INDIVIDUAL TUTORING OFFICE PLAN (TYP/SIM) D SCALE: 1/4" = 1 '-0" I I ' I I I! :i I I ' I I I 11 I I Ii' ' I I I i I ! i !1 I , , I 11 ' I I ' t.J II: ff N C ~~ 4'-31/2" L "11 2"..f!I" • " t 1 ~ • ' ' ~ I ff I N ' 0 L--a ,--F,, I ~ ~ I 4'-3 112" L--~ ~ [ ,--~ I ~ I N ' " O,tl I 1 '-9" 8"-3 112" L __ l<'I• " !,;, N CIRCULATION/ A STAFF WORKSTATION PLAN SCALE: 1/4" = 1'-0" -. • "' ' 2'-&-.... Q) ' z..- -f . i p CD ' \ (I) ' -i . . ' ,~ ---....--' I 11'-3" STAFF WORKROO'M PLAN B . SCALE: 1/4" = 1'-0" • • .,,___ .;, 2'·0" Jr @) 13 "' -' UPPER.LEVEL COPY/ C PRINT CENTER PLAN SCALE: 1/4" = 1'-0" DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL II' 11 11 ,i': I I 'I I 'I I I ' I DATE INITIAL CITY APPROVAL ' ' i I I , ' FINISH CODES @ WILSONART PLASTIC LAMINATE 'SATIN OXIDE' 4832-07. MATTE FINISH @ WILSONART PLASTIC LAMINATE 'GOLD EV' 4816-60, MATTE FINISH @ WILSONART PLASTIC LAMINATE WHITE SAND' D403-60, MATTE FINISH @ FORMICA PLASTIC LAMINATE 'BELUGA' 3697-58, MATTE FINISH @ AVONITE SOLID SURFACING, STUDIO COLLECTION 'SKY GLASS' K3-8465, 1/2" THICK; ROUNDOVER DROP EDGE, 1/4" AADIUS ® 3-FORM RESIN PANEL, VARIA SYSTEM 'COURIER' WITH PATINA FINISHES ON BOTH SIDES, 1/2" THICK @ PL YBOO BAMBOO Pl YWOOD, 31,4• EDGE GRAIN SOLID, "AMBER" il!CE MANUEL ONCINA ARCHITECTS INC. ARCHITECTURE PLANNING INTERIORS 5711 la Jolla Blvd. La Jolla, CA 92037 858/459-1221 TL 858/459·1214 FX lnqulrleaOonclnaarc.oom II AS BUILT" EXP. REVIE\JED BY, INSPECTOR F3.0 DATE DATE ~ CITY OF CARLSBAD SHEETS I</~ 3 ENGINEERING DEPARTMENT CABINETRY FINISHES CARLSBAD CITY LIBRARY LEARNING CENTER ~~~;L~M1Eg;~ a: ::a ~-,::; •b~ DEPUTY CITY ENGINEER PE#: 28176 EXP: 03-31-0e DATE OWN BY: BM/AW I PROJECT NO. I DRAWING NO. CHKD BY: PB 4001 RVWO BY: MO 434-5 I I ,. 1, 11-6 11 1, 1 1 2" AVONITE SOLID SURFACE 'SKY BLUE' K3-8465, ROUNDOVER DROP EDGE 1/4" RADIUS, TYP. BOOK DROP SLOT HAFELE ANODIZED ALUMINUM EXTRUDED ,._..,,_HANDLE, BLACK, CAT. NO. r -------, 126.27.306 1,;> PL YBOO PLYWOOD BAMBOO, ;,. BP-S4896VA, AMBER EDGE GRAIN SOLID L....l"'"-----L....J."'-/-.,..,.._ ___ ......,-..,_ CABINET DOOR ELEVATION SECTION DEPRESSABLE BOOK CART 6 9" < 1 1 1-1/2" DIA. ALUMINUM TRANSACTION COUNTER SUPPORT HEXAGONAL SOCKET HEAD BOLT AVONITE SOLID SURFACE 'SKY BLUE' K3-8465, ROUNDOVER DROP EDGE, 1/4" RADIUS, TYP. 1" x 1" L BRACKET .i--"'-1" X 3" STEEL SUPPORT, POWDER COAT .,....__-3-FORM PANEL 'COURIER' 'if=l,---------l-_j___2" X 2" TUBE STEEL 2'-6" STEEL ADJUSTABLE GLIDE WELDED TO STEEL LEG COUNTER WITH TRANSACTION TOP SECTION SCALE: 1"•1'-0" 21-011 ----2x WOOD STUD WALL PLASTIC LAMINATE COUNTER ------3x3x1/4" STEEL ANGLE 30" O.C. MAX. SPACING W/ #14 SCREWS @ 48" O.C. TYP PLASTIC LAMINATE COUNTER ADA CLEARENCE PER CBC FIGURE 118-1 D 1.~=~~=-~tr,,~t:::==::i+--i-1_3• x 3" x 1/4" STEEL ANGLE , b , ___ J 6" • 0) ~ SUPPORT AS REQUIRED; C-:. SECURE TO WOOD STUD r--...