Agenda packet — San Carlos City Council, November 10, 2025 (part 5 of 10)

November 10, 2025 Packet Pg. 815
CURB
LINE NOTES: 1. WHERE CONCRETE WALK IS ADJACENT TO CURB, PROVIDE ISOLATION JOINT BETWEEN WALK AND BACK OF CURB. 2. CONTROL JOINTS CONSISTING OF 1" DEEP SCORES SHALL BE PLACED AT 10' INTERVALS O.C. - ALL SIDES EXCEPT BOTTOM. 3. WHERE WALK IS ADJACENT TO CURB, THE JOINTS SHALL ALIGN WITH THE JOINTS IN THE CURB. 4. GEOTECHNICAL ENGINEER TO OBSERVE SOIL CONDITIONS PRIOR TO THE POURING OF CONCRETE. SCALE: STANDARD CONCRETE CURB 1 NTS 6"
10" MIN. VARIES 6"
1"
4" 11" 6" 6" VARIES (0" TO 4") NOTES: 1. REINFORCEMENT SHALL CONSIST OF 6" X 6" - #10/#10 WELDED WIRE FABRIC. 2. CONCRETE ROLLED GUTTER SHALL BE INSTALLED PRIOR TO PAVING, UNLESS ENGINEER APPROVES OTHERWISE. 3. PLACE 1/2" DIAMETER X 18" LONG DOWELS, AT EXPANSION JOINTS, AS SHOWN. 4. PLACE 1/4" THICK EXPANSION JOINS FULL WIDTH 20' ON CENTER. 5. SUB-BASE MATERIALS WITHIN 30" OF SUBGRADE. SHALL BE COMPACTED 95% R.C. 6. PLACE 1/4" DEEP SCORE FULL WIDTH 10' ON CENTER, BETWEEN EXPANSION JOINTS. SCALE: ROLLED CURB 3 NTS CONSTRUCTION NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 2. SECURE OUTLET PIPE PRIOR TO CONCRETING OPERATIONS. 3. TRENCH DRAIN SHALL BE PER SPECIFICATIONS OR APPROVED EQUIVALENT.

VARIES 4" 8" 8" 6.1"
VARIES 4"

SEE LANDSCAPE
PLANS SCALE: TRENCH DRAIN 6 NTS SCALE: EXTENDED CURB AT PROPERTY LINE 4A N.T.S. 18" 6" 6"18" MAX
6" SCALE: RETAINING CURB 2 NTS
24" 6" 6"
29" MAX
6" 12" 12"
6" 3" CLEARANCE NOTES: 1. WHEN EXTENDED CURB AT PROPERTY LINE IS LOCATED ADJACENT TO AN EXISTING BUILDING, THE CURB SHALL NOT EXTENDED TO A DEPTH BEYOND THE BOTTOM OF THE BUILDING FOUNDATION. R=1/2" 18" 1:4 BATTER CURB FACE APPLY TACK COAT IF ADJACENT TO ASPHALT PAVEMENT SECTION PER PLAN SCARIFY AND RECOMPACT SUBGRADE TO 95% R.C. OR AS PER CITY OF SAN CARLOS STD . CLASS II A.B. COMPACTED TO 95% R.C. PL EXISTING GRADE R=1/2" #4 AT 12" O.C. (HORZ) 3" MIN. #4 AT 12" O.C. (VERT) @ CL LANDSCAPE AREA R=1/2" #4 AT 12" O.C. (HORZ) 3" MIN. #4 AT 12" O.C. (VERT) @ CL PRECAST CONCRETE UNIT PAVER (SEE LANDSCAPE PLANS) BENCH, SEE LANDSCAPE DRAWINGS R = 1/2" SEE NOTE 1 6" CLASS II AGGREGATE BASE (MIN.) R = 2.5" CONNECT TRENCH DRAIN OUTLET TO 6" COUPLING WITH PIPE ADAPTER. MATCH INVERT OF FLOW LINE OF OUTLET PIPE TO INVERT OF TRENCH DRAIN. SEAL JOINT WATER TIGHT PER MANUFACTURE RECOMMENDATION PLAN VIEW IN-LINE OUTLET SLOPED DRAIN BOTTOM 0.5% TO OUTLET SQ. BOTTOM AVAILABLE SECTION B EXPANSION JOINT/ CONTRACTION JOINT (TYP) GRATE FRAME CLAMPING BOLT GRATE LOCKING DEVICE GRATE 4 12" NOM A B B SECTION A SLOPED DRAIN BOTTOM 0.5% TO OUTLET SQ. BOTTOM AVAILABLE TREE GRATE 4 12" NOM A #4 REBAR @ 6" O.C. E.W. #4 REBAR @ 6" O.C. E.W. LANDSCAPE R = 1/2" TRENCH DRAIN WITH TREE GRATE EXPANSION JOINT/ CONTRACTION JOINT PRECAST CONCRETE UNIT PAVER (TYP.) 6" PVC C-900 SD PIPE TO BIO RETENTION TRENCH DRAIN OUTLET WITH 6" COUPLING AND PIPE ADAPTER (CONNECT THIS END WITH TRENCH DRAIN) 6" COUPLING WITH PIPE ADAPTER 6" COUPLING WITH PIPE ADAPTER EG = 28.00EXISTING BUILDING PROPOSED TOP OF WALL/RETAINING CURB AT BIORETENTION AREA TW = 29.00 FS = 26.50 EXISTING NATIVE SOIL PROPOSED BOTTOM OF FOOTING TO BE AT 25.00 BOTTOM OF EXISTING BUILDING FOUNDATION AT 25.00 18" CLASS II PERMEABLE12" BIORETENTION SOIL EXISTING BUILDING FOUNDATION AREA OF INFLUENCE INSTALL 10 ML IMPERMEABLE PLASTIC LINER AT 1:1 SLOPE 1:1 #4 REBAR @ 12" (TYPICAL) #5 REBAR @ 12" (AT TOP) #5 REBAR @ 12" (AT BACK) #4 REBAR @ 12" (TYPICAL) SCALE: RETAINING CURB AT BIORETENTION (ADJACENT TO PROPERTY LINE) 4B N.T.S. PAVEMENT AND SUBGRADE VARIES (SEE LANDSCAPE PLANS) PAVEMENT AND SUBGRADE VARIES (SEE CIVIL PLANS) CONTINUATION TO BIORETENTION OUTFALL, SEE CIVIL PLANS 4" CLASS II A.B. COMPACTED TO 95% R.C. 4" 8" 8" 4" CLASS II A.B. COMPACTED TO 95% R.C.
4" AA- BB- 5' STANDARD CONCRETE CURB ROLLED CURB (HEIGHT VARIES) TC (CURB AT PL) = 28.38 TC (6" CURB) = 27.88 EXTENDED CURB AT PROPERTY LINE EG 27.30 TC (4" ROLLED CURB) = 27.38 EG (CONFORM) = 27.13 5' 4A C-601 3 C-601 1 C-601 3 C-601 1 C-601 EXISTING GRADE TOP OF CURB FINISHED GRADE ROLLED CURB EXTENDED CURB AT PROPERTY LINE CONFORM TO EXISTING GRADE STANDARD CONCRETE CURB INSTALL DOWEL, EMBED 3" PL STANDARD CONCRETE CURB ROLLED CURB FLOWLINE The City of Good Living CITY OF SAN CARLOS CAL I FORN I A DOWNTOWN PLAN IMPLEMENTATION PHASE IA - HARRINGTON PARK CONSTRUCTION DOCUMENTATION CIVIL ENGINEER CSWST2 504 REDWOOD BLVD, STE 310, NOVATO, CA 94947 415.883.9850 ARCHITECT WARE ASSOCIATES 440 GRAND AVE, STE 250 OAKLAND, CA 94610 510.992.9888 WARE-ARCHITECTS.COM ELECTRICAL ENGINEER AURUM CONSULTING ENGINEERS 404 W FRANKLIN ST, STE 100, MONTEREY, CA 93940 831.646.3336 WATER FEATURE FLUIDITY DESIGN 724 S SPRING ST #1401, LOS ANGELES, CA 90014 213.739.9291 IRRIGATION DESIGN RMA 2670 CAMINO DIABLO, WALNUT CREEK, CA 94597 925.939.3985 LIGHTING DESIGN HLB LIGHTING 785 MARKET ST, STE 800, SAN FRANCISCO, CA 94103 415.348.8273 AUDIOVISUAL SALTER 130 SUTTER ST, FLOOR 5, SAN FRANCISCO, CA 94104 415.397.0442 LANDSCAPE ARCHITECT WALLACE ROBERTS & TODD, INC 120 2ND ST, 3RD FLOOR SAN FRANCISCO, CA 94105 415.575.4722 WRTDESIGN.COM OWNER CITY OF SAN CARLOS 600 ELM STREET SAN CARLOS, CA 94070 650.802.4264 DATE: 10/30/25 DRAWN BY: CHECKED BY: Sheet Title: Sheet # REVISIONS DATE 75% SUBMITTAL / BUILDING PERMIT 09/10/25 CANOPY/PAVILION STRUCTURAL ENGINEER STRUCTURECRAFT BUILDERS USA INC. 2225 N. 56TH STREET SEATTLE, WA 98103 100% SUBMITTAL / BID SET 10/30/25 DETAILS & SECTIONS C-601 SCALE: STANDARD CURB / ROLLED CURB TRANSITION 5 AS SHOWN SCALE: = SECTION AA 1" 1' SCALE: = PLAN VIEW 1" 4' SCALE: = SECTION BB 1" 1' 4A C-601 1 C-601 3 C-601 November 10, 2025 Packet Pg. 816
SCALE: CURB PENETRATION DETAIL 1 NTS NOTES: 1. WHERE PENETRATION OCCURS WITHIN 3" OF BOTTOM OF CURB, EXTEND CURB 6" BELOW PENETRATION 12" ON EITHER SIDE OF PENETRATION. 2. FOR GRADES,TC, FS SEE CIVIL PLANS. 3. PROVIDE PVC SLEEVES FOR EACH STORM DRAIN PENETRATION. PENETRATION (CORE OPENING) SHALL BE 1″ LARGER THAN THE OUTSIDE DIAMETER OF THE SLEEVE. SEAL ANNULAR SPACE WITH NON-SHRINK GROUT AFTER PIPE INSTALLATION. 2" CLR MIN TYP RETAINING CURB BIORETENTION RETAINING CURB SOUTH BIORETENTION EXTENDED CURB AT BIORETENTION FINISHED GRADE 12" STORM DRAIN PVC PIPE SLEEVE SD PIPE #3 REBAR (ALL SIDES OF PENETRATION) 4" AND 6" SD PIPES SHALL PENETRATE THE RETAINING CURB AT SEPARATE LOCATIONS AS SHOWN ON PLANS. #3 REBAR (ALL SIDES OF PENETRATION) PVC PIPE SLEEVE (MINIMUM 4" LARGER DIAMETER THEN SD PIPE BEING PENETRATED ) FINISHED GRADE LANDSCAPE RETAINING CURB, SEE DETAIL 2 ON SHEET C-601 RETAINING CURB, SEE DETAIL 2 ON SHEET C-601PVC PIPE SLEEVE (MINIMUM 18") #3 REBAR (ALL SIDES OF PENETRATION) LANDSCAPE #3 REBAR (ALL SIDES OF PENETRATION) BIORETENTION AREA EXTENDED CURB AT BIORETENTION, SEE SECTION (A,B,&C) SHEET C-600 6" AND 12" SD PIPES SHALL PENETRATE THROUGH THE EXTENDED CURB AT BIORETENTION AT SEPARATE LOCATIONS AS SHOWN ON SHEET C-300. PVC PIPE SLEEVE (FOR 6"SD PIPE, MINIMUM 4" LARGER DIAMETER THEN 6" SD PIPE AND FOR 12" SD PIPE, MINIMUM 6" LARGER DIAMETER THEN 12" SD PIPE) CONCRETE SPLASH PAD FOR 6" SD PIPE LOCATION ONLY : 2' WIDE 3' LONG 3" DEEP 1"
6" 6"
4" 8" 8" NOTES: 1. ALL TREAD SURFACES SHALL BE SLIP RESISTANT. 2. REFER TO LANDSCAPE DRAWINGS/SPECIFICATIONS FOR COLOR, PATTERN, TEXTURE AND FINISH. 3. SEE LANDSCAPE PLANS FOR LOCATION OF JOINTS. 4. REFER TO GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION. SCALE: PEDESTRIAN CONCRETE SECTION 5 NTS NOTES: 1. PAVEMENT SECTIONS ARE BASED ON RECOMMENDATIONS FROM THE PROJECT GEOTECHNICAL REPORT. 2. REFER TO LANDSCAPE PLANS FOR CONCRETE COLOR, PATTERN, TEXTURE AND FINISH. 3. SEE LANDSCAPE PLANS FOR LOCATION OF CONTROL JOINTS. SEE DETAIL 3, SHEET C-602. 4. REFER TO GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION. 5. CONCRETE COMPRESSIVE STRENGTH TO BE 4500 PSI OR GREATER (FLEXURAL STRENGTH OF 625 PSI OR GREATER) 9" 6" 10" 8" 3' SCALE: VEHICULAR CONCRETE PAVEMENT 4 NTS NOTES: 1. PAVEMENT SECTIONS ARE BASED ON THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER AND ARE BASED ON A MINIMUM "R" VALUE OF 78. ADJUST DIMENSIONS PER FIELD CONDITIONS AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER. 2. REFER TO GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION. SCALE: STANDARD ASPHALT PAVEMENT SECTION 6 NTS PAVEMENT LOCATION T.I. A.C. THICKNESS (INCHES) A.B. THICKNESS (INCHES) LAUREL STREET 6.0 4.0 12.0 PORTLAND CEMENT CONCRETE LANDSCAPE FINISH SURFACE WHERE APPLICABLE R = 1/2" HARDSCAPE FINISH SURFACE WHERE APPLICABLE INCLUDE THICKENED EDGE WHERE ADJACENT TO LANDSCAPING CLASS II AGGREGATE BASE COMPACTED TO 95% R.C. SCARIFY AND RECOMPACT SUBGRADE TO 95% R.C. OR AS DIRECTED BY GEOTECHNICAL ENGINEER REPORT. (2) #4 BARS 3" CLEAR #4 BARS @ 16" ON CENTER, EACH WAY CONCRETE PAVEMENT SCARIFY AND RECOMPACT SUBGRADE TO 95% R.C. OR AS DIRECTED BY GEOTECHNICAL ENGINEER REPORT. CLASS II AB COMPACTED TO 95% R.C. PROVIDE ISOLATION JOINT WHERE ADJACENT TO STRUCTURE PER DETAIL 2, SHEET C-602 A.C. (SEE TABLE FOR DEPTH) CLASS II A.B. COMPACTED TO 95% R.C. (SEE TABLE FOR DEPTH) SCARIFY AND RECOMPACT 10" OF SUBGRADE TO 95% R.C. OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER. 1/4" MAX. SAWCUT [ t/4 ] DEPTH [ t ] PER PLAN SAWCUT CONTROL JOINT NOTES: 1. CONSTRUCT CONTROL JOINTS WITHIN 24 HOURS OF POUR. 2. SEE PLAN FOR LOCATION OF CONTROL JOINTS. 1/4" MAX. 1-1/4"[ t ] PER PLAN TOOLED CONTROL JOINT SCALE: CONTROL JOINT FOR CONCRETE PAVEMENT 3 NTS NOTE: 1. REFER TO APPROPRIATE PAVEMENT DETAIL FOR INFORMATION ON PAVEMENT SECTION AND SUBGRADE PREPARATION. 3 4" SCALE: ISOLATION JOINT AT STRUCTURE 2 NTS PORTLAND CEMENT CONCRETE PAVING PORTLAND CEMENT CONCRETE PAVING TOOLED JOINT W / 1/4" RADII EDGES DRAINAGE STRUCTURE, BOLLARD, CURB, FOOTING, CONCRETE PAN OR OTHER MISCELLANEOUS STRUCTURE ELASTOMERIC JOINT SEALER 14" MINIMUM WIDTH 12" MAXIMUM WIDTH 12" ASPHALTIC STRIP PAVEMENT AS APPLICABLE BASE COURSE AS APPLICABLE The City of Good Living CITY OF SAN CARLOS CAL I FORN I A DOWNTOWN PLAN IMPLEMENTATION PHASE IA - HARRINGTON PARK CONSTRUCTION DOCUMENTATION CIVIL ENGINEER CSWST2 504 REDWOOD BLVD, STE 310, NOVATO, CA 94947 415.883.9850 ARCHITECT WARE ASSOCIATES 440 GRAND AVE, STE 250 OAKLAND, CA 94610 510.992.9888 WARE-ARCHITECTS.COM ELECTRICAL ENGINEER AURUM CONSULTING ENGINEERS 404 W FRANKLIN ST, STE 100, MONTEREY, CA 93940 831.646.3336 WATER FEATURE FLUIDITY DESIGN 724 S SPRING ST #1401, LOS ANGELES, CA 90014 213.739.9291 IRRIGATION DESIGN RMA 2670 CAMINO DIABLO, WALNUT CREEK, CA 94597 925.939.3985 LIGHTING DESIGN HLB LIGHTING 785 MARKET ST, STE 800, SAN FRANCISCO, CA 94103 415.348.8273 AUDIOVISUAL SALTER 130 SUTTER ST, FLOOR 5, SAN FRANCISCO, CA 94104 415.397.0442 LANDSCAPE ARCHITECT WALLACE ROBERTS & TODD, INC 120 2ND ST, 3RD FLOOR SAN FRANCISCO, CA 94105 415.575.4722 WRTDESIGN.COM OWNER CITY OF SAN CARLOS 600 ELM STREET SAN CARLOS, CA 94070 650.802.4264 DATE: 10/30/25 DRAWN BY: CHECKED BY: Sheet Title: Sheet # REVISIONS DATE 75% SUBMITTAL / BUILDING PERMIT 09/10/25 CANOPY/PAVILION STRUCTURAL ENGINEER STRUCTURECRAFT BUILDERS USA INC. 2225 N. 56TH STREET SEATTLE, WA 98103 100% SUBMITTAL / BID SET 10/30/25 DETAILS & SECTIONS C-602 RAISED TRUNCATED DOME 2.3" MIN. AND 2.4" MAX.

2.3" MIN. AND 2.4" MAX.

0.20" NOTES: 1. CURB RAMPS SHALL HAVE A DETECTABLE WARNING SURFACE THAT EXTENDS THE FULL WIDTH AND 3'-0" DEPTH OF THE RAMP. 2. DETECTABLE WARNING SURFACES TO BE YELLOW UNLESS OTHERWISE NOTED IN PLANS OR SPECIFICATIONS. 3. THE EDGE OF THE DETECTABLE WARNING SURFACE NEAREST THE STREET SHALL BE BETWEEN 6" AND 8" FROM THE GUTTER FLOWLINE. SCALE: DETECTABLE WARNING SURFACE 6 NTS RAISED TRUNCATED DOME PATTERN (IN-LINE) DETECTABLE WARNING SURFACE 0.90" BASE DIA. 0.45" TOP DIA. WIDTH PER PLANS 3' MIN. RAISED TRUNCATED DOME 2.3" MIN. AND 2.4" MAX.

2.3" MIN. AND 2.4" MAX.

0.20" NOTES: 1. CURB RAMPS SHALL HAVE A DETECTABLE WARNING SURFACE THAT EXTENDS THE FULL WIDTH AND 3'-0" DEPTH OF THE RAMP. 2. DETECTABLE WARNING SURFACES TO BE YELLOW UNLESS OTHERWISE NOTED IN PLANS OR SPECIFICATIONS. 3. THE EDGE OF THE DETECTABLE WARNING SURFACE NEAREST THE STREET SHALL BE BETWEEN 6" AND 8" FROM THE GUTTER FLOWLINE. SCALE: DETECTABLE WARNING SURFACE 7 NTS RAISED TRUNCATED DOME PATTERN (IN-LINE) DETECTABLE WARNING SURFACE 0.90" BASE DIA. 0.45" TOP DIA. WIDTH PER PLANS 3' MIN.
7 November 10, 2025 Packet Pg. 817

1.5" BRASS BALL VALVE THREADED CAP AT THE END OF THE STUB , CLOSE VALVE AND CAP TIGHT 1.5" WATER LATERAL FG TAG "“FUTURE WATER CONNECTION” ENGRAVED PLASTIC OR STAMPED METAL CAP AND VALE WRAPPED ON 6 -MIL (0.006") PLASTIC SHEETING TO PREVENT DIRT INTRUSION FUTURE CONNECTION FOR PHASE 1B NOTES: 1. CAP AND VALVE SHALL BE WRAPPED IN 6-MIL POLYETHYLENE SHEETING AND SEALED WITH TAPE TO PREVENT DIRT INTRUSION. 2. ALL BRASS COMPONENTS SHALL BE LEAD-FREE AND NSF 61 APPROVED. 3. BACKFILL AND COMPACT TRENCH MATERIAL TO 95% RELATIVE COMPACTION. 4. MAINTAIN MINIMUM 32" COVER ABOVE PIPE OR AS REQUIRED BY CALWATER STD. SCALE: WATER LATERAL STUB DETAIL (FOR PHASE 1B CONNECTION) 1 NTS NOTES: 1. 4" AND 6″ STORM DRAIN PIPE TO BE PVC SDR-35 (ASTM D3034) WITH ELASTOMERIC GASKETED JOINTS PER ASTM F477. 2. 4″ SUBDRAIN PIPE TO BE PVC SDR-35 (ASTM D3034) PERFORATED WITH SLOPE 2% MIN. WITHIN SILVA CELL STRUCTURE. 3. TRANSITION TO 4″ SOLID PVC SDR-35 BEFORE EXITING SILVA CELLS; NO PERFORATIONS OUTSIDE CELL ZONE. 4. ALL JOINTS AND FITTINGS TO BE WATERTIGHT; NO FLEX COUPLINGS OR SOLVENT-CEMENTED JOINTS BELOW GRADE. 5. COMPACT BACKFILL TO 95% RELATIVE COMPACTION IN MAX. 12″ LIFTS. 6. ORIENT BRANCH 45° IN DIRECTION OF MAIN FLOW; MAINTAIN 2% MIN. SLOPE ON 4″ RUN. 7. ENSURE PROPER ALIGNMENT AND SUPPORT OF SDR-35 PIPE TO PREVENT JOINT DEFLECTION BEYOND MANUFACTURER LIMITS (≤ 1° TYP.). MATERIAL TRANSITION BETWEEN SOLID AND PERFORATED SDR-35 TO USE GASKETED COUPLING (ASTM F477) – WATERTIGHT. SCALE: POC FROM SUBDRAIN SILVA CELLS TO SD SYSTEM 2 NTS TRANSITION TO 4" SD SOLID PIPE BEFORE EXITING SILVA CELLS 4"x6" 45° LATERAL WYE ORIENT BRANCH 45° IN DIRECTION OF FLOW, MAINTAIN 2% MIN. SLOPE 6"SD PIPE 4" PERF PIPE CONTINUATION OF THE 6"SD PIPE TO OUTFALL AT BIORETETION 4"x4" 45° LATERAL WYE ORIENT BRANCH 45° IN DIRECTION OF FLOW, MAINTAIN 2% MIN. SLOPE 4"SD PIPE CONTINUATION OF THE 4 "SD PIPE TO THE 4" SD PIPE IN PLANTER AND FURTHER INTO THE OUTFALL AT BIORETENTION 4" PERF PIPE 4" PERF PIPE POC TO 6" SD PIPE 4" PERF PIPE POC TO 4" SD PIPE BLUE MAN SCULPTURE FOUNDATION, CONTRACTOR TO VERIFY DIMENSIONS 12"MIN. NOTES FOR SALVAGING: 1. EXCAVATE AROUND PERIMETER OF EXISTING CONCRETE BASE TO EXPOSE FULL FOOTING DEPTH. 2. SAWCUT EXISTING FOUNDATION APPROXIMATELY 12″ CLEAR FROM EDGE OF BASE. 3. LIFT SCULPTURE AND FOUNDATION AS A SINGLE UNIT USING NYLON STRAPS OR SLINGS UNDER BASE; DO NOT CONTACT SCULPTURE DIRECTLY. 4. PROTECT ALL SCULPTURE SURFACES WITH PADDED WRAP OR FOAM PRIOR TO HANDLING OR TRANSPORT. 5. TRANSPORT ASSEMBLY TO NEW LOCATION AND STORE ON LEVEL BLOCKING UNTIL REINSTALLATION. 6. ALL HANDLING, TRANSPORT, AND REMOVAL SHALL BE PERFORMED UNDER SUPERVISION OF CITY REPRESENTATIVE TO ENSURE PRESERVATION OF THE ARTWORK AND FOUNDATION INTEGRITY. NOTES FOR INSTALLATION : 1. CONTRACTOR SHALL EXCAVATE A MINIMUM OF 1'-0" BELOW AND 1'-0" BEYOND THE FOOTPRINT OF THE EXISTING FOUNDATION AT NEW LOCATION. 2. PLACE 6" MINIMUM COMPACTED AGGREGATE BASE (95% R.C.) OR 2″–4″ LEAN-CONCRETE LEVELING PAD TO PROVIDE A STABLE, LEVEL BEARING SURFACE. 3. SET EXISTING FOUNDATION IN PLACE, CHECK FOR LEVEL AND ALIGNMENT, AND ADJUST AS REQUIRED. 4. BACKFILL ALL VOID AREAS AROUND FOUNDATION WITH CONCRETE OR CONTROLLED LOW-STRENGTH MATERIAL (CLSM) TO COMPLETELY FILL THE EXCAVATION. 5. CONFORM TO THE EXISTING SURFACE AND RESTORE SURROUNDING CONCRETE SIDEWALK OR PAVING TO MATCH EXISTING GRADE, FINISH, COLOR, AND SAWCUT PATTERN. 6. AFTER INSTALLATION, VERIFY THAT THE FINISHED SLOPE OF THE ADJACENT SURFACES MATCHES THE PREVIOUS EXISTING CONDITION TO MAINTAIN ACCESSIBILITY AND DRAINAGE. 7. ALL WORK SHALL BE PERFORMED UNDER THE SUPERVISION OF THE CITY REPRESENTATIVE SCALE: BLUE MAN SCULPTURE REMOVAL AND RE-INSTALLATION 3 NTS 12"MIN. 12"MIN. 12"MIN. 12"MIN. SAWCUT AND EXCAVATE PER NOTES, THIS SHEET AND SPECIFICATIONS. PLACE 6" MINIMUM COMPACTED AGGREGATE BASE (95% R.C.) OR 2″–4″ LEAN-CONCRETE LEVELING PAD TO PROVIDE A STABLE, LEVEL BEARING SURFACE BACKFILL AROUND FOUNDATION WITH CONCRETE OR CONTROLLED LOW-STRENGTH MATERIAL (CLSM) TO COMPLETELY FILL THE EXCAVATION. BACKFILL AROUND FOUNDATION WITH CONCRETE OR CONTROLLED LOW-STRENGTH MATERIAL (CLSM) TO COMPLETELY FILL THE EXCAVATION. EG BLUE MAN SCULPTURE RE-INSTALLATION BLUE MAN SCULPTURE REMOVAL BLUE MAN SCULPTURE BLUE MAN SCULPTURE BLUE MAN SCULPTURE FOUNDATION, CONTRACTOR TO VERIFY DIMENSIONS The City of Good Living CITY OF SAN CARLOS CAL I FORN I A DOWNTOWN PLAN IMPLEMENTATION PHASE IA - HARRINGTON PARK CONSTRUCTION DOCUMENTATION CIVIL ENGINEER CSWST2 504 REDWOOD BLVD, STE 310, NOVATO, CA 94947 415.883.9850 ARCHITECT WARE ASSOCIATES 440 GRAND AVE, STE 250 OAKLAND, CA 94610 510.992.9888 WARE-ARCHITECTS.COM ELECTRICAL ENGINEER AURUM CONSULTING ENGINEERS 404 W FRANKLIN ST, STE 100, MONTEREY, CA 93940 831.646.3336 WATER FEATURE FLUIDITY DESIGN 724 S SPRING ST #1401, LOS ANGELES, CA 90014 213.739.9291 IRRIGATION DESIGN RMA 2670 CAMINO DIABLO, WALNUT CREEK, CA 94597 925.939.3985 LIGHTING DESIGN HLB LIGHTING 785 MARKET ST, STE 800, SAN FRANCISCO, CA 94103 415.348.8273 AUDIOVISUAL SALTER 130 SUTTER ST, FLOOR 5, SAN FRANCISCO, CA 94104 415.397.0442 LANDSCAPE ARCHITECT WALLACE ROBERTS & TODD, INC 120 2ND ST, 3RD FLOOR SAN FRANCISCO, CA 94105 415.575.4722 WRTDESIGN.COM OWNER CITY OF SAN CARLOS 600 ELM STREET SAN CARLOS, CA 94070 650.802.4264 DATE: 10/30/25 DRAWN BY: CHECKED BY: Sheet Title: Sheet # REVISIONS DATE 75% SUBMITTAL / BUILDING PERMIT 09/10/25 CANOPY/PAVILION STRUCTURAL ENGINEER STRUCTURECRAFT BUILDERS USA INC. 2225 N. 56TH STREET SEATTLE, WA 98103 100% SUBMITTAL / BID SET 10/30/25 DETAILS & SECTIONS C-603 November 10, 2025 Packet Pg. 818
SCALE: NTS SECTION A SCALE: NTS SECTION C 4.3'± BIORETENTION AREA 7.5'± LANDSCAPE 4.5'± PLANTER 31.5'± 60' LAUREL ST. 140' 20' ALLEY 5.2'± SCALE: NTS SECTION B 4' PLANTER 25' 1.1875' BUILDING SEE ARCHITECTURE PLANS FS 26.50 FS 28.50± PL PL ROLLED CURB, SEE DETAIL 3 ON SHEET C-601 STANDARD CURB, SEE DETAIL 1 ON SHEET C-601 CONFORM TO EG CONFORM TO EG PL RETAINING CURB, SEE DETAIL 2 ON SHEET C-601 PL 765 LAUREL ST. 749 LAUREL ST. 1.4% 1.7% FG EG EG FG PL PL FF 28.32 EXTENDED CURB AT PROPERTY LINE, SEE DETAIL 4 ON SHEET C-601 EXTENDED CURB AT PROPERTY LINE SEE DETAIL 4 ON SHEET C-601 EX. BUILDING PL PL 765 LAUREL ST. 749 LAUREL ST. VARIES (<2%) FG PEDESTRIAN CONCRETE 2% SLOPE TOWARDS ALLEY, AWAY FROM BUILDING (ALL DIRECTIONS) RETAINING CURB AT BIORETENTION (ADJACENT TO PROPERTY LINE), SEE DETAIL 4B, SHEET C-601 GB GB GB1.5% 1.9% 1.9% 1.9% GB 1.8% 0.2% EX. BUILDING EX. BUILDING EX. BUILDING EX. BUILDING FOUNDATION TRENCH DRAIN, SEE SHEET C-300 The City of Good Living CITY OF SAN CARLOS CAL I FORN I A DOWNTOWN PLAN IMPLEMENTATION PHASE IA - HARRINGTON PARK CONSTRUCTION DOCUMENTATION CIVIL ENGINEER CSWST2 504 REDWOOD BLVD, STE 310, NOVATO, CA 94947 415.883.9850 ARCHITECT WARE ASSOCIATES 440 GRAND AVE, STE 250 OAKLAND, CA 94610 510.992.9888 WARE-ARCHITECTS.COM ELECTRICAL ENGINEER AURUM CONSULTING ENGINEERS 404 W FRANKLIN ST, STE 100, MONTEREY, CA 93940 831.646.3336 WATER FEATURE FLUIDITY DESIGN 724 S SPRING ST #1401, LOS ANGELES, CA 90014 213.739.9291 IRRIGATION DESIGN RMA 2670 CAMINO DIABLO, WALNUT CREEK, CA 94597 925.939.3985 LIGHTING DESIGN HLB LIGHTING 785 MARKET ST, STE 800, SAN FRANCISCO, CA 94103 415.348.8273 AUDIOVISUAL SALTER 130 SUTTER ST, FLOOR 5, SAN FRANCISCO, CA 94104 415.397.0442 LANDSCAPE ARCHITECT WALLACE ROBERTS & TODD, INC 120 2ND ST, 3RD FLOOR SAN FRANCISCO, CA 94105 415.575.4722 WRTDESIGN.COM OWNER CITY OF SAN CARLOS 600 ELM STREET SAN CARLOS, CA 94070 650.802.4264 DATE: 10/30/25 DRAWN BY: CHECKED BY: Sheet Title: Sheet # REVISIONS DATE 75% SUBMITTAL / BUILDING PERMIT 09/10/25 CANOPY/PAVILION STRUCTURAL ENGINEER STRUCTURECRAFT BUILDERS USA INC. 2225 N. 56TH STREET SEATTLE, WA 98103 100% SUBMITTAL / BID SET 10/30/25 DETAILS & SECTIONS C-604 November 10, 2025 Packet Pg. 819
The City of Good Living CITY OF SAN CARLOS CAL I FORN I A DOWNTOWN PLAN IMPLEMENTATION PHASE IA - HARRINGTON PARK CONSTRUCTION DOCUMENTATION CIVIL ENGINEER CSWST2 504 REDWOOD BLVD, STE 310, NOVATO, CA 94947 415.883.9850 ARCHITECT WARE ASSOCIATES 440 GRAND AVE, STE 250 OAKLAND, CA 94610 510.992.9888 WARE-ARCHITECTS.COM ELECTRICAL ENGINEER AURUM CONSULTING ENGINEERS 404 W FRANKLIN ST, STE 100, MONTEREY, CA 93940 831.646.3336 WATER FEATURE FLUIDITY DESIGN 724 S SPRING ST #1401, LOS ANGELES, CA 90014 213.739.9291 IRRIGATION DESIGN RMA 2670 CAMINO DIABLO, WALNUT CREEK, CA 94597 925.939.3985 LIGHTING DESIGN HLB LIGHTING 785 MARKET ST, STE 800, SAN FRANCISCO, CA 94103 415.348.8273 AUDIOVISUAL SALTER 130 SUTTER ST, FLOOR 5, SAN FRANCISCO, CA 94104 415.397.0442 LANDSCAPE ARCHITECT WALLACE ROBERTS & TODD, INC 120 2ND ST, 3RD FLOOR SAN FRANCISCO, CA 94105 415.575.4722 WRTDESIGN.COM OWNER CITY OF SAN CARLOS 600 ELM STREET SAN CARLOS, CA 94070 650.802.4264 DATE: 10/30/25 DRAWN BY: CHECKED BY: Sheet Title: Sheet # REVISIONS DATE 75% SUBMITTAL / BUILDING PERMIT 09/10/25 CANOPY/PAVILION STRUCTURAL ENGINEER STRUCTURECRAFT BUILDERS USA INC. 2225 N. 56TH STREET SEATTLE, WA 98103 100% SUBMITTAL / BID SET 10/30/25 DETAILS & SECTIONS C-605 SCALE: NTS DETAIL 1 SCALE: NTS DETAIL 2 SCALE: NTS DETAIL 3 SCALE: NTS DETAIL 4 SCALE: NTS DETAIL 6 SCALE: NTS DETAIL 7 SCALE: NTS DETAIL 8 SCALE: NTS DETAIL 9 SCALE: NTS DETAIL 5 November 10, 2025 Packet Pg. 820
SD
12"SD 12"SD 12"SD HARRINGTON PARK

LAUREL STREET
6"SD
6"SD 6"SD 4"SD 12"SD 4"SD 4"SD 4"SD 4"SD 4"SD 4"SD 4"SD CONTRACTOR SHALL ADJUST CONSTRUCTION FENCING AS REQUIRED TO REMAIN WITHIN THE APPROVED LIMITS OF WORK. (TYPICAL) BIORETENTION AREA PLANTERS PLANTERS LANDSCAPE AREA Graphic Scale (in feet) 0 1 inch = 10 ft. 10 10 20 HARRINGTON PARK LAUREL STREET CONTRACTOR SHALL ADJUST CONSTRUCTION FENCING AS REQUIRED TO REMAIN WITHIN THE APPROVED LIMITS OF WORK. (TYPICAL) The City of Good Living CITY OF SAN CARLOS CAL I FORN I A DOWNTOWN PLAN IMPLEMENTATION PHASE IA - HARRINGTON PARK CONSTRUCTION DOCUMENTATION CIVIL ENGINEER CSWST2 504 REDWOOD BLVD, STE 310, NOVATO, CA 94947 415.883.9850 ARCHITECT WARE ASSOCIATES 440 GRAND AVE, STE 250 OAKLAND, CA 94610 510.992.9888 WARE-ARCHITECTS.COM ELECTRICAL ENGINEER AURUM CONSULTING ENGINEERS 404 W FRANKLIN ST, STE 100, MONTEREY, CA 93940 831.646.3336 WATER FEATURE FLUIDITY DESIGN 724 S SPRING ST #1401, LOS ANGELES, CA 90014 213.739.9291 IRRIGATION DESIGN RMA 2670 CAMINO DIABLO, WALNUT CREEK, CA 94597 925.939.3985 LIGHTING DESIGN HLB LIGHTING 785 MARKET ST, STE 800, SAN FRANCISCO, CA 94103 415.348.8273 AUDIOVISUAL SALTER 130 SUTTER ST, FLOOR 5, SAN FRANCISCO, CA 94104 415.397.0442 LANDSCAPE ARCHITECT WALLACE ROBERTS & TODD, INC 120 2ND ST, 3RD FLOOR SAN FRANCISCO, CA 94105 415.575.4722 WRTDESIGN.COM OWNER CITY OF SAN CARLOS 600 ELM STREET SAN CARLOS, CA 94070 650.802.4264 DATE: 10/30/25 DRAWN BY: CHECKED BY: Sheet Title: Sheet # REVISIONS DATE 75% SUBMITTAL / BUILDING PERMIT 09/10/25 CANOPY/PAVILION STRUCTURAL ENGINEER STRUCTURECRAFT BUILDERS USA INC. 2225 N. 56TH STREET SEATTLE, WA 98103 100% SUBMITTAL / BID SET 10/30/25 EROSION CONTROL PLAN C-700 EROSION CONTROL LEGEND CONSTRUCTION FENCING STORM INLET PROTECTION OVERLAND FLOW EROSION CONTROL : EXISTING CONDITION EROSION CONTROL : PROPOSED CONDITION November 10, 2025 Packet Pg. 821
The City of Good
Living

DOWNTOWN PLAN IMPLEMENTATION

PHASE IA - HARRINGTON PARK

CONSTRUCTION DOCUMENTATION

CIVIL ENGINEER
CSWST2
504 REDWOOD
BLVD, STE 310,NOVATO, CA 94947
415.883.9850

ARCHITECT
WARE

ASSOCIATES
440 GRAND AVE, STE
250
OAKLAND, CA 94610
510.992.9888
WARE-ARCHITECTS.COM

ELECTRICAL ENGINEER
AURUM

CONSULTING

ENGINEERS
404 W FRANKLIN ST,
STE 100, MONTEREY,
CA 93940
831.646.3336

WATER FEATURE

FLUIDITY DESIGN
724 S SPRING ST
#1401, LOS ANGELES,
CA 90014
213.739.9291

IRRIGATION DESIGN
RMA
2670 CAMINO DIABLO,

WALNUT CREEK,
CA 94597
925.939.3985

LIGHTING DESIGN

HLB LIGHTING
785 MARKET ST, STE
800, SAN FRANCISCO,
CA 94103
415.348.8273

AUDIOVISUAL
SALTER
130 SUTTER ST,
FLOOR 5,
SAN FRANCISCO,CA 94104
415.397.0442

LANDSCAPE ARCHITECT

WALLACE ROBERTS
& TODD, INC
120 2ND ST, 3RD FLOOR
SAN FRANCISCO, CA94105
415.575.4722
WRTDESIGN.COM
OWNER

CITY OF SANCARLOS
600 ELM STREET
SAN CARLOS, CA 94070
650.802.4264
DATE: 10/30/25DRAWN BY:

CHECKED BY:

Sheet Title:Sheet #

REVISIONS DATE
75% SUBMITTAL / BUILDING PERMIT 09/10/25

CANOPY/PAVILION

STRUCTURAL ENGINEER

STRUCTURECRAFT
BUILDERS USA INC.
2225 N. 56TH STREET
SEATTLE, WA 98103
100% SUBMITTAL / BID SET 10/30/25
BEST

MANAGEMNET

PRACTISES
C-701
ACT
GENERAL LANDSCAPE NOTES N/A N/A The City of Good Living CI TY OF SAN CARLOS CA L I FOR N I A DOWNTOWN PLAN IMPLEMENTATION PHASE IA - HARRINGTON PARK CONSTRUCTION DOCUMENTATION CIVIL ENGINEER CSW|ST2 303 TWIN DOLPHIN DR., REDWOOD CITY, CA 94065 415.883.9850 ARCHITECT I ENGINEER WARE ASSOCIATES, INC. 440 GRAND AVE, STE 250 OAKLAND, CA 94610 510.992.9888 WARE-ARCHITECTS.COM ELECTRICAL ENGINEER AURUM CONSULTING ENGINEERS 404 W FRANKLIN ST, STE 100, MONTEREY, CA 93940 831.646.3336 WATER FEATURE FLUIDITY DESIGN 724 S SPRING ST #1401, LOS ANGELES, CA 90014 213.739.9291 IRRIGATION DESIGN RMA 2670 CAMINO DIABLO, WALNUT CREEK, CA 94597 925.939.3985 LIGHTING DESIGN HLB LIGHTING 785 MARKET ST, STE 800, SAN FRANCISCO, CA 94103 415.348.8273 AUDIOVISUAL SALTER 130 SUTTER ST, FLOOR 5, SAN FRANCISCO, CA 94104 415.397.0442 LANDSCAPE ARCHITECT WALLACE ROBERTS & TODD, INC 120 2ND ST, 3RD FLOOR SAN FRANCISCO, CA 94105 415.575.4722 WRTDESIGN.COM OWNER CITY OF SAN CARLOS 600 ELM STREET SAN CARLOS, CA 94070 650.802.4264 8976.01 - DOWNTOWN IMPLEMENTATION PHASE 1A - 700 LAUREL ST AND HARRINGTON PARK DATE: 10/30/25 DRAWN BY: CHECKED BY: Sheet Title: Sheet # REVISIONS DATE 12345 6 75% SUBMITTAL / BUILDING PERMIT 09/10/25 CANOPY/PAVILION STRUCTURAL ENGINEER STRUCTURECRAFT BUILDERS USA INC. 2225 N. 56TH STREET SEATTLE, WA 98103 100% SUBMITTAL / BID SET 10/30/25 LI FO R N I A O F C E S T A T 4251AK . S E MA J S T Y E L K I CSIGNATURE DATE R EG I ST E R E D LA N DS C A P E A RC H I T EC T E X P . 1 1 - 3 0 - 2 5 09-10-2025 ABV ALUM ACOUS AFF ALT APPLIC B.L. BL'K BRG BLKG BLDG C.I.P. C.C. CONC CONT COL CMU C.J. CLG COMP CGCUDTL DNDIM DSEIFS EX. E.J. EWC EAEQELEC ELEV EFETR ABOVE ALUMINUM ACOUSTICAL ABOVE FINISH FLOOR ALTERNATE APPLICABLE BORROWED LIGHT BLOCK BEARING BLOCKING BUILDING CAST-IN-PLACE CENTER TO CENTER CONCRETE CONTINUOUS COLUMN CONCRETE MASONRY UNIT CONTROL JOINT CEILING COMPOSITION CORNER GUARD CONDENSER UNIT DETAIL DOWN DIMENSION DOWNSPOUT EXTERIOR INSULATION FINISH SYSTEM EXISTING EXPANSION JOINT ELECTRIC WATER COOLER EACH EQUAL ELECTRICAL ELEVATOR EXHAUST FAN EXISTING TO REMAIN J.B. JAN MAX MECH MTL MT(D) N.I.C. O.C. OPP OPNG O.A.DUCT P.C P.I.P. PLLAM PNT PTD P.C. P.C.C. P.O.B. P.O.E. P.R.C. P.T. RADIUS RETURN REINFORCEMENT REFER REVERSE RESILIENT RAIN WATER CONDUCTOR SEE ARCHITECTURAL DRAWINGS SOLID CORE SEE CIVIL DRAWINGS SEE ELECTRICAL DRAWINGS SIMILAR SEE STRUCTURAL DRAWINGS STORAGE STEEL SCHEDULE STRUCTURAL STAINLESS STANDARD SANITARY SANITARY SEWER SPLASH BLOCK TO BE DETERMINED TO BE SELECTED TOP OF MASONRY TYPICAL TELEPHONE TEMPERED UNDERWRITER'S LAB UNDERSIDE UNLESS NOTED OTHERWISE VERTICAL VENT VENTILATION FAN WITH WITHOUT WOOD WINDOW WATER RESISTIVE FOOT FINISH FLOOR FINISH SLAB FIRE RESISTIVE FIRE EXTINGUISHER FIRE EXT IN CAB FACE OF STUD FIRE SEPARATION WALL GYPSUM BOARD GLASS GAGE OR GAUGE GYPSUM WALL BOARD HOLLOW METAL HOUR INSULATION INTERIOR FTF.F. F.SLAB F.R. FEFEC F.O.S. F.S.W. GYP.BD. GL GAGWB H.M. HRINSUL INT RRTN REINF REF REV RES RWC SAD S.C. SCD SED SIM. SSD STOR STL SCHED STRUCT STSTD SAN S.S. SBT.B.D T.B.S. T.O.M. TYP. TELE TEMP U.L. U/S U.N.O. VERT VVFW/ W/O WD WDW W.R. JOIST BEARING JANITOR MAXIMUM MECHANICAL METAL MOUNT(ED) NOT IN CONTRACT ON CENTER OPPOSITE OPENING OUTSIDE AIR DUCT PRECAST POURED IN PLACE PLASTIC LAMINATE PAINT PAINTED POINT OF CURVATURE POINT OF COMPOUND CURVATURE POINT OF BEGINNING POINT OF END POINT OF REVERSE CURVATURE POINT OF TANGENCY ABBREVIATIONS L-000 November 10, 2025 Packet Pg. 823

SD SSCO SSCO SSCO SSCO
WV
WM WV
WM WV

CHERRY STREET
OLIVE STREET ALLEY LAUREL STREET RELOCATED BLUE MAN SCULPTURE, SCD. SCULPTURE TO FACE CHERRY ST L-111- MATERIALS PLAN L-121- PAVING + SOIL CELLS LAYOUT PLANS L-131- LAYOUT PLAN L-141 - PLANTING PLAN HARRINGTON PARK 1 SCALE: 1" = 30'-0" LANDSCAPE KEY PLAN N 0 30' 60' SCALE: 1" = 30' JS AN/PM/MD L-100 LANDSCAPE KEY PLAN The City of Good Living CI TY OF SAN CARLOS CA L I FOR N I A DOWNTOWN PLAN IMPLEMENTATION PHASE IA - HARRINGTON PARK CONSTRUCTION DOCUMENTATION CIVIL ENGINEER CSW|ST2 303 TWIN DOLPHIN DR., REDWOOD CITY, CA 94065 415.883.9850 ARCHITECT I ENGINEER WARE ASSOCIATES, INC. 440 GRAND AVE, STE 250 OAKLAND, CA 94610 510.992.9888 WARE-ARCHITECTS.COM ELECTRICAL ENGINEER AURUM CONSULTING ENGINEERS 404 W FRANKLIN ST, STE 100, MONTEREY, CA 93940 831.646.3336 WATER FEATURE FLUIDITY DESIGN 724 S SPRING ST #1401, LOS ANGELES, CA 90014 213.739.9291 IRRIGATION DESIGN RMA 2670 CAMINO DIABLO, WALNUT CREEK, CA 94597 925.939.3985 LIGHTING DESIGN HLB LIGHTING 785 MARKET ST, STE 800, SAN FRANCISCO, CA 94103 415.348.8273 AUDIOVISUAL SALTER 130 SUTTER ST, FLOOR 5, SAN FRANCISCO, CA 94104 415.397.0442 LANDSCAPE ARCHITECT WALLACE ROBERTS & TODD, INC 120 2ND ST, 3RD FLOOR SAN FRANCISCO, CA 94105 415.575.4722 WRTDESIGN.COM OWNER CITY OF SAN CARLOS 600 ELM STREET SAN CARLOS, CA 94070 650.802.4264 8976.01 - DOWNTOWN IMPLEMENTATION PHASE 1A - 700 LAUREL ST AND HARRINGTON PARK DATE: 10/30/25 DRAWN BY: CHECKED BY: Sheet Title: Sheet # REVISIONS DATE 12345 6 75% SUBMITTAL / BUILDING PERMIT 09/10/25 CANOPY/PAVILION STRUCTURAL ENGINEER STRUCTURECRAFT BUILDERS USA INC. 2225 N. 56TH STREET SEATTLE, WA 98103 100% SUBMITTAL / BID SET 10/30/25 LI FO R N I A O F C E S T A T 4251AK . S E MA J S T Y E L K I CSIGNATURE DATE R EG I ST E R E D LA N DS C A P E A RC H I T EC T E X P . 1 1 - 3 0 - 2 5 09-10-2025 November 10, 2025 Packet Pg. 824
1 L-504 SITE FURNISHINGS SYMBOL DESCRIPTION DETAIL CUSTOM PRECAST CONCRETE BENCH W/ WOOD SEAT PARC CENTRE TABLES AND CHAIRS BY LANDSCAPEFORMS BIKE RACK: EMERSON BY LANDSCAPE FORMS WASTE RECEPTACLE: MULTIMINIMUM BY MMCITE TREE GRATE 1: COMBO ROUND/SQUARE 'RAIN'/'SPIN' BY IRON AGE HYDRAULIC BOLLARD E-BIKE CHARGING POST, SED ELECTRIC OUTDOOR GROUND BOX, SED STREET LIGHT POLE, SED, SSD CATENARY LIGHT POST, SED, SSD SECURITY CAMERA, SCD OUTDOOR POWER PEDESTAL, SED LEGEND SYMBOL DESCRIPTION LIMIT OF WORK PROPERTY LINE PROPOSED TREE PLANTED AND/OR BIORETENTION AREA SALVAGED DONOR BRICK PAVER WITH PLAQUE L-503 31, 2 L-502 L-503 1 L-503 2 L-503 7 1 L-505 L-503 8 UNIT PAVERS, SEE PAVING PLAN ALLEY LAUREL STREET L-503 21, 2 L-502 L-503 1 L-503 3 ELECTRIC OUTDOOR GROUND BOX FOR HOLIDAY LIGHTS, TYP., SEDCUSTOM BENCH HYDRAULIC BOLLARD, TYP. BIKE RACK, TYP. ELECTRIC OUTDOOR GROUND BOX FOR HOLIDAY LIGHTS, TYP., SED ELECTRIC METER, SED LOCATION FOR FUTURE PUBLIC ART BY OTHERS TREE GRATE AT UNIT PAVERS WASTE RECEPTACLE,TYP. CURB WALL, SCD MOVABLE TABLES AND CHAIRS, SEE SPECS CATENARY POSTS, SED, SSD BIORETENTION WALLS, SCD POLE LIGHT, SED, SSD EXTENT OF SOIL CELLS UNDER PAVING EXTENT OF SOIL CELLS, SEE LAYOUT PLAN 2/L-121 REINSTATED EXISTING PEDESTAL PLAQUE E-BIKE CHARGING POST, TYP. L-501 2 L-503 7 SECURITY CAMERAS, SCD SECURITY CAMERAS, SCD REINSTATE EXISTING PARK SIGN 5 L-601 TREE PLANTING TREE ON SLOPE L-503 AT PLANTING 6 ELECTRICAL OUTDOOR POWER PEDESTAL, SEE SPECS ELECTRICAL OUTDOOR POWER PEDESTAL, SEE SPECS 5 L-601 TREE PLANTING L-504 1 L-507 1 WASTE RECEPTACLE L-503 2 CONCRETE UNIT PAVERS EXTENT OF SALVAGED DONOR BRICK PAVERS, VIF L-501 1 L-505 1 L-503 5 CUSTOM BENCH AT PLANTING AREA CURB RAMP WITH DETECTABLE WARNING, SCD L-503 8 TRENCH DRAIN, SCD L-503 8 L-111 The City of Good Living CI TY OF SAN CARLOS CA L I FOR N I A DOWNTOWN PLAN IMPLEMENTATION PHASE IA - HARRINGTON PARK CONSTRUCTION DOCUMENTATION CIVIL ENGINEER CSW|ST2 303 TWIN DOLPHIN DR., REDWOOD CITY, CA 94065 415.883.9850 ARCHITECT I ENGINEER WARE ASSOCIATES, INC. 440 GRAND AVE, STE 250 OAKLAND, CA 94610 510.992.9888 WARE-ARCHITECTS.COM ELECTRICAL ENGINEER AURUM CONSULTING ENGINEERS 404 W FRANKLIN ST, STE 100, MONTEREY, CA 93940 831.646.3336 WATER FEATURE FLUIDITY DESIGN 724 S SPRING ST #1401, LOS ANGELES, CA 90014 213.739.9291 IRRIGATION DESIGN RMA 2670 CAMINO DIABLO, WALNUT CREEK, CA 94597 925.939.3985 LIGHTING DESIGN HLB LIGHTING 785 MARKET ST, STE 800, SAN FRANCISCO, CA 94103 415.348.8273 AUDIOVISUAL SALTER 130 SUTTER ST, FLOOR 5, SAN FRANCISCO, CA 94104 415.397.0442 LANDSCAPE ARCHITECT WALLACE ROBERTS & TODD, INC 120 2ND ST, 3RD FLOOR SAN FRANCISCO, CA 94105 415.575.4722 WRTDESIGN.COM OWNER CITY OF SAN CARLOS 600 ELM STREET SAN CARLOS, CA 94070 650.802.4264 8976.01 - DOWNTOWN IMPLEMENTATION PHASE 1A - 700 LAUREL ST AND HARRINGTON PARK DATE: 10/30/25 DRAWN BY: CHECKED BY: Sheet Title: Sheet # REVISIONS DATE 12345 6 75% SUBMITTAL / BUILDING PERMIT 09/10/25 CANOPY/PAVILION STRUCTURAL ENGINEER STRUCTURECRAFT BUILDERS USA INC. 2225 N. 56TH STREET SEATTLE, WA 98103 100% SUBMITTAL / BID SET 10/30/25 LI FO R N I A O F C E S T A T 4251AK . S E MA J S T Y E L K I CSIGNATURE DATE R EG I ST E R E D LA N DS C A P E A RC H I T EC T E X P . 1 1 - 3 0 - 2 5 09-10-2025 MATERIALS PLAN JS 1 SCALE: 1" = 10'-0" MATERIAL PLAN N 0 10' 20' SCALE: 1" = 10' LANDSCAPE MATERIALS NOTES 1. CONTRACTOR SHALL VISIT SITE AND VERIFY ALL FIELD CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. 2. CONTRACTOR SHALL SECURE ALL PERMITS AND PAY ALL APPLICABLE FEES TO CONSTRUCT THE PLANS HEREIN. 3. CONTRACTOR SHALL VERIFY WITH SURVEY ALL REQUIRED DEPTH, SLOPES, AND CLEARANCES. 4. CONTRACTOR SHALL INSTALL TREE PROTECTION FENCING AROUND ALL EXISTING TREES TO REMAIN. FENCING TO BE PLACED AT DRIPLINE OR FURTHER. 5. SEE GRADING PLANS FOR PAVING, SITE DRAINAGE AND GRADING, AND FINISH GRADING. 6. CONTRACTOR SHALL REVIEW PLANS AND DETAILS TO ASCERTAIN LOCATIONS NECESSARY TO PROVIDE ELECTRICAL CONNECTIONS TO POWER IRRIGATION, LIGHTING, ETC. 7. ALL CONCRETE PAVING SHALL HAVE FINISHED GRADES SMOOTHED TO ELIMINATE PUDDLING OR STANDING WATER. ALL FINISH SURFACES SHALL MAINTAIN UNLESS NOTED A MINIMUM 1% SLOPE AWAY FROM BUILDINGS AND WALLS INTO DRAINAGE STRUCTURES. CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY CONFLICTS MAINTAINING DRAINAGE. 8. NO DEVIATIONS FROM THESE PLANS SHALL OCCUR WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER’S REPRESENTATIVE. 9. ALL FURNISHING LOCATIONS SHALL BE VERIFIED PRIOR TO FINAL MOUNTING. 10. NOTE ON SUBGRADE AND BASE MATERIALS FOR CAST-IN-PLACE CONCRETE AND UNIT PAVERS: A. SEE PROJECT GEOTECHNICAL REPORT FOR ADDITIONAL PAVEMENT, COMPACTION, MOISTURE CONDITIONING, AND SUBGRADE RECOMMENDATIONS. . AN/PM/MD November 10, 2025 Packet Pg. 825
LEGEND SYMBOL DESCRIPTION DETAIL LIMIT OF WORK PROPERTY LINE PROPOSED TREE PLANTED AND/OR BIORETENTION AREA PAVING TYPE 1: CAST IN PLACE CONCRETE PAVING, NATURAL COLOR MEDIUM TOPCAST FINISH, SCD. SEE SPECS SCD PAVING TYPE 2: CAST IN PLACE CONCRETE PAVING, NATURAL COLOR LIGHT TOPCAST FINISH, SCD. SEE SPECS. APPLIES TO PHASE 1B ONLY PAVING TYPE 3: CONCRETE UNIT PAVER, COLOR: MIXED ( 20% PEBBLE #1824-LS, 40% PEBBLE #1824-MS, 40% ADOBE #1825-LS), SIZE: 6" x 12" x 4", MANUF: STEPSTONE, OR APPROVED EQUAL APPLIES TO PHASE 1B ONLY PAVING TYPE 4: CONCRETE UNIT PAVER, COLOR: PEBBLE #1824-MS, SIZE: 6" x 12" x 4", MANUF: STEPSTONE, OR APPROVED EQUAL PAVING TYPE 5: CONCRETE UNIT PAVER, COLOR: GRANADA WHITE #1801-LS, SIZE: 6" x 12" x 4", MANUF: STEPSTONE, OR APPROVED EQUAL PAVING TYPE 6: CONCRETE UNIT PAVER, COLOR: GRANADA WHITE #1801-MS, SIZE: 6" x 12" x 4", MANUF: STEPSTONE, OR APPROVED EQUAL PAVING TYPE 7: PERMEABLE CONCRETE UNIT PAVER, COLOR: PEBBLE #1824-MS, SIZE: 3” X 9” x 4", MANUF: STEPSTONE, OR APPROVED EQUAL APPLIES TO PHASE 1B ONLY PAVING TYPE 8: SALVAGED AND REINSTALLED DONOR BRICK PAVERS / MAKEUP BRICKS DETECTABLE WARNING SURFACE SCDL-501 2 L-501 2 L-501 2 L-501 1 ALLEY LAUREL STREET EXTENT OF SOIL CELLS, SEE SOIL CELLS LAYOUT PLAN 2/L-121 EXTENT OF SOIL CELLS, SEE SOIL CELLS LAYOUT PLAN 2/L-121 CONCRETE PAVING, SCD CONCRETE PAVING, SCD RAMP, SCD EXTENT OF SALVAGED DONOR BRICKS. CONTRACTOR TO VERIFY IN FIELD. PROVIDE MAKEUP BRICKS TO MATCH AS NEEDED. L-501 1 TRENCH DRAIN, SCD L-502 3 ALLEY LAUREL STREET SOIL CELL SOIL CELL L-502 3 TRENCH DRAIN, SCD CONTRACTOR SHALL COORDINATE SOIL CELLS WITH HYDRAULIC BOLLARD FOOTING L-121 PAVING + SOIL CELL LAYOUT PLANSJS 1 SCALE: 1" = 10'-0" PAVING PLAN N 0 10' 20' SCALE: 1" = 10' 2 SCALE: 1" = 10'-0" SOIL CELLS LAYOUT PLANN 0 10' 20' SCALE: 1" = 10' The City of Good Living CI TY OF SAN CARLOS CA L I FOR N I A DOWNTOWN PLAN IMPLEMENTATION PHASE IA - HARRINGTON PARK CONSTRUCTION DOCUMENTATION CIVIL ENGINEER CSW|ST2 303 TWIN DOLPHIN DR., REDWOOD CITY, CA 94065 415.883.9850 ARCHITECT I ENGINEER WARE ASSOCIATES, INC. 440 GRAND AVE, STE 250 OAKLAND, CA 94610 510.992.9888 WARE-ARCHITECTS.COM ELECTRICAL ENGINEER AURUM CONSULTING ENGINEERS 404 W FRANKLIN ST, STE 100, MONTEREY, CA 93940 831.646.3336 WATER FEATURE FLUIDITY DESIGN 724 S SPRING ST #1401, LOS ANGELES, CA 90014 213.739.9291 IRRIGATION DESIGN RMA 2670 CAMINO DIABLO, WALNUT CREEK, CA 94597 925.939.3985 LIGHTING DESIGN HLB LIGHTING 785 MARKET ST, STE 800, SAN FRANCISCO, CA 94103 415.348.8273 AUDIOVISUAL SALTER 130 SUTTER ST, FLOOR 5, SAN FRANCISCO, CA 94104 415.397.0442 LANDSCAPE ARCHITECT WALLACE ROBERTS & TODD, INC 120 2ND ST, 3RD FLOOR SAN FRANCISCO, CA 94105 415.575.4722 WRTDESIGN.COM OWNER CITY OF SAN CARLOS 600 ELM STREET SAN CARLOS, CA 94070 650.802.4264 8976.01 - DOWNTOWN IMPLEMENTATION PHASE 1A - 700 LAUREL ST AND HARRINGTON PARK DATE: 10/30/25 DRAWN BY: CHECKED BY: Sheet Title: Sheet # REVISIONS DATE 12345 6 75% SUBMITTAL / BUILDING PERMIT 09/10/25 CANOPY/PAVILION STRUCTURAL ENGINEER STRUCTURECRAFT BUILDERS USA INC. 2225 N. 56TH STREET SEATTLE, WA 98103 100% SUBMITTAL / BID SET 10/30/25 LI FO R N I A O F C E S T A T 4251AK . S E MA J S T Y E L K I CSIGNATURE DATE R EG I ST E R E D LA N DS C A P E A RC H I T EC T E X P . 1 1 - 3 0 - 2 5 09-10-2025 AN/PM/MD November 10, 2025 Packet Pg. 826

ALLEY LAUREL STREET
8'-0"
22'-0"
55'-0"
11'-0" 11'-0" 11'-0"
42'-2" 23'-1" 23'-0" 17'-1" 5'-0" 5'-0"
29'-4"
5'-0"
6'-11" 4' MIN CLR
8' MIN
CLR
18'-7" 8' MIN CLR
17'-1"

50.5° 48° 33°
8'-0" 4'-6" 6'-0" TYP.
6'-0"
TYP.

50.3° 8'-5" 4"
4'-2"
3'-0" CL
EQ. EQ. 6'-0" 4'-0"
EQ. EQ. EQ. EQ. EQ. EQ.
3'-0" 3' CLR MIN CL EQ. EQ. 5' OC MAX
3'-0" 3'-11" 79°
11'-0" 3'-5"
EQ. EQ. CLEQ. EQ. CL CL CL CL LC LC LC 1'-3" LC 34.8°R9'-7 5/8" 1 L-504 CUSTOM BENCH 38.7° CL CL CL CL 2' CLR LEGEND SYMBOL DESCRIPTION LIMIT OF WORK PROPERTY LINE PROPOSED TREE PLANTED AND/OR BIORETENTION AREA 30" x 48" ACCESSIBLE CLEAR ACCESS The City of Good Living CI TY OF SAN CARLOS CA L I FOR N I A DOWNTOWN PLAN IMPLEMENTATION PHASE IA - HARRINGTON PARK CONSTRUCTION DOCUMENTATION CIVIL ENGINEER CSW|ST2 303 TWIN DOLPHIN DR., REDWOOD CITY, CA 94065 415.883.9850 ARCHITECT I ENGINEER WARE ASSOCIATES, INC. 440 GRAND AVE, STE 250 OAKLAND, CA 94610 510.992.9888 WARE-ARCHITECTS.COM ELECTRICAL ENGINEER AURUM CONSULTING ENGINEERS 404 W FRANKLIN ST, STE 100, MONTEREY, CA 93940 831.646.3336 WATER FEATURE FLUIDITY DESIGN 724 S SPRING ST #1401, LOS ANGELES, CA 90014 213.739.9291 IRRIGATION DESIGN RMA 2670 CAMINO DIABLO, WALNUT CREEK, CA 94597 925.939.3985 LIGHTING DESIGN HLB LIGHTING 785 MARKET ST, STE 800, SAN FRANCISCO, CA 94103 415.348.8273 AUDIOVISUAL SALTER 130 SUTTER ST, FLOOR 5, SAN FRANCISCO, CA 94104 415.397.0442 LANDSCAPE ARCHITECT WALLACE ROBERTS & TODD, INC 120 2ND ST, 3RD FLOOR SAN FRANCISCO, CA 94105 415.575.4722 WRTDESIGN.COM OWNER CITY OF SAN CARLOS 600 ELM STREET SAN CARLOS, CA 94070 650.802.4264 8976.01 - DOWNTOWN IMPLEMENTATION PHASE 1A - 700 LAUREL ST AND HARRINGTON PARK DATE: 10/30/25 DRAWN BY: CHECKED BY: Sheet Title: Sheet # REVISIONS DATE 12345 6 75% SUBMITTAL / BUILDING PERMIT 09/10/25 CANOPY/PAVILION STRUCTURAL ENGINEER STRUCTURECRAFT BUILDERS USA INC. 2225 N. 56TH STREET SEATTLE, WA 98103 100% SUBMITTAL / BID SET 10/30/25 LI FO R N I A O F C E S T A T 4251AK . S E MA J S T Y E L K I CSIGNATURE DATE R EG I ST E R E D LA N DS C A P E A RC H I T EC T E X P . 1 1 - 3 0 - 2 5 09-10-2025 L-131 LAYOUT PLANJS 1 SCALE: 1" = 10'-0" LAYOUT PLAN N 0 10' 20' SCALE: 1" = 10' LANDSCAPE LAYOUT NOTES 1. ALL LAYOUT WORK SHALL BE APPROVED BY THE ENGINEER PRIOR TO THE START OF ANY EXCAVATION. 2. ALL DIMENSIONS ON THE DRAWINGS ARE IN FEET AND INCHES. 3. REFOR TO GRADING PLANS FOR GRADING INFORMATION. 4. LIGHT FIXTURES SHOWN FOR REFERENCE. REFER TO LIGHTING PLANS FOR FIXTURE LOCATIONS AND COMPLETE FIXTURE SPECIFICATIONS. REFER TO ELECTRICAL PLANS FOR CIRCUITRY 5. UNLESS SHOWN OTHERWISE THE FOLLOWING SHALL GOVERN THE ALIGNMENT OF PAVEMENT, HARDSCAPE AND SCORELINES: EDGES OF PAVING AND SCORING ARE PARALLEL OR PERPENDICULAR TO THE STRAIGHT LINE. FURNISHING SHALL BE INSTALLED PARALLEL OR PERPENDICULAR TO PAVING AND OTHER BUILT WORK. PAVEMENT AND HARDSCAPE WORK ARE TO BE PARALLEL OR PERPENDICULAR TO THE FACE OF BUILDING, EDGES OF PAVING AND SCORELINES SHALL ALIGN TO THE FACES OR CENTERLINES OF BUILDINGS, COLUMNS AND EXISTING HARDSCAPE ELEMENTS INDICATED TO REMAIN. 6. SCORELINES, EDGES OF PAVEMENT, CHANGES IN PAVEMENT COLOR AND TEXTURE, AND HARDSCAPE ELEMENTS SHALL ALIGN AS INDICATED. 7. INSTALL SCORE MARKS AT AN EVEN SPACING AS SHOWN IN THE PLAN. ADJUST 4'-0" X 4'-0" +/- GRID TO PROVIDE EVEN SPACING AND TO ALIGN WITH EDGES OF PAVEMENT, AS SHOWN ON PLAN. 8. INSTALL EXPANSION JOINTS WITH SEALANT AT ALL BUILDING WALLS, EDGE OF STRUCTURE, COLUMNS, ETC. LOCATE EXPANSION JOINTS IN SIDEWALK AT INTERVAL CLOSEST TO 20 FEET BUT NO MORE THAN 30 FEET APART. PLACE EXPANSION JOINTS AT THOSE INTERVALS IN LIEU OF SCORE LINES SHOWN ON PLAN. 9. ELIMINATE SCORE LINES THAT WOULD OCCUR TWO INCHES OR LESS FROM AN EXISTING WALL OR THE LIMIT OF WORK. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATIONS OF ALL UTILITIES IN THE FIELD. LOCATIONS SHOWN ON THE PLAN ARE APPROXIMATE AND FOR GENERAL INFORMATION ONLY. THE CONTRACTOR SHALL NOTIFY UTILITY SERVICES AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION ON THIS PROJECT. 11. CONTRACTOR SHALL REPAIR AT HIS/HER OWN EXPENSE ANY DAMAGE, WHETHER INSIDE OR OUTSIDE OF THE LIMIT OF WORK LINE, TO UTILITY SYSTEMS, SURFACE PAVEMENTS, FIXTURES OR STRUCTURES THAT ARE NOT SPECIFICALLY INDICATED TO BE REMOVED OR RELOCATED AS PART OF THE PROJECT CONSTRUCTION. 12. THE CONTRACTOR SHALL EXERCISE PARTICULAR CARE WHILE WORKING IN THE VICINITY OF ACTIVE UTILITY AND DRAINAGE STRUCTURES. IN THE EVENT THAT ANY EXISTING STRUCTURES OR UTILITIES ARE DAMAGED AND THE SERVICES DISRUPTED, THE LINES SHALL BE IMMEDIATELY REPAIRED AND THE SERVICES RESTORED AS DIRECTED BY THE ENGINEER AT NO COST TO THE OWNER. OX/PM/MD November 10, 2025 Packet Pg. 827
SYMBOL CODE BOTANICAL NAME COMMON NAME SIZE SPACING QTY WATER USE NATIVE TREES QC QUERCUS CANBYI SIERRA RED OAK 36" BOX AS SHOWN 4 LOW YES QE QUERCUS ENGELMANNII ENGELMANN OAK 36" BOX AS SHOWN 5 MODERATE YES SYMBOL CODE BOTANICAL NAME COMMON NAME SIZE SPACING QTY WATER USE NATIVE SHRUBS AM ACHILLEA X 'MOONSHINE' MOONSHINE YARROW 1 GAL 24" O.C. 51 LOW YES AB ANIGOZANTHOS BICOLOR TWO-COLORED KANGAROO PAW 5 GAL 30" O.C. 3 LOW CD CAREX DIVULSA C.TUMULICOLA BERKELEY SEDGE 1 GAL 24" O.C. 29 LOW EC EPILOBIUM CALIFORNICUM CALIFORNIA FUCHSIA 1 GAL 24" O.C. 40 LOW YES GL GREVILLEA LANIGERA 'COASTAL GEM' COASTAL GEM GREVILLEA 5 GAL 24" O.C. 43 LOW HP HESPERALOE PARVIFLORA ''BRAKE LIGHT' BRAKELIGHTS YUCCA 1 GAL 36" O.C. 8 LOW LC LOMANDRA CONFERTIFOLIA 'SEASCAPE' SEASCAPE MAT RUSH 5 GAL 36" O.C. 16 LOW SB SENECIO MANDRALISCAE 'BLUE CHALK STICKS' BLUE CHALK STICKS 1 GAL 24" O.C. 52 LOW YES AMAB CDECGLHPLC SB PLANTBSCHEDULE SD SSCO SSCO SSCO SSCO WV
WM
WV
WM
WV
SS-LAT SS-LAT ALLEY LAUREL STREET 3QC2QE 3QE LC LCLCLCLC LC LC LC LC LCLC CDCD CDCD CD CD CD CDCD CD CD CDCD CDCD CD CD CDCDCD CD AB AB AB HP HP HP GL GL GLGLGL GL GL GLGLGLGLGLGL GLGLGLGLGL GL AM AM AM AM AMEC EC ECEC EC EC EC EC EC EC ECEC EC AM SB GL SB SB SB SBSB SBSB SB SB SB SB AM AM AM LCLCLCLC LC HP HP HPHP AM AMAM AMAM AMAM AMAM AMAM AMAMAMAM AMAM AM ECEC EC ECEC ECECECECEC ECECECEC SB SBSB SB SBSB SBSB SB SB SB SB SB SB SB SB SB HP GL GLGL GL GL GL GLAMAMAMAMAM SB SB EC SB SBAM EC SBSB GL GLAMAM AMAMAM AM SBSB SB SB SB SBAM AM AM AM SB SB SB GL GL GL GLGL GL GLGLGL GL AMAM AM AM SB SBSB ECECECEC AMAMECECECAM AM GL CDCDCDCD CD SB ECSB CD CDCD GLGL EC EC SB SB SB The City of Good Living CI TY OF SAN CARLOS CA L I FOR N I A DOWNTOWN PLAN IMPLEMENTATION PHASE IA - HARRINGTON PARK CONSTRUCTION DOCUMENTATION CIVIL ENGINEER CSW|ST2 303 TWIN DOLPHIN DR., REDWOOD CITY, CA 94065 415.883.9850 ARCHITECT I ENGINEER WARE ASSOCIATES, INC. 440 GRAND AVE, STE 250 OAKLAND, CA 94610 510.992.9888 WARE-ARCHITECTS.COM ELECTRICAL ENGINEER AURUM CONSULTING ENGINEERS 404 W FRANKLIN ST, STE 100, MONTEREY, CA 93940 831.646.3336 WATER FEATURE FLUIDITY DESIGN 724 S SPRING ST #1401, LOS ANGELES, CA 90014 213.739.9291 IRRIGATION DESIGN RMA 2670 CAMINO DIABLO, WALNUT CREEK, CA 94597 925.939.3985 LIGHTING DESIGN HLB LIGHTING 785 MARKET ST, STE 800, SAN FRANCISCO, CA 94103 415.348.8273 AUDIOVISUAL SALTER 130 SUTTER ST, FLOOR 5, SAN FRANCISCO, CA 94104 415.397.0442 LANDSCAPE ARCHITECT WALLACE ROBERTS & TODD, INC 120 2ND ST, 3RD FLOOR SAN FRANCISCO, CA 94105 415.575.4722 WRTDESIGN.COM OWNER CITY OF SAN CARLOS 600 ELM STREET SAN CARLOS, CA 94070 650.802.4264 8976.01 - DOWNTOWN IMPLEMENTATION PHASE 1A - 700 LAUREL ST AND HARRINGTON PARK DATE: 10/30/25 DRAWN BY: CHECKED BY: Sheet Title: Sheet # REVISIONS DATE 12345 6 75% SUBMITTAL / BUILDING PERMIT 09/10/25 CANOPY/PAVILION STRUCTURAL ENGINEER STRUCTURECRAFT BUILDERS USA INC. 2225 N. 56TH STREET SEATTLE, WA 98103 100% SUBMITTAL / BID SET 10/30/25 LI FO R N I A O F C E S T A T 4251AK . S E MA J S T Y E L K I CSIGNATURE DATE R EG I ST E R E D LA N DS CA P E A RC H I T EC T E X P . 1 1 - 3 0 - 2 5 09-10-2025 L-141 PLANTING PLAN JS 1 SCALE: 1" = 10'-0" PLANTING PLAN N 0 10' 20' SCALE: 1" = 10' PLANTING NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIM/HERSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR ANY COST INCURRED DUE TO DAMAGE OF SAID UTILITIES. 2. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH PLANTING OPERATIONS. 4. SEE SPECIFICATIONS FOR PLANTING REQUIREMENTS, MATERIALS, EXECUTION, MAINTENANCE, AND ADDITIONAL INFO. 5. SEE DETAILS AND SPECIFICATIONS FOR PLANTING STAKING METHOD AND PLANTING SOIL REQUIREMENTS. 6. IF CONFLICTS ARISE BETWEEN SIZE OF AREAS AND PLANS, CONTRACTOR SHALL CONTACT ENGINEER FOR RESOLUTION. FAILURE TO MAKE SUCH CONFLICTS KNOWN WILL RESULT IN CONTRACTOR'S LIABILITY FOR MATERIALS RELOCATION. 7. GROUNDCOVERS SHALL BE SPACED PER DETAILS. SHRUBS, PERENNIALS AND GRASSES SHALL BE SPACED PER PLAN OR PER DETAIL AS REQUIRED. 8. TREE LOCATIONS MAY BE ADJUSTED IN THE FIELD TO SUIT SPECIFIC SITE REQUIREMENTS AS DIRECTED BY ENGINEER. STAKE ALL TREE PLANTING LOCATIONS FOR APPROVAL. 9. ALL WORK TO BE PERFORMED BY LICENSED (C27) CONTRACTORS AND EXPERIENCED WORKERS. 11. ALL PLANTING AREAS AND BIORETENTION AREAS SHALL RECEIVE NON-FLOATING ORGANIC MULCH TO A 3" DEPTH, SEE SPECIFICATIONS. 12. QUANTITIES SHOWN ARE FOR BIDDING PURPOSES. CONTRACTOR SHALL INSTALL PLANTS TO MEET DESIGN INTENT SHOWN ON PLANS. OX/PM/MD November 10, 2025 Packet Pg. 828
HAND-TIGHT JOINT POLYMERIC SAND, SEE SPECS PRECAST CONCRETE UNIT PAVER, SEE SPECS COMPACTED CLASS 2 AGGREGATE BASE, SEE SPECS. COMPACTED SUBGRADE, SEE SPECS. 1"
MAX WIDTH OF PAVER HOLD FINISH GRADE 1/2" BELOW FINISH GRADE OF PAVING 4" MORTAR PAVERS AT GRADE BEAM4" EXTEND 4" BELOW SUBGRADE CONCRETE GRADE BEAM W/ (2) #4 REBAR CONTINUOUS, 3" CLR SUB
GRADE PLAN SECTIONALIGN RUNNING BOND ACROSS CHANGE IN PAVER TYPE, TYP CONCRETE GRADE BEAM BELOW 1'-0" NOTES: 1. FINISH GRADE OF PAVERS NO TO EXCEED 1/8" ABOVE ADJACENT PAVERS. 2. THE CONTRACTOR SHALL PREPARE A MOCKUP FOR APPROVAL. 3. SEE SPECS FOR COLOR AND FINISH. 4. PAVER EDGE SHALL HAVE SMOOTH CURVES AND TRANSITIONS. 5. SEE SPECS FOR SEALER. SAND SETTING BED, SEE SPECS GEO-GRID, SEE SPECS. SAND SETTING BED, SEE SPECS. PRECAST CONCRETE UNIT PAVER, SEE SPECS. COMPACTED CLASS 2 AGGREGATE BASE, SEE SPECS. COMPACTED SUBGRADE, SEE SPECS. 2 L-501 PER STRUCTURAL STREET LIGHT POST, LUMEC BY SIGNIFY APR4 W/ STANDARD BASE COVER, SED BASE COVER LBC4C. ENSURE PAVERS COVER CONTINUOUSLY UNDER BASE PLATE. MORTAR SETTING BED, SEE SPECS. BASE PLATE AND LEVELING NUTS, SED, SSD CONCRETE FOOTING, REINFORCEMENT, AND ANCHOR, SEE 9/S3-502 4"
1" PLAN SECTION BRICK PAVERS @ UNIT PAVERS NOTES: 1. SEE CIVIL DEMOLITION PLANS FOR DONOR BRICK SALVAGING. 2. REMOVE AND STORE BRICKS TO PROTECT THEM FROM DAMAGE. 3. FINISH GRADE OF PAVERS NO TO EXCEED 1/8" ABOVE ADJACENT PAVERS. 4. PAVER EDGE SHALL HAVE SMOOTH CURVES AND TRANSITIONS. 5. IF ADDITIONAL BRICKS ARE NEEDED, NEW BRICK SHALL MATCH EXISTING AND SUBMITTED FOR APPROVAL BY OWNER'S REPRESENTATIVE. 6. IF LESS DONOR BRICKS EXIST TO FILL SPACE, CENTER THE DONOR BRICKS WITHIN THE PLAN. 7. ALL DONOR BRICKS SHALL NOT BE TRIMMED AS EDGE PIECES. 8. DOCUMENT EXISTING LOCATIONS OF BRICK PAVERS. INSTALL BRICKS IN THE SAME ORDER AS THEY CURRENTLY EXIST - NAME BY NAME. SECTION BRICK PAVERS @ EDGE OF PLANTER AREA 2 L-501 2 L-501 118° MATCH EXISTING 2'-10" VIF 1'-1" VIF 1'-1" VIF 10" 6"
1" 3" CLR CONCRETE UNIT PAVER
1"
MAX
10" HOLD FINISH GRADE 1/2" BELOW FINISH GRADE OF PAVING 4" MORTAR PAVERS AT GRADE BEAM4" EXTEND 4" BELOW SUBGRADE CONCRETE GRADE BEAM W/ (2) #4 REBAR CONTINUOUS, 3" CLR ALIGN RUNNING BOND ACROSS CHANGE IN PAVER TYPE, TYP. CONCRETE GRADE BEAM BELOW 1'-0" HAND-TIGHT JOINT POLYMERIC SAND, SEE SPECS. COMPACTED CLASS 2 AGGREGATE BASE, SEE SPECS. COMPACTED SUBGRADE, SEE SPECS. SALVAGED DONOR BRICKS. ASSUMED 4 -1/8" x 2-1/2" x 9- 3/32", CONTRACTOR TO VERIFY IN FIELD. PROVIDE MAKEUP BRICKS TO MATCH AS NEEDED. CONCRETE BASE W/ #4 REBAR BOTH WAYS AT 12" OC SAND SETTING BED, SEE SPECS. WIDTH OF PAVER HAND-TIGHT JOINT POLYMERIC SAND, SEE SPECS COMPACTED CLASS 2 AGGREGATE BASE, SEE SPECS. COMPACTED SUBGRADE, SEE SPECS. 1"
MAX HOLD FINISH GRADE 1/2" BELOW FINISH GRADE OF PAVING 2 1/2" 4" EXTEND 4" BELOW SUBGRADE
SUB
GRADE SALVAGED DONOR BRICKS. ASSUMED 4 -1/8" x 2-1/2" x 9- 3/32", CONTRACTOR TO VERIFY IN FIELD. PROVIDE MAKEUP BRICKS TO MATCH AS NEEDED. 10" 6"
1" CONCRETE BASE W/ #4 REBAR BOTH WAYS AT 12" OC SAND SETTING BED, SEE SPECS MORTAR FULL LENGTH BRICK PAVERS AT GRADE BEAM 12" MIN CONCRETE GRADE BEAM W/ (2) #4 REBAR CONTINUOUS, 3" CLRCONCRETE UNIT PAVERS SALVAGED DONOR BRICKS. ASSUMED 3-5/8" x 2-1/2" x 8", CONTRACTOR TO VERIFY IN FIELD. PROVIDE MAKEUP BRICKS TO MATCH AS NEEDED. HAND-TIGHT JOINT POLYMERIC SAND, SEE SPECS.