-PIPES BENEATH SINK TO BE INSULATED WITH P-TRAP COVER 1 1'-011 : • 5' UPPER CABINET SEC SCALE: 1"•1'-0" #14 x 3" SCREWS TO WOOD STUDS ---WHITE MELAMINE INTERIOR SURFACES, TYP CABINET DOOR ADJUSTABLE SHELF, TYP PLYWOOD, FINISH PER 'F' DRAWINGS, TYP ------I'ABINET PULL LIGHT VALANCE ----SCRIBE AND SEAL COUNTERTOP TO WALL, TYP ~~=~=::;;i~&=-:;-AVONITE SOLID SURFACE 'SKY BLUE' K3-8465, ROUNDOVER DROP EDGE, 1/4" RADIUS, TYP. l_j,,,_!!!lii;;;;;;;;;;;;±jF==d==ADJUSTABLE SHELF, TYP 0 PL YBOO PLYWOOD BAMBOO, BP-S4896VA, AMBER, EDGE GRAIN SOLID CABINET DOOR .lll,. _ _;_ ___ _;7r--T-#14 x 3" SCREWS TO WOOD STUDS -J.1:-;E.c-~.:fil_ _____ JI=~~• t::t~1/4" POWDER DRIVEN PIN AT EACH CORNER AT 36" O.C. , . 24" ~~ > ·' ' ' ' ~ - ..><.:_ - ' 2'-0" ' -,_ -~ ' // Jtt~ Ill " ' I \ ----,- ---..---Ff -~ ~ ------- ~ ~ CJ) 0 ' • b 0 ~ ' ~ ' ' "' -=- 0 ' -r • -- -~ I<- • -~ ~ J -~s- / 0 ~ ' N i - -- MAX W/ 16 GAUGE SUPPORT ANGLE SILCONE SEALANT CORIAN COUNTERTOP, PER FINISH SCHEDULE #14 x 3" SCREWS TO WOOD STUDS DRAWER, TYP PLASTIC LAMINATE, PER FINISH SCHEDULE WHITE MELAMINE INTERIOR SURFACES, TYP 1/4" POWDER DRIVEN PIN AT EACH CORNER AT 36" O.C . MAX W/ 16 GAUGE SUPPORT ANGLE PLASTIC LAMINATE COUNTER FINISH CODES 2·-s· -~ = @ WILSONART PLASTIC LAMINATE 'SATIN OXIDE' 4832-07, MATTE FINISH ' 8/ ' ~ 't, r,c "-\ ~ ~ I ! I I I I, I :; \ :/) l _ _).,-j ' .r I @ WILSONART PLASTIC LAMINATE 'GOLD EV' 4816-60, MATTE FINISH ® WILSONART PLASTIC LAMINATE 'WHITE SAND' 0403-60, MATTE FINISH @ FORMICA PLASTIC LAMINATE 'BELUGA' 3697-58, MATTE FINISH • ' ' )J s: (r' -~ it\ I ~ l 1. ' \ 1) -I -' \ ) ' ~ --½_ ~ @ AVONITE SOLID SURFACING, STUDIO COLLECTION 'SKY GLASS' K3-8465, 112" THICK; ROUNDOVER DROP EDGE, 114" RADIUS 1!1 ,' '\-1 '( "-\ I~ ~ I ', I lj, I \ I_) ) ' ;:, T 9'-6" C-) k-i, ri 11 '< i' ', i' @) 3-FORM RESIN PANEL, VARIA SYSTEM 'COURIER' WITH PATINA FINISHES ON \ BOTH SIDES, 112" THICK ® ' PL YBOO BAMBOO PLYWOOD, 314" EDGE GRAIN SOLID, 'AMBER" ' -' ---_, ~ -I ti I • • • ~ ADULT COMPUTER AREA PLAN E SCALE: 1/4" = 1'-0" ® ',;:-I- \ji:1.---_, I/ ,_-~:.,ceof"" • ' -8'--0" r', ,--, I / A'---/,/"' ·, , . r-,, \) <( / ' \ ( I \ \ I ',,'\ I ' J) i ~" . __ .4· k 71 t ', ; ,\ ' ,, , ( r, Ii v J;x, '"<)/;~---,:)\~ I \ .,'' 0 , HOMEWORK CENTER PLt~E:~r.rr; F MANUEL ONCINA ARCHITECTS INC. ~ ~ ~ ~ ~_J m_ ~ '..J:ITl..., ARCHITECTURE o6oso6 ,---, ' ' ' ,.. ---... , ' PLANNING I i I I ! I I I I I INTERIORS ), c_-~\ ' ' ' cc-_-J (_-_-_-_) 5711 Lo Jolla Blvd. -/--_, [~_) C -~--~ '-----___ _, La Jotlo. CA 92037 22'-1" 858/ 459-122 l TL C 858/ 459-1214 FX F3.1 G inquirles@oncinaarc.com HILDREN'S COMPUTER AREA PLAN "AS BUILT" SCALE: 1/4" = 1'-0" ~ ·~:I! Cz~.-~ 9-.t~~Q RCE .z8'Qt._ EXP. :?-3 /:" 0, DATE REV!Ew'ED BY• INSPECTOR DATE /I'\ A6 ~Ult..:1 ~ CITY OF CARLSBAD SHEETS 1~{44' 4 ENGINEERING DEPARTMENT CABINETRY FINISHES CARLSBAD CITY LIBRARY LEARNING CENTER APPROVED BY: WILLIA~ /,h,7, • s .,.,: J • I 2.~e,-a, DEPUTY CITY ENGINEER PE#: 28176 EXP: 03-31-06 DATE DWN BY: BMJAW I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: PB REVISION DESCRIPTION 4001 ENGINEER OF WORK OlHER APPROVAL CITY APPROVAL RVWO BY: MO 434-5 I CD,___,ow. - (IF--- ~-- Gr--- (~- (!F--- ~-- ~ ®•os 10 f.OS. 11 FOS 12 FOS A B C • • ~ ~ ~ " -+---t-- I □ □ / ---0-------0- eJ - ( ~] ------r ® , I®o\___ 1111, I I;] llill I - ---- \___ I I © I I ~ I{_ I @) I A C D E F G • 0 • • ~ a ~ 0 0 " ,f"f',-;o i -[ ------- ~ ~ABOVE ~ l.'.YABOve □ • • . (M5J . CM5J ® ( \@J 0 - -' -L_ ' -L_ ,- 0 L_ - 0 ' 1111 llill V _A_ I J ® \_ , ™5). I 1 ()',os • '" 11 .OS @) I E G H J • • 0 0 • • ®AaOVE • '(M5J 1M5J '(M5J I\ \ I\ ® @) ® \ ( -® \___ I\ 0 n D - r'-~ J -'11 A J L../ '---L..,/ '---- I ® I I ®------ • 0 • CD II 0 K (0 ~ • ~ 0 K - ® I \ I 0 K = I \ --- r\ 0 r------ = I - 9 al @L - - ~) ~----~ □ □ □ FOSG) ~ --~ ----~@ -n--____ CLC(6) CLCCD --------FOS(~) --~~ -□ ---- □ • 0 " M F.O.S. 10 GROUND LEVEL FLOOR PLAN SCALE: 1/8" = 1'-0" north SYMBOLS LEGEND SHEET GENERAL NOTES I I \ \. I '\, . / I • ( I I I \ • ·- I (/ EXT MECHOSHADE, MECHO 5 ,1 STANDARD BRACKET, SURF CE MOUNTED WITH FASCIA ANO !END CAP; EUROVEIL 5315 'ONYX I TWEED' //_// . . • \ / / 1. SEE TYPICAL DETAILS 1/F4.0 AND 1/F4.1 FOR ATTACHMENT OF WINDOW SHADE . COORDINATE LOCATION OF CORRECT DETAIL WITH MATERIALS AND CEILING HEIGHTS SHOWN ON REFLECTED CEILING PLAN. ---------- "·-..__ / / \ ) 24" X 48" SQUARE -==~~~~~~~Ti1=TANGULAR ACOUSTICAL -----Y-IN PANEL _/ / / ---. . ·- ---.. -++---+Iii r--......J2 7/8" x 2 718" x 1/8" WALL \. \ I ' I I I / __ /. INT • I I 5/16 MOUNT ANGLE J-11',c----"<-~ "' 'SNAPLOC' FASCIA 2 3/4" MAXIMUM ROLL UP U~,,----,,...:i L'<;=~'-! -~'l"IAMETER f1¢:,,,~t;----+--EUROVEIL 5315 'ONYX o TWEED' SHADE CLOTH 8 8 () (\, [) [) c) Q C) C) 3" 0 ,. DRIVE CHAIN -----GYP BOARD Inr--------------WJNDOW I I j 1 ! ~~~~!~-E MOUNTED MECHOSHADE AT ACOUSTICAL CEILING PANEL, TYi MANUEL ONCINA ARCHITECTS INC. ARCHITECTURE PLANNING INTERIORS 5711 La Jolla Blvd. La Jolla, CA 92037 858/ 459-1221 TL 858/459-1214 FX lnqulrles@onclnoarc.com 11 AS BUILT" ~ .. · l!'f~~- RCE Z.9/7, EXP,."i-3,t•n.. REV!Ew'ED BY• INSPECTOR F4.0 .~f"-y~ DATE DATE /\'\ A"<> VUIL,1 ~ CITY OF CARLSBAD SHEETS 5 ENGINEERING DEPARTMENT l~f43- GROUND LEVEL WINDOW COVERING PLAN CARLSBAD CITY LIBRARY LEARNING CENTER - APP'5:VED BY: Wl~~}'~MER h. ~--.. rZ .3·1-l· ti' DEPUTY CITY ENGINEER PE#: 28176 EXP: 03-31-06 DATE DWN BY: BMJAW I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: PB REVISION DESCRIPTION 4001 ENGINEER OF WORK OTI-IER APPROVAL Cl TY APPROVAL RVWD BY: MO 434-5 . 060806 "'-A B C D E <4 <4 ~ ~ q 0 0 cl • • • --r --r -----------i - I I I I I c~--1-------------------------0---- / --.,,. -------.,,. CD'-°"'---.,,.--@) I cw (~-- ~-- I ®1 @l I I I I I -, ~ I I I I 1/ -® (M5) I I I I I .. I I I @) I \ 11 I --I (IF--- ~-- (IF--- ®=--- I I I --I I I I I --10 F.O.S. __ _ \ ----.--I / --- . 11 F.OS _ @=~ '/ I A --@ ------® - I -I I • cw . (M5) , @l @ e @) @ @ @ ® e I @ I ~-I lM5 t- -I --@y I I @ -® --- I ----------- I ~1 j ® E F G ~ <4 ~ • ---t - I I J @) ~ H (M5) ~' . J , ® C t -i// , i //1 .-· I /i 11 -- Ir if , -" l - , ' l__: I <4 <4 0 0 ,: • F @) ® J ~1 <4 ~ ' ,-------- I ---I I ---I '--I '-- I '-- - @J @) @) -@ ®.-=-- -- I <4 <4 ~ 0 • (0 D K L " a "' 0 0 ,: I --- 1----I / I / I / '--/ --....._"I_.,/ @f G @Jr ® ' -L 0 =: =: ,. -- ---- )f / _ _ _ FOS(1) -, ~ I 0 - I I I I _ FOS(3) --~ -~ ----- -~ 0 2E ~ --2D I -- ----~ ----q 2C - . - ,.,,....