SUB
GRADE PROVIDE MAKEUP BRICKS TO MATCH AS NEEDED. GEO-GRID, SEE SPECS. GEO-GRID, SEE SPECS. 3" CLR SCALE: SALVAGED DONOR BRICK PAVERS 1 1" = 1'-0" SCALE: CONCRETE UNIT PAVERS 2 1" = 1'-0" SCALE: STREET LIGHT POLE AT CONCRETE UNIT PAVERS 3 1" = 1'-0" SITE DETAILS - PAVING AN / MD JS L-501 The City of Good Living CI TY OF SAN CARLOS CA L I FOR N I A DOWNTOWN PLAN IMPLEMENTATION PHASE IA - HARRINGTON PARK CONSTRUCTION DOCUMENTATION CIVIL ENGINEER CSW|ST2 303 TWIN DOLPHIN DR., REDWOOD CITY, CA 94065 415.883.9850 ARCHITECT I ENGINEER WARE ASSOCIATES, INC. 440 GRAND AVE, STE 250 OAKLAND, CA 94610 510.992.9888 WARE-ARCHITECTS.COM ELECTRICAL ENGINEER AURUM CONSULTING ENGINEERS 404 W FRANKLIN ST, STE 100, MONTEREY, CA 93940 831.646.3336 WATER FEATURE FLUIDITY DESIGN 724 S SPRING ST #1401, LOS ANGELES, CA 90014 213.739.9291 IRRIGATION DESIGN RMA 2670 CAMINO DIABLO, WALNUT CREEK, CA 94597 925.939.3985 LIGHTING DESIGN HLB LIGHTING 785 MARKET ST, STE 800, SAN FRANCISCO, CA 94103 415.348.8273 AUDIOVISUAL SALTER 130 SUTTER ST, FLOOR 5, SAN FRANCISCO, CA 94104 415.397.0442 LANDSCAPE ARCHITECT WALLACE ROBERTS & TODD, INC 120 2ND ST, 3RD FLOOR SAN FRANCISCO, CA 94105 415.575.4722 WRTDESIGN.COM OWNER CITY OF SAN CARLOS 600 ELM STREET SAN CARLOS, CA 94070 650.802.4264 8976.01 - DOWNTOWN IMPLEMENTATION PHASE 1A - 700 LAUREL ST AND HARRINGTON PARK DATE: 10/30/25 DRAWN BY: CHECKED BY: Sheet Title: Sheet # REVISIONS DATE 12345 6 75% SUBMITTAL / BUILDING PERMIT 09/10/25 CANOPY/PAVILION STRUCTURAL ENGINEER STRUCTURECRAFT BUILDERS USA INC. 2225 N. 56TH STREET SEATTLE, WA 98103 100% SUBMITTAL / BID SET 10/30/25 LI FO R N I A O F C E S T A T 4251AK . S E MA J S T Y E L K I CSIGNATURE DATE R EG I ST E R E D LA N DS C A P E A RC H I T EC T E X P . 1 1 - 3 0 - 2 5 09-10-2025 November 10, 2025 Packet Pg. 829
SECTION B-B @ TREE GRATE L-501 2L-502 3
5" SECTION A-A @ TREE GRATE
1 1/4" 6" MIN 6' 1" 1'-0" TREE PLANTING L-601 5 SECTION C-C @ TREE GRATE 1'-2" 4 1/2" NOM. SECTION D-D @ TREE GRATE 4 1/2" NOM. 8" 8" SOIL CELLS CONCRETE UNIT PAVERS CUSTOM TREE GRATE, SEE SPECS. 4" PERF PIPE, SCD 3" MULCH, SEE SPECS. METAL TREE STAKES, SEE SPECS. 2 PER TREE. 'SOC' STAND OFF CONTINUOUS 2 X 2 X 1/4" TABS W/ 5/8" Ø HOLE W/ 1/2" CONCRETE ANCHOR PER MANUF. TABS AT 18" OC PERIMETER FRAME SAND SETTING BED, SEE SPECS COMPACTED CLASS 2 AGGREGATE BASE, SEE SPECS. TRENCH DRAIN AND CONCRETE SUPPORT, SCD TREE GRATE, SEE SPECS. ELECTRICAL BOX, SEE SPECS. PLANTING AREA TRENCH DRAIN AND CONCRETE SUPPORT, SCD CUSTOM TREE GRATE, SEE SPECS. PLANTING AREA TRENCH DRAIN AND CONCRETE SUPPORT, SCD TREE GRATE, SUPPORTED BY CONCRETE TRENCH DRAIN SUPPORT INVERT OF TRENCH DRAIN, SCD CONCRETE TRENCH DRAIN SUPPORT, SCD TRENCH DRAIN GRATE, SCD PLANTING SOIL, RELATIVE COMPACTION 85% PLANTING SOIL, RELATIVE COMPACTION 85% AGGREGATE BASE ELECTRICAL CONDUIT, SED 4" PERF PIPE, SCD 4" PERF PIPE, SCD LOOSEN ROOT MASS AT BASE AND TOP TO EXPOSE FIRST LAYER OF ROOTS. SET TOP OF ROOT BALL 2" ABOVE PRE-MULCH GRADE PLAN 1'-0" R6" 6'-0" R3'-0" NOTES: 1. DESIGN INTENT ONLY. CONTRACTOR TO SUBMIT SHOP DRAWINGS. 2. TREE GRATE, SEE SPECS. 3. NO OPENINGS GREATER THAN 1/4" IN WIDTH. 4. PEDESTRIAN LOAD ONLY. 5. TRENCH DRAIN GRATE SHALL MATCH TREE GRATE MATERIAL FINISH. 6. CONTRACTOR TO CONFIRM METAL TREE GRATE STAKE ANCHORS WITH CUSTOM TREE GRATE DURING SHOP DRAWINGS. 1'-6" 1'-6" AA 3'-0" TRENCH DRAIN, SCD. TRENCH DRAIN CONCRETE SUPPORTS TREE GRATE. BREAK AWAY TREE OPENING, 12" MIN TREE GRATE AND FRAME, SEE SPECS. PLANTING AREA ELECTRICAL BOX, SEE SPECS. METAL TREE STAKE 5" 6" 5" D D CC 36" BOX TREE B B CONCRETE GRADE BEAM BELOW 6" MIN 6" MIN 1"- 6" C D B 6" MIN M P K N G R 4"
MIN

16.7" 0 T QVARIES E I H L K E Y P L A N A K H SILVA CELL SYSTEM (DECK, BASE, AND POSTS) B DEEPROOT ROOT BARRIER, 12" OR 18", DEPTH DETERMINED BY THICKNESS OF PAVEMENT SECTION, INSTALL DIRECTLY ADJACENT TO CONCRETE EDGE RESTRAINT DE JL IFG ROOT BALL TREE OPENING TREATMENT, PER PROJECT SPECIFICATIONS GEOTEXTILE FABRIC TO EDGE OF EXCAVATION COMPACTED BACKFILL, PER PROJECT SPECIFICATIONS GEOGRID, WRAPPED AROUND PERIMETER OF SYSTEM, WITH 6" TOE (OUTWARD FROM BASE) AND 12" EXCESS (OVER TOP OF DECK) CABLE TIE, ATTACHING GEOGRID TO SILVA CELL AT BASE OF UPPER LEG FLARE, AS NEEDED ANCHORING SPIKES, CONTACT DEEPROOT FOR ALTERNATIVE 1" TO 6" SPACING BETWEEN SILVA CELLS AT BASE 4" MIN CLASS 2 AGGREGATE BASE, COMPACTED TO 95% PROCTOR GEOTEXTILE FABRIC, PLACED ABOVE SUBGRADE SUBGRADE, COMPACTED PAVEMENT AND AGGREGATE BASE PER PROJECT * C SILVA CELL BASE SLOPE, 10% MAX Q PLANTING SOIL BELOW ROOT BALL, COMPACTED WELL TO PREVENT SETTLING M THICKENED EDGE AT TREE OPENING (TO BE USED WITH CONCRETE) N RIBBON CURB AT TREE OPENING (TO BE USED WITH PAVERS OR ASPHALT) P O SR PLANTING SOIL, PER PROJECT SPECIFICATIONS, PLACED IN LIFTS AND WALK-IN COMPACTED TO 75-85% PROCTOR STREET ADJACENT WALK OR BUILDING DIMENSIONS VARY PER PROJECT REFER TO SILVA CELL LAYOUT T U S A F 0 V J DEEPROOT WATER AND AIR VENT, ROOTBALL, WHEN REQUIRED U DEEPROOT WATER AND AIR VENT, WHEN REQUIRED TV UNDERDRAIN SYSTEM, WHEN REQUIRED (LOCATION AND DETAILS BY OTHERS) *MINIMUM PAVEMENT PROFILE OPTIONS TO MEET H-20 LOADING PAVEMENT + AGGREGATE BASE COURSE 6" CONCRETE ............... + 4" AGGREGATE 4" PAVER ..................... + 1" SAND + 10" AGGREGATE 4" ASPHALT .................. + 12"AGGREGATE 2.6" PAVER .................... + 5" CONCRETE N O T E S 1. EXCAVATION SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE HEALTH AND SAFETY REGULATIONS 2. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS 3. PROVIDE SUPPLEMENTAL IRRIGATION 4. DO NOT SCALE DRAWINGS 5. SEE SUSPENDED PAVEMENT SYSTEM SPECIFICATIONS SEE 5/L-502 FOR PAVEMENT DETAILS AT SUSPENDED PAVEMENT BOTTOM OF CANOPY FOUNDATION TOP OF CANOPY FOUNDATION

EXCAVATION EXTENT

EXISTING SOIL CELL

SLAB FOOTING

EXISTING EDGE OF MATT

ZONE OF INFLUENCE
VARIES
PER

PAVEMENT
TYPE* SCALE: TREE GRATE AT CONCRETE UNIT PAVERS 1 1" = 1'-0" SCALE: TREE GRATE AT CONCRETE UNIT PAVERS - PLAN 2 1/2" = 1'-0" SITE DETAILS - PAVING OX / MD JS SCALE: SOIL CELL 3 3/4" = 1'-0" L-502 The City of Good Living CI TY OF SAN CARLOS CA L I FOR N I A DOWNTOWN PLAN IMPLEMENTATION PHASE IA - HARRINGTON PARK CONSTRUCTION DOCUMENTATION CIVIL ENGINEER CSW|ST2 303 TWIN DOLPHIN DR., REDWOOD CITY, CA 94065 415.883.9850 ARCHITECT I ENGINEER WARE ASSOCIATES, INC. 440 GRAND AVE, STE 250 OAKLAND, CA 94610 510.992.9888 WARE-ARCHITECTS.COM ELECTRICAL ENGINEER AURUM CONSULTING ENGINEERS 404 W FRANKLIN ST, STE 100, MONTEREY, CA 93940 831.646.3336 WATER FEATURE FLUIDITY DESIGN 724 S SPRING ST #1401, LOS ANGELES, CA 90014 213.739.9291 IRRIGATION DESIGN RMA 2670 CAMINO DIABLO, WALNUT CREEK, CA 94597 925.939.3985 LIGHTING DESIGN HLB LIGHTING 785 MARKET ST, STE 800, SAN FRANCISCO, CA 94103 415.348.8273 AUDIOVISUAL SALTER 130 SUTTER ST, FLOOR 5, SAN FRANCISCO, CA 94104 415.397.0442 LANDSCAPE ARCHITECT WALLACE ROBERTS & TODD, INC 120 2ND ST, 3RD FLOOR SAN FRANCISCO, CA 94105 415.575.4722 WRTDESIGN.COM OWNER CITY OF SAN CARLOS 600 ELM STREET SAN CARLOS, CA 94070 650.802.4264 8976.01 - DOWNTOWN IMPLEMENTATION PHASE 1A - 700 LAUREL ST AND HARRINGTON PARK DATE: 10/30/25 DRAWN BY: CHECKED BY: Sheet Title: Sheet # REVISIONS DATE 12345 6 75% SUBMITTAL / BUILDING PERMIT 09/10/25 CANOPY/PAVILION STRUCTURAL ENGINEER STRUCTURECRAFT BUILDERS USA INC. 2225 N. 56TH STREET SEATTLE, WA 98103 100% SUBMITTAL / BID SET 10/30/25 LI FO R N I A O F C E S T A T 4251AK . S E MA J S T Y E L K I CSIGNATURE DATE R EG I ST E R E D LA N DS C A P E A RC H I T EC T E X P . 1 1 - 3 0 - 2 5 09-10-2025 November 10, 2025 Packet Pg. 830
6" STEEL POST @ CATENARY LIGHTS, SEE 5/S3-502
11" MAX 6" MIN CLR CONCRETE FOOTING, SEE 5/S3-502 BIORETENTION AREA, SCD 1'-6" CL 2'-3" 24"
MIN
COVER 1'-0" 6" 1'-0" RETAINING CURB BIORETENTION WALL, SCD LANDSCAPEFORMS EMERSON BIKE RACK 2 L-501 10" 3" CLR., TYP.
5" 2'-6" HAND-TIGHT JOINT POLYMERIC SAND, SEE SPECS SAND SETTING BED, SEE SPECS PRECAST CONCRETE UNIT PAVER, SEE SPECS COMPACTED CLASS 2 AGGREGATE BASE, SEE SPECS. COMPACTED SUBGRADE, SEE SPECS. THREADED ANCHOR ROD, SEE MANUFACTURER DWGS. MORTAR SETTING BED, SEE SPECS. 2" MIN
EMBED 2'-6"
9 1/2" PLAN NOTES: 1. PROVIDE ANTI-GRAFFITI COATING, SEE SPECS. CONCRETE BASE W/ #4 REBAR AT 12" OC EACH WAY 3'-4" 3'-0" HAND-TIGHT JOINT POLYMERIC SAND, SEE SPECS. SAND SETTING BED, SEE SPECS. PRECAST CONCRETE UNIT PAVER COMPACTED CLASS 2 AGGREGATE BASE, SEE SPECS. 10" EPOXY ANCHOR, PER MANUFACTURER COMPACTED SUBGRADE, SEE SPECS. CONCRETE FOOTING, W/ #4 REBAR AT 12" OC EACH WAY 1'-0" 2'-4" 2'-4"
1'-2" ANCHOR, PER MANUF, TYP.
4"
MIN
EMBED 3" CLR MORTAR SETTING BED, SEE SPECS. PLAN NOTES: 1. PROVIDE ANTI-GRAFFITI COATING, SEE SPECS. 2 L-501 2 L-501 FLUSH PLAN CL NOTES: 1. PROVIDE ANTI-GRAFFITI COATING, SEE SPECS. 2. CONTRACTOR TO SUBMIT SHOP DWGS, SEE SPECS. CL 5'-0" MAX PER PLAN SECTION 3'-5" 3'-5" DIRECTION OF TRAFFIC IMPACT BASE PLATE HYDRAULIC BOLLARD 4'-3"
3'-4" 11" 1'-9" (SEE MANUF INSTALLATION INSTRUCTIONS) 12", TYP. 12", TYP. 5'-0" MAX PER PLAN UNIT PAVERS, SEE SPECS. HYDRAULIC BOLLARD, SEE SPECS. COMPACTED CLASS 2 AGGREGATE BASE, SEE SPECS. ELECTRICAL CONDUIT, SED BASE PLATE, SEE SPECS. COMPACTED SUBGRADE SLEEVE AND WATER LINE, SCD (4) #5. STD HK E.S., TYP (ADD'L #5 E.F. ABOVE/BELOW PIPE PENETRATION) HOOK ON J-BOLTS TO EXTEND PAST REBAR (2) #4 W/ 180 DEGREE STD HK E.S., TYP. PLACED AT 45 DEGREES, PERP TO STREET / TRAFFIC #4 AT 6" E.F., 180 DEGREE STD HK E.S., TYP. (3) #5 @ 3" AT TOP, #5 @ 6", BELOW THAT, E.F., TYP. CONCRETE FOOTING CHAMBER FOR RETRACTED BOLLARD AND MECHANICS, SEE SPECS. FLEXIBLE SHEATH, SED FINISH GRADE 3' MIN LEVEL CURB BEYOND, SCD SECTION - PRECAST L-504 CONCRETE BENCH 5 BIORETENTION AREA, SCD 24" MIN
COVER 1'-0" 6" 1'-0" BIORETENTION WALL, SCD
29" MAX
6"
11" MAX TREE PLANTING L-601 5BIORETENTION AREA, SCD
24" MIN
COVER 1'-0" 6" 1'-0"BERM GRADE BEYOND BIORETENTION WALL, SCD E-BIKE CHARGING STATION, SEE SPECS (4) #5 EQUALLY SPACED 4 1/2" 3'-0" PLAN NOTES: 1. PROVIDE ANTI-GRAFFITI COATING, SEE SPECS. 16" Ø CONCRETE FOOTING (4) #5 EQUALLY SPACED #3 AT 6" PITCH, (2) FULL FLAT TURNS AT TOP 12" 2" 3" MIN 3" MIN #3 AT 6" PITCH, (2) FULL FLAT TURNS AT TOP CONCRETE FOOTING 1'-4" DIA FINISH GRADE CONCRETE SHAPED RECTANGLE TO MATCH BASE PLATE ELECTRICAL CONDUIT, SED 2'-6" OUTDOOR POWER PEDESTAL, SEE SPECS (4) #5 EQUALLY SPACED 6" 2'-6" PLAN NOTES: 1. PROVIDE ANTI-GRAFFITI COATING, SEE SPECS. 16" Ø CONCRETE FOOTING (4) #5 EQUALLY SPACED #3 AT 6" PITCH, (2) FULL FLAT TURNS AT TOP 3" MIN 3" MIN #3 AT 6" PITCH, (2) FULL FLAT TURNS AT TOP CONCRETE FOOTING 1'-4" DIA FINISH GRADE ELECTRICAL CONDUIT, SED 6" 6"
3"
12" EMBED
2'-6" SITE DETAILS - FURNISHING AN/PM/MD JS SCALE: LIGHTING CATENARY POLE AT PLANTING AREA 4 1/2" = 1'-0" SCALE: WASTE RECEPTACLE 2 1" = 1'-0" SCALE: BIKE RACK 1 1" = 1'-0" SCALE: HYDRAULIC BOLLARD 3 3/4" = 1'-0" SCALE: CUSTOM BENCH AT PLANTING AREA 5 1/2" = 1'-0" SCALE: TREE ON SLOPE AT PLANTING AREA 6 1/2" = 1'-0" SCALE: E-BIKE CHARGING POST 7 1" = 1'-0" SCALE: OUTDOOR POWER PEDESTAL 8 1" = 1'-0" L-503 The City of Good Living CI TY OF SAN CARLOS CA L I FOR N I A DOWNTOWN PLAN IMPLEMENTATION PHASE IA - HARRINGTON PARK CONSTRUCTION DOCUMENTATION CIVIL ENGINEER CSW|ST2 303 TWIN DOLPHIN DR., REDWOOD CITY, CA 94065 415.883.9850 ARCHITECT I ENGINEER WARE ASSOCIATES, INC. 440 GRAND AVE, STE 250 OAKLAND, CA 94610 510.992.9888 WARE-ARCHITECTS.COM ELECTRICAL ENGINEER AURUM CONSULTING ENGINEERS 404 W FRANKLIN ST, STE 100, MONTEREY, CA 93940 831.646.3336 WATER FEATURE FLUIDITY DESIGN 724 S SPRING ST #1401, LOS ANGELES, CA 90014 213.739.9291 IRRIGATION DESIGN RMA 2670 CAMINO DIABLO, WALNUT CREEK, CA 94597 925.939.3985 LIGHTING DESIGN HLB LIGHTING 785 MARKET ST, STE 800, SAN FRANCISCO, CA 94103 415.348.8273 AUDIOVISUAL SALTER 130 SUTTER ST, FLOOR 5, SAN FRANCISCO, CA 94104 415.397.0442 LANDSCAPE ARCHITECT WALLACE ROBERTS & TODD, INC 120 2ND ST, 3RD FLOOR SAN FRANCISCO, CA 94105 415.575.4722 WRTDESIGN.COM OWNER CITY OF SAN CARLOS 600 ELM STREET SAN CARLOS, CA 94070 650.802.4264 8976.01 - DOWNTOWN IMPLEMENTATION PHASE 1A - 700 LAUREL ST AND HARRINGTON PARK DATE: 10/30/25 DRAWN BY: CHECKED BY: Sheet Title: Sheet # REVISIONS DATE 12345 6 75% SUBMITTAL / BUILDING PERMIT 09/10/25 CANOPY/PAVILION STRUCTURAL ENGINEER STRUCTURECRAFT BUILDERS USA INC. 2225 N. 56TH STREET SEATTLE, WA 98103 100% SUBMITTAL / BID SET 10/30/25 LI FO R N I A O F C E S T A T 4251AK . S E MA J S T Y E L K I CSIGNATURE DATE R EG I ST E R E D LA N DS C A P E A RC H I T EC T E X P . 1 1 - 3 0 - 2 5 09-10-2025 November 10, 2025 Packet Pg. 831
3 L-504 ALIGN BASE WITH ADJACENT CURB, SCD. SINGLE END FOOTING 3 L-505 30'-0" 5 L-504 EDGE OF PAVING BELOW BIORETENTION AREA SIDE PLAZA SIDE SUPPORT FOOTING CL 5'-0" EQ. 5'-0" EQ. 5'-0" EQ. 5'-0" EQ. 5'-0" EQ. 5'-0" EQ. ALIGN WITH ADJACENT CURB 4'-0" 1'-2" 1'-2" GRADE BREAK 1'-2" 1'-2" 2'-0" SKATE STOP, TYP. SEE SPECS. NOTES: 1. BENCH DESIGN IS FOR DESIGN INTENT ONLY. TO BE CONFIRMED WITH FABRICATOR'S ENGINEER THROUGH SHOP DRAWINGS PROCESS. 2. BENCH LAYOUT AND DIMENSIONS SHALL ALIGN WITH THE CURB WALL, SCD FOR LAYOUT. 3. PROVIDE ANTI-GRAFFITI COATING ON CONCRETE AND METAL, SEE SPECS. 4. ALL METALWORK SHALL BE POWDER COATED, SEE SPECS. 15'-6" WOOD BACKREST SS STEEL ARMREST, TYP. CL 4" 4'-8" 4" OVERHANG 4 L-504 EXPANSION JOINT 2'-4" EXPANSION JOINT 1'-0" 6" AV FRONT-OF-HOUSE I/O PLATE HOUSING COURTESY OUTLET COURTESY OUTLET 2 L-505 CL CL CL CL 4" PRECAST MODULE, SEE "PM - 1", 1/L-506 PRECAST MODULE, SEE "PM - 2", 1/L-506 PRECAST MODULE, SEE "PM - 3", 1/L-506 1'-8" 1'-2" 4 L-505 4 L-505 TIGHT FIT JOINT, TYP BTW PRECAST MODULES THROUGH-ROD AT WOOD BENCH SLATS, ON CENTER AT EACH ARMREST, TYP 1'-6" 2 L-501 1'-4 1/4" 3" MAX PROTRUSTION 79.87°
29" MAX
100°
1'-2 1/8" 1 5/8" 6 3/8" 2 1/4"
3/8" 3 1/8" 1'-3" PLAN 4 1/4" 6" THROUGH-ROD W/ PLUGGED HOLES AT ENDS @ ARMREST 1 1/2" TYP. 1/4" TYP. CONTINUOUS C.I.P. CONCRETE FOOTER EPOXY 1/2" DIA SS ALL-THREAD RODS @ 18" OC MAX, 4" EMBED EACH WAY 3/8" SS STEEL FLAT BAR W/ 1/4" RECTANGULAR SS SPACERS ON-END WOOD SLAT BENCH COMPACTED SUBGRADE, SEE SPECS. PLANTING AREA UNIT PAVER R 1/2" R 1-1/8" 1 / 4" SS FLAT BAR W/ R 1-1/8" SS ARMREST EXPANSION BOLT, 3/8" WEDGE ANCHOR W/ 4" EMBED SS SCREWS 3 / 8" SS STEEL FLAT BAR BACKREST WOOD BACKREST FINISH GRADE CONCRETE SUPPORT W/ TYP. WALL REINF, SCD CONCRETE CURB WALL, BEYOND, SCD WOOD PLUG 1'-0" 6" 1'-0" 5 1/2"
24" MIN COVER
5"
1'-6"
1'-0 1/4" #4@12" STD HK T&B #4@12" 3 1/4" TYP.
6" 3" CLR TYP. TYP. WALL REINF, SCD #4@12" STD HK T&B PRECAST BENCH TO SLOPE WITH GRADE, MAX 2%. NO VERTICAL FACE OF BENCH SHALL BE EXPOSED ABOVE PAVER GRADE #3 REBAR 1'-6" 1 1/2" TYP. 1/4" TYP. 2 L-501 5 1/2"
1'-5 1/4" 3" MAX PROTRUSTION 79.87°
29" MAX
3/8 " 6 1/8" CONTINUOUS C.I.P. CONCRETE FOOTER PRECAST BENCH TO SLOPE WITH GRADE, MAX 2%. NO VERTICAL FACE OF BENCH SHALL BE EXPOSED ABOVE PAVER GRADE UNIT PAVER R 1/2" R 1-1/8" 1 / 4" SS FLAT BAR W/ R 1-1/8" ARMREST 3 / 8" STEEL SUPPORT FINISH GRADE CONCRETE CURB WALL, BEYOND, SCD THROUGH-ROD W/ PLUGGED HOLES AT ENDS @ ARMREST EPOXY 1/2" DIA SS ALL-THREAD RODS @ 18" OC MAX, 4" EMBED EACH WAY 3/8" SS STEEL FLAT BAR W/ 1/4" RECTANGULAR SS SPACERS EXPANSION BOLT, 3/8" WEDGE ANCHOR W/ 4" EMBED ON-END WOOD SLAT BENCH SS SCREWS WOOD PLUG 3 1/8" 1 7/8" 24" MIN COVER
5"
1'-0 1/4"
1'-6" 1'-0" 6" 1'-0" 1'-3" COMPACTED SUBGRADE, SEE SPECS. PLANTING AREA 6" 3" CLR TYP. TYP. WALL REINF, SCD #4@12" STD HK T&B CONCRETE SUPPORT W/ TYP. WALL REINF, SCD #3 REBAR 2 L-501 79.87° 3" MAX PROTRUSTION 1'-6" 29" MAXPRECAST CONCRETE BENCH CONTINUOUS C.I.P. CONCRETE FOOTER R 1/2" R 1-1/8" 1'-6" UNIT PAVER EPOXY 1/2" DIA SS ALL-THREAD RODS @ 18" OC MAX, 4" EMBED EACH WAY PRECAST BENCH TO SLOPE WITH GRADE, MAX 2%. NO VERTICAL FACE OF BENCH SHALL BE EXPOSED ABOVE PAVER GRADE SKATE DETERRENT, TYP. DRILLED AND EPOXY IN PLACE, SEE SPECS. 24" MIN COVER 1'-0" 6" 1'-0" CONCRETE CURB WALL, BEYOND, SCD 1'-3" (4)#3 LONGITUDINAL BARS, W/ #3@16" OC COMPACTED SUBGRADE, SEE SPECS. PLANTING AREA 6" 3" CLR TYP. TYP. WALL REINF, SCD #4@12" STD HK T&B CONCRETE SUPPORT W/ TYP. WALL REINF, SCD 1'-11"
5" SOLDIER COURSE ALIGNED WITH BACK OF FOOTING 6" BACK OF BENCH FACE OF CURB CONCRETE SUPPORT 1'-0" PLAZA CUSTOM BENCH PLAN SECTION UNDER BENCH PLAZA CONCRETE FOOTING POINTED MORTAR JOINT UNDER PAVERS. TAPE JOINT AND KEEP SURFACES CLEAN. PAVERS L-504 The City of Good Living CI TY OF SAN CARLOS CA L I FOR N I A DOWNTOWN PLAN IMPLEMENTATION PHASE IA - HARRINGTON PARK CONSTRUCTION DOCUMENTATION CIVIL ENGINEER CSW|ST2 303 TWIN DOLPHIN DR., REDWOOD CITY, CA 94065 415.883.9850 ARCHITECT I ENGINEER WARE ASSOCIATES, INC. 440 GRAND AVE, STE 250 OAKLAND, CA 94610 510.992.9888 WARE-ARCHITECTS.COM ELECTRICAL ENGINEER AURUM CONSULTING ENGINEERS 404 W FRANKLIN ST, STE 100, MONTEREY, CA 93940 831.646.3336 WATER FEATURE FLUIDITY DESIGN 724 S SPRING ST #1401, LOS ANGELES, CA 90014 213.739.9291 IRRIGATION DESIGN RMA 2670 CAMINO DIABLO, WALNUT CREEK, CA 94597 925.939.3985 LIGHTING DESIGN HLB LIGHTING 785 MARKET ST, STE 800, SAN FRANCISCO, CA 94103 415.348.8273 AUDIOVISUAL SALTER 130 SUTTER ST, FLOOR 5, SAN FRANCISCO, CA 94104 415.397.0442 LANDSCAPE ARCHITECT WALLACE ROBERTS & TODD, INC 120 2ND ST, 3RD FLOOR SAN FRANCISCO, CA 94105 415.575.4722 WRTDESIGN.COM OWNER CITY OF SAN CARLOS 600 ELM STREET SAN CARLOS, CA 94070 650.802.4264 8976.01 - DOWNTOWN IMPLEMENTATION PHASE 1A - 700 LAUREL ST AND HARRINGTON PARK DATE: 10/30/25 DRAWN BY: CHECKED BY: Sheet Title: Sheet # REVISIONS DATE 12345 6 75% SUBMITTAL / BUILDING PERMIT 09/10/25 CANOPY/PAVILION STRUCTURAL ENGINEER STRUCTURECRAFT BUILDERS USA INC. 2225 N. 56TH STREET SEATTLE, WA 98103 100% SUBMITTAL / BID SET 10/30/25 LI FO R N I A O F C E S T A T 4251AK . S E MA J S T Y E L K I CSIGNATURE DATE R EG I ST E R E D LA N DS C A P E A RC H I T EC T E X P . 1 1 - 3 0 - 2 5 09-10-2025 SITE DETAILS - CUSTOM BENCHES 1 SCALE: 1/2" = 1'-0" PLAN VIEW - CUSTOM BENCH 1 N JS AN/PM/MD SCALE: SECTION - WOOD BENCH WITH BACK REST 3 1" = 1'-0" SCALE: SECTION - WOOD BENCH WITH ARM REST 4 1" = 1'-0" SCALE: SECTION - PRECAST CONCRETE BENCH 5 1" = 1'-0" SCALE: PAVING UNDER BENCH 2 1" = 1'-0" November 10, 2025 Packet Pg. 832
EXPANSION JOINT C.I.P. CONCRETE CURB, SCD. SKATE DETERRENT, SEE SPEC EXPANSION JOINT EPOXY 1/2" DIA SS ALL-THREAD RODS @ 18" OC MAX, 4" EMBED EACH WAY 6"
1'-0"
6" 29'-8"
1'-6"
6" 13'-2" 8" 1'-2" 4'-8" 5'-0" EQ. 5'-0" EQ. 5'-0" EQ. 5'-0" EQ. 5'-0" EQ. 1'-0" 3"
2'-11"
4" MIN
COVER FINISH GRADE OF PLAZA C.I.P. CONCRETE CURB, SCD CONTINUOUS C.I.P. CONCRETE FOOTER, SEE 2/C-601 R 1/4", TYP. SS ARMREST, SEE "SM-1", 1/L506 WOOD BACKREST SEE "W-1", 1/L506 SS ARMREST, SEE "SM-2", 1/L506 L-505 4 L-505 2 L-505 3 L-504 4 MORTAR OR GROUT JOINT. MORTAR OR GROUT JOINT. HOLD THE DOWELS BACK FROM THE EDGE OF THE PRECAST PANELS PER FABRICATOR AV FRONT-OF-HOUSE I/O PLATE HOUSING1'-8" 1'-2" 1'-2" 2'-4" 1'-2" 1'-2" 2'-0" 1'-4" PRECAST MODULE, SEE "PM - 1", 1/L-506 PRECAST MODULE, SEE "PM - 2", 1/L-506 PRECAST MODULE, SEE "PM - 3", 1/L-506 SUPPORT FOOTING SINGLE-END FOOTING 4'-0" 4'-8" 4'-6" SS ARMREST, SEE L-504 "SM-2", 1/L506 3 4" 4" FINISH GRADE 1'-6" MAX 3/8" 5 1/2" 8" 3/8" SS FLAT BAR W/ 1/4" RECTANGULAR SS SPACERS @ ARMREST CONTINUOUS C.I.P CONCRETE FOOTER 1'-0 1/4" WOOD BENCH TOP MODULE FINISH GRADE AT PLAZA ANCHOR, TYP. 2" EMBED 1'-11" COMPACTED SUBGRADE, SEE SPECS. 2 L-501 UNIT PAVER 5"
29" MAX 24" MIN COVER
6"
FOOTING SS ARMREST, TYP. EPOXY 1/2" DIA SS ALL-THREAD RODS @ 18" OC MAX, 4" EMBED EACH WAY 4" 6"
1'-5 1/4" FINISH GRADE BEHIND WALL IN PLANTING, SCD 3,4,5 L-504 CONCRETE FOOTING 1'-6" TYP. WALL REINF, SCD PRECAST CONCRETE CENTER MODULE W/ #3 REBAR, SEE SPECS. 4" 8" ADJACENT CONTINUOUS C.I.P CONCRETE FOOTER 3/8"
6" WOOD BENCH TOP MODULE PRECAST CONCRETE END MODULE W/ #3 REBAR, SEE SPECS. C.I.P. CONCRETE CURB FINISH GRADE R 1/2" EXPANSION JOINT 5"
29" MAX FROM

TOP OF THE SOIL
IN BIORETENTION 24" MIN COVER
6"
FOOTING EPOXY 1/2" DIA SS ALL-THREAD RODS @ 18" OC MAX, 4" EMBED EACH WAY 1'-0 1/4" 4"
5 1/2" 6 1/4"
1'-5 1/4" FINISH GRADE BEHIND WALL IN PLANTING, SCD
1'-11" TYP. WALL REINF, SCD #4 TIE REBAR INTO ADJACENT WALL, SCD PRECAST CONCRETE BENCH 3"
CLR 3 1/2" COURTESY OUTLET HOUSING W/ WEATHERPROOF COVER, MIN 3" CLEAR FROM THE FACE OF THE BENCH, SED NOTES: 1. OUTLET TO COMPLY WITH NEC CODE 406.9 (B)(1). FINISH GRADE BEHIND WALL IN PLANTING, SCD ELECTRICAL CONDUIT, SED. ENSURE CONDUIT IS BELOW GRADE ON BACK SIDE OF WALL. TYP. WALL REINF, SCD #4 TIE REBAR INTO ADJACENT WALL, SCD LOCKABLE METAL HINGE DOOR FLUSH WITH BENCH FACE, SED 6" 10" 2"
CLR. AV FRONT-OF-HOUSE I/O PLATE HOUSING, SED PRECAST CONCRETE BENCH 5 L-504 3" MIN
CLR. NOTES: 1. ENSURE HINGE LOCATION ALLOWS FOR DOOR TO OPEN FULLY. L-505 The City of Good Living CI TY OF SAN CARLOS CA L I FOR N I A DOWNTOWN PLAN IMPLEMENTATION PHASE IA - HARRINGTON PARK CONSTRUCTION DOCUMENTATION CIVIL ENGINEER CSW|ST2 303 TWIN DOLPHIN DR., REDWOOD CITY, CA 94065 415.883.9850 ARCHITECT I ENGINEER WARE ASSOCIATES, INC. 440 GRAND AVE, STE 250 OAKLAND, CA 94610 510.992.9888 WARE-ARCHITECTS.COM ELECTRICAL ENGINEER AURUM CONSULTING ENGINEERS 404 W FRANKLIN ST, STE 100, MONTEREY, CA 93940 831.646.3336 WATER FEATURE FLUIDITY DESIGN 724 S SPRING ST #1401, LOS ANGELES, CA 90014 213.739.9291 IRRIGATION DESIGN RMA 2670 CAMINO DIABLO, WALNUT CREEK, CA 94597 925.939.3985 LIGHTING DESIGN HLB LIGHTING 785 MARKET ST, STE 800, SAN FRANCISCO, CA 94103 415.348.8273 AUDIOVISUAL SALTER 130 SUTTER ST, FLOOR 5, SAN FRANCISCO, CA 94104 415.397.0442 LANDSCAPE ARCHITECT WALLACE ROBERTS & TODD, INC 120 2ND ST, 3RD FLOOR SAN FRANCISCO, CA 94105 415.575.4722 WRTDESIGN.COM OWNER CITY OF SAN CARLOS 600 ELM STREET SAN CARLOS, CA 94070 650.802.4264 8976.01 - DOWNTOWN IMPLEMENTATION PHASE 1A - 700 LAUREL ST AND HARRINGTON PARK DATE: 10/30/25 DRAWN BY: CHECKED BY: Sheet Title: Sheet # REVISIONS DATE 12345 6 75% SUBMITTAL / BUILDING PERMIT 09/10/25 CANOPY/PAVILION STRUCTURAL ENGINEER STRUCTURECRAFT BUILDERS USA INC. 2225 N. 56TH STREET SEATTLE, WA 98103 100% SUBMITTAL / BID SET 10/30/25 LI FO R N I A O F C E S T A T 4251AK . S E MA J S T Y E L K I CSIGNATURE DATE R EG I ST E R E D LA N DS C A P E A RC H I T EC T E X P . 1 1 - 3 0 - 2 5 09-10-2025 SITE DETAILS - CUSTOM BENCHES JS AN/PM/MD SCALE: ELEVATION - BENCH 1 1/2" = 1'-0" SCALE: SUPPORT FOOTING 2 1" = 1'-0" SCALE: SINGLE END FOOTING 3 1" = 1'-0" SCALE: COURTESY OUTLET 4 1" = 1'-0" SCALE: AV PLATE HOUSING 5 1" = 1'-0" November 10, 2025 Packet Pg. 833
L-506 The City of Good Living CI TY OF SAN CARLOS CA L I FOR N I A DOWNTOWN PLAN IMPLEMENTATION PHASE IA - HARRINGTON PARK CONSTRUCTION DOCUMENTATION CIVIL ENGINEER CSW|ST2 303 TWIN DOLPHIN DR., REDWOOD CITY, CA 94065 415.883.9850 ARCHITECT I ENGINEER WARE ASSOCIATES, INC. 440 GRAND AVE, STE 250 OAKLAND, CA 94610 510.992.9888 WARE-ARCHITECTS.COM ELECTRICAL ENGINEER AURUM CONSULTING ENGINEERS 404 W FRANKLIN ST, STE 100, MONTEREY, CA 93940 831.646.3336 WATER FEATURE FLUIDITY DESIGN 724 S SPRING ST #1401, LOS ANGELES, CA 90014 213.739.9291 IRRIGATION DESIGN RMA 2670 CAMINO DIABLO, WALNUT CREEK, CA 94597 925.939.3985 LIGHTING DESIGN HLB LIGHTING 785 MARKET ST, STE 800, SAN FRANCISCO, CA 94103 415.348.8273 AUDIOVISUAL SALTER 130 SUTTER ST, FLOOR 5, SAN FRANCISCO, CA 94104 415.397.0442 LANDSCAPE ARCHITECT WALLACE ROBERTS & TODD, INC 120 2ND ST, 3RD FLOOR SAN FRANCISCO, CA 94105 415.575.4722 WRTDESIGN.COM OWNER CITY OF SAN CARLOS 600 ELM STREET SAN CARLOS, CA 94070 650.802.4264 8976.01 - DOWNTOWN IMPLEMENTATION PHASE 1A - 700 LAUREL ST AND HARRINGTON PARK DATE: 10/30/25 DRAWN BY: CHECKED BY: Sheet Title: Sheet # REVISIONS DATE 12345 6 75% SUBMITTAL / BUILDING PERMIT 09/10/25 CANOPY/PAVILION STRUCTURAL ENGINEER STRUCTURECRAFT BUILDERS USA INC. 2225 N. 56TH STREET SEATTLE, WA 98103 100% SUBMITTAL / BID SET 10/30/25 LI FO R N I A O F C E S T A T 4251AK . S E MA J S T Y E L K I CSIGNATURE DATE R EG I ST E R E D LA N DS C A P E A RC H I T EC T E X P . 1 1 - 3 0 - 2 5 09-10-2025 SITE DETAILS - CUSTOM BENCHES JS AN/PM/MD SCALE: CUSTOM BENCH PART NUMBERS 1 N/A November 10, 2025 Packet Pg. 834
1'-0" SQ. 4" 4', VERIFY IN FIELD
1" FRONT SECTION
1'-6"
MIN
EMBED
3"
CLR 4" 4" REINSTATED PARK SIGN COMPACTED SUBGRADE CONCRETE FOOTING FINISH GRADE 6" 9" MIN BIORETENTION AREA, SCD RETAINING CURB, SCD BIORETENTION WALL MIN
1'-6"
EMBED
3"
CLR
2'-0" BOTTOM OF SIGN NEW 4" SQ WOOD POST TO MATCH EXISTING 6" CLR 1"
2'-0" SIDE SECTION NEW 4" SQ WOOD POST TO MATCH EXISTING SITE DETAILS - EXISTING FURNISHING AN/PM/MD JS SCALE: REINSTATED PARK SIGN 1 1/2" = 1'-0" L-507 The City of Good Living CI TY OF SAN CARLOS CA L I FOR N I A DOWNTOWN PLAN IMPLEMENTATION PHASE IA - HARRINGTON PARK CONSTRUCTION DOCUMENTATION CIVIL ENGINEER CSW|ST2 303 TWIN DOLPHIN DR., REDWOOD CITY, CA 94065 415.883.9850 ARCHITECT I ENGINEER WARE ASSOCIATES, INC. 440 GRAND AVE, STE 250 OAKLAND, CA 94610 510.992.9888 WARE-ARCHITECTS.COM ELECTRICAL ENGINEER AURUM CONSULTING ENGINEERS 404 W FRANKLIN ST, STE 100, MONTEREY, CA 93940 831.646.3336 WATER FEATURE FLUIDITY DESIGN 724 S SPRING ST #1401, LOS ANGELES, CA 90014 213.739.9291 IRRIGATION DESIGN RMA 2670 CAMINO DIABLO, WALNUT CREEK, CA 94597 925.939.3985 LIGHTING DESIGN HLB LIGHTING 785 MARKET ST, STE 800, SAN FRANCISCO, CA 94103 415.348.8273 AUDIOVISUAL SALTER 130 SUTTER ST, FLOOR 5, SAN FRANCISCO, CA 94104 415.397.0442 LANDSCAPE ARCHITECT WALLACE ROBERTS & TODD, INC 120 2ND ST, 3RD FLOOR SAN FRANCISCO, CA 94105 415.575.4722 WRTDESIGN.COM OWNER CITY OF SAN CARLOS 600 ELM STREET SAN CARLOS, CA 94070 650.802.4264 8976.01 - DOWNTOWN IMPLEMENTATION PHASE 1A - 700 LAUREL ST AND HARRINGTON PARK DATE: 10/30/25 DRAWN BY: CHECKED BY: Sheet Title: Sheet # REVISIONS DATE 12345 6 75% SUBMITTAL / BUILDING PERMIT 09/10/25 CANOPY/PAVILION STRUCTURAL ENGINEER STRUCTURECRAFT BUILDERS USA INC. 2225 N. 56TH STREET SEATTLE, WA 98103 100% SUBMITTAL / BID SET 10/30/25 LI FO R N I A O F C E S T A T 4251AK . S E MA J S T Y E L K I CSIGNATURE DATE R EG I ST E R E D LA N DS C A P E A RC H I T EC T E X P . 1 1 - 3 0 - 2 5 09-10-2025 November 10, 2025 Packet Pg. 835
1'-6" 6"
8" FINISH GRADE AT PLANTING AREA PROCEDURE: 1. EXCAVATE AND REMOVE UNSUITABLE SOIL TO 2' DEPTH 2. RIP AND CROSS RIP SUBGRADE TO 8" DEPTH, LOOSEN ALL COMPACTED AREAS 3. MIX PLANTING SOIL AND LOOSENED SUBGRADE TO CREATE 1' TRANSITION ZONE 4. PLACE PLANTING SOIL OVER TRANSITION ZONE TO FINISH GRADE OF PLANTING AREA PLANTING SOIL INITIAL SUBGRADE ELEVATION UNDISTURBED SUBGRADE LOOSENED EXISTING SUBGRADE TRANSITION ZONE2'-0" 6" PLANT SPACING AS PER PLAN 3" MULCH INSTALLED BEFORE PLANTING PLANTING SOIL COMPACT SUBSOIL TO FORM 1" CROWN TO PREVENT SETTLING PLANTING SOIL MIX REMOVE CONTAINER COMPACT SUBGRADE SOIL TO FORM 1" CROWN TO PREVENT SETTLING 3" DEEP WOOD MULCH LAYER; KEEP 1" FROM BASE OF PLANT THROUGH MULCH NO SHREDDED BARK OR WOOD CHIPS TO LAY AGAINST COLLAR OF SHRUBS SET SHRUB AT SAME GRADE AS WAS SET IN NURSERY 3" MULCH SPADED BED EDGE PLANTING SOIL SCARIFY TOP AND SIDES OF HOLE COMPACT PLANTING MIX BENEATH ROOTBALL TO PREVENT SETTLING 4" RIM CONTINUOUS BASIN PLANTING SOIL SUBGRADE (3) LODGEPOLE PINE STAKES OUTSIDE OF ROOTBALL AREA DO NOT CUT LEADER REMOVE ANY DAMAGED, DISEASED OR BROKEN BRANCHES. USE PROPER PRUNING CUTS: NO HEADING OR STUBS 4" DEEP SAUCER OF PLANTING SOIL 3" MULCH. KEEP 6" AWAY FROM TRUNK LOOSEN ROOT MASS. PRUNE ANY CIRCLING ROOTS SCARIFY SIDES AND BOTTOM OF PIT 3 X ROOTBALL SIZE GALVANIZED SCREW ONE PAIR FLEXIBLE BLACK VINYL TREE TIES. ATTACH AT HIGHEST POINT WHERE TRUNK BENDS OR REQUIRES SUPPORT, AND NOT HIGHER. MAKE SURE ARBOR TIES ARE NOT TAUGHT TO ALLOW FOR WIND AND BETTER ROOT ESTABLISHMENT. PLAN VIEW STAKE, TYP. TREE TRUNK FLEXIBLE TIES, TYP. PLYWOOD 1X 4" ATTACHED TO WOOD STAKES FOR STABILITLY AND TREE PROTECTION GALVANIZED SCREW, TYP. TOP OF SET ROOTBALL 2" ABOVE ADJACENT GRADE COMPACT SOIL UNDER ROOTBALL TO PREVENT SETTLING SITE DETAILS - PLANTING JS SCALE: TYPICAL PLANTING BED - SECTION 1 1 1/2" = 1'-0" SCALE: GROUNDCOVER PLANTING - SECTION 2 1 1/2" = 1'-0" SCALE: PERENNIAL AND ORNAMENTAL GRASS PLANTING - SECTION 3 1 1/2" = 1'-0" SCALE: SHRUB PLANTING - SECTION 4 1" = 1'-0" SCALE: TREE PLANTING - SECTION 5 3/8" = 1'-0" OX/PM/MD L-601 The City of Good Living CI TY OF SAN CARLOS CA L I FOR N I A DOWNTOWN PLAN IMPLEMENTATION PHASE IA - HARRINGTON PARK CONSTRUCTION DOCUMENTATION CIVIL ENGINEER CSW|ST2 303 TWIN DOLPHIN DR., REDWOOD CITY, CA 94065 415.883.9850 ARCHITECT I ENGINEER WARE ASSOCIATES, INC. 440 GRAND AVE, STE 250 OAKLAND, CA 94610 510.992.9888 WARE-ARCHITECTS.COM ELECTRICAL ENGINEER AURUM CONSULTING ENGINEERS 404 W FRANKLIN ST, STE 100, MONTEREY, CA 93940 831.646.3336 WATER FEATURE FLUIDITY DESIGN 724 S SPRING ST #1401, LOS ANGELES, CA 90014 213.739.9291 IRRIGATION DESIGN RMA 2670 CAMINO DIABLO, WALNUT CREEK, CA 94597 925.939.3985 LIGHTING DESIGN HLB LIGHTING 785 MARKET ST, STE 800, SAN FRANCISCO, CA 94103 415.348.8273 AUDIOVISUAL SALTER 130 SUTTER ST, FLOOR 5, SAN FRANCISCO, CA 94104 415.397.0442 LANDSCAPE ARCHITECT WALLACE ROBERTS & TODD, INC 120 2ND ST, 3RD FLOOR SAN FRANCISCO, CA 94105 415.575.4722 WRTDESIGN.COM OWNER CITY OF SAN CARLOS 600 ELM STREET SAN CARLOS, CA 94070 650.802.4264 8976.01 - DOWNTOWN IMPLEMENTATION PHASE 1A - 700 LAUREL ST AND HARRINGTON PARK DATE: 10/30/25 DRAWN BY: CHECKED BY: Sheet Title: Sheet # REVISIONS DATE 12345 6 75% SUBMITTAL / BUILDING PERMIT 09/10/25 CANOPY/PAVILION STRUCTURAL ENGINEER STRUCTURECRAFT BUILDERS USA INC. 2225 N. 56TH STREET SEATTLE, WA 98103 100% SUBMITTAL / BID SET 10/30/25 LI FO R N I A O F C E S T A T 4251AK . S E MA J S T Y E L K I CSIGNATURE DATE R EG I ST E R E D LA N DS C A P E A RC H I T EC T E X P . 1 1 - 3 0 - 2 5 09-10-2025 November 10, 2025 Packet Pg. 836
LLJW The City of Good
Living CITY OF SAN CARLOS CAL I FORN I A DOWNTOWN PLAN IMPLEMENTATION PHASE IA - HARRINGTON PARK CONSTRUCTION DOCUMENTATION CIVIL ENGINEER CSW|ST2 504 REDWOOD BLVD, STE 310, NOVATO, CA 94947 415.883.9850 ARCHITECT | ENGINEER WARE ASSOCIATES, INC. 440 GRAND AVE, STE 250 OAKLAND, CA 94610 510.992.9888 WARE-ARCHITECTS.COM ELECTRICAL ENGINEER AURUM CONSULTING ENGINEERS 404 W FRANKLIN ST, STE 100, MONTEREY, CA 93940 831.646.3336 WATER FEATURE FLUIDITY DESIGN 724 S SPRING ST #1401, LOS ANGELES, CA 90014 213.739.9291 IRRIGATION DESIGN RMA 2670 CAMINO DIABLO, WALNUT CREEK, CA 94597 925.939.3985 LIGHTING DESIGN HLB LIGHTING 785 MARKET ST, STE 800, SAN FRANCISCO, CA 94103 415.348.8273 AUDIOVISUAL SALTER 130 SUTTER ST, FLOOR 5, SAN FRANCISCO, CA 94104 415.397.0442 LANDSCAPE ARCHITECT WALLACE ROBERTS & TODD, INC 120 2ND ST, 3RD FLOOR SAN FRANCISCO, CA 94105 415.575.4722 WRTDESIGN.COM OWNER CITY OF SAN CARLOS 600 ELM STREET SAN CARLOS, CA 94070 650.802.4264 8976.01 - DOWNTOWN IMPLEMENTATION PHASE 1A - 700 LAUREL ST AND HARRINGTON PARK DATE: 10/30/25 DRAWN BY: CHECKED BY: Sheet Title: Sheet # REVISIONS DATE 12345 6 75% SUBMITTAL / BUILDING PERMIT 09/10/25 CANOPY/PAVILION STRUCTURAL ENGINEER STRUCTURECRAFT BUILDERS USA INC. 2225 N. 56TH STREET SEATTLE, WA 98103 100% SUBMITTAL / BID SET 10/30/25 L I CENSED A RCH I T ECT JOHN QUINLAN WARENo. C 32436 STATE OF CAL IFORNIA Renewal Date ARCHITECTURAL GENERAL A0-000 Architectural Cover Sheet and General Notes A0-101 Site Key Plan A0-102 Site Egress and Accessible Path of Travel Plan RESTROOM & STORAGE STRUCTURE A2-001 Facilities Building Material Board A2-002 Facilities Building Rendered Views A2-003 Facilities Building Code Compliance A2-004 CA Green Building Standards A2-005 CA Green Building Standards A2-006 CA Green Building Standards A2-007 CA Green Building Standards A2-008 Restroom ADA Code Compliance A2-009 Restroom ADA Code Compliance A2-101 Facilities Building Floor Plan A2-102 Facilities Building Roof Plan A2-103 Facilities Building Reflected Ceiling Plan A2-201 Facilities Building Elevations A2-301 Facilities Building Building Sections A2-302 Facilities Building Wall Sections A2-401 Facilities Building Interior Elevations A2-402 Facilities Building Interior Elevations A2-403 Mechanical Room Interior Elevations A2-404 Storage Interior Elevations A2-801 Facilities Building Door and Window Schedules A2-802 Facilities Building Schedules A2-803 Facilities Building Foundation Waterproofing Schedule A2-901 Facilities Building Foundation and Waterproofing Details A2-902 Facilities Building Envelope and Typical Details A2-903 Facilities Building Details A2-904 Facilities Building Opening Details A2-905 Facilities Building Roof Details A2-906 Facilities Building Roof Details LIGHTING EL001 Site Lighting Plan MECHANICAL M0.1 General Symbols, Notes, and Abbreviations M0.2 Mechanical Schedules M2.0 Mechanical Plan M3.0 Mechanical Detail M4.0 Title 24 Forms M4.1 Title 24 Forms M4.2 Title 24 Forms PLUMBING P0.1 General Symbols, Notes, and Abbreviations P0.2 Plumbing Schedules P0.3 Plumbing Specifications P2.0 Plumbing Plan P2.1 Plumbing Roof Plan P3.0 Plumbing Details P3.1 Plumbing Details P4.0 Title 24 Forms DRAWING INDEX PROJECT DESCRIPTION Phase 1A includes a new 1300 SF City Facilities and Restroom Building located towards the northeast corner of Harrington Park. The building comprises two separate accessible restrooms (one equipped with a universal changing station), a fountain pump equipment room, and a storage room for Parks & Recreation equipment. Future renovations along the 700 Block of Laurel Street will include a 1032 SF timber pavilion and concrete stage to host public events. The pavilion and stage will be part of a future Phase 1B project. VICINITY MAP PROJECT IMAGE LAUREL ST. WALNUT ST. CHERRY ST. OLIVE ST. EL CAMINO REAL # (E) (N) @A.B. ABV. AC ACI ADDNL. AESS A.F.F. AISC AISI ALT ARCH ASTM AWSBF B.P. BLDG. BLKG. BLW. BM B.N. BOT. BTW. B.S. CBC C.C. CONST. JNT. CNTRL. JNT. C.J.P. CL CLR CLG CMU COL. CONC. CONN. CONT. C.P. CTSKd DIA or ØDb DBL. DET. D.F. D.G. D.J. D.S. DWG. D/WDXSEA E.F. E.F.P E.J. EMBED E.N. EOR EPSEQ E.S. E.W. ELEV. EXT F.D. F.F. F.G. FIN F.N. F.O.C. F.O.F. F.O.S. F.O.W. FDN. FLR. FRMG. F.S. FSNR. FTG. G.S.M. GA GALV. GB GLB H.P. HD HDG HGR HORZ. HSB HSS I.B.C. I.F. JST KIP KSI LBSLD LOC LLH LLV L.P. M.B. MANF. MAT'L MAX. MF. MIN. MISC. N.I.C. N/A NO, N.T.S. NWC O.C. O.F. O.H. O.M.F. P.C.C. PCF P.D.F. P.J. P.P. P.T. PL PLYWD. PSF PSI PTD. RBS R.C.P. R.D. RECM'D. REINF. REQD. R.O. S.A.D. SC S.C.D. SCHED S.A.F. S.E.D. S.F. S.I.D. S.L.A.D. SLRS S.M.D. S.M.S. S.O.G. S.P.D. S.S. S.S.D. S.S.P. S.T.S. S.W.S. S.W. SHT. SHTG SIM. SPECS. SQ. STIFF. STD. STL. S.W.F.D. S/W SYM. T&B T.B. T&G T.O.C. T.O.J. T.O.S. TOT T.O.W. TYP. U.B.C. U.O.N. V.I.F. VERT. W/ W.D. W.L. W/O W.P. W.P.M. WPS W.R.B. W.W.F. XXS - Size of Reinforcing Bar - Existing - New - At (Center To Center spacing) - Anchor Bolt - Above - Asphalt Concrete - American Concrete Institute - Additional - Architectural Exposed Structure Steel - Actual Finish Floor - American Institute of Steel Construction - American Iron and Steel Institute - Alternate - Architectural - American Society of Testing and Materials - American Welding Society - Boundary Fastener - Base Plate - Building - Blocking - Below - Beam - Boundary Nailing - Bottom - Between - Both Sides - California Building Code - Center-To-Center - Construction Joint - Control Joint - Complete Joint Penetration - Centerline - Clear - Ceiling - Concrete Masonry Unit - Column - Concrete - Connection - Continuous - Complete Penetration - Countersunk - Penny (Nail Size) - Diameter - Diameter Hooked Bar - Double - Detail - Douglas Fir - Decomposed Granite - Double Joist - Drag Strut - Drawing - Driveway - Double Extra Strong Steel Pipe - Each - Each Face - Equivalent Fluid Pressure - Expansion Joint - Embedment - Edge Nail - Engineer of Record - Expanded Polystyrene - Equal - Each Side - Each Way - Elevation - Exterior - Floor Drain - Finished Floor - Finished Grade - Finish - Field Nail - Face of Concrete - Face of Finish - Face of Stud or Structure - Face of Wall - Foundation - Floor - Framing - Far Side - Fastener - Footing - Galvanized Sheet Metal - Gauge - Galvanized - Grade Beam - Glue-Laminated Beam - High Point - Hold-Down - Hot Dipped Galvanized - Hanger - Horizontal - High Strength Bolt - Hollow Structural Section - International Building Code - Inside Face - Joist - Thousand Pounds - Kips per Square Inch - Pounds - Development Length - Location - Long Leg Horizontal - Long Leg Vertical - Low Point - Machine Bolt - Manufacturer - Material - Maximum - Moment Frame - Minimum - Miscellaneous - Not In Contract - Not Applicable - Number - Not To Scale - Normal Weight Concrete - On Center - Outside Face - Opposite Hand - Ordinary Moment Frame - Portland Cement Concrete - Pounds per Cubic Foot - Power Driven Fastener - Pour Joint - Partial Penetration - Pressure Treated - Plate - Plywood - Pounds per Square Foot - Pounds per Square Inch - Painted - Reduced Beam Section - Reflected Ceiling Plan - Roof Drain - Recommended - Reinforcement - Required - Rough Opening - See Architectural Drawings - Slip Critical Bolt - See Civil Drawings - Schedule - Self Adhered Flashing - See Electrical Drawings - Spread Footing - See Irrigation Drawings - See Landscape Arch. Drawings - Seismic Load Resisting System - See Mechanical Drawing - Sheet Metal Screw - Slab On Grade - See Plumbing Drawings - Stainless Steel - See Structural Drawing - Standard Steel Pipe - Self Taping Screw - Shear Wall Schedule - Shear Wall - Sheet - Sheathing - Similar - Specifications - Square - Stiffener - Standard - Steel - See Water Feature Drawings - Sidewalk - Symmetrical - Top And Bottom - Tie Beam - Tongue & Groove - Top of Concrete - Top of Joist - Top of Slab - Total - Top of Wall - Typical - Uniform Building Code - Unless Otherwise Noted - Verify In Field - Vertical - With - Wood - Water Level - Without - Work Point - Water Proofing Membrane - Welding Procedure Specification - Water Resistant Barrier - Welded Wire Fabric - Extra Strong Steel Pipe Detail number Sheet location A Partition Type Room name Room Number Room Area Interior elevation number Specific wall Sheet location Wall Elevation number Sheet location Building section number Sheet location 101 107A Window number (for window schedule) Door number (for door schedule) Reference Point Spot elevation 5 6 7 8 Revision number 19 Keyed note F.F. 3'-0" Full height wall section Sheet location Enlarged detail indicator Drawing number Sheet location LIVING 103 532 SF 2022 California Building Code Title 24, Part 2, Volumne 1 & 2 (CBC) 2022 California Electrical Code Title 24, Part 3 2022 California Mechanical Code Title 24, Part 4 (CMC) 2022 California Plumbing Code Title 24, Part 5 (CPC) 2022 California Energy Code Title 24, Part 6 2022 California Fire Code Title 24, Part 9 2022 California Green Building Standards Code Title 24, Part 11 2022 Building Efficiency Standards of California 2025 City of San Carlos Municipal Code WUI ZONE NO PHASE 1A BUILDING FACILITIES BUILDING (RESTROOM, FOUNTAIN MECHANICAL ROOM & STORAGE) FIRE SPRINKLERS NO STORIES / BUILDING HEIGHT 1 STORY / 11'-9" (14'-6" CANOPY HEIGHT) OCCUPANCY RESTROOM: U MECHANICAL: U STORAGE: U/S-2 OCCUPANT LOAD RESTROOM: 2 MECHANICAL: 1 STORAGE: 1 TYPE OF CONSTRUCTION TYPE V-B FIRE ALARM FIRE DISTRICT APPROVED INTEGRATED 2-ZONE FIRE ALARM SYSTEM (REMOTE COMMUNICATING FLOOR AREA: RESTROOMS: 214 SF MECHANICAL: 213 SF STORAGE: 252 SF (ENTRY CANOPY: 290 SF) BUILDING FOOTPRINT: 1300 SF DIRECTORY: OWNER CITY OF SAN CARLOS OWNER CONTACT GRACE LE, CITY ENGINEER [email protected] ARCHITECT WARE ASSOCIATES, INC. JOHN Q. WARE, AIA, PE 440 GRAND AVE., STE. 250 OAKLAND, CA 94610 TEL: 510:922.9888 [email protected] CONTRACTOR T.B.D. 1. Fire Alarm System 2. Fountain Mechanical Equipment Design For all Deferred Submittal items, the General Contractor is responsible for providing a complete design and securing the necessary permits, insuring systems are code compliant, fully operational and complete. Design documents for these permits will be submitted separately to the Building Department by respective Contractors following Architect's and General Contractor's review for compliance with architectural and structural design intent. Deferred Submittals shall be reviewed and approved by the Architect or Engineer of Record prior to being submitted for permit. A letter of approval or a stamp and signature indicating approval must be included with the application. (CBC Sect. 106.3.4.2) +0"-4" DEFERRED SUBMITTALS ABBREVIATIONS SYMBOLS PROJECT INFORMATION APPLICABLE CODES A0-000 ARCHITECTURAL COVER SHEET GENERAL NOTES 2022 California Building Code Title 24, Part 2, Volumne 1 & 2 (CBC) 2022 California Electrical Code Title 24, Part 3 2022 California Mechanical Code Title 24, Part 4 (CMC) 2022 California Plumbing Code Title 24, Part 5 (CPC) 2022 California Energy Code Title 24, Part 6 2022 California Fire Code Title 24, Part 9 2022 California Green Building Standards Code Title 24, Part 11 2022 Building Efficiency Standards of California November 10, 2025 Packet Pg. 837
R1 33 R1 H Y D LLJW The City of Good Living CI TY OF SAN CARLOS CA L I FOR N I A DOWNTOWN PLAN IMPLEMENTATION PHASE IA - HARRINGTON PARK CONSTRUCTION DOCUMENTATION CIVIL ENGINEER CSW|ST2 504 REDWOOD BLVD, STE 310, NOVATO, CA 94947 415.883.9850 ARCHITECT | ENGINEER WARE ASSOCIATES, INC. 440 GRAND AVE, STE 250 OAKLAND, CA 94610 510.992.9888 WARE-ARCHITECTS.COM ELECTRICAL ENGINEER AURUM CONSULTING ENGINEERS 404 W FRANKLIN ST, STE 100, MONTEREY, CA 93940 831.646.3336 WATER FEATURE FLUIDITY DESIGN 724 S SPRING ST #1401, LOS ANGELES, CA 90014 213.739.9291 IRRIGATION DESIGN RMA 2670 CAMINO DIABLO, WALNUT CREEK, CA 94597 925.939.3985 LIGHTING DESIGN HLB LIGHTING 785 MARKET ST, STE 800, SAN FRANCISCO, CA 94103 415.348.8273 AUDIOVISUAL SALTER 130 SUTTER ST, FLOOR 5, SAN FRANCISCO, CA 94104 415.397.0442 LANDSCAPE ARCHITECT WALLACE ROBERTS & TODD, INC 120 2ND ST, 3RD FLOOR SAN FRANCISCO, CA 94105 415.575.4722 WRTDESIGN.COM OWNER CITY OF SAN CARLOS 600 ELM STREET SAN CARLOS, CA 94070 650.802.4264 8976.01 - DOWNTOWN IMPLEMENTATION PHASE 1A - 700 LAUREL ST AND HARRINGTON PARK DATE: 10/30/25 DRAWN BY: CHECKED BY: Sheet Title: Sheet # REVISIONS DATE 12345 6 75% SUBMITTAL / BUILDING PERMIT 09/10/25 CANOPY/PAVILION STRUCTURAL ENGINEER STRUCTURECRAFT BUILDERS USA INC. 2225 N. 56TH STREET SEATTLE, WA 98103 100% SUBMITTAL / BID SET 10/30/25 L I CENSED A RCH I T ECT JOHN QUINLAN WARENo. C 32436 STATE OF CAL IFORNIA Renewal Date 1 0 4' 8' 16' LAUREL ST. HARRINGTON PARK RESTROOM & STORAGE STRUCTURE (PHASE 1A) PAVILION & STAGE (PHASE 1B, N.I.C. UNDER SEPARATE PERMIT, SHOWN FOR REFERENCE ONLY) A0-101 SITE KEY PLAN PHASE 1B N.I.C. (E) FIRE HYDRANT, S.C.D. (N) FIRE HYDRANT (PHASE 1B, N.I.C., UNDER SEPARATE PERMIT, SHOWN FOR REFERENCE ONLY), S.C.D. PHASE 1A 20'-0" CLR (E) ALLEY, S.C.D., V.I.F. 20'-0" MIN. CLR PHASE 1B, N.I.C., S.L.A.D., S.C.D. 24'-11" FSD TO CL OF ALLEY ~74'-5" (FSD FOR FACILITES BLDG AND FUTURE PHASE 1B PAVILION EACH >30'-0") 26'-6" FSD TO PROPERTY LINE FSD TO PROPERTY LINE: 0'-2" FSD TO PROPERTY LINE: 1'-0" A 1 F.O.C.

F.O.C. 1'-212" PROPERTY LINE PROPERTY LINE, S.C.D. TO WP, S.C.D.

PROPERTY LINE, S.C.D. 16'-612" PROPERTY LINE TO WP, S.C.D. WORK POINT AT GRIDLINES A AND 1 (SEE WORKPOINT LOCATION NOTE) WP WORKPOINT LOCATION WAS SET TO PROVIDE 4" MIN. DISTANCE BETWEEN THE EXISTING ADJACENT BUILDING AND THE FACILITIES BUILDING F.O.C. IN ORDER TO ACCOMMODATE SEISMIC DRIFT. THE CONTRACTOR SHALL VERIFY THAT THIS 4" MIN. DISTANCE WILL BE PROVIDED AND NOTIFY THE ARCHITECT AND ENGINEER OF ANY DISCREPANCIES PRIOR TO FINISHING CONSTRUCTION STAKING / BUILDING LAYOUT AND PRIOR TO BEGINNING CONSTRUCTION. WORKPOINT LOCATION NOTE:

November 10, 2025 Packet Pg. 838
R1 33 R1 1 2 3 4 LLJW The City of Good Living CI TY OF SAN CARLOS CA L I FOR N I A DOWNTOWN PLAN IMPLEMENTATION PHASE IA - HARRINGTON PARK CONSTRUCTION DOCUMENTATION CIVIL ENGINEER CSW|ST2 504 REDWOOD BLVD, STE 310, NOVATO, CA 94947 415.883.9850 ARCHITECT | ENGINEER WARE ASSOCIATES, INC. 440 GRAND AVE, STE 250 OAKLAND, CA 94610 510.992.9888 WARE-ARCHITECTS.COM ELECTRICAL ENGINEER AURUM CONSULTING ENGINEERS 404 W FRANKLIN ST, STE 100, MONTEREY, CA 93940 831.646.3336 WATER FEATURE FLUIDITY DESIGN 724 S SPRING ST #1401, LOS ANGELES, CA 90014 213.739.9291 IRRIGATION DESIGN RMA 2670 CAMINO DIABLO, WALNUT CREEK, CA 94597 925.939.3985 LIGHTING DESIGN HLB LIGHTING 785 MARKET ST, STE 800, SAN FRANCISCO, CA 94103 415.348.8273 AUDIOVISUAL SALTER 130 SUTTER ST, FLOOR 5, SAN FRANCISCO, CA 94104 415.397.0442 LANDSCAPE ARCHITECT WALLACE ROBERTS & TODD, INC 120 2ND ST, 3RD FLOOR SAN FRANCISCO, CA 94105 415.575.4722 WRTDESIGN.COM OWNER CITY OF SAN CARLOS 600 ELM STREET SAN CARLOS, CA 94070 650.802.4264 8976.01 - DOWNTOWN IMPLEMENTATION PHASE 1A - 700 LAUREL ST AND HARRINGTON PARK DATE: 10/30/25 DRAWN BY: CHECKED BY: Sheet Title: Sheet # REVISIONS DATE 12345 6 75% SUBMITTAL / BUILDING PERMIT 09/10/25 CANOPY/PAVILION STRUCTURAL ENGINEER STRUCTURECRAFT BUILDERS USA INC. 2225 N. 56TH STREET SEATTLE, WA 98103 100% SUBMITTAL / BID SET 10/30/25 L I CENSED A RCH I T ECT JOHN QUINLAN WARENo. C 32436 STATE OF CAL IFORNIA Renewal Date 1 0 4' 8' 16' LAUREL ST. (PEDESTRIAN) HARRINGTON PARK RESTROOM & STORAGE STRUCTURE (PHASE 1A) PAVILION & STAGE (PHASE 1B, N.I.C. UNDER SEPARATE PERMIT, SHOWN FOR REFERENCE ONLY) A0-102 SITE EGRESS & ACCESSIBLE PATH OF TRAVEL PLAN 33" CLR 1 PERSON 22'-7"21'-3" 16'-3" 14'-11" 33" CLR 1 PERSON 33" CLR 1 PERSON ACCESSIBILITY NOTES: 1. ACCESSIBLE ROUTE TO BE 5% MAXIMUM RUNNING SLOPE WITH 2% MAXIMUM CROSS SLOPE PER CBC 11B-403.3. 2. ACCESSIBLE ROUTE TO BE NOT LESS THAN 48 INCHES WIDE PER CBC 11B-403.5.1. 3. CHANGES IN ELEVATION ON ACCESSIBLE ROUTE TO COMPLY WITH CBC 11B-303 PER CBC 11B-403.4. 4. DETECTABLE WARNINGS TO BE PROVIDED WHERE THE ACCESSIBLE ROUTE CROSSES OR ADJOINS THE VEHICULAR PATH OF TRAVEL PER CBC 11B-250 EXCEPTION 4. ACCESSIBLE ROUTE / EGRESS ROUTE (E) ALLEY49", S.L.A.D. DETECTABLE WARNING SURFACE, S.C.D., S.L.A.D. ACCESSIBLE CURB RAMP, S.C.D., S.L.A.D. STAIRS DOWN, 3 T @ 11" 4 R @ 7" MAX. LEGEND: EGRESS ROUTE ONLY (EQUIPMENT MAINTENANCE SPACE) 120" CLR 1 PERSON November 10, 2025 Packet Pg. 839
LLJW The City of Good Living CI TY OF SAN CARLOS CA L I FOR N I A DOWNTOWN PLAN IMPLEMENTATION PHASE IA - HARRINGTON PARK CONSTRUCTION DOCUMENTATION CIVIL ENGINEER CSW|ST2 504 REDWOOD BLVD, STE 310, NOVATO, CA 94947 415.883.9850 ARCHITECT | ENGINEER WARE ASSOCIATES, INC. 440 GRAND AVE, STE 250 OAKLAND, CA 94610 510.992.9888 WARE-ARCHITECTS.COM ELECTRICAL ENGINEER AURUM CONSULTING ENGINEERS 404 W FRANKLIN ST, STE 100, MONTEREY, CA 93940 831.646.3336 WATER FEATURE FLUIDITY DESIGN 724 S SPRING ST #1401, LOS ANGELES, CA 90014 213.739.9291 IRRIGATION DESIGN RMA 2670 CAMINO DIABLO, WALNUT CREEK, CA 94597 925.939.3985 LIGHTING DESIGN HLB LIGHTING 785 MARKET ST, STE 800, SAN FRANCISCO, CA 94103 415.348.8273 AUDIOVISUAL SALTER 130 SUTTER ST, FLOOR 5, SAN FRANCISCO, CA 94104 415.397.0442 LANDSCAPE ARCHITECT WALLACE ROBERTS & TODD, INC 120 2ND ST, 3RD FLOOR SAN FRANCISCO, CA 94105 415.575.4722 WRTDESIGN.COM OWNER CITY OF SAN CARLOS 600 ELM STREET SAN CARLOS, CA 94070 650.802.4264 8976.01 - DOWNTOWN IMPLEMENTATION PHASE 1A - 700 LAUREL ST AND HARRINGTON PARK DATE: 10/30/25 DRAWN BY: CHECKED BY: Sheet Title: Sheet # REVISIONS DATE 12345 6 75% SUBMITTAL / BUILDING PERMIT 09/10/25 CANOPY/PAVILION STRUCTURAL ENGINEER STRUCTURECRAFT BUILDERS USA INC. 2225 N. 56TH STREET SEATTLE, WA 98103 100% SUBMITTAL / BID SET 10/30/25 L I CENSED A RCH I T ECT JOHN QUINLAN WARENo. C 32436 STATE OF CAL IFORNIA Renewal Date 1 STAINLESS STEEL FIXTURES ALASKAN YELLOW CEDAR STAINLESS STEEL, #4 FINISH COLUMNS STANDING SEAM METAL ROOF PANELS, SEAMS 16" O.C., CLASS A ASSEMBLY COOL SLATE GRAY NOT TO SCALE DOUGLAS FIR CLT ROOF PANEL EXTERIOR ACCENT TILE, SEE SPEC. BODY MATCH PORECLAIN (MANUFACTURED) TILE RESTROOM INTERIOR TILE, SEE SPEC. EMSER MILESTONE, MOON A2-001 FACILITIES BUILDING MATERIAL BOARD November 10, 2025 Packet Pg. 840
LLJW The City of Good Living CI TY OF SAN CARLOS CA L I FOR N I A DOWNTOWN PLAN IMPLEMENTATION PHASE IA - HARRINGTON PARK CONSTRUCTION DOCUMENTATION CIVIL ENGINEER CSW|ST2 504 REDWOOD BLVD, STE 310, NOVATO, CA 94947 415.883.9850 ARCHITECT | ENGINEER WARE ASSOCIATES, INC. 440 GRAND AVE, STE 250 OAKLAND, CA 94610 510.992.9888 WARE-ARCHITECTS.COM ELECTRICAL ENGINEER AURUM CONSULTING ENGINEERS 404 W FRANKLIN ST, STE 100, MONTEREY, CA 93940 831.646.3336 WATER FEATURE FLUIDITY DESIGN 724 S SPRING ST #1401, LOS ANGELES, CA 90014 213.739.9291 IRRIGATION DESIGN RMA 2670 CAMINO DIABLO, WALNUT CREEK, CA 94597 925.939.3985 LIGHTING DESIGN HLB LIGHTING 785 MARKET ST, STE 800, SAN FRANCISCO, CA 94103 415.348.8273 AUDIOVISUAL SALTER 130 SUTTER ST, FLOOR 5, SAN FRANCISCO, CA 94104 415.397.0442 LANDSCAPE ARCHITECT WALLACE ROBERTS & TODD, INC 120 2ND ST, 3RD FLOOR SAN FRANCISCO, CA 94105 415.575.4722 WRTDESIGN.COM OWNER CITY OF SAN CARLOS 600 ELM STREET SAN CARLOS, CA 94070 650.802.4264 8976.01 - DOWNTOWN IMPLEMENTATION PHASE 1A - 700 LAUREL ST AND HARRINGTON PARK DATE: 10/30/25 DRAWN BY: CHECKED BY: Sheet Title: Sheet # REVISIONS DATE 12345 6 75% SUBMITTAL / BUILDING PERMIT 09/10/25 CANOPY/PAVILION STRUCTURAL ENGINEER STRUCTURECRAFT BUILDERS USA INC. 2225 N. 56TH STREET SEATTLE, WA 98103 100% SUBMITTAL / BID SET 10/30/25 L I CENSED A RCH I T ECT JOHN QUINLAN WARENo. C 32436 STATE OF CAL IFORNIA Renewal Date 3 NOT TO SCALE 2 NOT TO SCALE 4 NOT TO SCALE 1 NOT TO SCALE A2-002 FACILITIES BUILDING RENDERINGS November 10, 2025 Packet Pg. 841
LLJW The City of Good Living CI TY OF SAN CARLOS CA L I FOR N I A DOWNTOWN PLAN IMPLEMENTATION PHASE IA - HARRINGTON PARK CONSTRUCTION DOCUMENTATION CIVIL ENGINEER CSW|ST2 504 REDWOOD BLVD, STE 310, NOVATO, CA 94947 415.883.9850 ARCHITECT | ENGINEER WARE ASSOCIATES, INC. 440 GRAND AVE, STE 250 OAKLAND, CA 94610 510.992.9888 WARE-ARCHITECTS.COM ELECTRICAL ENGINEER AURUM CONSULTING ENGINEERS 404 W FRANKLIN ST, STE 100, MONTEREY, CA 93940 831.646.3336 WATER FEATURE FLUIDITY DESIGN 724 S SPRING ST #1401, LOS ANGELES, CA 90014 213.739.9291 IRRIGATION DESIGN RMA 2670 CAMINO DIABLO, WALNUT CREEK, CA 94597 925.939.3985 LIGHTING DESIGN HLB LIGHTING 785 MARKET ST, STE 800, SAN FRANCISCO, CA 94103 415.348.8273 AUDIOVISUAL SALTER 130 SUTTER ST, FLOOR 5, SAN FRANCISCO, CA 94104 415.397.0442 LANDSCAPE ARCHITECT WALLACE ROBERTS & TODD, INC 120 2ND ST, 3RD FLOOR SAN FRANCISCO, CA 94105 415.575.4722 WRTDESIGN.COM OWNER CITY OF SAN CARLOS 600 ELM STREET SAN CARLOS, CA 94070 650.802.4264 8976.01 - DOWNTOWN IMPLEMENTATION PHASE 1A - 700 LAUREL ST AND HARRINGTON PARK DATE: 10/30/25 DRAWN BY: CHECKED BY: Sheet Title: Sheet # REVISIONS DATE 12345 6 75% SUBMITTAL / BUILDING PERMIT 09/10/25 CANOPY/PAVILION STRUCTURAL ENGINEER STRUCTURECRAFT BUILDERS USA INC. 2225 N. 56TH STREET SEATTLE, WA 98103 100% SUBMITTAL / BID SET 10/30/25 L I CENSED A RCH I T ECT JOHN QUINLAN WARENo. C 32436 STATE OF CAL IFORNIA Renewal Date A2-003 FACILITIES BUILDING CODE COMPLIANCE CODE SUMMARY - 2022 CALIFORNIA PLUMBING CODE (CPC) SUMMARY OF THE PRIMARY BUILDING CODE ISSUES RELATED TO THE FACILITIES BUILDING. CODE SECTION REFERENCES ONLY, REFER TO CODE FOR COMPLETE INFO. OCCUPANCY FACILITIES BUILDING PRIMARY - GROUP U CBC 312.1 SECONDARY - GROUP S-1 CBC 311.2 SECONDARY - MECHANICAL CONSTRUCTION TYPE TYPE V-B CBC 602.5 PROJECTIONS CBC TABLE 705.2 ROOF EDGE FIRE SEPARATION MIN DISTANCE FROM LINE DISTANCE (FSD) (FT-IN) USED TO DETERMINE FSD EAST (GL A) 24'-11" 40" WEST (GL D) > 30'-0" 40" COVERED ENTRY COL.S (GL E) > 30'-0" 40" NORTH (GL 1) 0'-2" to 1'-0" NOT PERMITTED SOUTH (GL 2) 27'-7" 40" COVERED ENTRY COL. (GL 1.5) 10'-1" 40" PROJECTION PROTECTION NOT REQUIRED PER CBC 705.2.3 IF PROJECTIONS DO NOT EXTEND TO WITHIN 5 FEET OF THE LINE USED TO DETERMINE THE FIRE SEPARATION DISTANCE. BUILDING SEPARATION CBC TABLE 705.5 WALL FIRE SEPARATION FIRE-RESISTANCE DISTANCE (FSD) (FT-IN) RATING REQUIREMENTS (HR) EAST (GL A) 24'-11" 0 WEST (GL D) > 30'-0" 0 COVERED ENTRY COL.S (GL E) > 30'-0" 0 NORTH (GL 1) 0'-2" to 1'-0" 1 SOUTH (GL 2) 27'-7" 0 COVERED ENTRY COL. (GL 1.5) 10'-1" 0 EXTERIOR OPENINGS CBC TABLE 705.8, CBC 705.8.1 DEGREE OF FIRE SEPARATION OPENING ALLOWABLE WALL DISTANCE (FSD) (FT-IN) PROTECTION AREA (SF) EAST (GL A) 24'-11" UP, NS NO LIMIT* WEST (GL D) > 30'-0" UP, NS NO LIMIT COVERED ENTRY COL.S (GL E) > 30'-0" UP, NS NO LIMIT NORTH (GL 1) 0'-2" to 1'-0" UP, NS NOT PERMITTED SOUTH (GL 2) 27'-7" UP, NS NO LIMIT* COVERED ENTRY COL. (GL 1.5) 10'-1" UP, NS NO LIMIT* *UNLIMITED UNPROTECTED OPENINGS PERMITTED DUE EXTERIOR WALL FIRE-RESISTANCE RATING REQUIREMENT OF 0 HRS PER CBC 705.8.1 EXCEPTION 2. PARAPETS CBC 705.12 WALL PARAPET REQUIREMENT EAST (GL A) NONE (EXCEPTION 1: NO FIRE RESISTANCE RATING REQ.) WEST (GL D) NONE (EXCEPTION 1: NO FIRE RESISTANCE RATING REQ.) COVERED ENTRY COL.S (GL E) NONE (EXCEPTION 1: NO FIRE RESISTANCE RATING REQ.) NORTH (GL 1) NONE (EXCEPTION 4: ROOF/CEILING FRAMING ELEMENTS NOT PARALLEL TO WALL ARE 1-HR FIRE-RESISTANCE-RATED CONSTRUCTION FOR THE ENTIRE SPAN, ROOF/CEILING FRAMING ELEMENTS PARALLEL TO THE WALLS ARE 1-HR FIRE-RESISTANCE-RATED CONSTRUCTION FOR A WIDTH OF 4 FT FOR GROUPS R AND U, MEASURED FROM THE INTERIOR SIDE OF THE WALL, OPENINGS IN THE ROOF NOT LOCATED WITHIN 5 FT OF THE RATED EXTERIOR WALL FOR GROUP U OCCUPANCY, AND ENTIRE BUILDING PROVIDED WITH NOT LESS THAN CLASS B ROOF COVERING. SOUTH (GL 2) NONE (EXCEPTION 1: NO FIRE RESISTANCE RATING REQ.) COVERED ENTRY COL. (GL 1.5) NONE (EXCEPTION 1: NO FIRE RESISTANCE RATING REQ.) FIRE SPRINKLER SYSTEM NOT SPRINKLERED NOT REQ'D PER CBC 903.2.1.3 FIRE & SMOKE ALARM SYSTEMS RESTROOM: AUTOMATIC FIRE ALARMS NOT REQ'D FOR OCCUPANCY CBC 907.2.2, CBC 907.2.10 MANUAL FIRE ALARM PULL BOXES 1 REQ'D. CBC 907.1 NO SMOKE ALARM SYSTEM REQ'D. CBC 907.2.2, CBC 907.2.10 VISIBLE & AUDIBLE ALARMS REQ'D. CBC 907.5 BUILDING HEIGHT & AREA BUILDING STORIES HEIGHT (FT.) AREA (SF) FACILITIES BLDG 1 11'-9" 1010 SF ENTRY CANOPY 1 14'-6" 290 SF TOTAL FACILITIES BUILDING AREA 1300 SF ALLOWED BUILDING HEIGHT CBC TABLE 504.3 AREA PER OCCUPANCY STORIES HEIGHT (FT.) B,F,M,S,U 1 40'-0" OCCUPANT LOAD CBC TABLE 1004.5 (SF) OCCUPANT ROOM AREA (SF) AREA/OCCUPANT LOAD RESTROOM - 214 (2 TOILET ROOMS) 2 MECHANICAL ROOM - 213 300 GROSS 1 STORAGE - 252 300 GROSS 1 TOTAL FACILITIES BUILDING OCCUPANTS 4 EGRESS WIDTH: CBC 1005.3.2 TOILET ROOM EXITS 32" CLR REQ. MECHANICAL ROOM EXITS 32" CLR REQ. STORAGE ROOM EXITS 32" CLR REQ. PANIC HARDWARE: CBC 1010.2.9 NOT REQUIRED EXIT ACCESS TRAVEL DISTANCE 300' MAX. ALLOWED (S-2, U) (W/OUT SPRINKLER SYSTEM) CBC TABLE 1017.2 COMMON PATH OF EGRESS TRAVEL 100' MAX. ALLOWED (W SPRINKLER SYSTEM) CBC TABLE 1006.2.1 MINIMUM NUMBER OF EXITS 1 EXIT REQ'D. AT EACH ROOM CBC 1006.3.4 SEPARATION OF EXITS NOT REQ'D CBC 1007.1.1 EXIT SIGNS NOT REQ'D CBC 1013.1 FACILITIES BUILDING CODE SUMMARY - 2022 CALIFORNIA BUILDING CODE (CBC) PLUMBING FIXTURE CALCULATIONS: OCCUPANT LOAD CBC TABLE 1004.5 OCCUPANT LOAD FACTOR BUILDING & OCCUPANCY AREA (SF) FACTOR OCCUPANTS FACILITIES BUILDING (STORAGE/MECH) 477 300 GROSS 2 FUTURE PAVILION STAGE 400 15 NET 27 (TYP. PERFORMANCE AREA) FUTURE SMALL AUDIENCE (UNCONCENTRATED) 300 15 NET 20 TOTAL OCCUPANTS: 49 MINIMUM PLUMBING FIXTURES: FOR GROUP A-3 OCCUPANCY: PUBLIC BUILDINGS & ASSEMBLY PLACES FOR PUBLIC USE CPC TABLE 422-1 REQUIRED: PROVIDED: WOMEN (<25 USERS) 1 WC + 1 LAV - MEN (<25 USERS) 1 WC + 1 URINAL* + 1 LAV - UNISEX 2 WC + 1 URINAL* + 4 LAV (2 SINGLE USER TOILET ROOMS) DRINKING FOUNTAIN (<250 USERS) 1 DF 1 DF SERVICE SINK 1 SS 1 SS *PER CPC 422.1 EXCEPTION 3: THE REQUIRED URINAL (a) MAY BE PERMITTED TO BE OMITTED OR (b) IF INSTALLED, THE URINAL SHALL NOT REQUIRE A SECOND WATER CLOSET TO BE PROVIDED FOR THE FEMALE. BOTH TOILET ROOMS ARE UNISEX, SINGLE USER TOILET ROOMS. A URINAL IS PROVIDED IN ONE SINGLE USER TOILET ROOM IN ADDITION TO THE WC. CLEAR SIGNAGE ALERTS USERS TO THE FIXTURES AND CHANGING FACILITIES PROVIDED IN EACH TOILET ROOM. (2) SINGLE USER, UNISEX TOILET ROOMS PROVIDED ARE ESTIMATED TO ACCOMMODATE 90 USERS/HOUR. FOR SPECIAL EVENTS THAT EXCEED THE CAPACITY OF THE PROVIDED PLUMBING FACILITIES, ORGANIZERS MUST PROVIDE PORTABLE TOILETS AS REQUIRED. CODE SUMMARY - 2022 CALIFORNIA FIRE CODE (CFC) FIRE FLOW REQUIREMENTS CFC TABLE B105.2, TABLE B105.1(2) CITY OF SAN CARLOS MUNICIPAL CODE SECTION 15.04.110.F.4.c BUILDING AND CONSTRUCTION TYPE FIRE AREA (SF) SPRINKLERS MIN FIRE FLOW (GPM) FLOW DURATION (HRS) FACILITIES BUILDING (VB) 1300 N 1,500 2 RESIDUAL PRESSURE REQUIRED: 20 PSI FOR WATER MAIN VERIFICATION, HYDRANT LOCATIONS AND FLOW RATES, S.C.D. PRESSURE AND FLOW AT (E) HYDRANT AT HARRINGTON PARK ADJACENT TO ALLEY PER CAL WATER: STATIC PRESSURE: 68 PSI OBSERVED FLOW: 2,718 GPM RESIDUAL PRESSURE: 58 PSI AS AMENDED BY THE CITY OF SAN CARLOS MUNICIPAL CODE November 10, 2025 Packet Pg. 842
LLJW The City of Good Living CI TY OF SAN CARLOS CA L I FOR N I A DOWNTOWN PLAN IMPLEMENTATION PHASE IA - HARRINGTON PARK CONSTRUCTION DOCUMENTATION CIVIL ENGINEER CSW|ST2 504 REDWOOD BLVD, STE 310, NOVATO, CA 94947 415.883.9850 ARCHITECT | ENGINEER WARE ASSOCIATES, INC. 440 GRAND AVE, STE 250 OAKLAND, CA 94610 510.992.9888 WARE-ARCHITECTS.COM ELECTRICAL ENGINEER AURUM CONSULTING ENGINEERS 404 W FRANKLIN ST, STE 100, MONTEREY, CA 93940 831.646.3336 WATER FEATURE FLUIDITY DESIGN 724 S SPRING ST #1401, LOS ANGELES, CA 90014 213.739.9291 IRRIGATION DESIGN RMA 2670 CAMINO DIABLO, WALNUT CREEK, CA 94597 925.939.3985 LIGHTING DESIGN HLB LIGHTING 785 MARKET ST, STE 800, SAN FRANCISCO, CA 94103 415.348.8273 AUDIOVISUAL SALTER 130 SUTTER ST, FLOOR 5, SAN FRANCISCO, CA 94104 415.397.0442 LANDSCAPE ARCHITECT WALLACE ROBERTS & TODD, INC 120 2ND ST, 3RD FLOOR SAN FRANCISCO, CA 94105 415.575.4722 WRTDESIGN.COM OWNER CITY OF SAN CARLOS 600 ELM STREET SAN CARLOS, CA 94070 650.802.4264 8976.01 - DOWNTOWN IMPLEMENTATION PHASE 1A - 700 LAUREL ST AND HARRINGTON PARK DATE: 10/30/25 DRAWN BY: CHECKED BY: Sheet Title: Sheet # REVISIONS DATE 12345 6 75% SUBMITTAL / BUILDING PERMIT 09/10/25 CANOPY/PAVILION STRUCTURAL ENGINEER STRUCTURECRAFT BUILDERS USA INC. 2225 N. 56TH STREET SEATTLE, WA 98103 100% SUBMITTAL / BID SET 10/30/25 L I CENSED A RCH I T ECT JOHN QUINLAN WARENo. C 32436 STATE OF CAL IFORNIA Renewal Date A2-004 X CHAPTER 5 NONRESIDENTIAL MANDATORY MEASURES SECTION 5.101 GENERAL 5.101.1 SCOPE The provisions of this chapter outline planning, design and development methods that include environmentally responsible site selection, building design, building siting and development to protect, restore and enhance the environmental quality of the site and respect the integrity of adjacent properties. DIVISION 5.1 PLANNING AND DESIGN 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE NONRESIDENTIAL MANDATORY MEASURES, SHEET 1 (July 2024 Supplement) Y SECTION 5.102 DEFINITIONS 5.102.1 DEFINITIONS The following terms are defined in Chapter 2 (and are included here for reference) CUTOFF LUMINAIRES. Luminaires whose light distribution is such that the candela per 1000 lamp lumens does not numerically exceed 25 (2.5 percent) at an angle of 90 degrees above nadir, and 100 (10 percent) at a vertical angle of 80 degrees above nadir. This applies to all lateral angles around the luminaire. ELECTRIC VEHICLE (EV). [BSC-CG, HCD] An automotive-type vehicle for on-road use, such as passenger automobiles, buses, trucks, vans, neighborhood electric vehicles, electric motorcycles and the like, primarily powered by an electric motor that draws current from a rechargeable storage battery, fuel cell, photovoltaic array or other source of electric current. Plug-in hybrid electric vehicles (PHEV) are considered electric vehicles. For purposes of the California Electrical Code, off-road, self-propelled electric vehicles, such as industrial trucks, hoists, lifts, transports, golf carts, airline ground support equipment, tractors, boats and the like, are not included. ELECTRIC VEHICLE (EV) CAPABLE SPACE. [BSC-CG, DSA-SS and HCD] A vehicle space with electrical panel space and load capacity to support a branch circuit and necessary raceways, both underground and/or surface mounted, to support EV charging. ELECTRIC VEHICLE (EV) CHARGER. [BSC-CG, HCD] Off-board charging equipment used to charge an electric vehicle. ELECTRIC VEHICLE CHARGING SPACE (EV SPACE). [HCD] A space intended for future installation of EV charging equipment and charging of electric vehicles. ELECTRIC VEHICLE CHARGING STATION (EVCS). [BSC-CG, DSA-SS, HCD] One or more electric vehicle charging spaces served by EVSE or receptacle(s). ELECTRIC VEHICLE (EV) READY SPACE. [HCD] A vehicle space which is provided with a branch circuit; any necessary raceways, both underground and/or surface mounted; to accommodate EV charging, terminating in a receptacle or a charger. ELECTRIC VEHICLE SUPPLY EQUIPMENT (EVSE).[BSC-CG, DSA-SS and HCD] The conductors, including the ungrounded, grounded and equipment grounding conductors and the electric vehicle connectors, attachment plugs, personnel protection system, and all other fittings, devices, power outlets or apparatus installed specifically for the purpose of transferring energy between the premises wiring and the electric vehicle. SECTION 5.105 DECONSTRUCTION AND REUSE OF EXISTING STRUCTURES 5.105.1 Scope. [BSC-CG] Effective July 1, 2024, alteration(s) to existing building(s) where the combined altered floor area is 100,000 square feet or greater shall comply with either Section 5.105.2, 5.409.2, or 5.409.3. Addition(s) to existing building(s) where the total floor area combined with the existing building(s) is 100,000 square feet or greater shall comply with either Section 5.105.2, Section 5.409.2, or Section 5.409.3. Effective January 1, 2026, the combined floor area shall be 50,000 square feet or greater. [DSA-SS] Alteration(s) to existing building(s) where the combined altered floor area is 50,000 square feet or greater shall comply with either Section 5.105.2, 5.409.2, or 5.409.3. Addition(s) to existing building(s) where the total floor area combined with the existing building(s) is 50,000 square feet or greater shall comply with either Section 5.105.2, Section 5.409.2, or Section 5.409.3. Exception [BSC-CG, DSA-SS]: Combined addition(s) to existing building(s) of two times the area or more of the existing building(s) is not eligible to meet compliance with Section 5.105.2. 5.105.2 Reuse of existing building. An alteration or addition to an existing building shall maintain at a minimum 45 percent combined of the existing building’s primary structural elements (foundations; columns, beams, walls, and floors; and lateral elements) and existing building enclosure (roof framing, wall framing and exterior finishes). Window assemblies, insulation, portions of buildings deemed structurally unsound or hazardous, and hazardous materials that are remediated as part of the project shall not be included in the calculation. 5.105.2.1 Verification of compliance. Documentation shall be provided in the construction documents to demonstrate compliance with Section 5.105.2. Note: Sample Worksheet WS-3 in Chapter 8 may be used to assist in documenting compliance with this section. 5.105.3 Deconstruction (Reserved). 5.106.5.6 Electric vehicle (EV) charging at public schools and community colleges. [DSA-SS] Electric vehicle infrastructure and electric vehicle charging stations shall comply with Section 5.106.5.6 and shall be provided in accordance with regulations in the California Building Code and the California Electrical Code. Exceptions: 1. On a case-by-case basis where compliance with this section has been demonstrated to be not feasible based upon one of the following conditions,and with concurrence by the Division of the State Architect (DSA), compliance with Section 5.106.5.6 shall not be required. a. Where there is no local utility power supply. b. Where the local utility is unable to supply adequate power. c. The installation of EVCS is impracticable. 2. Parking spaces accessible only by automated mechanical car parking systems are not required to comply with Section 5.106.5.6. 5.106.5.6.1 EV capable spaces. EV capable spaces shall be provided in accordance with Table 5.106.5.6.1 and the following requirements: 1. Raceways complying with the California Electrical Code and no less than 1-inch (25 mm) diameter shall be provided and shall originate at a service panel or a subpanel(s) serving the area and shall terminate in close proximity to the proposed location of the EV capable space and into a suitable listed cabinet, box, enclosure or equivalent. A common raceway may be used to serve multiple EV capable spaces. 2. A service panel or subpanel(s) shall be provided with panel space and electrical load capacity for a dedicated 208/240 volt, 40-ampere minimum branch circuit for each EV capable space, with delivery of 30-ampere minimum to an installed EVSE at each EVCS. 3. The electrical system and any on-site distribution transformers shall have sufficient capacity to supply full rated amperage at each EV capable space. 4. The service panel or subpanel circuit directory shall identify the reserved overcurrent protective device space(s) as “EV CAPABLE.” The raceway termination location shall be permanently and visibly marked as “EV CAPABLE.” 1. Calculation for spaces shall be rounded up to the nearest whole number. 2. Each EVCS shall reduce the number of required EV capable spaces by the same number. 5.106.5.6.2 Electric vehicle charging stations (EVCS). EV capable spaces shall be provided with EVSE to create EVCS in the number indicated in Table 5.106.5.6.1 and shall comply with Section 5.106.5.6.2. EVCS shall be serviced by Level 2 or Direct Current Fast Charging (DCFC) EVSE, or with EVSE in any combination of Level 2 and DCFC. Accessible EVCS shall be provided in accordance with California Building Code Chapter 11B. 5.106.5.3 Electric vehicle (EV) charging. [N] [BSC-CG] Construction to provide electric vehicle infrastructure and facilitate electric vehicle charging shall comply with Section 5.106.5.3.1 EV capable spaces, Section 5.106.5.3.2 Electric vehicle charging stations and associated Table 5.106.5.3.1, or Section 5.106.5.3.6 Electric vehicle charging stations (EVCS)—Power allocation method and associated Table 5.106.5.3.6 and shall be provided in accordance with regulations in the California Building Code and the California Electrical Code. Exceptions: 1. On a case-by-case basis where the local enforcing agency has determined compliance with this section is not feasible based upon one of the following conditions: a. Where there is no local utility power supply b. Where the local utility is unable to supply adequate power. c. Where there is evidence suitable to the local enforcement agency substantiating the local utility infrastructure design requirements, directly related to the implementation of Section 5.106.5.3, may adversely impact the construction cost of the project. 2. Parking spaces accessible only by automated mechanical car parking systems are not required to comply with this code section. 5.106.5.3.1 EV capable spaces. [N] EV capable spaces shall be provided in accordance with Table 5.106.5.3.1 and the following requirements: 1. Raceways complying with the California Electrical Code and no less that 1-inch (25 mm) diameter shall be provided and shall originate at a service panel or a subpanel(s) serving the area, and shall terminate in close proximity to the proposed location of the EV capable and into a suitable listed cabinet, box,enclosure or equivalent. A common raceway may be used to serve multiple EV charging spaces. 2. A service panel or subpanel (s) shall be provided with panel space and electrical load capacity for a dedicated 208/240 volt, 40-ampere minimum branch circuit for each EV capable space, with delivery of 30-ampere minimum to an installed EVSE at each EVCS. 3. The electrical system and any on-site distribution transformers shall have sufficient capacity to supply full rated amperage at each EV capable space. 4. The service panel or subpanel circuit directory shall identify the reserved overcurrent protective devices space(s) as "EV CAPABLE". The raceway termination location shall be permanently and visibly marked as "EV CAPABLE." Note: A parking space served by electric vehicle supply equipment or designed as a future EV charging space shall count as at least one standard automobile parking space only for the purpose of complying with any applicable minimum parking space requirements established by an enforcement agency. See vehicle Code Section 22511.2 for further details. ABBREVIATION DEFINITIONS: HCD Department of Housing and Community Development BSC California Building Standards Commission DSA-SS Division of the State Architect, Structural Safety OSHPD Office of Statewide Health Planning and Development LR Low Rise HR High Rise AA Additions and Alterations N New 5.106.4.1.2 Long-term bicycle parking. For new buildings with tenant spaces that have 10 or more tenant-occupants, provide secure bicycle parking for 5 percent of the tenant-occupant vehicular parking spaces with a minimum of one bicycle parking facility. 5.106.4.1.3 For additions or alterations that add 10 or more tenant-occupant vehicular parking spaces, provide secure bicycle parking for 5 percent of the tenant vehicular parking spaces being added, with a minimum of one bicycle parking facility. 5.106.4.1.4 For new shell buildings in phased projects provide secure bicycle parking for 5 percent of the anticipated tenant-occupant vehicular parking spaces with a minimum of one bicycle parking facility. 5.106.4.1.5 Acceptable bicycle parking facility for Sections 5.106.4.1.2, 5.106.4.1.3, and 5.106.4.1.4 shall be convenient from the street and shall meet one of the following: 1. Covered, lockable enclosures with permanently anchored racks for bicycles; 2. Lockable bicycle rooms with permanently anchored racks; or 3. Lockable, permanently anchored bicycle lockers. Note: Additional information on recommended bicycle accommodations may be obtained from Sacramento Area Bicycle Advocates. 5.106.4.2 Bicycle parking. [DSA-SS] For public schools and community colleges, comply with Sections 5.106.4.2.1 and 5.106.4.2.2 5.106.4.2.1 Student bicycle parking. Provide permanently anchored bicycle racks conveniently accessed with a minimum of four two-bike capacity racks per new building. 5.106.4.2.2 Staff bicycle parking. Provide permanent, secure bicycle parking conveniently accessed with a minimum of two staff bicycle parking spaces per new building. Acceptable bicycle parking facilities shall be convenient from the street or staff parking area and shall meet one of the following: 1. Covered, lockable enclosures with permanently anchored racks for bicycles; 2. Lockable bicycle rooms with permanently anchored racks; or 3. Lockable, permanently anchored bicycle lockers. 5.106.4 BICYCLE PARKING. For buildings within the authority of California Building Standards Commission as specified in Section 103, comply with Section 5.106.4.1. For buildings within the authority of the Division of the State Architect pursuant to Section 105, comply with Section 5.106.4.2 5.106.4.1 Bicycle parking. [BSC-CG] Comply with Sections 5.106.4.1.1 and 5.106.4.1.2; or meet the applicable local ordinance, whichever is stricter. 5.106.4.1.1 Short-term bicycle parking. If the new project or an addition or alteration is anticipated to generate visitor traffic, provide permanently anchored bicycle racks within 200 feet of the visitors' entrance, readily visible to passers-by, for 5% of new visitor motorized vehicle parking spaces being added, with a minimum of one two-bike capacity rack. Exception: Additions or alterations which add nine or less visitor vehicular parking spaces. CHAPTER 3 GREEN BUILDING SECTION 301 GENERAL 301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory in the application checklists contained in this code. Voluntary green building measures are also included in the application checklists and may be included in the design and construction of structures covered by this code, but are not required unless adopted by a city, county, or city and county as specified in Section 101.7. 301.3 NONRESIDENTIAL ADDITIONS AND ALTERATIONS. [BSC-CG] The provisions of individual sections of Chapter 5 apply to newly constructed buildings, building additions of 1,000 square feet or greater, and/or building alterations with a permit valuation of $200,000 or above (for occupancies within the authority of California Building Standards Commission). Code sections relevant to additions and alterations shall only apply to the portions of the building being added or altered within the scope of the permitted work. A code section will be designated by a banner to indicate where the code section only applies to newly constructed buildings [N] or to additions and/or alterations [A]. When the code section applies to both, no banner will be used. 301.3.1 Nonresidential additions and alterations that cause updates to plumbing fixtures only: Note: On and after January 1, 2014, certain commercial real property, as defined in Civil Code Section 1101.3, shall have its noncompliant plumbing fixtures replaced with appropriate water-conserving plumbing fixtures under specific circumstances. See Civil Code Section 1101.1 et seq. for definitions, types of commercial real property affected, effective dates, circumstances necessitating replacement of noncompliant plumbing fixtures, and duties and responsibilities for ensuring compliance. 301.3.2 Waste Diversion. The requirements of Section 5.408 shall be required for additions and alterations whenever a permit is required for work. 301.4 PUBLIC SCHOOLS AND COMMUNITY COLLEGES. (see GBSC) 301.5 HEALTH FACILITIES. (see GBSC) SECTION 302 MIXED OCCUPANCY BUILDINGS 302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building shall comply with the specific green building measures applicable to each specific occupancy. SECTION 303 PHASED PROJECTS 303.1 PHASED PROJECTS. For shell buildings and others constructed for future tenant improvements, only those code measures relevant to the building components and systems considered to be new construction (or newly constructed) shall apply. 303.1.1 Initial Tenant improvements. The provisions of this code shall apply only to the initial tenant improvements to a project. Subsequent tenant improvements shall comply with the scoping provisions in Section 301.3 non-residential additions and alterations. The installation of each DCFC EVSE shall be permitted to reduce the minimum number of required EV capable spaces without EVSE by five and reduce proportionally the required electrical load capacity to the service panel or subpanel. 5.106.5.3.2.1 The installation of each DCFC EVSE shall be permitted to reduce the minimum number of required EV capable spaces without EVSE or EVCS with Level 2 EVSE by five and reduce proportionally the required electrical load capacity to the service panel or subpanel. 5.106.5.3.2.2 The installation of two low power Level 2 EV charging receptacles shall be permitted to reduce the minimum number of required EV capable spaces without EVSE in Table 5.106.5.3.1 by one. 5.106.5.3.3 Use of automatic load management systems (ALMS). ALMS shall be permitted for EVCS. When ALMS is installed, the required electrical load capacity specified in Section 5.106.5.3.1 for each EVCS may be reduced when serviced by an EVSE controlled by an ALMS. Each EVSE controlled by an ALMS shall deliver a minimum 30 amperes to an EV when charging one vehicle and shall deliver a minimum 3.3 kW while simultaneously charging multiple EVs. 5.106.5.3.4 Accessible EVCS. When EVSE is installed, accessible EVSC shall be provided in accordance with the California Building Code, Chapter 11B, Section 11B-228.3. Note: For EVCS signs, refer to Caltrans Traffic Operations Policy Directive 13-01 (Zero Emission Vehicle Signs and Pavement Markings) or its successor(s). 5.106.5.3.4 Accessible electric vehicle charging station (EVCS). When EVSE is installed, accessible EVCS shall be provided in accordance with the California Building Code, Chapter 11B, Section 11B-228.3. 5.106.5.3.5 Electric vehicle charging station signage. Electric vehicle charging stations shall be identified by signage or pavement markings in compliance with Caltrans Traffic Operations Policy Directive 13-01 (Zero Emission Vehicle Signs and Pavement Markings) or its successor(s). Power allocation method shall include the following: 1. Use any kVA combination of EV capable spaces, low power Level 2, Level 2 or DCFC EVSEs. 2. At least one Level 2 EVSE shall be provided. 5.106.5.3.6 Electric vehicle charging stations (EVCS)—power allocation method. The power allocation method may be used as an alternative to the requirements in Section 5.106.5.3.1, Section 5.106.5.3.2 and associated Table 5.106.5.3.1. Use Table 5.106.5.3.6 to determine the total power in kVA required based on the total number of actual parking spaces. TABLE 5.106.5.3.1 TOTAL NUMBER OF ACTUAL PARKING SPACES NUMBER OF REQUIRED EV CAPABLE SPACES NUMBER OF EVCS (EV CAPABLE SPACES PROVIDED WITH EVSE)^2 0-9 0 0 10-25 2 0 26-50 8 2 51-75 13 3 76-100 17 4 101-150 25 6 151-200 35 9 201 AND OVER 20 percent of actual parking spaces¹ 25 percent of EV capable spaces¹ DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE. 5.106.2 STORMWATER POLLUTION PREVENTION FOR PROJECTS THAT DISTURB ONE OR MORE ACRES OF LAND. Comply with all lawfully enacted stormwater discharge regulations for projects that (1) disturb one acre or more of land, or (2) disturb less than one acre of land but are part of a larger common plan of development sale. Note: Projects that (1) disturb one acre or more of land, or (2) disturb less than one acre of land but are part of the larger common plan of development or sale must comply with the post-construction requirements detailed in the applicable National Pollutant Discharge Elimination System (NPDES) General permit for Stormwater Discharges Associated with Construction and Land Disturbance Activities issued by the State Water Resources Control Board or the Lahontan Regional Water Quality Control Board (for projects in the Lake Tahoe Hydrologic Unit). The NPDES permits require postconstruction runoff (post-project hydrology) to match the preconstruction runoff (pre-project hydrology) with the installation of postconstruction stormwater management measures. The NPDES permits emphasize runoff reduction through on-site stormwater use, interception, evapotranspiration, and infiltration through nonstructural controls, such as Low Impact Development (LID) practices, and conversation design measures. Stormwater volume that cannot be addressed using nonstructural practices is required to be captured in structural practices and be approved by the enforcing agency. Refer to the current applicable permits on the State Water Resources Control Board website at: www.waterboards.ca.gov/constructionstormwater. Consideration to the stormwater runoff management measures should be given during the initial design process for appropriate integration into site development. N/A Y N/A 1. Calculation for spaces shall be rounded up to the nearest whole number. 2. The number of required EVCS (EV capable spaces provided with EVSE) in column 3 count toward the total number of required EV capable spaces shown in column 2. 3. At least one Level 2 EVSE shall be provided. Y N/A Y N/A Y = YES N/A = NOT APPLICABLE RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.) RESPON. PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY 5.106.5.5 Electric vehicle (EV) charging: medium-duty and heavy-duty. [N] [BSG-CG] Construction shall comply with Section 5.106.5.5.1 to facilitate future installation of electric vehicle supply equipment (EVSE). Construction for warehouses, grocery stores and retail stores, office buildings, and manufacturing facilities with planned off-street loading spaces shall also comply with Section 5.106.5.5.1 for future installation of medium- and heavy-duty EVSE. Exceptions: 1. On a case-by-case basis where the local enforcing agency has determined compliance with this section is not feasible based upon one of the following conditions: a. Where there is no local utility power supply. b. Where the local utility is unable to supply adequate power. c. Where there is evidence suitable to the local enforcing agency substantiating that additional local utility infrastructure design requirements, directly related to the implementation of Section 5.106.5.3, may adversely impact the construction cost of the project. When EVSE(s) is/are installed, it shall be in accordance with the California Building Code, the California Electrical Code and as follows: 5.106.5.5.1 Electric vehicle charging readiness requirements for warehouses, grocery stores, office buildings, and manufacturing facilities and retail stores with planned off-street loading spaces. [N] In order to avoid future demolition when adding EV supply and distribution equipment, spare raceway(s) or busway(s) and adequate capacity for transformer(s), service panel(s) or subpanel(s) shall be installed at the time of construction in accordance with the California Electrical Code. Construction plans and specifications shall include, but are not limited to, the following: 1. The transformer, main service equipment and subpanels shall meet the minimum power requirement in Table 5.106.5.5.1 to accommodate the dedicated branch circuits for the future installation of EVSE. 2. The construction documents shall indicate one or more location(s) convenient to the planned off-street loading space(s) reserved for medium- and heavy-duty ZEV charging cabinets and charging dispensers, and a pathway reserved for routing of conduit from the termination of the raceway(s) or busway(s) to the charging cabinet(s) and dispenser(s), as shown in Table 5.106.5.5.1. 3. Raceway(s) or busway(s) originating at a main service panel or a subpanel(s) serving the area where potential future medium- and heavy-duty EVSE will be located and shall terminate in close proximity to the potential future location of the charging equipment for medium- and heavy-duty vehicles. 4. The raceway(s) or busway(s) shall be of sufficient size to carry the minimum additional system load to the future location of the charging for medium- and heavy-duty ZEVs as shown in Table 5.106.5.5.1. TABLE 5.106.5.3.6 TOTAL NUMBER OF ACTUAL PARKING SPACES MINIMUM TOTAL kVA @ 6.6 kVA TOTAL kVA REQUIRED IN ANY COMBINATION OF EV CAPABLE,3,4 LOW POWER LEVEL 2, LEVEL 2, 1, 2 OR DCFC 0-9 0 0 10-25 26.4 26.4 26-50 52.8 52.8 51-75 85.8 85.8 76-100 112.2 112.2 101-150 165 165 151-200 231 231 201 AND OVER 20 percent of actual parking spaces x 6.6 Total required kVA = P × .20 × 6.6 Where P = Parking spaces in facility 1. Level 2 EVSE @ 6.6 kVA minimum. 2. At least one Level 2 EVSE shall be provided. 3. Maximum allowed kVA to be utilized for EV capable spaces is 75 percent. 4. If EV capable spaces are utilized, they shall meet the requirements of Section 5.106.5.3.1 EV capable spaces. 5.106.5.4 Additions or alterations to existing buildings or parking facilities [A]. [BSC-CG] Existing buildings or parking facilities being modified by one of the following shall comply with Section 5.106.5.4.1 or 5.106.5.4.2. When EVSE is installed, accessible EVCS shall be provided in accordance with the California Building Code, Chapter 11B, Section 11B-228.3. 1. When the scope of construction work includes an increase in power supply to an electric service panel as part of a parking facility addition or alteration. 2. When a new photovoltaic system is installed covering existing parking spaces. 3. When additions or alterations to existing buildings are triggered pursuant to code Section 301.3 and the scope of work includes an increase in power supply to an electric service panel. Exceptions: 1. On a case-by-case basis where the local enforcing agency has determined compliance with this section is not feasible based upon one of the following conditions: a. Where there is no local utility power supply. b. Where the local utility is unable to supply adequate power. c. Where there is evidence suitable to the local enforcement agency substantiating that additional local utility infrastructure design requirements, directly related to the implementation of Section 5.106.5.3, may adversely impact the construction cost of the project. d. Where demonstrated as impracticable excluding local utility service or utility infrastructure issues. 2. Remote parking facilities that do not have access to the building service panel. 3. Parking area lighting upgrades where no trenching is part of the scope of work. 4. Emergency repairs, including but not limited to water line break in parking facilities, natural disaster repairs, etc. 5.106.5.4.1 Existing buildings or parking areas without previously installed EV capable infrastructure [A]. When EV capable infrastructure does not exist at an existing parking facility or building, and the parking facility or building undergoes an addition or alteration listed in Section 5.106.5.4, construction shall include electric vehicle charging in compliance with either Section 5.106.5.3 and associated Table 5.106.5.3.1, or Section 5.106.5.3.6 and associated Table 5.106.5.3.6 for the total number of actual parking spaces being added or altered. 5.106.5.4.2 Existing buildings or parking areas with previously installed EV capable infrastructure [A]. When EV capable infrastructure is available at an existing parking facility or building, and the parking facility or building is undergoing an addition or alteration listed in Section 5.106.5.4, construction shall include electric vehicle charging in compliance with either Section 5.106.5.3 and associated Table 5.106.5.3.1, or Section 5.106.5.3.6 and associated Table 5.106.5.3.6 utilizing the existing EV capable allocated power and infrastructure for the total number of actual parking spaces being added or altered. If the area being added or altered exceeds the existing EV capable capacity, allocated power and infrastructure, provide additional EV charging as needed to comply with this section. TABLE 5.106.5.5.1 RACEWAY CONDUIT AND PANEL POWER REQUIREMENTS FOR MEDIUM- AND HEAVY-DUTY EVSE [N] BUILDING TYPE BUILDING SIZE (SQ. FT.) NUMBER OF OFF-STREET LOADING SPACES ADDITIONAL CAPACITY REQUIRED (KVA) FOR RACEWAY & BUSWAY AND TRANSFORMER & PANEL Grocery 10,000 to 90,000 1 or 2 200 3 or Greater 400 Greater than 90,000 1 or Greater 400 Manufacturing Facilities 10,000 to 50,000 1 or 2 200 10,000 to 50,000 3 or Greater 400 Greater than 50,000 1 or Greater 400 Office Buildings 10,000 to 135,000 1 or 2 200 10,000 to 135,000 3 or Greater 400 Greater than 135,000 1 or Greater 400 Retail 10,000 to 135,000 1 or 2 200 3 or Greater 400 Greater than 135,000 1 or Greater 400 Warehouse 20,000 to 256,000 1 or 2 200 3 or Greater 400 Greater than 256,000 1 or Greater 400 TABLE 5.106.5.6.1 TOTAL NUMBER OF ACTUAL PARKING SPACES NUMBER OF REQUIRED EV CAPABLE SPACES NUMBER OF REQUIRED EVCS2 0-9 0 0 10-25 4 1 26-50 8 2 51-75 13 3 76-100 17 4 101-150 25 6 151-200 35 9 201 AND OVER 20 percent of total spaces¹ 25 percent of EV capable spaces¹ 5.106.5.3.2 Electric vehicle charging stations (EVCS) EV capable spaces shall be provided with electric vehicle supply equipment (EVSE) to create EVCS in the number indicated in Table 5.106.5.3.1. The EVCS required by Table 5.106.5.3.1 shall be provided with Level 2 EVSE or DCFC as permitted in Section 5.106.5.3.2.1. At least one Level 2 EVSE shall be provided. One EV charger with multiple connectors capable of charging multiple EVs simultaneously shall be permitted if the electrical load capacity required by Section 5.106.5.3.1 for each EV capable space is accumulatively supplied to the EV charger. SECTION 5.106 SITE DEVELOPMENT 5.106.1 STORM WATER POLLUTION PREVENTION FOR PROJECTS THAT DISTURB LESS THAN ONE ACRE OF LAND. Newly constructed projects and additions which disturb less than one acre of land, and are not part of a larger common plan of development or sale, shall prevent the pollution of storm water runoff from the construction activities through one or more of the following measures: 5.106.1.1 Local ordinance. Comply with a lawfully enacted storm water management and/or erosion control ordinance. 5.106.1.2 Best Management Practices (BMPs). Prevent the loss of soil through wind or water erosion by implementing an effective combination of erosion and sediment control and good housekeeping BMPs. 1. Soil loss BMPs that should be considered for implementation as appropriate for each project include, but are not limited to, the following: a. Scheduling construction activity during dry weather, when possible. b. Preservation of natural features, vegetation, soil, and buffers around surface waters. c. Drainage swales or lined ditches to control stormwater flow. d. Mulching or hydroseeding to stabilize disturbed soils. e. Erosion control to protect slopes. f. Protection of storm drain inlets (gravel bags or catch basin inserts). g. Perimeter sediment control (perimeter silt fence, fiber rolls). h. Sediment trap or sediment basin to retain sediment on site. i. Stabilized construction exits. j. Wind erosion control. k. Other soil loss BMPs acceptable to the enforcing agency. 2. Good housekeeping BMPs to manage construction equipment, materials, non-stormwater discharges and wastes that should be considered for implementation as appropriate for each project include, but are not limited to, the following: a. Dewatering activities. b. Material handling and waste management. c. Building materials stockpile management. d. Management of washout areas (concrete, paints, stucco, etc.). e. Control of vehicle/equipment fueling to contractor's staging area. f. Vehicle and equipment cleaning performed off site. g Spill prevention and control. h. Other housekeeping BMPs acceptable to the enforcing agency. FACILITIES BLDG CA GREEN BUILDING STANDARDS XX X X LANDSCAPE ARCHITECT XX X CONTRACTOR X November 10, 2025 Packet Pg. 843
LLJW The City of Good Living CI TY OF SAN CARLOS CA L I FOR N I A DOWNTOWN PLAN IMPLEMENTATION PHASE IA - HARRINGTON PARK CONSTRUCTION DOCUMENTATION CIVIL ENGINEER CSW|ST2 504 REDWOOD BLVD, STE 310, NOVATO, CA 94947 415.883.9850 ARCHITECT | ENGINEER WARE ASSOCIATES, INC. 440 GRAND AVE, STE 250 OAKLAND, CA 94610 510.992.9888 WARE-ARCHITECTS.COM ELECTRICAL ENGINEER AURUM CONSULTING ENGINEERS 404 W FRANKLIN ST, STE 100, MONTEREY, CA 93940 831.646.3336 WATER FEATURE FLUIDITY DESIGN 724 S SPRING ST #1401, LOS ANGELES, CA 90014 213.739.9291 IRRIGATION DESIGN RMA 2670 CAMINO DIABLO, WALNUT CREEK, CA 94597 925.939.3985 LIGHTING DESIGN HLB LIGHTING 785 MARKET ST, STE 800, SAN FRANCISCO, CA 94103 415.348.8273 AUDIOVISUAL SALTER 130 SUTTER ST, FLOOR 5, SAN FRANCISCO, CA 94104 415.397.0442 LANDSCAPE ARCHITECT WALLACE ROBERTS & TODD, INC 120 2ND ST, 3RD FLOOR SAN FRANCISCO, CA 94105 415.575.4722 WRTDESIGN.COM OWNER CITY OF SAN CARLOS 600 ELM STREET SAN CARLOS, CA 94070 650.802.4264 8976.01 - DOWNTOWN IMPLEMENTATION PHASE 1A - 700 LAUREL ST AND HARRINGTON PARK DATE: 10/30/25 DRAWN BY: CHECKED BY: Sheet Title: Sheet # REVISIONS DATE 12345 6 75% SUBMITTAL / BUILDING PERMIT 09/10/25 CANOPY/PAVILION STRUCTURAL ENGINEER STRUCTURECRAFT BUILDERS USA INC. 2225 N. 56TH STREET SEATTLE, WA 98103 100% SUBMITTAL / BID SET 10/30/25 L I CENSED A RCH I T ECT JOHN QUINLAN WARENo. C 32436 STATE OF CAL IFORNIA Renewal Date A2-005 DIVISION 5.4 MATERIAL CONSERVATION AND RESOURCE EFFICIENCY SECTION 5.401 GENERAL 5.401.1 SCOPE. The provisions of this chapter specify the requirements of achieving material conservation, resource efficiency, and greenhouse gas (GHG) emission reduction through protection of buildings from exterior moisture, construction waste diversion, employment of techniques to reduce pollution through recycling of materials, the installation of products with lower GHG emissions and building commissioning or testing and adjusting. SECTION 5.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING 5.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65% of the non-hazardous construction and demolition waste in accordance with Section 5.408.1.1, 5.408.1.2 or 5.408.1.3; or meet a local construction and demolition waste management ordinance, whichever is more stringent. 5.408.1.1 Construction waste management plan. Where a local jurisdiction does not have a construction and demolition waste management ordinance, submit a construction waste management plan that: 1. Identifies the construction and demolition waste materials to be diverted from disposal by efficient usage, recycling, reuse on the project or salvage for future use or sale. 2. Determines if construction and demolition waste materials will be sorted on-site (source-separated) or bulk mixed (single stream). 3. Identifies diversion facilities where construction and demolition waste material collected will be taken. 4. Specifies that the amount of construction and demolition waste materials diverted shall be calculated byweight or volume, but not by both. 5.408.1.2 Waste Management Company. Utilize a waste management company that can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with this section. Note: The owner or contractor shall make the determination if the construction and demolition waste material will be diverted by a waste management company. Exceptions to Sections 5.408.1.1 and 5.408.1.2: 1. Excavated soil and land-clearing debris. 2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist. 3. Demolition waste meeting local ordinance or calculated in consideration of local recycling facilities and markets. 5.408.1.3 Waste stream reduction alternative. The combined weight of new construction disposal that does not exceed two pounds per square foot of building area may be deemed to meet the 65% minimum requirement as approved by the enforcing agency. 5.408.1.4 Documentation. Documentation shall be provided to the enforcing agency which demonstrates compliance with Sections 5.408.1.1, through 5.408.1.3. The waste management plan shall be updated as necessary and shall be accessible during construction for examination by the enforcing agency. Notes:1. Sample forms found in "A Guide to the California Green Building Standards Code (Nonresidential)" located www.dgs.ca.gov/BSC/Resources/Page-Content/Building-Standards-Commission- Resources-List-Folder/CALGreen may be used to assist in documenting compliance with the waste management plan. 2. Mixed construction and demolition debris processors can be located at the California Department of Resources Recycling and Recovery (CalRecycle). 5.408.2 UNIVERSAL WASTE. [A] Additions and alterations to a building or tenant space that meet the scoping provisions in Section 301.3 for nonresidential additions and alterations, shall require verification that Universal Waste items such as fluorescent lamps and ballast and mercury containing thermostats as well as other California prohibited Universal Waste materials are disposed of properly and are diverted from landfills. A list of prohibited Universal Waste materials shall be included in the construction documents. Note: Refer to the Universal Waste Rule link at: http://www.dtsc.ca.gov/universalwaste/ 5.408.3 EXCAVATED SOIL AND LAND CLEARING DEBRIS. 100 percent of trees, stumps, rocks and associated vegetation and soils resulting primarily from land clearing shall be reused or recycled. For a phased project, such material may be stockpiled on site until the storage site is developed. Exception: Reuse, either on or off-site, of vegetation or soil contaminated by disease or pest infestation. Notes:1. If contamination by disease or pest infestation is suspected, contact the County Agricultural Commissioner and follow its direction for recycling or disposal of the material. 2. For a map of know pest and/or disease quarantine zones, consult with the California Department of Food and Agriculture. (www.cdfa.ca.gov) SECTION 5.303 INDOOR WATER USE 5.303.1 METERS. Separate submeters or metering devices shall be installed for the uses described in Sections 503.1.1 and 503.1.2. 5.303.1.1 Buildings in excess of 50,000 square feet. Separate submeters shall be installed as follows: 1. For each individual leased, rented or other tenant space within the building projected to consume more than 100 gal/day (380 L/day), including, but not limited to, spaces used for laundry or cleaners, restaurant or food service, medical or dental office, laboratory, or beauty salon or barber shop. 2. Where separate submeters for individual building tenants are unfeasible, for water supplied to the following subsystems: a. Makeup water for cooling towers where flow through is greater than 500 gpm (30 L/s). b. Makeup water for evaporative coolers greater than 6 gpm (0.04 L/s). c. Steam and hot water boilers with energy input more than 500,000 Btu/h (147 kW). 5.303.1.2 Excess consumption. A separate submeter or metering device shall be provided for any tenant within a new building or within an addition that is projected to consume more than 1,000 gal/day. SECTION 5.304 OUTDOOR WATER USE 5.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. Nonresidential developments shall comply with a local water efficient landscape ordinance or the current California Department of Water Resources' Model Water Efficient Landscape Ordinance (MWELO), whichever is more stringent. Notes: 1. The Model Water Efficient Landscape Ordinance (MWELO) is located in the California Code of Regulations, Title 23, Chapter 2.7, Division 2. 2. MWELO and supporting documents, including a water budget calculator, are available at: https://www.water.ca.gov/. 5.304.6 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. For public schools and community colleges, landscape projects as described in Sections 5.304.6.1 and 5.304.6.2 shall comply with the California Department of Water Resources Model Water Efficient Landscape Ordinance (MWELO) commencing with Section 490 of Chapter 2.7, Division 2, Title 23, California Code of Regulations, except that the evapotranspiration adjustment factor (ETAF) shall be 0.65 with an additional water allowance for special landscape areas (SLA) of 0.35. Exception: Any project with an aggregate landscape area of 2,500 square feet or less may comply with the prescriptive measures contained in Appendix D of the MWELO. 5.304.6.1 Newly constructed landscapes. New construction projects with an aggregate landscape area equal to or greater than 500 square feet. 5.304.6.2 Rehabilitated landscapes. Rehabilitated landscape projects with an aggregate landscape area equal to or greater than 1,200 square feet. 5.303.4 COMMERCIAL KITCHEN EQUIPMENT. 5.303.4.1 Food Waste Disposers. Disposers shall either modulate the use of water to no more than 1 gpm when the disposer is not in use (not actively grinding food waste/no-load) or shall automatically shut off after no more than 10 minutes of inactivity. Disposers shall use no more than 8 gpm of water. Note: This code section does not affect local jurisdiction authority to prohibit or require disposer installation. 5.303.5 AREAS OF ADDITION OR ALTERATION. For those occupancies within the authority of the California Building Standards Commission as specified in Section 103, the provisions of Section 5.303.3 and 5.303.4 shall apply to new fixtures in additions or areas of alteration to the building. 5.303.6 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table 1701.1 of the California Plumbing Code and in Chapter 6 of this code. SECTION 5.402 DEFINITIONS 5.402.1 DEFINITIONS. The following terms are defined in Chapter 2 (and are included here for reference) ADJUST. To regulate fluid flow rate and air patterns at the terminal equipment, such as to reduce fan speed or adjust a damper. SECTION 5.407 WATER RESISTANCE AND MOISTURE MANAGEMENT 5.407.1 WEATHER PROTECTION. Provide a weather-resistant exterior wall and foundation envelope as required by California Building Code Section 1402.2 (Weather Protection), manufacturer's installation instructions or local ordinance, whichever is more stringent. 5.407.2 MOISTURE CONTROL. Employ moisture control measures by the following methods. 5.407.2.1 Sprinklers. Design and maintain landscape irrigation systems to prevent spray on structures. 5.407.2.2 Entries and openings. Design exterior entries and/or openings subject to foot traffic or wind-driven rain to prevent water intrusion into buildings as follows: 5.407.2.2.1 Exterior door protection. Primary exterior entries shall be covered to prevent water intrusion by using nonabsorbent floor and wall finishes within at least 2 feet around and perpendicular to such openings plus at least one of the following: 1. An installed awning at least 4 feet in depth. 2. The door is protected by a roof overhang at least 4 feet in depth. 3. The door is recessed at least 4 feet. 4. Other methods which provide equivalent protection. 5.407.2.2.2 Flashing. Install flashings integrated with a drainage plane. 5.303.3.3 Showerheads. [BSC-CG] 5.303.3.3.1 Single showerhead. Showerheads shall have a maximum flow rate of not more than 1.8 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Showerheads. 5.303.3.3.2 Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to allow only one shower outlet to be in operation at a time. Note: A hand-held shower shall be considered a showerhead. 5.303.3.4 Faucets and fountains. 5.303.3.4.1 Nonresidential Lavatory faucets. Lavatory faucets shall have a maximum flow rate of not more than 0.5 gallons per minute at 60 psi. 5.303.3.4.2 Kitchen faucets. Kitchen faucets shall have a maximum flow rate of not more than 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi. 5.303.3.4.3 Wash fountains. Wash fountains shall have a maximum flow rate of not more than1.8 gallons per minute/20 [rim space (inches) at 60 psi]. 5.303.3.4.4 Metering faucets. Metering faucets shall not deliver more than 0.20 gallons per cycle. 5.303.3.4.5 Metering faucets for wash fountains. Metering faucets for wash fountains shall have a maximum flow rate of not more than 0.20 gallons per minute/20 [rim space (inches) at 60 psi]. Note: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction. 5.303.3.4.6 Pre-rinse spray value When installed, shall meet the requirements in the California Code of Regulations, Title 20 (Appliance Efficiency Regulations), Section 1605.1 (h)(4) Table H-2, Section 1605.3 (h)(4)(A), and Section 1607 (d)(7), and shall be equipped with an integral automatic shutoff. FOR REFERENCE ONLY:The following table and code section have been reprinted from the California Code of Regulations, Title 20 (Appliance Efficiency Regulations), Section 1605.1 (h)(4) and Section 1605.3 (h)(4)(A). TABLE H-2 STANDARDS FOR COMMERCIAL PRE-RINSE SPRAY VALUES MANUFACTURED ON OR AFTER JANUARY 28, 2019 PRODUCT CLASS [spray force in ounce force (ozf)] MAXIMUM FLOW RATE (gpm) Product Class 1 (≤ 1.00 Product Class 2 (> 5.0 ozf and ≤ 1.20 Product Class 3 (> 8.0 ozf) 1.28 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE NONRESIDENTIAL MANDATORY MEASURES, SHEET 2 (July 2024 Supplement) Y DIVISION 5.2 ENERGY EFFICIENCY SECTION 5.201 GENERAL 5.201.1 Scope [BSC-CG]. California Energy Code [DSA-SS]. For the purposes of mandatory energy efficiency standards in this code, the California Energy Commission will continue to adopt mandatory building standards. DIVISION 5.3 WATER EFFICIENCY AND CONSERVATION SECTION 5.301 GENERAL 5.301.1 Scope. The provisions of this chapter shall establish the means of conserving water use indoors, outdoors and in wastewater conveyance. SECTION 5.302 DEFINITIONS 5.302.1 Definitions. The following terms are defined in Chapter 2 (and are included here for reference) EVAPOTRANSPIRATION ADJUSTMENT FACTOR (ETAF) [DSA-SS]. An adjustment factor when applied to reference evapotranspiration that adjusts for plant factors and irrigation efficiency, which ae two major influences on the amount of water that needs to be applied to the landscape. FOOTPRINT AREA [DSA-SS]. The total area of the furthest exterior wall of the structure projected to natural grade, not including exterior areas such as stairs, covered walkways, patios and decks. METERING FAUCET. A self-closing faucet that dispenses a specific volume of water for each actuation cycle. The volume or cycle duration can be fixed or adjustable. GRAYWATER. Pursuant to Health and Safety Code Section 17922.12, "graywater" means untreated wastewater that has not been contaminated by any toilet discharge, has not been affected by infectious, contaminated, or unhealthy bodily wastes, and does not present a threat from contamination by unhealthful processing, manufacturing, or operating wastes. "Graywater" includes, but is not limited to wastewater from bathtubs, showers, bathroom washbasins, clothes washing machines and laundry tubs, but does not include waste water from kitchen sinks or dishwashers. MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). The California ordinance regulating landscape design, installation and maintenance practices that will ensure commercial, multifamily and other developer installed landscapes greater than 2500 square feet meet an irrigation water budget developed based on landscaped area and climatological parameters. MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). [HCD] The California model ordinance (California Code of Regulations, Title 23, Division 2, Chapter 2.7), regulating landscape design, installation and maintenance practices. Local agencies are required to adopt the updated MWELO, or adopt a local ordinance at least as effective as the MWELO. POTABLE WATER. Water that is drinkable and meets the U.S. Environmental Protection Agency (EPA) Drinking Water Standards. See definition in the California Plumbing Code, Part 5. POTABLE WATER. [HCD] Water that is satisfactory for drinking, culinary, and domestic purposes, and meets the U.S. Environmental Protection Agency (EPA) Drinking Water Standards and the requirements of the Health Authority Having Jurisdiction. RECYCLED WATER. Water which, as a result of treatment of waste, is suitable for a direct beneficial use or a controlled use that would not otherwise occur [Water Code Section 13050 (n)]. Simply put, recycled water is water treated to remove waste matter attaining a quality that is suitable to use the water again. SUBMETER. [HCD 1] A secondary device beyond a meter that measures water consumption of an individual rental unit within a multiunit residential structure or mixed-use residential and commercial structure. (See Civic Code Section 1954.202 (g) and Water code Section 517 for additional details.) WATER BUDGET. Is the estimated total landscape irrigation water use which shall not exceed the maximum applied water allowance calculated in accordance with the Department of Water Resources Model Efficient Landscape Ordinance (MWELO). 5.106.5.6.5 Requirement to install EVSE. Level 2 EVSE shall be provided in all existing EV capable spaces to create EVCS when a project is required by California Administrative Code Section 4-309 to be submitted for plan approval to the Division of the State Architect. When EVSE is installed in existing EV capable spaces, accessible EVCS shall be provided in accordance with California Building Code Chapter 11B. Exception: Projects in which improvements in parking areas consist only of accessibility improvements are not required to comply with Section 5.106.5.6.5. 5.106.8 LIGHT POLLUTION REDUCTION. [N]. l Outdoor lighting systems shall be designed and installed to comply with the following: 1. The minimum requirements in the California Energy Code for Lighting Zones 0-4 as defined in Chapter 10, Section 10-114 of the California Administrative Code; and 2. Backlight (B) ratings as defined in IES TM-15-11 (shown in Table A-1 in Chapter 8); 3. Uplight and Glare ratings as defined in California Energy Code (shown in Tables 130.2-A and 130.2-B in Chapter 8) and 4. Allowable BUG ratings not exceeding those shown in Table 5.106.8, [N] or Comply with a local ordinance lawfully enacted pursuant to Section 101.7, whichever is more stringent. Exceptions: [N] 1. Luminaires that qualify as exceptions in Sections 130.2 (b) and 140.7 of the California Energy Code. 2. Emergency lighting. 3. Building facade meeting the requirements in Table 140.7-B of the California Energy Code, Part 6. 4. Custom lighting features as allowed by the local enforcing agency, as permitted by Section 101.8 Alternate materials, designs and methods of construction. 5. Luminaires with less than 6,200 initial luminaire lumens. TABLE 5.106.8 [N] MAXIMUM ALLOWABLE BACKLIGHT, UPLIGHT AND GLARE (BUG) RATINGS 1,2 ALLOWABLE RATING LIGHTING ZONE LZ0 LIGHTING ZONE LZ1 LIGHTING ZONE LZ2 LIGHTING ZONE LZ3 LIGHTING ZONE LZ4 MAXIMUM ALLOWABLE BACKLIGHT RATING 3 Luminaire greater than 2 mounting heights (MH) from property line N/A No Limit No Limit No Limit No Limit Luminaire back hemisphere is 1-2 MH from property line N/A B2 B3 B4 B4 Luminaire back hemisphere is 0.5-1 MH from property line N/A B1 B2 B3 B3 Luminaire back hemisphere is less than 0.5 MH from property line N/A B0 B0 B1 B2 MAXIMUM ALLOWABLE UPLIGHT RATING (U) For area lighting 3 N/A U0 U0 U0 U0 For all other outdoor lighting,including decorative luminaires N/A U1 U2 U3 UR DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE. N/A Y N/A Y N/A Y N/A Y = YES N/A = NOT APPLICABLE RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.) RESPON. PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY MAXIMUM ALLOWABLE GLARE RATING 5 (G) MAXIMUM ALLOWABLE GLARE RATING 5 (G) N/A G1 G2 G3 G4 MAXIMUM ALLOWABLE GLARE RATING 5 (G) N/A G0 G1 G1 G2 MAXIMUM ALLOWABLE GLARE RATING 5 (G) N/A G0 G0 G1 G1 MAXIMUM ALLOWABLE GLARE RATING 5 (G) N/A G0 G0 G0 G1 1. IESNA Lighting Zones 0 and 5 are not applicable; refer to Lighting Zones as defined in the California Energy Code and Chapter 10 of the Callifornia Administrative Code. 2. For property lines that abut public walkways, bikeways, plazas and parking lots, the property line may be considered to be 5 feet beyond the actual property line for purpose of determining compliance with this section. For property lines that abut public roadways and public transit corridors, the property line may be considered to be the centerline of the public roadway or public transit corridor for the purpose of determining compliance with this section. 3. General lighting luminaires in areas such as outdoor parking, sales or storage lots shall meet these reduced ratings. Decorative luminaries located in these areas shall meet U-value limits for "all other outdoor lighting" TABLE 5.106.5.6.3 NUMBER OF PARKING SPACES IN A PARKING FACILITY MINIMUM TOTAL POWER (KVA) REQUIRED FOR EVCS 0-9 0 10-25 7 26-50 14 51-75 20 76-100 27 101-150 40 151-200 60 201 AND OVER Total required KVA = P × .05 × 6.6 Where P = Parking spaces in facility 5.106.5.6.4 EVCS for alterations of or additions to parking facilities. Alterations of or additions to parking facilities shall provide EVCS in compliance with Section 5.106.5.6.4. The installation of infrastructure for EV capable spaces required to be provided without EVSE shall not be required. 5.106.5.6.4.1 Alterations of and additions to parking facilities. EVCS shall be provided in accordance with the number indicated in Table 5.106.5.6.1 or minimum power indicated in Table 5.106.5.6.3 when the scope of work includes an increase in power supply to an electric panel serving light fixtures illuminating the parking area or when area containing parking spaces is added to a parking facility. The number of required EVCS shall be based on the total number of existing and new parking spaces in the parking facility. 5.106.5.6.4.2 Alterations consisting of the installation of photovoltaic systems. EVCS shall be provided in accordance with the number indicated in Table 5.106.5.6.1 or maximum power indicated in Table 5.106.5.6.3 when a new photovoltaic system is installed in an existing parking facility. SECTION 5.409 LIFE CYCLE ASSESSMENT 5.409.1 SCOPE. [BSC-CG] Effective July 1, 2024, projects consisting of newly constructed building(s) with a combined floor area of 100,000 square feet or greater shall comply with either Section 5.409.2 or Section 5.409.3. Alteration(s) to existing building(s) where the combined altered floor area is 100,000 square feet or greater shall comply with either Section 5.105.2, 5.409.2, or 5.409.3. Addition(s) to existing building(s) where the total floor area combined with the existing building(s) is 100,000 square feet or greater shall comply with either Section 5.105.2, Section 5.409.2, or Section 5.409.3. Effective January 1, 2026, the combined floor area shall be 50,000 square feet or greater. [DSA-SS] Projects consisting of newly constructed building(s) with a combined floor area of 50,000 square feet or greater shall comply with either Section 5.409.2 or Section 5.409.3. Alteration(s) to existing building(s) where the combined altered floor area is 50,000 square feet or greater shall comply with either Section 5.105.2, 5.409.2, or 5.409.3. Addition(s) to existing building(s) where the total floor area combined with the existing building(s) is 50,000 square feet or greater shall comply with either Section 5.105.2, Section 5.409.2, or Section 5.409.3. 5.106.10 GRADING AND PAVING. Construction plans shall indicate how site grading or a drainage system will manage all surface water flows to keep water from entering buildings. Examples of methods to manage surface water include, but are not limited to, the following: 1. Swales. 2. Water collection and disposal systems. 3. French drains. 4. Water retention gardens. 5. Other water measures which keep surface water away from buildings and aid in groundwater recharge. Exception: Additions and alterations not altering the drainage path. 5.106.12 SHADE TREES [DSA-SS]. Shade Trees shall be planted to comply with Sections 5.106.12.1, 5.106.12.2, and 5.106.12.3. Percentages shown shall be measured at noon on the summer solstice. Landscape irrigation necessary to establish and maintain tree health shall comply with Section 5.304.6. 5.106.12.1 Surface parking areas. Shade tree plantings, minimum #10 container size or equal, shall be installed to provide shade over 50 percent of the parking area within 15 years. Exceptions: Surface parking area covered by solar photovoltaic shade structures with roofing materials that comply with Table A5.106.11.2.2 in Appendix A5 shall be permitted in whole or in part in lieu of shade tree planting. 5.106.12.2 Landscape areas. Shade tress plantings, minimum #10 container size or equal shall be installed to provide shade of 20% of the landscape area within 15 years. Exceptions: Playfields for organized sport activity are not included in the total area calculation. 5.106.12.3. Hardscape areas. Shade tree plantings, minimum #10 container size or equal shall be installed to provide shade over 20 percent of the hardscape area within 15 years. Exceptions: 1. Walks, hardscape areas covered by solar photovoltaic shade structures or shade structures with roofing materials that comply with Table A5.106.11.2.2 in Appendix A5 shall be permitted in whole or in part in lieu of shade tree planting. 2. Designated and marked play areas of organized sport activity are not included in the total area calculation. BALANCE. To proportion flows within the distribution system, including sub-mains, branches and terminals, according to design quantities. BUILDING COMMISSIONING. A systematic quality assurance process that spans the entire design and construction process, including verifying and documenting that building systems and components are planned, designed, installed, tested, operated and maintained to meet the owner’s project requirements. BUY CLEAN CALIFORNIA ACT (BCCA). The Buy Clean California Act (BCCA) (Public Contract Code Sections 3500-3505) targets carbon emissions associated with the production of structural steel (hot-rolled sections, hollow structural sections, and plate), concrete reinforcing steel, flat glass, and mineral wool board insulation. The maximum acceptable global warming potential (GWP) limits are established by the Department of General Services (DGS), in consultation with the California Air Resources Board (CARB). CRADLE-TO-GRAVE. Activities associated with a product or building’s life cycle from the extraction stage through disposal stage, and covering modules A1 through C4 in accordance with ISO Standards 14025 and 21930. ORGANIC WASTE. Food waste, green waste, landscape and pruning wste, nonhazardous wood waste, and food soiled paper waste that is mixed in with food waste. REFERENCE STUDY PERIOD. The period of use for the building, in years, that will be assumed for life cycle assessment. TEST. A procedure to determine quantitative performance of a system or equipment TYPE III ENVIRONMENTAL PRODUCT DECLARATION (EPD). A third-party verified report that summarizes how a product impacts the environment. Type III EPDs can be either product-specific, factory-specific, or industry-wide EPDs. See “Cradle-to-Gate.” FACTORY-SPECIFIC EPD. A product-specific Type III EPD in which the environmental impacts can be attributed to a single manufacturer and manufacturing facility. INDUSTRY-WIDE EPD (IW-EPD). A Type III EPD in which the environmental impacts are an average of the typical manufacturing impacts for a range of products within the same product category for a group of manufacturers. PRODUCT-SPECIFIC EPD. A Type III EPD in which the environmental impacts can be attributed to a product design and manufacturer across multiple facilities. 5.303.3 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the following: 5.303.3.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank-type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank-Type toilets. Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush. 5.303.3.2 Urinals. 5.303.3.2.1 Wall-mounted Urinals. The effective flush volume of wall-mounted urinals shall not exceed 0.125 gallons per flush. 5.303.3.2.2 Floor-mounted Urinals. The effective flush volume of floor-mounted or other urinals shall not exceed 0.5 gallons per flush. 5.303.3.3 Showerheads. [BSC-CG] 5.303.3.3.1 Single showerhead. Showerheads shall have a maximum flow rate of not more than 1.8 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Showerheads. 5.303.3.3.2 Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to allow only one shower outlet to be in operation at a time. Note: A hand-held shower shall be considered a showerhead. 5.106.8.1 Facing- Backlight Luminaries within 2MH of a property line shall be oriented so that the nearest property line is behind the fixture, and shall comply with the backlight rating specified in Table 5.106.8 based on the lighting zone and distance to the nearest point of that property line. Exception: Corners. If two property lines (or two segments of the same property line) have equidistant point to the luminaire, then the luminaire may be oriented so that the intersection of the two lines (the corner) is directly behind the luminaire. The luminaire shall still use the distance to the nearest points(s) on the property lines to determine the required backlight rating. 5.106.8.2 Facing-Glare. For luminaires covered by 5.106.8.1, if a property line also exists within or extends into the front hemisphere within 2MH of the luminaire then the luminaire shall comply with the more stringent glare rating specified in Table 5.106.8 based on the lighting zone and distance to the nearest point on the nearest property line within the front hemisphere. Note: [N] 1.See also California Building Code, Chapter 12, Section 1205.6 for college campus lighting requirements for parking facilities and walkways. 2.Refer to Chapter 8 (Compliance Forms, Worksheets and Reference Material) for IES TM-15-11 Table A-1, California Energy Code Tables 130.2-A and 130.2-B. 3. Refer to the California Building Code for requirements for additions and alterations. 5.106.5.6.2.1 Reduced number of EV capable spaces. The installation of each DCFC EVSE shall be permitted to reduce the minimum number of required EV capable spaces indicated in Table 5.106.5.6.1 by five and reduce proportionally the required electrical load capacity to the service panel or subpanel. 5.106.5.6.2.2 Multiple connectors. EVSE with multiple vehicle connectors capable of charging multiple EVs simultaneously shall be permitted if the electrical load capacity required by Section 5.106.5.6.1 for each EV capable space is accumulatively supplied to the EVSE. 5.106.5.6.2.3 Use of automatic load management systems (ALMS). ALMS shall be permitted for EVCS installed in accordance with Section 5.105.5.6.2. When ALMS is installed, the required electrical load capacity specified in Section 5.106.5.6.1 for each EVCS may be reduced when serviced by an EVSE controlled by an ALMS. Each EVSE controlled by an ALMS shall deliver a minimum 30 amperes to an EV when charging one vehicle and shall deliver a minimum 3.3 kW while simultaneously charging multiple EVs. 5.106.5.6.3 EVCS alternative compliance. In lieu of compliance with Section 5.106.5.6.2, EVCS shall be provided with Level 1, low power Level 2, or Level 2, or any combination of Level 1, low power Level 2 or Level 2 EVSE such that the total power supplied by the combination of EVSE meets the minimum power indicated in Table 5.106.5.6.3, based on the total number of actual parking spaces in each parking facility. FACILITIES BLDG CA GREEN BUILDING STANDARDS X LIGHTING DESIGNER X X ARCHITECT & PLUMBING ENGINEER X CIVIL ENGINEER X XX X IRRIGATION DESIGNER X ARCHITECT & LANDSCAPE ARCHITECT X CONTRACTOR X CONTRACTOR X November 10, 2025 Packet Pg. 844
LLJW The City of Good Living CI TY OF SAN CARLOS CA L I FOR N I A DOWNTOWN PLAN IMPLEMENTATION PHASE IA - HARRINGTON PARK CONSTRUCTION DOCUMENTATION CIVIL ENGINEER CSW|ST2 504 REDWOOD BLVD, STE 310, NOVATO, CA 94947 415.883.9850 ARCHITECT | ENGINEER WARE ASSOCIATES, INC. 440 GRAND AVE, STE 250 OAKLAND, CA 94610 510.992.9888 WARE-ARCHITECTS.COM ELECTRICAL ENGINEER AURUM CONSULTING ENGINEERS 404 W FRANKLIN ST, STE 100, MONTEREY, CA 93940 831.646.3336 WATER FEATURE FLUIDITY DESIGN 724 S SPRING ST #1401, LOS ANGELES, CA 90014 213.739.9291 IRRIGATION DESIGN RMA 2670 CAMINO DIABLO, WALNUT CREEK, CA 94597 925.939.3985 LIGHTING DESIGN HLB LIGHTING 785 MARKET ST, STE 800, SAN FRANCISCO, CA 94103 415.348.8273 AUDIOVISUAL SALTER 130 SUTTER ST, FLOOR 5, SAN FRANCISCO, CA 94104 415.397.0442 LANDSCAPE ARCHITECT WALLACE ROBERTS & TODD, INC 120 2ND ST, 3RD FLOOR SAN FRANCISCO, CA 94105 415.575.4722 WRTDESIGN.COM OWNER CITY OF SAN CARLOS 600 ELM STREET SAN CARLOS, CA 94070 650.802.4264 8976.01 - DOWNTOWN IMPLEMENTATION PHASE 1A - 700 LAUREL ST AND HARRINGTON PARK DATE: 10/30/25 DRAWN BY: CHECKED BY: Sheet Title: Sheet # REVISIONS DATE 12345 6 75% SUBMITTAL / BUILDING PERMIT 09/10/25 CANOPY/PAVILION STRUCTURAL ENGINEER STRUCTURECRAFT BUILDERS USA INC. 2225 N. 56TH STREET SEATTLE, WA 98103 100% SUBMITTAL / BID SET 10/30/25 L I CENSED A RCH I T ECT JOHN QUINLAN WARENo. C 32436 STATE OF CAL IFORNIA Renewal Date A2-006 DIVISION 5.5 ENVIRONMENTAL QUALITY SECTION 5.501 GENERAL 5.501.1 SCOPE. The provisions of this chapter shall outline means of reducing the quantity of air contaminants that are odorous, irritating, and/or harmful to the comfort and well-being of a building's installers, occupants and neighbors. SECTION 5.502 DEFINITIONS 5.502.1 DEFINITIONS. The following terms are defined in Chapter 2 (and are included here for reference) ARTERIAL HIGHWAY. A general term denoting a highway primarily for through traffic usually on a continuous route. A-WEIGHTED SOUND LEVEL (dBA). The sound pressure level in decibels as measured on a sound level meter using the internationally standardized A-weighting filter or as computed from sound spectral data to which A-weighting adjustments have been made. 1 BTU/HOUR. British thermal units per hour, also referred to as Btu. The amount of heat required to raise one pound of water one degree Fahrenheit per hour, a common measure of heat transfer rate. A ton of refrigeration is 12,000 Btu, the amount of heat required to melt a ton (2,000 pounds) of ice at 320 Fahrenheit. COMMUNITY NOISE EQUIVALENT LEVEL (CNEL). A metric similar to the day-night average sound level (Ldn), except that a 5 decibel adjustment is added to the equivalent continuous sound exposure level for evening hours (7pm to 10pm) in addition to the 10 dB nighttime adjustment used in the Ldn. COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and medium density fiberboard. “Composite wood products” does not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board, glued laminated timber, timber, prefabricated wood I–joists or finger–jointed lumber, all as specified in California Code of Regulations (CCR), Title 17, Section 93120.1(a). Note: See CCR, Title 17, Section 93120.1. DAY-NIGHT AVERAGE SOUND LEVEL (Ldn). The A-weighted equivalent continuous sound exposure level for a 24-hour period with a 10 dB adjustment added to sound levels occurring during nighttime hours (10p.m. to 7 a.m.). DECIBEL (db). A measure on a logarithmic scale of the magnitude of a particular quantity (such as sound pressure, sound power, sound intensity) with respect to a reference quantity. ELECTRIC VEHICLE (EV). An automotive-type vehicle for on-road use, such as passenger automobiles, buses, trucks, vans, neighborhood electric vehicles, electric motorcycles, and the like, primarily powered by an electric motor that draws current from a rechargeable storage battery, fuel cell, photovoltaic array, or other source of electric current. Plug-in hybrid electric vehicles (PHEV) are considered electric vehicles. For purposes of the California Electrical Code, off-road, self-propoelled electric vehicles, such as industrial trucks, hoists, lifts, transports, golf carts, airline ground support equipment, tractors, boats, and the like, are not included. ELECTRIC VEHICLE CHARGING STATION(S) (EVCSj). One or more spaces intended for charging electric vehicles. ELECTRIC VEHICLE SUPPLY EQUIPMENT (EVSE). The conductors, including the ungrounded, grounded, and equipment grounding conductors and the electric vehicle connectors, attachment plugs, and all other fittings, devices, power outlets, or apparatus installed specifically for the purpose of transferring energy between the premises wiring and the electric vehicle. ENERGY EQUIVALENT (NOISE) LEVEL (Leq). The level of a steady noise which would have the same energy as the fluctuating noise level integrated over the time of period of interest. EXPRESSWAY. An arterial highway for through traffic which may have partial control of access, but which may or may not be divided or have grade separations at intersections. FREEWAY. A divided arterial highway with full control of access and with grade separations at intersections. GLOBAL WARMING POTENTIAL (GWP). The radiative forcing impact of one mass-based unit of a given greenhouse gas relative to an equivalent unit of carbon dioxide over a given period of time. Carbon dioxide is the reference compound with a GWP of one. GLOBAL WARMING POTENTIAL VALUE (GWP VALUE). A 100-year GWP value published by the Intergovernmental Panel on Climate Change (IPCC) in either its Second Assessment Report (SAR) (IPCC, 1995); or its Fourth Assessment A-3 Report (AR4) (IPCC, 2007). The SAR GWP values are found in column "SAR (100-yr)" of Table 2.14.; the AR4 GWP values are found in column "100 yr" of Table 2.14. HIGH-GWP REFRIGERANT. A compound used as a heat transfer fluid or gas that is: (a) a chlorofluorocarbon, a hdrochlorofluorocarbon, a hydrofluorocarbon, a perfluorocarbon, or any compound or blend of compounds, with a GWP value equal to or greater than 150, or (B) any ozone depleting substance as defined in Title 40 of the Code of Federal Regulations, Part 82, sec.82.3 (as amended March 10, 2009). LONG RADIUS ELBOW. Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction, with a radius 1.5 times the pipe diameter. LOW-GWP REFRIGERANT. A compound used as a heat transfer fluid or gas that: (A) has a GWP value less than 150, and (B) is not an ozone depleting substance as defined in Title 40 of the Code of Federal Regulations, Part 82, sec.82.3 (as amended March 10, 2009). MERV. Filter minimum efficiency reporting value, based on ASHRAE 52.2–1999. MAXIMUM INCREMENTAL REACTIVITY (MIR). The maximum change in weight of ozone formed by adding a compound to the "Base REactive Organic Gas (ROG) Mixture" per weight of compound added, expressed to hundreths of a gram (g O3/g ROC). PRODUCT-WEIGHTED MIR (PWMIR). The sum of all weighted-MIR for all ingredients in a product subject to this article. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram of product (excluding container and packaging). PSIG. Pounds per square inch, guage. REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute to ozone formation in the troposphere. SCHRADER ACCESS VALVES. Access fittings with a valve core installed. SHORT RADIUS ELBOW. Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction, with a radius 1.0 times the pipe diameter. SUPERMARKET. For the purposes of Section 5.508.2, a supermarket is any retail food facility with 8,000 square feet or more conditioned area, and that utilizes either refrigerated display cases, or walk-in coolers or freezers connected to remote compressor units or condensing units. VOC. A volatile organic compound broadly defined as a chemical compound based on carbon chains or rings with vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically contain hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a). Note: Where specific regulations are cited from different agencies such as SCAQMD, ARB, etc., the VOC definition included in that specific regulation is the one that prevails for the specific measure in question. SECTION 5.504 POLLUTANT CONTROL 5.504.1 TEMPORARY VENTILATION. The permanent HVAC system shall only be used during construction if necessary to condition the building or areas of addition or alteration within the required temperature range for material and equipment installation. If the HVAC system is used during construction, use return air filters with a Minimum Efficiency Reporting Value (MERV) of 8, based on ASHRAE 52.2-1999, or an average efficiency of 30% based on ASHRAE 52.1-1992 Replace all filters immediately prior to occupancy, or, if the building is occupied during alteration, at the conclusion of construction. 5.504.3 Covering of duct openings and protection of mechanical equipment during construction. At the time of rough installation and during storage on the construction site until final startup of the heating, cooling and ventilation equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheetmetal or other methods acceptable to the enforcing agency to reduce the amount of dust, water and debris which may enter the system. 5.410.2.1 Owner's or Owner Representative's Project Requirements (OPR). [N] The expectations and requirements of the building appropriate to its phase shall be documented before the design phase of the project begins. This documentation shall include the following: 1. Environmental and sustainability goals. 2. Building sustainable goals. 3. Indoor environmental quality requirements. 4. Project program, including facility functions and hours of operation, and need for after hours operation. 5. Equipment and systems expectations. 6. Building occupant and operation and maintenance (O&M) personnel expectations. 5.410.2.2 Basis of Design (BOD). [N] A written explanation of how the design of the building systems meets the OPR shall be completed at the design phase of the building project. The Basis of Design document shall cover the following systems: 1. Renewable energy systems. 2. Landscape irrigation systems. 3. Water reuse system. 5.410.2.3 Commissioning plan. [N] Prior to permit issuance a commissioning plan shall be completed to document how the project will be commissioned. The commissioning plan shall include the following: 1. General project information. 2. Commissioning goals. 3. Systems to be commissioned. Plans to test systems and components shall include: a. An explanation of the original design intent. b. Equipment and systems to be tested, including the extent of tests. c. Functions to be tested. d. Conditions under which the test shall be performed. e. Measurable criteria for acceptable performance. 4. Commissioning team information. 5. Commissioning process activities, schedules and responsibilities. Plans for the completion of commissioning shall be included. 5.410.2.4 Functional performance testing. [N] Functional performance tests shall demonstrate the correct installation and operation of each component, system and system-to-system interface in accordance with the approved plans and specifications. Functional performance testing reports shall contain information addressing each of the building components tested, the testing methods utilized, and include any readings and adjustments made. TABLE 5.504.4.1 - ADHESIVE VOC LIMIT1,2 Less Water and Less Exempt Compounds in Grams per Liter ARCHITECTURAL APPLICATIONS CURRENT VOC LIMIT INDOOR CARPET ADHESIVES 50 CARPET PAD ADHESIVES 50 OUTDOOR CARPET ADHESIVES 150 WOOD FLOORING ADHESIVES 100 RUBBER FLOOR ADHESIVES 60 SUBFLOOR ADHESIVES 50 CERAMIC TILE ADHESIVES 65 VCT & ASPHALT TILE ADHESIVES 50 DRYWALL & PANEL ADHESIVES 50 COVE BASE ADHESIVES 50 MULTIPURPOSE CONSTRUCTION ADHESIVES 70 STRUCTURAL GLAZING ADHESIVES 100 SINGLE-PLY ROOF MEMBRANE ADHESIVES 250 OTHER ADHESIVES NOT SPECIFICALLY LISTED 50 SPECIALTY APPLICATIONS PVC WELDING 510 CPVC WELDING 490 ABS WELDING 325 PLASTIC CEMENT WELDING 250 ADHESIVE PRIMER FOR PLASTIC 550 CONTACT ADHESIVE 80 SPECIAL PURPOSE CONTACT ADHESIVE 250 STRUCTURAL WOOD MEMBER ADHESIVE 140 TOP & TRIM ADHESIVE 250 SUBSTRATE SPECIFIC APPLICATIONS METAL TO METAL 30 PLASTIC FOAMS 50 POROUS MATERIAL (EXCEPT WOOD) 50 WOOD 30 FIBERGLASS 80 1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED. 2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168, www.arb.ca.gov/DRDB/SC/CURHTML/R1168.PDF TABLE 5.504.4.2 - SEALANT VOC LIMIT Less Water and Less Exempt Compounds in Grams per Liter SEALANTS CURRENT VOC LIMIT ARCHITECTURAL 250 MARINE DECK 760 NONMEMBRANE ROOF 300 ROADWAY 250 SINGLE-PLY ROOF MEMBRANE 450 OTHER 420 SEALANT PRIMERS ARCHITECTURAL NONPOROUS 250 POROUS 775 MODIFIED BITUMINOUS 500 MARINE DECK 760 OTHER 750 NOTE: FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC CONTENT SPECIFIED IN THESE TABLES, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168. 5.410.2.6 Commissioning report. [N] A report of commissioning process activities undertaken through the design and construction phases of the building project shall be completed and provided to the owner or representative. 5.410.4 TESTING AND ADJUSTING. New buildings less than 10,000 square feet. Testing and adjusting of systems shall be required for new buildings less than 10,000 square feet or new systems to serve an addition or alteration subject to Section 303.1. 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE NONRESIDENTIAL MANDATORY MEASURES, SHEET 3 (July 2024 Supplement) 5.409.3.2 Verification of compliance. Calculations to demonstrate compliance, Type III EPDs for products required to comply, if included in the project, and Worksheet WS-5 signed by the design professional of record shall be provided on the construction documents. Updated EPDs for products used in construction shall be provided to the owner at the close of construction and to the enforcement entity upon request. The enforcing agency may require inspection and inspection reports in accordance with Sections 702.2 and 703.1 during and at completion of construction to demonstrate substantial conformance. Inspection shall be performed by the design professional of record or third party acceptable to the enforcing agency. SECTION 5.410 BUILDING MAINTENANCE AND OPERATIONS 5.410.1 RECYCLING BY OCCUPANTS. Provide readily accessible areas that serve the entire building and are identified for the depositing, storage and collection of non-hazardous materials for recycling, including (at a minimum) paper, corrugated cardboard, glass, plastics, organic waste, and metals or meet a lawfully enacted local recycling ordinance, if more restrictive. Exception: Rural jurisdictions that meet and apply for the exemption in Public Resources Code 42649.82 (a)(2)(A) et seq. shall also be exempt from the organic waste portion of this section. 5.410.1.1 Additions. All additions conducted within a 12-month period under single or multiple permits, resulting in an increase of 30% or more in floor area, shall provide recycling areas on site. Exception: Additions within a tenant space resulting in less than a 30% increase in the tenant space floor area. 5.410.1.2 Sample ordinance. Space allocation for recycling areas shall comply with Chapter 18, Part 3, Division 30 of the Public Resources Code. Chapter 18 is known as the California Solid Waste Reuse and Recycling Access Act of 1991 (Act). Note: A sample ordinance for use by local agencies may be found in Appendix A of the document at the CalRecycle’s web site. 5.410.2.5 Documentation and training. [N] A Systems Manual and Systems Operations Training are required, including Occupational Safety and Health Act (OSHA) requirements in California Code of Regulations (CCR), Title 8, Section 5142, and other related regulations. 5.410.2.5.1 Systems manual. [N] Documentation of the operational aspects of the building shall be completed within the systems manual and delivered to the building owner or representative. The systems manual shall include the following: 1. Site information, including facility description, history and current requirements. 2. Site contact information. 3. Basic operations and maintenance, including general site operating procedures, basic troubleshooting, recommended maintenance requirements, site events log. 4. Major systems. 5. Site equipment inventory and maintenance notes. 6. A copy of verifications required by the enforcing agency or this code. 7. Other resources and documentation, if applicable. 5.410.2.5.2 Systems operations training. [N] A program for training of the appropriate maintenance staff for each equipment type and/or system shall be developed and documented in the commissioning report and shall include the following: 1. System/equipment overview (what it is, what it does and with what other systems and/or equipment it interfaces). 2. Review and demonstration of servicing/preventive maintenance. 3. Review of the information in the Systems Manual. 4. Review of the record drawings on the system/equipment. 5.504.4 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with Sections 5.504.4.1 through 5.504.4.6. 5.504.4.1 Adhesives, sealants and caulks. Adhesives, sealants, and caulks used on the project shall meet the requirements of the following standards: 1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable, or SCAQMD Rule 1168 VOC limits, as shown in Tables 5.504.4.1 and 5.504.4.2. Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and trichloroethylene), except for aerosol products as specified in subsection 2, below. 2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than one pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing with Section 94507. DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE. Y N/A 5.410.2 COMMISSIONING. [N] New buildings 10,000 square feet and over. For new buildings 10,000 square feet and over, building commissioning shall be included in the design and construction processes of the building project to verify that the building systems and components meet the owner’s or owner representative’s project requirements. Commissioning shall be performed in accordance with this section by trained personnel with experience on projects of comparable size and complexity. For I-occupancies that are not regulated by OSHPD or for I-occupancies and L-occupancies that are not regulated y the California Energy Code Section 100.0 Scope, all requirements in Sections 5.410.2 through 5.410.2.6 shall apply. Note: For energy-related systems under the scope (Section 100) of the California Energy Code, including heating, ventilation, air conditioning (HVAC) systems and controls, indoor lighting systems and controls, as well as water heating systems and controls, refer to California Energy Code Section 120.8 for commissioning requirements Commissioning requirements shall include: 1. Owner’s or Owner representative’s project requirements. 2. Basis of design. 3. Commissioning measures shown in the construction documents. 4. Commissioning plan. 5. Functional performance testing. 6. Documentation and training. 7. Commissioning report. Exceptions: 1. Unconditioned warehouses of any size. 2. Areas less than 10,000 square feet used for offices or other conditioned accessory spaces within unconditioned warehouses. 3. Tenant improvements less than 10,000 square feet as described in Section 303.1.1. 4. Open parking garages of any size, or open parking garage areas, of any size, within a structure. Note: For the purposes of this section, unconditioned shall mean a building, area or room which does not provide heating and/or air conditioning. Informational Notes: 1. . Functional performance testing for heating, ventilation, air conditioning systems and lighting controls must be performed in compliance with the California Energy Code. 5.410.4.4 Reporting. After completion of testing, adjusting and balancing, provide a final report of testing signed by the individual responsible for performing these services. 5.410.4.5 Operation and maintenance (O & M) manual. Provide the building owner or representative with detailed operating and maintenance instructions and copies of guaranties/warranties for each system. O & M instructions shall be consistent with OSHA requirements in CCR, Title 8, Section 5142, and other related regulations. 5.410.4.5.1 Inspections and reports. Include a copy of all inspection verifications and reports required by the enforcing agency. RESPON. Y N/A Y N/A Y N/A PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY Y = YES N/A = NOT APPLICABLE RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.) 1. The GWP values of the products listed in Table 5.409.3 are based on 175 percent of Buy Clean California Act (BCCA) GWP values, except for concrete products which are not included in the BCCA. 2. For concrete, 175 percent of the National Ready Mixed Concrete Association (NRMCA) 2022 version 3 Pacific Southwest regional benchmark values are used for the GWP allowed, except for High Early Strength. 3. Concrete High Early Strength ready-mixed shall be calculated at 130 percent of the ready-mixed concrete GWP allowed values for each product category. 5.409.3.1 Products shall not exceed the maximum GWP value specified in Table 5.409.3. Exception: Concrete may be considered one product category to meet compliance with this section. A weighted average of the maximum GWP for all concrete mixes installed in the project shall be less than the weighted average maximum GWP allowed per Table 5.409.3 using Exception Equation 5.409.3.1. Calculations shall be performed with consistent units of measurement for the material quantity and the GWP value. For the purposes of this exception, industry-wide EPDs are acceptable. Exception EQUATION 5.409.3.1 GWPn < GWPallowed where GWPn = Σ (GWPn)(vn) and GWPallowed = Σ (GWPallowed)(vn) and n = each concrete mix installed in the project GWPn = the GWP for concrete mix n per concrete mix EPD, in kg CO2e/m3 GWPallowed = the GWP potential allowed for concrete mix n per Table 5.409.3 vn = the volume of concrete mix n installed in the project, in m3 TABLE 5.409.3 PRODUCT GWP LIMITS BUY CLEAN CALIFORNIA MATERIALS PRODUCT CATEGORY1 MAXIMUM ACCEPTABLE GWP VALUE (unfabricated) (GWPallowed) UNIT OF MEASUREMENT Hot-rolled structural steel sections 1.77 MT CO2e/MT Hollow structural sections 3.00 MT CO2e/MT Steel plate 2.61 MT CO2e/MT Concrete reinforcing steel 1.56 MT CO2e/MT Flat glass 2.50 kg CO2e/MT Light-density mineral wool board insulation 5.83 kg CO2e/MT Heavy-density mineral wool board insulation 14.28 kg CO2e/MT Concrete, Ready-Mixed2, 3 CONCRETE PRODUCT CATEGORY MAXIMUM GWP ALLOWED VALUE (GWPallowed) UNIT OF MEASUREMENT up to 2499 psi 450 kg CO2e/m3 2500−3499 psi 489 kg CO2e/m3 3500−4499 psi 566 kg CO2e/m3 4500−5499 psi 661 kg CO2e/m3 5500−6499 psi 701 kg CO2e/m3 6500 psi and greater 799 kg CO2e/m3 Concrete, Lightweight Ready-Mixed2 CONCRETE PRODUCT CATEGORY MAXIMUM GWP ALLOWED VALUE (GWPallowed) UNIT OF MEASUREMENT up to 2499 psi 875 kg CO2e/m3 2500−3499 psi 956 kg CO2e/m3 3500−4499 psi 1039 kg CO2e/m3 5.409.2 Whole building life cycle assessment. Projects shall conduct a cradle-to-grave whole building life cycle assessment performed in accordance with ISO 14040 and ISO 14044, excluding operating energy, and demonstrating a minimum 10-percent reduction in global warming potential (GWP) as compared to a reference baseline building of similar size, function, complexity, type of construction, material specification, and location that meets the requirements of the California Energy Code currently in effect. Software used to conduct the whole building life cycle assessment, including reference baseline building, shall have a data set compliant with ISO 14044, and ISO 21930 or EN 15804, and the software shall conform to ISO 21931 and/or EN 15978. The software tools and data sets shall be the same for evaluation of both the baseline building and the proposed building. Notes: 1. Software for calculating whole building life cycle assessment is available for free at Athena Sustainable Materials Institute (https://calculatelca.com/software/impact-estimator/) and OneClick LCA-Planetary (www.oneclicklca.com/planetary). Paid versions include, but are not limited to, Sphera GaBi Solutions (gabi.sphera.com), SimaPro (simapro.com), One-Click LCA (www.oneclicklca.com) and Tally for Revit (apps.autodesk.com). 2. ASTM E2921-22 “Standard Practice for Minimum Criteria for Comparing Whole Building Life Cycle Assessments for Use with Building Codes, Standards, and Rating Systems” may be consulted for the assessment. 3. In addition to the required documentation specified in Section 5.409.2.3, Worksheet WS-9 may be required by the enforcing entity to demonstrate compliance with the requirements. 5.409.2.1 Building components. Building enclosure components included in the assessment shall be limited to glazing assemblies, insulation, and exterior finishes. Primary and secondary structural members included in the assessment shall be limited to footings and foundations, and structural columns, beams, walls, roofs, and floors. 5.409.2.2 Reference study period. The reference study period of the proposed building shall be equal to the reference baseline building and shall be 60 years. 5.409.2.3 Verification of compliance. A summary of the GWP analysis produced by the software and Worksheet WS-4 signed by the design professional of record shall be provided in the construction documents as documentation of compliance. A copy of the whole building life cycle assessment which includes the GWP analysis produced by the software, in addition to maintenance and training information, shall be included in the operation and maintenance manual and shall be provided to the owner at the close of construction. The enforcing agency may require inspection and inspection reports in accordance with Sections 702.2 and 703.1 during and at completion of construction to demonstrate substantial conformance. Inspection shall be performed by the design professional of record or third party acceptable to the enforcing agency. 5.409.3 Product GWP compliance—prescriptive path. Each product that is permanently installed and listed in Table 5.409.3 shall have a Type III environmental product declaration (EPD), either product-specific or factory-specific. SECTION 5.503 FIREPLACES 5.503.1 FIREPLACES. Install only a direct-vent sealed-combustion gas or sealed wood-burning fireplace, or a sealed woodstove or pellet stove, and refer to residential requirements in the California Energy Code, Title 24, Part 6, Subchapter 7, Section 150. Woodstoves, pellet stoves and fireplaces shall comply with applicable local ordinances. 5.503.1.1 Woodstoves. Woodstoves and pellet stoves shall comply with U.S. EPA New Source Performance Standards (NSPS) emission limits as applicable, and shall have a permanent label indicating they are certified to meet the emission limits. 5.410.4.2 (Reserved) Note: For energy-related systems under the scope (Section 100) of the California Energy Code, including heating, ventilation, air conditioning (HVAC) systems and controls, indoor lighting system and controls, as well as water heating systems and controls, refer to California Energy Code Section 120.8 for commissioning requirements and Sections 120.5, 120.6, 130.4, and 140.9(b)3 for additional testing requirements of specific systems. 5.410.4.2 Systems. Develop a written plan of procedures for testing and adjusting systems. Systems to be included for testing and adjusting shall include at a minimum, as applicable to the project: 1. Renewable energy systems. 2. Landscape irrigation systems. 3. Water reuse systems. 5.410.4.3 Procedures. Perform testing and adjusting procedures in accordance with manufacturer's specifications and applicable standards on each system. 5.410.4.3.1 HVAC balancing. In addition to testing and adjusting, before a new space-conditioning system serving a building or space is operated for normal use, the system shall be balanced in accordance with the procedures defined by the Testing Adjusting and Balancing Bureau National Standards; the National Environmental Balancing Bureau Procedural Standards; Associated Air Balance Council National Standards or as approved by the enforcing agency. FACILITIES BLDG CA GREEN BUILDING STANDARDS XX X OWNER X X CONTRACTOR X X CONTRACTOR X CONTRACTOR X CONTRACTOR November 10, 2025 Packet Pg. 845
LLJW The City of Good Living CI TY OF SAN CARLOS CA L I FOR N I A DOWNTOWN PLAN IMPLEMENTATION PHASE IA - HARRINGTON PARK CONSTRUCTION DOCUMENTATION CIVIL ENGINEER CSW|ST2 504 REDWOOD BLVD, STE 310, NOVATO, CA 94947 415.883.9850 ARCHITECT | ENGINEER WARE ASSOCIATES, INC. 440 GRAND AVE, STE 250 OAKLAND, CA 94610 510.992.9888 WARE-ARCHITECTS.COM ELECTRICAL ENGINEER AURUM CONSULTING ENGINEERS 404 W FRANKLIN ST, STE 100, MONTEREY, CA 93940 831.646.3336 WATER FEATURE FLUIDITY DESIGN 724 S SPRING ST #1401, LOS ANGELES, CA 90014 213.739.9291 IRRIGATION DESIGN RMA 2670 CAMINO DIABLO, WALNUT CREEK, CA 94597 925.939.3985 LIGHTING DESIGN HLB LIGHTING 785 MARKET ST, STE 800, SAN FRANCISCO, CA 94103 415.348.8273 AUDIOVISUAL SALTER 130 SUTTER ST, FLOOR 5, SAN FRANCISCO, CA 94104 415.397.0442 LANDSCAPE ARCHITECT WALLACE ROBERTS & TODD, INC 120 2ND ST, 3RD FLOOR SAN FRANCISCO, CA 94105 415.575.4722 WRTDESIGN.COM OWNER CITY OF SAN CARLOS 600 ELM STREET SAN CARLOS, CA 94070 650.802.4264 8976.01 - DOWNTOWN IMPLEMENTATION PHASE 1A - 700 LAUREL ST AND HARRINGTON PARK DATE: 10/30/25 DRAWN BY: CHECKED BY: Sheet Title: Sheet # REVISIONS DATE 12345 6 75% SUBMITTAL / BUILDING PERMIT 09/10/25 CANOPY/PAVILION STRUCTURAL ENGINEER STRUCTURECRAFT BUILDERS USA INC. 2225 N. 56TH STREET SEATTLE, WA 98103 100% SUBMITTAL / BID SET 10/30/25 L I CENSED A RCH I T ECT JOHN QUINLAN WARENo. C 32436 STATE OF CAL IFORNIA Renewal Date A2-007 5.504.4.3 Paints and coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Coatings Suggested Control Measure, as shown in Table 5.504.4.3, unless more stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories listed in Table 5.504.4.3 shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss coating, based on its gloss, as defined in Subsections 4.21, 4.36 and 4.37 of the 2007 California Air Resources Board Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat-High Gloss VOC limit in Table 5.504.4.3 shall apply. 5.504.4.3.1 Aerosol Paints and coatings. Aerosol paints and coatings shall meet the PWMIR Limits for ROC in Section 94522(a)(3) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(c)(2) and (d)(2) of California Code of Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation 8 Rule 49. 5.504.4.5 Composite wood products. Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the buildings shall meet the requirements for formaldehyde as specified in ARB's Air Toxics Control Measure (ATCM) for Composite Wood (17 CCR 93120 et seq.). Those materials not exempted under the ATCM must meet the specified emission limits, as shown in Table 5.504.4.5. 5.504.4.5.3 Documentation. Verification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following: 1. Product certifications and specifications. 2. Chain of custody certifications. 3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see CCR, Title 17, Section 93120, et seq.). 4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered Wood Association, the Australian AS/NZS 2269 or European 636 3S standards. 5. Other methods acceptable to the enforcing agency. SPECIALTY COATINGS ALUMINUM ROOF COATINGS 400 BASEMENT SPECIALTY COATINGS 400 BITUMINOUS ROOF COATINGS 50 BITUMINOUS ROOF PRIMERS 350 BOND BREAKERS 350 CONCRETE CURING COMPOUNDS 350 CONCRETE/MASONRY SEALERS 100 DRIVEWAY SEALERS 50 DRY FOG COATINGS 150 FAUX FINISHING COATINGS 350 FIRE RESISTIVE COATINGS 350 FLOOR COATINGS 100 FORM-RELEASE COMPOUNDS 250 GRAPHIC ARTS COATINGS (SIGN PAINTS) 500 HIGH-TEMPERATURE COATINGS 420 INDUSTRIAL MAINTENANCE COATINGS 250 LOW SOLIDS COATINGS1 120 MAGNESITE CEMENT COATINGS 450 MASTIC TEXTURE COATINGS 100 METALLIC PIGMENTED COATINGS 500 MULTICOLOR COATINGS 250 PRETREATMENT WASH PRIMERS 420 PRIMERS, SEALERS, & UNDERCOATERS 100 REACTIVE PENETRATING SEALERS 350 RECYCLED COATINGS 250 ROOF COATINGS 50 RUST PREVENTATIVE COATINGS 250 SHELLACS: CLEAR 730 OPAQUE 550 SPECIALTY PRIMERS, SEALERS & UNDERCOATERS 100 STAINS 250 STONE CONSOLIDANTS 450 SWIMMING POOL COATINGS 340 TRAFFIC MARKING COATINGS 100 TUB & TILE REFINISH COATINGS 420 WATERPROOFING MEMBRANES 250 WOOD COATINGS 275 WOOD PRESERVATIVES 350 ZINC-RICH PRIMERS 340 1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER & EXEMPT COMPOUNDS 2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE. 3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD. TABLE 5.504.4.5 - FORMALDEHYDE LIMITS1 MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION PRODUCT CURRENT LIMIT HARDWOOD PLYWOOD VENEER CORE 0.05 HARDWOOD PLYWOOD COMPOSITE CORE 0.05 PARTICLE BOARD 0.09 MEDIUM DENSITY FIBERBOARD 0.11 THIN MEDIUM DENSITY FIBERBOARD2 0.13 1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333. FOR ADDITIONAL INFORMATION, SEE CALIFORNIA CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12. 2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5/16 INCHES (8 MM). 5.508.2.6 Evacuation. The system shall be evacuated after pressure testing and prior to charging. 5.508.2.6.1 First vacuum. Pull a system vacuum down to at least 1000 microns (+/- 50 microns), and hold for 30 minutes. 5.508.2.6.2 Second vacuum. Pull a second system vacuum to a minimum of 500 microns and hold for 30 minutes. 5.508.2.6.3 Third vacuum. Pull a third vacuum down to a minimum of 300 microns, and hold for 24 hours with a maximum drift of 100 microns over a 24-hour period. CHAPTER 7 INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS 702 QUALIFICATIONS 702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the proper installation of HVAC systems including ducts and equipment by a nationally or regionally recognized training or certification program. Uncertified persons may perform HVAC installations when under the direct supervision and responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems. Examples of acceptable HVAC training and certification programs include but are not limited to the following: 1. State certified apprenticeship programs. 2. Public utility training programs. 3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations. 4. Programs sponsored by manufacturing organizations. 5. Other programs acceptable to the enforcing agency. 702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to other certifications or qualifications acceptable to the enforcing agency, the following certifications or education may be considered by the enforcing agency when evaluating the qualifications of a special inspector: 1. Certification by a national or regional green building program or standard publisher. 2. Certification by a statewide energy consulting or verification organization, such as HERS raters, building performance contractors, and home energy auditors. 3. Successful completion of a third party apprentice training program in the appropriate trade. 4. Other programs acceptable to the enforcing agency. Notes:1. Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate homes in California according to the Home Energy Rating System (HERS). [BSC-CG] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition, the special inspector shall have a certification from a recognized state, national or international association, as determined by the local agency. The area of certification shall be closely related to the primary job function, as determined by the local agency. Note: Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 703 VERIFICATIONS 703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is not limited to, construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency which demonstrate substantial conformance. When specific documentation or special inspection is necessary to verify compliance, that method of compliance will be specified in the appropriate section or identified applicable checklist. 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE NONRESIDENTIAL MANDATORY MEASURES, SHEET 4 (July 2024 Supplement) SECTION 5.505 INDOOR MOISTURE CONTROL 5.505.1 INDOOR MOISTURE CONTROL. Buildings shall meet or exceed the provisions of California Building Code, CCR, Title 24, Part 2, Sections 1202 (Ventilation) and Chapter 14 (Exterior Walls). For additional measures, see Section 5.407.2 of this code. SECTION 5.506 INDOOR AIR QUALITY 5.506.1 OUTSIDE AIR DELIVERY. For mechanically or naturally ventilated spaces in buildings, meet the minimum requirements of Section 120.1 (Requirements For Ventilation) of the California Energy Code, or the applicable local code, whichever is more stringent, and Division 1, Chapter 4 of CCR, Title 8. 5.506.2 CARBON DIOXIDE (CO2) MONITORING. For buildings or additions equipped with demand control ventilation, CO2 sensors and ventilation controls shall be specified and installed in accordance with the requirements of the California Energy Code, Section 120(c)(4). 5.506.3 Carbon dioxide (CO2) monitoring in classrooms. (DSA-SS) Each public K-12 school classroom, as listed in Table 120.1-A of the California Energy Code, shall be equipped with a carbon dioxide monitor or sensor that meets the following requirements: 1. The monitor or sensor shall be permanently affixed in a tamper-proof manner in each classroom between 3 and 6 feet (914 mm and 1829 mm) above the floor and at least 5 feet (1524 mm) away from door and operable windows. 2. When the monitor or sensor is not integral to an Energy Management Control System (EMCS), the monitor or sensor shall display the carbon dioxide readings on the device. When the sensor is integral to an EMCS, the carbon dioxide readings shall be available to and regularly monitored by facility personnel. 3. A monitor shall provide notification though a visual indicator on the monitor when the carbon dioxide levels in the classroom have exceeded 1,100ppm. A sensor integral to an EMCS shall provide notification to facility personnel through a visual and/or audible indicator when the carbon dioxide levels in the classroom have exceeded 1,100ppm. 4. The monitor or sensor shall measure carbon dioxide levels at minimum 15- minute intervals and shall maintain a record of previous carbon dioxide measurements of not less than 30 days duration. 5. The monitor or sensor used to measure carbon dioxide levels shall have the capacity to measure carbon dioxide levels with a range of 400ppm to 2000ppm or greater. 6. The monitor or sensor shall be certified by the manufacturer to be accurate within 75ppm at 1,000ppm carbon dioxide concentration and shall be certified by the manufacturer to require calibration no more frequently than once every 5 years. SECTION 5.507 ENVIRONMENTAL COMFORT 5.507.4 ACOUSTICAL CONTROL. Employ building assemblies and components with Sound Transmission Class (STC) values determined in accordance with ASTM E 90 and ASTM E 413, or Outdoor-Indoor Sound Transmission Class (OITC) determined in accordance with ASTM E 1332, using either the prescriptive or performance method in Section 5.507.4.1 or 5.507.4.2. Exception: Buildings with few or no occupants or where occupants are not likely to be affected by exterior noise, as determined by the enforcement authority, such as factories, stadiums, storage, enclosed parking structures and utility buildings. Exception: [DSA-SS] For public schools and community colleges, the requirements of this section and all subsections apply only to new construction. 5.507.4.1 Exterior noise transmission, prescriptive method. Wall and roof-ceiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shall meet a composite STC rating of at least 50 or a composite OITC rating of no less than 40, with exterior windows of a minimum STC of 40 or OITC of 30 in the following locations: 1. Within the 65 CNEL noise contour of an airport. Exceptions: 1. Ldn or CNEL for military airports shall be determined by the facility Air Installation Compatible Land Use Zone (AICUZ) plan. 2. Ldn or CNEL for other airports and heliports for which a land use plan has not been developed shall be determined by the local general plan noise element. 2. Within the 65 CNEL or Ldn noise contour of a freeway or expressway, railroad, industrial source or fixed-guideway source as determined by the Noise Element of the General Plan. 5.507.4.1.1. Noise exposure where noise contours are not readily available. Buildings exposed to a noise level of 65 dB Leq - 1-hr during any hour of operation shall have building, addition or alteration exterior wall and roof-ceiling assemblies exposed to the noise source meeting a composite STC rating of at least 45 (or OITC 35), with exterior windows of a minimum STC of 40 (or OITC 30). 5.507.4.2 Performance Method. For buildings located as defined in Section 5.507.4.1 or 5.507.4.1.1, wall and roof-ceiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shall be constructed to provide an interior noise environment attributable to exterior sources that does not exceed an hourly equivalent noise level (Leq-1Hr) of 50 dBA in occupied areas during any hour of operation. 5.507.4.2.1 Site Features. Exterior features such as sound walls or earth berms may be utilized as appropriate to the building, addition or alteration project to mitigate sound migration to the interior. 5.507.4.2.2 Documentation of Compliance. An acoustical analysis documenting complying interior soundlevels shall be prepared by personnel approved by the architect or engineer of record. 5.507.4.3 Interior sound transmission. Wall and floor-ceiling assemblies separating tenant spaces and tenant spaces and public places shall have an STC of at least 40. Note: Examples of assemblies and their various STC ratings may be found at the California Office of Noise Control: www.toolbase.org/PDF/CaseStudies/stc_icc_ratings.pdf. SECTION 5.508 OUTDOOR AIR QUALITY 5.508.1 Ozone depletion and greenhouse gas reductions. Installations of HVAC, refrigeration and fire suppression equipment shall comply with Sections 5.508.1.1 and 5.508.1.2. 5.508.1.1 Chlorofluorocarbons (CFCs). Install HVAC, refrigeration and fire suppression equipment that do not contain CFCs. 5.508.1.2 Halons. Install HVAC, refrigeration and fire suppression equipment that do not contain Halons. 5.508.2 Supermarket refrigerant leak reduction. New commercial refrigeration systems shall comply with the provisions of this section when installed in retail food stores 8,000 square feet or more conditioned area, and that utilize either refrigerated display cases, or walk-in coolers or freezers connected to remote compressor units or condensing units. The leak reduction measures apply to refrigeration systems containing high-global-warming potential (high-GWP) refrigerants with a GWP of 150 or greater. New refrigeration systems include both new facilities and the replacement of existing refrigeration systems in existing facilities. Exception: Refrigeration systems containing low-global warming potential (low-GWP) refrigerant with a GWP value less than 150 are not subject to this section. Low-GWP refrigerants are nonozone-depleting refrigerants that include ammonia, carbon dioxide (CO2), and potentially other refrigerants. 5.508.2.1 Refrigerant piping. Piping compliant with the California Mechanical Code shall be installed to be accessible for leak protection and repairs. Piping runs using threaded pipe, copper tubing with an outside diameter (OD) less than 1/4 inch, flared tubing connections and short radius elbows shall not be used in refrigerant systems except as noted below. 5.508.2.1.1 Threaded pipe. Threaded connections are permitted at the compressor rack. 5.508.2.1.2 Copper pipe. Copper tubing with an OD less than 1/4 inch may be used in systems with a refrigerant charge of 5 pounds or less. 5.508.2.1.2.1 Anchorage. One-fouth-inch OD tubing shall be securely clamped to a rigid base to keep vibration levels below 8 mils. 5.508.2.1.3 Flared tubing connections. Double-flared tubing connections may be used for pressure controls, valve pilot lines and oil. Exception: Single-flared tubing connections may be used with a multiring seal coated with industrial sealant suitable for use with refrigerants and tightened in accordance with manufacturer's recommendations. 5.508.2.1.4 Elbows. Short radius elbows are only permitted where space limitations prohibit use of long radius elbows. 5.508.2.2 Valves. Valves Valves and fittings shall comply with the California Mechanical Code and as follows. 5.508.2.2.1 Pressure relief valves. For vessels containing high-GWP refrigerant, a rupture disc shall be installed between the outlet of the vessel and the inlet of the pressure relief valve. 5.508.2.2.1.1 Pressure detection. A pressure gauge, pressure transducer or other device shall be installed in the space between the rupture disc and the relief valve inlet to indicate a disc rupture or discharge of the relief valve. 5.508.2.2.2 Access valves. Only Schrader access valves with a brass or steel body are permitted for use. 5.508.2.2.2.1 Valve caps. For systems with a refrigerant charge of 5 pounds or more, valve caps shall be brass or steel and not plastic. 5.508.2.2.2.2 Seal caps. If designed for it, the cap shall have a neoprene O-ring in place. 5.508.2.2.2.2.1 Chain tethers. Chain tethers to fit ovr the stem are required for valves designed to have seal caps. Exception: Valves with seal caps that are not removed from the valve during stem operation. 5.508.2.3 Refrigerated service cases. Refrigerated service cases holding food products containing vinegar and salt shall have evaporator coils of corrosion-resistant material, such as stainless steel; or be coated to prevent corrosion from these substances. 5.508.2.3.1 Coil coating. Consideration shall be given to the heat transfer efficiency of coil coating to maximize energy efficiency. 5.508.2.4 Refrigerant receivers. Refrigerant receivers with capacities greater than 200 pounds shall be fitted with a device tha indicates the level of refrigerant in the receiver. 5.508.2.5 Pressure testing. The system shall be pressure tested during installation prior to evacuation and charging. 5.508.2.5.1 Minimum pressure. The system shall be charged with regulated dry nitrogen and appropriate tracer gas to bring system pressure up to 300 psig minimum. 5.508.2.5.2 Leaks. Check the system for leaks, repair any leaks, and retest for pressure using the same gauge. 5.508.2.5.3 Allowable pressure change. The system shall stand, unaltered, for 24 hours with no more than a +/- one pound pressure change from 300 psig, measured with the same gauge. 5.504.4.6 Resilient flooring systems. Where resilient flooring is installed, at least 80 percent of floor area receiving resilient flooring shall meet the requirements of the California Department of Public Health,"Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specifications 01350) See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material 5.504.4.6.1 Verification of compliance. Documentation shall be provided verifying that resilient flooring materials meet the pollutant emission limits. 5.504.4.7 Thermal insulation Comply with the requirements of the California Department of Public Health, "Standard Method of the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers, "Version 1.2, January 1.2, January 2017 (Emission testing method for California Specification 01350). See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material 5.504.4.7.1 Verification of compliance. Documentation shall be provided verifying that thermal insulation materials meet the pollutant emission limits. 5.504.4.8 Acoustical ceiling and wall panels. Comply with the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers, " Version 1.2, January 2017 (Emission testing method for California Specification 01350). See California Department of Public Health's website for certification programs and testing labs. 5.504.4.8.1 Verification of compliance. Documentation shall be provided verifying that acoustical finish materials meet the pollutant emission limits. 5.504.5.3 Filters. In mechanically ventilated buildings, provide regularly occupied areas of the building with air filtration media for outside and return air that provides at least a Minimum Efficiency Reporting Value (MERV) of 13. MERV 13 filters shall be installed prior to occupancy, and recommendations for maintenance with filters of the same value shall be included in the operation and maintenance manual. Exceptions: Existing mechanical equipment. 5.504.5.3.1 Labeling. Installed filters shall be clearly labeled by the manufacturer indicating the MERV rating. 5.504.7 ENVIRONMENTAL TOBACCO SMOKE (ETS) CONTROL. Where outdoor areas are provided for smoking, prohibit smoking within 25 feet of building entries, outdoor air intakes and operable windows and within the building as already prohibited by other laws or regulations; or as enforced by ordinances, regulations or policies of any city, county, city and county, California Community College, campus of the California State University, or campus of the University of California, whichever are more stringent. When ordinances, regulations or policies are not in place, post signage to inform building occupants of the prohibitions. 5.504.4.3.2 Verification. Verification of compliance with this section shall be provided at the request of the enforcing agency. Documentation may include, but is not limited to, the following: 1. Manufacturer's product specification 2. Field verification of on-site product containers 5.504.4.4 Carpet Systems. All carpet installed in the building interior shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers." Version 1.2, January 2017 (Emission testing method for California Specifications 01350). See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material 5.504.4.4.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the California Department of Public Health,"Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers,"Version 1.2, January 2017 (Emission testing method for California Specifications 01350). See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material 5.504.4.4.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 5.504.4.1. DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE. Y N/A RESPON. Y N/A Y N/A Y N/A PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY Y = YES N/A = NOT APPLICABLE RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.) TABLE 5.504.4.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS2,3 GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS COATING CATEGORY CURRENT VOC LIMIT FLAT COATINGS 50 NONFLAT COATINGS 100 NONFLAT HIGH GLOSS COATINGS 150 FACILITIES BLDG CA GREEN BUILDING STANDARDS X OWNER X ARCHITECT & CONTRACTOR X ARCHITECT & CONTRACTOR X ARCHITECT & CONTRACTOR X X ARCHITECT & CONTRACTOR X CONTRACTOR X November 10, 2025 Packet Pg. 846
LLJW The City of Good Living CI TY OF SAN CARLOS CA L I FOR N I A DOWNTOWN PLAN IMPLEMENTATION PHASE IA - HARRINGTON PARK CONSTRUCTION DOCUMENTATION CIVIL ENGINEER CSW|ST2 504 REDWOOD BLVD, STE 310, NOVATO, CA 94947 415.883.9850 ARCHITECT | ENGINEER WARE ASSOCIATES, INC. 440 GRAND AVE, STE 250 OAKLAND, CA 94610 510.992.9888 WARE-ARCHITECTS.COM ELECTRICAL ENGINEER AURUM CONSULTING ENGINEERS 404 W FRANKLIN ST, STE 100, MONTEREY, CA 93940 831.646.3336 WATER FEATURE FLUIDITY DESIGN 724 S SPRING ST #1401, LOS ANGELES, CA 90014 213.739.9291 IRRIGATION DESIGN RMA 2670 CAMINO DIABLO, WALNUT CREEK, CA 94597 925.939.3985 LIGHTING DESIGN HLB LIGHTING 785 MARKET ST, STE 800, SAN FRANCISCO, CA 94103 415.348.8273 AUDIOVISUAL SALTER 130 SUTTER ST, FLOOR 5, SAN FRANCISCO, CA 94104 415.397.0442 LANDSCAPE ARCHITECT WALLACE ROBERTS & TODD, INC 120 2ND ST, 3RD FLOOR SAN FRANCISCO, CA 94105 415.575.4722 WRTDESIGN.COM OWNER CITY OF SAN CARLOS 600 ELM STREET SAN CARLOS, CA 94070 650.802.4264 8976.01 - DOWNTOWN IMPLEMENTATION PHASE 1A - 700 LAUREL ST AND HARRINGTON PARK DATE: 10/30/25 DRAWN BY: CHECKED BY: Sheet Title: Sheet # REVISIONS DATE 12345 6 75% SUBMITTAL / BUILDING PERMIT 09/10/25 CANOPY/PAVILION STRUCTURAL ENGINEER STRUCTURECRAFT BUILDERS USA INC. 2225 N. 56TH STREET SEATTLE, WA 98103 100% SUBMITTAL / BID SET 10/30/25 L I CENSED A RCH I T ECT JOHN QUINLAN WARENo. C 32436 STATE OF CAL IFORNIA Renewal Date 4/28/2025 1817 11 4 9 16 A2-008 RESTROOM ADA CODE COMPLIANCE STANDARD DIAPER CHANGING STATION 0 6" 1' 2' 2412 ZADA31 A. FRONT ELEVATION B. SIDE ELEVATION 28 3 4" MAX. 48" MAX. to top of handle or grip where occurs Wall base where scheduled 27" MIN., CLR. knee space when open 28" MIN. to top of counter 34" MAX. to un-weighted state F.F. 4" MAX. projection Finish face of wall 4" MAX. overlap in deployed position 44" MIN. accessible route in multi-user toilet rooms Note: Diaper changing units shall not be installed in wheelchair accessible toilet compartments unless it is otherwise technically infeasible elsewhere. Diaper changing units shall not be installed where in open or closed position, it would overlap the clear floor area required at a door or accessible fixture. 19" MIN. (25" MAX.) Toe clearance 19" MIN. (25" MAX.) Toe clearance Open Position Closed Position 52" MIN. wainscot recommended at diaper changing station 0 6" 1' 2' 2412 ZADA36 F.F. F.F. 18" MIN. ℄ Note: 40 MAX. height above finish floor to highest user operable part or control. 17" MIN. to 19" MAX. 30" MIN. CLR. Locate wall-mounted paper towel dispenser outside of required clear floor space & accessible path of travel, TYP. Face of finished wall Wall mounted accessible lavatory Clear floor space (shown dashed) Face of finished wall 9" MIN. 6" MAX. 10" MAX. 17" MIN. to 19" MAX. Clear knee space (shown dashed) 27" MIN. not including dip for overflow 29" MIN. 34" MAX. 18" MIN. A. PLAN B. FRONT ELEVATION ℄ 15" MIN. ℄ 40" MAX. TO CONTROL 40" MAX. TO CONTROL 34" MAX. to rim 40" MAX. to reflective edge 60" MIN. to top of reflective edge (74" Recommended) Finish face of wall where occurs Accessible wall mounted mirror Faucet with accessible levers operable with one hand without requiring tight grasping, pinching or twisting of the wrist. the force required to activate the controls shall be no greater than 5 LBF. Wall mounted accessible lavatory Manual roll advance where occurs on side of dispenser Wall mounted liquid soap dispenser (4" MAX. projection from finish face of wall) Wall base as scheduled Insulate or cover exposed hot water and drain pipes under lavatory ℄ C. SIDE ELEVATION STANDARD ACCESSIBLE WALL-MOUNTED SINK W/ MANUAL FAUCET CONTROLS 13" MAX. F.F. Clear knee space (shown dashed) 27" 34" Wall mounted accessible lavatory C. SIDE ELEVATION WITH CANE DETECTABLE PANELS 14" S.S. cane detectable panel welded to each side of lavatory, all edges rounded and smoothed, 30" MIN. clear between panels. 1012" 7"R5 8" Note: Water supply and drain pipes shall be insulated or otherwise configured to protect against contact. There shall be no sharp or abrasive surfaces under lavatories and sinks 24" MAX. 33 4" R2" MISCELLANEOUS ACCESSORY DETAILS 0 6" 1' 2' 2412 ZADA32 B. Semi-recessed stainless steel waste receptacle 24" to 36" 40" MAX. 15" MIN 48" MAX. 60" D. Wall mounted coat hooks provide at least 2 coat hooks-mounted high & low as shown. (4" MAX. projection from finish face of wall) E. Napkin/tampon vendor dispenser 40" MAX. 19" MIN. to to controls dispenser outlet 27" MAX. if dispenser projects >4" from wall A. Wall mounted automatic hand dryer 40" MAX. C. Shelf 40" MIN. to 48" MAX. STANDARD ACCESSIBLE WALL MOUNTED TOILET 0 6" 1' 2' 2412 ZADA35 F.F. F.F. NOTE: 40 MAX. height above finish floor to highest user operable part or control A. PLAN B. FRONT ELEVATION C. SIDE ELEVATION 18" MIN. ℄ 17" MIN. - 18" MAX. ℄ 60" MIN. CLR. floor space (>66" where side partition occurs and 9" H x 6" D toes space is not provided) 25" MIN. 48" MIN. Maneuvering space Lavatory where occursClear floor space (shown dashed) 19" MIN. to outlet 38" 5'-0" 12" MIN. ℄ 17" to 19" to T.O. seat 19" MIN. 33" MIN. to 36" MAX. 12" MAX.℄ 4" MIN. CLR. 42" MIN. Grab bar 54" MIN. Finish face of wall Surface mounted roll toilet tissue dispenser 7" MIN. (9" MAX.) Wainscot where scheduled ℄ ℄ 33" MIN. to 36" MAX. Wainscot where 17 scheduled 12" 19" MIN. to40" MAX. 2" MIN., CLR. 12" MIN. ℄ 24" MIN. 36" MIN. Grab bar℄ ℄ Verify mounting requirements in field - each grab bar shall support a minimum of 250 LBS., TYP. in any direction 1 12" Finish face of wall D. STANDARD GRAB BAR Surface mounted toilet seat cover dispenser (4" MAX. projection from finish face of wall) Wall base as scheduled 60" MIN. CLR. floor space (>66" where side partition occurs and 9" H x 6" D toes space is not provided) Surface mounted sanitary napkin disposal where occurs (4" MAX. projection from finish face of wall) 1 14" to 1 12" nominal diameter, TYP. OSHPD NOTE The use of automatic flushometer will obstruct the placement of the rear grab bar at 33" centered above finish floor as required per CBC section 1115B.4.1 Item 3.2. An alternate method of compliance shall be submitted to OSHPD to allow the rear grab bar to mounted at 36" centered above the finish cloor with a space between the grab bar and the top of the flushometer to be no less than 1 12" clear as equivalent facilitation since the building code does allow for the rear grab bar to mounted up to 36" for tank type toilets. Title II (28 CFR Part 35) ADA Accessibility Guidelines for buildings and facilities (ADAAG), Latest Edition, Section 4.17.6 & FIG. 29(a) permit the rear grab bar to be mounted at from 33" to 36" center above finish floor regardless of the type of toilet used. Finish face of wall Vandal resistant coat hook where occurs; provide at least 2 coat hooks - mount one high & one low as shown Surface mounted sanitary napkin disposal where occurs (4" MAX. projection from finish face of wall) 114" - 112" Ø Wall mounted grab bar T.O. Bar, TYP. 59" MIN. CLR floor space 1 12" MIN. CLR. STANDARD ACCESSIBLE URINAL 0 6" 1' 2' ZADA30 A. SIDE ELEVATION B. PLAN ℄ ℄ ℄ 18" 18" 13 12" MIN. 17" MAX. 14" MIN. - 17" MAX. 60" MIN. 12" MAX. 6" MIN. 18" MIN. Finish face of wall F.F. Accessible urinal with elongated rim Hands-free, electronic sensor operated, flush activator U.O.N. Wall mounted urinal partition where occurs, TYP. Finish face of wall Partition depth 14" MIN. 17" MAX. 30" MIN., CLR. (36" MIN., CLR. if partition depth is more than 24") Location of accessible urinals are identified in plans & elevations. Any additional urinals in the same washroom shall be mounted so that the rim is 24" A.F.F. 48" MIN., CLR. Clear floor space (shown dashed) ZADA06 LOW FOUNTAIN: 36" MAX.