__ -~ --~ 2B '../ ---·-~ I FOS(1o ----. -~ .o.s. 11 jj • ct: ~ ® D ' I ' UPPER LEVEL FLOOR PLAN SCALE: 118" = 1 '-0" nor I h /J'\ A8 BUILT OATE INITIAL I SYMBOLS LEGEND SHEET GENERAL NOTES (M5) MECHOSHADE, MECHO 5 I STANDARD BRACKET, SURFACE MOUNTED WITH FASCIA AND END CAP; EUROVEIL 5315 'ONYX TWEED' 1. SEE TYPICAL DETAILS 1/F4.0 AND 1/F4.1 FOR ATTACHMENT OF WINDOW SHADE. COORDINATE LOCATION OF CORRECT DETAIL WITH MATERIALS AND CEILING HEIGHTS SHOWN ON REFLECTED CEILING PLAN. '\, __ F========---;;:::::=,GYP BOARD SOFFIT ,----- (/ \ \''--- EXT ', i \ J 5116 1" 2 7/8" x 2 718" x 1/8" WALL MOUNT ANGLE SNAPLOC FASCIA .. / · I ur---r"'°~~=""-'-l __ _,_,2 3/4" MAXIMUM ROLL UP DIAMETER 3" ---EUROVEIL 5315 'ONYX TWEED' SHADE CLOTH DRIVE CHAIN ITTlc-lJ~-~IN~T------------WINDOW SURFACE MOUNTED MECHOSHADE AT GYP BOARD SOFFIT, TYP SCALE: 6"=1'-0" DATE INITIAL DATE INITIAL MANUEL ONCINA ARCHITECTS INC. ARCHITECTURE PLANNING INTERIORS 5711 La Jolla Btvd. Lo Jolla, CA 92037 858/459-1221 TL 858/459-1214 FX inquiries@onclnaarc.com II AS BUILT" u..l~; C..~•'"L RCE ZQL2fl ExP. 3--3l·a REV!Ew'ED BY• INSPECTOR F4.1 'L.-ll~~D DATE DATE ~ CITY OF CARLSBAD SHEETS l~"i~ 6 ENGINEERING DEPARTMENT UPPER LEVEL WINDOW COVERING PLAN CARLSBAD CITY LIBRARY LEARNING CENTER APPR~ BY: ~ILLIAM E ~ At, 1/~ ~ ... ,_ ;J-14•46 DEPUlY CllY ENGINEER PE#: 28176 EXP: 03-31-06 DATE DWN BY: SM/AW PROJECT NO. PO I I DRAWING NO. CHKD BY: REVISION DESCRIPTION 4001 ENGINEER OF WORK 0111ER APPROVAL CITY APPROVAL RVWO BY: MO 434-5 ' . GENERAL NOTES RECLAIMED WATER NOTES RECLAIMED WATER SYSTEM (PUBLIC) 1. ALL WORK SHALL 8[ DON[ IN ACCORDANC[ Wl11-I 11-1[ CARLSBAD MUNICIPAL WA TfR DISTRICT'S "CARLSBAD RE CLAM A 770N RULES AND REGULA 770NS FOR CONSTRUCTTON OF RECLAIMED WA TfR MAINS" DA TfD OCTOBER, 1993. 2. ALL PUBLIC FAC/LJTTES SUCH AS COMFORT STATIONS, DRINKING FOUNTAINS, ETC., SHALL. 8£ PROT£CTfD FROM SPRAY BY RECLAIMED WATER. CARLSBAD CITY LIBRARY LEARNING CENTER SHEET TITLE SHEET NUMBER J. NO PONDING, RUN-OFF OR OV£R-SPRAY IS PERMITTfD. 4. HOSE BIBS AR£ STRICTLY PROHIB/T£D. 5, ON-SIT£ CROSS-CONNECTTONS BETW£EN RECLAIMED WATER LINES AND POTABLE WA T[R UN£S IS STRICTLY PROHIB/TfD. 6. NO SUBSTITUTION OF PIP£ MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF 11-1£ CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 7. ALL ON-S/T[ PIP£S SHALL HA 1/£ WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. *8. 11-1£ /RR/GA TION SYSTEMS SHALL RUN BEHVfEN THE HOURS OF 10: 00 P.M. AND 6: 00 A.M. THE FOLLOWING MORNING (SPOT /RR/GA TION COULD BE DONE AT A DIFFERENT TTME) W/11-1 QUALIFIED SUPERVISION PERSONNEL ON SITE. 9. PROVIDE A MINIMUM OF AT LEAST 18 INCHES OF CO\/£R 0\/£R ALL WIRING AND PIPING. 10. PR/VAT£ LOTS SHALL BE PROT£CT£D FROM CONTACT FROM RECLAIMED WAT£R,WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPL/CATION, 11-IROUGH /RR/GA TION OR 011-IER APPRO\/£D US£. LACK OF PROT£C770N, Wl-/£11-IER BY D£SIGN, CONSTRUCTION PRACTIC£ OR SYSTfM OPERATION, IS STRIC1L Y PROHIBITfD. II. CONTRACTOR SHALL ADJUST H£ADS TO PR£1/£NT Ol/£R-SPRA YING ON ALL SIDEWALKS, STREET, AND PR/VAT£ LOTS. 12. QUICK COUPLING VAL\/£S SHALL HAI/£ A SPECIAL COUPLE K£Y PER CARLSBAD MUNICIPAL WA T£R DISTRICT'S RULES AND REGULATIONS. 13. METfRS SHALL 8£ SIZED BY THE CITY OF CARLSBAD MUNICIPAL WA TfR DISTRICT. 14. ALL /RR/GA 770N PIPE SHALL BE STENCILED, COLOR-CODED (PURPLE) AND LAID W/11-I WARNING TAPE PER 11-IE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 15. ALL POTABL£ WATER AND RECLAIMED WATER PIPING SHALL 8£ INSTALLED Wl11-I 11-IE ST£NCILING ORIENTfD TOWARD 11-IE TOP OF 11-IE TRENCH. 16. WHEN A POTABL£ WATER LINE AND RECLAIMED WAT£R UN£ CROSS, 11-IE RECLAIMED LINE SHALL BE INSTALLED WITHIN A PROTECTI\/£ SLEEVE:. THE SLEEVE: SHALL EXTfND 10 FEET FROM EACH SID£, FROM 11-IE CENT£R UN£ OF POTABLE UN£, FOR A TOTAL OF 20 FEET. 17, A 10 FOOT HORIZONTAL SEPARATION BETW£EN POTABL£ WA T£R AND RECLAIMED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POTABLE LINE MUST BE INSTALLED ABO\/£ 11-1£ R£CLAIM£D LIN£. 18. A MINIMUM OF 12 INCHES OF \/£R71CAL SEPARATION B£TW££N UTIUT/£S MUST 8£ MAINTAINED AT ALL TIMES. * 19. D£1/£LOPER/CONTRACTOR SHALL CONDUCT A CROSS-CONNECTION T£ST AND CO\/£RAG£ T£ST AS DIRECT£D BY 11-1£ CARLSBAD MUNICIPAL WA T£R DISTRICT ENGINEER AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL H£AL 11-1 PRIOR TO ANY US£ OF RECLAIMED WA T£R. 20. QUICK COUPLING VALVES US£D IN R£CLAIM£D WA TE:R SYST£MS SHALL CONFORM TO THE FOLLOWING: A. QUICK-COUPLING VAL\/£S SHALL 8£ 1 INCH NOMINAL SIZE N£LSON #764-5, W/11-1 BRASS CONSTRUCTION AND A NORMAL WORKING PRE5SURE OF 150 P.S.I. OR RA/NB/RD #44 NP. 8. IN ORDER TO PREV[NT UNAU11-IORIZED US£, 11-1£ VALi/£ SHALL 8£ OP£RAT£D ONLY W/11-I A SPECIAL COUPLER KEY Wl11-I AN ACME 11-IREAD FOR OPENING AND CLOSING 11-1£ VALi/£. C. THE COVER SHALL BE PERMANENTLY ATTACHED TO THE QUICK-COUPLING VAL \/£S. IT SHALL 8£ PURPL£ RUBBER OR VIN"rt.. D. LOCKING COV£RS ARE REQUIRED. 21. AN ANNUAL CROSS CONNECTION INSPECTION WILL BE DON£ BY £111-IER CARLSBAD MUNICIPAL WA T£R DISTRICT OR SAN DIEGO COUNTY D£PARTM£NT OF HEAL 11-1 SERVICES COP/£S OF INSP£CTION R£PORTS WILL 8£ FORWARDED TO 11-1£ NON-INSP£C77NG PARTY. * 22. DEVELOPER SHALL SHOW 11-IE LOCATION OF R.C. SIGNS 'DO NOT DRINK' ON 11-1£S£ PLANS, * 2J. AN ON-SIT£ USER/SUPERVISOR SHALL 8£ D£S/GNA T£D IN WRITING. 71-1/S INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTfMS WITHIN 77--IE PROPERTY, Wl11-I 77--IE BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROTE:CTION, AND THE SPECIFIC REQUIREMENTS OF A RECLAIMED WA T£R SYSTfM. COP1£S OF TH£ D£SIGNA 770N, Wl11-I CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE SAN DIEGO COUNTY DEPARTMENT OF H£AL11-I SERVICES AND CARLSBAD MUNICIPAL WAT£R DISTRICT. IN CASE OF EM£RGENCY CONTACT BOB RICHARDSON AT (760) 4-34--2980 OR AFTfR HOURS CONTACT CARLSBAD POLICE DISPATCH AT (750) 931-2197 24-. SHOW ALL PUBLIC & PR/VAT£ POTABLE WA T£R MAINS ON IMPRO\/£MENT PLANS. 