HIGH FOUNTAIN: 38" - 43" Wall shown transparent for clarity 6" MAX. 27" MIN.
32" MIN. clear (36" MIN. if alcove depth > 24") 5" MAX. 18" - 25" NOT TO SCALE TYPICAL DRINKING FOUNTAIN 15" MIN. AT ALCOVE 18" - 19" November 10, 2025 Packet Pg. 847
LLJW The City of Good Living CI TY OF SAN CARLOS CA L I FOR N I A DOWNTOWN PLAN IMPLEMENTATION PHASE IA - HARRINGTON PARK CONSTRUCTION DOCUMENTATION CIVIL ENGINEER CSW|ST2 504 REDWOOD BLVD, STE 310, NOVATO, CA 94947 415.883.9850 ARCHITECT | ENGINEER WARE ASSOCIATES, INC. 440 GRAND AVE, STE 250 OAKLAND, CA 94610 510.992.9888 WARE-ARCHITECTS.COM ELECTRICAL ENGINEER AURUM CONSULTING ENGINEERS 404 W FRANKLIN ST, STE 100, MONTEREY, CA 93940 831.646.3336 WATER FEATURE FLUIDITY DESIGN 724 S SPRING ST #1401, LOS ANGELES, CA 90014 213.739.9291 IRRIGATION DESIGN RMA 2670 CAMINO DIABLO, WALNUT CREEK, CA 94597 925.939.3985 LIGHTING DESIGN HLB LIGHTING 785 MARKET ST, STE 800, SAN FRANCISCO, CA 94103 415.348.8273 AUDIOVISUAL SALTER 130 SUTTER ST, FLOOR 5, SAN FRANCISCO, CA 94104 415.397.0442 LANDSCAPE ARCHITECT WALLACE ROBERTS & TODD, INC 120 2ND ST, 3RD FLOOR SAN FRANCISCO, CA 94105 415.575.4722 WRTDESIGN.COM OWNER CITY OF SAN CARLOS 600 ELM STREET SAN CARLOS, CA 94070 650.802.4264 8976.01 - DOWNTOWN IMPLEMENTATION PHASE 1A - 700 LAUREL ST AND HARRINGTON PARK DATE: 10/30/25 DRAWN BY: CHECKED BY: Sheet Title: Sheet # REVISIONS DATE 12345 6 75% SUBMITTAL / BUILDING PERMIT 09/10/25 CANOPY/PAVILION STRUCTURAL ENGINEER STRUCTURECRAFT BUILDERS USA INC. 2225 N. 56TH STREET SEATTLE, WA 98103 100% SUBMITTAL / BID SET 10/30/25 L I CENSED A RCH I T ECT JOHN QUINLAN WARENo. C 32436 STATE OF CAL IFORNIA Renewal Date RESTROOM UPDATE 4/28/2025 15 7 6 3 8 A2-009 RESTROOM ADA CODE COMPLIANCE 0 1 2 4 2412 ZADA55 ALL-GENDER RESTROOM DOOR IDENTIFICATION SIGNAGE EQ. 12" DIA. C. ALL-GENDER RESTROOM SIGN EQ. SIGN NOTES FOR DARK COLORED DOORS: A. Triangular sign material shall be 14" melamine with square polished and eased edges. Triangular shape shall be secured on top of circular acrylic sheet (B) with VHB sheet adhesive. B. Circular sign material shall be 14" thick melamine with polished and eased edges. all interior door mounted signs shall be adhered to door with non-staining silicone sealant and foam tape without any mechanical fasteners, U.O.N. C. Unless otherwise noted, background color sign shall be white and 70% R.L.V. (reflected light value) contrasting color with adjacent door & sign surfaces. All signage finishes shall be non-glare matte or eggshell. D. Unless otherwise noted, triangle color shall be blue to match color #15090 in Federal Standard 595C. All signage finishes shall be non-glare matte or eggshell. Hidden fasteners Sign Door Symbols BC A 18" Radius, TYP. D 0 3 6 12 2412 ZADA40 SIGNAGE45° F.F. A CENTER OF SIGN B 1. Wall mount adjacent to latch side of door. 2. Inactive leaf of a double door with a single active leaf. 3. The right side of a double door with 2 active leafs. 4. where there is no wall space on the latch side of a single door or right side of a double door, sign shall be located on the nearest adjacent wall coordinate location with Owner's Representative & Architect. Note: See detail 8 on sheet A2-009 for Tactile signage detail & see detail 6 on sheet A2-009 for Mounting requirements. B. CLEAR FLOOR AREA REQUIREMENTS - PLAN - N.T.S. 18" MIN. 18" MIN. EQ. EQ. EQ. EQ. 9" MIN. Wall mounted signage Clear floor area centered on tactile characters of sign Wall base as scheduled Bottom of door flush & smooth on push side with no protuding hardware kickplate where occurs Accessible restroom door signage - see detail 7/- A. DOOR ELEVATION - N.T.S. ℄℄ 59" TYP. TYPICAL ACCESSIBLE RESTROOMSee detail 8/- 60" MAX. from baseline of highest line of
raised characters A.F.F.
48" MIN. from baseline
of lowest Braille cells A.F.F. ALL GENDER RESTROOM 0 6" 1 2 ALL-GENDER RESTROOM WALL IDENTIFICATION SIGNAGE 2412 ZADA54 A. ALL-GENDER RESTROOM SIGN (SEE ELEVATIONS FOR LOCATIONS) RESTROOM SIGNAGE NOTES: A. Sign material shall be 14" thick melamine, U.O.N. with eased edges. All interior wall mounted signs shall be adhered to wall with non-staining silicone sealant and foam tape and mechanical fasteners, U.O.N. B. Unless otherwise noted, background color shall be 70% MIN. R.L.V. (reflected light value) with sign background. Typical text and graphics text shall be white, U.O.N. Typical background color shall be blue to match color #15090 in Federal Standard 595C U.O.N. All signage finishes shall be non-glare matte or eggshell. C. 132" MIN. raised pictograms. Pictogram color shall be 70% MIN. R.L.V. Pictograms shall be located in a 6" min. high field with no tactile characters within the field. D. Helvetica medium, upper case letters raised 132" MIN. & 70% MIN. R.L.V. - color to match pictograms/symbols above. Text to be 5 8" MIN., 2" MAX. for visual and tactile characters. Text to be centered on sign. Character proportion width to height ratio shall be selected from fonts where the width of the uppercase letter "0" is 55% MIN. and 110% MAX. of the height of the uppercase letter "I". Stroke width to height ratio shall be between 1:10 & 1:15 based on uppercase letter "I". E. Contracted grade 2 bead braille translation (in lower case). Translation of text above and raise 132" MIN. center justify braille on sign. Contractor to verify correct braille and sign in shop drawings. F. Provide International Symbol of Accessibility (ISA) symbol for signs at accessible all-gender toilet rooms. Symbol to be white on blue background to match color #15090 in Federal Standard 595C U.O.N. ALL GENDER RESTROOM ALL GENDER RESTROOM ADULT CHANGING TABLE 116" Radius, MIN. EDBFC 0 2 4 8 TYPICAL MOUNTING DETAILS 2412 ZADA41 ADHESIVE MECHANICAL On glass mount a matched panel on back of glass, align behind sign. Mount with silicone or double stick tape Glass Tamper resistant "Spanner" screws, pan head at framed walls ADULT CHANGING FACILITY 0 6" 1' 2' 2412 ZADA56 A. PLAN Extent of table 36" MIN. 36" MIN. Extent of table 36" MIN. 70" MIN. Changing Surface Depth 30" MIN. Changing Surface Width NOTE: 1. Floor or ground surfaces of clearances shall be stable, firm, and slip resistant without changes in level and shall comply with CBC 11B-302. 2. Height adjustability shall be powered. 3. Operable parts shall comply with CBC 11B-309. 4. Adult Changing Tables shall provide a minimum capacity of 300 lbs. 5. When deployed, changing tables shall not obstruct the required width of an accessible route except as allowed by CBC 11B-307.2. 6. Adult Changing Facilities shall be provided with no fewer than: 7. 8. a. (1) Water Closet in compliance with CBC 11B-604 9. b. (1) Lavatory in compliance with CBC 11B-606 10. c. (1) Waste Receptacle in compliance with CBC 11B-603.5 11. d. (1) Coat Hook provided in close proximity to the changing table within one of the reach ranges specified in CBC 11B-308. 12. e. (1) Shelf provided in close proximity to the changing table at 40" MIN. and 48" MAX. A.F.F. 13. Each door to an Adult Changing Facility shall have a privacy latch. 14. A room identification sign complying with CBC 11B-216 shall be provided at entrances to Adult Changing Facilities. See DETAIL. 15. An informational sign complying with CBC 11B-216 that indicates the maximum weight capacity of the the Adult Changing Table as determined by the manufacturer shall be provided within Adult Changing Facilities and in close proximity to the changing table 40" MIN. 48" MAX. Adjustable 17" MIN. 38" MAX. B. ELEVATION November 10, 2025 Packet Pg. 848
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F.O.C. F.O.C. A F.O.C. B F.O.C. C F.O.C. DE ℄COL. LLJW The City of Good Living CI TY OF SAN CARLOS CA L I FOR N I A DOWNTOWN PLAN IMPLEMENTATION PHASE IA - HARRINGTON PARK CONSTRUCTION DOCUMENTATION CIVIL ENGINEER CSW|ST2 504 REDWOOD BLVD, STE 310, NOVATO, CA 94947 415.883.9850 ARCHITECT | ENGINEER WARE ASSOCIATES, INC. 440 GRAND AVE, STE 250 OAKLAND, CA 94610 510.992.9888 WARE-ARCHITECTS.COM ELECTRICAL ENGINEER AURUM CONSULTING ENGINEERS 404 W FRANKLIN ST, STE 100, MONTEREY, CA 93940 831.646.3336 WATER FEATURE FLUIDITY DESIGN 724 S SPRING ST #1401, LOS ANGELES, CA 90014 213.739.9291 IRRIGATION DESIGN RMA 2670 CAMINO DIABLO, WALNUT CREEK, CA 94597 925.939.3985 LIGHTING DESIGN HLB LIGHTING 785 MARKET ST, STE 800, SAN FRANCISCO, CA 94103 415.348.8273 AUDIOVISUAL SALTER 130 SUTTER ST, FLOOR 5, SAN FRANCISCO, CA 94104 415.397.0442 LANDSCAPE ARCHITECT WALLACE ROBERTS & TODD, INC 120 2ND ST, 3RD FLOOR SAN FRANCISCO, CA 94105 415.575.4722 WRTDESIGN.COM OWNER CITY OF SAN CARLOS 600 ELM STREET SAN CARLOS, CA 94070 650.802.4264 8976.01 - DOWNTOWN IMPLEMENTATION PHASE 1A - 700 LAUREL ST AND HARRINGTON PARK DATE: 10/30/25 DRAWN BY: CHECKED BY: Sheet Title: Sheet # REVISIONS DATE 12345 6 75% SUBMITTAL / BUILDING PERMIT 09/10/25 CANOPY/PAVILION STRUCTURAL ENGINEER STRUCTURECRAFT BUILDERS USA INC. 2225 N. 56TH STREET SEATTLE, WA 98103 100% SUBMITTAL / BID SET 10/30/25 L I CENSED A RCH I T ECT JOHN QUINLAN WARENo. C 32436 STATE OF CAL IFORNIA Renewal Date KEYED NOTES: 123 MASS TIMBER CANOPY COLUMN MASS TIMBER CANOPY ABOVE NOT USED METAL DOWNSPOUT PLUMBING CHASE SKYLIGHT ABOVE 45 WALL LEGEND: C2 8" CMU WALL, 1 HR FIRE RATED M1 6" METAL STUD WALL, EXTERIOR CLAD IN TILE M2 3 5 8" METAL STUD WALL, INTERIOR FINISH PER INTERIOR ELEVATIONS NOTES: 1. ALL DIMENSIONS TO FACE OF FINISH, U.O.N 2. BUILDING AREA (ENCLOSED) 679 SF. TOTAL BUILDING FOOTPRINT: 1300 SF. 3. SEE CIVIL DRAWINGS FOR SITE GRADE INFO. 4. PROVIDE DEDICATED SLEEVES FOR H&C WATER, ELECTRICAL, AND FIRE PROTECTION SYSTEMS PRIOR TO CONC. POUT 5. SEE SITE KEY PLAN (A0-101) FOR LOCATION OF BUILDING WORKPOINT TO PROPERTY LINES, S.C.D. DIVISION 3 CONCRETE DIVISION 06 WOOD AND PLASTICS DIVISION 10 SPECIALTIES DIVISION 22 PLUMBING 3.02 CAST IN PLACE CONCRETE 3.03 SEALED CONCRETE FLOOR 3.04 CONCRETE PAVING, S.L.A.D. 6.04 MASS TIMBER COLUMN, S.S.D. 10.01 BABY DIAPER CHANGING STATION UNIVERSAL CHANGING TABLE, DETAIL 15/A2-009 10.02 22.01 S.S. COMMON SINK S.S. DRINKING FOUNTAIN, ACCESSIBLE, STANDING, BOTTLE-FILLER 22.03 22.09 FLOOR DRAIN W/ TRAP PRIMER (4" MIN.) SPEC TAGS: (SEE PLUMBING SCHEDULE, SHEET A2-802. SEE ELECTRICAL SCHEDULE, S.E.D. SEE FINISH AND MATERIAL SCHEDULE, SHEET A2-802. SEE DOOR AND WINDOW SCHEDULES SHEET A2-801) 22.10 LOCKABLE HOSE BIBB 22.11 S.S. MOP SINK CONCRETE FLOOR, SEALED W/ SLIP-RESISTANT EPOXY COATING 3.05 22.13 LOCKABLE HOSE BIBB (HOT AND COLD) 26.07 225A CIRCUIT BREAKER, S.E.D. DIVISION 26 ELECTRICAL (S.E.D.) 22.14 ELECTRIC WATER HEATER DIVISION 12 FURNISHINGS 12.03 OUTDOOR LIGHTED ENCLOSED BULLETIN BOARD 22.15 DUPLEX SUMP PUMP 22.17 SUMP PUMP NOZZLE 22.18 CAST BRONZE DOWNSPOUT NOZZLE 1 0 1' 2' 4' SCALE: 14" = 1'-0" N A2-101 FACILITIES BUILDING GROUND FLOOR PLAN 12'-11" 8'-10" 7'-2" 11'-10" 14'-0" 18'-0" 3'-0" 3'-0" 6'-7" 10'-1" 5'-0" 5'-10" 18'-0" RESTROOM 1 CLG. HT. = 9'-0" RESTROOM 2 CLG. HT. = 9'-0" COVERED ENTRY ~170 SF CLG. HT. = 14'-2" FOUNTAIN MECHANICAL ROOM CLG. HT. = 11'-6" STORAGE ROOM CLG. HT. = 9'-0" ROOF ABOVE CLG. HT. = 13'-3" 10'-0" 0'-2" 15'-2" 10.01 3'-0" ADJACENT BUILDING CORNER CONTROL POINT AV EQUIP. CLEAR SPACE 105 104 102 103 101 14'-2" 112 SF 91 SF 225 SF252 SF 4'-2" 6'-0" PROPERTY LINE TO GRIDLINE 1 (FACE OF CONCRETE): 1'-212" 19'-4" 14'-8" 13'-2" 14'-0" 10'-0" 1'-8" 1 2 PAVING, S.L.A.D. 4 4 5 TYP. M1 C3 8" CMU WALL, EXTERIOR CLAD IN TILE, 1 HR FIRE RATED C1 C3 M1 6 6 6 6 10.02 SEE SHEET A2-401 FOR RESTROOM INTERIOR ELEVATIONS C3 22.09 22.09 22.14 22.12 28.32' F.F. 28.30' F.G., S.C.D. 28.72' F.F. 26.39' F.F. 28.70' F.G., S.C.D. 29.17' F.F. 29.15' F.G., S.C.D. 29.17' F.F. 29.15' F.G., S.C.D. 5'-1" EX. BUILDING TO REMAIN. 22.13 22.13 22.03 22.11 26.07 SEE SHEET A2-403 FOR FOUNTAIN MECHANICAL ROOM INTERIOR ELEVATIONS SEE SHEET A2-404 FOR STORAGE ROOM INTERIOR ELEVATIONS PROPERTY LINE 3 T @ 11" 4 R @ 7" MAX. DN 43'-6" 12.03 0'-4" MIN. DISTANCE BETWEEN BUILDINGS V.I.F. M1 M3 8" METAL STUD PLUMBING WALL, OPEN TO INTERIOR M2 M3 1'-8" C1 8" CMU WALL C2 C3 1'-0" (E) CONTAINER, COORDINATE W/ NEIGHBORING PROPERTY OWNER AS REQ.

F.O.C. M2 SAW CUT (E) ASPHALT CONCRETE AS REQUIRED 22.15 1'-6" 22.18 22.18 22.18 22.18 22.17 WP 3.033.03 3.05 3.05 3.04 1'-6" 1'-6" 1'-6" WORK POINT AT GRIDLINES A AND 1 (SEE A0-101) 3.04 3.04 22.01 6'-0" 2'-10" SUMP PUMP 4'-10" CMU WALL METAL STUD WALL LEGEND: PARTIAL HEIGHT WALL # FLOOR SLOPE ELEMENT ABOVE WALL TAG 1 WINDOW TAG DOOR TAG KEYED NOTE 22-01 SPEC TAG # FLOOR DRAIN WORKPOINT LOCATION WAS SET TO PROVIDE 4" MIN. DISTANCE BETWEEN THE EXISTING ADJACENT BUILDING AND THE FACILITIES BUILDING F.O.C. IN ORDER TO ACCOMMODATE SEISMIC DRIFT. THE CONTRACTOR SHALL VERIFY THAT THIS 4" MIN. DISTANCE WILL BE PROVIDED AND NOTIFY THE ARCHITECT AND ENGINEER OF ANY DISCREPANCIES PRIOR TO FINISHING CONSTRUCTION STAKING / BUILDING LAYOUT AND PRIOR TO BEGINNING CONSTRUCTION. WORKPOINT LOCATION NOTE: C3 OVERFLOW ROOF DRAIN ROOF DRAIN OVERFLOW November 10, 2025 Packet Pg. 849
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F.O.C. F.O.C. A F.O.C. B F.O.C. C F.O.C. DE ℄COL. F.O.C. DE ℄COL. 1 F.O.C. 2
F.O.C. LLJW The City of Good Living CI TY OF SAN CARLOS CA L I FOR N I A DOWNTOWN PLAN IMPLEMENTATION PHASE IA - HARRINGTON PARK CONSTRUCTION DOCUMENTATION CIVIL ENGINEER CSW|ST2 504 REDWOOD BLVD, STE 310, NOVATO, CA 94947 415.883.9850 ARCHITECT | ENGINEER WARE ASSOCIATES, INC. 440 GRAND AVE, STE 250 OAKLAND, CA 94610 510.992.9888 WARE-ARCHITECTS.COM ELECTRICAL ENGINEER AURUM CONSULTING ENGINEERS 404 W FRANKLIN ST, STE 100, MONTEREY, CA 93940 831.646.3336 WATER FEATURE FLUIDITY DESIGN 724 S SPRING ST #1401, LOS ANGELES, CA 90014 213.739.9291 IRRIGATION DESIGN RMA 2670 CAMINO DIABLO, WALNUT CREEK, CA 94597 925.939.3985 LIGHTING DESIGN HLB LIGHTING 785 MARKET ST, STE 800, SAN FRANCISCO, CA 94103 415.348.8273 AUDIOVISUAL SALTER 130 SUTTER ST, FLOOR 5, SAN FRANCISCO, CA 94104 415.397.0442 LANDSCAPE ARCHITECT WALLACE ROBERTS & TODD, INC 120 2ND ST, 3RD FLOOR SAN FRANCISCO, CA 94105 415.575.4722 WRTDESIGN.COM OWNER CITY OF SAN CARLOS 600 ELM STREET SAN CARLOS, CA 94070 650.802.4264 8976.01 - DOWNTOWN IMPLEMENTATION PHASE 1A - 700 LAUREL ST AND HARRINGTON PARK DATE: 10/30/25 DRAWN BY: CHECKED BY: Sheet Title: Sheet # REVISIONS DATE 12345 6 75% SUBMITTAL / BUILDING PERMIT 09/10/25 CANOPY/PAVILION STRUCTURAL ENGINEER STRUCTURECRAFT BUILDERS USA INC. 2225 N. 56TH STREET SEATTLE, WA 98103 100% SUBMITTAL / BID SET 10/30/25 L I CENSED A RCH I T ECT JOHN QUINLAN WARENo. C 32436 STATE OF CAL IFORNIA Renewal Date KEYED NOTES: 123 SKYLIGHT (NON-OPERABLE), CURB-MOUNTED, SEE SKYLIGHT SCHEDULE, DETAIL 14/A2-905 AND SPECS 08 62 00 OVERFLOW SCUPPER, SEE DETAIL 16/A2-906. ROOF VALLEY 4" HIGH ROOF CURB FOR 12" Ø LOW-PROFILE ROOF CURB MOUNTED GRAVITY VENT (AURA AV-12-CV-CMF, POWDER COAT GREY, OR EQUAL) ROOF CRICKET, TYP. 4" HIGH ROOF CURB FOR 12" Ø POP VENT ROOF LOUVER INTAKE W/ CURB MOUNTED FLANGE (ACTIVE VENTILATION PRODUCTS PV-12-C4-CMF, POWDER COAT GREY, OR EQUAL) 4" HIGH ROOF CURB FOR EXHAUST FAN, 4" DIA. 26 GA. GALVANIZED CURB-MOUNTED ROOF VENT W/ RAIN CAP, PTD. MASS TIMBER CANOPY COLUMN ROOF DRAIN (TYP. 4) SEE DETAIL 10/A2-905 AND PLUMBING DRAWINGS, TYP. 45NOTES: 1. ALL DIMENSIONS TO FACE OF FINISH, U.O.N 2. BUILDING AREA (ENCLOSED) 679 SF. TOTAL BUILDING FOOTPRINT: 1300 SF. 3. SEE TIMBER ENGINEER DRAWINGS FOR TIMBER CANOPY. 4. PLUMBING VENTS SHALL TERMINATE NOT LESS THAN 3'-0" ABOVE ANY OPERABLE SKYLIGHT PER CPC 906.2 5. ROOF VENTS AND FANS ARE SHOWN IN APPROXIMATE LOCATIONS. ADJUST LOCATIONS TO FIT BETWEEN ROOF JOISTS AS REQUIRED. SPEC TAGS: (SEE SKYLIGHT SCHEDULE SHEET A2-801, SEE FINISH AND MATERIAL, SCHEDULE SHEET A2-802, SEE ELECTRICAL SCHEDULE, S.E.D., SEE MECHANICAL DRAWING S.M.D., SEE PLUMBING SCHEDULE SHEET, A2-801 & S.P.D.) DIVISION 5 METALS DIVISION 07 THERMAL & MOISTURE PROTECTION 5.01 SHEET METAL, PTD. 7.02 SBS MODIFIED BITUMEN, CLASS A FIRE RATED 7.01 METAL MECHANICALLY FASTENED LOW SLOPE METAL STANDING SEAM ROOF W/ LAP SEALANT, OVER CLT ROOF STRUCTURE 2 0 1' 2' 4' SCALE: 14" = 1'-0" 1 0 1' 2' 4' SCALE: 14" = 1'-0" N A2-102 FACILITIES BUILDING ROOF PLAN H.P. H.P. H.P. H.P. H.P. H.P. H.P. L.P. L.P.H.P. LEGEND: 678 1 1 1 KEYED NOTE 3.01 FINISH TAG ROOF VALLEY # WINDOW TAG ROOF DRAIN, S.P.D. OVERFLOW DRAIN, S.P.D., SET 2" ABOVE R.D., TYP. 47 7 2 5 7 46'-7" F.O.FINISH TO F.O.FINISH 19'-10" 29'-5" 17'-4" 7.02 5.01 3'-11" PROVIDE S.S. BIRD SPIKES AT PARAPET UNDER CANOPY

PROPERTY LINE
PROPERTY LINE 6'-3" 10'-0" SLOPE 14" : 1'-0" MIN. (TYP.) 5'-11" 7 11'-4" 7'-10" 6'-11" 5'-0" SLOPE 12" : 1'-0" MIN. (TYP.) PROVIDE CUSTOM FORMED EAVE FLASHING, SMOOTH AND CONTINUOUS RADIUS AROUND CORNERS 5 3 7.01 21'-6" 2" (E) BLDG. TO PROPERTY LINE (V.I.F.) 14'-0" 5 PLUMBING VENT (TYP. 4), SEE DETAILS 12 & 13/A2-905 & PLUMBING DRAWINGS SKYLIGHT SIDES SET FLUSH W/ INTERIOR FACE WALL BELOW, SEE SECTION, TYP. ROOF PARAPET TYP. ALL SIDES 11'-6" 1'-2" TO GRIDLINE PROPERTY LINE 9 9 SKYLIGHT SIDES SET FLUSH W/ INTERIOR FACE WALL BELOW, SEE SECTION, TYP. CANOPY ROOF ABOVE, SEE 2/A2-103 November 10, 2025 Packet Pg. 850
1 F.O.C. 2
F.O.C. F.O.C. A F.O.C. B F.O.C. C F.O.C. DE ℄COL. LLJW The City of Good Living CITY OF SAN CARLOS CAL I FORN I A DOWNTOWN PLAN IMPLEMENTATION PHASE IA - HARRINGTON PARK CONSTRUCTION DOCUMENTATION CIVIL ENGINEER CSW|ST2 504 REDWOOD BLVD, STE 310, NOVATO, CA 94947 415.883.9850 ARCHITECT | ENGINEER WARE ASSOCIATES, INC. 440 GRAND AVE, STE 250 OAKLAND, CA 94610 510.992.9888 WARE-ARCHITECTS.COM ELECTRICAL ENGINEER AURUM CONSULTING ENGINEERS 404 W FRANKLIN ST, STE 100, MONTEREY, CA 93940 831.646.3336 WATER FEATURE FLUIDITY DESIGN 724 S SPRING ST #1401, LOS ANGELES, CA 90014 213.739.9291 IRRIGATION DESIGN RMA 2670 CAMINO DIABLO, WALNUT CREEK, CA 94597 925.939.3985 LIGHTING DESIGN HLB LIGHTING 785 MARKET ST, STE 800, SAN FRANCISCO, CA 94103 415.348.8273 AUDIOVISUAL SALTER 130 SUTTER ST, FLOOR 5, SAN FRANCISCO, CA 94104 415.397.0442 LANDSCAPE ARCHITECT WALLACE ROBERTS & TODD, INC 120 2ND ST, 3RD FLOOR SAN FRANCISCO, CA 94105 415.575.4722 WRTDESIGN.COM OWNER CITY OF SAN CARLOS 600 ELM STREET SAN CARLOS, CA 94070 650.802.4264 8976.01 - DOWNTOWN IMPLEMENTATION PHASE 1A - 700 LAUREL ST AND HARRINGTON PARK DATE: 10/30/25 DRAWN BY: CHECKED BY: Sheet Title: Sheet # REVISIONS DATE 12345 6 75% SUBMITTAL / BUILDING PERMIT 09/10/25 CANOPY/PAVILION STRUCTURAL ENGINEER STRUCTURECRAFT BUILDERS USA INC. 2225 N. 56TH STREET SEATTLE, WA 98103 100% SUBMITTAL / BID SET 10/30/25 L I CENSED A RCH I T ECT JOHN QUINLAN WARENo. C 32436 STATE OF CAL IFORNIA Renewal Date 1 0 1' 2' 4' SCALE: 14" = 1'-0" N Note: Lighting fixtures and electrical shown for reference only. See Lighting and Electrical plans for final fixture and switch locations / selections. + 9'-10" A.F.F. KEYED NOTES: PLUMBING VENT, S.P.D. ROOF EAVE VENTILATION GRILLE METAL ROLLING SERVICE DOOR FIRE ALARM CONTROL PANEL, EXACT LOCATION TO BE VERIFIED BY ALARM VENDOR AND CITY TRANSFORMER(S), S.E.D. 1234 NOTES: 4 LEGEND: 5 + 11'-9 12" A.F.F. + 9'-0" A.F.F. + 8'-5" A.F.F. EAVE SOFFIT HEIGHT, SEE ELEVATIONS + 9'-3" A.F.F. EAVE SOFFIT HEIGHT, SEE ELEVATIONS + 8'-10 12" A.F.F. EAVE SOFFIT HEIGHT, SEE ELEVATIONS LINEAR LIGHT SMOKE DETECTOR CARBON MONOXIDE DETECTOR EXHAUST FAN FIRE ALARM CONTROL PANEL MOTION SENSOR WITH PHOTO CONTROL SERVICE PANEL WITH 100 AMP SERVICE MIN. SECURITY CAMERA, WALL MOUNTED DUPLEX RECEPTACLE DUPLEX RECEPTACLE WITH INTEGRAL GROUND FAULT PROTECTION COLUMN MOUNTED UP/DOWNLIGHT E# LIGHT FIXTURE, S.E.D. RECESSED DOWNLIGHT GRAVITY VENTILATOR F2 A2-103 FACILITIES BUILDING REFLECTED CEILING PLAN 1. ALL PLAN DIMENSIONS ARE TO FACE OF FRAMING, U.O.N. 2. PROVIDE DEDICATED SLEEVES FOR COLD WATER, ELECTRICAL, AND FIRE PROTECTION SYSTEMS PRIOR TO CONC. POUR. 3. FIRE ALARM SYSTEM: CONTRACTOR SHALL PROVIDE CITY AND FIRE DEPARTMENT APPROVED WIRED FIRE ALARM SYSTEM CAPABLE OF COMMUNICATING REMOTELY, COMPLETE IN PLACE. DESIGN INTENT HONEYWELL FIRE-LITE 2 ZONE FIRE ALARM CONTROL PANEL OR SIMILAR WITH LTE FIRE ALARM COMMUNICATOR, AUTOMATIC FIRE DETECTORS, NOTIFICATION APPLIANCES, AND REMOTE SERVICE CAPABILITIES OR EQUAL. TO BE COORDINATED WITH AND APPROVED AS OPERATIONAL BY FIRE DEPARTMENT. CONTACT VENDOR BAY ALARM: KEVIN JANEIRO 510-423-1457 4. SEE FINISH SCHEDULE SHEET A2-802 AND SPECIFICATIONS FOR ADDITIONAL MATERIAL, ASSEMBLY AND FINISH INFORMATION. 5. SECURITY CAMERAS: PROVIDE CONDUITS AND PULL BOXES FOR FUTURE SECURITY CAMERAS AT CITY OF SAN CARLOS IDENTIFIED LOCATIONS. PROVIDE REQUIREMENTS COMPATIBLE WITH FUTURE CITY OF SAN CARLOS APPROVED CAMERA SYSTEM BY EDGEWORTH SECURITY. COORDINATE WITH STRUCTURAL FABRICATOR AND SITE FURNISHING FABRICATORS AS NECESSARY TO INCLUDE NEEDED SPECIFICATION FOR CABLE RUNS TO CAMERAS. PROVIDE FACILITIES BUILDING STORAGE ROOM WITH POWER AND CABINET WITH LOCKS FOR CAMERA SYSTEM. VERIFY CAMERA SYSTEM AND SYSTEM REQUIREMENTS WITH CITY. 6. ROOF VENTS AND FANS ARE SHOWN IN APPROXIMATE LOCATIONS. ADJUST LOCATIONS TO FIT BETWEEN ROOF JOISTS AS REQUIRED. DIVISION 06 WOOD AND PLASTICS DIVISION 09 FINISHES 6.04 MASS TIMBER COLUMN, S.S.D. SPEC TAGS: (SEE PLUMBING SCHEDULE, SHEET A2-802. SEE ELECTRICAL SCHEDULE, S.E.D. SEE FINISH AND MATERIAL SCHEDULE, SHEET A2-802. SEE DOOR AND WINDOW SCHEDULES SHEET A2-801) 6.05 MASS TIMBER CEILING, S.S.D. 9.06 PAINTED GYPSUM BOARD, WATER DURABLE 9.02 EXTERIOR CERAMIC TILE 9.01 PORCELAIN TILE 9.06 9.02 6.05 9.01 9.01 F2 F1F1 F1F1 E2 CMU WALL METAL STUD WALL SEE ENLARGED STORAGE ROOM PLAN A2-404 AND S.E.D., FOR CONTROL PANELS NOT SHOWN SEE ENLARGED MECHANICAL ROOM PLAN A2-403 AND SEE WATER FEATURE DESIGNER DRAWINGS FOR CONTROLLERS AND EQUIPMENT NOT SHOWN E1 (x24) E3E3 E3 E3 6 6 SECURITY CAMERA N.I.C., BY OTHERS (EDGEWORTH SECURITY), S.E.D. SECURITY CAMERA N.I.C., BY OTHERS (EDGEWORTH SECURITY), S.E.D. PROVIDE POWER FOR UNIVERSAL CHANGING STATION PER MANUF. PROVIDE POWER FOR SUMP PUMP PER MANUF. PROVIDE POWER FOR AV EQUIPMENT, SEE AV DESIGNER DRAWINGS EQ. EQ. ℄ EQ. EQ. ℄EQ. EQ. ℄ EQ. EQ. ℄ 9.06
EQ. ℄EQ. 4'-5" EQ. EQ. ℄
3'-7" EQ. EQ. ℄ 9.06 9.06
EQ. EQ.
3'-0" 5'-8" ℄℄ 2'-7" 5'-3" TAPER SKYLIGHT OPENING WIDER AT CEILING, TYP. REQ. 1-HOUR FIRE-RATED CONSTRUCTION PROTECTING CEILING FRAMING ELEMENTS SHOWN HATCHED, SEE 4'-0" 4'-0" LEGEND: ELECTRICAL PLAN NOTES: 1. ALL ELECTRICAL OUTLETS TO BE 15" A.F.F. TO CL, U.O.N. 2. ALL EXTERIOR OUTLETS TO BE WEATHER PROOFED, LOCKABLE, GFCI. 3. ALL ELECTRICAL CONDUIT SHALL BE HOT DIPPED GALVANIZED AND HIDDEN FROM VIEW 6 LIGHTING AND MAGNETIC DOOR LOCK TRANSFORMERS, S.E.D.

November 10, 2025 Packet Pg. 851
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F.O.C. 1 2 ALL GENDER RESTROOM ALL GENDER RESTROOM ADULT CHANGING TABLE F.O.C. A
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F.O.C. E D ℄COL. 3 HARRINGTON PARK 1
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F.O.C. D E ℄COL.HARRINGTON PARK LLJW The City of Good Living CI TY OF SAN CARLOS CA L I FOR N I A DOWNTOWN PLAN IMPLEMENTATION PHASE IA - HARRINGTON PARK CONSTRUCTION DOCUMENTATION CIVIL ENGINEER CSW|ST2 504 REDWOOD BLVD, STE 310, NOVATO, CA 94947 415.883.9850 ARCHITECT | ENGINEER WARE ASSOCIATES, INC. 440 GRAND AVE, STE 250 OAKLAND, CA 94610 510.992.9888 WARE-ARCHITECTS.COM ELECTRICAL ENGINEER AURUM CONSULTING ENGINEERS 404 W FRANKLIN ST, STE 100, MONTEREY, CA 93940 831.646.3336 WATER FEATURE FLUIDITY DESIGN 724 S SPRING ST #1401, LOS ANGELES, CA 90014 213.739.9291 IRRIGATION DESIGN RMA 2670 CAMINO DIABLO, WALNUT CREEK, CA 94597 925.939.3985 LIGHTING DESIGN HLB LIGHTING 785 MARKET ST, STE 800, SAN FRANCISCO, CA 94103 415.348.8273 AUDIOVISUAL SALTER 130 SUTTER ST, FLOOR 5, SAN FRANCISCO, CA 94104 415.397.0442 LANDSCAPE ARCHITECT WALLACE ROBERTS & TODD, INC 120 2ND ST, 3RD FLOOR SAN FRANCISCO, CA 94105 415.575.4722 WRTDESIGN.COM OWNER CITY OF SAN CARLOS 600 ELM STREET SAN CARLOS, CA 94070 650.802.4264 8976.01 - DOWNTOWN IMPLEMENTATION PHASE 1A - 700 LAUREL ST AND HARRINGTON PARK DATE: 10/30/25 DRAWN BY: CHECKED BY: Sheet Title: Sheet # REVISIONS DATE 12345 6 75% SUBMITTAL / BUILDING PERMIT 09/10/25 CANOPY/PAVILION STRUCTURAL ENGINEER STRUCTURECRAFT BUILDERS USA INC. 2225 N. 56TH STREET SEATTLE, WA 98103 100% SUBMITTAL / BID SET 10/30/25 L I CENSED A RCH I T ECT JOHN QUINLAN WARENo. C 32436 STATE OF CAL IFORNIA Renewal Date 1 0 1' 2' 4' 3 0 1' 2' 4' 2 0 1' 2' 4' 4 0 1' 2' 4' 8.01 METAL LOUVER VENT DIVISION 08 OPENINGS DIVISION 09 FINISHES 9.01 PORCELAIN TILE DIVISION 3 CONCRETE DIVISION 06 WOOD AND PLASTICS DIVISION 10 SPECIALTIES DIVISION 22 PLUMBING 3.02 CAST IN PLACE CONCRETE 3.03 SEALED CONCRETE FLOOR 3.04 CONCRETE PAVING, S.L.A.D. 6.04 MASS TIMBER COLUMN, S.S.D. 22.01 S.S. COMMON SINK 22.02 LAVATORY FAUCET, SELF-METERING S.S. DRINKING FOUNTAIN, ACCESSIBLE, STANDING, BOTTLE-FILLER 22.03 SPEC TAGS: (SEE PLUMBING SCHEDULE, SHEET A2-802. SEE ELECTRICAL SCHEDULE, S.E.D. SEE FINISH AND MATERIAL SCHEDULE, SHEET A2-802. SEE DOOR AND WINDOW SCHEDULES SHEET A2-801) 22.10 LOCKABLE HOSE BIBB CONCRETE FLOOR, SEALED W/ SLIP-RESISTANT EPOXY COATING 3.05 10.05 S.S. HAND SOAP DISPENSER 10.10 NO TOUCH HAND DRYER 9.02 EXTERIOR CERAMIC TILE DIVISION 12 FURNISHINGS 12.03 OUTDOOR LIGHTED ENCLOSED BULLETIN BOARD DIVISION 4 MASONRY 4.01 CMU WALL, PTD. 8.04 EXTERIOR METAL ACCESS PANEL 22.18 CAST BRONZE DOWNSPOUT NOZZLE 10.14 CAST METAL LETTERS CMU WALL, LATEX WATERPROOFED 4.03 9.07 FIBER CEMENT SIDING PANEL KEYED NOTES: 123 NOT USED LAVATORY WITH LOCKABLE FIXTURES MASS TIMBER CANOPY (E) BUILDING, TO REMAIN NOT USED ROOF SCUPPER TIMBER CANOPY SUPPORT METAL CAPPED, ROOF PARAPET ROLL-UP DOOR W/ LOCAL ARTIST PAINTED MURAL [T.B.D., N.I.C.] PARK SIGNAGE 45 NOTES: 1. ALL DIMENSIONS TO FACE OF FINISH, U.O.N 6 3 4 7 7 4 7 3 8 89 9 4 4 A2-201 CANOPY, SEE TIMBER ENGINEER DRAWINGS CANOPY SEE TIMBER ENGINEER DRAWINGS RESTROOM FINISH FLOOR 0'-0", S.C.D. EXTERIOR SOFFIT T.O. PARAPET EXTERIOR SOFFIT T.O. PARAPET STORAGE FINISH FLOOR -0'-10", S.C.D. EXTERIOR SOFFIT T.O. PARAPET FINISH FLOOR T.O. PARAPET B.O. CANOPY B.O. CANOPY B.O. CANOPY 10 ADJACENT ZERO LOT LINE BUILDING, TO REMAIN 10 9.01 9.01 9.01 9.01 4.03 8.01 9.02 SEE A2-402 FOR COVERED ENTRY ENLARGED PLAN AND ELEVATIONS CANOPY SEE TIMBER ENGINEER DRAWINGS 11'-9" 8'-5" 14'-9", See Timber Engineer Drawings VARIES, S.C.D. B.O. CANOPY 56" ℄ 4'-4" 12.03 T.O. UPPER CURB FINISH FLOOR VARIES, S.C.D. T.O. LOWER CURB -0'-2" 15'-0", HEIGHT OF (E) ADJACENT BUILDING, V.I.F. T.O. UPPER CURB 0'-6" 9.07 SUMP PUMP OUTFLOW NOZZLE 5'-9" 8.04 5 0 6" 1' 2' 24" 24" 24" 24" 24" 17" 32" 24" 24" 24" 12" 17" 6" 18" 12" 11'-9" 8'-5" 14'-9", See Timber Engineer Drawings 11'-9" 8'-5" 14'-9", See Timber Engineer Drawings 11'-9" 14'-9", See Timber Engineer Drawings 0'-6" T.O. LOWER CURB -0'-2" 8'-0" CANOPY SEE TIMBER ENGINEER DRAWINGS 9.01 RESTROOM FINISH FLOOR 0'-0", S.C.D. 312 NOTE: PROVIDE RANDOM PATTERN, DO NOT ALIGN VERTICALS EXCEPT AT EXPANSION JOINTS AND CORNER, TYP. EXTERIOR SOFFIT 8'-5" 12" ℄ LETTERS WHERE OCCURS DOWNSPOUT NOZZLE DOWNSPOUT OVERFLOW NOZZLE DOWNSPOUT OVERFLOW NOZZLE DOWNSPOUT NOZZLE 15'-0" 8.01 FACILITIES BUILDING ELEVATION 10.14 7 22.10 6 E.Q. E.Q. ℄ ALIGN, TYP.

November 10, 2025 Packet Pg. 852
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F.O.C.

F.O.C. A
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F.O.C. E D ℄COL. 1
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F.O.C. LLJW The City of Good Living CI TY OF SAN CARLOS CA L I FOR N I A DOWNTOWN PLAN IMPLEMENTATION PHASE IA - HARRINGTON PARK CONSTRUCTION DOCUMENTATION CIVIL ENGINEER CSW|ST2 504 REDWOOD BLVD, STE 310, NOVATO, CA 94947 415.883.9850 ARCHITECT | ENGINEER WARE ASSOCIATES, INC. 440 GRAND AVE, STE 250 OAKLAND, CA 94610 510.992.9888 WARE-ARCHITECTS.COM ELECTRICAL ENGINEER AURUM CONSULTING ENGINEERS 404 W FRANKLIN ST, STE 100, MONTEREY, CA 93940 831.646.3336 WATER FEATURE FLUIDITY DESIGN 724 S SPRING ST #1401, LOS ANGELES, CA 90014 213.739.9291 IRRIGATION DESIGN RMA 2670 CAMINO DIABLO, WALNUT CREEK, CA 94597 925.939.3985 LIGHTING DESIGN HLB LIGHTING 785 MARKET ST, STE 800, SAN FRANCISCO, CA 94103 415.348.8273 AUDIOVISUAL SALTER 130 SUTTER ST, FLOOR 5, SAN FRANCISCO, CA 94104 415.397.0442 LANDSCAPE ARCHITECT WALLACE ROBERTS & TODD, INC 120 2ND ST, 3RD FLOOR SAN FRANCISCO, CA 94105 415.575.4722 WRTDESIGN.COM OWNER CITY OF SAN CARLOS 600 ELM STREET SAN CARLOS, CA 94070 650.802.4264 8976.01 - DOWNTOWN IMPLEMENTATION PHASE 1A - 700 LAUREL ST AND HARRINGTON PARK DATE: 10/30/25 DRAWN BY: CHECKED BY: Sheet Title: Sheet # REVISIONS DATE 12345 6 75% SUBMITTAL / BUILDING PERMIT 09/10/25 CANOPY/PAVILION STRUCTURAL ENGINEER STRUCTURECRAFT BUILDERS USA INC. 2225 N. 56TH STREET SEATTLE, WA 98103 100% SUBMITTAL / BID SET 10/30/25 L I CENSED A RCH I T ECT JOHN QUINLAN WARENo. C 32436 STATE OF CAL IFORNIA Renewal Date 8.01 METAL LOUVER VENT DIVISION 08 OPENINGS DIVISION 09 FINISHES 9.01 PORCELAIN TILE DIVISION 3 CONCRETE DIVISION 06 WOOD AND PLASTICS DIVISION 10 SPECIALTIES DIVISION 22 PLUMBING 3.02 CAST IN PLACE CONCRETE 3.03 SEALED CONCRETE FLOOR 3.04 CONCRETE PAVING, S.L.A.D. 6.04 MASS TIMBER COLUMN, S.S.D. 22.01 S.S. COMMON SINK 22.02 LAVATORY FAUCET, SELF-METERING S.S. DRINKING FOUNTAIN, ACCESSIBLE, STANDING, BOTTLE-FILLER 22.03 SPEC TAGS: (SEE PLUMBING SCHEDULE, SHEET A2-802. SEE ELECTRICAL SCHEDULE, S.E.D. SEE FINISH AND MATERIAL SCHEDULE, SHEET A2-802. SEE DOOR AND WINDOW SCHEDULES SHEET A2-801) 22.10 LOCKABLE HOSE BIBB CONCRETE FLOOR, SEALED W/ SLIP-RESISTANT EPOXY COATING 3.05 10.05 S.S. HAND SOAP DISPENSER 10.10 NO TOUCH HAND DRYER 9.02 EXTERIOR CERAMIC TILE DIVISION 4 MASONRY 4.01 CMU WALL, PTD. 1 9.03 INTERIOR CERAMIC TILE SCALE: 14" = 1'-0" 0 1' 2' 4' 2 SCALE: 14" = 1'-0" 0 1' 2' 4' A2-301 FACILITIES BUILDING SECTIONS STORAGE FINISH FLOOR T.O. PARAPET FINISH FLOOR Varies, see plan, S.C.D. ENTRY SOFFIT T.O. PARAPET B.O. CANOPY 3 SCALE: 14" = 1'-0" 0 1' 2' 4' T.O. STAIRS T.O. PARAPET PUMP ROOM FINISH FLOOR -2'-9 12" SIM. CANOPY, SEE TIMBER ENGINEER DRAWINGS SIM. -0'-10", S.C.D. -0'-5 12", S.C.D. 4 SCALE: 14" = 1'-0" 0 1' 2' 4' T.O. PARAPET RESTROOM FINISH FLOOR 0'-0", S.C.D. 11'-9" 8'-5" 14'-9", See Timber Engineer Drawings 11'-9" T.O. UPPER CURB 0'-6" CEILING 9'-0" ENTRY SOFFIT 8'-5" CEILING 9'-0" 11'-9" 11'-9" CEILING 9'-0" T.O. LOWER CURB -0'-2" CEILING 9'-0" O.H. T.O. UPPER CURB 0'-6"

PROPERTY LINE

PROPERTY LINE
PROPERTY LINE O.H.

November 10, 2025 Packet Pg. 853
LLJW The City of Good Living CI TY OF SAN CARLOS CA L I FOR N I A DOWNTOWN PLAN IMPLEMENTATION PHASE IA - HARRINGTON PARK CONSTRUCTION DOCUMENTATION CIVIL ENGINEER CSW|ST2 504 REDWOOD BLVD, STE 310, NOVATO, CA 94947 415.883.9850 ARCHITECT | ENGINEER WARE ASSOCIATES, INC. 440 GRAND AVE, STE 250 OAKLAND, CA 94610 510.992.9888 WARE-ARCHITECTS.COM ELECTRICAL ENGINEER AURUM CONSULTING ENGINEERS 404 W FRANKLIN ST, STE 100, MONTEREY, CA 93940 831.646.3336 WATER FEATURE FLUIDITY DESIGN 724 S SPRING ST #1401, LOS ANGELES, CA 90014 213.739.9291 IRRIGATION DESIGN RMA 2670 CAMINO DIABLO, WALNUT CREEK, CA 94597 925.939.3985 LIGHTING DESIGN HLB LIGHTING 785 MARKET ST, STE 800, SAN FRANCISCO, CA 94103 415.348.8273 AUDIOVISUAL SALTER 130 SUTTER ST, FLOOR 5, SAN FRANCISCO, CA 94104 415.397.0442 LANDSCAPE ARCHITECT WALLACE ROBERTS & TODD, INC 120 2ND ST, 3RD FLOOR SAN FRANCISCO, CA 94105 415.575.4722 WRTDESIGN.COM OWNER CITY OF SAN CARLOS 600 ELM STREET SAN CARLOS, CA 94070 650.802.4264 8976.01 - DOWNTOWN IMPLEMENTATION PHASE 1A - 700 LAUREL ST AND HARRINGTON PARK DATE: 10/30/25 DRAWN BY: CHECKED BY: Sheet Title: Sheet # REVISIONS DATE 12345 6 75% SUBMITTAL / BUILDING PERMIT 09/10/25 CANOPY/PAVILION STRUCTURAL ENGINEER STRUCTURECRAFT BUILDERS USA INC. 2225 N. 56TH STREET SEATTLE, WA 98103 100% SUBMITTAL / BID SET 10/30/25 L I CENSED A RCH I T ECT JOHN QUINLAN WARENo. C 32436 STATE OF CAL IFORNIA Renewal Date 1 SCALE: 1" = 1'-0" 0 3" 6" 1' TYP. EXTERIOR DOUBLE WALL ASSEMBLY (SEE PLANS, WALL/PARTITION SCHEDULE, AND TYP. DETAIL 4/A2-902) PORCELAIN TILE THINSET MORTAR WATERPROOFING MEMBRANE (W.P.M.) MORTAR BED WITH METAL LATH AS REQ'D. DRAINAGE PLANE/CLEAVAGE MEMBRANE 12" CEMENTITIOUS BACKER BOARD COLD FORM METAL STUD FRAMING, S.S.D. AIR GAP (WIDTH VARIES, SEE PLANS) CMU WALL, S.S.D. TYP. ROOF ASSEMBLY 1 HOUR RATED ASSEMBLY PER CBC TABLE 721.1(3) No. 22-1.1 SEE DETAILS 1 & 3/A2-905 & 18/A2-906 CLASS A FIRE RATED NON-COMBUSTIBLE ROOFING SYSTEM MEETING ASTM E108: SBS-MODIFIED BITUMEN COLD APPLIED MEMBRANE ROOFING 5 8" DENSDECK ROOFING BOARD POLYISOCYANURATE RIGID FOAM INSULATION (1" MIN.), TAPERED TO PROVIDE CRICKETS AND MIN. SLOPE, SEE PLAN. 3 4" T&G PLYWOOD SHEATHING W/ EXTERIOR GLUE APPLIED AT RIGHT ANGLES TO TOP OF JOIST W/ NO. 8 SCREWS., S.S.D. (2) LAYERS 5 8" TYPE X GYP. BOARD BASE LAYER APPLIED AT RIGHT ANGLES TO STEEL FRAMING 24" O.C. W/ 1" TYPE S DRYWALL SCREWS SPACED 24" O.C. FACE LAYER APPLIED AT RIGHT ANGLES TO STEEL FRAMING ATTACHED THROUGH BASE LAYER W/ 1 5 8" TYPE S DRYWALL SCREWS @ 12" O.C. AT END JOINTS AND INTERMEDIATE JOINTS AND 1 12" TYPE G DRYWALL SCREWS 12 IN. O.C. PLACED 2" BACK ON EITHER SIDE OF FACE LAYER END JOINTS. FACE LAYER JOINTS ARE OFFSET 24" FROM BASE LAYER JOINTS. ROOF JOISTS, S.S.D. 18 GA GALVANNEALED PARAPET CAP SIM. A2-302 FACILITIES BUILDING WALL SECTIONS 2 SCALE: 1" = 1'-0" 0 3" 6" 1' 3 SCALE: 1" = 1'-0" 0 3" 6" 1' RESTROOM ENTRY WALL (SEE PLANS, WALL/PARTITION SCHEDULE, AND TYP. DETAIL 7/A2-902) BONDED CERAMIC TILE w/ GRAFFITI-RESISTANT COATING WATER PROOFING MEMBRANE (W.P.M.) THINSET MORTAR (MORTAR THICKNESS & METAL LATH AS REQUIRED) CMU WALL, S.S.D. TYP. RESTROOM FLOOR (SEE PLANS, ROOM FINISH SCHEDULE, AND TYP. DETAIL 9/A2-902) RESINOUS FLOOR COATING, 4" INTEGRAL RESIN COVE, TYP. REINF. CONCRETE MAT SLAB, S.S.D. 4 SCALE: 1" = 1'-0" 0 3" 6" 1' RESTROOM ENTRY SOFFIT 1 HOUR RATED ASSEMBLY PER CBC TABLE 721.1(3) No. 22-1.1 (SEE PLANS, WALL/PARTITION SCHEDULE, AND TYP. DETAIL) BONDED CERAMIC TILE w/ GRAFFITI-RESISTANT COATING WATERPROOFING MEMBRANE (W.P.M.) THINSET MORTAR (MORTAR THICKNESS AS REQUIRED & METAL LATH AS REQUIRED) 12" CEMENT BACKER BOARD 2 LAYERS 5 8" TYPE X GLASS MAT GYPSUM BOARD, SCREWED AND OFFSET JOINTS PER TYP. ROOF ASSEMBLY. COLD FORM METAL FRAMING, S.S.D. TYP. EXTERIOR CMU WALL ASSEMBLY 1 HOUR RATED ASSEMBLY PER CBC TABLE 721.1 (2) NO.3 (SEE PLANS, WALL/PARTITION SCHEDULE, AND TYP. DETAIL 1/A2-902) PORCELAIN TILE THIN SET MORTAR WATERPROOFING ANTI-FRACTURE MEMBRANE (W.P.M.) MORTAR BED WITH METAL LATH AS REQ'D. DRAINAGE PLANE/CLEAVAGE MEMBRANE CMU WALL, S.S.D. SIM. O.H. O.H. MECHANICAL R-38 MINERAL WOOL BLANKET INSULATION AND STORAGE ROOM ENTRY SOFFIT (SEE PLANS, WALL/PARTITION SCHEDULE, AND TYP. DETAIL) BONDED PORCELAIN TILE WATERPROOFING MEMBRANE (W.P.M.) THINSET MORTAR (MORTAR THICKNESS AS REQUIRED & METAL LATH AS REQUIRED) 12" CEMENT BACKER BOARD 2 LAYERS 5 8" TYPE X GLASS MAT GYPSUM BOARD, SCREWED AND OFFSET JOINTS PER TYP. ROOF ASSEMBLY. COLD FORM METAL FRAMING, S.S.D. TYP. INTERIOR RESTROOM WALL ASSEMBLY (SEE PLANS, WALL/PARTITION SCHEDULE, AND TYP. DETAIL 7/A2-902) CMU WALL, S.S.D. THINSET MORTAR (MORTAR THICKNESS AND METAL LATH AS REQUIRED) WATER PROOFING MEMBRANE (W.P.M.) CERAMIC TILE W/ GRAFFITI-RESISTANT COATING SIM. SIM. SIM.

PROPERTY LINE PROVIDE CONT. 1 HR SEALANT & BACKER ROD, TYP. (E) Asphalt concrete to remain November 10, 2025 Packet Pg. 854
12 LLJW The City of Good Living CI TY OF SAN CARLOS CA L I FOR N I A DOWNTOWN PLAN IMPLEMENTATION PHASE IA - HARRINGTON PARK CONSTRUCTION DOCUMENTATION CIVIL ENGINEER CSW|ST2 504 REDWOOD BLVD, STE 310, NOVATO, CA 94947 415.883.9850 ARCHITECT | ENGINEER WARE ASSOCIATES, INC. 440 GRAND AVE, STE 250 OAKLAND, CA 94610 510.992.9888 WARE-ARCHITECTS.COM ELECTRICAL ENGINEER AURUM CONSULTING ENGINEERS 404 W FRANKLIN ST, STE 100, MONTEREY, CA 93940 831.646.3336 WATER FEATURE FLUIDITY DESIGN 724 S SPRING ST #1401, LOS ANGELES, CA 90014 213.739.9291 IRRIGATION DESIGN RMA 2670 CAMINO DIABLO, WALNUT CREEK, CA 94597 925.939.3985 LIGHTING DESIGN HLB LIGHTING 785 MARKET ST, STE 800, SAN FRANCISCO, CA 94103 415.348.8273 AUDIOVISUAL SALTER 130 SUTTER ST, FLOOR 5, SAN FRANCISCO, CA 94104 415.397.0442 LANDSCAPE ARCHITECT WALLACE ROBERTS & TODD, INC 120 2ND ST, 3RD FLOOR SAN FRANCISCO, CA 94105 415.575.4722 WRTDESIGN.COM OWNER CITY OF SAN CARLOS 600 ELM STREET SAN CARLOS, CA 94070 650.802.4264 8976.01 - DOWNTOWN IMPLEMENTATION PHASE 1A - 700 LAUREL ST AND HARRINGTON PARK DATE: 10/30/25 DRAWN BY: CHECKED BY: Sheet Title: Sheet # REVISIONS DATE 12345 6 75% SUBMITTAL / BUILDING PERMIT 09/10/25 CANOPY/PAVILION STRUCTURAL ENGINEER STRUCTURECRAFT BUILDERS USA INC. 2225 N. 56TH STREET SEATTLE, WA 98103 100% SUBMITTAL / BID SET 10/30/25 L I CENSED A RCH I T ECT JOHN QUINLAN WARENo. C 32436 STATE OF CAL IFORNIA Renewal Date 0 6" 1' 2' SCALE: 1 2 2" = 1'-0" 0 6" 1' 2' SCALE: 1 3 2" = 1'-0" 0 6" 1' 2' SCALE: 1 4 2" = 1'-0" 0 6" 1' 2' SCALE: 12" = 1'-0" FINISH FLOOR 0'-0" CEILING 9'-0" FINISH FLOOR 0'-0" CEILING 9'-0" 7 0 6" 1' 2' SCALE: 1 8 2" = 1'-0" 0 6" 1' 2' SCALE: 1 9 2" = 1'-0" 0 6" 1' 2' SCALE: 1 10 2" = 1'-0" 0 6" 1' 2' SCALE: 12" = 1'-0" A2-401 RESTROOM INTERIOR ELEVATIONS 1 0 6" 1' 2' SCALE: 12" = 1'-0" NOTES: 1. ALL INTERIOR ELEVATION DIMENSIONS TO FACE OF FINISH, U.O.N. SEE ARCHITECTURAL DETAILS FOR ASSEMBLY. SEE FINISH SCHEDULE, PLUMBING FIXTURE SCHEDULE, AND PROJECT MANUAL FOR SPECIFICATIONS. CONTRACTOR SHALL VERIFY ALL RESTROOM INTERIOR PLUMBING AND ACCESSIBILITY DIMENSIONS PRIOR TO CURB AND WALL CONSTRUCTION. 2. STAINLESS STEEL LEVITON DECORA (LED) FOR ALL PLATES, SWITCHES, AND DIMMERS, S.E.D. 3. PROVIDE BLOCKING FOR ALL GRAB BARS. 4. FIXTURES AND ACCESSORIES SHALL BE INSTALLED PER ADA & CBC CHAPTER 11B ACCESSIBILITY REQUIREMENTS, TYP. SEE SHEETS A2-008 & A2-009. 5. CONTRACTOR SHALL VERIFY ALL RESTROOM INTERIOR PLUMBING AND ACCESSIBILITY DIMENSIONS. 6 0 6" 1' 2' SCALE: 12" = 1'-0" 5 10.02 10.02 10.04 22.07 22.05 10.0310.08 10.04 10.07 22.02 10.10 10.05 10.12 10.09 10.09 10.03 10.04 10.08 10.07 22.13 22.04 10.12 22.07 22.0510.04 22.0822.06 22.06 10.01 10.04 10.04 22.06 10.08 10.01 22.04 10.10 22.05 10.05 10.12 10.03 17" TYP.
35" TYP.

V.I.F.
20" TYP.
2812" TYP.
23"
34" TYP.
4712" TO SKIRT

MOUNTING
26"
2812"
39" TYP.
38" TYP.
60" TYP.
36" TYP.
17"
17"
40" 9.03 9.03 9.06 9.06 9.06 LAVATORY CLEAR SPACE, 30"X48", TYP. URINAL CLEAR SPACE, 30"x48", TYP. LAVATORY CLEAR SPACE, 30"X48", TYP. Ø60" TOILET CLEAR SPACE, 60"x56", TYP. TOILET MANEUVERING SPACE, 60"x48", TYP. DOOR MANEUVERING SPACE, 48"x48", TYP. BABY DIAPER CHANGING STATION CLEAR SPACE, 30"X48", TYP. TOILET CLEAR SPACE, 60"x56", TYP. TOILET MANEUVERING SPACE, 60"x48", TYP. DOOR MANEUVERING SPACE, 48"x48", TYP. Ø60" UNIVERSAL CHANGING STATION CLEAR SPACE 36" 9.03 9.03 151 18" 2" 2112" 18" 2112" 74" 34" 36" 36" 12" - 40"
ADJUSTABLE ℄℄ ℄ B.O. OPENING 33" A.F.F. 16" 10.06 ℄ B.O. OPENING 33" A.F.F. 10.06 10.06 10.06 4 5 2 3 9 10 7 8 10.13 10.11 40" A.F.F. 17" 22.0922.09 10.11 22.04 10.05 22.02 DIVISION 3 CONCRETE DIVISION 4 MASONRY DIVISION 5 METALS SPEC TAGS: DIVISION 06 WOOD AND PLASTICS DIVISION 08 OPENINGS DIVISION 09 FINISHES DIVISION 10 SPECIALTIES DIVISION 22 PLUMBING DIVISION 26 ELECTRICAL (S.E.D.) 3.02 CAST IN PLACE CONCRETE 3.03 SEALED CONCRETE FLOOR 3.04 CONCRETE PAVING, S.L.A.D. CONCRETE FLOOR, SEALED W/ SLIP-RESISTANT EPOXY COATING 3.05 4.01 CMU WALL, PTD. 4.02 STONE CLADDING 5.01 SHEET METAL, PTD. 6.01 INTEGRAL RESIN COVE BASE 6.02 PLASTIC RESTROOM SIGN, SEE DETAILS 9.01 PORCELAIN TILE 9.03 INTERIOR CERAMIC TILE 9.04 CEMENT BOARD, WATER DURABLE 9.05 PAINTED GYPSUM BOARD 9.06 PAINTED GYPSUM BOARD, WATER DURABLE 10.01 BABY DIAPER CHANGING STATION UNIVERSAL CHANGING TABLE, DETAIL 15/A2-009 10.02 10.03 S.S. TOILET PAPER DISPENSER S.S. STRAIGHT GRAB BARS, ADA COMPLIANT 10.04 10.05 S.S. HAND SOAP DISPENSER 10.06 WASTE RECEPTACLE W/ DOOR 10.07 S.S. TOILET SEAT PAPER DISPENSER 10.08 SANITARY WASTE RECEPTACLE 10.09 S.S. COAT HOOK 22.01 S.S. COMMON SINK 22.02 LAVATORY FAUCET, SELF-METERING S.S. DRINKING FOUNTAIN, ACCESSIBLE, STANDING, BOTTLE-FILLER 22.03 22.04 S.S LAVATORY 22.05 S.S. TOILET, ACCESSIBLE S.S. URINAL, ACCESSIBLE, PROVIDE CLEANOUT ABOVE 22.06 22.07 TOILET AUTOMATIC FLUSHOMETER 22.08 URINAL AUTOMATIC FLUSHOMETER 22.09 FLOOR DRAIN W/ TRAP PRIMER (4" MIN.) 26.01 ELECTRICAL DIMMER SWITCHES & OCCUPANCY SENSOR, S.E.D. 26.02 GFCI ELECTRICAL OUTLET/SWITCH PLATE W/ USB, S.E.D. 26.03 LIGHT FIXTURE, S.E.D. 26.04 LOCKABLE GFCI ELECTRICAL OUTLET, S.E.D. 26.06 FIRE ALARM, S.E.D. DIVISION 09 FINISHES CON'T. DIVISION 10 SPECIALTIES CON'T. DIVISION 22 PLUMBING CON'T. 10.10 NO TOUCH HAND DRYER (SEE PLUMBING SCHEDULE, SHEET A2-802. SEE ELECTRICAL SCHEDULE, S.E.D. SEE FINISH AND MATERIAL SCHEDULE, SHEET A2-802. SEE DOOR AND WINDOW SCHEDULES SHEET A2-801) 22.10 LOCKABLE HOSE BIBB 10.12 SANITARY PRODUCT DISPENSER 10.13 UNIVERSAL CHANGING TABLE INFO SIGN 10.11 S.S. UTILITY SHELF 8.01 METAL LOUVER VENT 8.02 STAINLESS STEEL ACCESS PANEL, S.P.D. 22.13 LOCKABLE HOSE BIBB (HOT AND COLD) 6.04 MASS TIMBER COLUMN, S.S.D. 8.03 RECESSED TILE ACCESS PANEL LAVATORY PLUMBING ACCESS PANEL, TYP. 10.04 9.03 9.03 22.05 10.08 10.05 22.04 10.10 10.03 10.10 22.13 22.13 22.13 9'-0" 9'-0" 40" UNIVERSAL CHANGING STATION EMERGENCY STOP CANE DETECTABLE S.S. PANELS, TYP. 30" CLR. TYP. 32" 32" 64" 94" ℄ 10.12 10.09 10.09 64" 94" ℄ 10.04 10.07 10.07 38" TYP.
60" TYP.
4012" TYP. 43" 51" 8" 8" ALL SIDES OF LIGHTWELL, TYP. ALIGN FLUSH WITH TILE BELOW, TYP. 8.03 ALL SIDES OF LIGHTWELL, TYP. ALIGN FLUSH WITH TILE BELOW, TYP. 2" MIN.
2" MIN. CONTRACTOR SHALL VERIFY SENSOR LOCATION FOR PLUMBING AND ACCESSIBILITY REQUIREMENTS PRIOR TO INSTALLATION, TYP. 38" TYP. MAG. LOCK PUSH TO EXIT BUTTON, SEE DOOR SCHEDULE MAG. LOCK PUSH TO EXIT BUTTON, SEE DOOR SCHEDULE November 10, 2025 Packet Pg. 855
ALL GENDER RESTROOM ALL GENDER RESTROOM ADULT CHANGING TABLE 1 2 LLJW The City of Good Living CI TY OF SAN CARLOS CA L I FOR N I A DOWNTOWN PLAN IMPLEMENTATION PHASE IA - HARRINGTON PARK CONSTRUCTION DOCUMENTATION CIVIL ENGINEER CSW|ST2 504 REDWOOD BLVD, STE 310, NOVATO, CA 94947 415.883.9850 ARCHITECT | ENGINEER WARE ASSOCIATES, INC. 440 GRAND AVE, STE 250 OAKLAND, CA 94610 510.992.9888 WARE-ARCHITECTS.COM ELECTRICAL ENGINEER AURUM CONSULTING ENGINEERS 404 W FRANKLIN ST, STE 100, MONTEREY, CA 93940 831.646.3336 WATER FEATURE FLUIDITY DESIGN 724 S SPRING ST #1401, LOS ANGELES, CA 90014 213.739.9291 IRRIGATION DESIGN RMA 2670 CAMINO DIABLO, WALNUT CREEK, CA 94597 925.939.3985 LIGHTING DESIGN HLB LIGHTING 785 MARKET ST, STE 800, SAN FRANCISCO, CA 94103 415.348.8273 AUDIOVISUAL SALTER 130 SUTTER ST, FLOOR 5, SAN FRANCISCO, CA 94104 415.397.0442 LANDSCAPE ARCHITECT WALLACE ROBERTS & TODD, INC 120 2ND ST, 3RD FLOOR SAN FRANCISCO, CA 94105 415.575.4722 WRTDESIGN.COM OWNER CITY OF SAN CARLOS 600 ELM STREET SAN CARLOS, CA 94070 650.802.4264 8976.01 - DOWNTOWN IMPLEMENTATION PHASE 1A - 700 LAUREL ST AND HARRINGTON PARK DATE: 10/30/25 DRAWN BY: CHECKED BY: Sheet Title: Sheet # REVISIONS DATE 12345 6 75% SUBMITTAL / BUILDING PERMIT 09/10/25 CANOPY/PAVILION STRUCTURAL ENGINEER STRUCTURECRAFT BUILDERS USA INC. 2225 N. 56TH STREET SEATTLE, WA 98103 100% SUBMITTAL / BID SET 10/30/25 L I CENSED A RCH I T ECT JOHN QUINLAN WARENo. C 32436 STATE OF CAL IFORNIA Renewal Date 2 0 6" 1' 2' SCALE: 12" = 1'-0" FINISH FLOOR 0'-0" A2-402 RESTROOM ENTRY INTERIOR ELEVATIONS 3 0 6" 1' 2' SCALE: 12" = 1'-0" 5 0 6" 1' 2' SCALE: 12" = 1'-0" 4 0 6" 1' 2' SCALE: 12" = 1'-0" FINISH FLOOR 0'-0" 1 0 6" 1' 2' SCALE: 12" = 1'-0" DIVISION 3 CONCRETE DIVISION 4 MASONRY DIVISION 5 METALS SPEC TAGS: DIVISION 06 WOOD AND PLASTICS DIVISION 08 OPENINGS DIVISION 09 FINISHES DIVISION 10 SPECIALTIES DIVISION 22 PLUMBING DIVISION 26 ELECTRICAL (S.E.D.) 3.02 CAST IN PLACE CONCRETE 3.03 SEALED CONCRETE FLOOR 3.04 CONCRETE PAVING, S.L.A.D. CONCRETE FLOOR, SEALED W/ SLIP-RESISTANT EPOXY COATING 3.05 4.01 CMU WALL, PTD. 4.02 STONE CLADDING 5.01 SHEET METAL, PTD. 6.01 INTEGRAL RESIN COVE BASE 6.02 PLASTIC RESTROOM SIGN, SEE DETAILS 9.01 PORCELAIN TILE 9.03 INTERIOR CERAMIC TILE 9.04 CEMENT BOARD, WATER DURABLE 9.05 PAINTED GYPSUM BOARD 9.06 PAINTED GYPSUM BOARD, WATER DURABLE 10.01 BABY DIAPER CHANGING STATION UNIVERSAL CHANGING TABLE, DETAIL 15/A2-009 10.02 10.03 S.S. TOILET PAPER DISPENSER S.S. STRAIGHT GRAB BARS, ADA COMPLIANT 10.04 10.05 S.S. HAND SOAP DISPENSER 10.06 WASTE RECEPTACLE W/ DOOR 10.07 S.S. TOILET SEAT PAPER DISPENSER 10.08 SANITARY WASTE RECEPTACLE 10.09 S.S. COAT HOOK 22.01 S.S. COMMON SINK 22.02 LAVATORY FAUCET, SELF-METERING S.S. DRINKING FOUNTAIN, ACCESSIBLE, STANDING, BOTTLE-FILLER 22.03 22.04 S.S LAVATORY 22.05 S.S. TOILET, ACCESSIBLE S.S. URINAL, ACCESSIBLE, PROVIDE CLEANOUT ABOVE 22.06 22.07 TOILET AUTOMATIC FLUSHOMETER 22.08 URINAL AUTOMATIC FLUSHOMETER 22.09 FLOOR DRAIN W/ TRAP PRIMER (4" MIN.) 26.01 ELECTRICAL DIMMER SWITCHES & OCCUPANCY SENSOR, S.E.D. 26.02 GFCI ELECTRICAL OUTLET/SWITCH PLATE W/ USB, S.E.D. 26.03 LIGHT FIXTURE, S.E.D. 26.04 LOCKABLE GFCI ELECTRICAL OUTLET, S.E.D. 26.06 FIRE ALARM, S.E.D. DIVISION 09 FINISHES CON'T. DIVISION 10 SPECIALTIES CON'T. DIVISION 22 PLUMBING CON'T. 10.10 NO TOUCH HAND DRYER (SEE PLUMBING SCHEDULE, SHEET A2-802. SEE ELECTRICAL SCHEDULE, S.E.D. SEE FINISH AND MATERIAL SCHEDULE, SHEET A2-802. SEE DOOR AND WINDOW SCHEDULES SHEET A2-801) 22.10 LOCKABLE HOSE BIBB 10.12 SANITARY PRODUCT DISPENSER 10.13 UNIVERSAL CHANGING TABLE INFO SIGN 10.11 S.S. UTILITY SHELF 8.01 METAL LOUVER VENT 8.02 STAINLESS STEEL ACCESS PANEL, S.P.D. 22.13 LOCKABLE HOSE BIBB (HOT AND COLD) 6.04 MASS TIMBER COLUMN, S.S.D. 8.03 RECESSED TILE ACCESS PANEL NOTES: 1. ALL INTERIOR ELEVATION DIMENSIONS TO FACE OF FINISH, U.O.N. SEE ARCHITECTURAL DETAILS FOR ASSEMBLY. SEE FINISH SCHEDULE, PLUMBING FIXTURE SCHEDULE, AND PROJECT MANUAL FOR SPECIFICATIONS. 2. STAINLESS STEEL LEVITON DECORA (LED) FOR ALL PLATES, SWITCHES, AND DIMMERS, S.E.D. 3. PROVIDE BLOCKING FOR ALL GRAB BARS. 4. FIXTURES AND ACCESSORIES SHALL BE INSTALLED PER ADA & CBC CHAPTER 11B ACCESSIBILITY REQUIREMENTS, TYP. SEE SHEETS A2-008 & A2-009 9.02 6.02 6.02 6.02 6.02 6.04 22.03 9.01 6.04 6.04 22.01 6.04 9.02 10.05 39" TYP. 22.1010.10 22.019.02 3.04 9.01 3.02 22.02 10.05 22.03 3.04 3.02 22.02 3.02 9.01 10.10 22.01 22.03 3.04 39" TYP.
34" TYP.
40"
32" OUTLINE OF CANOPY ABOVE OUTLINE OF ROOF ABOVE BOTTLE FILLER CLEAR SPACE, DRINKING FOUNTAIN 30"X48", TYP. CLEAR SPACE, 30"X48", TYP. LAVATORY CLEAR SPACE, 30"X48", TYP. LAVATORY CLEAR SPACE, 30"X48", TYP. 6'-11"
1'-10" 6'-11"
1'-312" 5'-0" ℄ 1'-612" ℄6'-2" HAND DRYER CLEAR SPACE, 30"X48", TYP. 1'-412"
4'-6" 3'-0" 3'-0" 1'-5" 3"
1'-6" 0'-712"
34"
47" TRASH RECEPTACLE CLEAR SPACE, 30"X48", S.L.A.D., TYP. E.Q. E.Q. 53"
8'-5"
53" 53" 1'-6" 22.10 SIM.
59" TYP. ℄ ALIGN T.O. SIGN 26.06
36"
November 10, 2025 Packet Pg. 856
3 LLJW The City of Good Living CI TY OF SAN CARLOS CA L I FOR N I A DOWNTOWN PLAN IMPLEMENTATION PHASE IA - HARRINGTON PARK CONSTRUCTION DOCUMENTATION CIVIL ENGINEER CSW|ST2 504 REDWOOD BLVD, STE 310, NOVATO, CA 94947 415.883.9850 ARCHITECT | ENGINEER WARE ASSOCIATES, INC. 440 GRAND AVE, STE 250 OAKLAND, CA 94610 510.992.9888 WARE-ARCHITECTS.COM ELECTRICAL ENGINEER AURUM CONSULTING ENGINEERS 404 W FRANKLIN ST, STE 100, MONTEREY, CA 93940 831.646.3336 WATER FEATURE FLUIDITY DESIGN 724 S SPRING ST #1401, LOS ANGELES, CA 90014 213.739.9291 IRRIGATION DESIGN RMA 2670 CAMINO DIABLO, WALNUT CREEK, CA 94597 925.939.3985 LIGHTING DESIGN HLB LIGHTING 785 MARKET ST, STE 800, SAN FRANCISCO, CA 94103 415.348.8273 AUDIOVISUAL SALTER 130 SUTTER ST, FLOOR 5, SAN FRANCISCO, CA 94104 415.397.0442 LANDSCAPE ARCHITECT WALLACE ROBERTS & TODD, INC 120 2ND ST, 3RD FLOOR SAN FRANCISCO, CA 94105 415.575.4722 WRTDESIGN.COM OWNER CITY OF SAN CARLOS 600 ELM STREET SAN CARLOS, CA 94070 650.802.4264 8976.01 - DOWNTOWN IMPLEMENTATION PHASE 1A - 700 LAUREL ST AND HARRINGTON PARK DATE: 10/30/25 DRAWN BY: CHECKED BY: Sheet Title: Sheet # REVISIONS DATE 12345 6 75% SUBMITTAL / BUILDING PERMIT 09/10/25 CANOPY/PAVILION STRUCTURAL ENGINEER STRUCTURECRAFT BUILDERS USA INC. 2225 N. 56TH STREET SEATTLE, WA 98103 100% SUBMITTAL / BID SET 10/30/25 L I CENSED A RCH I T ECT JOHN QUINLAN WARENo. C 32436 STATE OF CAL IFORNIA Renewal Date A2-403 MECHANICAL ROOM INTERIOR ELEVATIONS 2 0 6" 1' 2' SCALE: 1 3 2" = 1'-0" 0 6" 1' 2' SCALE: 12" = 1'-0" 4 0 6" 1' 2' SCALE: 1 5 2" = 1'-0" 0 6" 1' 2' SCALE: 12" = 1'-0" DIVISION 3 CONCRETE DIVISION 4 MASONRY DIVISION 5 METALS SPEC TAGS: DIVISION 08 OPENINGS DIVISION 09 FINISHES DIVISION 26 ELECTRICAL (S.E.D.) 3.02 CAST IN PLACE CONCRETE 3.03 SEALED CONCRETE FLOOR 4.01 CMU WALL, PTD. 5.01 SHEET METAL, PTD. 9.04 CEMENT BOARD, WATER DURABLE 9.05 PAINTED GYPSUM BOARD 9.06 PAINTED GYPSUM BOARD, WATER DURABLE 26.01 ELECTRICAL DIMMER SWITCHES & OCCUPANCY SENSOR, S.E.D. 26.02 GFCI ELECTRICAL OUTLET/SWITCH PLATE W/ USB, S.E.D. 26.03 LIGHT FIXTURE, S.E.D. 26.05 DATA COMMUNICATION OUTLET, S.E.D. 26.06 FIRE ALARM, S.E.D. (SEE PLUMBING SCHEDULE, SHEET A2-802. SEE ELECTRICAL SCHEDULE, S.E.D. SEE FINISH AND MATERIAL SCHEDULE, SHEET A2-802. SEE DOOR AND WINDOW SCHEDULES SHEET A2-801) 8.01 METAL LOUVER VENT 5.02 METAL PLATE 5.04 METAL HANDRAIL DIVISION 22 PLUMBING 22.09 FLOOR DRAIN W/ TRAP PRIMER (4" MIN.) 22.15 DUPLEX SUMP PUMP NOTES: 1. ALL INTERIOR ELEVATION DIMENSIONS TO FACE OF FINISH, U.O.N. SEE ARCHITECTURAL DETAILS FOR ASSEMBLY. SEE FINISH SCHEDULE, PLUMBING FIXTURE SCHEDULE, WATER FEATURE DESIGNER DRAWINGS AND SCHEDULES AND PROJECT MANUAL FOR SPECIFICATIONS. 2. STAINLESS STEEL LEVITON DECORA (LED) FOR ALL PLATES, SWITCHES, AND DIMMERS, S.E.D. 3. FOR STAIR AND HANDRAIL DETAILS INCLUDING ACCESSIBILITY REQUIREMENTS, SEE DETAILS 5 & 6/S2-503. 4. CONTRACTOR TO VERIFY ALL WALL PENETRATION LOCATIONS AND DIMENSIONS WITH ARCHITECT AND OWNER. 3.02 4.01 4.01 3.02 5.04 4.01 3.02 4.01 3.02 8.01 3'-312" 8'-612" 2'-4" 8'-5" 1'-1"
2'-4" 3'-11" 5'-7" 2'-9" 9'-1" 1 0 6" 1' 2' SCALE: 12" = 1'-0" 5 2 3 4 9.06 8.01 2" DISCHARGE PIPE IN 4" WALL PENETRATION FOR FILTER PUMP 8" SUCTION PIPE IN 12" WALL PENETRATION AND 4" DISCHARGE PIPE IN 6" WALL PENETRATION FOR WEIR PUMP 5.04 22.09 WATER FEATURE EQUIPMENT COORDINATION IN PROGRESS. CONFIRM LOCATIONS AND EQUIPMENT REQUIREMENTS WITH WATER FEATURE DESIGNER, TYP. OZONATOR, S.W.F.D., N.I.C. CHLORINATOR, S.W.F.D., N.I.C. SAND FILTER, S.W.F.D., N.I.C. IRRIGATION CONTROLLER, S.I.D., S.E.D. COMMERCIAL POOL PUMP, S.W.F.D., N.I.C. FILTER PUMP, S.W.F.D., N.I.C. FOUNTAIN LIGHTING CONTROL PANEL, S.W.F.D., N.I.C. FOUNTAIN CONTROL PANEL, S.W.F.D., N.I.C. FOUNTAIN DISTRIBUTION PANEL, N.I.C. FOUNTAIN CONTROL PANEL, N.I.C. FOUNTAIN LIGHTING CONTROL PANEL, N.I.C. COMMERCIAL POOL PUMP SAND FILTER, N.I.C. OZONATOR, N.I.C. CHLORINATOR FILTER PUMP, N.I.C. 3 T @ 11" 4 R @ 7" MAX. DN 3'-612" (3) 3 4" ELECTRICAL CONDUITS IN 3" WALL PENETRATIONS 2" LEVEL SENSOR PIPE IN 4" WALL PENETRATION 2" ROCK DISCHARGE PIPE IN 4" WALL PENETRATION 12"
V.I.F.
18"
V.I.F. STORAGE SHELVING, N.I.C., BY CITY
9"
V.I.F. 16" MIN. 10" MIN. 10" MIN. R1'-1" 28.70' F.F. 26.37' F.F. 4'-112" 5'-0"
1'-8" 18'-0"
11'-10"
6'-012" 22.15 STORAGE SHELVING, N.I.C., BY CITY
1'-6" 3'-6" 22.15 SEE DETAIL 15/A2-901 FOR TYPICAL SLEEVED PENETRATION IRRIGATION CONTROLLER FOUNTAIN DISTRIBUTION PANEL, S.W.F.D., N.I.C. 3.03 112" MIN. 4" SUCTION PIPE IN 6" WALL PENETRATION November 10, 2025 Packet Pg. 857
4 4 A2-404 STORAGE INTERIOR ELEVATIONS 2 0 6" 1' 2' SCALE: 1 3 2" = 1'-0" 0 6" 1' 2' SCALE: 12" = 1'-0" 4 0 6" 1' 2' SCALE: 1 5 2" = 1'-0" 0 6" 1' 2' SCALE: 12" = 1'-0" LLJW The City of Good Living CI TY OF SAN CARLOS CA L I FOR N I A DOWNTOWN PLAN IMPLEMENTATION PHASE IA - HARRINGTON PARK CONSTRUCTION DOCUMENTATION CIVIL ENGINEER CSW|ST2 504 REDWOOD BLVD, STE 310, NOVATO, CA 94947 415.883.9850 ARCHITECT | ENGINEER WARE ASSOCIATES, INC. 440 GRAND AVE, STE 250 OAKLAND, CA 94610 510.992.9888 WARE-ARCHITECTS.COM ELECTRICAL ENGINEER AURUM CONSULTING ENGINEERS 404 W FRANKLIN ST, STE 100, MONTEREY, CA 93940 831.646.3336 WATER FEATURE FLUIDITY DESIGN 724 S SPRING ST #1401, LOS ANGELES, CA 90014 213.739.9291 IRRIGATION DESIGN RMA 2670 CAMINO DIABLO, WALNUT CREEK, CA 94597 925.939.3985 LIGHTING DESIGN HLB LIGHTING 785 MARKET ST, STE 800, SAN FRANCISCO, CA 94103 415.348.8273 AUDIOVISUAL SALTER 130 SUTTER ST, FLOOR 5, SAN FRANCISCO, CA 94104 415.397.0442 LANDSCAPE ARCHITECT WALLACE ROBERTS & TODD, INC 120 2ND ST, 3RD FLOOR SAN FRANCISCO, CA 94105 415.575.4722 WRTDESIGN.COM OWNER CITY OF SAN CARLOS 600 ELM STREET SAN CARLOS, CA 94070 650.802.4264 8976.01 - DOWNTOWN IMPLEMENTATION PHASE 1A - 700 LAUREL ST AND HARRINGTON PARK DATE: 10/30/25 DRAWN BY: CHECKED BY: Sheet Title: Sheet # REVISIONS DATE 12345 6 75% SUBMITTAL / BUILDING PERMIT 09/10/25 CANOPY/PAVILION STRUCTURAL ENGINEER STRUCTURECRAFT BUILDERS USA INC. 2225 N. 56TH STREET SEATTLE, WA 98103 100% SUBMITTAL / BID SET 10/30/25 L I CENSED A RCH I T ECT JOHN QUINLAN WARENo. C 32436 STATE OF CAL IFORNIA Renewal Date DIVISION 3 CONCRETE DIVISION 4 MASONRY DIVISION 5 METALS SPEC TAGS: DIVISION 06 WOOD AND PLASTICS DIVISION 08 OPENINGS DIVISION 09 FINISHES DIVISION 26 ELECTRICAL (S.E.D.) 3.02 CAST IN PLACE CONCRETE 3.03 SEALED CONCRETE FLOOR 3.04 CONCRETE PAVING, S.L.A.D. CONCRETE FLOOR, SEALED W/ SLIP-RESISTANT EPOXY COATING 3.05 4.01 CMU WALL, PTD. 5.01 SHEET METAL, PTD. 5.04 METAL HANDRAIL 6.01 INTEGRAL RESIN COVE BASE 9.04 CEMENT BOARD, WATER DURABLE 9.05 PAINTED GYPSUM BOARD 9.06 PAINTED GYPSUM BOARD, WATER DURABLE 26.01 ELECTRICAL DIMMER SWITCHES & OCCUPANCY SENSOR, S.E.D. 26.02 GFCI ELECTRICAL OUTLET/SWITCH PLATE W/ USB, S.E.D. 26.03 LIGHT FIXTURE, S.E.D. 26.05 DATA COMMUNICATION OUTLET, S.E.D. 26.06 FIRE ALARM, S.E.D. (SEE PLUMBING SCHEDULE, SHEET A2-802. SEE ELECTRICAL SCHEDULE, S.E.D. SEE FINISH AND MATERIAL SCHEDULE, SHEET A2-802. SEE DOOR AND WINDOW SCHEDULES SHEET A2-801) 8.01 METAL LOUVER VENT DIVISION 22 PLUMBING 22.11 S.S. MOP SINK 22.12 MOP SINK FAUCET (HOT AND COLD) 5.02 METAL PLATE 22.14 ELECTRIC WATER HEATER NOTES: 1. ALL INTERIOR ELEVATION DIMENSIONS TO FACE OF FINISH, U.O.N. SEE ARCHITECTURAL DETAILS FOR ASSEMBLY. SEE FINISH SCHEDULE, PLUMBING FIXTURE SCHEDULE, ELECTRICAL SCHEDULE, AND PROJECT MANUAL FOR SPECIFICATIONS. 2. STAINLESS STEEL LEVITON DECORA (LED) FOR ALL PLATES, SWITCHES, AND DIMMERS, S.E.D. 4.01 9.06 22.11 4.01 5.02 6.01 22.11 22.12 9'-10" 9'-10" 1 0 6" 1' 2' SCALE: 12" = 1'-0" 22.11 22.12 22.14 3 2 5 4 72" 24" 24" MPOE BOARD CLEAR SPACE, 18" A/V ROLL OUT RACK CLEAR SPACE 22.14 4.01 ELECTRICAL AND CONTROLLER EQUIPMENT COORDINATION IN PROGRESS. EXACT LOCATIONS AND CLEARANCES TO BE CONFIRMED. HYDRAULIC BOLLARD CONTROLLER, S.E.D. MPOE BOARD, S.E.D. 36" FIRE ALARM CONTROL PANEL, S.E.D. LIGHTING CONTROL PANEL, S.E.D. 4812" HYDRAULIC BOLLARD CONTROLLER MPOE BOARD, S.E.D FIRE ALARM CONTROL PANEL, S.E.D. LIGHTING CONTROL PANEL, S.E.D. 13'-8" 18'-0" 73" FUTURE STORAGE SHELVING, N.I.C., BY CITY FUTURE WORKBENCH, N.I.C., BY CITY 96" 93" FIRE ALARM DOCUMENTATION CABINET, S.E.D. PANEL "A" S.E.D. PANEL "A1" S.E.D. AV EQUIPMENT AREA, SEE AV ENGINEERS DRAWINGS, S.E.D. FIRE ALARM DOCUMENTATION CABINET, S.E.D. PANEL "A" AND "A1", S.E.D.