25. BEST MANAGEMENT PRACTICES SHALL BE USED TO EL/MINA T£ OR CONTROL TO 11-IE BEST £XT£NT POSSIBLE PONDING, RUNOFF, OV£RSPRA Y & MISTING. CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROT£CTION, AND 11-IE SPECIFIC REQUIREMENTS OF A RECLAIMED WA T£R SYST£M. COPIES OF THE DESIGNA T/ON, W/11-1 26. £DUCAT£ ALL MAINT£NANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED WAT£R. PERSONNEL MUST 8£ INFORMED IHAT RECYCLED WAT£R IS MEANT FOR /RR/GA TION PURPOSES ONLY, AND IS NOT APPRO\/£D FOR DRINKING PURPOSES, HAND WASHING, CLEANING OF TOOLS, ETC... GIVEN IHE HIGH TURNOVER RAT£ OF EMPLOYEES IN THE LANDSCAPE INDUSTRY IT IS IMPORTANT 11-IA T 11-IIS INFORMA 770N 8£ DISSEMINA T£D ON AN ALMOST DAILY BASIS. 27. A PHYSICAL SEPARATION SHALL 8£ PROVIDED BETW£EN ADJAC£NT AREAS /RR/GA T£D WIIH RECYCLED WA T£R AND POTABLE WA T£R. SEPARA 770N SHALL BE PROVIDED BY DISTANCE, CONCRETE: MOW STRIPS OR OIHER APPRO\/£D ME11-IODS. TITLE SHEET Tl 3368 Eureka Place, Carlsbad, California IRRIG. LEGEND & NOTES LJ /RR/GA T/ON PLANS L2 SIGNAGE NOTES /RR/GA T/ON DETAILS L3 11-IE FOLLOWING GUIDELINES FOR 11-IE USE OF RECLAIMED WA T£R ARE TO BE PERMANEN1L Y POST£D INSIDE IHE DOOR OF EACH CONTROLLER WI-/ERE 77--IEY ARE EASILY VISIBLE. PLACE ON 8-1/2' X 11• SIZED SIGN. I I I 11 I I I I I IDWEL,LING U/\JITS I "DO NOT DRINK" SIGN ------------:: COLOR: PURPLE BACKGROUND Wl11-I BLACK L£TTfRING. I, GUIDELINES FOR RECLA/MEO WA T£R USE: I /MIT I INF OF RF,:/ t.lUl""D IA!t. TFR / IC::F QUICK COUPLER, GATE & REMOTE ) ,_..-,/ QUICK COUPLER ----~ . N 6S'!;E,'2.e,• e CONTROL VALVES ,ne.r D . I ~ • • A. IRRIGATE BETW£EN IHE HOURS OF 10: 00 P.M. ANO 5: 00 A.M. ONLY. WATERING OU TS/DE 11-IIS TIME FRAM£ MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SIT£. NO SYST£M SHALL AT ANY TIME BE LEFT UNATT£NDED DURING USE OUTSIDE IHE NORMAL SCHEDULE. QUICK COUPLER, GA TE & REMOTE CONTROL VALVES -~ L ... - '----. ➔ ~ ~- ~J a CHILDREN'S PLAY AREA I ..... I h1 PROTECTED FROM OVERSPRA Y I B. /RR/GA T£ IN A MANNER 11-IA T WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. 77--IE APPL/CATION RAT£ SHALL NOT EXCEED IHE INFILTRATION RAT£ OF 11-1£ SOIL. TIMERS MUST 8£ ADJUSTE:D SO AS TO BE COMPA TIBLI: WIIH IHI: LOWEST SOIL INFIL1RATION RATE: PRESENT. IHIS PROCEDURE MAY 8£ FAC/LITAT£D BY 11-1£ EFFICIENT SCHEDULING OF 11-11: AUTOMATIC CONTROL CLOCKS, (I.E., EMPLOYING IH£ REP£AT FUNCTION TO BREAK UP IHE TOTAL /RR/GA TION TIME INTO CYCLES IHAT WILL PROMOTE: MAXIMUM SOIL ABSORPTTON), C. ADJUST SPRAY HEADS TO EL/MINA T£ OVERSPRAY ONTO ARl:AS NOT UNDER IHE CONTROL OF 77--IE CUSTOMER. FOR EXAMPLE, POOL DECKS, PR/VAT£ PA nos AND LOTS, AND STREETS AND SIDEWALKS. D. MONITOR AND MAINTAIN 11-IE SYST£M TO MINIMIZE EQUIPMENT AND MA T£RIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VAL V£S, ETC., SHOULD BE REPAIRED AS SOON AS IHfY BECOME APPARENT. £. 77--IE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR EDUCATING EACH EMPLOYEE AND ALL MAINT£NANCE PERSONNEL ON A CONTINUOUS BASIS, REGARDING 77--IE PRESENCE OF RECLAIMED WAT£R. MAINT£NANCE PERSONNEL MUST BE INFORMED IHA T WA T£R IS FOR /RR/GA TION PURPOSES ONLY AND IS NOT APPRO\/£D FOR DRINKING OR FOR HAND AND TOOL WASHING, ETC. ' PARK "DO NOT DRINK" s FIRE SERVICE TO BUILDING .... DOMESTIC WATER '. TO BUILDING I w ~ / G -1- / w 0::: :::, UJ .... V E =?V/CL I i I\ -. I i I I • i . ~ ' 0 I i '-' Ao /;: 5 0 !!l• I " V///, ,. 0 • 0 ta, n • ,. 0 / n,A" ta• I. ill j; • 0 r///,1 /~ ,. 0 ta• I • Q <l) ,. 0 ,. i • 0 • 0 • -BY RAISED CONCRETE CURB LIBRARY • DRINKING FOUNTAIN LE:ARNING CENTE:R ON OUTSIDE WALL • I (NO OESIGNA TEO OUTDOOR MODULAR Q ---Q EA TING AREAS ARE PLANNED) BUILDING !:! ~ ASSESSOR'S N I PARCEL -... NUMBER EE 205-112-37-00 "DO NOT DRINK" SIGN ./ ----' ' ~ -• GA TE & REMOTE I/ '__,_/ 3 ,· CONTROL VALVES -\. ~-~ V ~ . \ ~ • -' \. " " Q DWELLING UNITS \ " , .... z -. . = / = NEIGH 'OR/NG RESIDENCES F. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MOD/FICA TIONS TO ANY PRIVATE ON-SIT£ FACILITIES. SUCH CHANGES MUST Bf: SUBMITT£D TO.AND APPROVED BY, 77--IE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE Wl11-I DISTRICT STANDARDS. RECYCLED WATER YETE ,c ~ .. .. .. .. n ,. .. .. • • .. .. Ill 'j 12:1 ., .. .. ... .. PRO TE ~TEO FROM OVERSPRA Y 1. ALL RECLAIMED WA T£R SPRINKLER CONTROL VALVES SHALL BE TAGGED W/11-1 /DENT/FICA 770N TAGS. A. TAGS SHALL BE WEA IHERPROOF PLASTIC, 3'x 4', PURPLE IN COLOR, W11rl IHE WORDS "WARNING RECLAIMED WATER -DO NOT DRINK" IMPRINT£D ON ONE SIDE, AND 'A VISO -AGUA IMPURA-NO TOMAR" IMPRINT£0 ON IHE 011-IER SIDE. IMPRINTING SHALL BE PERMANENT ANO BLACK IN COLOR. USE TAGS AS MANUFACTTJREO BY T. CHRISTY ENTfRPR/SES OR APPROVED EQUAL. LOCATION (FUTURE DOMESTIC WATER METE POINT OF CONNECTION_, SHUT-OFF @ EXISTING 1 " BACKFLOW PREVENTER (RECLAIMED WATER NO "" +-~ ➔ ----• . v' ... ,.,,, V • • ~ .. .. " .. ., .. N .. .. N D \. /'- 8. ONE TAG SHALL BE ATTACHED TO EACH VAL VE AS FOLLOWS: YET AVAILABLE TO SI~ ) / ---N es·;e,•i.e,• e 1. ATTACH TO VALi/£ ST£M DIRECTI.Y OR WIIH PLASTIC T/1:-WRAP OR 2, ATTACH TO SOLENOID WIRE DIRECTI.Y OR WITH PLASTIC TIE-WRAP OR J. ATTACH TO VALVE COVER WIIH EXISTTNG VALVE COVER BOLT. "oo NOT DRINK" ..SIG N- QUICK COUPLER, GATE & REMOTE CONTROL VALVES I-/ - ,,, ~---- V > ~- / ~ \l I 2. ALL SPRINKLER HEADS SHALL 8£ IDENTIFIED AS RECLA/MEO WA T£R SPRINKLER Hf:ADS. DWELLING UNITS 2, EACH AU TOMA TTC CONTROLLER AND ITS ASSOC/A T£D EQUIPMENT SHALL BE IDENTIFIED Wl11-I A SIGN BEARING 11-IE WORDS "RECLAIMED WA T£R USED FOR /RR/GA 770N' IN ENGLISH AND SPANISH, Wl11-I BLACK LETTERS 1" HIGH ON A PURPLE BACKROUND. IHE SIGN SHALL BE PLACED SO IHAT IT CAN BE READILY SEEN BY ANY OPERA TTONS PERSONNEL UTILIZING IHE EQUIPME:NT, DE:CLARA TION OF RESPONSIBLE CHARGE: I HEREBY DECLARE IHAT I AM 77--IE LANDSCAPE ARCH/T£CT OF WORK FOR IHIS PROJECT, IHAT I HA 1/£ EXERCISED RESPONSIBLE CHARGE OVER IHE DESIGN OF 11-1/S PROJECT AS DEFINED IN SECTION 670J OF IHE BUSINESS ANO PROFESSIONS CODE AND IHAT IHE DESIGN IS CONSISTENT W/IH CURRENT STANDARDS. I UNDERSTAND THAT 77--IE CHECK OF PROJECT DRAWINGS AND SPECIF/CA TTONS BY THE CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL 1H IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIE:1/£ ME, AS IHE LANDSCAPE ARCH/T£CT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DES~IGN. . FIRM NAMES & ADDRESSES: _p ,t NERI LANDSCAPE ARCHIT£CTUR1: ,,_ " 'lturof-1--\,UV--:., 7 ·If)· o~ 4-01 VIA DEL NORTE: LA JOLLA, CA 92037 PHONI: NO: (858) 4-59 -2080 REGISTRATION NO: CA 3321 (N. T.S.) JAMES P. Nf:RI EXPIRATION DAT£: 6.J0.07 WARNING RE LAIMED WATER DO NOT DRINK R CLAIMED WATER AVISO-AGUA IMPURA N TOMAR DATE WARNING RECLAIMED WATER DO NOT DRINK AVISO-AGUA IMPURA NO TOMAR 18" X 18" SIZE .016 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS INSPECTION PROCEDURES ,. CITY CONSTRUCTION INSPECTION SHALL INCLUDE: A. LOCA 770N OF PIPE LINES. 