November 10, 2025 Packet Pg. 858
RESTROOM DOOR MECHANICAL ROOM DOOR STEEL COILING SERVICE DOOR A B C LLJW The City of Good Living CITY OF SAN CARLOS CAL I FORN I A DOWNTOWN PLAN IMPLEMENTATION PHASE IA - HARRINGTON PARK CONSTRUCTION DOCUMENTATION CIVIL ENGINEER CSW|ST2 504 REDWOOD BLVD, STE 310, NOVATO, CA 94947 415.883.9850 ARCHITECT | ENGINEER WARE ASSOCIATES, INC. 440 GRAND AVE, STE 250 OAKLAND, CA 94610 510.992.9888 WARE-ARCHITECTS.COM ELECTRICAL ENGINEER AURUM CONSULTING ENGINEERS 404 W FRANKLIN ST, STE 100, MONTEREY, CA 93940 831.646.3336 WATER FEATURE FLUIDITY DESIGN 724 S SPRING ST #1401, LOS ANGELES, CA 90014 213.739.9291 IRRIGATION DESIGN RMA 2670 CAMINO DIABLO, WALNUT CREEK, CA 94597 925.939.3985 LIGHTING DESIGN HLB LIGHTING 785 MARKET ST, STE 800, SAN FRANCISCO, CA 94103 415.348.8273 AUDIOVISUAL SALTER 130 SUTTER ST, FLOOR 5, SAN FRANCISCO, CA 94104 415.397.0442 LANDSCAPE ARCHITECT WALLACE ROBERTS & TODD, INC 120 2ND ST, 3RD FLOOR SAN FRANCISCO, CA 94105 415.575.4722 WRTDESIGN.COM OWNER CITY OF SAN CARLOS 600 ELM STREET SAN CARLOS, CA 94070 650.802.4264 8976.01 - DOWNTOWN IMPLEMENTATION PHASE 1A - 700 LAUREL ST AND HARRINGTON PARK DATE: 10/30/25 DRAWN BY: CHECKED BY: Sheet Title: Sheet # REVISIONS DATE 12345 6 75% SUBMITTAL / BUILDING PERMIT 09/10/25 CANOPY/PAVILION STRUCTURAL ENGINEER STRUCTURECRAFT BUILDERS USA INC. 2225 N. 56TH STREET SEATTLE, WA 98103 100% SUBMITTAL / BID SET 10/30/25 L I CENSED A RCH I T ECT JOHN QUINLAN WARENo. C 32436 STATE OF CAL IFORNIA Renewal Date A2-801 FACILITIES BUILDING DOOR & WINDOW SCHEDULES SKYLIGHT SCHEDULE NO LOCATION ROOM# PROPOSED UNIT WIDTH UNIT HEIGHT/LENGTH SASH RECESS MATERIAL FINISH HARDWARE GROUP MANUFACTURER GLAZING SCREEN DETAILS REMARKS HEAD SILL JAMB 1 RESTROOM 1 102 SKYLIGHT FIXED CURB MOUNT 1'-6" 4'-2 1/2" - ALUMINUM CLEAR ANODIZED - MAXIM OBSCURE, DUAL TEMPERED LoE2, LAMINATED NO - - 14/A2-905 DGCM 1447, CURB MOUNTED, SEE SPECS. 2 RESTROOM 2 103 SKYLIGHT FIXED CURB MOUNT 1'-6" 4'-2 1/2" - ALUMINUM CLEAR ANODIZED - MAXIM OBSCURE, DUAL TEMPERED LoE2, LAMINATED NO - - 14/A2-905 DGCM 1447, CURB MOUNTED, SEE SPECS. 3 MECHANICAL ROOM 104 SKYLIGHT FIXED CURB MOUNT 1'-6" 4'-2 1/2" - ALUMINUM CLEAR ANODIZED - MAXIM OBSCURE, DUAL TEMPERED LoE2, LAMINATED NO - - 14/A2-905 DGCM 1447, CURB MOUNTED, SEE SPECS. 2412 ZA SC WS01 DOOR SCHEDULE NO LOCATION ROOM# DOOR TYPE DESCRIPTION UNIT WIDTH UNIT HEIGHT/LENGTH MATERIAL FINISH HARDWARE GROUP MANUFACTURER SCREEN DETAILS NOTES HEAD SILL JAMB 1 RESTROOM 1 102 A EXTERIOR SWING DOOR 3'-0" 7'-0" STEEL PTD. #1 DKS 1600 NO 1/A2-904 2/A2-904 3/A2-904 DKS 1600, PTD. WITH 2" UNDERCUT, 10" S.S. KICKPLATE, AND 12"X24" AIR LOUVERS 700TL SERIES S.S. LOUVER W/ S.S. INSECT SCREEN (FREE AREA > 0.76 SF, S.M.D.), TORX SCREWS, AND DRAINAGE HOLES 2 RESTROOM 2 103 A EXTERIOR SWING DOOR 3'-0" 7'-0" STEEL PTD. #1 DKS 1600 NO 1/A2-904 2/A2-904 3/A2-904 DKS 1600, PTD. WITH 2" UNDERCUT, 10" S.S. KICKPLATE, AND 12"X24" AIR LOUVERS 700TL SERIES S.S. LOUVER W/ S.S. INSECT SCREEN (FREE AREA > 0.76 SF, S.M.D.), TORX SCREWS, AND DRAINAGE HOLES 3 MECHANICAL ROOM ENTRY 104 B EXTERIOR SWING DOOR 3'-0" 7'-0" STEEL PTD. #2 DKS 1600 NO 1/A2-904 7/A2-904 3/A2-904 DKS 1600, PTD. 4 STORAGE COILING DOOR 105 C COILING DOOR 10'-0" 8'-0" STEEL PTD. #3 CORNELL ESD10 NO 5/A2-904 - 6/A2-904 MANUAL PUSH UP OPERATION, EXTERIOR CYLINDER LOCK WITH INTEIROR THUMBTURN, INSIDE WALL FACE MOUNTED, FLAT SLAT, STORM SEALING THRESHOLD AND WEATHER STRIPPING. 2412 ZA SC DS01 DOOR HARDWARE SCHEDULE 2412 ZA SC DS02 GROUP #1 (RESTROOM DOOR) QTY. UNIT PRODUCT MFR. PRODUCT NO. FINISH/NOTES 1 EA. HINGES MARKAR FM300 STAINLESS STEEL 1 EA. LEVERSET SCHLAGE LV-9456 WITH XL13-439 KEY OVERRIDE SATIN CHROME, VANDALGUARD, KEY CYLINDER EXTERIOR, LARGE ADA INTERIOR THUMBTURN W/ OCCUPANCY INDICATOR ("OCCUPIED"/"VACANT") 1 EA. DOOR STOP/CLOSER NORTON RIXSON 7500 SATIN NICKEL PLATED, WITH UNITROL ARM FOR INTEGRATED STOP. 1 EA. LOCKSET/CYLINDER BEST CONFIRM KEY FORMAT AND KEYING W/ CITY 1 EA. LATCH GUARD IVES LG1-630 STAINLESS STEEL 1 EA. MAGNETIC DOOR LOCKING SYSTEM SECURITRON MAGNALOCK M62 AUTOMATED DOOR LOCKING SYSTEM, PROGRAMMABLE WITH PUSH TO EXIT BUTTON (TS-2), AND BPS POWER SUPPLY, PROVIDE COMPLETE IN PLACE. COORDINATE WITH LEVERSET AND LOCKSET. CONFIRM CONTROLS AND REQUIREMENTS WITH CITY. GROUP #2 (MECHANICAL ROOM DOOR) QTY. UNIT PRODUCT MFR. PRODUCT NO. FINISH/NOTES 1 EA. HINGES MARKAR FM 300 STAINLESS STEEL 1 EA. LEVERSET SCHLAGE LV9464 WITH XL11-886 SATIN CHROME, VANDALGUARD SINGLE CYLINDER DEADBOLT WITH INSIDE ACTIVE LEVER 1 EA. LOCKSET/CYLINDER BEST CONFIRM KEY FORMAT AND KEYING W/ CITY 1 EA. LATCH GUARD IVES LG1-630 STAINLESS STEEL 1 EA. THRESHOLD PEMKO 2748 ALUMINUM 1 EA. SEAL PEMKO 209 ALUMINUM GROUP #3 (OVERHEAD COILING DOOR) QTY. UNIT PRODUCT MFR. PRODUCT NO. FINISH/NOTES 1 EA. CYLINDER CORE BEST CONFIRM KEY FORMAT AND KEYING W/ CITY 1 EA. LOCKSET OVERHEAD DOOR EXTERIOR KEYED CYLINDER LOCK W/ THUMB TURN ON INSIDE TO PREVENT ENTRAPMENT DOOR HARDWARE GENERAL NOTES: 1. DOOR HARDWARE SHALL BE OPERABLE WITH ONE HAND AND NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE HAND PER CBC 11B-404.2.7. 2. DOOR THRESHOLDS SHALL COMPLY WITH CBC 11B-404.2.5. 3. DOOR OPENING FORCE SHALL BE 5 LBS MAX. PER CBC 11B-404.2.7. 4. CONTRACTOR SHALL PROVIDE AUTOMATED DOOR LOCKING SYSTEM COMPLETE IN PLACE. DOOR LOCKING SYSTEM SHALL BE PROGRAMMABLE TO PERMIT ENTRY DURING OWNER SPECIFIED HOURS AND ALLOW FREE EGRESS AT ALL TIMES. SCALE: 1" : 1'-0" 1 3 2 1'-6" 4'-212" 6'-10" TYP. F.F. 1 2 3 7'-0" 8'-0" 0 6" 1' 2' SCALE: 12" = 1'-0" 0 3" 6" 1' DGCM 1447 3'-0" 3'-0" 7'-0" 10'-0" 2'-0" 1'-0" 11" 3'-0" 3'-0" 2" 10" High S.S. Kickplate on push side November 10, 2025 Packet Pg. 859
LLJW The City of Good
Living CITY OF SAN CARLOS CAL I FORN I A DOWNTOWN PLAN IMPLEMENTATION PHASE IA - HARRINGTON PARK CONSTRUCTION DOCUMENTATION CIVIL ENGINEER CSW|ST2 504 REDWOOD BLVD, STE 310, NOVATO, CA 94947 415.883.9850 ARCHITECT | ENGINEER WARE ASSOCIATES, INC. 440 GRAND AVE, STE 250 OAKLAND, CA 94610 510.992.9888 WARE-ARCHITECTS.COM ELECTRICAL ENGINEER AURUM CONSULTING ENGINEERS 404 W FRANKLIN ST, STE 100, MONTEREY, CA 93940 831.646.3336 WATER FEATURE FLUIDITY DESIGN 724 S SPRING ST #1401, LOS ANGELES, CA 90014 213.739.9291 IRRIGATION DESIGN RMA 2670 CAMINO DIABLO, WALNUT CREEK, CA 94597 925.939.3985 LIGHTING DESIGN HLB LIGHTING 785 MARKET ST, STE 800, SAN FRANCISCO, CA 94103 415.348.8273 AUDIOVISUAL SALTER 130 SUTTER ST, FLOOR 5, SAN FRANCISCO, CA 94104 415.397.0442 LANDSCAPE ARCHITECT WALLACE ROBERTS & TODD, INC 120 2ND ST, 3RD FLOOR SAN FRANCISCO, CA 94105 415.575.4722 WRTDESIGN.COM OWNER CITY OF SAN CARLOS 600 ELM STREET SAN CARLOS, CA 94070 650.802.4264 8976.01 - DOWNTOWN IMPLEMENTATION PHASE 1A - 700 LAUREL ST AND HARRINGTON PARK DATE: 10/30/25 DRAWN BY: CHECKED BY: Sheet Title: Sheet # REVISIONS DATE 12345 6 75% SUBMITTAL / BUILDING PERMIT 09/10/25 CANOPY/PAVILION STRUCTURAL ENGINEER STRUCTURECRAFT BUILDERS USA INC. 2225 N. 56TH STREET SEATTLE, WA 98103 100% SUBMITTAL / BID SET 10/30/25 L I CENSED A RCH I T ECT JOHN QUINLAN WARENo. C 32436 STATE OF CAL IFORNIA Renewal Date 2412 ZA SC PF01 PLUMBING FIXTURE SCHEDULE PLUMBING FIXTURES TAG ROOM # LOCATION ITEM MFR MODEL DESCRIPTION FINISH GPM OR GPF REQUIRED GPM OR GPF QTY NOTES 22.01 101 COVERED ENTRY TROUGH LAVATORY ACORN NEO-METRO SS WEDGE WSW 260 60" HAND WASH TROUGH SINK, 2 USERS SS 316 1 INCLUDE MATCHING TRAP COVER, DAISEY STRAINER, AND PLASTIC P-TRAP 22.02 101, 102, 103 COVERED ENTRY, RESTROOMS 1 & 2 FAUCET CHICAGO FAUCET 333-665PSHVPAABCP SINGLE SUPPLY SELF-CLOSING COMMERCIAL BATHROOM METERING FAUCET SS 0.25 GAL/CYCLE 0.5 GPM 4 22.03 101 COVERED ENTRY DRINKING FOUNTAIN AND BOTTLE FILLER MOST DEPENDABL EFOUNTAINS 10145SMFA WATER BOTTLE FILLER AND BI-LEVEL DRINKING FOUNTAIN, ADA-ACCESSIBLE, FRONT APPROACH CHROME 1.5 GPM 1 WITH LEAF AND DEBRIS STRAINER AND WATER FILTER 22.04 102, 103 RESTROOMS 1 & 2 LAVATORY ACORN NEO-METRO SS WEDGE WSW 130 30" HAND WASH TROUGH SINK SS 2 INCLUDE MATCHING TRAP COVER, DAISEY STRAINER, AND PLASTIC P-TRAP. TAMPER RESISTANT BOLTS, PROVIDE CUSTOM CANE DETECTABLE STAINLESS STEEL PANELS ON EACH SIDE. 22.05 102, 103 RESTROOMS 1 & 2 TOILET ACORN 1680-W-1 OFF-FLOOR SIPHON JET TOILET FOR REAR MOUNT CHASE APPLICATION SS 304 1.28 GPF 1.28 GPF 2 22.06 103 RESTROOM 2 URINAL ACORN 1709HEU-W-1 ADA COMPLIANT HIGH EFFICIENCY URINAL FOR REAR MOUNTED CHASE APPLICATION SS 304 0.125 GPF 0.125 GPF 1 22.07 102, 103 RESTROOMS 1 & 2 FLUSHOMETER SLOAN ROYAL ROYAL CONCEALED HARDWIRED SENSOR WATER CLOSET FLUSHOMETER SS 1.28 GPF 1.28 GPF 2 PROVIDE COMPLETE IN PLACE, CONTRACTOR TO VERIFY CONCEALED HARDWIRED SENSOR COMPATIBILITY WITH PLUMBING FIXTURE AND ADA PLACEMENT REQUIREMENTS. 22.08 103 RESTROOM 2 URINAL FLUSHOMETER SLOAN ROYAL ROYAL CONCEALED HARDWIRED SENSOR URINAL FLUSHOMETER SS 1.0 GPF 1 PROVIDE COMPLETE IN PLACE, CONTRACTOR TO VERIFY CONCEALED HARDWIRED SENSOR COMPATIBILITY WITH PLUMBING FIXTURE AND ADA PLACEMENT REQUIREMENTS. 22.09 102, 103, 104 RESTROOMS 1 & 2, MECHANICAL ROOM FLOOR DRAIN ZURN Z415B DURA-COATED CAST IRON BODY WITH BOTTOM OUTLET. TYPE B POLISHED NICKEL BRONZE, LIGHT-DUTY HEEL PROOF STRAINER 3 PROVIDE WITH 1/2" TRAP PRIMER CONNECTION 22.10 102 COVERED ENTRY LOCKABLE HOSE BIB ZURN Z1332XL-EZ ENCASED WALL HYDRANT (HOSE BIB) SS 1 PROVIDE (3) LOOSE KEYS TO OWNER 22.11 105 STORAGE ROOM MOP SINK ACORN 1630 24" STAINLESS STEEL SECURITY MOP SINK SS 304 1 22.12 105 STORAGE ROOM MOP SINK FAUCET CHICAGO FAUCET 540-LD897SCP MOP SERVICE SINK FAUCET SS 2.2 GPM 2.2 GPM 1 22.13 102, 103 RESTROOMS 1 & 2 LOCKABLE HOSE BIBB HOT & COLD ZURN Z1327-EZ HOT/COLD ENCASED WALL HYDRANT SS 2 PROVIDE (3) LOOSE KEYS TO OWNER 22.14 105 STORAGE ROOM ELECTRIC WATER HEATER RHEEM PROPH50 T0 RH120M PLUG IN HEAT PUMP WATER HEATER S.P.D. 22.15 104 FOUNTAIN MECHANICAL ROOM DUPLEX SUMP PUMP SYSTEM ION PRODUCTS MPPIII DUPLEX SUMP SYSTEM W/ CONTROLLER, BACK UP BATTERY AND PHONE DIALING HIGH WATER ALARM INSTALLED COMPLETE AND IN PLACE. 1 SEE DETAIL DETAIL 12/A2-901 22.17 FOUNTAIN MECHANICAL ROOM ENTRANCE 2" SUMP PUMP NOZZLE JAY R. SMITH MFG. CO. 1770-ADA-NB-2 NOZZLE FOR SUMP PUMP OUTFLOW NICKEL BRONZE 1 COMPLIES WITH ADA REQS. FOR PROTRUSIONS ALONG WALKWAYS. S.P.D. 22.18 FOUNTAIN MECHANICAL ROOM ENTRANCE 4" DOWNSPOUT NOZZLE JAY R. SMITH MFG. CO. 1770-ADA-NB-4 NOZZLE FOR DOWNSPOUT/OVERFLOW NICKEL BRONZE 4 COMPLIES WITH ADA REQS. FOR PROTRUSIONS ALONG WALKWAYS. S.P.D. 1 RESTROOM ACCESSORIES SCHEDULE RESTROOM ACCESSORIES TAG ROOM # LOCATION ITEM MFR MODEL DESCRIPTION FINISH QTY NOTES 10.01 103 RESTROOM 2 BABY DIAPER CHANGING STATION KOALA KARE KB310-SSWM HORIZONTAL STAINLESS STEEL WALL MOUNTED SS 1 10.02 102 RESTROOM 1 UNIVERSAL CHANGING TABLE KOALA KARE KB3000-AHL HORIZONTAL STAINLESS STEEL WALL MOUNTED, ADULT, POWERED SS 1 300 LB CAPACITY MIN. 10.03 102,103 RESTROOMS 1 & 2 S.S. TOILET PAPER DISPENSER VANDAL STOP VSP-OFUx3 SURFACE MOUNT 3 ROLL DISPENSER SS 316 2 10.04 102,103 RESTROOMS 1 & 2 S.S. STRAIGHT GRAB BARS, ADA COMPLIANT BOBRICK B-6806 Series 1-1/2" DIA. STRAIGHT GRAB BAR SS 304 4 SEE PLANS FOR LENGTHS 10.05 101, 102,103 COVERED ENTRY, RESTROOMS 1 & 2 S.S. HAND SOAP DISPENSER OPS 1015-01G SURFACE-MOUNTED 1000ML REFILL SIZE MANUAL, FOAM, VANDAL PROOF OPS SOAP DISPENSER, SILVER MATTE 3 10.06 102,103 RESTROOMS 1 & 2 WASTE RECEPTACLE W/ DOOR BOBRICK B-35633 RECESSED WASTE RECEPTACLE WITH DISPOSAL DOOR, SS 304 2 10.07 102,103 RESTROOMS 1 & 2 S.S. TOILET SEAT COVER DISPENSER VANDAL STOP VSP-TSCD SURFACE MOUNT TOILET SEAT COVER DISPENSER SS 316 2 10.08 102,103 RESTROOMS 1 & 2 SANITARY WASTE RECEPTACLE VANDAL STOP VSP-SWR-316L-12g VANDAL RESISTANT SANITARY WASTE RECEPTACLE SS 316 2 10.09 102,103 RESTROOMS 1 & 2 S.S. COAT HOOK BOBRICK B9542 COAT HOOK SS 304 4 10.10 101, 102,103 COVERED ENTRY, RESTROOMS 1 & 2 HAND DRYER DYSON AIRBLADE V HAND DRYER SPRAYED NICKEL SS 3 10.11 102 RESTROOM 1 S.S. UTILITY SHELF VANDAL STOP AA-VRS-0816-304L-12g VANDAL RESISTANT 32" W X 8" DEEP UTILITY SHELF SS 1 10.12 101, 102 RESTROOMS 1 & 2 SANITARY NAPKIN AND TAMPON DISPENSER EVOGEN COIN FREE EVOGEN COIN FREE SANITARY N APKIN AND TAMPON DISPENSER SS 2 10.13 102 RESTROOM 1 UNIVERSAL CHANGING TABLE INFO SIGN KOALA KARE WALL MOUNTED INFORMATIONAL SIGN FOR KB3000-AHL 1 2412 ZA SC WS01 2 ROOM FINISH SCHEDULE RESTROOM BUILDING ROOM FINISH SCHEDULE ROOM # ROOM NAME FLOOR FINISH BASEBOARD WALL FINISH ACCENT FINISH CEILING FINISH COMMENT NORTH EAST SOUTH WEST 101 COVERED ENTRY 3.02 SEE PLANS 9.03 SEE PLANS 102 RESTROOM 1 3.05 6.01 9.03 9.03 9.03 9.03 9.06 103 RESTROOM 2 3.05 6.01 9.03 9.03 9.03 9.03 9.06 104 MECHANICAL ROOM 3.03 6.01 4.01 4.01 4.01 4.01 9.06 105 STORAGE ROOM 3.03 6.01 4.01 4.01 4.01 9.06 9.06 2412 ZA SC WS01 3 A2-802 FACILITIES BUILDING SCHEDULES 4 CODE MATERIAL MANUFACTURER (OR EQUAL) SUPPLIER SUPPLLIER PHONE# SUPPLIER EMAIL PRODUCT (OR EQUAL) FINISH/TYPE COLOR SIZE LOCATION / NOTES 3.02 CAST IN PLACE CONCRETE SEALED INTEGRAL COLOR, SEE SPECS FACILITIES BUILDING EXTERIOR EXPOSED SLAB AND CURB, BROOM FINISH ON WALKING SURFACES 3.03 SEALED CONCRETE FLOOR SEALED INTEGRAL COLOR, SEE SPECS FOUNTAIN MECHANICAL ROOM FLOOR 3.04 CONCRETE PAVING INTEGRAL COLOR, S.L.A.D., SEE SPECS EXTERIOR PAVING, S.L.A.D. 3.05 CONCRETE FLOOR, SEALED, W/ SLIP-RESISTANT EPOXY COATING WESTCOAT DUBRO QUARTZ EPOXY RESIN NON-SLIP SEE SPECS, T.B.D. RESTROOM AND STORAGE ROOM FLOOR AND COVE 4.01 CMU WALL, PTD MISC. CONC. MASONRY UNIT PTD SEE SPECS, 09 91 00 T.B.C. FOUNTAIN MECHANICAL ROOM AND STORAGE ROOM INTERIOR WALLS, PTD 4.03 CMU WALL, LATEX WATERPROOFED MISC. CONC. MASONRY UNIT W/ EXTERIOR LATEX WATERPROOFER LATEX WATERPROOFED SEE SPECS 07 14 16 FACILITIES BUILDING EXTERIOR WALL ADJACENT TO EXISTING BUILDING, SEE SPECS 07 14 16 LATEX BASE MASONRY WATERPROOFING 5.01 SHEET METAL SEE SPECS. SECTION 07 62 00 GALV. & PTD. CUSTOM PEWTER GRAY, T.B.C. FACILITIES BUILDING PARAPET CAP AND MISC. FLASHING 5.02 METAL PLATE STEEL PLATE, SEE SPECS. SECTION 05 50 00 DUPLEX PTD PEWTER 3/8" AROUND MECHANICAL ROOM WALL VENTS, COILING SERVICE DOOR JAMB AND HEADER 5.03 SHEET METAL SEE SPECS GALV. & PTD. COLOR TO MATCH STANDING SEAM ROOF CANOPY ROOF EAVE AND MISC. FLASHING 5.04 METAL HANDRAIL GALV. & PTD. SEE SPECS 05 50 00 FOUNTAIN MECHANICAL ROOM STAIR HANDRAIL 6.01 RESIN BASE SPEED COVE INTEGRAL COVE BASE 1/4"X4" RESTROOMS AND STORAGE ROOM FOR RESINOUS FLOOR FINISH 6.02 PLASTIC RESTROOM SIGN RESTROOM WALL AND DOOR ID RESTROOM ENTRIES, SEE DETAILS, SEE ACCESSIBILITY DETAILS 6.04 MASS TIMBER COLUMN PAVILION AND FACILITIES BUILDING CANOPY, SEE TIMBER ENGINEER DRAWINGS 6.05 MASS TIMBER CEILING PAVILION AND FACILITIES BUILDING CANOPY, SEE TIMBER ENGINEER DRAWINGS 7.01 METAL MECHANICALLY FASTENED STANDING SEAM ROOF W/ LAP SEALANT AEP SPAN SPAN LOCK HP ZINC GRAY FACILITIES BUILDING CANOPY ROOF 7.02 SBS ASPHALT ROOF GAF SBS ASPHALT ROOFING SEE SPECS SEE SPECS RESTROOM FLAT ROOF 8.01 ALUMINUM VENT INDUSTRIAL LOUVERS, INC. WALL VENT MODEL BV KYNAR CHARCOAL, SEE SPECS 15-5/8" X 7 5/8" FOUNTAIN MAINTENANCE ROOM 8.02 STAINLESS STEEL ACCESS PANEL - SEE SPECS. SECTION 08 31 00 S.S. SEE SPECS. 8"X8" ACCESS PANELS FOR FLOOR DRAIN TRAP PRIMERS IN RESTROOMS 8.03 FLUSH TILE ACCESS PANEL KARP DSC-210 TILE FINISH 24"X36" RECESSED ACCESS DOOR FOR TILE FINISH TO MATCH RESTROOM WALLS. CYLINDER LOCK AND KEY WITH VANDAL RESISTANT LATCH. CONFIRM KEYING WITH OWNER. 8.04 EXTERIOR ELECTRICAL METER ACCESS PANEL NYSTROM XTM EXTERIOR ACCESS DOOR, MORTISE LOCK ALUMINUM, PTD. MATCH TILE 36"X28" FACILITIES BUILDING EXTERIOR, PROVIDE COMPLETE IN PLACE WITH MORTISE LOCK, CONFIRM KEYING WITH CITY 9.01 PORCELAIN TILE EMSER MILESTONE SEE SPEC. MOON FACILITIES BUILDING EXTERIOR, TILE SELECTION T.B.C., SEE SPECS 9.02 EXTERIOR CERAMIC TILE DALTLIE REMEDY SEE SPEC. HYDRO RESTROOM ENTRY, EXTERIOR TILE SELECTION T.B.C., SEE SPECS 9.03 INTERIOR CERAMIC TILE DALTILE REMEDY SEE SPEC. VITALITY RESTROOM INTERIOR, TILE SELECTION T.B.C., SEE SPECS 9.04 CEMENT BOARD, WATER DURABLE PERMABASE PERMABASE CEMENT BACKER BOARD W/ EDGETECH NONE 1/2" TILE BACKER BOARD 9.05 PAINTED GYPSUM BOARD USG, GP MOLD & IMPACT RESISTANT TYPE-X GYPSUM PTD. SEE SPECS. 09 91 00 5/8" 9.06 GYPSUM GLASS-MAT BOARD IMPACT & MOLD RESISTANT USG, GP GLASS-MAT MOLD & IMPACT RESISTANT TYPE-X GYPSUM PTD. SEE SPECS. 09 91 00 5/8" 9.07 FIBER CEMENT PANEL SIDING JAMES HARDIE HARDIE PANEL FIBER CEMENT BOARD INTEGRAL COLOR GRAY SLATE 3/4" FACILITIES BUILDING OVERHANG ADJACENT EXISTING BUILDING 10.14 CAST METAL LETTERS IMPACT SIGNS CAST METAL SIGN, 12" "HELVETICA" FONT (IMPACTSIGNS.COM) SEE SPECS. SEE SPECS. FACILITIES BUILDING SOUTH ELEVATION 12.01 OUTDOOR LIGHTED ENCLOSED BULLETIN BOARD ALPPHABET SIGNS OUTDOOR LIGHTED ENCLOSED BULLETIN BOARD, TWO DOOR, WATER RESISTANT SEE SPECS. SEE SPECS 60" X 36" FOUNTAIN MECHANICAL ROOM ENTRANCE FINISH AND MATERIALS SCHEDULE 2412 ZA SC FS01 November 10, 2025 Packet Pg. 860
LLJW The City of Good Living CI TY OF SAN CARLOS CA L I FOR N I A DOWNTOWN PLAN IMPLEMENTATION PHASE IA - HARRINGTON PARK CONSTRUCTION DOCUMENTATION CIVIL ENGINEER CSW|ST2 504 REDWOOD BLVD, STE 310, NOVATO, CA 94947 415.883.9850 ARCHITECT | ENGINEER WARE ASSOCIATES, INC. 440 GRAND AVE, STE 250 OAKLAND, CA 94610 510.992.9888 WARE-ARCHITECTS.COM ELECTRICAL ENGINEER AURUM CONSULTING ENGINEERS 404 W FRANKLIN ST, STE 100, MONTEREY, CA 93940 831.646.3336 WATER FEATURE FLUIDITY DESIGN 724 S SPRING ST #1401, LOS ANGELES, CA 90014 213.739.9291 IRRIGATION DESIGN RMA 2670 CAMINO DIABLO, WALNUT CREEK, CA 94597 925.939.3985 LIGHTING DESIGN HLB LIGHTING 785 MARKET ST, STE 800, SAN FRANCISCO, CA 94103 415.348.8273 AUDIOVISUAL SALTER 130 SUTTER ST, FLOOR 5, SAN FRANCISCO, CA 94104 415.397.0442 LANDSCAPE ARCHITECT WALLACE ROBERTS & TODD, INC 120 2ND ST, 3RD FLOOR SAN FRANCISCO, CA 94105 415.575.4722 WRTDESIGN.COM OWNER CITY OF SAN CARLOS 600 ELM STREET SAN CARLOS, CA 94070 650.802.4264 8976.01 - DOWNTOWN IMPLEMENTATION PHASE 1A - 700 LAUREL ST AND HARRINGTON PARK DATE: 10/30/25 DRAWN BY: CHECKED BY: Sheet Title: Sheet # REVISIONS DATE 12345 6 75% SUBMITTAL / BUILDING PERMIT 09/10/25 CANOPY/PAVILION STRUCTURAL ENGINEER STRUCTURECRAFT BUILDERS USA INC. 2225 N. 56TH STREET SEATTLE, WA 98103 100% SUBMITTAL / BID SET 10/30/25 L I CENSED A RCH I T ECT JOHN QUINLAN WARENo. C 32436 STATE OF CAL IFORNIA Renewal Date A2-803 FACILITIES BUILDING WATERPROOFING SCHEDULE WATERPROOFING SCHEDULE NOTES: 1. CONTRACTOR SHALL VERIFY COMPATIBILITY OF ALL WATERPROOFING PRODUCTS PER MANUFACTURER'S RECOMMENDATIONS PRIOR TO APPLICATION, TYP. GROUP #1 (BELOW GRADE WATERPROOFING) DESCRIPTION MFR. NAME ACCESSORY PRODUCTS SPECIFICATIONS NOTES PRE-APPLIED SHEET WATERPROOFING SIKA SIKAPROOF A+12 SEE MANUF. SPECS. SEE MANUF. SPECS. TAPE FOR PRE-APPLIED SHEET WATERPROOFING SIKA SIKAPROOF TAPE A+ N SEE MANUF. SPECS. SEE MANUF. SPECS. PRE-APPLIED SEALANT SIKA SIKASWELL S-2 SEE MANUF. SPECS. SEE MANUF. SPECS. POST-APPLIED SHEET WATERPROOFING SIKA SIKAPROOF A+12 SEE MANUF. SPECS. SEE MANUF. SPECS. CEMENT MODIFIED ADHESIVE FOR POST-APPLIED SHEET WATERPROOFING SIKA SIKAPROOF ADHESIVE-22 SEE MANUF. SPECS. SEE MANUF. SPECS. EXTERIOR WATERPROOFING TAPE SIKA SIKAPROOF EXTAPE-100 SEE MANUF. SPECS. SEE MANUF. SPECS. POST-APPLIED SEALANT SIKA EVERFLASH 407 SEE MANUF. SPECS. SEE MANUF. SPECS. HYDROPHILIC WATERSTOP SIKA HYDROTITE CJ-1020 [ALT. SIKA SWELLSTOP] SEE MANUF. SPECS. SEE MANUF. SPECS. HYDROPHILIC SEALANT SIKA SIKASWELL SEE MANUF. SPECS. SEE MANUF. SPECS. HYBRID SEALANT SIKA SIKAFLEX HY 150 SEE MANUF. SPECS. SEE MANUF. SPECS. DRAINMAT SIKA DRAINAGE MAT 420 SEE MANUF. SPECS. SEE MANUF. SPECS. CLEAR WATER REPELANT SEALER PROSOCO SILOXANE PD SEE MANUF. SPECS. SEE MANUF. SPECS. 1 November 10, 2025 Packet Pg. 861
LLJW The City of Good Living CI TY OF SAN CARLOS CA L I FOR N I A DOWNTOWN PLAN IMPLEMENTATION PHASE IA - HARRINGTON PARK CONSTRUCTION DOCUMENTATION CIVIL ENGINEER CSW|ST2 504 REDWOOD BLVD, STE 310, NOVATO, CA 94947 415.883.9850 ARCHITECT | ENGINEER WARE ASSOCIATES, INC. 440 GRAND AVE, STE 250 OAKLAND, CA 94610 510.992.9888 WARE-ARCHITECTS.COM ELECTRICAL ENGINEER AURUM CONSULTING ENGINEERS 404 W FRANKLIN ST, STE 100, MONTEREY, CA 93940 831.646.3336 WATER FEATURE FLUIDITY DESIGN 724 S SPRING ST #1401, LOS ANGELES, CA 90014 213.739.9291 IRRIGATION DESIGN RMA 2670 CAMINO DIABLO, WALNUT CREEK, CA 94597 925.939.3985 LIGHTING DESIGN HLB LIGHTING 785 MARKET ST, STE 800, SAN FRANCISCO, CA 94103 415.348.8273 AUDIOVISUAL SALTER 130 SUTTER ST, FLOOR 5, SAN FRANCISCO, CA 94104 415.397.0442 LANDSCAPE ARCHITECT WALLACE ROBERTS & TODD, INC 120 2ND ST, 3RD FLOOR SAN FRANCISCO, CA 94105 415.575.4722 WRTDESIGN.COM OWNER CITY OF SAN CARLOS 600 ELM STREET SAN CARLOS, CA 94070 650.802.4264 8976.01 - DOWNTOWN IMPLEMENTATION PHASE 1A - 700 LAUREL ST AND HARRINGTON PARK DATE: 10/30/25 DRAWN BY: CHECKED BY: Sheet Title: Sheet # REVISIONS DATE 12345 6 75% SUBMITTAL / BUILDING PERMIT 09/10/25 CANOPY/PAVILION STRUCTURAL ENGINEER STRUCTURECRAFT BUILDERS USA INC. 2225 N. 56TH STREET SEATTLE, WA 98103 100% SUBMITTAL / BID SET 10/30/25 L I CENSED A RCH I T ECT JOHN QUINLAN WARENo. C 32436 STATE OF CAL IFORNIA Renewal Date 4/28/2025 1817 1514 12 6 16 4 1 A2-901 FACILITIES BLDG FNDN & WATERPROOFING DETAILS 0 1 2 4 2412 ZA WP02 2" F.F. SEE PLAN TYP. MAT SLAB RETAINING WALL WATERPROOFING Provide subdrainage system per Geotechnical Engineer's recommendations Drainmat used as protection board between pre-applied waterproofing membrane and drain rock. Post-applied waterproofing membrane Drainmat, wrap filer fabric at top per manuf. Waterstop Cement modified adhesive for post-applied sheet waterproofing. Approved undisturbed native soil or compacted fill 4" Ø schedule (SDR-35) 40, PVC perf. pipe, cont. around all foundation, slope to sump pump, provide clean out at origin, TYP. 3 4" Clean crushed drain rock, wrapped in filter fabric, TYP. Filter fabric Structural conc. w/ Xypex, S.S.D. Exterior waterproofing tape over butt joint between pre-applied and post-applied sheet waterproofing, TYP. Pre-applied sheet waterproofing stops 2" below top of mat slab so that post-applied sheet waterproofing may lap over seam between slab and wall. Pre-applied sheet waterproofing. 0 3 6 12 UFER GROUND DETAIL grounding electrode conductor bolted-type connection device or exothermic weld 2412 ZA GD96 2" min. 20'-0" minimum grounding electrode conc. foundation non metallic protective sleeve No. 4 AWG or larger bare copper conductor or #4 steel reinf. bar or rod not less than 12" Ø 0 1 2 4 TYP. UNDER SLAB 2412 ZA FL03 Mat slab w/ Xypex, S.S.D. Pre-applied sheet waterproofing Filter fabric 12" - 3 4" clean crushed drain rock Prepared subgrade MIN2" LAP Tape for pre-applied sheet waterproofing Drainmat as protection board. 0 1 2 4 TYP. SLAB PENETRATION 2412 ZA WP13 Mat slab w/ Xypex, S.S.D. Hydrophilic water stop Pre-applied sealant Prepared subgrade Pre-applied sheet waterproofing Pre-applied sheet waterproofing target patch around penetration Tape for pre-applied sheet waterproofing Tape for pre-applied sheet waterproofing Subbase drain rock NOTE: See manuf. instructions, TYP. Pipe penetration Wrap w/ 14" foam tape, TYP. FNDN. WATERPROOFING2412 ZA32 OUTSIDE CORNER DETAILS NOTE: FOR REFERENCE ONLY, SEE MANUF. INSTRUCTIONS, TYP. N.T.S. WATERPROOFING MEMBRANE: SIKA A+12 OR EQUAL. SEE SCHEDULE SHEET FOR ADDITIONAL INFO. FNDN. WATERPROOFING INSIDE 2412 ZA 32 CORNER DETAILS NOTE: FOR REFERENCE ONLY, SEE MANUF. INSTRUCTIONS, TYP. N.T.S. WATERPROOFING MEMBRANE: SIKA A+12 OR EQUAL. SEE SCHEDULE SHEET FOR ADDITIONAL INFO. 18" compacted impervious soil "cap" backfill, TYP. (2) #3 long, con't 4" 0 1 2 4 TYP. TOP OF FOUNDATION Drainmat, wrap filter fabric at top per manuf. recommendations Con't. sealant and backer rod 12" Joint Filler Conc. wall w/ Xypex, S.S.D. Concrete slopes to drain, S.C.D. Prosoco clear water repellant sealer Siloxane PD or SIM., TYP. Tile, see wall schedule Drain rock in Filter Fabric 2412 ZA26 2" Terminate Drainmat 6" below finish grade. Provide 6" lap of clear water repellant sealer and post-applied sheet waterproofing. Terminate post-applied sheet waterproofing 2" below finish grade per manuf. Terminate post-applied sheet waterproofing with bead of post-applied sealant 6" 0 1 2 4 2412 ZA WP19 Note: For penetration size and spacing, refer to 14/S2-503 TYP. RETAINING WALL PENETRATION Link-Seal Modular seal Post-applied sealant Drainmat Structural conc. wall w/ Xypex, S.S.D. Stainless steel pipe sleeve Sealant & backer rod Post-applied sheet W.P. Waterstop Cement Modified Adhesive Wrap pipe penetration with Exterior Waterproofing Tape 2410 Z09 0 3 6 12 STORAGE ROOM Provide compacted sub base and backfill per sump basin manuf. recommendation. 18" x 30" polyethylene basin, Zoeller model 31-0615 or similar. Duplex sump pump with phone dialing high water alarm and battery backup installer per manuf. recommendations, S.P.D. Inlet height per manuf. Steel cover for sump basin. Discharge line with in-line check valve per manuf. recommendations. S.P.D. Extension for 18" x 30" polyethylene basin as req'd to allow inlet height per. manuf., Zoeller model 31-1473 or similar. GFCI outlet for sump pump, S.E.D. See S2-101 for reinforcing at opening in slab for sump See S2-101 for reinforcing at raised slab & stairs SUMP PUMP PIT SECTION AT Phone Dialing High Water Alarm Note: For sump information see Plumbing Fixture Schedule 3/A2-802 November 10, 2025 Packet Pg. 862
LLJW The City of Good Living CI TY OF SAN CARLOS CA L I FOR N I A DOWNTOWN PLAN IMPLEMENTATION PHASE IA - HARRINGTON PARK CONSTRUCTION DOCUMENTATION CIVIL ENGINEER CSW|ST2 504 REDWOOD BLVD, STE 310, NOVATO, CA 94947 415.883.9850 ARCHITECT | ENGINEER WARE ASSOCIATES, INC. 440 GRAND AVE, STE 250 OAKLAND, CA 94610 510.992.9888 WARE-ARCHITECTS.COM ELECTRICAL ENGINEER AURUM CONSULTING ENGINEERS 404 W FRANKLIN ST, STE 100, MONTEREY, CA 93940 831.646.3336 WATER FEATURE FLUIDITY DESIGN 724 S SPRING ST #1401, LOS ANGELES, CA 90014 213.739.9291 IRRIGATION DESIGN RMA 2670 CAMINO DIABLO, WALNUT CREEK, CA 94597 925.939.3985 LIGHTING DESIGN HLB LIGHTING 785 MARKET ST, STE 800, SAN FRANCISCO, CA 94103 415.348.8273 AUDIOVISUAL SALTER 130 SUTTER ST, FLOOR 5, SAN FRANCISCO, CA 94104 415.397.0442 LANDSCAPE ARCHITECT WALLACE ROBERTS & TODD, INC 120 2ND ST, 3RD FLOOR SAN FRANCISCO, CA 94105 415.575.4722 WRTDESIGN.COM OWNER CITY OF SAN CARLOS 600 ELM STREET SAN CARLOS, CA 94070 650.802.4264 8976.01 - DOWNTOWN IMPLEMENTATION PHASE 1A - 700 LAUREL ST AND HARRINGTON PARK DATE: 10/30/25 DRAWN BY: CHECKED BY: Sheet Title: Sheet # REVISIONS DATE 12345 6 75% SUBMITTAL / BUILDING PERMIT 09/10/25 CANOPY/PAVILION STRUCTURAL ENGINEER STRUCTURECRAFT BUILDERS USA INC. 2225 N. 56TH STREET SEATTLE, WA 98103 100% SUBMITTAL / BID SET 10/30/25 L I CENSED A RCH I T ECT JOHN QUINLAN WARENo. C 32436 STATE OF CAL IFORNIA Renewal Date RESTROOM UPDATE 4/28/2025 1817 1514 10 7 54 21 9 A2-902 FACILITIES BUILDING ENVELOPE & TYP. DETAILS 0 1 2 4 2412 ZAWX22 EXT. LARGE FORMAT TILE AT CMU WALL W/ PTD INT. INTERIOR EXTERIOR Large format porcelain wall tile CMU wall, S.S.D. Waterproofing membrane (W.P.M.) CMU PTD, see finish schedule Thinset mortar adhesive Mortar screed w/ metal lath Cleavage membrane/ drainage plane Epoxy grout 0 1 2 4 2412 ZA24 4" Epoxy Resin Floor Coating w/ 4" cove up curb R1" Varies, see elevs. 8" Reinf. Concrete mat slab, S.S.D. CMU wall, see plan, S.S.D. Cont. sealant S.S. Edging Profile, TYP. INTERIOR RESTROOM & STORAGE EXTERIOR Varies, see elevs.Porcelain Wall Tile, see 1/- BASE FINISH Interior ceramic tile where occurs, see 7/- GL F.O.C. S.S. #36 style weep screed TYP. INT. & EXT TILE WALL 0 2 4 8 FACILITIES BUILDING CONCRETE 2412 ZA FL01 Sealed concrete floor, where occurs, see finish schedule Slab on grade, S.S.D. Con't. horizontal 15 mil. sheet vapor barrier & waterproofing membrane Gravel bed Prepared subgrade FLOOR Epoxy Resin Floor Coating, where occurs, see finish schedule 0 1 2 4 2412 ZA01 EXT. LARGE FORMAT TILE AT METAL STUD WALL EXTERIOR Large format porcelain wall tile W.P.M. Thinset mortar adhesive Mortar screed w/ metal lath Cleavage membrane/ drainage plane Epoxy grout Cold formed metal stud framing, S.S.D. Cementitious backer board CMU wall, S.S.D. Varies, see plan Plywood, S.S.D. 0 1 2 4 2412 ZA03 EXT. SMALL FORMAT TILE AT CMU WALL W/ TILE INT. INTERIOR EXTERIOR Ceramic wall tile CMU wall, S.S.D. W.P.M. Ceramic Wall Tile Thinset mortar Thinset mortar adhesive Epoxy grout Grout Mortar joints struck flush to block surface or surface parged per W.P.M. manuf. req.s 0 1 2 4 EXTERIOR LARGE TILE CORNER2412 ZA14 Large format porcelain wall tile Mortar screed w/ metal lath PLAN EXTERIOR INTERIOR W.P.M. Thinset mortar adhesive Cont. flexible sealant expansion joint w/ backer as req., match grout color, TYP. Epoxy grout, TYP. CMU wall, S.S.D. Metal stud wall, S.S.D. FRAMED TO CMU WALLCleavage membrane/ drainage plane Countersunk Titen or masonry screw 11 0 1 2 4 LARGE FORMAT TILE TO SMALL FORMAT TILE CORNER 2412 ZA15 CMU wall, S.S.D. Cont. flexible sealant expansion joint w/ compressible backer/ bond breaker tape as req. at substrate change, match grout color, TYP. W.P.M. Thinset mortar adhesive Ceramic wall tile 12" Cementitious backerboard Large format porcelain wall tile Mortar screed w/ metal lath EXTERIOR PLAN W.P.M. Thinset mortar adhesive Cont. sealant, TYP. Epoxy grout, TYP. Metal stud wall, S.S.D. Cleavage membrane/ drainage plane 0 1 2 4 EXTERIOR LARGE TILE CORNER 2412 ZA16 AT FRAMED WALLS Large format porcelain wall tile Mortar screed w/ metal lath PLAN EXTERIOR INTERIOR W.P.M. Thinset mortar adhesive Butt joint w/ cont. sealant, TYP. Metal framed wall, S.S.D. Cleavage membrane/ drainage plane Epoxy grout, TYP. 12" Cementitious backer board 0 1 2 4 2412 ZA28 FUTURE SECURITY CAMERA ON EXTERIOR TILE WALLFuture security camera fixture mounted per manufacturers instructions, see elevations for locations, S.E.D. Continuous sealant bead around mounting plate Large format porcelain tile Screw through rubber sealing washer CMU wall, S.S.D. Water Proofing Membrane (W.P.M.) Cleavage membrane / drainage layer where occurs Mortar bed with metal lath Thinset mortar adhesive 0 1 2 4 2412 ZA01 INT. TILE OVER METAL STUD WALLCMU wall, INTERIOR S.S.D. See plan Cementitious backer board Ceramic Wall Tile Thinset mortar Grout Marine grade plywood where req. Cold formed metal stud framing, S.S.D. 0 1 2 4 TYP. INT. & EXT FRAMED TILE 2412 ZA63 R1" 4" Epoxy Resin Floor Coating w/ 4" cove up curb Reinf. Concrete mat slab, S.S.D. 5 8" Water durable cement backer board Cont. sealant S.S. Edging Profile, TYP. INTERIOR RESTROOM EXTERIOR Varies, see elevs. Porcelain Wall Tile, see 4/- S.S. #36 style weep screed WALL BASE FINISH Interior ceramic tile on thinset mortar see 7/-, SIM. Metal stud wall 12" TYP. 12" P.T. blocking, coat all cuts, TYP. 0 1 2 4 EXTERIOR LARGE TILE CORNER2412 ZA64 FRAMED TO CMU WALL PLAN Tile, see 7/- W.P.M. SAF (E) BLDG Epoxy adhesive, both sides 6" Field applied min. 3 4" deep injected sealant band and corner bead along side of WFR2 as shown both sides Seal exposed CMU, TYP.

PROPERTY LINE Emshield WFR1 fire retardant impregnated foam w/ factory applied and cured silicone facing, both sides 312" V.I.F. Cont. sealant at corner, TYP.

November 10, 2025 Packet Pg. 863
LLJW The City of Good Living CI TY OF SAN CARLOS CA L I FOR N I A DOWNTOWN PLAN IMPLEMENTATION PHASE IA - HARRINGTON PARK CONSTRUCTION DOCUMENTATION CIVIL ENGINEER CSW|ST2 504 REDWOOD BLVD, STE 310, NOVATO, CA 94947 415.883.9850 ARCHITECT | ENGINEER WARE ASSOCIATES, INC. 440 GRAND AVE, STE 250 OAKLAND, CA 94610 510.992.9888 WARE-ARCHITECTS.COM ELECTRICAL ENGINEER AURUM CONSULTING ENGINEERS 404 W FRANKLIN ST, STE 100, MONTEREY, CA 93940 831.646.3336 WATER FEATURE FLUIDITY DESIGN 724 S SPRING ST #1401, LOS ANGELES, CA 90014 213.739.9291 IRRIGATION DESIGN RMA 2670 CAMINO DIABLO, WALNUT CREEK, CA 94597 925.939.3985 LIGHTING DESIGN HLB LIGHTING 785 MARKET ST, STE 800, SAN FRANCISCO, CA 94103 415.348.8273 AUDIOVISUAL SALTER 130 SUTTER ST, FLOOR 5, SAN FRANCISCO, CA 94104 415.397.0442 LANDSCAPE ARCHITECT WALLACE ROBERTS & TODD, INC 120 2ND ST, 3RD FLOOR SAN FRANCISCO, CA 94105 415.575.4722 WRTDESIGN.COM OWNER CITY OF SAN CARLOS 600 ELM STREET SAN CARLOS, CA 94070 650.802.4264 8976.01 - DOWNTOWN IMPLEMENTATION PHASE 1A - 700 LAUREL ST AND HARRINGTON PARK DATE: 10/30/25 DRAWN BY: CHECKED BY: Sheet Title: Sheet # REVISIONS DATE 12345 6 75% SUBMITTAL / BUILDING PERMIT 09/10/25 CANOPY/PAVILION STRUCTURAL ENGINEER STRUCTURECRAFT BUILDERS USA INC. 2225 N. 56TH STREET SEATTLE, WA 98103 100% SUBMITTAL / BID SET 10/30/25 L I CENSED A RCH I T ECT JOHN QUINLAN WARENo. C 32436 STATE OF CAL IFORNIA Renewal Date 12 5 A2-903 FACILITIES BUILDING DETAILS 0 1 2 4 LAVATORY WALL DETAILS 2412 ZA18 312" TYP. 6" Soap Dispenser, see plan 1/A2-402 and schedules sheet A2-802 S.S. Lavatory and faucets, see schedule Tile, see finish schedule, see 7/A2-902 Tile, see finish schedule, see 4/A2-902 54 Mil Stud partial height wall, S.S.D. T.O. LAVATORY 34" A.F.F. 12" P.T. plywood Porcelain tile top Drinking fountain and bottle filler, see plumbing schedule W.R.B. 12" cement backer board Mortar bed, see typical detail W.P.M. Timber column, behind, see Timber Engineer Drawings T.O. Tile 4'-5" A.F.F. Slope pavers and slab below to drain Slope pavers and slab below to drain, S.C.D. Pavers, S.L.A.D., TYP. Note: For additional notes, see 18/S2-503 0 1 2 4 LAVATORY WALL AT TIMBER COLUMN DETAIL 2412 ZA36 Tile, see finish schedule, see 7/A2-902 Tile, see finish schedule, see 4/A2-902 54 Mil Stud partial height wall, S.S.D. Timber column, see Timber Structural Engineer drawings T.O. Tile 4'-5" A.F.F. Cont. flexible sealant w/ backer rod Porcelain tile top 1" Marine Grade plywood Note: See detail 13/ST401 and 15/S2-503 for typical timber column base connection.

November 10, 2025 Packet Pg. 864
LLJW The City of Good Living CI TY OF SAN CARLOS CA L I FOR N I A DOWNTOWN PLAN IMPLEMENTATION PHASE IA - HARRINGTON PARK CONSTRUCTION DOCUMENTATION CIVIL ENGINEER CSW|ST2 504 REDWOOD BLVD, STE 310, NOVATO, CA 94947 415.883.9850 ARCHITECT | ENGINEER WARE ASSOCIATES, INC. 440 GRAND AVE, STE 250 OAKLAND, CA 94610 510.992.9888 WARE-ARCHITECTS.COM ELECTRICAL ENGINEER AURUM CONSULTING ENGINEERS 404 W FRANKLIN ST, STE 100, MONTEREY, CA 93940 831.646.3336 WATER FEATURE FLUIDITY DESIGN 724 S SPRING ST #1401, LOS ANGELES, CA 90014 213.739.9291 IRRIGATION DESIGN RMA 2670 CAMINO DIABLO, WALNUT CREEK, CA 94597 925.939.3985 LIGHTING DESIGN HLB LIGHTING 785 MARKET ST, STE 800, SAN FRANCISCO, CA 94103 415.348.8273 AUDIOVISUAL SALTER 130 SUTTER ST, FLOOR 5, SAN FRANCISCO, CA 94104 415.397.0442 LANDSCAPE ARCHITECT WALLACE ROBERTS & TODD, INC 120 2ND ST, 3RD FLOOR SAN FRANCISCO, CA 94105 415.575.4722 WRTDESIGN.COM OWNER CITY OF SAN CARLOS 600 ELM STREET SAN CARLOS, CA 94070 650.802.4264 8976.01 - DOWNTOWN IMPLEMENTATION PHASE 1A - 700 LAUREL ST AND HARRINGTON PARK DATE: 10/30/25 DRAWN BY: CHECKED BY: Sheet Title: Sheet # REVISIONS DATE 12345 6 75% SUBMITTAL / BUILDING PERMIT 09/10/25 CANOPY/PAVILION STRUCTURAL ENGINEER STRUCTURECRAFT BUILDERS USA INC. 2225 N. 56TH STREET SEATTLE, WA 98103 100% SUBMITTAL / BID SET 10/30/25 L I CENSED A RCH I T ECT JOHN QUINLAN WARENo. C 32436 STATE OF CAL IFORNIA Renewal Date 18 65 321 8 16 A2-904 FACILITIES BUILDING OPENING DETAILS 0 1 2 4 TYP. DOOR JAMB 2412 ZA02 Ceramic tile, where occurs Thinset mortar as req., where occurs Masonry adjustable wire anchor at every other course. Coordinate installation w/ wall construction [ALT: Post installed tapcon concrete screws] Metal door, PTD., see schedule Door frame, galv., PTD. 8" MAX. CMU Wall Exterior tile assembly, see elevs., see TYP. details Align S.A.F. INTERIOR EXTERIOR Cont. sealant w/ backer rod, TYP. 316" Aluminum angle, PTD. 0 1 2 4 2412 ZA21 Interior-face-of-wall mounted coiling service door, install per manufacturer's recommendations, see door schedule, A2-801 CMU wall & header, S.S.D. 3 8" HDG Steel PL., PTD. 14" x 4" Titen HD screw @ 16" O.C., staggered, S.S. A316, CTSK, TYP. Adhered porcelain tile Align A 22 GA. GSM flashing w/ hemmed drip edge, PTD. SAF T.O. DOOR SEE SCHED. COILING SERVICE DOOR HEAD 9" HDG Steel PL., PTD. width to match wall width, V.I.F., TYP. Angle guide system by door manf. 114" Door Mounting Bracket, see manufacturer drawings 12" Drainage Plane / cleavage membrane Mortar w/ metal lath INTERIOR EXTERIOR W.P.M. Thinset mortar adhesive 0 1 2 4 2412 ZA29 COILING SERVICE DOOR JAMB 912" HDG Steel PL. width to match wall width, V.I.F., TYP. 114" Inside-Face-of-Wall mounted coiling service door, see door schedule, A2-801 CMU wall, S.S.D. Porcelain Tile, see elev.s, see finish schedule Align A W.P.M. S.A.F. strip Titen HD screws per manufacturer's recommendations 3 8" HDG Steel PL., PTD. 14" x 4" Titen HD screw @ 8" O.C., staggered, S.S. A316, CTSK Angle guide system by door manufacturer Storm sealing threshold below Drainage Plane / cleavage membrane 0 1 2 4 2412 ZA04 W.P.M. Entry door frame, PTD., see sched. EXTERIOR INTERIOR TYP. DOOR HEADER Tile, see wall schedule Cleavage membrane/drainage plane where occurs Leveling coat or mortar bed w/ metal lath where occurs CMU lintel, S.S.D. Thinset mortar adhesive SAF 22 GA. GSM flashing w/ drip edge, PTD. 12" Tile w/ thinset mortar where occurs, see sched. Entry door, PTD.,see sched. Cont. sealant w/ backer rod, TYP. 0 1 2 4 MECHANICAL ROOM DOOR SILL 2412 ZA05 INTERIOR EXTERIOR Paving, S.L.A.D. Conc. slab, S.S.D. Pemco Anodized Aluminum saddle door threshold, set in mastic sealant at each end. Install w/ S.S. screws set in sealant, TYP. Door shoe, Pemco 209 Aluminum Metal door, PTD., see sched. Prosoco clear water repellant sealer Siloxane PD or SIM. TYP. Cont. sealant w/ backer rod, TYP. 14" Slope to drain, S.C.D. Sheet waterproofing see 14/A2-901 0 1 2 4 2412 ZA31 LOUVER VENT IN CMU WALL Porcelain Tile W.P.M. S.A.F. Drainage Plane /cleavage membrane CMU wall, S.S.D. 14"x4" Titen HD screws CTSK @ 12" O.C. (4 MIN.) Align Varies, see elevations 22 GA. S.S. Flashing w/ hemmed drip edge Provide Cont. sealant around wall vent, TYP. Composite shim as req. 13 4" MIN., TYP. Align 12" Alum. wall vent, see Material sched., see specs 3 8" HDG Steel PL., top & sides, PTD. Align EXTERIOR INTERIOR 24 GA S.S. sill pan w/ back dam, sloped, set in sealant Varies see elevs. Conc. curb, S.S.D. 8" TYP., S.S.D. Prosoco clear water repellant sealer Siloxane PD or SIM., TYP. Paving, S.L.A.D. T.O. CURB 29.65' Conc. mat slab, S.S.D. 0 1 2 4 TYP. RESTROOM DOOR 2412 ZA09 INTERIOR EXTERIOR Conc. slab, S.S.D. Metal door, PTD., see sched. Prosoco clear water repellant sealer Siloxane PD or SIM. TYP. 2" Resinous floor coating Paving, S.L.A.D. Sand, S.L.A.D. Cont. sealant w/ backer rod, TYP. 14" Slope to drain, S.C.D. Note: Change in elevation from top of resinous floor to top of paver shall not exceed 14" at door threshold THRESHOLD 4" Match rough opening width TYP. OPENING SILL PAN 2412 ZWP33 not to scale EXTERIOR INTERIOR End dam (side dam) Side flange Front flange (turn down leg) Pan portion of sill pan. No fasteners through pan portion-fasten at side dams and side flanges. Slope to drain. Side flange End dam 5-12" 4" Watertight corners and joints, TYP. Solder all joints, TYP. 112" (34" MIN.) high back dam. Hem edge., V.I.F. 1. Typical exterior vent. flashing 2. Fabricate pan flashing from 24 gauge Stainless Steel. Fold up vertical edge below threshold. Do not nail at horizontal surface. NOTES Extend to top of opening finish, V.I.F. Rear leg (back dam) FLASHING November 10, 2025 Packet Pg. 865
LLJW The City of Good Living CI TY OF SAN CARLOS CA L I FOR N I A DOWNTOWN PLAN IMPLEMENTATION PHASE IA - HARRINGTON PARK CONSTRUCTION DOCUMENTATION CIVIL ENGINEER CSW|ST2 504 REDWOOD BLVD, STE 310, NOVATO, CA 94947 415.883.9850 ARCHITECT | ENGINEER WARE ASSOCIATES, INC. 440 GRAND AVE, STE 250 OAKLAND, CA 94610 510.992.9888 WARE-ARCHITECTS.COM ELECTRICAL ENGINEER AURUM CONSULTING ENGINEERS 404 W FRANKLIN ST, STE 100, MONTEREY, CA 93940 831.646.3336 WATER FEATURE FLUIDITY DESIGN 724 S SPRING ST #1401, LOS ANGELES, CA 90014 213.739.9291 IRRIGATION DESIGN RMA 2670 CAMINO DIABLO, WALNUT CREEK, CA 94597 925.939.3985 LIGHTING DESIGN HLB LIGHTING 785 MARKET ST, STE 800, SAN FRANCISCO, CA 94103 415.348.8273 AUDIOVISUAL SALTER 130 SUTTER ST, FLOOR 5, SAN FRANCISCO, CA 94104 415.397.0442 LANDSCAPE ARCHITECT WALLACE ROBERTS & TODD, INC 120 2ND ST, 3RD FLOOR SAN FRANCISCO, CA 94105 415.575.4722 WRTDESIGN.COM OWNER CITY OF SAN CARLOS 600 ELM STREET SAN CARLOS, CA 94070 650.802.4264 8976.01 - DOWNTOWN IMPLEMENTATION PHASE 1A - 700 LAUREL ST AND HARRINGTON PARK DATE: 10/30/25 DRAWN BY: CHECKED BY: Sheet Title: Sheet # REVISIONS DATE 12345 6 75% SUBMITTAL / BUILDING PERMIT 09/10/25 CANOPY/PAVILION STRUCTURAL ENGINEER STRUCTURECRAFT BUILDERS USA INC. 2225 N. 56TH STREET SEATTLE, WA 98103 100% SUBMITTAL / BID SET 10/30/25 L I CENSED A RCH I T ECT JOHN QUINLAN WARENo. C 32436 STATE OF CAL IFORNIA Renewal Date 18 1413 10 3 16 1 A2-905 FACILITIES BUILDING ROOF DETAILS 0 1 2 4 2412 ZA FL55 TEST NO: FIRE RATING: STC: R VALUE: TYPICAL ROOF SECTION N/A 1 hr. CLASS A N/A R-38 Exterior Grade Plywood sheathing, S.S.D. Roof joist framing, S.S.D. Roof System, (Class A Fire Rated ASTM E108), non-combustible roofing covering, see 1/- Tapered rigid insulation, sloped to drain per plans. Provide ripped sleepers as necessary, TYP. (2) Layers 5 8" Gypsum Ceiling Board, PTD, TYP. (GYP-1 or GYP-2, see Room Finish schedule) Slope: 14" / ft., see plan varies min. 2" R-38 Mineral Wool blanket insulation 1- Assembly Fire Listing: 1-hour fire rated per CBC Table 721.1(3) Item Number 22-1.1 2412 ZA FL76 0 1" 2" SBS MODIFIED BITUMEN ROOFING SBS Modified Bituminous Cold Applied Membrane Roof System (Class A Fire Rated) Non-combustible roofing covering meeting ASTM E108 5 8" Type 'X' 'DensDeck' non-combustible roof boards complying with ASTM C1177) Polyisocyanurate Tapered rigid insulation (2" MIN.) designed to provide slope to drains, see plan Slope to drain per plans 14": 1'-0" MIN. 0 2 4 8 2412 ZA27 TYP. ONE-HOUR RATED Metal vent pipe 5 8" Elastomeric Firestop Sealant Penetration flashing, see 12/- (2) layers 5 8" Type-X gyp. board 8" PENETRATION DETAIL 14" MIN. 114" MAX. 0 1 2 4 CANOPY METAL ROOF SECTION 2412 ZRO02 2" 22 GA. standing seam metal roof, fasten per manuf. recommendations See Timber Engineer Drawings for additional information not shown, TYP. Roofing underlayment (AEP Span Underlayment HT W.R.B.) CLT roof diaphragm, see Timber Engineer Drawings Mass timber fin, see Timber Engineer Drawings Tapered rigid insul. to provide roof drainage, see plan 14" Densdeck roof board fastened to CLT roof diaphragm Electrical Conduit, S.E.D. 114" min. at conduit NOTE: Remove min. rigid insul. required to accomodate electrical conduit, TYP. Mechanically fasten rigid insulation and roof board per manuf. 0 2 4 8 ROOF DRAIN 2412 Z131 Drain strainer Clamp ring 5 8" Type 'X' DensDeck non-combustible roof boards complying with ASTM C1177 Tapered rigid insulation, sloped to drain per plans. Provide ripped sleepers as necessary, TYP. Sheathing, S.S.D. Drain bowl Deck clamp 8" dia. roof drain Roof System (Class A Fire Rated) Non-combustible roofing covering meeting ASTM E108 Cap sheet and multiple ply membrane stripping plies as req. per manuf. Metal flashing set in adhesive material per manuf. Note: All roof penetration and flashing details shall comply with manufacturer's approved installation method, TYP. N.T.S. TYP. METAL ROOF EAVE DETAIL 1701 ZA10 1. All underlayment, caulking, and fasteners, are items to be furnished and installed by the roofing installer. 2. The "gap" between eave flashing and panel (see detail above) can be increased to allow for linear expansion and contraction of panels. Note: 12" of panel pan must be engaged with eave flashing when panel has expanded to its maximum length. 3. Gap between eave flashing and panel must be adjusted to suit temperature during installation. Custom eave drip flashing to match roofing, 4" end laps w/ cont. caulk at laps Low profile clip Field notch 1" min. and hem under 3 8" bead of non-skinning butyl sealant applied on sidewall of panel's male leg Clearance for thermal movement per calculations Joggle cleat (#JC095) Trim cleat (#TC209), color matches roofing 1/2" AEP Span Underlayment HT W.R.B. CLT roof diaphragm, see Timber Engineer Drawings Mass timber fin, see Timber Engineer Drawings 4" 90° HAND CRIMP 10" 3 8" x 12" bead of non-skinning butyl sealant on top of panel's male leg. 14" Densdeck roof board AEP Span Lok, 16", flat pan, color Zinc Gray. Tapered rigid insul., see plan. Custom eave drip flashing to match roofing, 4" end laps w/ cont. caulk at laps Custom trim cleat, color matches roofing Pancake head fasteners with 3 8" spacer TYP., color black @ 12" O.C. Pancake head fasteners @12" O.C. 3/16" x 7/8" non-skinning butyl tape HT Self Adhered Flashing, color black 4" 4" 4"3 18" 5 4" 18" 12" 12" per manuf. recommendation 7", see Timber Engineer Drawings, TYP. 0 1 2 4 SKYLIGHT AND TYPICAL CURB FLASHING DETAIL 2412 ZA07 8" MIN. 10" TYP. 8" MIN. TYP. Impact Resistant Skylight, see Window Schedule, install per manufacturer's recommendations Insulated glazing, See Window Schedule Fasteners @ 8" O.C. MAX. per manuf. SBS Roof System Assembly, see 1/- 5 8" Type X DensDeck roof board, see 1/- (2) layers 5 8" Exterior Gypsum Ceiling Board, PTD., TYP. (GYP-2) (provide layers as needed to align flush with tile below) Slope to drain, 2:12, TYP. Slope, see plan Metal stud curb wall, S.S.D., TYP. 5 8" Type 'X' 'DensDeck', see 19/- Note: All roof curb and flashing details shall comply with manufacturer's approved installation method, TYP. Self Adhesive Grace Ice & Water Shield HT, TYP. SBS Roof membrane base flashing Roof sheathing Insulation, see 3/- Cant strip Cont. sealant strip per manuf. 0 2 4 8 2412 ZA66 PITCH POCKET AT CANOPY SUPPORT 6" pipe col, see Timber Engineer Drawings Timber cladding, see Timber Engineer drawings SBS roofing, see 1/- SBS cap sheet base flashing 24 GA S.S. pitch pan flashing, set in modified trowel-grade cold-adhesive-applied material, clean and prime both sides. 4" MIN. 10" TYP. Fill with sealant per manuf. instructions, mound 3 8" above pocket top 5 8" Elastomeric sealant Column lighting, see Timber Engineer Drawings, see lighting plan P.T. blocking, per roofing manuf. reccomendations 2" MIN. S.S. fasteners 15 N.T.S. TYP. CANOPY RIDGE FLASHING 2412 ZA67 AEPSpan HT roofing underlayment over 14" Densdeck, rigid insulation and CLT diaphragm, see 16/- 18" rivets @ 12" O.C. 316" x 7 8" Butyl tape Ridge/ Hip cover (#RH162) AEPSpan Span-Lok Zee closure (ZC223) 6" 16 GA panel support (not req. w/ low profile clip) INSTALLATION NOTES: 1. ZEE closure must be continuous and be notched for panel ribs Close hem of panels with duck bills to allow notched zee closure to fit tightly to panel 316" x 7 8" Butyl tape Field notch zee closure at rib Non-skinning butyl sealant applied to ends of zee closure XX SECTION X-X Fasteners as req. 90° Hand crimp 10" 0 2 4 8 6 2412 ZA69 FLASHING SBS roofing, see 1/- SBS cap sheet base flashing Primed lead flashing, MIN. 2 12 to 4 lbs, set in modified trowel-grade cold-adhesive-applied material. 8" MIN. 10" TYP. Roll lead flashing 1" down into pipe 5 8" Elastomeric Firestop Sealant Blocking, per roofing manuf. reccomendations Galvanized fasteners 3" TYP. Note: All roof penetration, and flashing details shall comply with manufacturer's approved installation method, TYP. TYP. ROOF PENETRATION 12 November 10, 2025 Packet Pg. 866
LLJW The City of Good Living CI TY OF SAN CARLOS CA L I FOR N I A DOWNTOWN PLAN IMPLEMENTATION PHASE IA - HARRINGTON PARK CONSTRUCTION DOCUMENTATION CIVIL ENGINEER CSW|ST2 504 REDWOOD BLVD, STE 310, NOVATO, CA 94947 415.883.9850 ARCHITECT | ENGINEER WARE ASSOCIATES, INC. 440 GRAND AVE, STE 250 OAKLAND, CA 94610 510.992.9888 WARE-ARCHITECTS.COM ELECTRICAL ENGINEER AURUM CONSULTING ENGINEERS 404 W FRANKLIN ST, STE 100, MONTEREY, CA 93940 831.646.3336 WATER FEATURE FLUIDITY DESIGN 724 S SPRING ST #1401, LOS ANGELES, CA 90014 213.739.9291 IRRIGATION DESIGN RMA 2670 CAMINO DIABLO, WALNUT CREEK, CA 94597 925.939.3985 LIGHTING DESIGN HLB LIGHTING 785 MARKET ST, STE 800, SAN FRANCISCO, CA 94103 415.348.8273 AUDIOVISUAL SALTER 130 SUTTER ST, FLOOR 5, SAN FRANCISCO, CA 94104 415.397.0442 LANDSCAPE ARCHITECT WALLACE ROBERTS & TODD, INC 120 2ND ST, 3RD FLOOR SAN FRANCISCO, CA 94105 415.575.4722 WRTDESIGN.COM OWNER CITY OF SAN CARLOS 600 ELM STREET SAN CARLOS, CA 94070 650.802.4264 8976.01 - DOWNTOWN IMPLEMENTATION PHASE 1A - 700 LAUREL ST AND HARRINGTON PARK DATE: 10/30/25 DRAWN BY: CHECKED BY: Sheet Title: Sheet # REVISIONS DATE 12345 6 75% SUBMITTAL / BUILDING PERMIT 09/10/25 CANOPY/PAVILION STRUCTURAL ENGINEER STRUCTURECRAFT BUILDERS USA INC. 2225 N. 56TH STREET SEATTLE, WA 98103 100% SUBMITTAL / BID SET 10/30/25 L I CENSED A RCH I T ECT JOHN QUINLAN WARENo. C 32436 STATE OF CAL IFORNIA Renewal Date A2-906 FACILITIES BUILDING DETAILS 0 1 2 4 2412 ZA06 TYP. PARAPET AND ROOF EAVE T.O. PW S.S.D. B.O. SOFFIT SEE ELEV.S 4" MIN. Varies, see elevs. (8" MIN. 24" MAX. per manuf.) 4" 4" T.O. PARAPET STRUCTURE T.O. PARAPET SEE ELEV.S 4" TYP. 12" 8" MIN. Parapet cant strip Roof assembly, see detail 1 & 3/- Roof joist, S.S.D. Slope 14" :1'-0" 18 GA Galvannealed metal parapet cap, PTD. Splice plate at seams Hemmed drip edge, TYP. Large format porcelain tile over mortar bed with lath at metal stud wall, see 4/A2-902 Cleavage membrane/ drainage plane W.P.M. 24 GA GSM flashing w/ hemmed drip edge, PTD. S.A.F. Soffit tile, see RCP A2-103 Thinset mortar Wall tile, see plans, see TYP. wall details Notch around all Gypsum board (2) layers 5 8" Type X Gypsum board, applied and fastened for 1 hour rated soffit assembly per 1/A2-302 SAF, TYP. 312" Mineral wool batt fireblocking, securely retained in place, TYP. Slope 12" : 1'-0", TYP. 12" Cement backer board Epoxy grout Fasteners per manuf. @ 8" O.C. for parapet heights up to 12" and 4" O.C. for heights above 12" Grace Ice and Water Shield, S.A.F. WRB, TYP. Cont. flexible sealant, match tile grout Tile movement joint per manuf. recommendation, TYP. Tile movement joint, TYP. SBS modified bitumen roofing cap sheet base flashing Firestop 1 HR rated sealant, TYP. Cementitious backer board Plywood, S.S.D. Recessed light fixture in 1 hour rated enclosure, S.E.D., see lighting drawings 0 1 2 4 OVERFLOW SCUPPER 2412 ZA20 1" T.O. PARAPET STRUCTURE T.O. PARAPET SEE ELEV.S 212"x12" 18 GA 316 S.S. through-wall scupper, fully flashed, see plan and elev. Hemmed drip edge Roof cant beyond Roofing, see1/- P.T. wood BLKG 18 GA Galvannealed Metal parapet cap, PTD. Grace Ice & Water Shield lapped over top of parapet and membrane Scupper shall be 2" MIN. above main roof drain 0 1 2 4 PARAPET AT (E) BUILDING 2412 ZA34 Roofing, see 1/A2-905 (E) Building Caulk and tape sealant Condensate seal with insulation 20 GA galvanized surface mount continous rail Formed 18 GA galvanealed metal cap 20 GA continuous cleat 32" x 8" Slots @ 12" O.C. w/ masonry fastener 14" x 1 3 4" Tapcon fastener w/ shouldered washer @ 18" O.C. 8" wide concealed splice plate at each joint Seal all exposed 4" V.I.F. CMU, TYP. T.O. PARAPET STRUCTURE T.O. PARAPET SEE ELEV.S Asphalt primer and fasteners per roofing manuf. 16 13 18 0 1 2 4 2412 ZA68 1 HR RATED OVERHANG PARAPET EXTERIOR 5 8" Glass Mat Type X Gypsum Board (DenseGlass Gold) sheathing, applied vertically with joints between layers staggered, both sides, Cold formed metal stud framing, S.S.D., (MIN. 3 12" wide, No 20 MSG G90 corrosion protected, spacing not to exceed 24" O.C.) 18 GA Galvannealed parapet cap, PTD. Drainable W.R.B. Mineral wool batt insulation (E) BLDG 3 4" Fiber Cement Panel Siding, Integral Color, Gray Slate Provide firestop continuous sealant around box beam SBS Modified Bitumen roofing at parapet, see 1/A2-905 & 18/- Ext. small format tile soffit, see 18/- 24 GA GSM flashing w/ hemmed drip edge, PTD. 14" 4" MIN. TYP. 4" TYP. 12" Cement backer board TEST NO: UL U 425 FIRE RATING: 1 hour Box BM, S.S.D. 3 12" V.I.F. 2 November 10, 2025 Packet Pg. 867

AURUM CONSULTING

ENGINEERS

WALLACE ROBERTS
& TODD, INC

DOWNTOWN PLAN IMPLEMENTATION

PHASE IA - HARRINGTON PARK

CONSTRUCTION DOCUMENTATION

PROFESSIONAL STAMP
94XX - DOWNTOWN IMPLEMENTATION PHASE 1 - 700 LAUREL ST AND HARRINGTON PARK

CITY OF SAN
CARLOS

OWNER LANDSCAPE ARCHITECT
SALTER

AUDIOVISUAL

HLB LIGHTING

LIGHTING DESIGN
RMA

IRRIGATION DESIGN

FLUIDITY DESIGN

ELECTRICAL ENGINEER WATER FEATURE

WARE ASSOCIATES

ARCHITECT
CSW|ST2

CIVIL ENGINEER
415.397.0442
STE 100
STE 310
WARE-ARCHITECTS.COM
WRTDESIGN.COM
650.802.4264

SAN CARLOS,
CA 94070
600 ELM STREET
415.575.4722

SAN FRANCISCO,
CA 94105
120 2ND ST, 3RD FLOOR SAN FRANCISCO,
CA 94104
130 SUTTER ST,
FLOOR 5
415.348.8273

SAN FRANCISCO,
CA 94103
785 MARKET ST, STE 800
925.939.3985

WALNUT CREEK,
CA 94597
2670 CAMINO DIABLO
213.739.9291

LOS ANGELES,
CA 90014
724 S SPRING ST #1401
831.646.3336
MONTEREY, CA 93940
404 W FRANKLIN ST,
510.992.9888
OAKLAND, CA 94610
440 GRAND AVE, STE 250
415.883.9850
NOVATO, CA 94947
504 REDWOOD BLVD,
Sheet #
Sheet Title:

CHECKED BY:

DRAWN BY:

DATE:

STRUCTURECRAFT
BUILDERS USA INC.

CANOPY/PAVILION

STRUCTURAL ENGINEER
2225 N. 56TH STREET
SEATTLE, WA 98103
AT
PP
ST001

COVER SHEET

RESTROOM CANOPY

LAUREL AND HARRINGTON PARK SAN CARLOS, CA
October 30, 2025 - 100% Construction Documents

REVISIONS DATE
100% SUBMITTAL / BID SET 10/30/25
100% SUBMITTAL / BID SET 75% SUBMITTAL / BUILDING PERMIT 10/30/25 09/10/25

PROFESSIONA
D
L
E
E
R
N
E
G
ST
IN
I
E
G
E
E
R
R
LOREN

JOHNSON
70476
CIVIL

8.e
November 10, 2025 Packet Pg. 868
5 S6.01

L ANGLE

LAB LABORATORY

LAM LAMINATION

LB POUND

LF LINEAL FOOT

LG LONG
LIN LINEAL; LINEAR

LL LIVE LOAD

LLBB LONG LEGS BACK-TO-BACK

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL
LOC LOCATION; LOCATE

LONGIT LONGITUDINAL

LP LOW POINT

LRFD LOAD AND RESISTANCE FACTOR DESIGN

LSH LONG SLOTTED HOLE

LSL LAMINATED STRAND LUMBER

LSW LIGHT GAGE SHEAR WALL

LTWT LIGHTWEIGHT

LVL LAMINATED VENEER LUMBER

LWC LIGHTWEIGHT CONCRETE
m METER

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MB MACHINE BOLT

MC MISCELLANEOUS CHANNEL

MECH MECHANICAL

MEMB MEMBRANE

MEP MECHANICAL/ ELECTRICAL / PLUMBING

MEZZ MEZZANINE

MF MOMENT FRAME

MFB MOMENT FRAME BEAM

MFC MOMENT FRAME COLUMN
MFR MANUFACTURE; MANUFACTURER

MFRG MANUFACTURING
MIN MINIMUM; MINUTE

MISC MISCELLANEOUS

ML MATCH LINE
mm MILLIMETER

MO MASONRY OPENING
MPa MEGAPASCAL

MPP MASS PLY PANEL

MS MECHANICAL SPLICE

MTP MASS TIMBER PANEL

N NORTH / NEWTONS
NO, # NUMBER

N-S NORTH-SOUTH

NF NEAR FACE

NIC NOT IN CONTRACT

NLT NAIL LAMINATED TIMBER
NS NELSON STUD; NEAR SIDE

NTS NOT TO SCALE

NWC NORMAL-WEIGHT CONCRETE

OC ON CENTER

OD OUTSIDE DIAMETER

OF OUTSIDE FACE

OH OVERHANG

OPNG OPENING

OPP OPPOSITE (HAND)
OPT OPTION; OPTIONAL

OVS OVERSIZED (HOLES)

OWSJ OPEN WEB STEEL JOIST
P PIPE

PA PASCALS

PC PRECAST

PCF POUNDS PER CUBIC FOOT

PCP PRECAST CONCRETE PANEL

PEN PENETRATION

PERP PERPENDICULAR

PH PENTHOUSE

PJP PARTIAL JOINT PENETRATION WELD

PL PLATE

PLC PLACE

PLF POUNDS PER LINEAL FOOT

PLY PLYWOOD

PP PARTIAL PENETRATION

PREFAB PREFABRICATED

PS PRESTRESSED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PSL PARALLEL STRAND LUMBER

P-T POST-TENSION

PVC POLYVINYL CHLORIDE

QTY QUANTITY

R/W REINFORCE WITH

R RADIUS

RB RISER BAR

RC REINFORCED CONCRETE

RCMD RECOMMEND

RCP REFLECTED CEILING PLAN

REF REFERENCE
REINF REINFORCE; REINFORCING;

REINFORCEMENT

REQD REQUIRED

REQT REQUIREMENT
S1S SURFACED ONE SIDE
S2S SURFACED TWO SIDES
S4S SURFACED FOUR SIDES
S AMERICAN STANDARD SHAPE; SOUTH

SB SLAB BAND

SC SLIP CRITICAL

SCC STRUCTURAL CONSULTANT TO

THE CONTRACTOR

SCHED SCHEDULE, SCHEDULED

SDQ SPECIAL DUCTILE QUALITY

SECT SECTION

SEOR STRUCTURAL ENGINEER OF RECORD

SFRS SEISMIC FORCE RESISTING SYSTEM

SHT SHEET

SHTG SHEATHING

SIM SIMILAR

SLBB SHORT LEGS BACK-TO- BACK

SOG SLAB ON GRADE

SP SPIRAL

SPC SPACE

SPCG SPACING

SPEC SPECIFICATION

SQ SQUARE

SS STAINLESS STEEL

SSL SHORT SLOTTED (HOLES)

STAG STAGGER

STD STANDARD

STIFF STIFFENER

STIRR STIRRUP

STL STEEL

STR STRAIGHT

STRUCT STRUCTURAL

SUPT SUPPORT

SW SHEAR WALL

SYM SYMMETRICAL

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TBD TO BE DETERMINED
TEMP TEMPERATURE; TEMPORARY
THK THICK; THICKNESS

THRU THROUGH

TJ TIE JOIST

TL TENSION LENGTH

TLL TOP LOWER LAYER

T/O TOP OF
TOC TOP OF CURB; TOP OF CONCRETE

TOF TOP OF FOOTING

TOS TOP OF STEEL

TOW TOP OF WALL

TRANS TRANSVERSE

TUL TOP UPPER LAYER

TYP TYPICAL

UB UNIVERSAL BEAM

UBC UNIFORM BUILDING CODE

UC UNIVERSAL COLUMN
UL UNDERWRITERS' LABORATORY, INC.

UNO UNLESS NOTED OTHERWISE

U/S UNDERSIDE

UT ULTRASONIC TEST

V, VERT VERTICAL

VEF VERTICAL EACH FACE

VG VERTICAL GRAIN

VIF VERTICAL INSIDE FACE

VOF VERTICAL OUTSIDE FACE
W WIDE FLANGE; WIDE; WEST
& AND
@ AT
°, DEG DEGREE
ø, DIA DIAMETER
# NUMBER, POUND

AA ALL AROUND

AB ANCHOR BOLT

ACI AMERICAN CONCRETE INSTITUTE

ADDL ADDITIONAL

ADJ ADJACENT

ADLT ACOUSTIC DLT

AESS ARCHITECTURAL EXPOSED

STRUCTURAL STEEL

AGGR AGGREGATE

AISC AMERICAN INSTITUTE OF STEEL

CONSTRUCTION

ALT ALTERNATE

ALUM ALUMINUM

ANSI AMERICAN NATIONAL STANDARDS

INSTITUTE

APA AMERICAN PLYWOOD ASSOCIATION

APPD APPROVED

APPROX APPROXIMATE

AR ANCHOR RODS
ARCH ARCHITECTURAL; ARCHITECT

ASD ALLOWABLE STRESS DESIGN

ASSY ASSEMBLY

ASTM AMERICAN SOCIETY FOR TESTING

AND MATERIALS

AWS AMERICAN WELDING SOCIETY

BAL BALANCE

BD BOARD

BF BRACED FRAME

BLDG BUILDING
BLK BLOCK; BLOCKING

BLL BOTTOM LOWER LAYER

BM BEAM

BMU BRICK MASONRY UNIT
BOS BOTTOM OF STEEL; BOSOM (WELD)

BOT BOTTOM

BRCG BRACING

BRG BEARING

BRKT BRACKET

BS BRITISH STANDARD

BSMT BASEMENT

BTWN BETWEEN

BU BUILT-UP

BUL BOTTOM UPPER LAYER
c CAMBER
C STANDARD CHANNEL; DEGREES CELCIUS

CANT CANTILEVER

CC CENTER TO CENTER

CG CENTER OF GRAVITY

CIP CAST-IN-PLACE

CJ CONSTRUCTION JOINT

CJP COMPLETE JOINT PENETRATION WELD

CL, C CENTERLINE
CLR CLEARANCE; CLEAR

CLT CROSS LAMINATED TIMBER
cm CENTIMETER

CMFR CHAMFER

CMU CONCRETE MASONRY UNIT

COL COLUMN

COMP COMPRESSION

CONC CONCRETE

CONFIG CONFIGURATION
CONN CONNECTION; CONNECT

CONST CONSTRUCTION
CONT CONTINUE; CONTINUOUS

CONTR CONTRACTOR
COORD COORDINATE; COORDINATION

CORR CORRUGATED
CS COUNTERSINK; COUNTERSUNK

CTR CENTER

CU CUBIC

C/W COMPLETE WITH
d PENNY (NAIL)
db NOMINAL BAR DIAMETER (INCHES)

DBA DEFORMED BAR ANCHOR

DBL DOUBLE

DC DEMAND CRITICAL WELD
DEG, ° DEGREE
DEMO DEMOLISH; DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DFIR DOUGLAS FIR
DIA, ø DIAMETER

DIAG DIAGONAL

DIAPH DIAPHRAGM

DICA DRILLED-IN CONCRETE ANCHOR

DIM DIMENSION
DISC DISCONTINUED; DISCONTINUOUS

DL DEAD LOAD

DLT DOWEL LAMINATED TIMBER

DN DOWN

DO DITTO

DP DEEP

DWG DRAWING

DWL DOWEL
(E) EXISTING
E EAST

E-W EAST-WEST

EA EACH

EE EACH END

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR
EMBED EMBEDDED; EMBEDMENT

ENG ENGINEER

EOR ENGINEER OF RECORD
EQ EQUAL; EARTHQUAKE

EQUIP EQUIPMENT

EQUIV EQUIVALENT

ES EACH SIDE

ESB ELEVATOR SPREADER BEAM

ETC ET CETERA

EW EACH WAY

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR
EXTD EXTEND; EXTENDED

F DEGREES FAHRENHEIT

FD FLOOR DRAIN

FDN FOUNDATION

FF FAR FACE

FG FRICTION GRIP BOLT

FIN FINISH
FL FLOOR; FLOOR LINE

FLG FLANGE

FOS FACE OF STUD
FP FIREPROOF; FULL PENETRATION

FRMG FRAMING
FS FULL SIZE; FAR SIDE
FT FOOT; FEET

FTG FOOTING

FV FIELD VERIFY

GA GAGE, GAUGE

GALV GALVANIZED

GB GRADE BEAM

GEN GENERAL

GFRC GLASS FIBER REINFORCED CONCRETE
GL GLULAM; GLUED LAMINATED (BEAM)

GR GRADE

GRND GROUND

GT GIRDER TRUSS
H1E HOOK ONE END
H2E HOOK TWO ENDS

H&V HORIZONTAL AND VERTICAL

H HORIZONTAL

HD HOLD DOWN

HDG HOT DIPPED GALVANIZED

HDR HEADER

HEF HORIZONTAL EACH FACE

HGR HANGER

HIF HORIZONTAL INSIDE FACE

HOF HORIZONTAL OUTSIDE FACE

HORIZ HORIZONTAL
HP HP SHAPES; HIGH POINT

HS HIGH STRENGTH

HSNS HIGH STRENGTH NON-SHRINK

HSS HOLLOW STRUCTURAL SECTION

HT HEIGHT
L

DRILLED IN

CONCRETE
ANCHOR

ELEVATION
VIEW
PLAN
VIEW

CONCRETE

ANCHOR ROD
STUD
BOLT

LAG SCREW

WOOD NAIL

COUNTERSUNK BOLT

WOOD SCREWS

ELEVATION
VIEW
PLAN
VIEW

DOWEL/NAIL/GLUE LAMINATED TIMBER

FLOOR WITH CONCRETE TOPPING

LONGITUDINAL

DOWEL/NAIL LAMINATED TIMBER

FLOOR WITH CONCRETE TOPPING

TRANSVERSE

GLULAM/TIMBER

COLUMN ON PLAN

GLULAM GIRDER BEAM

ON PLAN
200x640 GL28c
C4
P1

ONE-WAY

TIMBER SLAB

GLULAM BEAM

IN SECTION

CROSS LAMINATED TIMBER FLOOR

WITH CONCRETE TOPPING

LONGITUDINAL

CROSS LAMINATED TIMBER FLOOR

WITH CONCRETE TOPPING

TRANSVERSE

CONC TOPPING WHERE OCCURS

GLULAM PURLIN/JOIST BEAM

ON PLAN
200x640 GL28c

GLULAM BEAM

IN ELEVATION

GLULAM COLUMN

IN ELEVATION

BRACED FRAME/DIAGONAL

BRACING (DASHED LINE)
LONG
AXIS
SHORT
AXIS
BF
200x640 GL28c

STEEL FLOOR DECK

LONGITUDINAL

STEEL FLOOR DECK

TRANSVERSE

STEEL ROOF DECK

WELDED WIRE

REINFORCEMENT

LIMIT OF SPAN OR

SPAN MARK

DIRECTION OF SPAN

BRACED FRAME

SHEAR CONNECTION

MOMENT CONNECTION

CONCRETE ENCASED

STEEL COLUMN SECTION

COLUMN IN SECTION
SPLICE
HANGER

COLUMN STARTS HERE

COLUMN ENDS HERE

HANGER BELOW FLOOR

MOMENT FRAME CONNECTION

KICKER BRACING
(x INDICATES HIGH POINT

WHERE SPECIFIED)

SECTION
PLAN
VIEW
FRONT

ELEVATION
WIDE
FLANGE

CHANNEL
ANGLE
DOUBLE
ANGLE

SQUARE OR

RECTANGULAR
HOLLOW

SECTION

CIRCULAR
HOLLOW

SECTION,
PIPE

LLBBSLBB
BACK

ELEVATION

PAD FOOTING
BEAM

SLAB AND SHEAR WALL

REINFORCING BAR
B3
F1
SF2

STRIP FOOTING WALL PENETRATION
(ON SHEAR WALL ELEVATIONS) X

SHEAR STUD REINFORCEMENT
T1
RX
WALL
COLUMN
C4

GRID LINES

EXISTING

ELEMENTS

MATCHLINE
1/S2.01A
1/S2.01B

ARCHITECTURAL
PROFILE; (BY OTHERS)
FUTURE

CONSTRUCTION

FLOOR ELEVATION
EARTH
EL
GRAVEL
5 S5.02

DETAIL NUMBER

SHEET NUMBER

SECTION NUMBER

SECTION
DETAIL

FLOOR OR WALL

OPENING
SLAB TRANSITION;

TOP OF SLAB

VERTICAL OFFSET,

IF NOT SHOWN, REFER

TO PLAN
6"

SPAN DIRECTION
RIGID CONNECTION 1 REVISION
W WIDE FLANGE; WIDE; WEST

W/ WITH

W/O WITHOUT

WD WIDTH

WF WIDE FLANGE

WHS WELDED HEADED STUD

WL WORK LINE

WP WORK POINT

WPJ WEAKENED PLANE JOINT
WT WEIGHT; STRUCTURAL TEE CUT

FROM W SHAPE

WWM WELDED WIRE MESH

WWR WELDED WIRE REINFORCING

YD YARD

HSS HOLLOW STRUCTURAL SECTION

HT HEIGHT

ICC INTERNATIONAL CODE COUNCIL

ID INSIDE DIAMETER

IF INSIDE FACE

IN INCH

INCL INCLUDE

INFO INFORMATION

INSUL INSULATION

INT INTERIOR

JST JOIST

JT JOINT
K KIP (1,000 POUNDS) / KILO

KD KILN DRIED
kg KILOGRAM
kN KILONEWTON

KO KNOCK-OUT
kPa KILOPASCAL

KSI KIPS PER SQUARE INCH

CL CYLINDER HEAD

CS COUNTERSUNK HEAD

FH FLAT HEAD

FT FULLY THREADED

HH HEX HEAD

PT PARTIALLY THREADED

RH REVERSE HEAD

WH WASHER HEAD

WOOD SCREW ABBREVIATIONS

AURUM CONSULTING

ENGINEERS

WALLACE ROBERTS
& TODD, INC

DOWNTOWN PLAN IMPLEMENTATION

PHASE IA - HARRINGTON PARK

CONSTRUCTION DOCUMENTATION

PROFESSIONAL STAMP
94XX - DOWNTOWN IMPLEMENTATION PHASE 1 - 700 LAUREL ST AND HARRINGTON PARK

CITY OF SAN
CARLOS

OWNER LANDSCAPE ARCHITECT
SALTER

AUDIOVISUAL

HLB LIGHTING

LIGHTING DESIGN
RMA

IRRIGATION DESIGN

FLUIDITY DESIGN

ELECTRICAL ENGINEER WATER FEATURE

WARE ASSOCIATES

ARCHITECT
CSW|ST2

CIVIL ENGINEER
415.397.0442
STE 100
STE 310
WARE-ARCHITECTS.COM
WRTDESIGN.COM
650.802.4264

SAN CARLOS,
CA 94070
600 ELM STREET
415.575.4722

SAN FRANCISCO,
CA 94105
120 2ND ST, 3RD FLOOR SAN FRANCISCO,
CA 94104
130 SUTTER ST,
FLOOR 5
415.348.8273

SAN FRANCISCO,
CA 94103
785 MARKET ST, STE 800
925.939.3985

WALNUT CREEK,
CA 94597
2670 CAMINO DIABLO
213.739.9291

CHECKED BY:

DRAWN BY:

DATE:

STRUCTURECRAFT
BUILDERS USA INC.

CANOPY/PAVILION

STRUCTURAL ENGINEER
2225 N. 56TH STREET
SEATTLE, WA 98103
AT
PP
ST002

ABBREVIATIONS,

LEGENDS AND

DRAWING LIST
11 ABBREVIATIONS 1/2
3 CONNECTORS
4 TIMBER LEGEND
5 STEEL DECK LEGEND
10 STEEL LEGEND
8 STEEL MEMBERS
12 CONCRETE LEGEND
9 MISCELLANEOUS LEGEND
6 DRAWING LIST

DRAWING LIST

SHEET NUMBER SHEET NAME
ST001 COVER SHEET
ST002 ABBREVIATIONS, LEGENDS AND DRAWING LIST
ST003 GENERAL NOTES
ST005 GENERAL NOTES
ST004 GENERAL NOTES
ST101 LOAD MAPS
ST201 COLUMN AND ROOF PLAN
ST301 EVELATION, 3D
ST401 DETAILS
ST410 FOUNDATIONS, CONCRETE DETAILS
2 ABBREVIATIONS 2/2

REVISIONS DATE
100% SUBMITTAL / BID SET 10/30/25
100% SUBMITTAL / BID SET 75% SUBMITTAL / BUILDING PERMIT 10/30/25 09/10/25

PROFESSIONA
D
L
E
E
R
N
E
G
ST
IN
I
E
G
E
E
R
R
LOREN

JOHNSON
70476
CIVIL

8.e
November 10, 2025 Packet Pg. 869

AURUM CONSULTING

ENGINEERS

WALLACE ROBERTS
& TODD, INC

DOWNTOWN PLAN IMPLEMENTATION

PHASE IA - HARRINGTON PARK

CONSTRUCTION DOCUMENTATION

PROFESSIONAL STAMP
94XX - DOWNTOWN IMPLEMENTATION PHASE 1 - 700 LAUREL ST AND HARRINGTON PARK

CITY OF SAN
CARLOS

OWNER LANDSCAPE ARCHITECT
SALTER

AUDIOVISUAL

HLB LIGHTING

LIGHTING DESIGN
RMA

IRRIGATION DESIGN

FLUIDITY DESIGN

ELECTRICAL ENGINEER WATER FEATURE

WARE ASSOCIATES

ARCHITECT
CSW|ST2

CIVIL ENGINEER
415.397.0442
STE 100
STE 310
WARE-ARCHITECTS.COM
WRTDESIGN.COM
650.802.4264

SAN CARLOS,
CA 94070
600 ELM STREET
415.575.4722

SAN FRANCISCO,
CA 94105
120 2ND ST, 3RD FLOOR SAN FRANCISCO,
CA 94104
130 SUTTER ST,
FLOOR 5
415.348.8273

SAN FRANCISCO,
CA 94103
785 MARKET ST, STE 800
925.939.3985

WALNUT CREEK,
CA 94597
2670 CAMINO DIABLO
213.739.9291

CHECKED BY:

DRAWN BY:

DATE:

STRUCTURECRAFT
BUILDERS USA INC.

CANOPY/PAVILION

STRUCTURAL ENGINEER
2225 N. 56TH STREET
SEATTLE, WA 98103
AT
PP
ST003

GENERAL NOTES

GENERAL

THESE DOCUMENTS DESCRIBE THE STRUCTURAL REQUIREMENTS ONLY FOR THE FOUNDATIONS AND SUPERSTRUCTURE FOR THE RESTROOM CANOPY AT THE LAUREL AND HARRINGTON PARK, SAN CARLOS, CA.

FOR ALL STRUCTURAL SCOPE OUTSIDE THE TIMBER/CONCRETE SUPERSTRUCTURE FOR THE RESTROOM CANOPY REFER TO CSW|ST2 STRUCTURAL

ENGINEERING DRAWINGS

1. DEFINITIONS:
“ENGINEER”:

STRUCTURECRAFT INC., THE ENGINEER OF RECORD FOR THE FOUNDATIONS AND SUPERSTRUCTURE FOR THE CANOPY AT THE RESTROOM BUILDING. “TIMBER CONTRACTOR”: SUBCONTRACTOR SELECTED TO PROCURE AND ERECT THE TIMBER CANOPY BASED ON FABRICATION LEVEL DRAWINGS ENGINEERED AND DOCUMENTED BY STRUCTURECRAFT.
“GENERAL CONTRACTOR”:

ALSO REFERRED TO AS “CONTRACTOR”, WITH THEIR DELEGATED SUBCONTRACTORS..

2. STRUCTURAL DRAWINGS ARE TO BE READ IN CONJUNCTION WITH OTHER RELATED DRAWINGS INCLUDING EXISTING DRAWINGS, FOR SLOPES, DIMENSIONS, AND PRESENCE OF OPENINGS, INSERTS AND MECHANICAL/ ELECTRICAL ELEMENTS.

3. FOR THE SCOPE OF WORK INCLUDED IN THE TIMBER CONTRACTOR’S SCOPE, THESE GENERAL NOTES SHALL TAKE CONTRACTUAL PRECEDENCE OVER OTHER SPECIFICATIONS OR GENERAL NOTES.

4. ALL TYPICAL DETAILS AND NOTES SHOWN ON DRAWINGS APPLY UNLESS NOTED OTHERWISE AND MAY NOT NECESSARILY BE INDICATED ON THE PLANS.

WHERE DETAILS ARE NOTED ON THE DRAWINGS, THE SPECIFIED DETAIL SHALL BE USED. WHERE NO DETAIL IS NOTED, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CHOOSE THE APPROPRIATE TYPICAL DETAIL FROM THOSE PROVIDED. THE CONTRACTOR SHALL SUBMIT ALL

PROPOSED ALTERNATE TYPICAL DETAILS WITH CALCULATIONS TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO SHOP DRAWING PRODUCTION AND CONSTRUCTION.

5. SUPPLIERS AND SUB-TRADES ARE TO ENSURE THEY ARE WORKING WITH THE LATEST REVISION OF THE "ISSUED FOR CONSTRUCTION" SET OF DRAWINGS.

6. PRIOR TO COMMENCEMENT OF WORK, GENERAL CONTRACTOR SHALL COMPARE ALL RELATED DRAWINGS, CONFIRM ALL DIMENSIONS AND FIELD MEASURE/CONFIRM ALL EXISTING CONDITIONS. REPORT ANY DISCREPANCIES TO THE ARCHITECT AND ENGINEER.

7. GENERAL CONTRACTOR IS RESPONSIBLE FOR TEMPORARY BRACING OF ALL ELEMENTS NOT SUPPLIED BY TIMBER CONTRACTOR IN ADDITION TO ANY SHORING OF BASE STRUCTURE, IF REQUIRED.

8. ITEMS NOT SPECIFICALLY DESIGNED IN THESE DRAWINGS SHALL BE CONSIDERED DELEGATED DESIGN, WHICH IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND ITS OTHER SUBCONTRACTORS.

9. ALL COMPONENTS SHALL BE ASSEMBLED AND ERECTED IN ACCORDANCE WITH FINAL REVIEWED SHOP AND ERECTION DRAWINGS. GENERAL CONTRACTOR TO PROVIDE SEALED ERECTION DRAWINGS FOR TEMPORARY BRACING OF STRUCTURES NOT SUPPLIED BY TIMBER CONTRACTOR.

10. COMPONENTS AND CONNECTIONS SHOWN ARE REPRESENTATIVE AND MAY BE CHANGED DURING FINAL DESIGN AND SHOP DRAWING PHASE BY TIMBER CONTRACTOR. ALL CHANGES SHALL BE APPROVED BY ENGINEER.

11. THE BUILDING CODES AND STANDARDS BELOW ARE TO BE ADHERED TO FOR DESIGN AND CONSTRUCTION OF THIS PROJECT. THE BUILDING CODE SHALL PREVAIL WHERE REQUIREMENTS ARE CONFLICTING.