8. TRENCH DEPIH, C. REQUIRED SEPARATION (HORIZONTALLY AND VERTICALLY). 0. PIPE /DEN TIFICA 770N. £. POINTS-OF-CONNECTION (POC'S). F. LOCATION ANO /DENT/FICA TION OF SPRINKLER HEADS. G. WARNING SIGNS AT IHf SIT£ AND ON IHI: TRUCKS HAULING RECLAIMED WATER (IF RECLAIMED WA T£R IS USED FOR CONSTRUCTION). AN APPROVAL LETT£R REGARDING 11-IE INSPECTION OF IHE PROJECT SHALL BE OBTAINED FROM 11-1£ CITY AND 11-IE DISTRICT, AND BE FORWARDED TO 77--IE COUNTY Hf:ALIH DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL. 2. DISTRICT FINAL INSPECTION SHALL INCLUDE: A. COVERAGE T£ST, AFT£R COMPLETION OF IH£ SPRINKLER SYST£M, TO DETfRMINE IHE ADEQUACY OF COVERAGE ON IHE APPROVED USE AREA AND PROT£C770N OF AREAS NOT APPROVED FOR RECEIVING RECLA/MEO WA T£R. 8. WARNING SIGNS AND LABELS. C. QUICK COUPLING VALVES. 0. All ASPECTS OF IHE /RR/GA 770N CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF, AND PONDING, E. REQUIRED PROT£CTION OF ALL RESIDEN11AL AREAS. F. REQUIRED PROT£CT/ON OF WELL, STREAMS, RESERVOIRS, ETC. G. CROSS-CONNECTION. 3. ANNUAL INSPECTION SHALL INCLUDE: A COMPLETE: INSPECTION 'Mi/CH SHOULD COVER PART A, PART B AND PART G OF IHE DISTRICT FINAL INSPECTION. REVISIONS MUST BE APPROVED BY PUBLIC Hf:ALIH ENGINEER, CITY ENGINEER & DISTRICT ENGINEER PRIOR TO IMPLEMENTA 770N IN FIELD. PACIFIC OCEAN . BY 6' MASONRY FENCE --' PA ~KING \ DWELLING UNITS ' ~--~ PROPERTY BOUNDARY " N It ... ., ... .. .. .. ... I I • ,., ~ " /'\ 232.10' .. 00000 w ooocoo --R--I I lmlXI--R D LA j ' , NERI LANDSCAPE ARCHITECTURE 40 I YlA DEL NORTI: ~ LA Jou.A CA.92037 TEL 858-459-2.080 FAX 8!58-459-2081 WWW,NERD.A.COM 1-5 LEGEND EX/$ i NG POTABLE WATER SYSTEM (NO I XISTING RECLAIMED WATER SYSTEM) PROP SEO RECLAIMED /RR/GA TION SYSTEM AREA OF RECLAIMED WATER USE LOCATION OF CONNECTION POINT, FLOW SENSOR, METER & BACKFLOW PREVENTION "DO NOT DRINK" SIGN LOCATIONS 0 li0 . , l 0 SCALE< f-100' T1 "AS BUil T" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET CITY OF CARLSBAD NOTTO SCALE 147 PLANNING DEPAR1MENT ~~~ VICINITY MAP ~ NORTH PUBLIC (ONSITE) RECLAIMED WATER SYSTEM FOR: CARLSBAD LIBRARY LEARNING GENTER * IT£MS NOS. B, 19 & 2J SHALL 8£ Rf:QU/RED JUST PRIOR TO IHE ACTUAL USI: OF RECLAIMED WATER. ITEM NO. 22 THE: S/GNAGE: PLAN SHALL BE: PART Or THIS J.P. BUT IHE ACTUAL SIGNS & TAGS WILL BE INSTALLED JUST PRIOR TO ACTUAL USE OF R.C. WATER. 12" X 36" SIZE 1" BLACK LETTERS 2" BLACK LETTERS C:\DRAWING FILES\TITLE SHEETS\CWD-RW.DWG 11/22/04 .016 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS • TYPICAL SIGNS TELEPHONE: _____ _ DAlE PLAN PREPARED: ~3,=8>=,1,/JOB,__ ____ _ t--+--------------t-----+---1 BY: NERI I ANDSCAPE ARCHITfGD/RE CHCKD BY: JN PROJECT NO. 4001 3-11:·d~ DAlE DRAWING NO. 001 C.M.W.D. JOB NO. ____ _ '.. ·' 060806