12. DESIGN OF SECONDARY COMPONENTS AND THEIR ATTACHMENT TO THE BASE BUILDING IS THE RESPONSIBILITY OF OTHERS.

13. SUPPLY OF RECORD/AS-BUILT DRAWINGS IS OUTSIDE THE SCOPE OF ENGINEER OR TIMBER CONSTRACTOR’S SERVICE.

BUILDING CODES AND STANDARDS
BUILDING CODES AND STANDARDS LISTED BELOW SHALL BE THE LATEST EDITIONS IF NOT SPECIFIED.

BUILDING CODE INTERNATIONAL BUILDING CODE (IBC) 2021 EDITION, INCLUDING STATE OF

CALIFORNIA BUILDING CODE AMENDMENTS
ACI 318 AMERICAN CONCRETE INSTITUTE, "BUILDING CODE
REQUIREMENTS FOR STRUCTURAL CONCRETE,"
2019 EDITION WITH AMENDMENTS

TMS THE MASONRY SOCIETY, "BUILDING CODE REQUIREMENTS
402/602 AND SPECIFICATIONS FOR MASONRY STRUCTURES,"
2016 EDITION

RCSC RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS, "SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS," 2014 EDITION AISC 341 AMERICAN INSTITUTE OF STEEL CONSTRUCTION,
"SEISMIC PROVISIONS FOR STRUCTURAL STEEL
BUILDINGS," 2016 EDITION WITH AMENDMENTS

AISC 360 AMERICAN INSTITUTE OF STEEL CONSTRUCTION,
"SPECIFICATION FOR STRUCTURAL STEEL
BUILDINGS," 2016 EDITION

AISI S100 AMERICAN IRON AND STEEL INSTITUTE,
"NORTH AMERICAN SPECIFICATION FOR THE

DESIGN OF COLD-FORMED STEEL STRUCTURAL
MEMBERS," 2016 EDITION

ASCE 7 AMERICAN SOCIETY OF CIVIL ENGINEERS,
"MINIMUM DESIGN LOADS FOR BUILDINGS AND
OTHER STRUCTURES," 2016 EDITION, INCLUDING
SUPPLEMENT NO. 1

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS
(ASTM INTERNATIONAL)

AWS A2.4 AMERICAN WELDING SOCIETY, "STANDARD SYMBOLS FOR WELDING, BRAZING, AND NONDESTRUCTIVE EVALUATION,"
2012 EDITION

AWS D1.1 AMERICAN WELDING SOCIETY, "STRUCTURAL
WELDING CODE -STEEL," 2015 EDITION

AWS D1.3 AMERICAN WELDING SOCIETY, "STRUCTURAL
WELDING CODE -SHEET STEEL," 2018 EDITION
AWS D1.4 AMERICAN WELDING SOCIETY, "STRUCTURAL

WELDING CODE -REINFORCING STEEL INCLUDING

METAL INSERTS AND CONNECTIONS IN REINFORCED
CONCRETE CONSTRUCTION," 2018 EDITION

AWS D1.8 AMERICAN WELDING SOCIETY, "STRUCTURAL
WELDING CODE -SEISMIC SUPPLEMENT,"
2016 EDITION

ICC INTERNATIONAL CODE COUNCIL, INTERNATIONAL

CODE COUNCIL -EVALUATION SERVICES (ICC-ES)

IAPMO INTERNATIONAL ASSOCIATION OF PLUMBING AND
MECHANICAL OFFICIALS – UNIFORM EVALUATION SERVICE (IAPMO-UES) AWC NDS NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 2018 EDITION

SHOP DRAWINGS

1. SHOP DRAWINGS FOR REINFORCING STEEL, STRUCTURAL STEEL, AND OTHER ELEMENTS OUTSIDE OF TIMBER CONTRACTOR’S SCOPE SHALL BE SUBMITTED TO ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS.

2. GENERAL CONTRACTOR SHALL SUBMIT CONCRETE SLAB AND WALL DRAWINGS INDICATING LOCATIONS OF EMBEDS FOR REVIEW PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE WITH REINFORCEMENT DRAWINGS.

3. GENERAL CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY THE ENGINEER. GENERAL CONTRACTOR SHALL REVIEW

FORCONFORMANCE WITH DIMENSIONS AND QUANTITIES REQUIRED BY THE CONTRACT DOCUMENTS, MEANS AND METHODS, CONSTRUCTION SEQUENCING, AND CONSTRUCTION SAFETY COMPLIANCE. THE ENGINEER WILL NOT REVIEW FOR DIMENSIONS AND QUANTITIES.

4. ALL SHOP DRAWING REVIEWS BY THE ENGINEER CONSTITUTE REVIEW FOR GENERAL CONCEPTS ONLY; THE DETAILED DESIGN REMAINS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. ALL COMPONENTS SHALL BE ASSEMBLED AND ERECTED IN ACCORDANCE WITH FINAL REVIEWED SHOP AND ERECTION DRAWINGS. NO FABRICATION/ERECTION SHALL PROCEED UNTIL REVIEW HAS BEEN COMPLETED BY THE ENGINEER.

5. REVIEW COMMENTS BY THE ENGINEER ON SHOP DRAWING SUBMITTALS DO NOT CONSTITUTE CHANGE ORDERS. ANY CONFLICTS, DEVIATIONS OR

DISCREPANCIES DISCOVERED PRIOR TO OR AFTER SHOP DRAWING SUBMITTAL REVIEW SHALL BE RESOLVED IN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS, WHICH SHALL CONTROL OVER ANY REVIEWED SHOP DRAWINGS OR SUBMITTALS.

6. DELEGATED COMPONENTS SHALL BE FULLY COORDINATED BY THE GENERAL CONTRACTOR AND SEALED BY THE DELEGATED PROFESSIONAL ENGINEER PRIOR TO BEING SUBMITTED FOR CURSORY REVIEW BY THE ENGINEER FOR LOADS IMPOSED ON THE PRIMARY STRUCTURE. THE DELEGATED

PROFESSIONAL ENGINEER FOR THESE COMPONENTS SHALL BE RESPONSIBLE FOR CONFORMANCE WITH ALL APPLICABLE BUILDING CODES AND NECESSARY CONNECTIONS AND DETAILING REQUIRED. SHOP DRAWINGS SHALL INDICATE MAGNITUDE AND DIRECTION OF ALL LOADS IMPOSED ON THE PRIMARY STRUCTURE. DETAILED DESIGN CALCULATIONS SHALL BE INCLUDED IN ALL DEFERRED OR DELEGATED COMPONENT SUBMITTALS UNLESS APPROVED OTHERWISE BY THE ENGINEER.

FOUNDATIONS

THE FOUNDATION DESIGN IS BASED ON THE RECOMMENDATIONS FROM THE GEOTECHNICAL ENGINEERING DESIGN REPORT ENTITLED GEOTECHNICAL INVESTIGATION DATED AUGUST 2025, PREPARED BY ROMING ENGINEERING. CONTRACTOR TO FOLLOW ALL RECOMMENDATIONS GIVEN IN THIS REPORT FOR PRELOADING, BACKFILL, DRAINAGE, SUBGRADE PREPARATION, AND OTHER REQUIREMENTS.

1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY DRAINAGE DURING EXCAVATION.

2. FOR ALL ELEVATIONS AND DRAINAGE SLOPES, SEE ARCHITECTURAL DRAWINGS AND REQUIREMENTS IDENTIFIED IN THE GEOTECHNICAL REPORT.

3. UNLESS OTHERWISE NOTED, DESIGN AND SUPERVISION OF EXCAVATION, SHORING AND UNDERPINNING OF THE WORK AND ADJACENT STRUCTURES, WHERE REQUIRED, SHALL BE CARRIED OUT BY A PROFESSIONAL GEOTECHNICAL ENGINEER RETAINED BY THE CONTRACTOR. ALL COSTS ARE TO BE INCLUDED IN THIS CONTRACT.

4. ALL FOUNDATIONS SHALL BE CENTERED ON COLUMNS AND WALLS UNLESS NOTED OTHERWISE.

5. WHERE FOUNDATION BEARING ELEVATIONS VARY, FOLLOW REQUIREMENTS OF TYPICAL DETAILS SHOWN ON DRAWINGS. CONTRACTOR SHALL

ESTABLISH BEARING ELEVATIONS BASED ON ALL REQUIREMENTS INCLUDING FROST PROTECTION, MAXIMUM SLOPES, ELECTRICAL, MECHANICAL AND ARCHITECTURAL INFORMATION.

6. FOUNDATION BEARING ELEVATIONS, IF SHOWN, ARE FOR BIDDING PURPOSES ONLY, ARE NOT FINAL, AND MAY VARY ACCORDING TO SITE CONDITIONS.

ALL FOOTINGS MUST BEAR ON SUBGRADE APPROVED BY THE GEOTECHNICAL ENGINEER.

7. BEARING SURFACES MUST BE PROTECTED FROM FREEZING BEFORE AND AFTER FOOTINGS ARE POURED.

8. PROVIDE 2" MINIMUM THICK CONCRETE GROUND SEAL UNDER FOUNDATION ELEMENTS IF REQUIRED BY SITE CONDITIONS OR THE GEOTECHNICAL ENGINEER.

SPREAD FOOTINGS:

NET ALLOWABLE DESIGN SOIL BEARING PRESSURE = 2,000 PSF. ALL FOOTINGS SHALL BEAR ON SUITABLE SUBGRADE CAPABLE OF THIS PRESSURE AND AS APPROVED BY THE GEOTECHNICAL ENGINEER. WHERE SUITABLE SUBGRADE IS NOT FOUND AT THE SPECIFIED FOOTING ELEVATION, OVER-EXCAVATE TO

THE DEPTHS REQUIRED BY THE GEOTECHNICAL ENGINEER AND REPLACE MATERIALS WITH STRUCTURAL FILL, LEAN CONCRETE, OR PROVIDE OTHER PREPARATION AS DIRECTED BY THE GEOTECHNICAL ENGINEER TO ACHIEVE THE REQUIRED BEARING CAPACITY. MINIMUM DEPTH OF UNDERSIDE OF FOOTINGS FROM TOP OF ADJACENT GRADE TO BE 26" PER GEOTECHNICAL REPORT.

CONTRACTOR IS SOLELY RESPONSIBLE TO ENSURE THAT GEOTECHNICAL ENGINEER REVIEWS AND APPROVES SUBGRADE INSTALLATION PRIOR TO POURING CONCRETE FOR FOOTINGS. THE OWNER SHALL RETAIN AN APPROVED TESTING AGENCY TO CARRY OUT DENSITY TESTING OF THE SUBGRADE MATERIAL. TESTING OF SUBGRADE MATERIAL IS TO BE CARRIED OUT IMMEDIATELY PRIOR TO INSTALLATION OF SLAB ON GRADE COMPONENTS AND DURING LIFTS AS SPECIFIED BY THE GEOTECHNICAL ENGINEER. CARE MUST BE TAKEN NOT TO DISTURB SUBGRADE AFTER APPROVAL AND PRIOR TO POURING CONCRETE.

STRUCTURAL FILL:

ALL FILL PLACED TO SUPPORT SLABS, BEHIND WALLS, AND AROUND ALL DRAINS SHALL CONSIST OF WELL GRADED, GRANULAR MATERIAL PER THE SPECIFICATIONS AND SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER. STRUCTURAL FILL SHALL BE PLACED ON SOUND NATIVE MATERIAL:

PROOF ROLL CUT AREAS WHICH PROVIDE SUPPORT FOR PERMANENT STRUCTURES. AREAS WHICH ARE EXCESSIVELY YIELDING PER THE GEOTECHNICAL ENGINEER, SHALL BE OVEREXCAVATED AND REPLACED WITH STRUCTURAL FILL.

CONCRETE 1/2

1. CONCRETE CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF ACI 301 AND ACI 318.

2. PERFORM ALL WORK IN ACCORDANCE WITH ACI 318, INCLUDING THE FOLLOWING:
a. CONSTRUCTION TOLERANCES
b. FABRICATION AND PLACEMENT OF REINFORCING
c. PLACEMENT OF CONCRETE, INCLUDING PROPER VIBRATION AND CURING

3. FORMWORK SHALL CONFORM TO ACI 318, ACI 347 AND ACI 307.

4. MIX DESIGNS: CONCRETE IS SPECIFIED ACCORDING TO ACI 318 CHAPTER 26 AND ACI 301 a. CEMENT SHALL BE PORTLAND CEMENT TYPE I or II, ASTM C150 OR ASTM C595 Type IL, IS, IP, or IT, UNLESS NOTED OTHERWISE. b. ALL CONCRETE WITH ACI 318 EXPOSURE CLASS OTHER THAN F0 TO BE AIR-ENTRAINED PER ASTM C172 WITH A TARGET PERCENTAGE AS FOLLOWS:

F1 = 4.5% +/-1.5%; F2 OR F3 = 6.0% +/-1.5%.
• AIR CONTENT SHALL BE MEASURED AT THE DISCHARGE OF THE TRUCK. IF CONCRETE IS PUMPED, AIR CONTENT SHALL BE MEASURED AT THE DISCHARGE END OF THE PUMP LINE. TESTS FOR AIR CONTENT SHALL MEET ASTM C172 REQUIREMENTS. c. NO CALCIUM CHLORIDE IS PERMITTED IN ANY FORM IN THE CONCRETE MIXES. d. SUPER PLASTICIZERS AND WATER REDUCERS ARE ALLOWED BUT MUST BE APPROVED BY THE ENGINEER. e. CONCRETE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SLUMP TO ENSURE WORKABILITY AND CONSOLIDATION WHILE MEETING THE OTHER REQUIREMENTS OF THIS SECTION AND THE SPECIFICATIONS.
• SLUMP SHALL BE MEASURED AT THE DISCHARGE OF THE TRUCK, OR IF PUMPED, SLUMP SHALL BE MEASURED AT THE END OF THE PUMP LINE. f. MAXIMUM COMPLEMENTARY CEMENTITIOUS MATERIALS (EX. FLY ASH, SLAG, SILICA FUME) AS A PERCENTAGE OF TOTAL WEIGHT OF CEMENTITIOUS MATERIAL SHALL BE 60 PERCENT. FLY ASH SHALL MEET ASTM C618 REQUIREMENTS AND SHALL NOT EXCEED 40 PERCENT OF TOTAL CEMENTITIOUS MATERIAL. WATER/CEMENT RATIO SHALL BE BASED ON TOTAL CEMENTITIOUS MATERIAL, INCLUDING COMPLEMENTARY CEMENTITIOUS MATERIALS.
g. MINIMUM CONCRETE REQUIREMENTS INCLUDED BELOW ARE THOSE REQUIRED BY THE ENGINEER FOR THE FINAL, IN-PLACE PROJECT. FURTHER CRITERIA SHOULD BE DETERMINED BY THE CONTRACTOR TO DEFINE CONSTRUCTION REQUIREMENTS. EXAMPLES OF CONSTRUCTION-RELATED CONCRETE PROPERTIES INCLUDE DATE OF ACCEPTANCE (28-DAY OR OTHER), WORKABILITY, PUMPABILITY, AND FINISHABILITY:
**AGE OF ACCEPTANCE WILL BE DETERMINED BASED ON CONTRACTOR INPUT. WHILE A NOMINAL CONCRETE STRENGTH OF f’c WILL BE UTILIZED FOR FINAL PROJECT ACCEPTANCE CRITERIA, TRIAL BATCHES SHALL REPORT THE STANDARD DEVIATION FOR THE TESTED MIXES AS WELL AS THEIR EXPECTED CONCRETE STRENGTHS.

5. MIX DESIGN DOCUMENTATION SHALL BE SUBMITTED, PER ACI 318, TO THE STRUCTURAL ENGINEER OF RECORD FOR REVIEW PRIOR TO CONCRETE PLACEMENT. THE PROPOSED MATERIALS AND CONCRETE MIX DESIGN SHALL BE FULLY DOCUMENTED AND REVIEWED BY THE OWNER'S TESTING LABORATORY AND/OR 3RD PARTY SPECIAL INSPECTION AGENCY. THE CONTRACTOR RETAINS RESPONSIBILITY FOR OBTAINING THE REQUIRED DESIGN STRENGTH AND OTHER REQUIREMENTS IN THIS SECTION AND THE SPECIFICATIONS.

6. CONTRACTOR TO TAKE MEASURES TO MINIMIZE SHRINKAGE CRACKING, INCLUDING COVERING AND DAMPENING CONCRETE DURING CURING STAGE.

7. CONTRACTOR TO TAKE ALL PRECAUTIONS TO ENSURE EXPOSED CONCRETE ACHIEVES FINISH DESIRED BY THE ARCHITECT, INCLUDING PROPER FORMING, MIX DESIGN, SITE CARE AND ADEQUATE VIBRATION. PROTECT AGAINST DAMAGE DURING STRIPPING AND ENTIRE CONSTRUCTION PERIOD.

8. SEE ARCHITECTURAL DRAWINGS FOR SLAB ELEVATIONS, DRAINAGE, SLOPES, AND LOCATIONS OF REGLETS, REVEALS AND CHAMFERS.

9. BLOCKOUTS, NAILERS, CONDUITS, DUCTS, PIPES, SLEEVES, AND OTHER OPENINGS ARE SUBJECT TO APPROVAL BY THE ENGINEER. a. OPENINGS AND CONDUITS ARE NOT PERMITTED IN WALL ZONES, WITHIN 39" OF WALL ENDS AND INTERSECTIONS AND COLUMNS. b. WHERE PERMITTED, SPACE OPENINGS 2 DIAMETERS, OR MINIMUM 6" APART. c. SINGLE OPENINGS LARGER THAN 12" OR A GROUP OF OPENINGS OCCUPYING TOGETHER MORE THAN 1.0 SQ. FT. IN ANY 10 SQ. FT. AREA SHALL NOT BE PERMITTED WITHOUT THE APPROVAL OF ENGINEER.

10. WHEN TEMPERATURE IS EXPECTED TO FALL BETWEEN 35°F AND 15°F WITHIN 3 DAYS OF POURING CONCRETE, THE CONTRACTOR SHALL CARRY OUT ONE OR MORE OF THE FOLLOWING PROCEDURES:
a. MAKE PROVISIONS TO HEAT MIX WATER OR AGGREGATE TO MAINTAIN A MINIMUM CONCRETE TEMPERATURE OF 50°F. b. MAKE PROVISIONS TO HEAT THE FORM WORK OR SOIL SURFACE. CONCRETE SHALL NOT BE POURED AGAINST ANY SURFACE WITH A TEMPERATURE LESS THAN 35°F. CALCIUM CHLORIDE OR OTHER DE-ICING SALTS ARE NOT PERMITTED. c. COVER CONCRETE WITH INSULATION BLANKET FOR THE FIRST 36 HOURS AFTER POURING CONCRETE. DO NOT POUR WHEN TEMPERATURE IS EXPECTED TO FALL BELOW 15°F WITHIN 3 DAYS AFTER POURING. d. MAKE PROVISIONS FOR A HEATED ENCLOSURE TO MAINTAIN THE TEMPERATURE OF ALL CONCRETE SURFACES ABOVE 50°F FOR A MINIMUM OF 3 DAYS AFTER THE POUR.

EXTERIOR CONCRETE... 4500 3/4" F2,S0,W1,C1
EXTERIOR SLABS 4500 1" F3,S0,W1,C2
SLAB ON GRADE 4000 1" F3,S0,W1,C1
FOOTINGS/ PILES 4000 1" F2,S0,W1,C1
MISC EXTERIOR CONCRETE 3000 1" F2,S0,W1,C1

ELEMENT
MINIMUM 28-DAY

STRENGTH (PSI)
MAXIMUM AGG. SIZE

CONCRETE

EXPOSURE CLASS

STRUCTURAL DESIGN DATA
DESIGN LOADS ARE AS NOTED BELOW AND AS DEFINED IN THE LOAD MAPS. LOAD COMBINATIONS ARE PER SECTION 1605 OF THE BUILDING CODE.

CONSTRUCTION TYPE: THE CONSTRUCTION TYPE PER THE IBC IS TYPE IV-HT. TO SATISFY THE FIRE DESIGN REQUIREMENTS FOR THIS CONSTRUCTION TYPE, THE PRIMARY FRAMING IS DESIGNED WITH MINIMUM MEMBER/SLAB SIZES TO MEET THE REQUREMENTS OF IBC 2304.11.

GRAVITY LOADS: SEE LOAD MAPS
SNOW LOADS:

GROUND SNOW LOAD, Pg = 0 PSF
SNOW IMPORTANCE FACTOR, Is = 1.0
EXPOSURE FACTOR, Ce = 1.0
THERMAL FACTOR, C = 1.0
SLOPE FACTOR, Cs = 1.0
FLAT ROOF SNOW LOAD, Pf = 0 PSF
SEISMIC LOADS:

BUILDING LOCATION:

LATITUDE: 37.5046° N
LONGITUDE: -122.2586° W
RISK CATEGORY = II
SEISMIC IMPORTANCE FACTOR, Ie = 1.0
SITE CLASS = D
APPROXIMATE BUILDING PERIOD = 0.2 SEC
MAPPED SPECTRAL ACCELERATION PARAMETERS:

SS = 1.821
S1 = 0.745
SITE COEFFICIENTS: FA = 1.0, FV = 1.7
SPECTRAL RESPONSE COEFFICIENTS: SDS = 1.214, SD1 = N/A
SEISMIC DESIGN CATEGORY = D
SEISMIC RESPONSE COEFFICIENTS AND ULTIMATE BASE SHEAR:

NORTH-SOUTH: CS = 0.61, V = 9.9kip;
EAST-WEST: CS = 0.61, V = 9.9kip;
LATERAL SYSTEM: INVERTED PENDULUM TYPE STRUCTURE
RESPONSE MODIFICATION COEFFICIENT, R = 2.0
DEFLECTION AMPLIFICATION FACTOR, Cd= 2.0
OVERSTRENGTH FACTOR Ω0 = 2.0
ANALYSIS METHOD: EQUIVALENT LATERAL FORCE PROCEDURE
WIND LOADS:

BASIC WIND SPEED, VULT = 92 MPH
RISK CATEGORY = II
EXPOSURE CATEGORY = B
TOPOGRAPHIC FACTOR, KZT =1.0
LOAD PATH FOR LATERAL FORCES: LATERAL FORCES ARE CARRIED BY THE ROOFDIAPHRAGMS TO THE TIMBER FINS. THE TIMBER FINS ACT AS INVERTED PENDULUMN AND TRANSFER THE LOAD TO THE CONCRETE FOUNDATION.

STORY DRIFT

1. THE PRIMARY STRUCTURE WILL EXPERIENCE LATERAL MOVEMENTS. ALL DELEGATED DESIGN ITEMS AND SECONDAY COMPONENENTS INCLUDING

CLADDING, MECHANICAL / ELECTRICAL / PLUMBING SYSTEMS, AND NONSTRUCTURAL COMPONENTS MUST ACCOUNT FOR THESE MOVEMENTS AND DRIFTS IN ACCORDANCE WITH BUILDING CODE REQUIREMENTS. ANY OTHER ELEMENTS REQUIRED BY THE BUILDING CODE SHALL BE DESIGNED TO ACCOMMODATE THE PRIMARY STRUCTURE STORY DRIFTS WITH ELEMENT-SPECIFIC MODIFICATIONS PER CHAPTER 13 OF ASCE 7.

2. FOR SERVICE LEVEL STORY DRIFTS, THERE SHALL BE NO DAMAGE TO CLADDING AND DELEGATED DESIGN ITEMS/SECONDARY COMPONENTS. FOR

DESIGN STORY DRIFTS, DAMAGE MAY BE ACCEPTABLE FOR CLADDING AND DELEGATED DESIGN ITEMS/SECONDARY COMPONENTS BUT THESE ELEMENTS SHALL REMAIN ATTACHED TO THE PRIMARY STRUCTURE.

SEISMIC DRIFT

SERVICE LEVEL DESIGN

LEVELS STORY DRIFT STORY DRIFT

ROOF <1.0% OF STORY HEIGHT <1.1% OF STORY HEIGHT

WIND DRIFT

SERVICE LEVEL DESIGN

LEVELS STORY DRIFT STORY DRIFT

ROOF <1% OF STORY HEIGHT <1% OF STORY HEIGHT

CONSTRUCTION TOLERANCES

1. UNLESS NOTED OTHERWISE IN THE DRAWINGS OR SPECIFICATIONS, CONSTRUCTION TOLERANCES ARE AS FOLLOWS:
a. CONCRETE
-ALL TOLERANCES IN ACCORDANCE WITH ACI 117, EXCEPT FOR CONSTRUCTION AT THE TIMBER-CONCRETE INTERFACE. -CONCRETE CONSTRUCTION SUPPORTING THE TIMBER STRUCTURE SHALL BE PLACED TO A TOLERANCE OF ±1/4" IN SPECIFICED POSITION AND ELEVATION.
b. STRUCTURAL STEEL:
-ALL TOLERANCES IN ACCORDANCE WITH AISC 303.
c. MASONRY:
-ALL TOLERANCES IN ACCORDANCE WITH ACI 530, EXCEPT FOR CONSTRUCTION AT THE TIMBER-MASONRY INTERFACE. -MASONRY CONSTRUCTION SUPPORTING THE TIMBER STRUCTURE SHALL BE PLACED TO A TOLERANCE OF +/-1/4" IN SPECIFICED POSITION AND ELEVATION.
d. WOOD:
-ALL FABRICATION TOLERANCES IN ACCORDANCE WITH ANSI A190.1 (GLULAM) AND PRG 320 (CLT). SEE SPECIFICATIONS FOR FABRICATION TOLERANCES FOR DLT.
-ALL ERECTION TOLERANCES FOR THE GLULAM FRAME SHALL FOLLOW AISC 303. -EDGES OF CLT AND DLT PANELS SHALL BE WITHIN +/-1" OF SPECIFIED POSITION (INCLUDING SHRINKAGE/EXPANSION DUE TO MOISTURE)

CONSTRUCTION SEQUENCING AND TEMPORARY STABILITY

1. GENERAL CONTRACTOR SHALL RETAIN A TEMPORARY WORKS ENGINEER TO PERFORM ANY REQUIRED ENGINEERING AND SHALL SUPPLY ANY

ADDITIONAL BRACING OR SHORING REQUIRED TO ENSURE STABILITY OF THE PRIMARY STRUCTURE AND ANY INDIVIDUAL COMPONENTS AT ALL POINTS DURING CONSTRUCTION. STRUCTURAL ELEMENTS SHOWN ON THE DRAWINGS ARE NOT SELF-SUPPORTING IN THEIR OWN RIGHT AND MAY REQUIRE TEMPORARY SUPPORT FOR OVERALL OR LOCAL STABILITY.

2. TIMBER CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONSTRUCTION SEQUENCING AND TEMPORARY STABILITY OF THE TIMBER STRUCTURE,

INCLUDING THE SUPPLY AND INSTALLATION OF ADDITIONAL BRACING OR SHORING REQUIRED TO ENSURE STABILITY OF THE PRIMARY STRUCTURE AND ANY INDIVIDUAL COMPONENTS AT ALL POINTS DURING INSTALLATION.

DEFERRED STRUCTURAL SUBMITTALS

1. STRUCTURAL SYSTEMS OR COMPONENTS NOT SPECIFICALLY DESIGNED ON THE STUCTURAL DOCUMENTS ARE DEFINED AS CONTRACTOR-DESIGNED COMPONENTS PER THE STRUCTURAL DOCUMENTS. THESE SYSTEMS OR COMPONENTS ARE DEFERRED SUBMITTAL COMPONENTS AND HAVE NOT BEEN PERMITTED UNDER THE BASE BUILDING APPLICATION. THE GENERAL CONTRACTOR SHALL RETAIN A PROFESSIONAL ENGINEER LICENSED TO PERFORM

THIS DESIGN WORK IN THE JURISDICTION WHERE THE PROJECT IS LOCATED AND SHALL PERFORM THE DESIGN FOR THE REQUIRED LOADS AND ANY STATED PERFORMANCE CRITERIA IN ACCORDANCE WITH THE BUILDING CODES IN EFFECT IN THE JURISDICTION.

2. DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEER FOR REVIEW FOR GENERAL CONFORMANCE TO THE CONSTRUCTION DOCUMENTS PRIOR TO FABRICATION. FOLLOWING REVIEW BY THE ARCHITECT AND ENGINEER, THE CONTRACTOR SHALL SUBMIT

SEALED DRAWINGS TO THE AUTHORITY HAVING JURISDICTION AS A DEFERRED SUBMITTAL FOR APPROVAL PRIOR TO COMMENCEMENT OF FABRICATION AND INSTALLATION.

3. REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND CIVIL DRAWINGS FOR ADDITIONAL DEFERRED SUBMITTAL SYSTEMS AND COMPONENTS.

REVISIONS DATE
100% SUBMITTAL / BID SET 10/30/25
100% SUBMITTAL / BID SET 75% SUBMITTAL / BUILDING PERMIT 10/30/25 09/10/25

PROFESSIONA
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JOHNSON
70476
CIVIL

8.e
November 10, 2025 Packet Pg. 870

AURUM CONSULTING

ENGINEERS

WALLACE ROBERTS
& TODD, INC

DOWNTOWN PLAN IMPLEMENTATION

PHASE IA - HARRINGTON PARK

CONSTRUCTION DOCUMENTATION

PROFESSIONAL STAMP
94XX - DOWNTOWN IMPLEMENTATION PHASE 1 - 700 LAUREL ST AND HARRINGTON PARK

CITY OF SAN
CARLOS

OWNER LANDSCAPE ARCHITECT
SALTER

AUDIOVISUAL

HLB LIGHTING

LIGHTING DESIGN
RMA

IRRIGATION DESIGN

FLUIDITY DESIGN

ELECTRICAL ENGINEER WATER FEATURE

WARE ASSOCIATES

ARCHITECT
CSW|ST2

CIVIL ENGINEER
415.397.0442
STE 100
STE 310
WARE-ARCHITECTS.COM
WRTDESIGN.COM
650.802.4264

SAN CARLOS,
CA 94070
600 ELM STREET
415.575.4722

SAN FRANCISCO,
CA 94105
120 2ND ST, 3RD FLOOR SAN FRANCISCO,
CA 94104
130 SUTTER ST,
FLOOR 5
415.348.8273

SAN FRANCISCO,
CA 94103
785 MARKET ST, STE 800
925.939.3985

WALNUT CREEK,
CA 94597
2670 CAMINO DIABLO
213.739.9291

CHECKED BY:

DRAWN BY:

DATE:

STRUCTURECRAFT
BUILDERS USA INC.

CANOPY/PAVILION

STRUCTURAL ENGINEER
2225 N. 56TH STREET
SEATTLE, WA 98103
AT
PP
ST004

GENERAL NOTES
CONCRETE 2/2

11. WHEN TEMPERATURE IS EXPECTED TO FALL BELOW 15°F WITHIN 3 DAYS OF POURING CONCRETE, THE CONTRACTOR SHALL CARRY OUT ONE OR MORE OF THE FOLLOWING PROCEDURES:
a. MAKE PROVISIONS TO HEAT MIX WATER OR AGGREGATE TO MAINTAIN A MINIMUM CONCRETE TEMPERATURE OF 50°F.

12. FOR EACH MIX DESIGN, THE MATERIAL SUPPLIER SHALL INCLUDE AN ENVIRONMENTAL PRODUCT DECLARATION (EPD), IN CONFORMANCE WITH PROJECT SPECIFICATIONS. THE THIRD-PARTY-VERIFIED EPD WILL BE USED TO DOCUMENT THE ESTIMATED GLOBAL WARMING POTENTIAL (GWP). ALL GWP INFORMATION SUBMITTED SHALL BE IN THE FORM OF kgCO2eq/kg.

13. UNLESS OTHERWISE NOTED, PROVIDE 1/8" WIDE CONTROL JOINTS, ¼ OF THE SLAB ON GRADE THICKNESS, IN TWO DIRECTIONS IN GRADE SLABS CENTERED ON COLUMN LINES, AND MAXIMUM SPACING OF 30 TIMES THE SLAB ON GRADE THICKNESS.

14. MAXIMUM COMPLEMENTARY CEMENTITIOUS MATERIALS (EX. FLY ASH, SLAG, SILICA FUME) AS A PERCENTAGE OF TOTAL WEIGHT OF CEMENTITIOUS MATERIAL SHALL BE 60 PERCENT. FLY ASH SHALL MEET ASTM C618 REQUIREMENTS AND SHALL NOT EXCEED 40 PERCENT OF TOTAL CEMENTITIOUS MATERIAL. WATER/CEMENT RATIO SHALL BE BASED ON TOTAL CEMENTITIOUS MATERIAL, INCLUDING COMPLEMENTARY CEMENTITOUSCEMENTITIOUS MATERIALS.

15. AIR CONTENT SHALL BE MEASURED AT THE DISCHARGE OF THE TRUCK. IF CONCRETE IS PUMPED, AIR CONTENT SHALL BE MEASURED AT THE DISCHARGE END OF THE PUMP LINE. TESTS FOR AIR CONTENT SHALL MEET ASTM C172 REQUIREMENTS.

CONSTRUCTION JOINTS

1. ALL CONSTRUCTION JOINTS IN SLABS, BEAMS, AND WALLS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW BEFORE STARTING CONSTRUCTION.

PROVIDE JOINTS AT LOCATIONS SPECIFICALLY NOTED ON THE ARCHITECTURAL OR STRUCTURAL DRAWINGS.

2. ALL CONSTRUCTION JOINTS IN SLABS, BEAMS, AND WALLS SHALL BE KEYED IN ACCORDANCE WITH THE TYPICAL DETAILS OR, AT THE GENERAL CONTRACTOR'S OPTION, SHALL BE INTENTIONALLY ROUGHENED IN ACCORDANCE WITH THE FOLLOWING: THE SURFACE OF ROUGHENED JOINTS SHALL BE SAND BLASTED OR ROUGHENED WITH A CHIPPING HAMMER TO EXPOSE THE AGGREGATE EMBEDDED IN THE PREVIOUS POUR. THE EXPOSED AGGREGATE SHALL PROTRUDE A MINIMUM OF 1/4 INCH. ALL SURFACES OF CONSTRUCTION JOINTS SHALL BE CLEANED AND LAITANCE REMOVED.

IMMEDIATELY BEFORE NEW CONCRETE IS PLACED, ALL CONSTRUCTION JOINTS SHALL BE WETTED AND STANDING WATER REMOVED.

REINFORCING STEEL

2. ALL REINFORCING BARS SHALL BE ACCURATELY PLACED, CHAIRED AND TIED SECURELY TO PREVENT DISPLACEMENT AND TO MAINTAIN THE SPECIFIED COVER. INSTALL COLUMN REINFORCEMENT ACCURATELY WITH TEMPLATES. PROVIDE HOOKED DOWELS FROM BOTTOM OF FOOTING TO MATCH AND LAP WITH VERTICALS. CHAIRS SHALL BE PROTECTED AGAINST RUSTING WHERE REQUIRED FOR APPEARANCE. DO NOT WET DOWEL REINFORCEMENT UNLESS APPROVED BY THE ENGINEER.

3. BARS SHALL BE TIED WITH MINIMUM #16 GAUGE ANNEALED BLACK WIRE. EPOXY-COATED REINFORCEMENT SHALL BE TIED WITH APPROPRIATELY COATED TIE WIRE.

4. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH ACI 315, AND BARS SHALL BE SUPPORTED ON CHAIRS IN ACCORDANCE WITH THE CRSI MANUAL OF STANDARD PRACTICE.

5. REINFORCEMENT SHALL BE NEW BILLET STEEL CONFORMING TO THE FOLLOWING STANDARDS:
a) #3 AND LARGER ASTM A615, GRADE 60
b) WELDABLE REINFORCEMENT ASTM A706 (WELDING TO ASTM A706) c) WELDED WIRE REINFORCEMENT (WWR) ASTM A1064
d) EPOXY COATED REINFORCEMENT ASTM A775, GRADE 60

6. WELDABLE REINFORCEMENT (INCLUDING DEFORMED BAR ANCHORS) MUST BE CLEARLY IDENTIFIED ON EACH PIECE.

7. WWR SHALL BE ELECTRICALLY WELDED. ENDS AND EDGES OF WWR FABRIC SHALL BE LAPPED BY MINIMUM ONE MESH SPACING PLUS 2", BUT NOT LESS THAN 6"

8. REINFORCEMENT SHALL HAVE CONCRETE PROTECTION AS FOLLOWS, UNLESS OTHERWISE NOTED:

FIRE RESISTANCE RATING
0-2 HRS 3 HRS
a) ALL SURFACES PLACED IN CONTACT WITH GROUND 3" 3”
b) FORMED SURFACES EXPOSED TO GROUND OR WEATHER 2" 2”
c) WALLS - EXTERIOR FACE 1 1/4" 1 1/4"
- INTERIOR FACE 3/4" 1 1/4"
d) COLUMN TIES - INTERIOR 1 1/2" 2”
- EXTERIOR 2" 2”
e) SLABS 1" 1 1/2"
f) SLAB BANDS AND BEAMS 1 1/2" 2”
g) SLAB ON GRADE (FROM TOP OF SLAB) 1 1/2" 1 1/2”
h) OTHER, UNLESS NOTED OTHERWISE 1 1/2" 1 1/2”

9. PROVIDE EPOXY COATED REINFORCEMENT AND ACCESSORIES IN AREAS OF DIRECT EXPOSURE TO THE ENVIRONMENT, CHEMICALS, OR DE-ICING.

10. CLEAR DISTANCE BETWEEN BARS SHALL NOT BE LESS THAN 1.5 TIMES THE NOMINAL DIAMETER OF THE BARS, OR 1.4 TIMES THE MAXIMUM SIZE OF THE COARSE AGGREGATE.

11. PROVIDE MINIMUM REINFORCEMENT AS FOLLOWS, UNLESS NOTED OTHERWISE:
a) WALL REINFORCEMENT:
6" WALL #4 @ 12" VERT., #4 @ 12" HOR., CENTERED
8" WALL #5 @ 18" VERT., #5 @ 18" HOR., CENTERED
10" WALL #5 @ 12" VERT., #5 @ 12" HOR., CENTERED
12" WALL #4 @ 12" VERT., EACH FACE
#4 @ 12" HOR., EACH FACE
b) SUSPENDED SLAB REINFORCEMENT:
4" #3 @ 12” OR #4 @ 18" EACH WAY, CENTERED
5" #4 @ 16" EACH WAY, CENTERED
6" #4 @ 12" EACH WAY, CENTERED
7" TO 8 ½” #5 @ 18" EACH WAY, CENTERED
9" TO 10" #5 @ 16" EACH WAY, TOP AND BOT
11" TO 12" #5 @ 12" EACH WAY, TOP AND BOT
c) BEAM REINFORCEMENT:
8'-0" WIDE SLAB BANDS 4-#6 CONTINUOUS TOP AND BOTTOM BARS BEAMS 2-#6 CONTINUOUS TOP AND BOTTOM BARS
d) FOOTING REINFORCEMENT:
2-#5 CONTINUOUS PLUS HOOKED DOWELS TO MATCH WALL VERTICAL REINFORCING. OTHER LOCATIONS NOT IDENTIFIED ABOVE: #5 @ 16" e) PROVIDE 2-#5 CONTINUOUS AT TOP OF WALLS.

12. ALL BARS SHALL BE CONTINUOUS, PROPERLY LAPPED AT SPLICES. AT CORNERS AND INTERSECTIONS, HORIZONTAL REINFORCEMENT SHALL BE BENT AND LAPPED.

13. PROVIDE MINIMUM LAP LENGTHS FOR 60KSI REINFORCEMENT (INCLUDING DOWELS) AS FOLLOWS, UNLESS NOTED OTHERWISE:

14. WHERE LAP DIMENSIONS ARE SHOWN ON DRAWINGS, SUCH DIMENSIONS SHALL CONTROL.

15. LAP SPLICES NOT SHOWN ON DRAWINGS SHALL NOT BE ALLOWED UNLESS APPROVED IN WRITING BY THE ENGINEER.

16. MECHANICAL COUPLERS OR SPLICE DEVICES MAY BE USED FOR ANY BAR SIZE IN LIEU OF LAPS PROVIDED A CURRENT ICC-ES (OR IAPM-UES EQUIVALENT) REPORT SHOWS COUPLER/SPLICE DEVICE CAN DEVELOP 125% OF THE REINFORCING BAR YIELD STRENGTH. SUBMIT COUPLER DATA TO ENGINEER FOR REVIEW.

17. NO REINFORCEMENT MAY BE SPLICED BY WELDING.

18. HEADED BARS OR TERMINATORS SHALL BE PROVIDED WHERE SHOWN ON THE DRAWINGS OR AT THE CONTRACTOR’S OPTION IF HEADED BARS OR TERMINATORS MEET THE REQUIREMENTS IN ACI 318 AND ASTM A970 AND HAVE A CURRENT ICC-ES (OR IAPMO-UES EQUIVALENT) REPORT.

19. WELDING OF REINFORCEMENT TO OTHER BARS OR STEEL MUST BE APPROVED BY THE ENGINEER OF RECORD. WHERE APPROVED, WELDING PROCEDURES SHALL FOLLOW AWS D1.4.

20. UNLESS NOTED OTHERWISE, OPENINGS IN WALLS AND SLAB SHALL HAVE 2-#5 EXTRA EACH SIDE EXTENDING 2'-0" PAST CORNERS, PLUS 1-#5 X 4'-0" DIAGONAL EACH CORNER.

21. FOR ALL REINFORCEMENT, THE MATERIAL SUPPLIER SHALL INCLUDE AN ENVIRONMENTAL PRODUCT DECLARATION (EPD), IN CONFORMANCE WITH PROJECT SPECIFICATIONS. THE THIRD-PARTY-VERIFIED EPD WILL BE USED TO DOCUMENT THE ESTIMATED GLOBAL WARMING POTENTIAL (GWP). ALL GWP INFORMATION SUBMITTED SHALL BE IN THE FORM OF kgCO2eq/kg. #11 99" 111" 128" 76" 85" 98" 59" 66" 76" 30"
#10 90" 101" 116" 69" 78" 90" 54" 60" 69" 27"
#9 81" 91" 105" 63" 70" 81" 48" 54" 62" 25"
#8 72" 81" 93" 56" 62" 72" 43" 48" 55" 22"
#7 63" 71" 81" 49" 54" 63" 38" 42" 48" 19"
#6 44" 49" 56" 34" 37" 43" 26" 29" 33" 16"
#5 36" 41" 47" 28" 31" 36" 22" 24" 28" 14"
#4 29" 33" 38" 23" 25" 29" 17" 19" 22" 11"
#3 22" 25" 28" 17" 19" 22" 13" 15" 17" 8"
f'c 5000 PSI 4000 PSI 3000 PSI 5000 PSI 4000 PSI 3000 PSI 5000 PSI 4000... 3000 PSI 3000 PSI MIN

BAR SIZE
TENSION LAPS, Lsbt (TOP
REINF. FOR BEAMS OR SLABS >
12" THICK)
TENSION LAPS, Lsb (U.N.O.) DEVELOPMENT LENGTH,
Ld
HOOK

EMBEDMENT
, Ldh

MECHANICAL/ELECTRICAL/PLUMBING SYSTEM SUPPORTS

1. THE GENERAL CONTRACTOR SHALL DESIGN AND SUPPLY ALL ADDITIONAL MISCELLANEOUS METALS, ATTACHMENTS, AND SYSTEM SUPPORT COMPONENTS THAT ARE NECESSARY TO SUPPORT ALL MECHANICAL, ELECTRICAL, AND PLUMBING/FIRE-PROTECTION SYSTEMS.

2. SUCH METALS AND SUPPORT COMPONENTS AND THEIR CONNECTIONS SHALL BE PROVIDED AS NECESSARY TO DIRECTLY AND CONCENTRICALLY IMPOSE LOADS ON THE PRIMARY STRUCTURE. THE CONNECTIONS TO THE PRIMARY STRUCTURE ARE SUBJECT TO THE REQUIREMENTS OF THE MISCELLANEOUS METALS SECTION. THESE SYSTEMS MAY BE SUPPORTED DIRECTLY FROM FLOOR AND ROOF SLABS SUBJECT TO THE FOLLOWING LIMITATIONS: 400 POUNDS MAY HANG FROM ROOF SLAB

3. LOADS SHALL BE LOCATED NO CLOSER THAN 5 FEET FROM ANY ADJACENT HANGING LOAD, AND THE GENERAL CONTRACTOR SHALL COORDINATE THE SUPPORT AND HANGING LOADS FROM ALL BUILDING SYSTEMS. THE MECHANICAL/ELECTRICAL/PLUMBING SYSTEM SUPPORTS SHALL ACCOMMODATE LATERAL MOVEMENTS BETWEEN ADJACENT FLOORS AS DEFINED IN THE STORY DRIFT SECTION OF THESE NOTES.

4. LOADS HUNG FROM THE CLT ROOF SLAB SHALL BE FASTENED INTO THE SLAB USING ENGINEERED WOOD FASTENERS WITH A DIAMETER NO LARGER THAN 3/8". FOR HANGING LOAD GREATER THAN 400LB SUBMIT SEALED SHOP DRAWINGS.

STRUCTURAL STEEL

1. SEE HEAVY TIMBER SECTION FOR STEEL ASSOCIATED WITH TIMBER STRUCTURE.

2. STRUCTURAL STEEL CONSTRUCTION SHALL CONFORM TO AISC 360 OR CAN/CSA S216 OR EN 1993.

3. ALL STRUCTURAL STEEL MATERIAL SHALL CONFORM TO ASTM OR EQUIVALENT CSA G40.20/G40.21 OR EN 10025-2 WITH THE FOLLOWING GRADES:
a) W SHAPES ASTM A992, FY=50 KSI OR
ASTM A913, FY=50 KSI
b) ANGLES AND CHANNELS ASTM A36, FY=36 KSI UNO
c) ROUND STRUCTURAL TUBE (HSS) ASTM A1085 FY = 50 KSI
d) SQUARE/RECTANGULAR STRUCTURAL TUBE (HSS) ASTM A1085, FY = 50 KSI e) STEEL PIPE ASTM A53, TYPE E, S, GR. B, FY=35 KSI
f) PLATES AND BARS ASTM A572 GR 50 UNO
g) BOLTS ASTM A325 UNO
h) MISCELLANEOUS HARDWARE ASTM A307 UNO
i) WELDED HEADED STUDS ASTM A108

4. GENERAL NOTES FOR STEEL CONNECTIONS SHALL APPLY TO ALL STEEL CONNECTIONS UNLESS NOTED OTHERWISE.

5. SHOP DRAWINGS SHALL BE SUBMITTED AND REVIEWED BY THE ARCHITECT AND ENGINEER BEFORE COMMENCING FABRICATION.

6. STEEL BEAMS ARE EQUALLY SPACED BETWEEN GRIDS OR DIMENSIONED LOCATIONS UNLESS NOTED OTHERWISE.

7. BOLTS DESIGNATED "GR A325" IN THE DRAWINGS REFER TO ASTM F3125 GRADE A325 HEAVY HEX BOLTS OR GRADE F1852 TWIST-OFF STYLE TENSION CONTROL BOLTS. BOLTS DESIGNATED "GR A490" IN THE DRAWINGS REFER TO ASTM F3125 GRADE A490 HEAVY HEX BOLTS OR GRADE F2280 TWIST-OFF STYLE TENSION-CONTROL BOLTS. BOLT STYLE MAY BE SELECTED AT CONTRACTOR OPTION. ALL HIGH-STRENGTH BOLTS SHALL BE INSTALLED, TIGHTENED, AND INSPECTED IN ACCORDANCE WITH THE RCSC.

8. BOLTS IN CONNECTIONS OF BEAM-TO-BEAM/GIRDER MAY BE SNUG-TIGHT, UNLESS SPECIFICALLY CALLED OUT PRETENSIONED OR SLIP-CRITICAL. SNUG TIGHT CONNECTIONS SHALL BE INSTALLED PER THE CRITERIA FOR SNUG-TIGHT BOLTS.

9. ALL OTHER BOLTED CONNECTIONS SHALL BE PRETENSIONED. PRETENSIONED AND SLIP-CRITICAL CONNECTIONS MAY USE TURN-OF-NUT PRETENSIONING, TWIST-OFF-TYPE TENSION-CONTROL BOLT PRETENSIONING, OR DIRECT-TENSION-INDICATOR PRETENSIONING. WHERE SLIP-CRITICAL CONNECTIONS ARE NOTED, FAYING SURFACES SHALL BE CLASS A, UNLESS SPECIFICALLY CALLED OUT AS CLASS B. PRETENSIONED BOLTS MUST NOT BE RE-USED ONCE TENSIONED BEYOND SNUG TIGHT. IF TENSIONED BOLTS NEED TO BE LOOSENED, REMOVE AND REPLACE WITH NEW BOLTS.

10. ALL HIGH-STRENGTH BOLTS SHALL HAVE WASHERS INSTALLED PER THE RCSC, UNLESS NOTED OTHERWISE.

11. ALL ASTM A307 BOLTS SHALL BE PROVIDED WITH LOCK WASHERS UNDER NUTS OR SELF-LOCKING NUTS.

12. UNLESS OTHERWISE NOTED, APPLY ONE SHOP COAT OF PRIMER TO ALL STEEL WORK. STEEL WORK TO RECEIVE SPRAY-ON FIRE PROOFING TO BE UNPRIMED (SEE ARCH.).

13. REFER TO ARCHITECTURAL PLANS FOR MINIMUM HOURLY VALUES OF STEEL FIRE PROTECTION FOR DETERMINING THE THICKNESS OF SPRAY APPLIED FIREPROOFING FOR PRIMARY AND SECONDARY MEMBERS. FLOOR OR ROOF MEMBERS THAT HAVE NO CONNECTION TO COLUMNS SHALL BE CONSIDERED SECONDARY MEMBERS.

14. FOR STEEL MEMBERS AND EMBEDMENTS EXPOSED TO WEATHER, PROVIDE HOT-DIPPED GALVANIZED FINISH OR APPROVED ZINC RICH EXTERIOR COATING SYSTEM, UNLESS APPROVED BY ENGINEER IN WRITING. ALL HOT DIP GALVANIZING SHALL CONFORM TO ASTM A123 AND A153.

15. APPLY TWO COATS OF ZINC RICH PAINT PROTECTION TO HOT DIPPED GALVANIZED SURFACES DAMAGED BY TRANSPORTATION, ERECTION, OR SITE WELDING.

16. ALL STUDS SHALL BE END WELDED IN SHOP OR FIELD WITH EQUIPMENT RECOMMENDED BY MANUFACTURER WITH LENGTH AFTER WELDING AS SHOWN ON THE STRUCTURAL DRAWINGS.

17. PROVIDE CAP PLATES AT OPEN ENDS OF TUBES AND PIPES (SEAL WELD ALL AROUND). PROVIDE DRAIN HOLE AT BASE.

18. GROUT FILL ALL VOIDS ON UNDERSIDE OF ALL BASE PLATES AND BEARING PLATES IN CONTACT WITH CONCRETE OR MASONRY WITH A PLASTIC CONSISTENCY NON-SHRINK GROUT WITH A MINIMUM 7-DAY STRENGTH OF 5000 PSI BUT NO LESS THAN THE SUPPORTING CONCRETE STRENGTH.

FOLLOW MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS FOR MIXING AND PLACEMENT.

19. FIELD MODIFICATION OF STRUCTURAL STEEL IS PROHIBITED WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER.

20. UNLESS NOTED OTHERWISE, DESIGN STRUCTURAL STEEL CONNECTIONS FOR MINIMUM HALF THE SHEAR OR COMPRESSION CAPACITY OF THE MEMBERS CONNECTED (DESIGN BY THE FABRICATOR'S ENGINEER). BOLTED CONNECTIONS SHALL CONSIST OF A MINIMUM 2- 3/4" Ø GRADE A325 BOLTS WITH 3/8" CONNECTOR PLATE, U.N.O.

21. SUBMIT SHOP DRAWINGS FOR THE ABOVE TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWINGS SHALL COMPLY WITH "AISC STEEL CONSTRUCTION MANUAL", "AISC DETAILING FOR STEEL CONSTRUCTION", AND SHALL SHOW ALL DETAILS, AND INDICATE ALL APPLICABLE DESIGN LOADS AND MATERIAL SPECIFICATIONS. FABRICATOR SHALL RETAIN PROFESSIONAL ENGINEER LICENSED TO PERFORM THIS DESIGN WORK IN THE JURISDICTION WHERE THE PROJECT IS LOCATED WHO SHALL SEAL ALL SUBMITTED SHOP DRAWINGS.

22. ERECTION OF STEEL STRUCTURES SHALL BE SUPERVISED BY A PROFESSIONAL ENGINEER LICENSED TO PERFORM THIS DESIGN WORK IN THE JURISDICTION WHERE THE PROJECT IS LOCATED AND EXPERIENCED WITH PROJECTS OF A SIMILAR COMPLEXITY AND SIZE. SAME ENGINEER SHALL SUBMIT SEALED ERECTION DRAWINGS INDICATING PLANNED METHODS AND STABILITY OF STRUCTURE AT ALL STAGES OF ERECTION. FOLLOWING

FABRICATION AND ERECTION, THE SUB CONTRACTOR SHALL RETAIN A PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS

LOCATED TO REVIEW INSTALLATION OF THE STEEL STRUCTURE AND SUBMIT A SEALED LETTER STATING THAT INSTALLATION OF SAME MEETS ALL STRUCTURAL REQUIREMENTS.

23. SEE ARCHITECTURAL DRAWINGS FOR MISCELLANEOUS STEEL COMPONENTS. ANY STEEL COMPONENTS NOT SHOWN ON THE STRUCTURAL DRAWINGS ARE CONSIDERED TO BE SECONDARY COMPONENTS (SEE NOTES ON SECONDARY COMPONENTS AND THEIR ATTACHMENTS).

24. FOR ALL STRUCTURAL STEEL, THE MATERIAL SUPPLIER SHALL INCLUDE AN ENVIRONMENTAL PRODUCT DECLARATION (EPD), IN CONFORMANCE WITH PROJECT SPECIFICATIONS. THE THIRD-PARTY-VERIFIED EPD WILL BE USED TO DOCUMENT THE ESTIMATED GLOBAL WARMING POTENTIAL (GWP). ALL GWP INFORMATION SUBMITTED SHALL BE IN THE FORM OF kgCO2eq/kg.

STRUCTURAL STEEL WELDING

1. ALL WELDING SHALL CONFORM TO AWS A2.4 OR CSA W47.1/W59 OR ISO 3834-2 AND BE PERFORMED BY CERTIFIED WELDERS. ALL WELDS SHALL BE IN ACCORDANCE WITH AWS D1.1 OR CSA W47.1/W59 OR ISO 3834-2. WELDS SHALL BE MADE USING E-70XX ELECTRODES OR EQUIVALENT AND MINIMUM WELD SIZE SHALL BE 3/16". REFER TO "FIELD REVIEW AND TESTING" FOR ALL WELD TESTING REQUIREMENTS.

2. ALL PARTIAL JOINT PENETRATION GROOVE WELD SIZES SHOWN ON THE DRAWINGS REFER TO EFFECTIVE THROAT THICKNESS, UNLESS NOTED OTHERWISE. ALL WELDS SHALL BE MADE USING LOW HYDROGEN ELECTRODES WITH MINIMUM TENSILE STRENGTH PER AWS D1.1 (MINIMUM 70 KSI) FOR BASE METALS WITH MAXIMUM YIELD STRENGTH EQUAL TO 50 KSI. FOR BASE METALS WITH YIELD STRENGTH HIGHER THAN 50 KSI, ALL WELDS SHALL BE MADE USING LOW HYDROGEN ELECTRODES FROM WITHIN THE SAME GROUP PER AWS D1.1 TABLE 3.1.

3. FILLER METALS FOR ALL COMPLETE JOINT PENETRATION GROOVE WELDED T- AND CORNER JOINTS WITH BACKING LEFT IN PLACE AND COMPLETE JOINT PENETRATION GROOVE WELDED SPLICES IN HEAVY SECTIONS AS DEFINED IN AISC 360 A3.1c SHALL HAVE A MINIMUM CHARPY V-NOTCH TOUGHNESS OF 20 FOOTPOUNDS AT 40 DEGREES FAHRENHEIT.

4. WELDING PROCEDURES SHALL BE SUBMITTED TO THE OWNER'S TESTING AGENCY FOR REVIEW PRIOR TO STARTING FABRICATION OR ERECTION.

5. ALL COMPLETE JOINT PENETRATION WELDS SHALL BE ULTRASONICALLY TESTED. UPON COMPLETION OF THE CONNECTION, EXCEPT PLATE LESS THAN OR EQUAL TO 1/4 INCH THICK, WHICH SHALL BE MAGNETIC PARTICLE TESTED. REDUCTION IN TESTING MAY BE CONSIDERED IN ACCORDANCE WITH THE BUILDING CODE WITH APPROVAL OF THE ENGINEER.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE JOINT PREPARATIONS AND WELDING PROCEDURES THAT INCLUDE, BUT ARE NOT LIMITED TO:

REQUIRED ROOT OPENINGS, ROOT FACE DIMENSIONS, GROOVE ANGLES, BACKING BARS, COPES, SURFACE ROUGHNESS VALUES, AND TAPERS AND TRANSITIONS OF UNEQUAL PARTS.

7. CONTROL HEAT/PACE OF WELD WHEN WELDING STEEL ADJACENT TO OTHER MATERIALS (WOOD, CONCRETE, ETC.) TO PREVENT CRACKING, SPALLING OR BURNING OF ADJACENT MATERIAL.

8. ALL FABRICATION AND WELDING EXPOSED TO VIEW TO BE APPEARANCE QUALITY TO THE ARCHITECT’S AND ENGINEER'S SATISFACTION.

9. WELDING OF REINFORCING TO EMBEDDED PLATES IS PERMITTED ONLY WITH WELDABLE DEFORMED BAR ANCHORS WITH THE FOLLOWING FILLET WELD SIZES:
3/8”Ø 1/4”
1/2”Ø 5/16”
5/8”Ø 3/8”
3/4”Ø 1/2”

10. SUBMIT A HOT WORK PLAN IN COMPLIANCE WITH NFPA 51B PRIOR TO PERFORMING "HOT WORK" (I.E. WELDING OR CUTTING) OR OPERATING OTHER FLAME-PRODUCING/SPARK PRODUCING DEVICES. CONTRACTORS ARE REQUIRED TO MEET ALL CRITERIA BEFORE WORK COMMENCES, TO INCLUDE:

PROVIDE AT LEAST TWO 9 KG 20 POUND 4A:20 BC RATED EXTINGUISHERS FOR NORMAL "HOT WORK". THE EXTINGUISHERS MUST BE CURRENT INSPECTION TAGGED AND CONTAIN AN APPROVED SAFETY PIN AND TAMPER RESISTANT SEAL. IT IS ALSO MANDATORY TO HAVE A DESIGNATED FIRE WATCH FOR ANY "HOT WORK" DONE AT THIS ACTIVITY. THE FIRE WATCH MUST BE TRAINED IN ACCORDANCE WITH NFPA 51B AND REMAIN ON-SITE FOR A MINIMUM OF ONE HOUR AFTER COMPLETION OF THE TASK OR AS SPECIFIED ON THE HOT WORK PERMIT.REPORT ANY FIRE, NO MATTER HOW SMALL, IMMEDIATELY. COMBUSTIBLE MATERIALS, E.G. TIMBER ELEMENTS, MUST BE COVERED BY FIRE RESISTANT SHIELDS (FIRE RETARDANT PLYWOOD, FLAME-PROOF, TARPAULIN, METAL, ETC.). SPARKS/SLAG CATCHERS (FIRE RETARDANT PLYWOOD, FLAME PROOF TARPAULINS, METAL, ETC.) MUST BE SUSPENDED BELOW ANY ELEVATED CUTTING/WELDING OPERATION. ALL FLOOR AND WALL OPENINGS MUST BE COVERED TO PREVENT SPARKS/SLAG FROM TRAVELING TO OTHER, UNPROTECTED AREAS.

ANCHOR RODS

1. ANCHOR RODS SHALL BE ASTM F1554 GRADE 36 WITH CLASS 2A THREADS, UNLESS NOTED OTHERWISE.

2. ANCHOR RODS TO HAVE MATCHING DOUBLE HEAVY HEX NUTS JAMMED AT THE END EMBEDDED IN CONCRETE. FURNISH PLATE WASHERS AND MATCHING HEAVY HEX NUTS FOR SECURING THE BASE PLATE TO THE ANCHOR RODS. HOOKED ANCHOR RODS SHALL NOT BE USED UNLESS SPECIFICALLY NOTED.

3. A RIGID STEEL TEMPLATE SHALL BE USED TO LOCATE ANCHOR RODS WHILE PLACING CONCRETE. ANCHOR RODS SHALL HAVE SUFFICIENT LENGTH TO

PROVIDE THE MINIMUM EMBEDMENT SHOWN ON THE DRAWINGS, MEASURED FROM THE FACE OF THE CONCRETE TO THE NEAR FACE OF THE DOUBLE NUT, WITH ADEQUATE EXTENSION AS REQUIRED TO RECEIVE THE BASE PLATE WITH ADEQUATE THREAD PROJECTION FOR FULL NUT ENGAGEMENT.

4. ANCHOR ROD INSTALLATION SHALL BE COORDINATED WITH REINFORCING AND FORMWORK. LEVELING NUTS SHALL NOT BE USED EXCEPT AFTER EVALUATION BY THE CONTRACTOR'S ERECTION ENGINEER.

5. AFTER BASE INSTALLATION, ANCHOR ROD NUTS SHALL BE INSTALLED TO A SNUG-TIGHT CONDITION. NO HEATING OR BENDING OF THE ANCHOR RODS IS PERMITTED. HOLES IN THE BASE MATERIAL SHALL NOT BE ENLARGED BY BURNING.

NONSHRINK GROUT FOR BASE PLATES, SLEEVES, AND EMBEDDED STEEL

1. GROUT FILL ALL VOIDS ON UNDERSIDE/BACKSIDE OF ALL BASE PLATES, BEARING PLATES, AND EMBEDDED PLATES IN CONTACT WITH CONCRETE OR MASONRY.

2. HIGH STRENGTH NON-SHRINK (HSNS) GROUT SHALL BE PROVIDED BY AN APPROVED MANUFACTURER AND PLACED IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. GROUT STRENGTH SHALL BE AT A MINIMUM EQUIVALENT TO THE MATERIAL ON WHICH IT IS PLACED AND SHALLBE MINIMUM 5000 PSI BUT NO LESS THAN THE SUPPORTING CONCRETE STRENGTH. WHEN A FLOWABLE GROUT MIX DOES NOT PROVIDE THE REQUIRED STRENGTH, AN EPOXY GROUT SHALL BE USED.

WOOD CONSTRUCTION

1. REQUIREMENTS IN THIS SECTION ARE APPLICABLE TO ALL WOOD CONSTRUCTION THAT IS STRUCTURAL IN NATURE, INCLUDING ELEMENTS IN THESE SUBSEQUENT SECTIONS OF THE GENERAL NOTES: GLUE-LAMINATED TIMBER, DOWEL LAMINATED TIMBER, AND CROSS LAMINATED TIMBER.

2. WOOD CONSTRUCTION SHALL MEET THE APPLICABLE SECTIONS OF AWC NDS AND REFERENCED SPECIFICATIONS.

3. ALL WOOD CONSTRUCTION COMPONENTS SHALL BE SEASONED TO A MOISTURE CONTENT OF 19% OR LESS AT TIME OF FABRICATION AND THIS MOISTURE CONTENT SHALL BE MAINTAINED THROUGHOUT FABRICATION, STORAGE AND TRANSPORTATION.

4. FOR ALL TIMBER PROVIDED, THE MATERIAL SUPPLIER SHALL INCLUDE AN ENVIRONMENTAL PRODUCT DECLARATION (EPD), IN CONFORMANCE WITH PROJECT SPEICIFICATIONS. THE THIRD-PARTY-VERIFIED EPD WILL BE USED TO DOCUMENT THE ESTIMATED GLOBAL WARMING POTENTIAL (GWP). ALL GWP INFORMATION SUBMITTED SHALL BE IN THE FORM OF kgCO2eq.

5. FRAMING LUMBER:
a. FRAMING LUMBER SHALL CONFORM TO PRODUCT STANDARD PS 20-20 "AMERICAN SOFTWOOD LUMBER STANDARD" (AMERICAN LUMBER STANDARD COMMITTEE, 2021).
b. FRAMING LUMBER SHALL BE DOUGLAS FIR-LARCH OR SPF AND HAVE A MINIMUM GRADE OF #2 OR BETTER, UNLESS NOTED OTHERWISE.

6. PLYWOOD/OSB SHEATHING:
a. PLYWOOD SHALL CONFORM TO PRODUCT STANDARD PS 1-19 "STRUCTURAL PLYWOOD" (APA, 2019). ORIENTED STRAND BOARD (OSB) SHALL CONFORM TO PRODUCT STANDARD PS 2-18 "PERFORMANCE STANDARD FOR WOOD STRUCTURAL PANELS" (APA, 2018). b. ALL SHEATHING SHALL BE APA RATED. SEE DRAWINGS FOR THICKNESS, SPAN RATING AND NAILING REQUIREMENTS. AS A MINIMUM, SHEATHING SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS, UNLESS NOTED OTHERWISE:
i. ROOF SHEATHING: 15/32" THICK (INDEX 32/16) WITH EXPOSURE 1 BOND CLASSIFICATION. FASTEN TO SUPPORTING FRAMING WITH MINIMUM 8d COMMON NAILS AT 6" AT SHEET EDGES AND 12" EACH WAY AT THE INTERIOR. ii. FLOOR SHEATHING: 19/32" THICK (INDEX 40/20) WITH EXPOSURE 1 BOND CLASSIFICATION. FASTEN TO SUPPORTING FRAMING WITH MINIMUM 10d COMMON NAILS AT 6" AT SHEET EDGES AND 12" EACH WAY AT THE INTERIOR. iii. WALL SHEATHING: 15/32" THICK (INDEX 32/16) WITH EXPOSURE 1 BOND CLASSIFICATION. FASTEN TO WALL STUDS WITH MINIMUM 8d COMMON NAILS AT 6" AT SHEET EDGES AND 12" EACH WAY AT THE INTERIOR.

c. SHEATHING SHALL BE LAID UP WITH FACE GRAIN PEPRPENDICULAR TO SUPPORTING FRAMING, UNLESS NOTED OTHERWISE.

7. WOOD FASTENERS -NAILS:
a. NAILS SHALL CONFORM TO ASTM F1667 "STANDARD SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES" AND SHALL MEET THE SUPPLEMENTARY REQUIREMENTS S1 (NAIL BENDING YIELD STRENGTH). b. SEE GENERAL NOTES AND DRAWINGS FOR NAIL SIZE AND SPACING REQUIREMENTS. FRAMING NAIL SIZES SPECIFIED IN THE DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATION:

GLUE-LAMINATED TIMBER (GLULAM)
c. NAILS SHALL BE GALVANIZED, UNLESS NOTED OTHERWISE.

d. NAILS SHALL BE POWER-DRIVEN. NAILS DRIVEN THROUGH SHEATHING SHALL BE DRIVEN FLUSH TO THE FACE OF SHEATHING WITH NO COUNTER SINKING PERMITTED. RE-NAIL SHEATHING AS NECESSARY TO REPLACE OVER-DRIVE NAILS.

8. WOOD FASTENERS -STRUCTURAL WOOD SCREWS (SEE "TIMBER FASTENERS AND CONNECTORS" FOR TIMBER MEMBER CONNECTIONS):
a. WOOD SCREWS REFER TO THREADED STEEL SCREWS THAT ARE SELF-DRILLING, DOWEL-TYPE FASTENERS USED PRIMARILY IN WOOD-TO-WOOD CONNECTIONS. THESE CARBON STEEL SCREWS ARE MANUFACTURED BY A COLD-FORMED PROCESS AND ARE HEAT-TREATED WITH ROLLED THREADS.
b. WOOD SCREWS SHALL CONFORM TO ANSI STANDARD B18.6.1.
c. WOOD SCREWS SHALL BE SIMPSON STRONG-TIE SDS SCREWS OR APPROVED EQUIVALENT. ALTERNATE WOOD SCREWS SHALL HAVE A CURRENT ICC-ES (OR IAPMO-ES EQUIVALENT) REPORT.
d. SCREWS SHALL BE GALVANIZED OR HAVE A COATING THAT IS EQUIVALENT TO HOT-DIP GALVANIZATION (ASTM A153, CLASS D), UNLESS NOTED OTHERWISE. ACCEPTABLE COATINGS SHALL MEET ACCEPTANCE CRITERIA ICC-ES AC257 EXPOSURE CONDITIONS 1 AND 3. FASTENERS IN CONTACT WITH PRESSURE-TREATED WOOD SHALL BE HOT-DIPPED GALVANIZED. e. PROVIDING LEAD HOLES ("PRE-DRILLING") IS NOT REQUIRED, UNLESS SPECIFICIALLY NOTED.

9. TIMBER FASTENERS AND CONNECTORS:
a. TIMBER CONNECTIONS ARE SPECIFIED BY THE TIMBER CONTRACTOR, UNLESS NOTED OTHERWISE. SHOP DRAWINGS SHALL CLEARLY IDENTIFY ALL FASTENERS AND CONNECTORS BY MANUFACTURER AND SIZE. b. TIMBER CONNECTIONS SHALL BE SUPPLIED WITH COATINGS SUITABLE FOR THE SERVICE CLASS INDICATED IN THE DRAWINGS (SERVICE CLASSES ARE AS DEFINED IN EN 1995-1-1 "EUROCODE 5: DESIGN OF TIMBER STRUCTURES" SECTION 2.3.1.3). TREAT ALL TIMBER MEMBERS AS SERVICE CLASS 2, UNLESS NOTED OTHERWISE.
10d BOX 0.128" 3"
8d BOX 0.113" 2 1/2"
6d BOX 0.099" 2"
10d COMMON 0.148" 3"
8d COMMON 0.131" 2 1/2"
6d COMMON 0.113" 2"

NAIL SIZE DIAMETER LENGTH

REVISIONS DATE
100% SUBMITTAL / BID SET 10/30/25
100% SUBMITTAL / BID SET 75% SUBMITTAL / BUILDING PERMIT 10/30/25 09/10/25

PROFESSIONA
D
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IN
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LOREN

JOHNSON
70476
CIVIL

8.e
November 10, 2025 Packet Pg. 871

AURUM CONSULTING

ENGINEERS

WALLACE ROBERTS
& TODD, INC

DOWNTOWN PLAN IMPLEMENTATION

PHASE IA - HARRINGTON PARK

CONSTRUCTION DOCUMENTATION

PROFESSIONAL STAMP
94XX - DOWNTOWN IMPLEMENTATION PHASE 1 - 700 LAUREL ST AND HARRINGTON PARK

CITY OF SAN
CARLOS

OWNER LANDSCAPE ARCHITECT
SALTER

AUDIOVISUAL

HLB LIGHTING

LIGHTING DESIGN
RMA

IRRIGATION DESIGN

FLUIDITY DESIGN

ELECTRICAL ENGINEER WATER FEATURE

WARE ASSOCIATES

ARCHITECT
CSW|ST2

CIVIL ENGINEER
415.397.0442
STE 100
STE 310
WARE-ARCHITECTS.COM
WRTDESIGN.COM
650.802.4264

SAN CARLOS,
CA 94070
600 ELM STREET
415.575.4722

SAN FRANCISCO,
CA 94105
120 2ND ST, 3RD FLOOR SAN FRANCISCO,
CA 94104
130 SUTTER ST,
FLOOR 5
415.348.8273

SAN FRANCISCO,
CA 94103
785 MARKET ST, STE 800
925.939.3985

WALNUT CREEK,
CA 94597
2670 CAMINO DIABLO
213.739.9291

CHECKED BY:

DRAWN BY:

DATE:

STRUCTURECRAFT
BUILDERS USA INC.

CANOPY/PAVILION

STRUCTURAL ENGINEER
2225 N. 56TH STREET
SEATTLE, WA 98103
AT
PP
ST005

GENERAL NOTES

GLUE-LAMINATED TIMBER (GLULAM)

1. ALL GLULAM SHALL MEET THE REQUIREMENTS OF AWC NDS AND SHALL HAVE THE FOLLOWING PROPERTIES:
(OR)
ALTERNATE GRADES THAT MEET THE REQUIREMENTS OF EN 1995, AND PROVIDE EQUIVALENT PERFORMANCE TO THE FOLLOWING PROPERTIES, MAY BE USED WITH APPROVAL FROM THE ENGINEER:
a. SPECIES: ALASKAN YELLOW CEDAR
b. MINIMUM STRESS GRADE -BENDING MEMBERS: 24F-E OR EQUIVALENT c. MINIMUM STRESS GRADE -COMPRESSION MEMBERS: 24F-E OR EQUIVALENT d. APPEARANCE GRADE: ARCHITECTURAL, EXCEPT WHERE NOTED OTHERWISE e. STANDARD SPECIFICATION: ANSI 117 -STANDARD SPECIFICATION FOR STRUCTURAL

GLUE LAMINATED TIMBER OF SOFTWOOD SPECIES

2. GLULAM MEMBERS SHALL BE COATED FOR PROTECTION FROM RAIN AND MOISTURE. SEE DRAWINGS FOR ADDITIONAL REQUIREMENTS. SUBMIT PROPOSED COATING PRODUCT FOR REVIEW.

3. WRAP GLULAM MEMBERS WITH WEATHERPROOF, LIGHTPROOF, AND STAIN FREE MATERIAL. STORE MEMBERS OFF GROUND AND SEPARATED WITH BLOCKING. CUT UNDERSIDE OF WRAP DURING STORAGE AT SITE TO ALLOW FOR VENTILATION AND DRAINAGE. IF STORED OUTSIDE, COVER TOP AND SIDES WITH OPAQUE MOISTURE-RESISTANT MEMBRANE. MAINTAIN PROTECTION OF MEMBERS DURING CONSTRUCTION. GENERAL CONTRACTOR AND TIMBER CONTRACTOR SHALL SUBMIT METHODS OF PROTECTION TO THE ARCHITECT AND ENGINEER PRIOR TO CONSTRUCTION.

4. PROTECT EXPOSED GLULAM MEMBERS. PRECAUTIONS SHALL BE TAKEN TO AVOID ANY DAMAGE OR MARKING OF MEMBERS DURING FABRICATION, TRANSPORT, AND ERECTION. PROTECT CORNERS AND EDGES OF MEMBERS WITH BLOCKING DURING TRANSPORT AND DURING ERECTION.

5. MAKE ADEQUATE PROVISIONS FOR POSSIBLE STRESSES DURING FABRICATION AND ERECTION. SET GLULAM MEMBERS LEVEL AND PLUMB TO CORRECT POSITIONS AND SECURELY BRACE TO HOLD POSITION UNTIL PERMANENTLY SECURED.

6. FIT GLULAM MEMBERS CLOSELY AND ACCURATELY, WITHOUT TRIMMING, CUTTING, OR OTHER MODIFICATIONS. SITE CUTTING, NOTCHING, OR BORING OF MEMBERS, OTHER THAN AS SHOWN ON SHOP DRAWINGS, IS NOT PERMITTED WITHOUT WRITTEN CONSENT OF THE ENGINEER.

7. SUBMIT SHOP DRAWINGS SHOWING FABRICATION AND ERECTION OF ALL GLULAM MEMBERS FOR REVIEW BY THE ARCHITECT AND ENGINEER PRIOR TO FABRICATION. SHOW ALL CONNECTION AND DETAILS, MATERIAL SPECIFICATIONS, AND FINISHES. INCLUDE A LAYOUT PLAN SHOWING ALL MEMBERS.

8. PROVIDE A MOISTURE BARRIER AT ALL LOCATIONS WHERE PANELS ABUT CONCRETE OR MASONRY CONSTRUCTION.

9. MARK GLULAM MEMBERS FOR IDENTIFICATION AND ORIENTATION DURING ERECTION. ENSURE THAT MARKS WILL BE CONCEALED FROM VIEW IN THE FINISHED CONDITION.

10. GLULAM MEMBERS SHALL BE FREE OF GRADE STAMPS ON SURFACES EXPOSED TO VIEW IN THE FINISHED CONDITION.

CROSS LAMINATED TIMBER PANELS (CLT)

1. ALL CROSS LAMINATED TIMBER PANELS SHALL MEET THE REQUIREMENTS OF EITHER: ANSI/APA PRG 320 OR EAD 130005-00-0304 SOLID WOOD SLAB ELEMENT TO BE USED AS A STRUCTURAL ELEMENT IN BUILDINGS AND EU REGULATION NO. 305/2011 WITH RELATED ETA (EUROPEAN TECHNICAL APPROVALS).

2. CLT PANELS SHALL HAVE THE FOLLOWING PROPERTIES (OR ALTERNATE GRADES WITH APPROVAL FROM THE ENGINEER). a) LAYUP 5 PLY
b) SPECIES DOUGLAS FIR
c) STRESS GRADE V1
d) APPEARANCE GRADE ARCHITECTURAL

3. ALL MEMBERS SHALL BE FREE OF GRADE STAMPS ON SURFACES EXPOSED TO VIEW.

4. CROSS LAMINATED TIMBER PANELS SHALL BE COATED WITH SEALANT FOR PROTECTION FROM RAIN AND MOISTURE DAMAGE, U.N.O. SEE DRAWINGS FOR ADDITIONAL REQUIREMENTS.

5. SITE CUTTING OR BORING OF DECKING, OTHER THAN SHOWN ON SHOP DRAWINGS, IS NOT PERMITTED WITHOUT WRITTEN CONSENT OF THE ENGINEER.

COAT ALL FIELD-CUT OPENINGS WITH MINIMUM TWO COATS OF CLEAR SEALER. SUBMIT PROPOSED SEALER FOR REVIEW AND APPROVAL.

6. PROVIDE GAPS BETWEEN PANELS AS REQUIRED FOR CONSTRUCTION TOLERANCES AND SWELLING. DETAILS AND LOCATIONS SHALL BE INDICATED ON SHOP DRAWINGS.

7. PROTECT EXPOSED SURFACES DURING CONSTRUCTION AND ERECTION WHERE APPROPRIATE. PRECAUTIONS SHALL BE TAKEN TO AVOID ANY DAMAGE OR MARKING OF CLT PANELS DURING FABRICATION, TRANSPORTATION, OR ERECTION.

SECONDARY COMPONENTS AND THEIR ATTACHMENTS

1. REFER TO ALL CONTRACT DOCUMENTS FOR SECONDARY COMPONENTS. SECONDARY COMPONENTS ARE ELEMENTS THAT ARE STRUCTURALLY

SIGNIFICANT FOR THE FUNCTIONS THEY SERVE BUT DO NOT CONTRIBUTE TO THE OVERALL STRENGTH OR STABILITY OF THE PRIMARY STRUCTURAL SYSTEM. EXAMPLES INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING:
a) SITE WORK ELEMENTS EXTERIOR TO THE BASE BUILDING SUCH AS LANDSCAPING COMPONENTS, RETAINING WALLS, LAMP STANDARDS, BOLLARDS, FENCES, POOLS, SIGNS AND CIVIL WORK.
b) ARCHITECTURAL COMPONENTS SUCH AS GUARD AND HAND RAILS, FLAG POSTS, CANOPIES, CEILINGS, ETC.. c) CLADDING, WINDOW MULLIONS, GLAZING, AND STORE FRONTS. d) MECHANICAL SCREEN WALLS.
e) SKYLIGHTS AND GLASS CANOPIES.
f) ARCHITECTURAL PRECAST AND PRECAST CLADDING.
g) ARCHITECTURAL BRICK VENEER AND TIE BACKS.
h) INTERIOR AND EXTERIOR LIGHT GAUGE STEEL STUD WALLS.
i) FALL RESTRAINT ANCHORS, INCLUDING ANY ADDITIONAL REQUIRED FRAMING NOT SHOWN ON PLANS. j) ATTACHMENTS AND BRACING FOR MECHANICAL, ELECTRICAL, AND PLUMBING COMPONENTS. k) ROOFING MATERIAL.
l) MISCELLANEOUS METALS
m) ANY OTHER ELEMENTS AS REQUIRED BY THE BUILDING CODE

2. DESIGN AND DETAILING OF THE ABOVE ITEMS AND THEIR ATTACHMENTS ARE NOT THE RESPONSIBILITY OF THE ENGINEER. THEY SHALL BE DESIGNED BY SPECIALTY PROFESSIONAL ENGINEERS, RETAINED BY THE GENERAL CONTRACTOR AND EXPERIENCED IN THE DESIGN OF THIS WORK. a) DESIGN SECONDARY COMPONENTS IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE AND WITH THE DESIGN CRITERIA LISTED IN THE "GENERAL" SECTION OF THESE GENERAL NOTES.
b) DRAWINGS AND CALCULATIONS OF COMPONENTS DESIGNED BY THE SPECIALTY PROFESSIONAL ENGINEER SHALL BE SIGNED AND SEALED BY THE SPECIALTY PROFESSIONAL ENGINEER.
c) SUBMIT SEALED SHOP DRAWINGS OF SECONDARY OR NON-STRUCTURAL COMPONENTS WHICH MAY AFFECT THE PRIMARY STRUCTURAL SYSTEM TO THE CONSULTANT FOR REVIEW. SHOP DRAWINGS SHOULD CLEARLY INDICATE THE METHOD AND MEANS OF ATTACHMENT AND THE MAGNITUDE OF FORCES THAT THE BASE STRUCTURE MUST WITHSTAND. THE CONSULTANT'S REVIEW SHALL BE ONLY FOR THE COMPONENTS' EFFECT ON THE PRIMARY STRUCTURAL SYSTEM AND MAY RESULT IN THE NEED TO MODIFY THE METHOD OF ATTACHMENT. d) THE SPECIALTY PROFESSIONAL ENGINEER SEALING THE GENERAL CONTRACTOR'S SHOP DRAWINGS IS ALSO RESPONSIBLE FOR ALL FIELD REVIEW OF THIS WORK. THIS SPECIALTY PROFESSIONAL ENGINEER SHALL PROVIDE SIGNED AND SEALED LETTERS OF ASSURANCE TO THE ENGINEER

CONFIRMING THE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE FINAL REVIEWED SHOP DRAWINGS AND ALL STRUCTURAL REQUIREMENTS.

3. PROTECTION OF CONNECTIONS OF DISSIMILAR METALS AGAINST GALVANIC CORROSION IS THE RESPONSIBILITY OF THE SPECIALTY PROFESSIONAL ENGINEER.

4. TIMBER AND CONCRETE STRUCTURES EXPERIENCE BOTH INSTANTANEOUS AND LONG-TERM DEFLECTIONS WHICH INCREASE WITH DURATION OF LOAD (CREEP); STEEL STRUCTURES EXPERIENCE ONLY INSTANTANEOUS DEFLECTIONS. ADDITIONAL STRUCTURAL MOVEMENTS OCCUR DUE TO COLUMN SHORTENING AND CHANGES IN WOOD MOISTURE CONTENT (EXPANSION/SHRINKAGE).

ANY SECONDARY COMPONENTS/FINISHES AND THEIR CONNECTIONS ATTACHED TO THE PRIMARY STRUCTURAL FRAME MUST BE DESIGNED AND

DETAILED BY THE SPECIALTY PROFESSIONAL ENGINEER TO ACCOMMODATE THESE MOVEMENTS, IN ADDITION TO ACCOMMODATING ALL CONSTRUCTION

TOLERANCES AND ANY MOVEMENTS OF THE SECONDARY COMPONENT/FINISHES, WITHOUT DAMAGING THE ATTACHED ELEMENTS OR CAUSING SIGNIFICANT RESTRAINT TO THE PRIMARY STRUCTURAL FRAME.

UNLESS SPECIFIED OTHERWISE, DETAIL SECONDARY COMPONENTS FOR CONSTRUCTION TOLERANCES PLUS THE FOLLOWING BUILDING MOVEMENTS AND DEFLECTIONS, WITH ANY APPLICABLE ELEMENT-SPECIFIC MODIFICATIONS PER ASCE 7 CHAPTER 13:
a) VERTICAL MOVEMENTS (INCLUDES CREEP AND LIVE LOAD):
i) VERTICAL DEFLECTIONS UNDER ROOF STRUCTURE: 1/8"
ii) VERTICAL DEFLECTION UNDER ROOF LL 1/4"
NOTE: TIMBER STRUCTURES EXPOSED TO EXCESSIVE MOISTURE DURING CONSTRUCTION (RESULTING IN MOISTURE CONTENT GREATER THAN 19%) MAY RESULT IN ADDITIONAL CREEP DEFLECTION THAT EXCEEDS THE STRUCTURAL MOVEMENTS OUTLINED ABOVE. CONTRACTOR SHALL ENSURE THAT TIMBER STRUCTURAL ELEMENTS ARE PROTECTED FROM MOISTURE. SEE "WEATHER PROTECTION OF TIMBER STRUCTURE -DURING CONSTRUCTION" SECTION OF THESE NOTES.
b) HORIZONTAL MOVEMENTS: SEE “STORY DRIFT”NOTES.

5. CLADDING SYSTEMS AND THEIR DESIGN AND INSTALLATION ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR, INCLUDING THEIR STRUCTURAL PERFORMANCE, WATERPROOFING SYSTEMS, AND CONNECTION TO THE PRIMARY STRUCTURE.

6. STRUCTURAL ELEMENTS AT THE BUILDING PERIMETER HAVE BEEN DESIGNED FOR THE VERTICAL LOADS SHOWN ON THE LOAD MAPS. CLADDING

ATTACHMENTS SHALL NOT APPLY MOMENTS TO SLAB EDGES, OR LATERAL LOADS TO GLULAM BEAMS, OR INTRODUCE TORSIONAL LOADS INTO GLULAM BEAMS OR COLUMNS. ANY BRACES OR ADDED REINFORCING REQUIRED TO PROVIDE SUFFICIENT STABILITY OR LATERAL RESTRAINT TO THE CLADDING SHALL BE DESIGNED AND SUPPLIED BY THE GENERAL CONTRACTOR FOR ALL APPLICABLE LOADS.

7. DETAILED SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE ARCHITECT/ENGINEER PRIOR TO COMMENCEMENT OF FABRICATION OR INSTALLATION.

8. FOR ALL DELEGATED STEEL DESIGN ITEMS, INCLUDING THE ITEMS LISTED ABOVE, THE STEEL SUPPLIER SHALL PREVENT ACCELERATED CORROSION DUE TO DISSIMILAR METALS BY PROVIDING DIELECTRIC SEPERATORS OR APPROVED MEANS OF DETAILING.

5. ARCH, MECH, & ELEC ITEMS SEISMIC DESIGN REQUIREMENTS PERIODIC SPECIAL INSPECTION 17 (ASCE 7 CHAPTER 13) AS SPECIFIED PER IBC CHAPTER
EXTERIOR WALLS, VENEER & CLADDING REQUIRED FOR WALL FRAMING, FOR ASCE 7 SECTION 13.5.3 FASTENING OF VENEER OR CLADDING EXCEEDING 5 PSF (IBC 1705.11.5) SUSPENDED CEILINGS ASCE 7 SECTION 13.5.6 INSPECTIONS PER ASCE 7

13.5.6.2.1 AS REQUIRED
PARTITION WALLS ASCE 7 SECTION 13.5.8 REQUIRED DURING ERECTION AND

FASTENING
FOR WALLS > 15 PSF (IBC 1705.11.5)
GLAZING SYSTEMS ASCE 7 SECTION 13.5.9 NOT REQUIRED

LIFE SAFETY COMPONENTS INCLUDING
ASCE 7 SECTION 13.6 AND REQUIRED FOR VERIFICATION OF
FIRE PUMPS, EMERGENCY IBC 1705.12.3 CERTIFICATE OF COMPLIANCE LABEL
GENERATORS SMOKE EVACUATION ON COMPONENT (IBC 1705.11.4)

FANS, AND COMPONENTS WITH

HAZARDOUS COMBUSTIBLE, OR HIGHLY
TOXIC CONTENTS (IP=1.5 PER
ASCE 7-10 SECTION 13.1.3)
INSTALLATION AND ANCHORAGE OF SP ASCE 7 SECTION 13.6 AND REQUIRED (IBC 1705.11.4 &
SPRINKLER SYSTEMS, FIRE PUMPS, IBC 1705.12.3 & IBC 1705.11.6)

EMERGENCY GENERATORS,

COMPONENTS WITH HAZARDOUS,

COMBUSTIBLE, OR HIGHLY TOXIC
CONTENTS (IP=1.5 PER ASCE 7-10
SECTION 13.1.3)
ALL OTHER MECHANICAL AND ASCE 7 SECTION 13.6 NOT REQUIRED

ELECTRICAL COMPONENTS

SPECIAL INSPECTION NOTES

1. SPECIAL INSPECTIONS SHALL BE PERFORMED BY A QUALIFIED, INDEPENDENT SPECIAL INSPECTOR AND TESTING AGENCY APPOINTED BY THE OWNER.

SPECIAL INSPECTIONS AND TESTING SHALL BE PERFORMED IN ACCORDANCE WITH CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE.

2. ALL NON-CONFORMING WORK SHALL BE BROUGHT TO THE ATTENTION OF THE GENERAL CONTRACTOR FOR CORRECTION AND SHALL BE NOTED WITH DESCRIPTION AND PICTURES IN THE INSPECTION REPORTS.

3. COMPONENTS OR ASSEMBLIES FABRICATED IN A FABRICATOR'S SHOP MAY REQUIRE SPECIAL INSPECTIONS AS REQUIRED BY THE BUILDING CODE.

SPECIAL INSPECTOR SHALL VERIFY THAT THE FABRICATOR MAINTAINS DETAILED FABRICATION AND QUALITY CONTROL PROCEDURES AND SHALL REVIEW FOR COMPLETENESS AND ADEQUACY RELATIVE TO THE CODE REQUIREMENT.

4. SPECIAL INSPECTIONS OF FABRICATED ITEMS ARE NOT REQUIRED WHERE THE FABRICATOR IS REGISTERED AND APPROVED IN ACCORDANCE WITH SECTION 1704.2.5.1 OF THE CODE.

5. GENERAL CONTRACTOR SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE OWNER PRIOR TO THE COMMENCEMENT OF WORK ON EACH SYSTEM OR COMPONENT. THE GENERAL CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL CONTAIN THE FOLLOWING:
a) ACKNOWLEDGEMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS. b) ACKNOWLEDGEMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS APPROVED BY THE BUILDING OFFICIAL.
c) PROCEDURES FOR EXERCISING CONTROL WITHIN THE CONTRACTOR'S ORGANIZATION INCLUDING THE METHOD AND FREQUENCY OF REPORTING AND DISTRIBUTION OF THE REPORTS.
d) IDENTIFICATION AND QUALIFICATIONS OF THE PERSON(S) EXERCISING SUCH CONTROL AND THEIR POSITION(S) IN THE ORGANIZATION.

SPECIAL INSPECTION
THE FOLLOWING ITEMS REQUIRE SPECIAL INSPECTION AND TESTING PER IBC SECTION 1705. THIS WORK SHALL BE PERFORMED BY A SPECIAL INSPECTOR CERTIFIED BY THE CITY OF SAN CARLOS TO PERFORM THE TYPES OF INSPECTIONS AND TESTS SPECIFIED. THE FREQUENCY OF INSPECTIONS AND TESTING SHALL BE AS OUTLINED IN THE IBC TABLE ITEMS LISTED BELOW. DEFICIENCIES SHALL BE REPORTED DAILY TO THE CONTRACTOR. SUMMARY REPORTS SHALL BE DISTRIBUTED WEEKLY TO THE OWNER, ARCHITECT, CONTRACTOR, BUILDING OFFICIAL, AND STRUCTURAL ENGINEER. SEE THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR SPECIAL INSPECTION AND TESTING.

STRUCTURAL OBSERVATION

1. STRUCTURAL OBSERVATION IN ACCORDANCE WITH IBC SECTION 1704.6 WILL BE PERFORMED BY THE ENGINEER TO OBSERVE GENERAL CONFORMANCE

TO THE CONSTRUCTION DRAWINGS AND SPECIFICATIONS, AT SIGNIFICANT CONSTRUCTION STAGES AND AT THE COMPLETION OF THE PRIMARY STRUCTURE. TRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED BY IBC SECTIONS 110, 1705, OR OTHER SECTIONS OF THE INTERNATIONAL BUILDING CODE.

PRECONSTRUCTION CONFERENCES

1. PRIOR TO ERECTION, AND WITH SUFFICIENT TIME TO AVOID DELAYS IN PROCUREMENT AND SHOP DRAWINGS FOR MATERIALS, THE GENERAL

CONTRACTOR SHALL SCHEDULE AND LEAD PRECONSTRUCTION CONFERENCES WITH THE OWNER, ARCHITECT OF RECORD, ENGINEER OF RECORD, AND ANY REQUIRED SUBCONTRACTORS. THE PURPOSE OF THESE MEETINGS IS TO DISCUSS CONSTRUCTION AND SUBMITALL PROCEDURES, COMMUNICATION PROTOCOLS, TIMING FOR INSPECTIONS, UNIQUE DETAILS, SHORING, FINISH REQUIREMENTS, ETC. TO MINIMIZE THE POTENTIAL FOR ERRORS IN THE FIELD. A MINIMUM OF ONE PRECONSTRUCTION CONFERENCE IS REQUIRED PER THE SPECIFICATIONS FOR EACH SIGNFICANT MILESTONE OF WORK OR MATERIAL USED ON THE PROJECT (FOUNDATIONS, CONCRETE, MASONRY, STEEL AND TIMBER ERECTION, ETC.). THE GENERAL

CONTRACTOR SHALL SUBMIT ANAGENDA A MINIMUM OF THREE DAYS PRIOR TO THE CONFERENCES AND SUBMIT MEETING MINUTES TO THE ATTENDEES FOR AGREEMENT AND RECORD.

ITEM DESCRIPTION (REFER TO IBC SECTION 1705) IBC TABLE REQUIREMENTS STRUCTURAL STEEL AND WELDING STRUCTURAL STEEL THAT IS PART OF THE STRUCTURE. SECTION 1705.2 HIGH STRENGTH BOLTING SEE SPECIFICATIONS FOR PROCEDURES FOR INSPECTION AND TESTING. SECTION 1705.2 ANCORS CAST TABLE 1705.3,
IN CONCRETE ITEM 3

MECHANICAL
AND ADHESIVE ANCHORS TABLE 1705.3, ITEM 4

POST-INSTALLED IN

HARDENDED CONCRETE

REINFORCING STEEL
A. STRESSING, GROUTING TABLE 1705.3, ITEM 9
AND PRESTRESSING OF STEEL TENDONS.

B. PLACEMENT OF REINFORCING TABLE 1705.3, ITEM 1
STEEL AND PRESTRESSING TENDONS.

STRUCTURAL WOOD AND MASS TIMBER SECTION 1705.5

WIND RESISTANCE SECTION 1705.11

SEISMIC RESISTANCE SECTION 1705.12

STATEMENT OF SPECIAL INSPECTIONS

1. STRUCTURAL STEEL FABRICATION, ERECTION, AND NONDESTRUCTIVE TESTING

SPECIAL INSPECTION AND NON-DESTRUCTIVE TESTING FOR STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE QUALITY ASSURANCE (QA) INSPECTION REQUIREMENTS OF AISC 360 CHAPTER N. CONTINUOUS INSPECTION SHALL BE PERFORMED AT “P” TASKS DEFINED IN AISC 360; PERIODIC INSPECTION SHALL BE PERFORMED AT “O” TASKS DEFINED IN AISC 360-10. ADDITIONAL SPECIAL INSPECTION AND TESTING REQUIREMENTS FOR THE STRUCTURAL STEEL SEISMIC SYSTEM SHALL BE PER AISC 341-10 CHAPTER J AS INDICATED BELOW:

SHOP AND FIELD WELDING CONTINUOUS/PERIODIC (QA PER AISC 360 CH. N5.4) 1705.2.1 HIGH STRENGTH BOLTING CONTINUOUS/PERIODIC (QA AISC 360 CH. N5.6) 1705.2.1 MATERIAL VERIFICATION PERIODIC 1705.2.1
(IDENTIFICATION MARKS AND

MANUFACTURER'S TEST REPORTS)
ANCHOR BOLT PLACEMENT PERIODIC AND PRIOR TO ALL CONCRETE POURS TABLE 1705.3 ITEM 3

2. WOOD
FASTENERS, BOLTS, STRAPS, PERIODIC FOR CONNECTIONS OF ALL MEMBERS OF THE SEISMIC AND WIND FORCE RESISTING SYSTEM HOLDOWNS,ETC.

STRUTS, & HOLDOWNS 1705.11.1&1705.12.2
(SEE 1705.5.1 FOR ADDL REQUIREMENTS AT HIGH LOAD DIAPHRAGMS) PREFABRICATED CONNECTOR REVIEW OF 1705.5.2

TEMPORARY AND PERMANENT

PLATE WOOD TRUSSES
INSTALLATION BRACING FOR SPANS > 60FT

3. EXPANSION BOLTS AND INSERTS

TORQUE TESTS IN ACCORDANCE PERIODIC INCLUDING
WITH APPROVED ICC-ES REPORTS TABLE 1705.3 ITEM 4

4. EPOXY GROUTED RODS OR REBAR

INSPECTION OF EMBEDMENT DEPTH PERIODIC INCLUDING
AND HOLE CLEANLINESS PRIOR TO ALL INSTALLATIONS TABLE 1705.3 ITEM 4, (CONTINUOUS FOR UPWARDLY INCLINED ANCHORS) ACI 318-14 SECTION 17.8

WEATHER PROTECTION OF TIMBER STRUCTURE - DURING CONSTRUCTION

PROTECTING WOOD ELEMENTS FROM MOISTURE DURING CONSTRUCTION IS CRITICALLY IMPORTANT TO ENSURE THAT THE STRUCTURE RETAINS ITS INTEGRITY AND APPEARANCE. THERE ARE FOUR KEY ISSUES THAT MAY RESULT FROM OVEREXPOSURE TO MOISTURE:

1. SCREW CAPACITY: WOOD HAVING A MOISTURE CONTENT IN EXCESS OF 19% WILL HAVE A NEGATIVE EFFECT ON SCREW CAPACITY AND MAY RESULT IN UNACCEPTABLE CONDITIONS.

2. WOOD STAINING: MINOR MOISTURE EXPOSURE MAY RESULT IN WATER MARKS ON THE WOOD, WHICH GENERALLY CAN BE RESOLVED WITH A SURFACE CLEANING PROCEDURE. PROLONGED MOISTURE EXPOSURE MAY RESULT IN DISCOLORATION OF THE WOOD (E.G., TURNING BLACK), WHICH GENERALLY REQUIRES A MORE INTENSIVE REMEDIATION PROCEDURE.

3. WOOD DIMENSIONAL CHANGES: VARIATION IN THE MOISTURE CONTENT OF WOOD PRODUCTS CAN CAUSE DIMENSIONAL CHANGES SUCH AS SHRINKING AND SWELLING. DIMENSIONAL CHANGES CAN BE SIGNIFICANT AND IN EXTREME CASES CAN CAUSE FAILURE OF CONNECTIONS. SIGNIFICANT MOISTURE EXPOSURE AT CONNECTIONS MUST BE PREVENTED.

4. MOLD GROWTH AND ROT: MOLD GROWTH IN WOOD OCCURS WHEN MOISTURE CONTENT EXCEEDS 20% AND THE TEMPERATURE IS GREATER THAN 66° F. IF THE MOISTURE CONTENT INCREASES ABOVE 20%, THE WOOD COMPONENTS MUST BE STEADILY DRIED IN A CONTROLLED MANNER UNTIL THE MOISTURE CONTENT DROPS BELOW 20% PRIOR TO COVERING/ENCLOSING THE WOOD. IN EXTREME CASES OF EXTENDED MOISTURE EXPOSURE, THE WOOD MAY BEGIN TO ROT. IN THESE CASES, WOOD REPLACEMENT MAY BE NECESSARY.

STRUCTURE PROTECTION AND MAINTENANCE – REQUIRED OF OWNER

1. BUILDING STRUCTURES MUST BE PROTECTED BY A FULLY FUNCTIONAL BUILDING ENVELOPE, DESIGNED AND REVIEWED BY ARCHITECT / BUILDING ENVELOPE ENGINEER ON BEHALF OF THE OWNER. PROTECTION OF THE STRUCTURE SHALL INCLUDE MEMBRANES, WATERPROOFING, VAPOR

BARRIERS, SEALERS, DRAINAGE, WEARING COURSE, AND OTHER MEASURES AS NECESSARY AND APPROPRIATE TO EFFECTIVELY SEPARATE THE STRUCTURE FROM POTENTIAL HARMFUL ENVIRONMENTAL EFFECTS OF ANY TYPE.

2. AN APPROPRIATE AND TIMELY MAINTENANCE SHOULD BE PERFORMED DURING THE LIFETIME OF THE STRUCTURE. REGULAR REVIEW OF THE STRUCTURE MUST BE DONE TO CONFIRM ITS INTEGRITY. STRUCTURECRAFT BUILDERS INC. DOES NOT PERFORM REVIEWS OF EXISTING STRUCTURES UNLESS SPECIFICALLY ENGAGED FOR THESE SERVICES.

3. WHERE CHANGES ARE FOUND TO HAVE OCCURRED IN THE BUILDING STRUCTURE DUE TO ENVIRONMENTAL EFFECTS, MAINTENANCE SHALL BE IMPLEMENTED AT AN EARLY DATE. MAINTENANCE WORK SHALL BE PERFORMED UNDER THE DIRECTION OF SUITABLY QUALIFIED ENGINEERS AND BY CONTRACTORS EXPERIENCED IN THE REPAIR OF EXISTING BUILDINGS.

4. WATERPROOFING DETAILING AND INSTALLATION QUALITY ON ANY FLAT MASS TIMBER SURFACES IS CRITICAL TO PREVENT LONG-TERM MOISTURE INTRUSION AND POTENTIAL ENSUING STRUCTURAL ISSUES.

5. CHECKING ON WOOD PRODUCTS IS A NATURAL PHENOMENON AND CAN OCCUR AS A CONSEQUENCE OF THE SEASONING PROCESS OF WOOD. CHECKS

APPEAR AS OPENINGS ORIENTED PARALLEL TO THE NATURAL GRAIN OF THE MEMBER COMMONLY FOUND NEAR THE OUTER LAMINATIONS BUT CAN APPEAR THROUGHOUT THE DEPTH OF THE MEMBERS.

SEASONING CHECKS SHOULD NOT BE CONFUSED WITH DELAMINATION. DELAMINATION IS HIGHLY UNLIKELY. - CHECKS ON NARROW FACE OF BEAMS AND COLUMNS SHOULD BE PARALLEL TO THE GRAIN OF WOOD -SIDE FACE CHECKS SHOULD HAVE A DEPTH LESS THAN 1/3 OF THE WIDTH AND LESS THAN 1/3 THE LENGTH OF THE ELEMENT. -END FACE CHECKS OR SPLITS SHOULD BE LESS THAN 1/2 THE DEPTH OF THE ELEMENT.

IF CHECKS ARE ABOVE THESE REFERENCE VALUES OR IF UNSURE PLEASE CONTACT THE ENGINEER.

TIMBER ELEMENTS SUCH AS GLULAM, CLT, OR DLT COMING OUT OF THE MANUFACTURING PLANT ARE TYPICALLY AT A MOISTURE CONTENT RANGING BETWEEN 6% TO 19%. DEPENDING ON LOCATION, CONSTRUCTION DURATION AND WEATHER CONDITIONS DURING INSTALLATION, THE MOISTURE CONTENT OF THE INSTALLED TIMBER MAY INCREASE OR DECREASE. TIMBER AS A MATERIAL RESPONDS TO ITS ENVIRONMENT, AND ITS MOISTURE CONTENT WILL EQUILIBRATE AND CHANGE BASED ON THE SURROUNDING RELATIVE HUMIDITY AND TEMPERATURE.

1. IF WOOD ELEMENTS GET WET (MC>19%) DURING CONSTRUCTION, DO NOT COVER (APPLY FINAL SEALER/FINISHES, OR FINAL ROOFING/VAPOR BARRIERS) UNTIL THE APPROPRIATE MOISTURE CONTENT IS ACHIEVED.

2. AVOID USING WOOD FILLER TO REPAIR CHECKS. CHECKING IS A NATURAL MECHANISM AND RESPONSE TO A CHANGING ENVIRONMENT.

IF DEEMED APPROPRIATE AND VISUALLY ACCEPTABLE, USE ELASTIC WOOD FILLERS THAT WILL MOVE WITH THE WOOD AS IT CYCLES THROUGH SEASONAL CHANGES.

REFERENCE GUIDELINES
- APA GUIDE TO CHECKING
- APA R475 EVALUATION OF CHECK SIZE IN GLUED LAMINATED TIMBER BEAMS

REVISIONS DATE
100% SUBMITTAL / BID SET 10/30/25
100% SUBMITTAL / BID SET 75% SUBMITTAL / BUILDING PERMIT 10/30/25 09/10/25 20F 20F

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LOAD MAP NOTES:

1. LIVE LOADS MARKED (R) ARE REDUCIBLE IN ACCORDANCE WITH THE BUILDING CODE.

2. SUPERIMPOSED DEAD LOADS ARE IN ADDITION TO THE SELF-WEIGHT OF THE STRUCTURE.

3. SELF WEIGHT INCLUDES CLT PANELS.

LOAD MAP KEY:

NUMBER INDICATES SUPERIMPOSED DEAD LOAD MARK

LETTER INDICATES LIVE LOAD MARK
A 1

AURUM CONSULTING

ENGINEERS

WALLACE ROBERTS
& TODD, INC

DOWNTOWN PLAN IMPLEMENTATION

PHASE IA - HARRINGTON PARK

CONSTRUCTION DOCUMENTATION

PROFESSIONAL STAMP
94XX - DOWNTOWN IMPLEMENTATION PHASE 1 - 700 LAUREL ST AND HARRINGTON PARK

CITY OF SAN
CARLOS

OWNER LANDSCAPE ARCHITECT
SALTER

AUDIOVISUAL

HLB LIGHTING

LIGHTING DESIGN
RMA

IRRIGATION DESIGN

FLUIDITY DESIGN

ELECTRICAL ENGINEER WATER FEATURE

WARE ASSOCIATES

ARCHITECT
CSW|ST2

CIVIL ENGINEER
415.397.0442
STE 100
STE 310
WARE-ARCHITECTS.COM
WRTDESIGN.COM
650.802.4264

SAN CARLOS,
CA 94070
600 ELM STREET
415.575.4722

SAN FRANCISCO,
CA 94105
120 2ND ST, 3RD FLOOR SAN FRANCISCO,
CA 94104
130 SUTTER ST,
FLOOR 5
415.348.8273

SAN FRANCISCO,
CA 94103
785 MARKET ST, STE 800
925.939.3985

WALNUT CREEK,
CA 94597
2670 CAMINO DIABLO
213.739.9291

CHECKED BY:

DRAWN BY:

DATE:

STRUCTURECRAFT
BUILDERS USA INC.

CANOPY/PAVILION

STRUCTURAL ENGINEER
2225 N. 56TH STREET
SEATTLE, WA 98103
AT
PP
ST101

LOAD MAPS
1/4" = 1'-0" 7

ROOF LOAD MAP

SUPERIMPOSED DEAD LOAD (SDL) DESIGNATIONS

MARK TYPE TOTAL SDL (PSF) SPECIAL LOAD (PSF) SPECIAL LOAD DESCRIPTION 1 ROOF 5 5 ROOFING

LIVE LOAD (LL) DESIGNATIONS

MARK USE LIVE LOAD (PSF) LOAD DESCRIPTION
A ROOF 20 ROOF LIVE LOAD
9 LOAD MAP NOTES AND DESIGNATIONS

REVISIONS DATE
100% SUBMITTAL / BID SET 10/30/25
100% SUBMITTAL / BID SET 75% SUBMITTAL / BUILDING PERMIT 10/30/25 09/10/25

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9'-10" 9'-2"
4"

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COLUMN A
PIPE 6

COLUMN B
PIPE 6
19'-4"
22 3/8"

HOLE FOR ELECTRICAL CONDUIT ON THIS

SIDE AT BOTTOM OF PIPE
REFER TO DETAIL 1/ST401
D
1 6 7/8" CLT
5-PLY
TYP

RESTROOM

PANEL SPLICE TO TRANSFER

BENDING - SHEAR

TYP SHEAR CONNECTION
19'-4"
2 E
6'-11"
15'-5" 5'-3 3/4"
R=48"
TYP
4'-11" 10'-0"
3'-0" 4'-6 7/8" 4'-6 7/8" 3'-0" 1'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 1'-0"2'-0"2'-0"2'-0"

TYP WEAK AXIS CONNECTION
SEE 2/ST401
SEE 2/ST401
TYPE B
TYPE A
TYPE A
TYPE A
TYPE A
TYPE A
TYPE A
TYPE A
TYPE A
TYPE A
TYPE A
TYPE B
TYPE B
TYPE B
TYPE B
TYPE B
TYPE B
2'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0"
TYPE B
TYPE B
TYPE B
TYPE B
TYPE B
TYPE B
TYPE B
2'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 2'-0"
D
1 2

RESTROOM
E

PURLINS NON

STRUCTURAL
3x4 TYP
NOTE:

1. COLUMN A AND B MUST HAVE OPPOSITE SIGNS
D
1 2
E
X X
Y
Y

VERTICAL HOLE IN CLT SLAB
SEE DETAIL 15/ST401

REFER TO ARCHITECTURAL DRAWINGS
SEE DETAIL 16/A2-905

VERTICAL HOLE IN CLT SLAB
SEE DETAIL 11/ST401

AURUM CONSULTING

ENGINEERS

WALLACE ROBERTS
& TODD, INC

DOWNTOWN PLAN IMPLEMENTATION

PHASE IA - HARRINGTON PARK

CONSTRUCTION DOCUMENTATION

PROFESSIONAL STAMP
94XX - DOWNTOWN IMPLEMENTATION PHASE 1 - 700 LAUREL ST AND HARRINGTON PARK

CITY OF SAN
CARLOS

OWNER LANDSCAPE ARCHITECT
SALTER

AUDIOVISUAL

HLB LIGHTING

LIGHTING DESIGN
RMA

IRRIGATION DESIGN

FLUIDITY DESIGN

ELECTRICAL ENGINEER WATER FEATURE

WARE ASSOCIATES

ARCHITECT
CSW|ST2

CIVIL ENGINEER
415.397.0442
STE 100
STE 310
WARE-ARCHITECTS.COM
WRTDESIGN.COM
650.802.4264

SAN CARLOS,
CA 94070
600 ELM STREET
415.575.4722

SAN FRANCISCO,
CA 94105
120 2ND ST, 3RD FLOOR SAN FRANCISCO,
CA 94104
130 SUTTER ST,
FLOOR 5
415.348.8273

SAN FRANCISCO,
CA 94103
785 MARKET ST, STE 800
925.939.3985

WALNUT CREEK,
CA 94597
2670 CAMINO DIABLO
213.739.9291

CHECKED BY:

DRAWN BY:

DATE:

STRUCTURECRAFT
BUILDERS USA INC.

CANOPY/PAVILION

STRUCTURAL ENGINEER
2225 N. 56TH STREET
SEATTLE, WA 98103
AT
PP
ST201

COLUMN AND ROOF
PLAN
1/4" = 1'-0" 6

COLUMN PLAN
1/4" = 1'-0"
9 ROOF PLAN
1/4" = 1'-0" 7

FINS PLAN
Fz=+/-1.5kip Fz=+/-1.5kip
WIND ALONG GL 1 Fy=+/-1.0kip Fy=+/-1.0kip
Fx=+/1.0kip Fx=+/1.0kip
Fz=+/-1.5kip Fz=+/-1.5kip
WIND ALONG GL D Fy=+/-1.0kip Fy=+/-1.0kip
Fx=+/-1.0kip Fx=+/-1.0kip
Fz=+/-3.5kip Fz=+/-3.5kip
Fy=+/-3.0kip Fy=+/-0.3kip EARTHQUAKE
ALONG GL 1
Fx=+/-0.5kip Fx=+/-0.5kip
Fz=+/-3.0kip (1.) Fz=+/-3.0kip (1.)
Fy=+/-0.5kip Fy=+/-0.5kip EARTHQUAKE

ALONG GL D
Fx=+/-2.5kip Fx=+/-2.5kip
Fz=2.0kip Fz=2.0kip
ROOF LIVE LOAD Fy=0.0kip Fy=0.0kip
Fx=0.0kip Fx=0.0kip
Fz=3.0kip Fz=3.0kip
DEAD Fy=0.0kip Fy=0.0kip
Fx=0.0kip Fx=0.0kip

LOAD CASE COLUMN A COLUMN B

COLUMN REACTION FORCES
11 COLUMN REACTION FORCES

REVISIONS DATE
100% SUBMITTAL / BID SET 10/30/25
1/4" = 1'-0"
12 CONDUIT ROUTING PLAN
100% SUBMITTAL / BID SET 75% SUBMITTAL / BUILDING PERMIT 10/30/25 09/10/25

PROFESSIONA
D
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R
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ST
IN
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E
E
R
R
LOREN

JOHNSON
70476
CIVIL

8.e
November 10, 2025 Packet Pg. 874
E D
CLCOL
4'-6" B.O. GL
14'-9"
1'-6"
2'-11 3/8"
3/4" ELECTRICAL CONDUIT,
S.E.D.
11'-9 5/8"
9'-2"
T.O. CMU WALL
T.O. CMU PARAPET
COVERED ENTRY FINISH FLOOR 29.15 (S.C.D.)
11'-2"11'-2"
T.O. ROOF
1'-7"
1 COLCL
2 COLCL
E D 1 2

AURUM CONSULTING

ENGINEERS

WALLACE ROBERTS
& TODD, INC

DOWNTOWN PLAN IMPLEMENTATION

PHASE IA - HARRINGTON PARK

CONSTRUCTION DOCUMENTATION

PROFESSIONAL STAMP
94XX - DOWNTOWN IMPLEMENTATION PHASE 1 - 700 LAUREL ST AND HARRINGTON PARK

CITY OF SAN
CARLOS

OWNER LANDSCAPE ARCHITECT
SALTER

AUDIOVISUAL

HLB LIGHTING

LIGHTING DESIGN
RMA

IRRIGATION DESIGN

FLUIDITY DESIGN

ELECTRICAL ENGINEER WATER FEATURE

WARE ASSOCIATES

ARCHITECT
CSW|ST2

CIVIL ENGINEER
415.397.0442
STE 100
STE 310
WARE-ARCHITECTS.COM
WRTDESIGN.COM
650.802.4264

SAN CARLOS,
CA 94070
600 ELM STREET
415.575.4722

SAN FRANCISCO,
CA 94105
120 2ND ST, 3RD FLOOR SAN FRANCISCO,
CA 94104
130 SUTTER ST,
FLOOR 5
415.348.8273

SAN FRANCISCO,
CA 94103
785 MARKET ST, STE 800
925.939.3985

WALNUT CREEK,
CA 94597
2670 CAMINO DIABLO
213.739.9291

CHECKED BY:

DRAWN BY:

DATE:

STRUCTURECRAFT
BUILDERS USA INC.

CANOPY/PAVILION

STRUCTURAL ENGINEER
2225 N. 56TH STREET
SEATTLE, WA 98103
AT
PP
ST301
EVELATION, 3D
1/4" = 1'-0" 6
TYPICAL SECTION GL 2
1/4" = 1'-0" 9

TYPICAL SECTION GL E
1/4" = 1'-0" 7

ELEVATION GL E/D
1/4" = 1'-0"
8 ELEVATION GL 1/2

REVISIONS DATE
100% SUBMITTAL / BID SET 10/30/25
100% SUBMITTAL / BID SET 75% SUBMITTAL / BUILDING PERMIT 10/30/25 09/10/25

PROFESSIONA
D
L
E
E
R
N
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G
ST
IN
I
E
G
E
E
R
R
LOREN

JOHNSON
70476
CIVIL

8.e
November 10, 2025 Packet Pg. 875
A
SECT
B
SECT
C
SECT
B
SECT
E
SECT
A
SECT C
SECT
D
SECT
A
SECT
B
SECT
C
SECT
D
SECT
F
SECT
E
SECT
SECT
A
SECT
B
SECT
8x260 (PT-CS) @ 6.5" OC
C/W PLUG Ø 7/8" COLOUR MATCHED
OVERDRIVE SCREW FOR 7/8"
TYP
PREASSEMBLED ANCOR: ø5/8" CAST IN
THREADED ROD, GALVANIZED C/W (2)
NUTS AND 1/2"x1.75" SQ WASHER
RB SHARP METAL PLATE L=9'

TYP ALL FINS
COLCL
2" HSNSG
TYP
1/8
1/8
3 1/4"
1"
SHIFT 1" UP
SHIFT 1" UP
SHIFT 1" UP
SHIFT 1" UP
SHIFT 2" UP
SHIFT 2" UP
SHIFT 2" UP
SHIFT 2" UP

SECTION A-A

SECTION B-B
8 3/4"
3 1/4"
1'-10 7/16"
PL1/4 ø10 1/2" GR. 36
PL1/4x5 3/4x0'-5 1/4" GR. 36
PL1/4x2 3/4x0'-5 1/4" GR. 36
3 1/4"
TYP
1/8
1/8
(4) RB SBD 7.5x175

SITE INSTALLED
5 3/4"

SECTION C-C
PL1/4x4 3/8x0'-3 3/4" GR. 36
PL1/4x9x0'-3 3/4" GR. 36

ON TOP AND BOTTOM OF BASE PLATE
USE SQUARED CUSTOM WASHER PLATES:

PL1/4x2 1/2x0'-2 1/2" GR. 36

TOP WASHER,
TYP 1/8 2

HOLE IN STEEL PLATE
ø1 1/2"
PL1x9x0'-9" GR. 36
TOOLING AT BOTTOM SIDE1/2"
1/2"
1/4"
3 1/2"
MIN 1'-6" 5 1/4"
1/2"

GL CORE
5"
5"
4"

ROOFING AND FLASHING PER

ARCHITECTURAL DRAWINGS
4" 4"
CLT
GL FIN
R=2 5/8"

BOTTOM EDGE
CHAMER 1/4"
NOTE:

FASTEN TYP PURLIN W 8x260 (PT-CS) @ 1' OC FROM TOP OF CLT

SECTION C-C
(2) 8x220 (FT-CL)
@2'-0" OC

TYP WEAK AXIS BENDING CONNECTION (TYPE A)
(8) ø3/8 x 5 3/4 ASTM F1554 GR 55

THREADED ROD

GLUED IN W ROTHOBLAAS

XEPOX OR EQUIVALENT
HOLE IN GL: ø17/32" x 4 7/8"
1" 8"
2 5/8"
1 3/8"
PL3/8x5 1/2x1'-11 1/4" GR. 50
3/16
3/16
PL1/4x4x1'-11 1/4" GR. 50
1 1/8"

SECTION A-A SECTION B-B
1" 3 1/2"
1"
3"
45°

TYP WEAK AXIS BENDING CONNECTION (TYPE B)
(8) ø3/8 x 5 3/4 ASTM F1554 GR 55

THREADED ROD

GLUED IN W ROTHOBLAAS

XEPOX OR EQUIVALENT
HOLE IN GL: ø17/32" x 4 7/8"
3/4"
1"
8"
2 5/8"
1 3/8"
PL7/16x5 1/2x1'-11 1/4" GR. 50

SECTION D-D SECTION E-E
1"
3 1/2"
1"

NO GAP BETWEEN PANELS
TYP SHEAR CONNECTION 3/4"

NO GAP BETWEEN PANELS
COLCL

RB SHARP METAL

PLATE OR EQUIVALENT

TYPICAL ALL FINS

SECTION A-A
CL
VAR.
2"

KERTO OR EQUIVALENT
LVL PRODUCT GR.2.0E
MICROLAMELLAS 1/4" THK

SECTION B-B
COLCL

SECTION C-C

SECTION D-D
COLCL

CUSTOM FORMED, PERFORATED
STAINLESS STEEL COVER PANELS.

CONDUIT GOES UP TO ROOF AND

THROUGTH CLT SLAB

SECTION F-F

SECTION E-E

NOTCHES ARE CUT IN EVERY FIN TO

CLEAR CONDUIT LOOP PRE-INSTALLED

ON TO CENTRAL POST

DIMENSIONS TO BE COORDINATED
CHAMFER 1/4"
1'-0" 8" 8" 6" 6"
(5) 8x280 (PT-CS) OC 8x260 (PT-CS) OC
COLCL
COLCL
LIGHT S.E.P
3"
2 1/2"
EDGE CHAMFERED 1/4"
2 5/8"
1 3/4"
Y= 6 1/2"
OD 2" FOR ELECTRICAL CONDUIT
1 3/4"
2"
2"
2" CONDUIT PATH
2"
CUSTOM MADE S.S. BACK PLATE
C/W HOLES FOR S.S SCREWS.

SCREWS INTO FINS
2"x2" NOTCH TYP ALL FINS
8x VAR. (FT-CL)
6" TYP
COLCL

BOND BEAM

SEE WARE STRUCTURAL

DRAWINGS

SECTION
(4) ø3/4" VENT HOLES
EQEQ
3 3/4" 7 1/2"
7 3/8"
EQ EQ
7 3/8"
1'-1"
3 3/4" 7 1/2"
5 1/8"
3/16
PL 1/2 (GR 36)
(2) PREASSEMBLED ANCHORS: ø5/8" CAST IN
THREADED ROD, GALVANIZED C/W (2) NUTS AND
1/2"x1.75" SQ WASHER
4"MIN 1'-6"

ON TOP AND BOTTOM OF BASE PLATE USE
SQUARED CUSTOM WASHER PLATES:

PL1/4x2 1/2x0'-2 1/2" GR36
1 1/2" HSNSG
1'-1"

TYP TOP
WASHER 1/8 2
ø1 1/2" HOLE IN STEEL PLATE
ø3/8" ELECTRCAL CONDUIT. S.E.D.
ø2" HOLE FOR CONDUIT ON RESTROOM SIDE
4"

BOTTOM VIEW
COLCL
STIFFENER PL1/4
GR 50,TYP
4 1/2"
3 1/2"
4 1/2"
3 1/2"
1" CHAMFER
ø2 1/2" HOLE IN

BEARING PL AT CL
1 3/8"

BOLT NOT SHOWN

FOR CLARITY
3/16

TYP FOR
3/16 STIFFENER
3/16
PL3/8 GR 50
7"
3/4" CONDUIT

PENETRATION TO BE

WATERPROOFED

DURING INSTALLATION
ASTM A307 BOLT ø5/8 C/W
TOP: CUSTOM WASHER AND STANDARD NUT
BOTTOM: STANDARD NUT AND WASHER

TOP VIEW
1'-4"
1'-1"
60°
CUSTOM WASHER:

PL1/4x3 1/8x0'-3 1/8" GR36
STANDARD HOLE FOR ø5/8" BOLT
ø2" HOLE (CONDUIT NOT SHOWN
7"

FOR CLARITY)
CLCOL
R8"

GL FINS

SECTION A-A
1'-2 5/8"
3"
4"

SELF DRILLING TIMBER TO
METAL SCREW SBS ø1/4x4 15/16 OR EQUIVALENT
C/W PLUG Ø 7/8" COLOUR MATCHED
OVERDRIVE SCREW FOR 3/8"
TYP
1 1/2" 1/2"
6x220 (PT-CS) EA FIN

C/W PLUG COLOUR

MATCHED
45°
1'-3" 1'-1"

SECTION B-B
PL1/8 STEEL RING GR. 36

HOLE AT EACH LIGHT

LOCATION
ø 1'-2 1/2"
EQ
(1) ø2" HOLE FOR

ELECTRICAL CONDUIT
PL1/4 GR. 36 3 1/2"
45°
T.O. ROOF BUILT UP
T.O. PARAPET
T.O. SEALANT

STEEL COLUMN SEALANT, KEEP LIGHT MOUNTS
CLEAR, S.A.D. DETAIL 15/A2-905
1 3/4"
ø 2" HOLE FOR CONDUIT

PROVIDE WEATHER-TIGHT

SEAL AT CONDUIT

PENETRATION

TYP GUSSET
1/8

AURUM CONSULTING

ENGINEERS

WALLACE ROBERTS
& TODD, INC

DOWNTOWN PLAN IMPLEMENTATION

PHASE IA - HARRINGTON PARK

CONSTRUCTION DOCUMENTATION

PROFESSIONAL STAMP
94XX - DOWNTOWN IMPLEMENTATION PHASE 1 - 700 LAUREL ST AND HARRINGTON PARK

CITY OF SAN
CARLOS

OWNER LANDSCAPE ARCHITECT
SALTER

AUDIOVISUAL

HLB LIGHTING

LIGHTING DESIGN
RMA

IRRIGATION DESIGN

FLUIDITY DESIGN

ELECTRICAL ENGINEER WATER FEATURE

WARE ASSOCIATES

ARCHITECT
CSW|ST2

CIVIL ENGINEER
415.397.0442
STE 100
STE 310
WARE-ARCHITECTS.COM
WRTDESIGN.COM
650.802.4264

SAN CARLOS,
CA 94070
600 ELM STREET
415.575.4722

SAN FRANCISCO,
CA 94105
120 2ND ST, 3RD FLOOR SAN FRANCISCO,
CA 94104
130 SUTTER ST,
FLOOR 5
415.348.8273

SAN FRANCISCO,
CA 94103
785 MARKET ST, STE 800
925.939.3985

WALNUT CREEK,
CA 94597
2670 CAMINO DIABLO
213.739.9291

CHECKED BY:

DRAWN BY:

DATE:

STRUCTURECRAFT
BUILDERS USA INC.

CANOPY/PAVILION

STRUCTURAL ENGINEER
2225 N. 56TH STREET
SEATTLE, WA 98103
AT
PP
ST401

DETAILS
1" = 1'-0"
13 TYPICAL FIN BASE CONNECTION
1" = 1'-0"
5 TYPICAL ROOF EDGE
1" = 1'-0" 2

CLT WEAK AXIS SPLICE CONNECTION
1" = 1'-0" 11 TYPICAL FIN
1" = 1'-0" 1

TYPICAL FIN BASE CONNECTION
1" = 1'-0"
15 STEEL COLUMN TO CLT CONNECTION
1" = 1'-0"
14 TYPICAL FIN OVER RESTROOM

REVISIONS DATE
100% SUBMITTAL / BID SET 10/30/25
100% SUBMITTAL / BID SET 75% SUBMITTAL / BUILDING PERMIT 10/30/25 09/10/25

PROFESSIONA
D
L
E
E
R
N
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ST
IN
I
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G
E
E
R
R
LOREN

JOHNSON
70476
CIVIL

8.e
November 10, 2025 Packet Pg. 876
A
SECT
B
SECT
6'-0"
E
2 CL
3'-6" 9'-2"
4"
3'-2"
CL

SECTION A-A

SECTION B-B
MIN 2'-8"
MIN
3"
CONC. CURB: SEE WARE STRUCTURAL

AND ARCHITECTURAL PLANS
1'-6"
(6) #5 EQUALLY SPACED
#3 TIES @ 10" MAX SPACING
SEE ALSO DETAIL 13/S2-503
3" MIN
CL
(4) TIES AT 3" AT CONN
4"-8" 1'-4"

DRAIN ROCK OVER

GEOTECH
T.O. PIER
S.A.D.

PAVERS: SEE WARE STRUCTURAL AND
ARCHITECTURAL PLANS 3'-0"
MAT SLAB: PROVIDE w/ #5 BARS @12"
O.C., EA WAY, TOP AND BOTTOM

EXPANSION JOINT

AURUM CONSULTING

ENGINEERS

WALLACE ROBERTS
& TODD, INC

DOWNTOWN PLAN IMPLEMENTATION

PHASE IA - HARRINGTON PARK

CONSTRUCTION DOCUMENTATION

PROFESSIONAL STAMP
94XX - DOWNTOWN IMPLEMENTATION PHASE 1 - 700 LAUREL ST AND HARRINGTON PARK

CITY OF SAN
CARLOS

OWNER LANDSCAPE ARCHITECT
SALTER

AUDIOVISUAL

HLB LIGHTING

LIGHTING DESIGN
RMA

IRRIGATION DESIGN

FLUIDITY DESIGN

ELECTRICAL ENGINEER WATER FEATURE

WARE ASSOCIATES

ARCHITECT
CSW|ST2

CIVIL ENGINEER
415.397.0442
STE 100
STE 310
WARE-ARCHITECTS.COM
WRTDESIGN.COM
650.802.4264

SAN CARLOS,
CA 94070
600 ELM STREET
415.575.4722

SAN FRANCISCO,
CA 94105
120 2ND ST, 3RD FLOOR SAN FRANCISCO,
CA 94104
130 SUTTER ST,
FLOOR 5
415.348.8273

SAN FRANCISCO,
CA 94103
785 MARKET ST, STE 800
925.939.3985

WALNUT CREEK,
CA 94597
2670 CAMINO DIABLO
213.739.9291

CHECKED BY:

DRAWN BY:

DATE:

STRUCTURECRAFT
BUILDERS USA INC.

CANOPY/PAVILION

STRUCTURAL ENGINEER
2225 N. 56TH STREET
SEATTLE, WA 98103
AT
PP
ST410

FOUNDATIONS,

CONCRETE DETAILS
1/2" = 1'-0"
9 COMBINED PAD FOUNDATION

REVISIONS DATE
100% SUBMITTAL / BID SET 10/30/25
100% SUBMITTAL / BID SET 75% SUBMITTAL / BUILDING PERMIT 10/30/25 09/10/25

PROFESSIONA
D
L
E
E
R
N
E
G
ST
IN
I
E
G
E
E
R
R
LOREN

JOHNSON
70476
CIVIL

8.e
November 10, 2025 Packet Pg. 877
LAUREL ST. HARRINGTON PARK STRUCTURAL S0-000 COVER SHEET & INDEX S2 FACILITIES BUILDING S2-000 FACILITIES BUILDING STRUCTURAL GENERAL NOTES S2-101 FACILITIES BUILDING FOUNDATION PLAN S2-102 FACILITIES BUILDING ROOF FRAMING PLAN AND BOUNDARY NAILING DIAGRAM S2-201 FACILITIES BUILDING ELEVATION AND DETAILS S2-501 FACILITIES BUILDING CONCRETE TYPICAL DETAILS S2-502 FACILITIES BUILDING FOUNDATION AND CONCRETE DETAILS S2-503 FACILITIES BUILDING DETAILS S2-504 FACILITIES BUILDING TYPICAL FRAMING DETAILS S2-505 FACILITIES BUILDING ROOF DETAILS S3 SITE FOUNDATIONS S3-000 SITE FOUNDATIONS STRUCTURAL GENERAL NOTES S3-101 SITE LANDSCAPE STRUCTURAL SITE PLAN S3-501 SITE FOUNDATIONS CONCRETE TYPICAL DETAILS S3-502 SITE FOUNDATIONS FOUNDATION AND CONCRETE DETAILS ABBREVIATIONS LEGEND SHEET INDEX # (E) (N) @A.B. ABV. AC ACI ADDNL. AESS A.F.F. AISC AISI ALT ARCH ASTM AWSBF B.P. BLDG. BLKG. BLW. BM B.N. BOT. BTW. B.S. CBC C.C. CONST. JNT. CNTRL. JNT. C.J.P. CL CLR CLG CMU COL. CONC. CONN. CONT. C.P. CTSKd DIA or ØDb DBL. DET. D.F. D.G. D.J. D.S. DWG. D/WDXS E.F. E.F.P E.J. EMBED E.N. EOR EPSEQ E.S. E.W. ELEV. EXT F.D. F.F. F.G. FIN F.N. F.O.C. F.O.F. F.O.S. F.O.W. FDN. FLR. FRMG. F.S. FSNR. FTG. G.S.M. GA GALV. GB GLB H.P. HD HDG HGR HORZ. HSB HSS I.B.C. I.F. JST KIP KSI LBSLD LOC LLH LLV L.P. M.B. MANF. MAT'L MAX. MF. MIN. MISC. N.I.C. N/A NO, N.T.S. NWC O.C. O.F. O.H. O.M.F. OPNG P.C.C. PCF P.D.F. P.J. P.P. P.T. PL PLYWD. PSF PSI PTD. RBS R.C.P. R.D. RECM'D. REINF. REQD. R.O. S.A.D. SC S.C.D. SCHED S.A.F. S.E.D. S.F. S.L.A.D. SLRS S.M.D. S.M.S. S.O.G. S.S. S.S.D. S.S.P. S.T.S. S.W.S. S.W. SHT. SHTG SIM. SPECS. SQ. STIFF. STD. STL. S/W SYM. T&B T.B. T&G T.O.C. T.O.J. T.O.S. T.O.W. TYP. U.B.C. U.O.N. V.I.F. VERT. W/ W.D. W.L. W/O W.P. W.P.M. WPS W.R.B. W.W.F. XXS - Size of Reinforcing Bar - Existing - New - At (Center To Center spacing) - Anchor Bolt - Above - Asphalt Concrete - American Concrete Institute - Additional - Architectural Exposed Structure Steel - Actual Finish Floor - American Institute of Steel Construction - American Iron and Steel Institute - Alternate - Architectural - American Society of Testing and Materials - American Welding Society - Boundary Fastener - Base Plate - Building - Blocking - Below - Beam - Boundary Nailing - Bottom - Between - Both Sides - California Building Code - Center-To-Center - Construction Joint - Control Joint - Complete Joint Penetration - Centerline - Clear - Ceiling - Concrete Masonry Unit - Column - Concrete - Connection - Continuous - Complete Penetration - Countersunk - Penny (Nail Size) - Diameter - Diameter Hooked Bar - Double - Detail - Douglas Fir - Decomposed Granite - Double Joist - Drag Strut - Drawing - Driveway - Double Extra Strong Steel Pipe - Each Face - Equivalent Fluid Pressure - Expansion Joint - Embedment - Edge Nail - Engineer of Record - Expanded Polystyrene - Equal - Each Side - Each Way - Elevation - Exterior - Floor Drain - Finished Floor - Finished Grade - Finish - Field Nail - Face of Concrete - Face of Finish - Face of Stud or Structure - Face of Wall - Foundation - Floor - Framing - Far Side - Fastener - Footing - Galvanized Sheet Metal - Gauge - Galvanized - Grade Beam - Glue-Laminated Beam - High Point - Hold-Down - Hot Dipped Galvanized - Hanger - Horizontal - High Strength Bolt - Hollow Structural Section - International Building Code - Inside Face - Joist - Thousand Pounds - Kips per Square Inch - Pounds - Development Length - Location - Long Leg Horizontal - Long Leg Vertical - Low Point - Machine Bolt - Manufacturer - Material - Maximum - Moment Frame - Minimum - Miscellaneous - Not In Contract - Not Applicable - Number - Not To Scale - Normal Weight Concrete - On Center - Outside Face - Opposite Hand - Ordinary Moment Frame - Opening - Portland Cement Concrete - Pounds per Cubic Foot - Power Driven Fastener - Pour Joint - Partial Penetration - Pressure Treated - Plate - Plywood - Pounds per Square Foot - Pounds per Square Inch - Painted - Reduced Beam Section - Reflected Ceiling Plan - Roof Drain - Recommended - Reinforcement - Required - Rough Opening - See Architectural Drawings - Slip Critical Bolt - See Civil Drawings - Schedule - Self Adhered Flashing - See Electrical Drawings - Spread Footing - See Landscape Arch. Drawings - Seismic Load Resisting System - See Mechanical Drawing - Sheet Metal Screw - Slab On Grade - Stainless Steel - See Structural Drawing - Standard Steel Pipe - Self Taping Screw - Shear Wall Schedule - Shear Wall - Sheet - Sheathing - Similar - Specifications - Square - Stiffener - Standard - Steel - Sidewalk - Symmetrical - Top And Bottom - Tie Beam - Tongue & Groove - Top of Concrete - Top of Joist - Top of Slab - Top of Wall - Typical - Uniform Building Code - Unless Otherwise Noted - Verify In Field - Vertical - With - Wood - Water Level - Without - Work Point - Water Proofing Membrane - Welding Procedure Specification - Water Resistant Barrier - Welded Wire Fabric - Extra Strong Steel Pipe WARE ASSOCIATES, INC.
440 Grand Ave., Suite 250
Oakland, CA 94610 Contact: John Ware Tel: 510.922.9888 [email protected] STRUCTURAL DESIGN KEY PLAN KC The City of Good Living CITY OF SAN CARLOS CAL I FORN I A DOWNTOWN PLAN IMPLEMENTATION PHASE IA - HARRINGTON PARK CONSTRUCTION DOCUMENTATION CIVIL ENGINEER CSW|ST2 504 REDWOOD BLVD, STE 310, NOVATO, CA 94947 415.883.9850 ARCHITECT | ENGINEER WARE ASSOCIATES, INC. 440 GRAND AVE, STE 250 OAKLAND, CA 94610 510.992.9888 WARE-ARCHITECTS.COM ELECTRICAL ENGINEER AURUM CONSULTING ENGINEERS 404 W FRANKLIN ST, STE 100, MONTEREY, CA 93940 831.646.3336 WATER FEATURE FLUIDITY DESIGN 724 S SPRING ST #1401, LOS ANGELES, CA 90014 213.739.9291 IRRIGATION DESIGN RMA 2670 CAMINO DIABLO, WALNUT CREEK, CA 94597 925.939.3985 LIGHTING DESIGN HLB LIGHTING 785 MARKET ST, STE 800, SAN FRANCISCO, CA 94103 415.348.8273 AUDIOVISUAL SALTER 130 SUTTER ST, FLOOR 5, SAN FRANCISCO, CA 94104 415.397.0442 LANDSCAPE ARCHITECT WALLACE ROBERTS & TODD, INC 120 2ND ST, 3RD FLOOR SAN FRANCISCO, CA 94105 415.575.4722 WRTDESIGN.COM OWNER CITY OF SAN CARLOS 600 ELM STREET SAN CARLOS, CA 94070 650.802.4264 8976.01 - DOWNTOWN IMPLEMENTATION PHASE 1A - 700 LAUREL ST AND HARRINGTON PARK DATE: 10/30/25 DRAWN BY: CHECKED BY: Sheet Title: Sheet # REVISIONS DATE 12345 6 75% SUBMITTAL / BUILDING PERMIT 09/10/25 CANOPY/PAVILION STRUCTURAL ENGINEER STRUCTURECRAFT BUILDERS USA INC. 2225 N. 56TH STREET SEATTLE, WA 98103 100% SUBMITTAL / BID SET 10/30/25 REGISTERED PROFES IONAL ENGINEER JOHN QUINLAN WARENo. C 46323 C IV I L STATE OF CAL IFORNIA DM NS0-000 STRUCTURAL COVER SHEET & INDEX COLUMN KEYED NOTES METAL STUD WALL /WALL ABOVE PARAPET / PARTIAL HEIGHT WALL ROOF EDGE MAT THICKENED EDGE/ EDGE OF FOOTING CONCRETE SLAB 1 CMU WALL FLOOR DRAIN WALL BELOW APPROVED COMPACT FILL GRANULAR FILL CHANGE IN TOP OF SLAB ELEVATION PHASE 1B PAVILION STAGE N.I.C. FOR REFERENCE ONLY PHASE 1A FACILITIES BUILDING PHASE 1A SITE ELEMENTS November 10, 2025 Packet Pg. 878
GENERAL STRUCTURAL NOTES The Contractor shall thoroughly review all of the drawings prior to beginning construction. If any discrepancies between the plans and details exist the Contractor shall call the Engineer for clarification.

For member sizes, the plans shall generally take precedence over the details. Conform to the following except where more stringent requirements are specified.

Refer to architectural drawings for the following: floor finishes; depressions and curbs on floors; opening required for windows, doors, ducts, vents, plumbing, etc; flashing, insets, anchorages and hangers fornon-structural components, etc, embed in or attached to the structure; walks, paving, stairs, terraces, exterior grades, extensions of roof surface and locations of drains and partition walls. 01000 GENERAL 01310 PRECONSTRUCTION CONFERENCE Prior to beginning any construction, the Contractor shall schedule a Pre-Construction Conference with the Engineer, Geotechnical Engineer and the Architect to review the conventions and information shown on the plans, details, and specifications as well as the Construction Administration process to be followed during construction. This is also a time for the Contractor to ask any general questions of the design team that may be pertinent to the construction process. 01315 COORDINATION The Contractor shall coordinate Architectural and Structural requirements. Notify the Architect of any conflicts and do not proceed with the work until conflicts are resolved. COORDINATION OF DOCUMENTS 1. Waterproofing and drainage items shown on structural drawings are the design responsibility of others. 2. Refer to architectural and civil drawings for locations and sizes of the following items. 2.1. Anchor bolts, inserts and hangers for attachment of nonstructural components. 2.2. Items embedded in structural elements, including drains, sleeves, conduits, and boxes. 2.3. Non-bearing interior and exterior wall construction. 01330 SUBMITTALS Shop drawings of all steel frame fabrication shall be submitted for the Engineer's review. Items submitted for review shall have Contractor's approval and date indicated on each copy. Submit twocopies in addition to copies desired to be returned to Contractor. The Engineer requires two weeks for a complete review of shop drawings. Once approved, if variations between the shop drawings and theoriginal construction drawings (plans & details) exist, the shop drawings shall take precedence. 01400 STRUCTURAL TESTING AND INSPECTION 1. The following checklists are to assist the Contractor in scheduling of testing & inspection related to structural items. The work of other disciplines may require testing and inspection that is additional to the items listed below. 2. Refer to applicable provisions of the project specifications and the general conditions of the contract for Owner's representative, Owner's testing laboratory, and Contractor'sresponsibilities regarding testing and inspection. 3. Refer to project specifications for more detailed requirements for tests and inspections. Theproject specifications shall take precedence over the following checklists. 4. Special inspectors shall be qualified by training and experience for the required inspections and must be acceptable to the Owner's representative. Inspectors shall thoroughly review theapplicable portions of the documents. Inspectors shall perform all duties and responsibilitiesas required by CBC Chapter 17.

Provide Special Inspection in accordance with CBC Chapter 17 for the following work: 1705.2 Structural Steel Construction. For Pipe and HSS members, the Special Inspector shall be provided with mill certificates and material identification data and shall perform visual examination of seam welds inside and outside of the member. 1705.2.1 Shop Material Identification and high strength bolting inspection. 1705.2.1 Periodic inspection of material verification. 1705.2.1 Continuous inspection during the welding of any structural steel with single-pass fillet welds greater than 516" welds, multipass welds and complete and partial penetration groove welds in accordance with AWS D1.1. 1705.2.1 Continuous inspection during the field welding of any structural steel in accordance with AWS D1.1. 1705.2.1 Periodic inspection during the welding of any structural steel with single-pass fillet welds less than or equal to 516" in accordance with AWS D1.1. 1705.3.4 Installation of post-installed anchors in hardened concrete members a) Adhesive anchors in horizontally or upwardly inclined orientations to resist sustained tension loads. b) Mechanical anchors and adhesive anchors not defined in a). 1705.3.5 Verify use of required design mix for all Concrete Construction. 1705.3.6 Prior to concrete placement, take test specimens for compression strength tests for all Concrete Construction. 1705.6 Verify materials, densities and lift thickness during placed and compaction of controlled fill. 1705.6 Periodic inspection of materials below footings prior to placement of reinforcing steel, proper excavation depth, subgrade preparation. Field density tests should be taken forplacement and compaction of engineered fill and backfill, and preparation of pavement subgrade. Full-time monitoring during placement and compaction of fills is required to verify that the project specification criteria are satisfied 1705.12.1.1Seismic force-resisting systems. Special inspections of structural steel in the seismic force-resisting systems in buildings and structures assigned to Seismic Design Category B,C,D,E, or F shall be performed in accordance with the quality assurance requirements of AISC 341. 1705.12.1.2Structural steel elements. Special inspections of structural steel elements in the seismic force-resisting systems of buildings and structures assigned to Seismic Design Category B,C,D,E,or F other than those covered in Section 1705.12.1.1, including struts, collectors, chords and foundation elements, shall be performed in accordance with the quality assurance requirements of AISC 341.

Contractor shall call Building Official for inspection of all foundation steel and excavations prior to placing concrete.

The Building Inspector shall notify the Engineer of any construction that is not in conformance with the Contract Documents. This notification shall be by telephone to (510) 922-9888, including leaving a message at the office of the Engineer as to the nature of the situation, with confirmation in writing.

Contractor shall be immediately advised of any construction that, in Inspector's opinion, is not in conformance with the Contract Documents. 01401 CONSTRUCTION OBSERVATION The project Engineer-of-Record shall perform the structural observations per CBC Section 1704.6. The Project Engineer shall be retained by the owner to perform these structural observations per CBC Section 1704.6, reporting any observed deficiencies to the Owner, Contractor, and Building Official, and submitting a final summary report stating site visits have been made, noting any deficiencies, that corrective work has been completed, and that construction proceeded in accordance with the approved plans and applicable codes. Structural observation by the Engineer shall not be construed as specialinspection.

Contractor shall give the Engineer 48 hours notice prior to all required testing and observations, U.O.N.Contractor shall call Engineer for observation of: a. All foundation steel and excavations prior to placing concrete. b. Prior to the enclosing of forms for all reinforcing steel. c. The concrete reinforcement and verify placement. d. Cast-in anchor bolts installed in concrete, prior to and during placement. e. The seismic system and nailing, bolting, anchoring and other fastening to other elements of the light framed of the seismic force-resisting system, including shear walls, wood diaphragms, drag struts, shear panels and holdowns, where the fastener spacing is closer than 4 inches on center. f. All structural members and connections for conformance with the Construction Documents prior to concealment with finish materials.

The Engineer's visits to the construction site are not intended, nor shall they be construed to include a review of the adequacy of the Contractor's safety measures.

The Engineer is not responsible for construction means, methods, techniques, sequences or procedures of construction safety precautions - these are the sole responsibility of the Contractor. 01402 TYPICAL CONDITIONS Typical details apply to all construction except where shown differently elsewhere. 01403 SPECIFICATIONS The specifications shall govern where information is not given in these general structural notes or on the drawings. Where reference is made to standard specifications, the latest adopted revisions shall be used. 01404 SIMILARITY If certain features are not fully shown or called for on the drawings or specifications, their construction shall be of the same character as similar conditions that are shown or called for. 01405 EQUIPMENT SUPPORTS Provide mechanical and electrical equipment supports, anchorages, openings, recesses and reveals as required. At concrete, provide these items prior to casting concrete. 01406 EXISTING CONDITIONS Contractor shall inspect all existing conditions that affect the work shown and shall notify Engineer of any existing conditions which conflict with or differ from the new work shown. Contractor shall not proceed with the work until these conflicts and/or differences are resolved. Contractor shall verify locations and depths of all utilities prior to starting work and provide care when working next to existing utility lines and other structures to prevent any damage. Contractor shall field verify all dimensions prior to ordering material. 01408 BRACING AND SHORING The Contractor is solely responsible for the conduct of the work, including all construction means, methods, sequencing, and procedures; all bracing and shoring, and all site safety. The Contractor's responsibility for shoring shall include the basic design, assumed soils conditions and estimation of all forces to be resisted together with plans and specifications of the materials and methods to be used, and shall be prepared by a registered Civil Engineer or experienced Sub-Contractor who specializes in this type of work. The details shown in the structural drawings do not show temporary cuts or fills or shoring needed to construct the project elements. The Contractor should anticipate that temporary cuts, shoring, interim fills, and temporary fills may be needed to construct the improvements and include these costs for such work in the bid price for the project. The Contractor is solely responsible for the structure's temporary stability. The Contractor shall prevent damage and minimize movement or settlement of existing or new construction including the removal of shoring, backfilling of retaining walls, and any other action which imposes temporary loads on the structure and surrounding structures outside of the project limits prior to its final stable condition under design loading. The Engineer's site observation visits shall not be interpreted as a review of the Contractor's safety measures. 01420 DESIGN NOTES 01421 CODE 2022 California Building Code (based on International Building Code 2021 Edition). 01422 DESIGN LOADS Dead loads: in-place material weights with materials as shown in Construction Documents. Live loads (reduced per CBC Section 1607): Roofs (Flat / Sloping) …........………..................... 20 psf Floors ..............…………............…….................... 100 psf Concentrated loads, per CBC. Design Wind Pressure (MWFRS), Envelope Procedure, CBC 1609 & ASCE 7-22 : Exposure C, Basic Wind Speed 95 mph, I = 1.0 (Occupancy Category II): To 21' above ground …………………................ 25.3 psf, Seismic Force, Equivalent Lateral Force Procedure per CBC Section 1613: Seismic Design Category...................................... D Site Class.............................................................. D Occupancy Category II, Importance Factor............I = 1.0 Fundamental Period.............................................. T = 0.11s Mapped Short Period Acceleration........................ Ss = 1.82g Design Short Period Acceleration.......................... Sds = 1.21g Mapped One Second Period Acceleration............. S1 = 0.75g Design One Second Acceleration.......................... Sd1 = 1.27g Response Modification Factor............................... R = 5.0 (Special reinforced masonry shear walls) Soil Properties All properties below are based on geotechnical report by Romig Engineers (August, 2025), and all values are assumed to be used with allowable stress design (ASD unless otherwise noted). All allowable soil bearing pressures may omit foundation weight. Allowable Soil Bearing Pressures Strip and Conventional Spread Footing Dead + Live Loads.................................................. 2,500 psf Dead + Live + Lateral Loads................................... 3,325 psf Mat Foundation & Retaining Wall Dead + Live Loads, mat.......................................... 2,000 psf (3,000 psf localized bearing @ column/wall) Dead + Live + Lateral Loads................................... 2,667 psf (4,000 psf localized bearing @ column/wall) Allowable Earth Pressure (Level Backfill, drained conditions) Unrestrained.............................................................. 45 pcf EFP (Equivalent Fluid Pressure) Restrained................................................................. 45 pcf EFP+8H Passive Earth Pressure............................................................ 350 pcf (12" below confined soil) Ultimate passive soil resistance............................................... 3,000 psf Friction Factor between soil and footing.................................. 0.35 02000 FOUNDATIONS 02100 FOUNDATION ON GRADE Clear project area of all organic matter before beginning work. Place foundations on undisturbed non-expansive soil, a minimum of 26" below the existing ground surface. If organic material or poor soil is observed excavate foundations until firm undisturbed soil can be found. 02150 RETAINING WALLS Do not backfill against any concrete or masonry retaining walls until they have achieved design strength. At retaining walls that are backfilled prior to completion of structure, provide bracing as necessary to support retaining walls until adjacent structure has been completed and has achieved design strength. Filter fabric shall be Mirafi 140NC or approved equal and shall totally encase the drain rock. 02260 HAZARDOUS MATERIALS The Engineer has no responsibility for the management of hazardous materials that may be on the site. 1. The Engineer has not and will not perform investigations to determine the presence of hazardous materials. The Owner or Building Official will provide the results of such investigations if they have been performed. 2. The Contractor shall be responsible for ensuring that personnel within the work area are protected from exposure to hazards and hazardous materials. If hazardous materials are encountered, the Contractor shall immediately notify the Owner's representative or Building Official and cease work until conditions can be maintained compliance with all applicable regulations. 02352 OBSERVATION AND ACCEPTANCE The Geotechnical Report prepared by Romig Engineers (650) 591-5224, dated August, 2025 is available in PDF format for the Contractor's review. The Contractor shall conform to the recommendations of the Geotechnical Report. Refer to Civil and Landscape Drawings, and the specifications for general excavation, and grading requirements. Obtain Geotechnical Engineer's approval of foundation excavations and pier depths prior to placing reinforcing steel and concrete. All determinations of the acceptability of soil conditions shall be by Geotechnical Engineer. The Geotechnical Engineer shall be present at the site for drilling of all piers and observation of excavation of foundations and pits before placing any fill material, steel reinforcing or concrete. The Geotechnical Engineer shall be retained to provide inspection and testing services during the grading and foundation phase of construction per the Geotechnical Report recommendations and that inspection and testing reports shall be submitted to the Building Department. 03000 CONCRETE 03001 GENERAL All concrete shall conform to American Concrete Institute "Specifications for Structural Concrete for Buildings (ACI 301 Latest Edition)," with selected ACI and ASTM references, as well as ACI Field Reference Manual, SP-15, except as modified below. (numbers in parentheses refer to corresponding paragraphs of ACI 301). 03200 CONCRETE REINFORCEMENT Mild reinforcing steel: ASTM A615, Grade 60 minimum; lap per schedule or 63 bar diameters minimum(5.2;5.57), welded wire fabric; ASTM A185; lap 22" min (5.2.5).

Mild reinforcing weldable steel: ASTM A706.Headed bars: ASTM A970. Headed bars or ICBO approved mechanical "terminators" will be permitted to be substituted for hooks at other locations at Contractor's option, subject to approval of the Engineer.

Do not weld reinforcement (5.3), U.O.N.

Concrete protective cover for reinforcement (5.5.1): Contractor shall provide no more and no less than the specified cover for all beam ties, column stirrups, and wall and slab reinforcing.

Detailing and placing: conform with ACI 315, concrete reinforcing steel institute MSP-2, and CRSI "Placing Reinforcing Bars," latest edition (5.1.2). 03250 CONCRETE AND MASONRY ACCESSORIES 03252 Powder-driven Fasteners: as manufactured by Hilti, Inc., Tulsa, OK, or approved equivalent, installed in accordance with the manufacturer's written instructions. 03253 EPOXY ANCHORS Installation of adhesive anchors that are to be under sustained tension loading in horizontal to vertically overhead orientation shall be done by a certified adhesive anchor installer (AAI) as certified through ACI and in accordance with ACI 318 (section 17.8.2.2). Proof of current certification shall be submitted to the Engineer for approval prior to commencement of installation. Per ACI 318 (section 17.4.5.2) adhesive anchors shall be installed in concrete having a minimum age of 21 days at time of anchor installation. Epoxy Anchors into cracked concrete: 1. Simpson "SET-3G" epoxy anchors as supplied by Simpson Strong-Tie, installed in accordance with the manufacturer's written instructions and ICC-ES ESR-4057, latest edition. 2. Hilti "HIT-HY 200" epoxy anchors for hammer drilled holes and anchors embedded 12 inchesor less as supplied by Hilti, Inc., installed in accordance with the manufacturer's written instructions and ICC-ES Report ESR-3187, latest edition. 3. Hilti "HIT-RE 500-V3" epoxy anchors for hammer or core drilled holes and anchors embeddedmore than 12 inches as supplied by Hilti, Inc., installed in accordance with the manufacturer's written instructions and ICC-ESR Report 3814, latest edition. 4. Dewalt/Powers “Pure 110+” epoxy anchors as supplied by Dewalt/Powers, installed in accordance with the manufacturer's written instructions and ICC-ESR Report 3298, latest edition. 5. Or equivalent as approved by Engineer of Record. 6. ICC approved installation in cracked concrete. Two component, pre-packaged in cartridges for discharge from caulk gun, pre-mixed at nozzle.

Epoxy Anchors into CMU (grouted and un-grouted): 1. Simpson "SET-XP" epoxy anchors as supplied by Simpson Strong-Tie, installed in accordance with the manufacturer's written instructions and IAPMO UES ER-265. 2. Hilti "HIT-HY 270" epoxy anchor as supplied by Hilti, Inc., installed in accordance with the manufacturer's written instructions and ICC-ESR Report 4143 & 4144, latest edition.

Epoxy Anchors into URM/red clay brick: 1. Simpson "ET-HP" epoxy anchors as supplied by Simpson Strong-Tie, installed in accordance with the manufacturer's written instructions and ICC-ESR Report 3638, latest edition . 2. Hilti "HIT-HY 270" epoxy anchor as supplied by Hilti, Inc., installed in accordance with the manufacturer's written instructions and ICC-ESR Report 4143 & 4144, latest edition. 03254 EXPANSION ANCHORS: 1. Simpson "Strong-Bolt 2" expansion anchor as supplied by Simpson Strong-Tie, installed in accordance with the manufacturer's written instructions and ICC-ESR Report 3037, latest edition. 2. Hilti "Kwik Bolt-TZ" expansion anchor as supplied by Hilti, Inc., installed in accordance with the manufacturer's written instructions and ICC-ESR Report 1917, latest edition. 3. Dewalt/Powers “Power-Stud+ SD2” expansion anchor as supplied by Dewalt/Powers, installed in accordance with the manufacturer's written instructions and ICC-ESR Report 2502, latest edition. 4. Or equivalent as approved by Engineer of Record. 03255 POWDER ACTUATED FASTENERS: 1. Simpson "PDP" pins as supplied by Simpson Strong-Tie, installed in accordance with the manufacturer's written instructions and ICC-ESR Report 2138, latest edition. 2. Hilti "X-CP" pins for wood and Hilti "X-U" for cold formed as supplied by Hilti, Inc., installed in accordance with the manufacturer's written instructions and ICC-ES Report 2379 and 2269, respectively, latest edition. 3. Dewalt/Powers “Power-Driven Fasteners” as supplied by Dewalt/Powers, installed in accordance with the manufacturer's written instructions and ICC-ESR Report 2024, latest edition. 4. Or equivalent as approved by Engineer of Record. 5. ICC approved for installation in cracked concrete. 6. AISI type 304 or 316 stainless steel. 03256 CONCRETE & GROUTED MASONRY SCREWS 1. Simpson Strong-Tie, "Titen HD" for indoor use (ICC-ESR Report 2713 for concrete and ICC-ESR Report 1056 for masonry). '"Stainless Steel Titen HD" for exterior use (IAPMO UES ER-493 for concrete & ICC-ESR Report 1056 for masonry) or "Mechanical Galvanized TitenHD" or exterior use (ESR-2713 for concrete abd ESR-1056 for masonry) 2. Hilti Fastening Systems:, "KH-EZ" for indoor use (ICC-ES Report 3027 for concrete and ICCESR Report 3056 for masonry). "KH-EZ SS316" for exterior use (ICC-ES Report 3027 for concrete and ICC-ESR Report 3056 for masonry) 03 30 00 CAST-IN-PLACE CONCRETE 03 30 10 GENERAL FOUNDATION & RETAINING WALLS Minimum Compressive Strength, f'c at 28 days (3.2): .......................................... 3,000 psi STRUCTURAL SLAB ON GRADE Minimum Compressive Strength, f'c at 28 days (3.2): ………............................... 3,500 psi

BEAMS, SUSPENDED SLABS, COLUMNS & WALLS
Minimum Compressive Strength, f'c at 28 days (3.2): ………............................... 4,000 psiMinimum Compressive Strength, f'c at 56 days for slag replacement concrete (3.2): 4,000 psiMinimum Compressive Strength, f'c at 28 days for non-slag concrete(3.2): …….. 4,000 psiMaximum slump (3.5): ...............................……….................................................. 3"- 4" Maximum water to cement ratio: ............................................................................. 0.42 Replace a minimum of 20% and a maximum of 35% of cement content with fly ash conforming to ASTM C618 Class C or F. Cement shall be Type II conforming to ASTM C150.

Hard rock normal weight aggregate shall be 1" x #4 coarse and conform to ASTM C33. Light weight aggregate shall be 12" maximum and conform to ASTM C330. Aggregates shall be clean, uncoated, processed aggregate containing no clay, mud, loam or foreign matter, as follows:
a. Crushed stone, processed from natural rock or stone. b. Natural or crushed gravel. Do not use pit, bank run, or pea gravel.

Use no calcium chloride in any concrete (ACI 318, 26.4.1.4.1).Provide internal vibration of all concrete (ACI 318, 26.5.2.1.j)Hot weather concreting: conform to recommendations contained in "Hot Weather Concreting," ACI 305R-20. Cold weather concreting: conform to recommendations contained in "Cold Weather Concreting," ACI 306R-16. Forms shall be tight and clean before concrete placement. After concrete is placed, vertical forms (walls, columns, and beam sides) may be removed after 3 days and side forms (footings, slabs on grade) may be removed after 48 hours after concrete is placed.

Exposed concrete mix shall include shrinkage controlled aggregate and shrinkage reducing admixture.

Construction joints shall be thoroughly cleaned and washed to remove all loose particles. Surfaces to receive topping concrete slabs over structural slab shall be roughen with a roller screed. 03302 CURING Concrete surfaces exposed to the atmosphere within 7 days of placement shall be protected and curedper ASTM Standard C-171 and as necessary until specified design strength has been achieved (12.2).

We recommend that concrete slabs be kept appropriately wetted and or covered during the curing process to help reduce shrinkage cracking. At greater rates of cement replacement with either slag or fly ash the early strength and setting for flat work can be delayed, and in some cases, the 28 day design strength may have to be exceeded to 56 days or more. In either case, the construction needsand schedules will impact the cement replacement percentage.

Care should be taken to ensure that proper curing is maintained for concretes in which slag or fly ash has been substituted for a portion of the Portland cement. With an increased time of set and a reducedrate of strength gain, concretes containing ground granulated blast furnace slag may be more susceptible to cracking caused by drying shrinkage. 03304 MAT SLABS Place mat slabs on grade over pre-applied waterproofing membrane over A) compacted soil subgrade,or B) 4"-6" section of free-draining 12"- 3 4" crushed rock or C) virgin Class 2 aggregate base placed on prepared subgrade soil. Base and sub-grade preparation as directed by Geotechnical Engineer. Slope subgrade to drain. 03321 CONCRETE FIELD TESTING 1. Concrete Test Samples: Samples for concrete tests shall be taken in accordance with ASTM C 172. Test cylinders shall be cured under conditions not more favorable than the most unfavorable conditions for portions of concrete which specimens represent. Casting and curing on test cylinders shall be the responsibility of the Contractor. Testing of samples shall be carried out by an independent testing agency meeting the requirements of ASTM C 1077. 2. Compressive Strength Tests on concrete: a. Frequency of concrete sampling: For concrete (A) at or below grade, samples for concrete compressive strength tests of each class of concrete placed each day shall be taken not less than once per day or per batch, nor less than once for every 150 yd3 of concrete, norless than once for every 5000 ft2 surface area for slabs or walls. A sample shall consist of four standard cylinders, one to be tested at 7 days, one to be tested at 14 days, and the remainder to be tested at 28 days, as required. b. Acceptance of concrete shall be based on strength test results of standard cured cylinders in accordance with ASTM C 31 and tested at 28 days in accordance with ASTM C 39.

Strength test results are defined as the average of a minimum of two specimens.

Additional specimens for testing may be made at contractor's option and expense. c. When cylinders are made, tests of slump, air content, temperature, and density shall be made and recorded with the strength test results. d. Strength of each concrete class shall be deemed satisfactory when the following criterionis met: No individual compressive-strength test result (i.e. the average of two cylindersminimum) falls below specified compressive strength by more than 500 psi. e. When compressive strength tests indicate low strength, follow procedure in ACI 318 chapter 26.12.4 Investigation of low-strength test results. f. Submit certified test report of cylinders to Engineer. 04000 MASONRY 04100 MATERIALS Concrete masonry medium weight units: ASTM C90 f'm = 2,000 psi CMU aggregate shall be ½" coarse, clean, uncoated, processed aggregate containing no clay, mud, loam or foreign matter, as follows: a. Crushed stone, processed from natural rock or stone. b. Natural or crushed gravel. Do not use pit, bank run, or smooth pea gravel.

Grout: 9" to 10" slump. Conform to ASTM C 476 and shall have minimum compressive strength of f’g = 2000 psi. Aggregate for masonry grout shall be coarse and conform to ASTM C 404 Mortar: Type M, Minimum Compressive Strength = 2500 psi 04200 LAYUP Running bond; full intersecting bond at corners and wall intersections. Provide special pilaster units at pilasters, or build up pilasters using face shells only. Brace as necessary during grout placement. 04300 GROUTING Solid grout all cells containing reinforcement, anchor bolts, or other embedded items, as well as allmasonry below adjacent grade or slab, and where shown on drawings. 04400 REINFORCEMENT Grade 60 and conform to concrete reinforcement notes under Concrete section, min lap as detailedlocate reinforcement 3/4" min. clear of interior face of CMU., U.O.N. 05000 STRUCTURAL STEEL 05120 MATERIALS All structural steel, fabrication and erection methods shall conform to the American Institute of Steel Construction (AISC) "Code of Standard Practice for Steel Buildings and Bridges," June, 2016. Where applicable, all cross sectional dimensions and production tolerances shall meet ASTM A6.

Rolled steel angles and channels: ASTM A36, minimum yield stress fy=36 ksi or ASTM A572,minimum yield stress fy=50 ksi
Rolled steel plates and bars: ASTM A572, minimum yield stress fy=50 ksiRolled steel W and WT sections: ASTM A992, minimum yield stress fy=50 ksi Round steel smooth rod: ASTM A36, minimum yield stress fy=36 ksi Steel pipe: ASTM A53, Type E or S, Grade B, minimum yield stress fy=35 ksi HSS rectangular section: ASTM A500, Grade C, minimum yield stress fy=50 ksiHSS round section: ASTM A500, Grade C, minimum yield stress fy=46 ksi Weathering steel: ASTM A588 or ASTM A847, Grade B, minimum yield stress fy=46 ksi Structural shapes shall be spliced only as shown on the drawings.Steel shall be primed with "10-99 Tnemec primer," or "Rustoleum No. 5769 primer," or approved equal. Structural steel shall be shop painted. Fabricate and connect elements to the fullest extent possible in the shop prior to galvanizing. 05121 CONNECTIONS All bolted connections shall conform to the AISC and shall use high strength threaded fasteners UON. Anchor Bolts: ASTM F1554 - 36 ksi yield strength, provide washers under nuts and heads. All anchor bolts in contact with treated wood with high copper content shall be stainless steel, hot dipped galvanized G-185 coated, or corrosion resistant polymer coated.

Epoxy Grouted Threaded Rods: ASTM F1554, ASTM A193 Gr. B7. Unfinished Threaded Fasteners: ASTM A307, Grade A, regular low carbon steel bolts and nuts.High Strength Threaded Fasteners: ASTM A325 Type I, "snug" tightening heavy hexagonal structural diameter. Machine Bolts: ASTM A307 with heavy hexagonal nuts, and hardened washers.Holes shall be cut, drilled or punched to a diameter 1/16" larger than the bolt holes. Holes shall not be burned or enlarged by flame cutting.

All exterior steel components, including bolts, nuts and washers, except items entirely embedded in concrete, shall be Hot Dipped Zinc galvanized, coated to not less than two ounces per square foot.

Every precaution shall be taken to avoid hydrogen embritllement. Damaged surfaces shall be recoated by melting into the prepared surface a continuous film of zinc-lead alloy bar solder such as Kapp GalvRepair or approved equal. [ALT: All exterior steel components, including bolts, nuts and washers, except items entirely embedded in concrete, shall be A316 Stainless Steel] 05122 WELDING Welding shall conform to the provisions of the American Welding Society "Structural Welding Code-Steel" (ANSI/AWS D1.1/D1.1M latest editions); "Welding Procedure Specifications" (WPS) and shall be performed by AWS qualified and certified welders, and inspected by a AWS certified welding Inspector. Welder qualifications shall be available on the job site for review by the Inspector. All welding shall use 70 ksi nominal classification tensile strength with low hydrogen electrodes and matching filler material. For complete penetration welds provide backing plates as required. The Contractor shall increase the weld size where required to satisfy AISC minimum weld size requirement. 05130 BASE PLATES Bearing plates shall be clean and free from bond-reducing materials, to improve bond during concrete pour. Tighten anchor bolts after the supported members have been positioned and plumbed. Pack 5high strength non-shrink grout solidly between bearing surfaces and bases or plates to assure that no voids remain. Non-shrink grout shall be non-metallic grout to conform with ASTM C1107 and shall attain a minimum 28 days compressive strength of 5,000 psi. 05400 COLD FORMED STEEL FRAMING Cold formed fabrication shall conform to AISI Specification for the Design of Cold-Formed Steel Structural Members. All galvanized studs and/or joists 54, 68 and 97 MIL shall be formed from steel that conforms to the requirements of ASTM A446. Grade D, with a minimum yield strength of 50,000 PSI.

All galvanized studs and/or joists 33 and 43 MIL and all galvanized track, bridging and accessories shall be formed from steel that conforms to the requirements of ASTM A446. Grade A, with a minimum yield strength of 33,000 PSI.

Metal stud properties shall be per Metal Stud Manufacturers Association Standards.

All welds for Cold-Formed steel shall be in accordance with AISC and AISI Specifications.All welding shall be done by certified welders. All welds shall be inspected by a certifies welding inspector. WALL FRAMING A. Studs and Tracks: As manufactured by ClarkDietrich, or equal. Galvanized sheet steel, 20 gage thick minimum, unless otherwise shown. Where shown 16 gauge as manufactured by Wheeling Steel, Western Metal Lath, or equal with rust-inhibiting paint. B. Bearing studs shall be installed in a manner which will assure that ends of the studs are positioned against the track webs, prior to stud and track attachment. C. Studs shall be seated squarely in the track with the stud web and flange abutting the track web. D. Plumbed and aligned and securely attached to the flanges or web of both the upper and lower tracks. E. Wall stud bridging shall be attached in a manner to provide resistance to both minor axis bending and rotation. Bridging rows shall be equally spaced not to exceed 4'-0” on center. F. Splices in bearing studs shall not be permitted. G. Framed wall openings shall include headers and supporting studs as shown on typical details provided by the manufacturer unless otherwise noted. H. Tracks: Finish and gage to match studs. I. Furring: 1. 7/8-inch screw type, hat shaped, 7/8"x 26 gage. 2. 1-5/8" x 20 gage studs. J. Backing: As shown. K. Hold Downs: For low partitions, as shown. FLOOR/ROOF FRAMING A. Joists shall be located directly over bearing studs unless otherwise detailed. B. Joists bridging shall be provided as shown on plans and as recommended by the AISI. C. Provide additional joists under parallel partitions and around floor and roof openings whichinterrupt one or more spanning members unless otherwise noted. D. End blocking shall be provided where joist ends are not otherwise restrained from rotation. E. Temporary bracing shall be provided until erection is complete. F. Punchouts shall not occur within 12” of any support point, including tracks, and support clips. G. Furring Members: Screw-type Hat-shaped 7/8 inch x 26 gage and hot rolled channels 1-1/2inch,

1.12 pounds per foot size, or equal. (Option: Chicago Metallic Co. suspended ceiling system, equivalent Donn Drywall Systems, or equal.) H. Hanger Wire: Galvanized size and type to comply with code requirements. Where size shown toexceed code minimum, furnish larger size. I. Anchorage to Substrate: Of type and size to suit application; to rigidly secure materials in place. J. Shaft Wall Ceiling Framing: See Section 09250 "Gypsum Board." WALL FURRING INSTALLATION A. Erect stud wall furring at concrete walls. B. Erect freestanding metal stud framing size as shown at 16 inches on center tight to walls. Where walls are furred with 1-5/8 inch studs, anchor studs to wall at midpoint of partition height, but not to exceed 7-feet unsupported. Shim if required to maintain alignment. CEILING FRAMING INSTALLATION A. Non-Rated Ceilings: 1. Install in accordance with the referenced standards or with manufacturer's instructions for proprietary system operation. 2. Coordinate location of hangers with other work. If necessary to clear obstacles such as ducts, provide supplementary framing for hanger wires. 3. Install ceiling framing independent of walls, columns, and work above ceiling. Wire shall not touch ducts or pipes.

Unless otherwise shown or required by CBC, space main carrying channels at maximum 48 inches on center, not more than 6-inches from perimeter walls. Lap splices minimum 12-inches and secure together 2 inches from each end of splice. FASTENERS A. All fasteners w/ minimum 3 exposed threads, back side of connected parts. B. All connection hardware with maximum quantity of fasteners per manuf., U.O.N. C. Plywood sheathing fasteners: 1. #8 min. for members equal to or less than 54 mil thick, 2. #10 min. for joist > 54 mil, 3. Hilti x-u pins w/ washers for hot rolled steel D. Connections between light guage steel members to be #10 U.O.N. 06000 STRUCTURAL WOOD 06050 FASTENERS AND ADHESIVES Nails: if splitting occurs during nailing, predrill wood with hole size one size smaller than nail diameter.

All fasteners in contact with pressure treated wood shall be stainless steel, hot dipped galvanized orcorrosion resistant polymer coated.

Lag bolts: predrill full shank diameter for shank; predrill 60-75 percent of shank diameter for threadedportion.Bolts: drill 1/16" oversize lead holes in wood and steel. Do not force bolts into misaligned or undersigned holes. 06051 HARDWARE Provide framing hardware as shown and at top and bottom of all posts; provide sizes to fit members; nail fully. Provide Simpson Strong-Tie Co., Inc., hardware as shown or approved equivalent. Allprefabricated metal connectors in contact with pressure treated wood are to be Simpson Zmax or Simpson HDG coated or are to have an equivalent G185 zinc coating, per ASTM A 153.

Fasteners for preservative-treated and fire-retardant-treated wood shall be of hot dipped zinc-coated galvanized steel, stainless steel, silicon bronze, or copper. The coating weights for zinc-coated fasteners shall be in accordance with ASTM A 153. 06052 SHEAR WALL HOLDOWNS Provide Simpson Strong-Tie Co., Inc., or approved equivalent. Note: designations on plans andschedule indicates actual holdown size (HDU4, for example.). Bolts shall not be countersunk. 06053 MISCELLANEOUS STEEL Steel: ASTM A36, minimum yield stress fy=36 ksi.

Bolts: ASTM A307, provide washers under nuts and heads.

Fabrication shall conform to the American Institute of Steel Construction (AISC) "Code of Standard Practice for Steel Buildings and Bridges," 2016.

Welding shall conform to the American Welding Society "Structural Welding Code-Steel (ANSI/AWS D1.1/D1.1M:2015);" and shall be performed by AWS qualified welders and inspected by AWS certifiedinspectors. 06100 ROUGH CARPENTRY 06101 FRAMING LUMBER All lumber (including pressure treated lumber) shall be Douglas Fir-Larch U.O.N.; grades as follows: 2x4 and 3x4 studs....………………………..………Construction 2x6 & larger studs....………………………..……… No. 1. 4x, 6x members.....................…………………......... No. 1. Posts.................................................……………......No. 1. 2x Joists………………………………………………....No.1. Other members.........................………………….... ..No. 2. Max. Moisture content in all members at the time of installation shall be 19%. All exterior lumber or lumber exposed to weather shall be Cedar, Redwood or Pressure Treated, U.O.N. 06102 GENERAL FRAMING Conform to the General Construction Requirements of the CBC, Section 2304. Keep all untreated wood 1/2" minimum away from concrete or masonry. Provide studs or posts full width of beams entering walls; provide solid posts and blocking down to foundation. Connect top and bottom of isolated posts with prefabricated metal connectors. (Simpson PCZ, UON). At bearing wall openings 4'-0" ornarrower: provide 4 x 8 minimum header. Provide 5/8" x 9" minimum anchor bolts @ 4'-0" O.C. maximum U.O.N. 06103 PLYWOOD NAILING All nails called for in the plans and specifications shall be Common nails. Substitutions will be accepted only if theminimum nail diameter and required nail penetrations shown in the "Typical Common Nail Penetration" Table are satisfied. Nail all plywood panel edges with 10d nails at spacing specified; use 10d nails at 1/2" and thicker plywood. Provide 3/8" minimum edge distances at plywood and at framing members. Drive nails flush with plywood surface; do not fracture surface by overdriving nails; replace overdriven nails in new holes. Stagger nails as possible without violating minimum edge distances. Field nail to intermediate framing members at 12" O.C. maximum. 06104 SHEAR WALLS Block at plywood joints with blocking same size as studs. Edge nail sheathing to studs at holdowns. Extend shear walls through floor and roof systems with blocking equivalent to shear wall sheathing. At exterior wall top plate splices, lap 4'-0" minimum. Nail splices with 20-10d common, minimum on each side. 06115 SHEATHING 06116 PLYWOOD APA trademarked plywood conforming to service Report No. ESR-2586; exterior glue; grade and thickness as specified. Center plywood joints on framing member or blocking. Space panels 1/8" at sides and ends. Provide 1/2" space between untreated plywood and concrete or masonry. PLYWOOD NAILING All fasteners called for in the plans and specifications shall be Common nails. Substitutions will be accepted only if the minimum nail diameter and required fasteners penetrations shown in the "Typical Common Fasteners Penetration" Table are satisfied. Fasten all plywood panel edges with 10d nails at spacing specified; use 10d nails (or #8 screws) at 1/2" and thicker plywood. Provide 3/8" minimum edge distances at plywood and at framing members. Drive fasteners flush with plywood surface; do not fracture surface by overdriving fasteners; replace overdriven nails in new holes. Stagger fasteners as possible without violating minimum edge distances. Field fasteners to intermediate framing members at 12" O.C. maximum. 06118 ROOF SHEATHING 5/8" (19/32") APA rated Structural I sheathing, Exposure 1 rated unless otherwise specified on the plans: minimum panel span rating of 40 20. Lay with face grain as shown on plans; stagger plywood panels 4'-0" lengthwise; minimum panel dimension; 2'-0", support all plywood edges with 2 x 4 minimum block or panel sheathing clips. 06119 SHEAR WALL SHEATHING 1/2" (15/32") APA rated Structural I sheathing, Exposure 1 rated with minimum panel span rating of 40 20. Apply directly to studs; lay-up with face grain vertical. Block joints with blocking same size as studs, minimum. Edge nail sheathing to all studs containing holdowns. The Contractor and Owner shall take precautions not to penetrate shearwalls with holes for plumbing, HVAC, etc. after shearwalls have been inspected. 06310 TREATED WOOD Wood in contact with concrete or masonry: preservative-pressure-treated per AWPA Standard U1. Supplier provide certificate of compliance indicating compliance with these AWPA Standards. Borings and cut-offs: treat per AWPA standard M-4. All preservative treatments shall be CBA (Copper Boron Azole, trade name Wolmanized Natural Select) or ACQ (Alkaline Copper Quartenary). CCA treatment shall not be used. Do not use non-treated parallam or microllam members where they may be exposed to the weather. Protect these members from moisture until closed in with finish construction. Parallam members noted as pressure treated shall be Wolmanized per i-Level Service Level 2, AWPA use Category 3b. KC The City of Good Living CITY OF SAN CARLOS CA L I FOR N I A DOWNTOWN PLAN IMPLEMENTATION PHASE IA - HARRINGTON PARK CONSTRUCTION DOCUMENTATION CIVIL ENGINEER CSW|ST2 504 REDWOOD BLVD, STE 310, NOVATO, CA 94947 415.883.9850 ARCHITECT | ENGINEER WARE ASSOCIATES, INC. 440 GRAND AVE, STE 250 OAKLAND, CA 94610 510.992.9888 WARE-ARCHITECTS.COM ELECTRICAL ENGINEER AURUM CONSULTING ENGINEERS 404 W FRANKLIN ST, STE 100, MONTEREY, CA 93940 831.646.3336 WATER FEATURE FLUIDITY DESIGN 724 S SPRING ST #1401, LOS ANGELES, CA 90014 213.739.9291 IRRIGATION DESIGN RMA 2670 CAMINO DIABLO, WALNUT CREEK, CA 94597 925.939.3985 LIGHTING DESIGN HLB LIGHTING 785 MARKET ST, STE 800, SAN FRANCISCO, CA 94103 415.348.8273 AUDIOVISUAL SALTER 130 SUTTER ST, FLOOR 5, SAN FRANCISCO, CA 94104 415.397.0442 LANDSCAPE ARCHITECT WALLACE ROBERTS & TODD, INC 120 2ND ST, 3RD FLOOR SAN FRANCISCO, CA 94105 415.575.4722 WRTDESIGN.COM OWNER CITY OF SAN CARLOS 600 ELM STREET SAN CARLOS, CA 94070 650.802.4264 8976.01 - DOWNTOWN IMPLEMENTATION PHASE 1A - 700 LAUREL ST AND HARRINGTON PARK DATE: 10/30/25 DRAWN BY: CHECKED BY: Sheet Title: Sheet # REVISIONS DATE 12345 6 75% SUBMITTAL / BUILDING PERMIT 09/10/25 CANOPY/PAVILION STRUCTURAL ENGINEER STRUCTURECRAFT BUILDERS USA INC. 2225 N. 56TH STREET SEATTLE, WA 98103 100% SUBMITTAL / BID SET 10/30/25 REGISTERED PROFES IONAL ENGINEER JOHN QUINLAN WARENo. C 46323 C IV I L STATE OF CAL IFORNIA DM S2-000 FACILITIES BUILDING STRUCTURAL GENERAL NOTES November 10, 2025 Packet Pg. 879
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Living CITY OF SAN CARLOS CA L I FOR N I A DOWNTOWN PLAN IMPLEMENTATION PHASE IA - HARRINGTON PARK CONSTRUCTION DOCUMENTATION CIVIL ENGINEER CSW|ST2 504 REDWOOD BLVD, STE 310, NOVATO, CA 94947 415.883.9850 ARCHITECT | ENGINEER WARE ASSOCIATES, INC. 440 GRAND AVE, STE 250 OAKLAND, CA 94610 510.992.9888 WARE-ARCHITECTS.COM ELECTRICAL ENGINEER AURUM CONSULTING ENGINEERS 404 W FRANKLIN ST, STE 100, MONTEREY, CA 93940 831.646.3336 WATER FEATURE FLUIDITY DESIGN 724 S SPRING ST #1401, LOS ANGELES, CA 90014 213.739.9291 IRRIGATION DESIGN RMA 2670 CAMINO DIABLO, WALNUT CREEK, CA 94597 925.939.3985 LIGHTING DESIGN HLB LIGHTING 785 MARKET ST, STE 800, SAN FRANCISCO, CA 94103 415.348.8273 AUDIOVISUAL SALTER 130 SUTTER ST, FLOOR 5, SAN FRANCISCO, CA 94104 415.397.0442 LANDSCAPE ARCHITECT WALLACE ROBERTS & TODD, INC 120 2ND ST, 3RD FLOOR SAN FRANCISCO, CA 94105 415.575.4722 WRTDESIGN.COM OWNER CITY OF SAN CARLOS 600 ELM STREET SAN CARLOS, CA 94070 650.802.4264 8976.01 - DOWNTOWN IMPLEMENTATION PHASE 1A - 700 LAUREL ST AND HARRINGTON PARK DATE: 10/30/25 DRAWN BY: CHECKED BY: Sheet Title: Sheet # REVISIONS DATE 12345 6 75% SUBMITTAL / BUILDING PERMIT 09/10/25 CANOPY/PAVILION STRUCTURAL ENGINEER STRUCTURECRAFT BUILDERS USA INC. 2225 N. 56TH STREET SEATTLE, WA 98103 100% SUBMITTAL / BID SET 10/30/25 REGISTERED PROFES IONAL ENGINEER JOHN QUINLAN WARENo. C 46323 C IV I L STATE OF CAL IFORNIA DM 23451. Detail scales are for reference only. Do not scale from drawings. 2. See sheet S2-000 for structural notes & abbreviations. See sheet S2-501 for typical details. 3. For exterior finish and paving, S.L.A.D. 4. All equipment floor dead loads < 300 lbs. GENERAL NOTES: 67891. Typical wall framing: a) Exterior walls - studs - XXXS162-43* @ 16" O.C. - sheathing - 15 32" ply w/ #8@12" field, #8@6" edge/boundary - conn to foundation - 5 8"Ø A.B. @ 2'-0" w/ 7" min. embed b) Interior walls - studs - XXXS162-54* @ 16" O.C. - sheathing - S.A.D. - conn to foundation - P.A.F. @ 24" U.O.N. c) All tracks - XXXT150*, match stud guage d) See 1/S2-504 for more info *XXX = S.A.D. for wall width FRAMING NOTES: 1 0 1' 2' 4' N KEYED NOTES: 11011 10" min. mat slab over a layer of pre-applied sheet waterproofing (at interior mat only), over 4"-8" of clean crushed rock or virgin Class 2 aggregate base over non-expansive, moisture conditioned approved engineered fill (90% relative compaction) placed on the prepared compacted subgrade soil per Geotechnical Engineer recommendations. Provide w/ #5 bars @ 12" O.C., E.W., T&B, typ. Slope top of slab to drain as req'd, S.C.D. The edges of the slab foundation should be thickened to at least 26 inches and be extended 3 inches minimum into the subgrade soils per Geotechnical Engineer report. Mat slab to be poured monolithically. All bars terminated w/ std hk or lapped. S.A.D. for finish elev. 16" min. mat slab over 4"-8" of clean crushed rock or virgin Class 2 aggregate base over non-expansive, moisture conditioned approved engineered fill (90% relative compaction) placed on the prepared compacted subgrade soil per Geotechnical Engineer recommendations. Provide w/ #5 bars @ 12" O.C., E.W., T&B, typ. Slope top of slab to drain as req'd. S.C.D. Mat slab to be poured monolithically. See 8/S2-502. All bars terminated w/ std hk or lapped. S.A.D. for finish elev. Concrete curb, height S.A.D. 8" CMU wall w/ #4 @ 32" O.C. vert., and #4 @ 32" O.C. horz., centered, U.O.N. See 4/S2-502 for more info. Provide control joints per detail 7/S2-502. CMU walls to be fully grouted, w/ running bond, U.O.N. Wall framing @ universal changing table per manufacturer installation instructions. Replace 2x4's as specified by manuf. w/ 600S162-97. Replace the provided #8 wood screws w/ #8 self drilling screws, length to provide min. 3 exposed threadeds, back side of connected studs. Plumbing chase/CFS wall. See framing notes below. Reinforcing at concrete retaining wall/curb openings per 14/S2-503. Expansion joint, provide 12" pre-molded joint filler. Downspout, S.A.D. Water heater, see 8/P3.0. Provide 800S162-54 blocking in wall per 12/S2-504 for water heater straps, w/ #14 screws from strap to BLKG. Provide slope to divert water away from building, S.C.D. & detail on sheet S2-502 & S2-503. 6" concrete wall below, typical where shown. 6" min. raised slab & stairs w/ #4 @ 12" O.C., E.W. All bars terminated w/ std hk or lapped. Handrail, S.A.D. Wall vents, S.A.D. & 4/S2-502. 10" min. mat slab over a layer of pre-applied sheet waterproofing, over undisturbed stiff native soil per Geotechnical Engineer recommendations. Provide w/ #5 bars @ 12" O.C., E.W., T&B, TYP. Slope top of slab to drain as required. Provide underslab drainage per the Geotechnical Engineer report. All bars terminated w/ std hk or lapped. Restroom entry canopy columns by others, see STD sheets. AV rack, see 1/TA-502. Anchor to slab w/ (4) 12"Øx4" TitenHD. Do not damage slab rebar during installation. Opening in mat slab for sump pit. Provide (4) #4x6'-0" trimmer bars T&B, 45° to typ. slab reinf. Any bars interrupted by sump pit to be terminated w/ std hk. Add bars full width/length of slab for each typ. bar interrupted by sump pit. See A2-101 for sump pot location, and 12/A2-901 for additional detailing. LEGEND: COLUMN ABOVE KEYED NOTES METAL STUD WALL PARTIAL HEIGHT WALL ROOF EDGE MAT THICKENED EDGE/ EDGE OF FOOTING CONCRETE SLAB 1 FLOOR DRAIN, S.P.D. WALL BELOW CMU WALL CONCRETE BEAM FOUNDATION NOTES: 1. Dimensions and elevations shown are for reference only and shall not be used for layout. Refer to architectural drawings for layout dimensions and elevations. 2. Contractor shall refer to plans, details and sheet S2-000 & the specifications. 3. Prior to the Contractor requesting a foundation inspection, a Geotechnical Engineer shall observe the work and verify that: 3.1. The building excavation and building pad was prepared in accordance with the approved plans. 3.2. The foundation forming and grading comply with the approved plans. 3.3. The drainage system is in accordance with the approved plans. 4. Contractor shall call Engineer (48 hrs. notice) for observation of all foundation reinforcing and excavation prior to placing concrete. 5. All roof drainage shall be diverted away from the building footings in a complete tight line using 4" perforated Schedule 40 PVC pipe or SDR 35 PVC. 6. S.A.D., S.C.D., & Drainage and Utility plan for the location and extent of foundation sub-drainage & building perimeter subdrain. 7. Slope finished grade along exterior foundations per grading plan on sheet A2-101. Provide 14" : 1'-0" MIN. slope away from building, typ. 8. All foundation subdrain shall be installed per the Geotechnical Engineer's recommendations and shall consist of 4" perforated Schedule 40 pipe or SDR 35 PVC. 9. Utilities are not shown on these plans. The Contractor is responsible for marking all underground and above ground utilities and taking all necessary precautions during construction. 10. Waterproofing is not shown on these plans & details. Please refer to architectural drawings for waterproofing specifications & details. 11. S.A.D. for duplicate plans, all floor drains, all floor drain and depression locations, slab dimensions and finish floor elevation. S2-101 FACILITIES BUILDING FOUNDATION PLAN 1213141516 1 SLOPE S.C.D. SLOPE, S.C.D. SLOPE S.C.D. 1'-6", TYP. 1'-6" TYP. 1 13 3 3 2 4 4 4 4 3 3 4 6 3 4 6 3 6 3 6 6 3 4 T.O.C S.A.D. DN SIM. 1'-6", TYP. 12 (E) BUILDING TO REMAIN, TYP. 1'-6" MIN. F.D. F.D. 13 151515 3 3'-0"
PLANTER, S.L.A.D. S.A.D. 6 7 6 915 7 9 6 3 9'-2" 4" ℄COL. ℄COL.3'-2" 17 17 17 16'-2" 3 19'-4" 3 14'-8" 13'-2" 14'-0" 10'-0132" 8'-7" 41'-10" #4 @ 16" O.C., E.W. NO C.J./E.J. #4 @ 16" O.C., E.W. NO C.J./E.J. #4 @ 16" O.C., E.W. NO C.J./E.J. #4 @ 16" O.C., E.W. NO C.J./E.J. 18 18 10 5 3'-0" 3'-6" 19 1619 14 14
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F.O.C. F.O.C. A F.O.C. B F.O.C. C F.O.C. DE ℄COL. 1
F.O.C. 2
F.O.C. F.O.C. A F.O.C. B F.O.C. C F.O.C. DE ℄COL. GENERAL NOTES: 1 0 1' 2' 4' N KEYED NOTES: 1 LEGEND: KEYED NOTES COLUMN BELOW (2) TYP.JOIST, (2) TYP. TRACK, #10 @ 12" STAG U.O.N. 1 WALL BELOW 1. Detail scales are for reference only. Do not scale from drawings. 2. See sheet S0-000 for abbreviations. See sheets S2-504 for typical details. 3. All exposed steel shall be painted, see specifications section 05 50 00. 4. All metal stud framing headers per elevations & schedule on 1/S2-504. 5. See architectural drawings for roof and overhang slopes. 6. Typical framing connectors: a) TradeReady joist to ledger - prepunched attachment tab b) TradeReady joist to beam - RCA227/54 w/ (4) #10 EA member, mounted to back of joist (opposite of joist flanges) c) Box beam to CMU. See detail 1 & 13/S2-504. 7. Align all factory provided holes/knockouts in TradeReady roof joists. Where framing direction changes align factory provided holes/knockouts with joist bays. B 6 #10 F 12 E 6 STRUCTURAL I 5/8" T&G 234567891011 For sheathing notation & fastening, see details 11 & 14 on sheet S2-504. Wall below, typical where shown. Provide boundary fastening (B.F.) per sheathing symbol along diaphragm edge and to CFS joist/blocking over all CMU walls. For diaphragm opening dimensions & location, provide edge fastening around opening, typ. see detail 10/S2-504. Drag strut (joist or BLKG), see 4/S2-504. Extent of roofing, S.A.D. For reinforcing around wall openings, see 4/S2-502. All pipe through CMU walls shall be sleeved. Box beam, see 1 & 13 on sheet S2-504. CFS balloon framed parapet, S.A.D. & 1/S2-505. Partition/plumbing wall below, see 12 on sheet S2-504. Roll-up door, S.A.D., see 3 on sheet S2-505. CS16, 4'-0" end length. Restroom entry canopy columns by others, see STD sheets. Typical joist over wall, w/ P.A.F. @ 8" to top of CMU. S/LTT20 @ 48" from CMU wall to joist or full-depth BLKG. 2 0 1' 2' 4' N 1 9 2 9 11 9 1200TDW24-200-97
@ 24" O.C. 4 4 4 4 2 3 3 3 3 KC The City of Good
Living CITY OF SAN CARLOS CA L I FOR N I A DOWNTOWN PLAN IMPLEMENTATION PHASE IA - HARRINGTON PARK CONSTRUCTION DOCUMENTATION CIVIL ENGINEER CSW|ST2 504 REDWOOD BLVD, STE 310, NOVATO, CA 94947 415.883.9850 ARCHITECT | ENGINEER WARE ASSOCIATES, INC. 440 GRAND AVE, STE 250 OAKLAND, CA 94610 510.992.9888 WARE-ARCHITECTS.COM ELECTRICAL ENGINEER AURUM CONSULTING ENGINEERS 404 W FRANKLIN ST, STE 100, MONTEREY, CA 93940 831.646.3336 WATER FEATURE FLUIDITY DESIGN 724 S SPRING ST #1401, LOS ANGELES, CA 90014 213.739.9291 IRRIGATION DESIGN RMA 2670 CAMINO DIABLO, WALNUT CREEK, CA 94597 925.939.3985 LIGHTING DESIGN HLB LIGHTING 785 MARKET ST, STE 800, SAN FRANCISCO, CA 94103 415.348.8273 AUDIOVISUAL SALTER 130 SUTTER ST, FLOOR 5, SAN FRANCISCO, CA 94104 415.397.0442 LANDSCAPE ARCHITECT WALLACE ROBERTS & TODD, INC 120 2ND ST, 3RD FLOOR SAN FRANCISCO, CA 94105 415.575.4722 WRTDESIGN.COM OWNER CITY OF SAN CARLOS 600 ELM STREET SAN CARLOS, CA 94070 650.802.4264 8976.01 - DOWNTOWN IMPLEMENTATION PHASE 1A - 700 LAUREL ST AND HARRINGTON PARK DATE: 10/30/25 DRAWN BY: CHECKED BY: Sheet Title: Sheet # REVISIONS DATE 12345 6 75% SUBMITTAL / BUILDING PERMIT 09/10/25 CANOPY/PAVILION STRUCTURAL ENGINEER STRUCTURECRAFT BUILDERS USA INC. 2225 N. 56TH STREET SEATTLE, WA 98103 100% SUBMITTAL / BID SET 10/30/25 REGISTERED PROFES IONAL ENGINEER JOHN QUINLAN WARENo. C 46323 C IV I L STATE OF CAL IFORNIA DM 12 12 3 13 13 13 13 143 3 2 3 2 3 2 PARAPET ROOF EDGE, S.A.D. & DETAILS CMU LINTEL PER 11/S2-502 S2-102 FACILITIES BUILDING ROOF PLAN 19'-4" 14'-8" 13'-2" 14'-0" 10'-0" 41'-10" 19'-4" 14'-8" 13'-2" 14'-0" 10'-0" 41'-10" 8 4'-0" 1200TDW24-200-97 @ 24" O.C. 1200TDW24-200-97 @ 24" O.C. 8 TYP. JOIST ANGLED w/ WALL, w/ (2) #10 TO EA STUD 2 1415 141414 12 12 12 15 SIM. TYP. JOIST ANGLED w/ WALL, w/ (2) #10 TO EA STUD CONT. 1200TD200-97 5 6'-0" CONT. 1200TD200-97 4 3 November 10, 2025 Packet Pg. 881
ELEVATION AT GRIDLINE 'D' 0 6" 1' 2' 2412 Z25 Fully grouted 8" CMU wall. For reinforcing, see plan & S2-502, TYP. T.O. MAT, S.A.D. T.O. CURB, S.A.D. T.O. CMU WALL, S.A.D. T.O. PARAPET, S.A.D. CFS wall Lintel BM, per 11/S2-502 Paving, S.L.A.D. 1'-6", TYP. Lintel bottom bars per 11/S2-502, STD. HK E.S. Trim bars @ opening per 4/S2-502, TYP. CMU wall (E) building Roofing, S.A.D. Rafter, see plan Roof sheathing 1 2 Canopy, S.A.D. F.O.C. F.O.C. Note: For additional notes see 3/S2-502 & 12/S2-503. 2,3 S2-505 Metal stud wall beyond, see plan Roof joint cover/expansion joint, see 13/A2-906 12 S2-503 T.O. EXT. MAT, S.A.D. ENTRY SOFFIT/OVERHANG, S.A.D. CFS wall & CMU wall finishes to aligh per 12/A2-902 O.H. Entry soffit overhang 7 S2-505 8 S2-505 (2) TYP hor bars @ SHTG 8 KC The City of Good Living CITY OF SAN CARLOS CA L I FOR N I A DOWNTOWN PLAN IMPLEMENTATION PHASE IA - HARRINGTON PARK CONSTRUCTION DOCUMENTATION CIVIL ENGINEER CSW|ST2 504 REDWOOD BLVD, STE 310, NOVATO, CA 94947 415.883.9850 ARCHITECT | ENGINEER WARE ASSOCIATES, INC. 440 GRAND AVE, STE 250 OAKLAND, CA 94610 510.992.9888 WARE-ARCHITECTS.COM ELECTRICAL ENGINEER AURUM CONSULTING ENGINEERS 404 W FRANKLIN ST, STE 100, MONTEREY, CA 93940 831.646.3336 WATER FEATURE FLUIDITY DESIGN 724 S SPRING ST #1401, LOS ANGELES, CA 90014 213.739.9291 IRRIGATION DESIGN RMA 2670 CAMINO DIABLO, WALNUT CREEK, CA 94597 925.939.3985 LIGHTING DESIGN HLB LIGHTING 785 MARKET ST, STE 800, SAN FRANCISCO, CA 94103 415.348.8273 AUDIOVISUAL SALTER 130 SUTTER ST, FLOOR 5, SAN FRANCISCO, CA 94104 415.397.0442 LANDSCAPE ARCHITECT WALLACE ROBERTS & TODD, INC 120 2ND ST, 3RD FLOOR SAN FRANCISCO, CA 94105 415.575.4722 WRTDESIGN.COM OWNER CITY OF SAN CARLOS 600 ELM STREET SAN CARLOS, CA 94070 650.802.4264 8976.01 - DOWNTOWN IMPLEMENTATION PHASE 1A - 700 LAUREL ST AND HARRINGTON PARK DATE: 10/30/25 DRAWN BY: CHECKED BY: Sheet Title: Sheet # REVISIONS DATE 12345 6 75% SUBMITTAL / BUILDING PERMIT 09/10/25 CANOPY/PAVILION STRUCTURAL ENGINEER STRUCTURECRAFT BUILDERS USA INC. 2225 N. 56TH STREET SEATTLE, WA 98103 100% SUBMITTAL / BID SET 10/30/25 REGISTERED PROFES IONAL ENGINEER JOHN QUINLAN WARENo. C 46323 C IV I L STATE OF CAL IFORNIA DM S2-201 FACILITIES BUILDING ELEVATION & DETAILS November 10, 2025 Packet Pg. 882
18 151413 10 7 654 8 2 LD, TYP
LAP, TYP STD. hooks req'd at ends 90° developed "LD" hooks 0 3 6 12 2412 ZTD17a TYPICAL CORNER REINFORCING WALLS & FOOTINGS TYPICAL TWO LAYER HORIZONTAL REINFORCING WALLS & FTGS LAP, TYP.
(2) #5 bars min.
at edges
LAP, splice length see schedule 2" max Alternate at consecutive 90° spliced hooks LAP or splice
length, see
schedule, TYP.

LAPAt all 2-curtains walls provide spreaders
@ 4'-0" O.C.
90° hooks spliced EA side, to match wall reinforcement size and spacing, TYP SINGLE LAYER HORIZONTAL REINFORCING WALLS & FTGS. Notes: 1. LD= Development Length, see schedule. 2. Lap splice horizontal wall steel using class "B" top bar splices, see schedule. 3. For wall reinf. see plan and schedule LAP, TYP.

LAP

LAP, TYP
90° hooks spliced EA side, to match wall reinforcement size and spacing, TYP 90° developed "LD" hooks LAP "LD", TYP "LD"
90° hooks spliced EA
side, to match wall reinforcement size and spacing, TYP skewed hooks spliced EA side (2) #5 bars min.
at edges skewed hooks TYP. PIPE PENETRATIONS THRU GRADE BEAMS 2412 Z01 Pier beyond, see note #2 Provide additional tie 2" CLR. of penetration EA side Provide sleeve 1" clear around pipe Pier beyond, see note #2 NOTES: 1. Pipes may pass under grade beams. 2. Do not locate pipe penetrations within "H" of piers. "H" 6" MIN. 2" MIN. coverage to REINF. bar Provide sleeve 1" clear around pipe 6" MIN. 6" Ø max penetration Offset longitudinal bars around penetration 112" CONC. cover HORIZONTAL PENETRATION VERTICAL PENETRATION PLAN 1 12 TYPN.T.S. Grade beam depths, see plan & schedule 0 3 6 12 2412 Z02 1'-6" splice, TYP. 3" MIN. 6" MIN. 6" MIN. Conduits, see Electrical, Civil & Plumbing drawings Slab thickness, see foundation plan #4 @ 12" O.C. Extend vapor barrier continuously below slab TYP. slab REINF., see foundation plan (3) #4 CONT. BOT. REINF. 1 1 4" Ø MAX, TYP. 1" CLR. TYP. 2" CLR. MIN. PIPE PENETRATION IN MAT / SLAB ON GRADE TYPICAL PIPE TRENCHES AND PENETRATION IN FOUNDATION 0 3 6 12 2412 ZGB20 2 1 Notes: 1. Do not pass pipes through isolated spread footings. 2. Provide sleeves for all pipes passing through concrete with I.D. 2" larger than pipe diameter. 3. Clearance between adjacent sleeves shall be not less than dia., of larger sleeve or 6" minimum. 4. For pipes below grade beams, pad FTGs excavate as shown and fill with concrete, before pouring footing pad. Fill shall be same width as ftg. and full width of pipe trench. 9" see note 3 9" AA Conc. fill see note 4 6"
4" MIN. 6" MIN. 6" MIN. MAX. sleeve O.D. is 1/3 of ftg. thickness. Footing CONC. fill 9" 6" Section A-A Perpendicular through footings Parallel to footings Where bottom of trench extends below this line, fill below scheduled bottom of footing with conc. as shown. Locate pipe trench so that ftg. will not be undermined. Back fill trend per specific condition. Metal sleeve, typ, see notes 2" MIN. 1'-6" MIN. No pipe shall pass through pad joints. If bottom bar is interrupted w/ penetration Additional bars to match FTG. bottom bar, lap as shown 4'-0" trimmer bar centered above/below penetration, match stirrup/tie size 2412 ZGB21 T.O.C. CONC. mat slab, see plan see plan 2" MIN. clear, TYP. Slab reinforcing, see plan, do not cut or damage 4" Ø MAX. TYP. Notes: 1. See mechanical, electrical and architectural drawings for size, number and location of penetrations. 2. Consult with design team for instructions if clearances shown cannot be achieved. TYP. PIPE PENETRATIONS THRU MAT / SLAB ON GRADE 14" T T 0 3 6 12 2412 ZTD3A S.L.A.D. Control joint CONTROL JOINT Notes: 1. Continuous sawcut control joint. Sawing must occur as soon as concrete surface is firm enough so concrete will not be damaged, but not later than 12 hours after concrete has been poured. Alternatively form joint with premolded strip cast in concrete. 2. Apply compressible filler when slab is at controlled service temperature. S.L.A.D. for slab finishes. 3. Place at 30T O.C. max or as shown on Landscape Architect drawing. Slab reinforcing, S.L.A.D. CONTROL JOINT CONCRETE SLAB-ON-GRADE Thickness, see plan 0 3 6 12 2412 ZTD04 12 " Premolded joint filler w/ silicon self-leveling sealant, and backer rod, color S.L.A.D. 12" Premolded joint filler w/ silicon self-leveling sealant, and backer rod, color S.L.A.D. INTERMEDIATE EXPANSION JOINT EDGE EXPANSION JOINT Building wall footing or curb 12" Radius, TYP. Slab on grade, see plan, TYP., S.L.A.D. TYPICAL SLAB ON GRADE EXPANSION JOINT 0 3 6 12 TYPICAL CAST- IN PLACE CONCRETE COVER SCHEDULE Concrete cover Conc. cover A. no exposure to earth, weather or moisture after form removal B. exposure to earth, weather or moisture after form removal C. concrete cast against earth and permanently in contact with ground. Note: Contractor shall provide no more and no less than the specified cover for all beam ties, column stirrups, and wall and slab reinforcing. C = 3" clr. A = 1" clr.Conc. cover suspended slab Conc. cover Conc. cover Form side A=2" clr. #6 and larger ties A=112" clr. 2412 ZTD08 A = 3 4" clr.;112" C = 3" clr. Exposed face of concrete A = 3 4" clr. top bars 112" clr. T&B #14, #18 B = 112" clr. #5 and smaller 2" clr. #6 and larger C = 3" clr. A = 112" clr. C = 3" clr. Tie/stirrups Form side clr. #14 and larger WALLS STRUCTURAL SLAB AND JOISTS FOOTINGS 1" clr. bolt bars #11, and smaller B = 112" clr. #5 and 2" shortcrete wall at formed face 1" shortcrete wall at front face smaller or W.W.F. #11 and smaller B = 2" clr. #6 and larger or W.W.F. 2" clr. 112" clr. #5 and smaller or W.W.F. B = 2" clr. 112" clr. #5 and smaller or W.W.F. Columns, beams, girders, pedestal and tension ties, primary reinf., stirrups, ties, spirals and hoops 2412 ZTD09D 45° 8d or 4" MIN D R=8 DIA. TYP. 10d U.O.N. 12d U.O.N. 1. For bars larger than #8 bars, contact Engineer for requirements. 2. Provide these hooks throughout the work where shown on drawings. 4d or 2-12"MIN. 12 2 Notes: dbar diameter, TYP. AND OFFSET 3. All bar bends shall be in accordance CRSI manual of standard practice. Inside diameter of bend: D= 6d for #2 through #8 bars 8d for #9 to #11 10d for #14 and larger diameter of bend: D=6d for #2 through #8 bars J=D+Zd D d d d= bar diameter 6d, #5 & smaller 4d, TYP. STIRRUP OR TIE BEND BENT UP BAR 180° HOOK 90° HOOK TYPICAL HORIZONTAL BAR OFFSET 135° HOOK TYP. REINF. BENDS, HOOKS Single crosstie TYPICAL STIRRUPS AND TIES Crosstie Notes: A) Size and spacing to match stirrups or ties, U.O.N. B) For joists and beams: where slab occurs on both sides of member, alternate placement of 135° hook at each consecutive crosstie. where slab occurs on one side only, place the 135° hook on the side without slab at each consecutive crossties. C) For columns: place closed ties as shown on column schedule. 135° hooks, TYP., U.O.N. 135° hooks, TYP., U.O.N. Single crosstie Crosstie where occurs 135° hooks, TYP., U.O.N. Stirrup Notes: A) For size and spacing of stirrups see beam schedule. B) For typical bar hooks and bends see typical reinforcing bends, hooks and offset detail. 135° hook 90° hook alternate 90 deg. 2412 ZTD10 D SINGLE STIRRUP (S) DOUBLE STIRRUP (D) CLOSED TIE TYPICAL CROSSTIES 0 3 6 12 2412 ZSG01b EXT. CONCRETE MAT SLAB EDGE AT CANOPY Slab reinf., see plan Paving, where occurs, see plan, S.L.A.D. 26" MIN. Subgrade, prepared per Geotechnical Engineer recommendations Conc. mat slab, see plan 4"-8" CLEAN CRUSHED ROCK KC The City of Good Living CITY OF SAN CARLOS CA L I FOR N I A DOWNTOWN PLAN IMPLEMENTATION PHASE IA - HARRINGTON PARK CONSTRUCTION DOCUMENTATION CIVIL ENGINEER CSW|ST2 504 REDWOOD BLVD, STE 310, NOVATO, CA 94947 415.883.9850 ARCHITECT | ENGINEER WARE ASSOCIATES, INC. 440 GRAND AVE, STE 250 OAKLAND, CA 94610 510.992.9888 WARE-ARCHITECTS.COM ELECTRICAL ENGINEER AURUM CONSULTING ENGINEERS 404 W FRANKLIN ST, STE 100, MONTEREY, CA 93940 831.646.3336 WATER FEATURE FLUIDITY DESIGN 724 S SPRING ST #1401, LOS ANGELES, CA 90014 213.739.9291 IRRIGATION DESIGN RMA 2670 CAMINO DIABLO, WALNUT CREEK, CA 94597 925.939.3985 LIGHTING DESIGN HLB LIGHTING 785 MARKET ST, STE 800, SAN FRANCISCO, CA 94103 415.348.8273 AUDIOVISUAL SALTER 130 SUTTER ST, FLOOR 5, SAN FRANCISCO, CA 94104 415.397.0442 LANDSCAPE ARCHITECT WALLACE ROBERTS & TODD, INC 120 2ND ST, 3RD FLOOR SAN FRANCISCO, CA 94105 415.575.4722 WRTDESIGN.COM OWNER CITY OF SAN CARLOS 600 ELM STREET SAN CARLOS, CA 94070 650.802.4264 8976.01 - DOWNTOWN IMPLEMENTATION PHASE 1A - 700 LAUREL ST AND HARRINGTON PARK DATE: 10/30/25 DRAWN BY: CHECKED BY: Sheet Title: Sheet # REVISIONS DATE 12345 6 75% SUBMITTAL / BUILDING PERMIT 09/10/25 CANOPY/PAVILION STRUCTURAL ENGINEER STRUCTURECRAFT BUILDERS USA INC. 2225 N. 56TH STREET SEATTLE, WA 98103 100% SUBMITTAL / BID SET 10/30/25 REGISTERED PROFES IONAL ENGINEER JOHN QUINLAN WARENo. C 46323 C IV I L STATE OF CAL IFORNIA DM S2-501 FACILITIES BUILDING TYPICAL DETAILS November 10, 2025 Packet Pg. 883
18 1514 11 7 54 3 0 3 6 12 TYPICAL MASONRY LINTEL 2412 ZMC03 16" Knockout bond BM BOTTOM REINF., SEE TABLE Lintel depth. "D"
S.A.D. 2" CLR U-Lintel Block Note: 1. Lintel must be shored until mortar and grout attain design strength. 2. Special inspector or EOR must verify proper reinforcement placement prior to grouting, and verifyproper grout placement. 3. Masonry lintels shall have a minimum bearing of 8", U.N.O. 4. Masonry lintels shall not span further than specified in the table U.N.O. on plan. 5. shear ties shall hook around top and bottom reinf. alternate leg. 6. Lintel reinforcing shall extend outside the opening (40) bar diameters, each direction, see 17/-. NOMINAL SIZE (WxD) SPAN LONGITUDINAL REINFORCING 8x8 8x12 MIN. UP TO 3'-4" 3'-4" TO 4'-8" (2) #4 BOT. (2) #5 T & B W #3 @ 8" O.C. stirrup w/ 180° hooks for lintel depths greater than 8" (Alternate hooks) see table TOP REINF., SEE TABLE Grout Solid after mortared CMU reaches sufficient strength Horiz. wall reinf., see plan T.O.W. S.A.D. 8x16 & 8x24 (2) #6 T & B 8x36 (2) #6 T & B UP TO 16'-0" UP TO 14'-0" N.T.S. TYPICAL REINF. AT OPENING AND EDGES OF CONCRETE WALLS 2412 ZMC10 T.O. FTG. T.O. SLAB T.O.WALL Discontinue intermediate reinf. at control joints Opening 3'-0" or greater Door Opening 1'-1" to 2'-11" Provide Bond BM sill w/ (2) TYP. Horz. bars Control Joint Lintel reinf, see plan & 11/- Foundation dowels w/ STD. hk Horiz. reinf. (laid on Bond BM units), hooked to vertical reinf. 8" MAX. 8" MAX. lap1 2 16" MAX. (2) Full-ht bars E.S. of opng, TYP. #4 E.F., T&B, TYP. see note 3 Sleeve pipe 16" MAX., TYP. (2) #5 HDR Reinf or as noted on 11/- (2) #5 TYP. Hora. bars at top 8" MAX. @ corners @ end of wall 16" MAX., TYP. Full-height bars @ end of wall per 18/- 2'-0" or 40 bar diameters, TYP. 3 Notes: 1. Where opening width > 8'-0" use Con't. 2- #6. T&B 2. Omit at openings w/ width or depth < 16". 3. Where edge of concrete limits length of bar, extend bar as far as possible and use std hooks. 4. All trim bars to match typ. wall reinf. size. 5. Dowels to foundation to match vert. bars size & spc u.o.n. 6. All masonry full or half units, TYP. Con't. Horiz. reinf.thru C.J. as Req'd. at diaphragms 1 3 See note 1 89 2412 ZTD49 Bar size Minimum embedment length see table(hef.), U.O.N. on plans Drilled hole size, see tables 2" min. to the drilled hole Maximum hole diameter hef #3#4#5#6#7#8 12" Ø 5 8" Ø 3 4" Ø 1" Ø 6" 8" 10" 12" 14" 16" NOTES: 1. See specification for installation and material requirements. Use epoxy adhesive, U.O.N. Submit epoxy technical information to structural engineer for approval. 2. Use embedment length unless otherwise noted on plan or detail. Where thickness of existing concrete does not permit scheduled embedment, shorten embedment to maintain 2 in. minimum concrete cover at end of dowel. Contact owner's representative where scheduled embedment cannot be met. 3. Do not damage existing reinforcing when drilling. 4. Handheld rotary percussion hammer drills with a medium or light impact may be used. 5. Holes are to be drilled dry prior to epoxy placement, unless otherwise permitted. See manufacturer recommendation. Clean hole with a circular wire or nylon brush to remove loose material; use oil-free compressed air to blow out hole. 6. Slowly insert rod or bar while turning one full rotation. Do not disturb the dowel until epoxy has cured. 7. Sawcut ends of bar to achieve required depth. 8. Test dowels in tension to loads shown in table as required by specifications. Reinf, bar dowel, see dwgs for size and location #9 1 1/8" Ø 1 1/4" Ø 1 1/2" Ø 18" Tension Test load (lbs) 2,700 4,800 7,500 11,000 14,500 19,000 24,000 Rod diameter Maximum hole diameter hef. 12" 5 8" 3 4" 7 8" 1" 12" Ø 5 8" Ø 3 4" Ø 1" Ø 6" 8" 10" 12" 14" 16" 1 14" 1 14" Ø 1 3 8" Ø 18" 1,400 2,600 4,100 6,000 8,300 11,000 18,000 THREADED RODS 3 8" 7 8" Ø * Follow unless otherwise recommended by manufacturer. * Follow unless otherwise recommended by manufacturer. REBAR TYPICAL EPOXY GROUTED DOWELS SCHEDULE Tension Test load (lbs) BAR LAP SPLICE & DEVELOPMENT LENGTH SCHEDULE 2412 ZTD50 CONC STRENGTH (4000psi ≤ f'c < 5000psi) Bar Size (db) #3#4#5#6#7#8#9 #10 #11 Dev. Length (Ld) 15" 19" 24" 29" 42" 48" 54" 61" 67" STD HK Dev. Length (Ldh) 6" 8" 12" 14" 18" 22" 26" 31" 37" 20" 25" 31" 38" 55" 62" 70" 79" 87" CONC STRENGTH (3000psi ≤ f'c < 4000psi) #3#4#5#6#7#8#9 #10 #11 Dev. Length (Ld) 17" 22" 28" 33" 48" 55" 62" 70" 78" 6" 9" 13" 17" 21" 25" 30" 36" 42" 22" 29" 36" 43" 63" 72" 81" 91" 100" CONC STRENGTH (f'c = 2500psi) #3#4#5#6#7#8#9 #10 #11 Dev. Length (Ld) 18" 24 30" 36" 53" 60" 68" 77" 85" 710" 14" 18" 23" 28" 33" 39" 46" Lap Splice Length (Lst) 24" 32" 39" 47" 69" 78" 88" 99" 110" Notes: 1. Lap splice and development lengths for concrete assume normal weight concrete (unit weight greater than 145 PCF), U.O.N. 2. Lap splice and development lengths for masonry assume 8" wide, medium weight CMU w/ type M or S mortar, w/ all rebar centered on CMU 3. Rebar yield strength, fy=60ksi 4. Splice shall be contact lap splices, except where noncontact splices are indicated on drawings. At noncontact splices space bars maximum 20% of lap length, 6 inches maximum on center. 5. Where different bar sizes are spliced in tension, the splice length for the smaller bar shall govern 6. Do not align multiple splices except where indicated on drawings, stagger splices by at least 50%Lst 7. All splices listed are assumed to be Class , and non-bundled bars 8. clar spacing of rebar assumed to be 2db, and clear cover is assumed to be at least db MASONRY STRENGTH (f'm = 2000psi) #3#4#5#6 STD HK Dev. Length (Le) 5" 7" 9" 10" Lap Splice/Dev. Length (Ld) 12" 14" 20" 28" Lap Splice Length (Lst) Lap Splice Length (Lst) STD HK Dev. Length (Ldh) STD HK Dev. Length (Ldh) Bar Size (db) Bar Size (db) Bar Size (db) 0 3 6 12 2412 Z03 INTERIOR CMU WALL FTG T.O. MAT Varies, S.A.D. CMU wall, see plan & S.A.D. Note: For additional notes, see 3/-. CONC. mat slab, see plan for reinf. 3" Splice as Req'd., see schedule Waterproofing, S.A.D. T.O. CURB S.A.D. 0 3 6 12 1 1 2412 Z05 EXTERIOR CMU OVER MAT SLAB 1'-6" MIN. CMU wall MMat slab, sloped to drain Same as mat reinf. Splice to mat reinf. (2) #4 3" MIN. 3" CLR. 8" 26" MIN. Approved subgrade Soil Porcelain tile w/ bonded facade system, S.A.D. 4"-8" 12" clean crushed rock Mat Reinf. Pavers, S.L.A.D. T.O. FTG. T.O. MAT VARIES Key as Req'd. [ALT: Construction joint w/ 14" average roughened surface.] S.A.D. F.O.C. F.O.W. wpfg, S.A.D., TYP. Filter fabric, S.A.D., TYP. S.S. weep screed, per Manf. Recm'd Lap vert. wall reinf. Wall dowels to match size & spc of wall reinf. - 0 3 6 12 TYP. WALL CMU REINFORCING 2412 ZCF22 (2) TYP. Vert. bar at ends & jambs AT INTERSECTION (1 CURTAIN) 2 CURTAIN SIMILAR Horiz Reinf., see plan Grout & Reinforce all cells Intersection bars to match Horiz. reinf. AT CORNER (1 CURTAIN) 2 CURTAIN SIMILAR Horiz Reinf., see plan, TYP. Corner bars to match Horiz. reinf. WALL PIER DETAIL (1 CURTAIN) 3'-0" MAX. Grout & Reinforce all cells Horiz. reinf., TYP. Break out top 4" of CMU shell at corners (2) TYP. Vert. bar full height Lap, TYP. Grout & Reinforce all cells Alternate courses at corners, see TEK05-09A Lap Lap Alternate courses 2" CLR., TYP. Notes: 1. Vertical bars shall be one length between floor/roof levels and placed in double open ended block units. 2. Fill all cells with grout. WALL PIER DETAIL (2 CURTAINS) See plan TYP. Vert. bars @ 8" O.C., E.F. Additional ties where occurs, see plan & 12/S5.6 #3 Cross ties @ 8" O.C. TYP. Vert. bar @ 8" O.C. #3 Ties @ 16" O.C. (Alternate hooks) #3 Ties @ 8" O.C. see plan 2" CLR.2" CLR. Additional vertical bars, where occurs, see plan Grout & Reinforce all cells AT END OF WALL OR JAMBS (1 CURTAIN) STD. hook AT END OF WALL OR JAMBS (2 CURTAINS) #3 "U" ties @ 16" O.C., TYP. @ 8" O.C. @ clerestory Cols. (2) additional vertical bars where occurs, see plan 2'-0" lap horiz. reinf. #3 @ 8" O.C. cross tie @ additional bars (alternate hooks) 0 3 6 12 TYPICAL CONTROL JOINT IN CMU 2412 ZCMU02 12 w Caulking / Sealant Smooth dowel to match dia. & spacing of horizontal reinf., apply bond breaker to entire length & cap to allow for 1" horizontal movement Horiz reinf., see plan Provide additional vertical bars to match vertical wall reinforcing, both sides of joint Provide additional vertical bars to match vertical wall reinforcing, both sides of joint 4'-0" eq. eq. 2" typ. 2" typ. sim joints to occur at 25'-0" O.C. max., typ. joints to occur at ALTERNATE 25'-0" O.C. max., typ. ℄ Control joint @ 1.5 wall height, ≥ 25'-0" O.C., MAX., S.A.D. W 3 8" to 12" Vert reinf., see plan Backer rod 0 3 6 12 8" MIN. 9" Note: See plans and arch. dwgs. for location and depth of depression "D". D D 2412 TD05 Same size and spacing as TYP. reinf. For D between 3" and 12" For D less than or equal to 3" TYP. slab reinf. S.A.D. for edge cond. #4 bar at top and bottom Con't. 8" MIN. 2'-0" TYPICAL DEPRESSED SLAB 0 3 6 12 2412 ZCMU03 12 w 4 hr Rated cont. sealant Horiz reinf. #5 at end of wall (2) #5 Vertical MIN., at ends 2" typ. W 3 8" to 12" Vert reinf. Backer rod 2" CLR., TYP. fence wall wall under small BLDG Ceramic fiber-felt Pre-molded joint filler TYP. Grout reinforced cells, MIN TYPICAL EXPANSION JOINT IN CMU WALL PLAN 0 3 6 12 2412 Z10 3" CLR, TYP. S.A.D. PAVING OVER DEPRESSED MAT T.O. MAT Varies Note: For additional notes, see 3 & 5/-. Finish grade, S.L.A.D. Waterproofing, S.A.D. 8" Wide concrete curb Key as Req'd. F.O.C. F.O.W. CONC. mat slab, sloped to drain, see plan for reinf. 26" MIN. 1 1 See plan Cont. #5 S-dowel to match mat slab size & spc Lap, E.S. S-dowel to match mat slab & spc Lap, E.S. D CMU wall 2 KC The City of Good Living CITY OF SAN CARLOS CA L I FOR N I A DOWNTOWN PLAN IMPLEMENTATION PHASE IA - HARRINGTON PARK CONSTRUCTION DOCUMENTATION CIVIL ENGINEER CSW|ST2 504 REDWOOD BLVD, STE 310, NOVATO, CA 94947 415.883.9850 ARCHITECT | ENGINEER WARE ASSOCIATES, INC. 440 GRAND AVE, STE 250 OAKLAND, CA 94610 510.992.9888 WARE-ARCHITECTS.COM ELECTRICAL ENGINEER AURUM CONSULTING ENGINEERS 404 W FRANKLIN ST, STE 100, MONTEREY, CA 93940 831.646.3336 WATER FEATURE FLUIDITY DESIGN 724 S SPRING ST #1401, LOS ANGELES, CA 90014 213.739.9291 IRRIGATION DESIGN RMA 2670 CAMINO DIABLO, WALNUT CREEK, CA 94597 925.939.3985 LIGHTING DESIGN HLB LIGHTING 785 MARKET ST, STE 800, SAN FRANCISCO, CA 94103 415.348.8273 AUDIOVISUAL SALTER 130 SUTTER ST, FLOOR 5, SAN FRANCISCO, CA 94104 415.397.0442 LANDSCAPE ARCHITECT WALLACE ROBERTS & TODD, INC 120 2ND ST, 3RD FLOOR SAN FRANCISCO, CA 94105 415.575.4722 WRTDESIGN.COM OWNER CITY OF SAN CARLOS 600 ELM STREET SAN CARLOS, CA 94070 650.802.4264 8976.01 - DOWNTOWN IMPLEMENTATION PHASE 1A - 700 LAUREL ST AND HARRINGTON PARK DATE: 10/30/25 DRAWN BY: CHECKED BY: Sheet Title: Sheet # REVISIONS DATE 12345 6 75% SUBMITTAL / BUILDING PERMIT 09/10/25 CANOPY/PAVILION STRUCTURAL ENGINEER STRUCTURECRAFT BUILDERS USA INC. 2225 N. 56TH STREET SEATTLE, WA 98103 100% SUBMITTAL / BID SET 10/30/25 REGISTERED PROFES IONAL ENGINEER JOHN QUINLAN WARENo. C 46323 C IV I L STATE OF CAL IFORNIA DM 0 3 6 12 1'-6" MIN. 2412 Z45 Mat slab Same as mat reinf. CONC. curb [ALT.: one wide curb] 3" CLR. 26" MIN. CMU wall 4"-8" Finish grade varies, S.L.A.D. T.O. MAT S.A.D. F.O.C. F.O.W. Waterproofing, S.A.D. Filter fabric, S.A.D., TYP. 8" S.A.D. Note: For additional notes see 3/-. Metal stud wall per 18/S2-504 EXTERIOR CMU AND PLUMBING CHASE OVER MAT RCKW clip w/ 3 8" TitenHD to curb, (3) #10 to stud @ EA stud 1 Neighbors BLDG S.A.D. 6 S2-502 FACILITIES BUILDING FOUNDATION & CONCRETE DETAILS November 10, 2025 Packet Pg. 884
12 6 0 3 6 12 Pavers, see plan & S.L.A.D. 2412 Z09 T.O.CONC. LANDING S.A.D. Door, S.A.D. Mat slab Note: For additional notes see 5&7/S2-503. Filter fabric 4"-8" free-draining 12"-3 4" clean crushed drain rock drainage system, see Geotechnical Engineer's report, TYP. Waterproofing, S.A.D. #5 @ 16" centered, E.W. 2 T.O.MAT S.A.D. #4 nosing bars #3 @ 24" O.C., (2) MIN. per tread Riser, S.A.D. Tread, S.A.D. (2) #5 T&B 1'-3" MIN. S.A.D. Handrail beyond, TYP. S.A.D. MECHANICAL ROOM STAIR SECTION Conc. beam6" MIN. Slope, S.A.D. Slab, see #3 Closed ties plan @6" 2"-3" 4" Ø perforated PVC foundation subdrainage, slope to sump pump and provide clean-out at origin, TYP. Undisturbed approved (see Geotechnical Engineer's Report) native soil, sloped to drain INTERIOR EXTERIOR Lap Lap Geofoam fill material 1'-2" Conc. wall beyond 10-7- 0 3 6 12 PLUMBING CHASE SECTION 2412 Z09 T.O.MAT S.A.D. RESTROOM Mat slab Note: For additional notes see 3/S2-502 & 6/S2-503. LAP Filter fabric 4"-8" free-draining 12"-3 4" clean crushed drain rock , TYP. Waterproofing, S.A.D. (2) #4 C MECHANICAL ROOM S.A.D. #5 @ 16" centered, E.W., vert. bars act as CMU wall dowels Metal stud, W.O., S.A.D. T.O.MAT S.A.D. 18 0 3 6 12 1'-6" MIN. 2412 Z23 8" Grout filled CMU wall, see plan CONC. mat slab, see plan Same as mat reinf. CONC. curb, S.A.D. for Elev. [ALT.: one wide curb] 3" CLR. 8" 26" MIN. Tile w/ bonded facade system, S.A.D. 4"-8" Finish grade varies, S.L.A.D. T.O. FTG. T.O. MAT VARIES S.A.D. F.O.C. F.O.W. Waterproofing, Filter fabric, S.A.D. S.A.D., TYP. Sill track, see 9/S2-504 6" Varies, S.A.D. Note: For additional notes see 3/S2-502 & 6/S2-503. 5 8" Ø @ 4'-0" O.C., Galv. 43 Mil stud wall, see plan & 5/S2-504 EXTERIOR CMU AND METAL STUD OVER MAT SLAB - 8 0 3 6 12 15 LAVATORY SUPPORT 2412 Z26 35 8" 54 Mil stud wall LG PW-24 @ 4'-0" O.C. by Clark Dietrich 6"x or 4x Box blocking w/ clips EA end, T&B at lavatory attachments Lavatory, see manufacturer drawings for connection to wall 5 8" Ø @ 4'-0" O.C., Galv. 18 GA. sill track w/ G90 coating Soap Dispenser, S.A.D. Canopy beyond, see planT.O.WALL S.A.D. T.O.CURB S.A.D. Pavers, see plan, S.L.A.D. MSSC4.25 KW @ 4'-0" O.C. W/ Titen HD 4-8 inches of drain rock over Geotech. Approved prepared Subgrade 26" MIN. #4 @ 12" O.C., E.W., E.F. S.A.D. 4"-8" E KC The City of Good Living CITY OF SAN CARLOS CA L I FOR N I A DOWNTOWN PLAN IMPLEMENTATION PHASE IA - HARRINGTON PARK CONSTRUCTION DOCUMENTATION CIVIL ENGINEER CSW|ST2 504 REDWOOD BLVD, STE 310, NOVATO, CA 94947 415.883.9850 ARCHITECT | ENGINEER WARE ASSOCIATES, INC. 440 GRAND AVE, STE 250 OAKLAND, CA 94610 510.992.9888 WARE-ARCHITECTS.COM ELECTRICAL ENGINEER AURUM CONSULTING ENGINEERS 404 W FRANKLIN ST, STE 100, MONTEREY, CA 93940 831.646.3336 WATER FEATURE FLUIDITY DESIGN 724 S SPRING ST #1401, LOS ANGELES, CA 90014 213.739.9291 IRRIGATION DESIGN RMA 2670 CAMINO DIABLO, WALNUT CREEK, CA 94597 925.939.3985 LIGHTING DESIGN HLB LIGHTING 785 MARKET ST, STE 800, SAN FRANCISCO, CA 94103 415.348.8273 AUDIOVISUAL SALTER 130 SUTTER ST, FLOOR 5, SAN FRANCISCO, CA 94104 415.397.0442 LANDSCAPE ARCHITECT WALLACE ROBERTS & TODD, INC 120 2ND ST, 3RD FLOOR SAN FRANCISCO, CA 94105 415.575.4722 WRTDESIGN.COM OWNER CITY OF SAN CARLOS 600 ELM STREET SAN CARLOS, CA 94070 650.802.4264 8976.01 - DOWNTOWN IMPLEMENTATION PHASE 1A - 700 LAUREL ST AND HARRINGTON PARK DATE: 10/30/25 DRAWN BY: CHECKED BY: Sheet Title: Sheet # REVISIONS DATE 12345 6 75% SUBMITTAL / BUILDING PERMIT 09/10/25 CANOPY/PAVILION STRUCTURAL ENGINEER STRUCTURECRAFT BUILDERS USA INC. 2225 N. 56TH STREET SEATTLE, WA 98103 100% SUBMITTAL / BID SET 10/30/25 REGISTERED PROFES IONAL ENGINEER JOHN QUINLAN WARENo. C 46323 C IV I L STATE OF CAL IFORNIA DM 0 3 6 12 SHADE COLUMN BASE DETAIL 2412 Z35 2" MAX. high strength non-shrink grout T.O.TILE S.A.D. 4-8 inches of drain rock over Geotech. Approved prepared Subgrade 26" MIN. Pavers, see plan, S.L.A.D. T.O.CURB S.A.D. Curb, see plan Canopy GLC
by others
18" Ø canopy pier,
see plan & 13/- 12" Expansion
joint
Porcelain tile top, S.A.D. Marine grade
plywood Note: For additional notes see 18/-. Mat slab reinf. per plan (2) Nuts w/ 12"x13 4" SQ. washer (4) PAB5 (5 8"Ø F1554 gr36 threaded rods) E 18" MIN 9 TYPICAL PIER SECTION 0 3 6 12 2412 ZTD12 (6) #5 equally spaced, STD HK E.S. #3 spiral @ 3" w/ (3) full turns T&B Ø18" Concrete pier 2" Clr. formwork/Sonotube Note: See Timber Engineer Drawings for additional information. 13 TYPICAL HANDRAIL AND STAIR TREADS 0 1' 2' 4' 2412 ZSUADA03 12" 4'-0" MAX., TYP. Handrail, 112"Ø STD. pipe, Galv. 3'-0"
TYP. 112"Ø STD. pipe, Galv. tread
3'-0"
TYP.

Concrete steps, see detail 6/- Block out grout pocket, TYP. Avoid cutting through reinforcing 12" 2 12" 1" R 12" (4) 14" x 14" grooves 12" spacing between NOTES: 1. STAIRS TO BE SMOOTH CONC. W/ LIGHT BROOM FINISH. 2. SEE PLANS FOR NUMBER OF STEP RISERS. 3. TREADS TO BE SLIP RESISTANT & BUILT SO THAT WATER WILL NOT ACCUMULATE ON THEM. 4. EQUAL RISER HEIGHTS, TYP., DETERMINE HEIGHT USING ELEVATION OF TOP STEP AND LANDING AT BOTTOM DIVIDED BY NUMBER OF RISERS SHOWN IN PLANS, IF BOTTOM LANDING HAS CROSS SLOPE USE HIGH POINT TO DETERMINE TYPICAL RISER HEIGHT. 5. MINIMUM RISER HEIGHT 5", MAXIMUM RISER HEIGHT 7", NOTIFY ARCHITECT OF ANY DISCREPANCY. 6. DESIGN INTENT SHOWN ONLY, PROVIDE SHOP DRAWINGS FOR APPROVAL BY ARCHITECT. 7. ALL HANDRAIL EDGES SHALL HAVE A MINIMUM RADIUS OF 18". 8. BLOCK OUT 8" FOR POST W/ POST SLEEVE. DO NOT CORE DRILL. SET WITH QUICK SET NON-SHRINK GROUT. COLOR TO MATCH ADJACENT PAVING. 9. WHEN HANDRAIL IS LOCATED ADJACENT TO A WALL KEEP HANDRAIL 1 12" CLEAR OF WALL. 10. ALL STEEL SHALL BE GALVANIZED. SEE SPECS FOR ADDITIONAL INFO., TYP. 11. PROVIDE PAINTED 70% CONTRAST STRIPES OVER GROOVES (2" MIN.) FOR THE FULL WIDTH OF THE UPPER APPROACH TREAD AND THE LOWEST TREAD USING TWO-PART WATERBASE, EPOXY PAINT WITH NON-SKID ADDITIVES WITH MINIMUM 5 YEAR WARRANTY, BY NATIONAL, BENJAMIN MOORE, OR EQUAL. COLOR BLACK GREY, RAL 7021. APPLY IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 12. ALL WELDS BETWEEN PIPES TO BE 18" PJP SINGLE/DOUBLE BEVEL WELDS, GROUND SMOOTH. TREADS R 12" 0 3 6 12 5 CONCRETE STAIR LANDING2412 Z43 T.O. CONC. LANDING S.A.D. RESTROOM Note: For additional detail see 9/-. (2) #4 4"-8" T.O. MAT S.A.D. Metal stud, S.A.D. T.O.MAT S.A.D. Curb, S.A.D. MECHANICAL ROOM LAP C 0 3 6 12 CONCRETE STAIR LANDING Handrail, 112" Ø STD. pipe, Galv. 2412 Z44 Note: For additional detail see 6/-. 4"-8" Conc. stair beyond T.O. MAT S.A.D. 6" Conc. wall S.A.D. Conc. BM T.O.LANDING S.A.D. 6- 10 7 S2-503 FACILITIES BUILDING DETAILS 0 3 6 12 2412 Z48 Note: For additional detail see 3/S2-502 & 6/-. (2) #5 #5 @ 16" centered, E.W., Vert. bars act as CMU wall dowels T.O. MAT S.A.D. MECHANICAL ROOM RETAINING WALL T.O. FINISH GRADE S.A.D. See 14/A2-901 for drainage concrete w/ curb 1 Lap 0 3 6 12 2412 Z49 opng>10" 2x largest eff opng effective opng 2x largest eff opng opng<4" Notes: 1. All vert. reinf. to remain continuous 2. Vert. trim bars may be omitted for single openings < 4" that do not interupt wall reinf. 3. All trim bars to match single/dbl curtain & size of wall reinf, U.O.N. 4. Cover requirements per 6/S2-501 5. No openings within 15% wall length or 2x wall thickness from edge of wall TYP. OPENINGS & PENETRATIONS IN CONCRETE WALL Discont. TYP. horz. wall reinf. w/ STD. hook @ opng Vert. trim bar E.S. of opng, lap E.S. w/ TYP. vert. reinf. Diagonal trim bars where eff opng > 10" Horz. add bar full length of wall 16 November 10, 2025 Packet Pg. 885
151413 121110 7 54 1 8 N.T.S. TYPICAL HOLES IN STUDS 2412 ZMS10 Center line of web hole length hole width hole spacing CL CL hole edge distance CL Bearing condition 10" min. end dist. min. hole center-center spacing 4" max. hole length 112" max. hole width N.T.S. TYPICAL STUD WEB HOLE PATCH 2412 ZMS11 Stud joist or rafter #8 screws @ 1" O.C. Solid steel plate, c-shape, or track w/min thickness as stud Hole not to exceed 13 of stud width Notes: No pre-punched holes in wall studs within 12" from the end of the stud. For ceiling framing, no pre-punched holes within 6" of the bearing points. 2" typ 2412 ZMS12 N.T.S. TYPICAL WALL BRIDGING Track blocking @ each end of wall openings and intermittently @ 12'-0" O.C. in long walls MIN. of one #8 screw @ each strap to stud 1 12" x 33 MIL strap (TYP.) (2) #8 screws @ strap to blocking Note: Number of rows of bridging as Req'd. by design, @ 4'-0" O.C. MIN. [Alt: Use LSUBH3.25 MIN. by Simpson or Swiftclip L-Series @ ends and FastBridge clips & 150U50-54 channel by ClarkDietrich] Wall framing 2412 ZMS36 Sheathing, see plan Solid bridging @ ea. end and 12'-0" O.C., bridging to be 33mil track or "C" shape TYP. joist RCA22X w/ (3) #10 screws at EA. leg (1) #10 screw, TYP at EA. joist Continuous 1-12" wide (MIN.) x 33 mil strap to bottom of joists N.T.S. JOIST BRIDGING Note: Joist bridging @ 13 points of joist span (8'-0" MAX. spc). N.T.S. 2412 ZTD29 BLOCKED B 6 #8F 12 E 6 CDX 3/4" Boundary fastening
Edge fastening
Field fastening
Diaphram boundary
Joist (below)
Panel edge
Plywood thicknessPlywood grade (CDX or STRUCTURAL I) Common fastener size Boundary fastener spacing (" O.C.) Edge fastener spacing (" O.C.) Field fastener spacing (" O.C.) Blocking required at all panel edges SHEATHING NOTATION EXPLANATION OF FASTENERS Sheathing notation detail Note: For spacing less than
3" O.C., stagger fasteners in
two lines (212" flange MIN)
Blocking below,
if Req'd, see 14/- ROOF/FLOOR SHEATHING NOTATION 0 3 6 12 DRAG STRUT SECTION2412 Z06 T.O. SHTG T.O. SHTG AB TYP Joists CONT strap w/ B.F. to BLKG, end length per MANF. BLKG to match TYP stud CONT strap per plan TYP JST w/ closure track, match thickness B.F. #10@12", TYP. (3)#10 BLKG/ JST, TYP Drag strut parallel to joists Drag strut PERP to joists Note: BLKG CONN to JST w/ modified/ bent web or RCA clip 2412 Z07 TYPICAL COLD FORMED WALL FRAMING N.T.S. #10 E.S., TYP Door or Window OPNGSill Mark HEADER SCHEDULE Con't. Top Track5 8" Ø AB @ 2'-0" O.C. MAX, 7" MIN. embedment Wall Bridging per 5/- Jamb Elements Box Header #10 E.S., TYP #10 E.S., TYP
Jamb Elements H1 Max Span 3' - 0" (1)XXXT200-43
(2)XXXT200-43
(1)XXXS200-43
Header Element(s) Jamb Element(s) H2 5' - 0" (3)XXXT200-43 (2)600S200-54 H3 10' - 0" (3)XXXT200-54
(2)1200S200-54 H4 15' - 0" (1)XXXS200-43 (1)XXXT200-43 (2)XXXS200-54 (1)XXXT200-43 (2)XXXS200-54 (1)XXXT200-43 (2)XXXS200-54 Table Notes: 1. XXX = stud width S.A.D. 2. All members to be continuous and unpunched (No knockouts) 3. Use of elemetns w/ larger depth, width and thickness are permitted. #10 screws may replace #8 screws 4. All screws w/ 3 threads exposed on back side of connected 5. At exterior walls, insulate header prior to installing sheathingRCA-54 w/ (3)#10 ea leg, TYP (6)#10 @
H3 & H4, TYP
Cripple Stud Cripple Stud
18" top track splice
w/ (12) #10 total Concrete slab/foundation A B End of wall Closure track Closure track #10@12" stag #10@12" TYPC Wall Corner #8@12" stag sim to C/- D Wall Intersection #8@12" #8@12"
stag E Box Beam F DBL Stud #8@12" TYP (Box Column) #8@12" TYP 3"x16ga strap E.S. G TYP Sill #8@12" stag #8@12" TYP (2)track+(1)stud H T.O.W. @ Corner (4)#8 I Top/btm track splice (20) #8 or (12)#10 18" stud or track J T.O.W. to Joists Defl'n track w/ (2)#10 to JST SHEATHING PANEL EDGE BLKG2412 Z08 Full-depth track, stud or joist, 33mil MIN B.F., TYP. 3 8" B.F., TYP. 112" 33mil steel flat strap w/ track per 5/- or 15/- AB Stud BLKG N.T.S. Strap BLKG 3 8" (1) #8 MIN @ ea stud 0 3 6 12 TYP. OPENING IN DIAPHRAGM 2412 ZTD39 CMSTC16 strap, end length per MANF., TYP. (install over sheathing) RCA227 w/ (3)#10 ea leg Notes: 1. MAX OPNG: 80"x80" 2. OPNG < 10"x10" require no special detailingBEAM BEAM HEADER
HEADER TYP JST TYP JST (Interupted) TYP JST (Interupted) Full depth blkg @ strap Skylight Framing: A) Less than 3 joists interupted: - BEAM: DBL JST (back to back, w/ #10@12" stag) - HEADER: TYP JST & closure track w/ #10@12" stag B) 3 to 5 Joists interupted:
- BEAM: Box BM per 13/S2-504 - HEADER: Box BM per 13/S2-504 B.F. TYP KC The City of Good Living CITY OF SAN CARLOS CA L I FOR N I A DOWNTOWN PLAN IMPLEMENTATION PHASE IA - HARRINGTON PARK CONSTRUCTION DOCUMENTATION CIVIL ENGINEER CSW|ST2 504 REDWOOD BLVD, STE 310, NOVATO, CA 94947 415.883.9850 ARCHITECT | ENGINEER WARE ASSOCIATES, INC. 440 GRAND AVE, STE 250 OAKLAND, CA 94610 510.992.9888 WARE-ARCHITECTS.COM ELECTRICAL ENGINEER AURUM CONSULTING ENGINEERS 404 W FRANKLIN ST, STE 100, MONTEREY, CA 93940 831.646.3336 WATER FEATURE FLUIDITY DESIGN 724 S SPRING ST #1401, LOS ANGELES, CA 90014 213.739.9291 IRRIGATION DESIGN RMA 2670 CAMINO DIABLO, WALNUT CREEK, CA 94597 925.939.3985 LIGHTING DESIGN HLB LIGHTING 785 MARKET ST, STE 800, SAN FRANCISCO, CA 94103 415.348.8273 AUDIOVISUAL SALTER 130 SUTTER ST, FLOOR 5, SAN FRANCISCO, CA 94104 415.397.0442 LANDSCAPE ARCHITECT WALLACE ROBERTS & TODD, INC 120 2ND ST, 3RD FLOOR SAN FRANCISCO, CA 94105 415.575.4722 WRTDESIGN.COM OWNER CITY OF SAN CARLOS 600 ELM STREET SAN CARLOS, CA 94070 650.802.4264 8976.01 - DOWNTOWN IMPLEMENTATION PHASE 1A - 700 LAUREL ST AND HARRINGTON PARK DATE: 10/30/25 DRAWN BY: CHECKED BY: Sheet Title: Sheet # REVISIONS DATE 12345 6 75% SUBMITTAL / BUILDING PERMIT 09/10/25 CANOPY/PAVILION STRUCTURAL ENGINEER STRUCTURECRAFT BUILDERS USA INC. 2225 N. 56TH STREET SEATTLE, WA 98103 100% SUBMITTAL / BID SET 10/30/25 REGISTERED PROFES IONAL ENGINEER JOHN QUINLAN WARENo. C 46323 C IV I L STATE OF CAL IFORNIA DM S2-504 FACILITIES BUILDING FRAMING DETAILS 0 3 6 12 TYPICAL BOX BEAM2412 Z52 14" MAX. Ledger track Cont. @ box BM Box BM Trim studs, extend flanges to overlap box Col, w/ (6) #10 screws RCA223/97 w/ (3) screws EA leg Ledger track discont. @ box BMNote: Box BM from (2) 1200TDW24-200-97 (2)362T150-54, w/ #10@12" E.S. track/stud U.O.N. Strap per plan A B Box BM Box Col. B.F. B.F. MSJC10.25 w/ (4)TitenHD Ø3/8"x5" & (7)#10 @ inner row E.S. of box BM S/LTT20 (2) #10 T&B N.T.S. LIGHT-GUAGE METAL NOMENCLATURE 2412 Z53 MEMBER DEPTH: (Example: 6"= 600 x 1100 inches) All member depths are taken in 1100 inches. For all "T" sections member depth is the inside to inside dimension. 600 S 162 - 54 STYLE: (Example: Stud or joist section = S) The four alpha characters utilized by the designator system are: S = Stud or joist sections T = Track section U = Channel sections F = Furring channels sections L = Angle MATERIAL THICKNESS: (Example: 0.054 in. = 54 mils; 1 mil = 11000 in.) Material thickness is the minimum base metal thickness in mils. Minimum base metal thickness represents 95% of the design thickness. FLANGE WIDTH: (Example: 15 8" = 162 x 1100 inches) All flange widths are taken in 1100 inches. THICKNESS-LIGHT GAUGE STEEL COMPONENTS THICKNESS (MILS) DESIGN THICKNESS GAUGE 18 0.0188 25 27 0.0283 22 33 0.0346 20 43 0.0451 18 54 0.0566 16 68 0.0713 14 97 0.1017 12 6 2412 Z54 N.T.S. EQPT. ANCHORAGE AND ARCH. BLOCKING (4) #10 EA. side Match TYP. stud, U.O.N.

November 10, 2025 Packet Pg. 886
54 321 FACILITIES BUILDING ROOF DETAILS 0 3 6 12 2412 Z19 JOISTS PERPENDICULAR TO EXTERIOR WALL T.O.PW S.A.D. Roofing, S.A.D. 1 T.O.Parapet S.A.D. T.O.W S.A.D. B.F. 12"Øx4" TitenHD @ 16", stag, position on CMU per Manuf. 12"Øx4" TitenHD S/LTT20 @ 48" w/ 12"Øx4" TitenHD @ CMU TYP. joist #10 T&B 1200TD200-97 ledger track to joist CMU wall (3) #10 0 3 6 12 2412 Z18 2 Note: Framing @ overhang similar to detail 7/-, U.O.N. For additional notes, see 5/-. Strap per plan Stud BLKG to match joist T.O.PW S.A.D. COILING SERVICE DOOR TOP CONNECTION Lintel BM, see plan & 11/S2-502 A Roof sheathing (2) P.A.F. to grout P.A.F. @ 8" Bond BM block B.F. 2"x2"x33mil CFS angle Roofing, S.A.D. 1'-712", S.A.D. 0 3 6 12 2412 Z20 JOISTS PERPENDICULAR TO EXTERIOR WALL #10 T&B ledger track to joists B.F. Roofing, S.A.D. Note: For additional notes see 1/-. Bond beam block 2"x2"x33mil CFS angle (2) P.A.F. to grout CMU wall T.O.PW S.A.D. T.O.W S.A.D. Joist 2A 1200TD200-97 Stud BLKG to match Joist P.A.F. @ 8" (3) #10 0 3 6 12 2412 Z21 T.O.PW S.A.D. T.O.W S.A.D. ROOF FRAMING AT NEIGHBORING BUILDING Roof sheathing S/LTT20 @ 48" w/ 12"Øx4" TitenHD @ CMU Roofing, S.A.D. Note: For additional notes see 1/-. Neighbors building 1 B.F. RCA223-54 w/ (3) #10 @ EA leg, align w/ BLKG above Partition wall CMU wall 4'-0" of full height BLKG @ 2'-0" O.C. along this CFS wall 12"Øx4" TitenHD @ 16", stag Box BM built in place after fastened to CMU wall Condensate seal, S.A.D. 600T150-54 top track (not defl'n track) KC The City of Good Living CITY OF SAN CARLOS CA L I FOR N I A DOWNTOWN PLAN IMPLEMENTATION PHASE IA - HARRINGTON PARK CONSTRUCTION DOCUMENTATION CIVIL ENGINEER CSW|ST2 504 REDWOOD BLVD, STE 310, NOVATO, CA 94947 415.883.9850 ARCHITECT | ENGINEER WARE ASSOCIATES, INC. 440 GRAND AVE, STE 250 OAKLAND, CA 94610 510.992.9888 WARE-ARCHITECTS.COM ELECTRICAL ENGINEER AURUM CONSULTING ENGINEERS 404 W FRANKLIN ST, STE 100, MONTEREY, CA 93940 831.646.3336 WATER FEATURE FLUIDITY DESIGN 724 S SPRING ST #1401, LOS ANGELES, CA 90014 213.739.9291 IRRIGATION DESIGN RMA 2670 CAMINO DIABLO, WALNUT CREEK, CA 94597 925.939.3985 LIGHTING DESIGN HLB LIGHTING 785 MARKET ST, STE 800, SAN FRANCISCO, CA 94103 415.348.8273 AUDIOVISUAL SALTER 130 SUTTER ST, FLOOR 5, SAN FRANCISCO, CA 94104 415.397.0442 LANDSCAPE ARCHITECT WALLACE ROBERTS & TODD, INC 120 2ND ST, 3RD FLOOR SAN FRANCISCO, CA 94105 415.575.4722 WRTDESIGN.COM OWNER CITY OF SAN CARLOS 600 ELM STREET SAN CARLOS, CA 94070 650.802.4264 8976.01 - DOWNTOWN IMPLEMENTATION PHASE 1A - 700 LAUREL ST AND HARRINGTON PARK DATE: 10/30/25 DRAWN BY: CHECKED BY: Sheet Title: Sheet # REVISIONS DATE 12345 6 75% SUBMITTAL / BUILDING PERMIT 09/10/25 CANOPY/PAVILION STRUCTURAL ENGINEER STRUCTURECRAFT BUILDERS USA INC. 2225 N. 56TH STREET SEATTLE, WA 98103 100% SUBMITTAL / BID SET 10/30/25 REGISTERED PROFES IONAL ENGINEER JOHN QUINLAN WARENo. C 46323 C IV I L STATE OF CAL IFORNIA DM 0 3 6 12 2412 Z36 Roofing, S.A.D. Roof sheathingOVERHANG COLUMN BASE AT RESTROOM ROOF 6" Pipe col & cladding, see Timber Engineer Drawings 15- CMU wall CFS wall, see plan & 5/S2-504 T.O.PW S.A.D. T.O.W S.A.D. B.F. 2 6 89 S2-505 0 3 6 12 2412 Z46 OVERHANG WALL AT NEIGHBORS BUILDING 1 Neighbors building T.O.PW S.A.D. T.O.PARAPET S.A.D. 6" CFS overhang wall @ neighbor's BLDG to be built/finished prior to installation S.A.D.S.A.D. 8" CFS studs Box BM built in place after fastened to CMU wall TYP joist Drag strut per 4/S2-504 6"x54mil flat strap w/ (8)#10 to 6" CFS wall & (3) 12"Øx4" TitenHD to T.O. CMU 0 3 6 12 2412 Z22 SKYLIGHT SECTION B T.O.W S.A.D. Skylight, sloped to drain, install per Manuf. recommendation Roofing, S.A.D. CMU wall 5 8" Durock cement board, PTD., TYP. Roof sheathing (2) #10 EA stud #8 SMS @ 6" O.C., TYP. B.F., TYP. Metal stud curb wall TYP. joist P.A.F. @ 8" CMU TOP OF WALL AT COLUMN PLAN 0 3 6 12 2412 Z38 9- 8- 13 4" 13 4" ℄ COL. ℄ A.B. ℄ WALL ℄ COL. ℄ A.B. ℄ WALL CMU wall, see plan (2) 5 8" Ø x 12" threaded rod splice w/ (4) #4 vert. add bars (2) #6 full height chord bars spliced to A.B. Base PL by others Pipe Col. by others Note: TYP. wall reinf. per 18/S2-502. #3 Hairpins Base PL by others Pipe Col. by others D Metal stud wall, see plan & 5/S2-504 2 15 0 3 6 12 2412 Z39 Roofing, S.A.D. Roof sheathing T.O.PW S.A.D. TOP OF CMU WALL AT COLUMN 6" Pipe col & cladding, see Timber Engineer Drawings D CMU wall Note: Similar to detail 7/-. For additional notes see 7&15/- #3 hairpins (3) #10 to joist 0 3 6 12 2412 Z47 OVERHANG FRAMING AT GL D/1 Box BM w/ TitenHD @ CMU wall D T.O.WALL S.A.D. CMU property line wall beyond B.F. (3) #10 to box BM T.O.PARAPET S.A.D. 2"x2"X33mil CFS angle Cont. track or spliced per 1/S2-504 TYP. stud BLKG. B.F. E.S. B.F. B.F. Strap T.O. CFS wall to CMU wall per 3/- Note: For additional notes see 5/-. (2) 400S162-54 back-to-back, @ 24" w/ #10 @ 6". Notch lower joist around lighting fixture, S.A.D. RCKW5.5 @ upper joist w/ (2) 3 8Ø x4" TitenHD (3) #10 to box BM 0 3 6 12 7 2412 Z50 JOISTS PERPENDICULAR o/ INTERIOR WALL B.F.,typ (6)#10 (2) P.A.F. to grout CMU wall T.O.PW S.A.D. T.O.W S.A.D. Joist P.A.F. @ 8" Bond beam block, typ Stud BLKG to match Joist, typ web stiffener from TYP joist place vertically where punchout occurs above bearing wall 0 3 6 12 2412 Z51 JOISTS PARALLEL o/ INT. WALL B.F.,TYP. CMU wall T.O.PW S.A.D. T.O.W S.A.D. P.A.F. @ 8" Bond beam block, TYP. TYP joist cntd o/ CMU wall, TYP. (2) P.A.F. to grout 109 November 10, 2025 Packet Pg. 887
GENERAL STRUCTURAL NOTES The Contractor shall thoroughly review all of the drawings prior to beginning construction. If any discrepancies between the plans and details exist the Contractor shall call the Engineer for clarification. For member sizes, the plans shall generally take precedence over the details. Conform to the following except where more stringent requirements are specified. Refer to architectural drawings for the following: floor finishes; depressions and curbs on floors; opening required for windows, doors, ducts, vents, plumbing, etc; flashing, insets, anchorages and hangers for non-structural components, etc, embed in or attached to the structure; walks, paving, stairs, terraces, exterior grades, extensions of roof surface and locations of drains and partition walls. 01000 GENERAL 01310 PRECONSTRUCTION CONFERENCE Prior to beginning any construction, the Contractor shall schedule a Pre-Construction Conference with the Engineer, Geotechnical Engineer and the Architect to review the conventions and information shown on the plans, details, and specifications as well as the Construction Administration process to be followed during construction. This is also a time for the Contractor to ask any general questions of the design team that may be pertinent to the construction process. 01315 COORDINATION The Contractor shall coordinate Architectural and Structural requirements. Notify the Architect of any conflicts and do not proceed with the work until conflicts are resolved. COORDINATION OF DOCUMENTS 1. Waterproofing and drainage items shown on structural drawings are the design responsibility of others. 2. Refer to architectural and civil drawings for locations and sizes of the following items. 2.1. Anchor bolts, inserts and hangers for attachment of nonstructural components. 2.2. Items embedded in structural elements, including drains, sleeves, conduits, and boxes. 2.3. Non-bearing interior and exterior wall construction. 01330 SUBMITTALS Shop drawings of all steel frame fabrication shall be submitted for the Engineer's review. Items submitted for review shall have Contractor's approval and date indicated on each copy. Submit two copies in addition to copies desired to be returned to Contractor. The Engineer requires two weeks for a complete review of shop drawings. Once approved, if variations between the shop drawings and the original construction drawings (plans & details) exist, the shop drawings shall take precedence. 01400 STRUCTURAL TESTING AND INSPECTION 1. The following checklists are to assist the Contractor in scheduling of testing & inspection related to structural items. The work of other disciplines may require testing and inspection that is additional to the items listed below. 2. Refer to applicable provisions of the project specifications and the general conditions of the contract for Owner's representative, Owner's testing laboratory, and Contractor's responsibilities regarding testing and inspection. 3. Refer to project specifications for more detailed requirements for tests and inspections. The project specifications shall take precedence over the following checklists. 4. Special inspectors shall be qualified by training and experience for the required inspections and must be acceptable to the Owner's representative. Inspectors shall thoroughly review the applicable portions of the documents. Inspectors shall perform all duties and responsibilities as required by CBC Chapter 17. Provide Special Inspection in accordance with CBC Chapter 17 for the following work: 1705.2 Structural Steel Construction. For Pipe and HSS members, the Special Inspector shall be provided with mill certificates and material identification data and shall perform visual examination of seam welds inside and outside of the member. 1705.2.1 Shop Material Identification and high strength bolting inspection. 1705.2.1 Periodic inspection of material verification. 1705.2.1 Continuous inspection during the welding of any structural steel with single-pass fillet welds greater than 516" welds, multipass welds and complete and partial penetration groove welds in accordance with AWS D1.1. 1705.2.1 Continuous inspection during the field welding of any structural steel in accordance with AWS D1.1. 1705.2.1 Periodic inspection during the welding of any structural steel with single-pass fillet welds less than or equal to 516" in accordance with AWS D1.1. 1705.3.4 Installation of post-installed anchors in hardened concrete members a) Adhesive anchors in horizontally or upwardly inclined orientations to resist sustained tension loads. b) Mechanical anchors and adhesive anchors not defined in a). 1705.3.5 Verify use of required design mix for all Concrete Construction. 1705.3.6 Prior to concrete placement, take test specimens for compression strength tests for all Concrete Construction. 1705.6 Verify materials, densities and lift thickness during placed and compaction of controlled fill. 1705.6 Periodic inspection of materials below footings prior to placement of reinforcing steel, proper excavation depth, subgrade preparation. Field density tests should be taken for placement and compaction of engineered fill and backfill, and preparation of pavement subgrade. Full-time monitoring during placement and compaction of fills is required to verify that the project specification criteria are satisfied 1705.12.1.1Seismic force-resisting systems. Special inspections of structural steel in the seismic force-resisting systems in buildings and structures assigned to Seismic Design Category B,C,D,E, or F shall be performed in accordance with the quality assurance requirements of AISC 341. 1705.12.1.2Structural steel elements. Special inspections of structural steel elements in the seismic force-resisting systems of buildings and structures assigned to Seismic Design Category B,C,D,E,or F other than those covered in Section 1705.12.1.1, including struts, collectors, chords and foundation elements, shall be performed in accordance with the quality assurance requirements of AISC 341. Contractor shall call Building Official for inspection of all foundation steel and excavations prior to placing concrete. The Building Inspector shall notify the Engineer of any construction that is not in conformance with the Contract Documents. This notification shall be by telephone to (510) 922-9888, including leaving a message at the office of the Engineer as to the nature of the situation, with confirmation in writing. Contractor shall be immediately advised of any construction that, in Inspector's opinion, is not in conformance with the Contract Documents. 01401 CONSTRUCTION OBSERVATION The project Engineer-of-Record shall perform the structural observations per CBC Section 1704.6. The Project Engineer shall be retained by the owner to perform these structural observations per CBC Section 1704.6, reporting any observed deficiencies to the Owner, Contractor, and Building Official, and submitting a final summary report stating site visits have been made, noting any deficiencies, that corrective work has been completed, and that construction proceeded in accordance with the approved plans and applicable codes. Structural observation by the Engineer shall not be construed as special inspection. Contractor shall give the Engineer 48 hours notice prior to all required testing and observations, U.O.N. Contractor shall call Engineer for observation of: a. All foundation steel and excavations prior to placing concrete. b. Prior to the enclosing of forms for all reinforcing steel. c. The concrete reinforcement and verify placement. d. Cast-in anchor bolts installed in concrete, prior to and during placement. e. The seismic system and nailing, bolting, anchoring and other fastening to other elements of the light framed of the seismic force-resisting system, including shear walls, wood diaphragms, drag struts, shear panels and holdowns, where the fastener spacing is closer than 4 inches on center. f. All structural members and connections for conformance with the Construction Documents prior to concealment with finish materials. The Engineer's visits to the construction site are not intended, nor shall they be construed to include a review of the adequacy of the Contractor's safety measures. The Engineer is not responsible for construction means, methods, techniques, sequences or procedures of construction safety precautions - these are the sole responsibility of the Contractor. 01402 TYPICAL CONDITIONS Typical details apply to all construction except where shown differently elsewhere. 01403 SPECIFICATIONS The specifications shall govern where information is not given in these general structural notes or on the drawings. Where reference is made to standard specifications, the latest adopted revisions shall be used. 01404 SIMILARITY If certain features are not fully shown or called for on the drawings or specifications, their construction shall be of the same character as similar conditions that are shown or called for. 01405 EQUIPMENT SUPPORTS Provide mechanical and electrical equipment supports, anchorages, openings, recesses and reveals as required. At concrete, provide these items prior to casting concrete. 01406 EXISTING CONDITIONS Contractor shall inspect all existing conditions that affect the work shown and shall notify Engineer of any existing conditions which conflict with or differ from the new work shown. Contractor shall not proceed with the work until these conflicts and/or differences are resolved. Contractor shall verify locations and depths of all utilities prior to starting work and provide care when working next to existing utility lines and other structures to prevent any damage. Contractor shall field verify all dimensions prior to ordering material. 01408 BRACING AND SHORING The Contractor is solely responsible for the conduct of the work, including all construction means, methods, sequencing, and procedures; all bracing and shoring, and all site safety. The Contractor's responsibility for shoring shall include the basic design, assumed soils conditions and estimation of all forces to be resisted together with plans and specifications of the materials and methods to be used, and shall be prepared by a registered Civil Engineer or experienced Sub-Contractor who specializes in this type of work. The details shown in the structural drawings do not show temporary cuts or fills or shoring needed to construct the project elements. The Contractor should anticipate that temporary cuts, shoring, interim fills, and temporary fills may be needed to construct the improvements and include these costs for such work in the bid price for the project. The Contractor is solely responsible for the structure's temporary stability. The Contractor shall prevent damage and minimize movement or settlement of existing or new construction including the removal of shoring, backfilling of retaining walls, and any other action which imposes temporary loads on the structure and surrounding structures outside of the project limits prior to its final stable condition under design loading. The Engineer's site observation visits shall not be interpreted as a review of the Contractor's safety measures. 01420 DESIGN NOTES 01421 CODE 2022 California Building Code (based on International Building Code 2021 Edition). 01422 DESIGN LOADS Dead loads: in-place material weights with materials as shown in Construction Documents. Live loads (reduced per CBC Section 1607): Roofs (Flat / Sloping) …........………..................... 20 psf Floors ..............…………............…….................... 100 psf Concentrated loads, per CBC. Design Wind Pressure (MWFRS), Envelope Procedure, CBC 1609 & ASCE 7-22 : Exposure C, Basic Wind Speed 95 mph, I = 1.0 (Occupancy Category II): To 21' above ground …………………................ 25.3 psf, Seismic Force, Equivalent Lateral Force Procedure per CBC Section 1613: Seismic Design Category...................................... D Site Class.............................................................. D Occupancy Category II, Importance Factor............I = 1.0 Fundamental Period.............................................. T = 0.11s Mapped Short Period Acceleration........................ Ss = 1.82g Design Short Period Acceleration.......................... Sds = 1.21g Mapped One Second Period Acceleration............. S1 = 0.75g Design One Second Acceleration.......................... Sd1 = 1.27g Allowable Soil Bearing Pressures (A.S.D., U.O.N.) Strip and Conventional Spread Footing Dead + Live Loads.................................................. 2,000 psf Dead + Live + Lateral Loads................................... 2,667 psf Mat Foundation (net value weight may be neglected) Dead + Live Loads, mat.......................................... 2,000 psf Dead + Live Loads, walls & columns loads............. 3,000 psf Dead + Live + Lateral Loads................................... 2,667 psf Allowable Soil Lateral Capacities of Foundation Elements Friction Factor between soil and footing.......... 0.35 Passive Earth Pressure................................... 350 pcf (neglect the upper 12" unless soils are confined by concrete or pavements) Ultimate passive soil resistance............................... 3,000 psf Friction and passive pressure resistance can be combined linearly. Active Lateral Earth Pressure for Level Backfill The above soil pressures assume drained conditions. Unrestrained.............................................................. 45 pcf EFP (Equivalent Fluid Pressure) Restrained................................................................. 45 pcf EFP+8H Pier Foundation Pressures and Skin Friction (A.S.D., U.O.N.) Maximum skin friction on sides of piers (ignore upper 3 feet): Dead plus Live Load.............................500 psf, typ. 800 psf, typ. in dense gravels and bedrock material Dead plus Live plus Wind or Seismic....667 psf, typ. 1,067 psf in dense gravel and bedrock material Passive Lateral Resistance (over two pier diameters into firm bedrock) Dead plus Live Load plus Lateral..........250 psf The above soil pressures assume drained conditions. 02000 FOUNDATIONS 02100 FOUNDATION ON GRADE Clear project area of all organic matter before beginning work. Place foundations on undisturbed non-expansive soil, a minimum of 1'-6" below the existing ground surface. If organic material or poor soil is observed excavate foundations until firm undisturbed soil can be found. 02150 RETAINING WALLS Do not backfill against any concrete or masonry retaining walls until they have achieved design strength. At retaining walls that are backfilled prior to completion of structure, provide bracing as necessary to support retaining walls until adjacent structure has been completed and has achieved design strength. Filter fabric shall be Mirafi 140NC or approved equal and shall totally encase the drain rock. 02260 HAZARDOUS MATERIALS The Engineer has no responsibility for the management of hazardous materials that may be on the site. 1. The Engineer has not and will not perform investigations to determine the presence of hazardous materials. The Owner or Building Official will provide the results of such investigations if they have been performed. 2. The Contractor shall be responsible for ensuring that personnel within the work area are protected from exposure to hazards and hazardous materials. If hazardous materials are encountered, the Contractor shall immediately notify the Owner's representative or Building Official and cease work until conditions can be maintained compliance with all applicable regulations. 02352 OBSERVATION AND ACCEPTANCE The Geotechnical Report prepared by Romig Engineers (650) 591-5224, dated August, 2025 is available in PDF format for the Contractor's review. The Contractor shall conform to the recommendations of the Geotechnical Report. Refer to Civil and Landscape Drawings, and the specifications for general excavation, and grading requirements. Obtain Geotechnical Engineer's approval of foundation excavations and pier depths prior to placing reinforcing steel and concrete. All determinations of the acceptability of soil conditions shall be by Geotechnical Engineer. The Geotechnical Engineer shall be present at the site for drilling of all piers and observation of excavation of foundations and pits before placing any fill material, steel reinforcing or concrete. 03000 CONCRETE 03001 GENERAL All concrete shall conform to American Concrete Institute "Specifications for Structural Concrete for Buildings (ACI 301 Latest Edition)," with selected ACI and ASTM references, as well as ACI Field Reference Manual, SP-15, except as modified below. (numbers in parentheses refer to corresponding paragraphs of ACI 301). 03200 CONCRETE REINFORCEMENT Mild reinforcing steel: ASTM A615, Grade 60 minimum; lap per schedule or 63 bar diameters minimum (5.2;5.57), welded wire fabric; ASTM A185; lap 22" min (5.2.5). Mild reinforcing weldable steel: ASTM A706. Headed bars: ASTM A970. Headed bars or ICBO approved mechanical "terminators" will be permitted to be substituted for hooks at other locations at Contractor's option, subject to approval of the Engineer. Do not weld reinforcement (5.3), U.O.N. Concrete protective cover for reinforcement (5.5.1): Contractor shall provide no more and no less than the specified cover for all beam ties, column stirrups, and wall and slab reinforcing. Detailing and placing: conform with ACI 315, concrete reinforcing steel institute MSP-2, and CRSI "Placing Reinforcing Bars," latest edition (5.1.2). 03250 CONCRETE AND MASONRY ACCESSORIES 03252 Powder-driven Fasteners: as manufactured by Hilti, Inc., Tulsa, OK, or approved equivalent, installed in accordance with the manufacturer's written instructions. 03253 EPOXY ANCHORS Installation of adhesive anchors that are to be under sustained tension loading in horizontal to vertically overhead orientation shall be done by a certified adhesive anchor installer (AAI) as certified through ACI and in accordance with ACI 318 (section 17.8.2.2). Proof of current certification shall be submitted to the Engineer for approval prior to commencement of installation. Per ACI 318 (section 17.4.5.2) adhesive anchors shall be installed in concrete having a minimum age of 21 days at time of anchor installation. Epoxy Anchors into cracked concrete: 1. Simpson "SET-3G" epoxy anchors as supplied by Simpson Strong-Tie, installed in accordance with the manufacturer's written instructions and ICC-ES ESR-4057, latest edition. 2. Hilti "HIT-HY 200" epoxy anchors for hammer drilled holes and anchors embedded 12 inches or less as supplied by Hilti, Inc., installed in accordance with the manufacturer's written instructions and ICC-ES Report ESR-3187, latest edition. 3. Hilti "HIT-RE 500-V3" epoxy anchors for hammer or core drilled holes and anchors embedded more than 12 inches as supplied by Hilti, Inc., installed in accordance with the manufacturer's written instructions and ICC-ESR Report 3814, latest edition. 4. Dewalt/Powers “Pure 110+” epoxy anchors as supplied by Dewalt/Powers, installed in accordance with the manufacturer's written instructions and ICC-ESR Report 3298, latest edition. 5. Or equivalent as approved by Engineer of Record. 6. ICC approved installation in cracked concrete. Two component, pre-packaged in cartridges for discharge from caulk gun, pre-mixed at nozzle. Epoxy Anchors into CMU (grouted and un-grouted): 1. Simpson "SET-XP" epoxy anchors as supplied by Simpson Strong-Tie, installed in accordance with the manufacturer's written instructions and IAPMO UES ER-265. 2. Hilti "HIT-HY 270" epoxy anchor as supplied by Hilti, Inc., installed in accordance with the manufacturer's written instructions and ICC-ESR Report 4143 & 4144, latest edition. Epoxy Anchors into URM/red clay brick: 1. Simpson "ET-HP" epoxy anchors as supplied by Simpson Strong-Tie, installed in accordance with the manufacturer's written instructions and ICC-ESR Report 3638, latest edition . 2. Hilti "HIT-HY 270" epoxy anchor as supplied by Hilti, Inc., installed in accordance with the manufacturer's written instructions and ICC-ESR Report 4143 & 4144, latest edition. 03254 EXPANSION ANCHORS: 1. Simpson "Strong-Bolt 2" expansion anchor as supplied by Simpson Strong-Tie, installed in accordance with the manufacturer's written instructions and ICC-ESR Report 3037, latest edition. 2. Hilti "Kwik Bolt-TZ" expansion anchor as supplied by Hilti, Inc., installed in accordance with the manufacturer's written instructions and ICC-ESR Report 1917, latest edition. 3. Dewalt/Powers “Power-Stud+ SD2” expansion anchor as supplied by Dewalt/Powers, installed in accordance with the manufacturer's written instructions and ICC-ESR Report 2502, latest edition. 4. Or equivalent as approved by Engineer of Record. 03255 POWDER ACTUATED FASTENERS: 1. Simpson "PDP" pins as supplied by Simpson Strong-Tie, installed in accordance with the manufacturer's written instructions and ICC-ESR Report 2138, latest edition. 2. Hilti "X-CP" pins for wood and Hilti "X-U" for cold formed as supplied by Hilti, Inc., installed in accordance with the manufacturer's written instructions and ICC-ES Report 2379 and 2269, respectively, latest edition. 3. Dewalt/Powers “Power-Driven Fasteners” as supplied by Dewalt/Powers, installed in accordance with the manufacturer's written instructions and ICC-ESR Report 2024, latest edition. 4. Or equivalent as approved by Engineer of Record. 5. ICC approved for installation in cracked concrete. 6. AISI type 304 or 316 stainless steel. 03256 CONCRETE & GROUTED MASONRY SCREWS 1. Simpson Strong-Tie, "Titen HD" for indoor use (ICC-ESR Report 2713 for concrete and ICC-ESR Report 1056 for masonry). '"Stainless Steel Titen HD" for exterior use (IAPMO UES ER-493 for concrete & ICC-ESR Report 1056 for masonry) or "Mechanical Galvanized Titen HD" or exterior use (ESR-2713 for concrete abd ESR-1056 for masonry) 2. Hilti Fastening Systems:, "KH-EZ" for indoor use (ICC-ES Report 3027 for concrete and ICC- ESR Report 3056 for masonry). "KH-EZ SS316" for exterior use (ICC-ES Report 3027 for concrete and ICC-ESR Report 3056 for masonry) 03 30 00 CAST-IN-PLACE CONCRETE 03 30 10 GENERAL FOUNDATION & RETAINING WALLS Minimum Compressive Strength, f'c at 28 days (3.2): .......................................... 3,000 psi SLAB ON GRADE Minimum Compressive Strength, f'c at 28 days (3.2): ………............................... 3,500 psi Minimum Compressive Strength, f'c at 56 days for slag replacement concrete (3.2): 4,000 psi Minimum Compressive Strength, f'c at 28 days for non-slag concrete(3.2): …….. 4,000 psi [Note: Concrete was designed with f'c = 2,500 psi. Therefore no continuous concrete placement special inspection is required] Maximum slump (3.5): ...............................……….................................................. 3"- 4" Maximum water to cement ratio: ............................................................................. 0.42 *Note: No special inspection required for concrete. Replace a minimum of 20% and a maximum of 35% of cement content with fly ash conforming to ASTM C618 Class C or F. Cement shall be Type II conforming to ASTM C150. Hard rock normal weight aggregate shall be 1" x #4 coarse and conform to ASTM C33. Light weight aggregate shall be 12" maximum and conform to ASTM C330. Aggregates shall be clean, uncoated, processed aggregate containing no clay, mud, loam or foreign matter, as follows: a. Crushed stone, processed from natural rock or stone. b. Natural or crushed gravel. Do not use pit, bank run, or pea gravel. Use no calcium chloride in any concrete (ACI 318, 26.4.1.4.1). Provide internal vibration of all concrete (ACI 318, 26.5.2.1.j) Hot weather concreting: conform to recommendations contained in "Hot Weather Concreting," ACI 305R-20. Cold weather concreting: conform to recommendations contained in "Cold Weather Concreting," ACI 306R-16. Forms shall be tight and clean before concrete placement. After concrete is placed, vertical forms (walls, columns, and beam sides) may be removed after 3 days and side forms (footings, slabs on grade) may be removed after 48 hours after concrete is placed. Exposed concrete mix shall include shrinkage controlled aggregate and shrinkage reducing admixture. Construction joints shall be thoroughly cleaned and washed to remove all loose particles. Surfaces to receive topping concrete slabs over structural slab shall be roughen with a roller screed. 03302 CURING Concrete surfaces exposed to the atmosphere within 7 days of placement shall be protected and cured per ASTM Standard C-171 and as necessary until specified design strength has been achieved (12.2). We recommend that concrete slabs be kept appropriately wetted and or covered during the curing process to help reduce shrinkage cracking. At greater rates of cement replacement with either slag or fly ash the early strength and setting for flat work can be delayed, and in some cases, the 28 day design strength may have to be exceeded to 56 days or more. In either case, the construction needs and schedules will impact the cement replacement percentage. Care should be taken to ensure that proper curing is maintained for concretes in which slag or fly ash has been substituted for a portion of the Portland cement. With an increased time of set and a reduced rate of strength gain, concretes containing ground granulated blast furnace slag may be more susceptible to cracking caused by drying shrinkage. 03304 SLABS ON GRADE Place mat slabs on grade over 15 mil. Class I Vapor Barrier over 4" clean, free-draining 12"-3 4" crushed rock over 12 inches (6 inches for exterior concrete flatwork) imported, non-expansive structural fill (95% relative compaction) placed on the prepared subgrade soil. Slope subgrade to drain. Sand above the Vapor Barrier is not recommended. The Vapor Barrier must have the following qualities: Permeance of less than 0.01 perms [grains/ft2/hr/in-hg] as per ASTM E 96 or ASTM F 1249 for both new material (ASTM E 154 Section 7) and material subjected to conditioning testing as outlined in ASTM E 154 sections 8, 11, 12, and 13. The material must comply with ASTM E 1745 Class A and it should be installed with seams lapped 6 inches according to ASTM E 1643. 03321 CONCRETE FIELD TESTING 1. Concrete Test Samples: Samples for concrete tests shall be taken in accordance with ASTM C 172. Test cylinders shall be cured under conditions not more favorable than the most unfavorable conditions for portions of concrete which specimens represent. Casting and curing on test cylinders shall be the responsibility of the Contractor. Testing of samples shall be carried out by an independent testing agency meeting the requirements of ASTM C 1077. 2. Compressive Strength Tests on concrete: a. Frequency of concrete sampling: For concrete (A) at or below grade, samples for concrete compressive strength tests of each class of concrete placed each day shall be taken not less than once per day or per batch, nor less than once for every 150 yd3 of concrete, nor less than once for every 5000 ft2 surface area for slabs or walls. A sample shall consist of four standard cylinders, one to be tested at 7 days, one to be tested at 14 days, and the remainder to be tested at 28 days, as required. b. Acceptance of concrete shall be based on strength test results of standard cured cylinders in accordance with ASTM C 31 and tested at 28 days in accordance with ASTM C 39. Strength test results are defined as the average of a minimum of two specimens. Additional specimens for testing may be made at contractor's option and expense. c. When cylinders are made, tests of slump, air content, temperature, and density shall be made and recorded with the strength test results. d. Strength of each concrete class shall be deemed satisfactory when the following criterion is met: No individual compressive-strength test result (i.e. the average of two cylinders minimum) falls below specified compressive strength by more than 500 psi. e. When compressive strength tests indicate low strength, follow procedure in ACI 318 chapter 26.12.4 Investigation of low-strength test results. f. Submit certified test report of cylinders to Engineer. 04000 MASONRY 04100 MATERIALS Concrete masonry medium weight units: ASTM C90 Grade N, Type 1 fm = 2,000 psi CMU aggregate shall be ½" coarse, clean, uncoated, processed aggregate containing no clay, mud, loam or foreign matter, as follows: a. Crushed stone, processed from natural rock or stone. b. Natural or crushed gravel. Do not use pit, bank run, or smooth pea gravel. Grout: 9" to 10" slump. Conform to ASTM C 476 and shall have minimum compressive strength of f’g = 2000 psi. Aggregate for masonry grout shall be coarse and conform to ASTM C 404 Mortar: Type M, Minimum Compressive Strength = 2500 psi 04200 LAYUP Running bond; full intersecting bond at corners and wall intersections. Provide special pilaster units at pilasters, or build up pilasters using face shells only. Brace as necessary during grout placement. 04300 GROUTING Solid grout all cells containing reinforcement, anchor bolts, or other embedded items, as well as all masonry below adjacent grade or slab, and where shown on drawings. 04400 REINFORCEMENT Grade 60 and conform to concrete reinforcement notes under Concrete section, min lap as detailed locate reinforcement 3/4" min. clear of interior face of CMU., U.O.N. 05000 STRUCTURAL STEEL 05120 MATERIALS All structural steel, fabrication and erection methods shall conform to the American Institute of Steel Construction (AISC) "Code of Standard Practice for Steel Buildings and Bridges," June, 2016. Where applicable, all cross sectional dimensions and production tolerances shall meet ASTM A6. Rolled steel angles and channels: ASTM A36, minimum yield stress fy=36 ksi or ASTM A572,minimum yield stress fy=50 ksi Rolled steel plates and bars: ASTM A572, minimum yield stress fy=50 ksi Rolled steel W and WT sections: ASTM A992, minimum yield stress fy=50 ksi Round steel smooth rod: ASTM A36, minimum yield stress fy=36 ksi Steel pipe: ASTM A53, Type E or S, Grade B, minimum yield stress fy=35 ksi HSS rectangular section: ASTM A500, Grade C, minimum yield stress fy=50 ksi HSS round section: ASTM A500, Grade C, minimum yield stress fy=46 ksi Weathering steel: ASTM A588 or ASTM A847, Grade B, minimum yield stress fy=46 ksi Structural shapes shall be spliced only as shown on the drawings. Steel shall be primed with "10-99 Tnemec primer," or "Rustoleum No. 5769 primer," or approved equal. Structural steel shall be shop painted. Fabricate and connect elements to the fullest extent possible in the shop prior to galvanizing. 05121 CONNECTIONS All bolted connections shall conform to the AISC and shall use high strength threaded fasteners UON. Anchor Bolts: ASTM F1554 - 36 ksi yield strength, provide washers under nuts and heads. All anchor bolts in contact with treated wood with high copper content shall be stainless steel, hot dipped galvanized G-185 coated, or corrosion resistant polymer coated. Epoxy Grouted Threaded Rods: ASTM F1554, ASTM A193 Gr. B7. Unfinished Threaded Fasteners: ASTM A307, Grade A, regular low carbon steel bolts and nuts. High Strength Threaded Fasteners: ASTM A325 Type I, "snug" tightening heavy hexagonal structural diameter. Machine Bolts: ASTM A307 with heavy hexagonal nuts, and hardened washers. Holes shall be cut, drilled or punched to a diameter 1/16" larger than the bolt holes. Holes shall not be burned or enlarged by flame cutting. All exterior steel components, including bolts, nuts and washers, except items entirely embedded in concrete, shall be Hot Dipped Zinc galvanized, coated to not less than two ounces per square foot. Every precaution shall be taken to avoid hydrogen embritllement. Damaged surfaces shall be recoated by melting into the prepared surface a continuous film of zinc-lead alloy bar solder such as Kapp GalvRepair or approved equal. [ALT: All exterior steel components, including bolts, nuts and washers, except items entirely embedded in concrete, shall be A316 Stainless Steel] 05122 WELDING Welding shall conform to the provisions of the American Welding Society "Structural Welding Code-Steel" (ANSI/AWS D1.1/D1.1M latest editions); "Welding Procedure Specifications" (WPS) and shall be performed by AWS qualified and certified welders, and inspected by a AWS certified welding Inspector. Welder qualifications shall be available on the job site for review by the Inspector. All welding shall use 70 ksi nominal classification tensile strength with low hydrogen electrodes and matching filler material. For complete penetration welds provide backing plates as required. The Contractor shall increase the weld size where required to satisfy AISC minimum weld size requirement. 05130 BASE PLATES Bearing plates shall be clean and free from bond-reducing materials, to improve bond during concrete pour. Tighten anchor bolts after the supported members have been positioned and plumbed. Pack 5 high strength non-shrink grout solidly between bearing surfaces and bases or plates to assure that no voids remain. Non-shrink grout shall be non-metallic grout to conform with ASTM C1107 and shall attain a minimum 28 days compressive strength of 5,000 psi 06000 STRUCTURAL WOOD 06050 FASTENERS AND ADHESIVES Nails: if splitting occurs during nailing, predrill wood with hole size one size smaller than nail diameter. All fasteners in contact with pressure treated wood shall be stainless steel, hot dipped galvanized or corrosion resistant polymer coated. Lag bolts: predrill full shank diameter for shank; predrill 60-75 percent of shank diameter for threaded portion. Bolts: drill 1/16" oversize lead holes in wood and steel. Do not force bolts into misaligned or undersigned holes. 06051 HARDWARE Provide framing hardware as shown and at top and bottom of all posts; provide sizes to fit members; nail fully. Provide Simpson Strong-Tie Co., Inc., hardware as shown or approved equivalent. All prefabricated metal connectors in contact with pressure treated wood are to be Simpson Zmax or Simpson HDG coated or are to have an equivalent G185 zinc coating, per ASTM A 153. Fasteners for preservative-treated and fire-retardant-treated wood shall be of hot dipped zinc-coated galvanized steel, stainless steel, silicon bronze, or copper. The coating weights for zinc-coated fasteners shall be in accordance with ASTM A 153. 06053 MISCELLANEOUS STEEL Steel: ASTM A36, minimum yield stress fy=36 ksi. Bolts: ASTM A307, provide washers under nuts and heads. Fabrication shall conform to the American Institute of Steel Construction (AISC) "Code of Standard Practice for Steel Buildings and Bridges," 2016. Welding shall conform to the American Welding Society "Structural Welding Code-Steel (ANSI/AWS D1.1/D1.1M:2015);" and shall be performed by AWS qualified welders and inspected by AWS certified inspectors. 06100 ROUGH CARPENTRY 06101 FRAMING LUMBER All lumber (including pressure treated lumber) shall be Douglas Fir-Larch U.O.N.; grades as follows: 2x4 and 3x4 studs....………………………..……….... Construction 2x6 & larger studs....………………………..……….... No. 1. 4x, 6x members.....................………………….......... No. 1. Posts.................................................……………...... No. 1. 2x Joists………………………………………………... No.1. Other members.........................…………………....... No. 2. Max. Moisture content in all members at the time of installation shall be 19%. All exterior lumber or lumber exposed to weather shall be Cedar, Redwood or Pressure Treated, U.O.N. 06102 GENERAL FRAMING Conform to the General Construction Requirements of the CBC, Section 2304. Keep all untreated wood 1/2" minimum away from concrete or masonry. Provide studs or posts full width of beams entering walls; provide solid posts and blocking down to foundation. Connect top and bottom of isolated posts with prefabricated metal connectors. (Simpson PCZ, UON). At bearing wall openings 4'-0" or narrower: provide 4 x 8 minimum header. Provide 5/8" x 9" minimum anchor bolts @ 4'-0" O.C. maximum U.O.N. 06310 TREATED WOOD Wood in contact with concrete or masonry: preservative-pressure-treated per AWPA Standard U1. Supplier provide certificate of compliance indicating compliance with these AWPA Standards. Borings and cut-offs: treat per AWPA standard M-4. All preservative treatments shall be CBA (Copper Boron Azole, trade name Wolmanized Natural Select) or ACQ (Alkaline Copper Quartenary). CCA treatment shall not be used. Do not use non-treated parallam or microllam members where they may be exposed to the weather. Protect these members from moisture until closed in with finish construction. Parallam members noted as pressure treated shall be Wolmanized per i-Level Service Level 2, AWPA use Category 3b. KC The City of Good Living CI TY OF SAN CARLOS CA L I FOR N I A DOWNTOWN PLAN IMPLEMENTATION PHASE IA - HARRINGTON PARK CONSTRUCTION DOCUMENTATION CIVIL ENGINEER CSW|ST2 504 REDWOOD BLVD, STE 310, NOVATO, CA 94947 415.883.9850 ARCHITECT | ENGINEER WARE ASSOCIATES, INC. 440 GRAND AVE, STE 250 OAKLAND, CA 94610 510.992.9888 WARE-ARCHITECTS.COM ELECTRICAL ENGINEER AURUM CONSULTING ENGINEERS 404 W FRANKLIN ST, STE 100, MONTEREY, CA 93940 831.646.3336 WATER FEATURE FLUIDITY DESIGN 724 S SPRING ST #1401, LOS ANGELES, CA 90014 213.739.9291 IRRIGATION DESIGN RMA 2670 CAMINO DIABLO, WALNUT CREEK, CA 94597 925.939.3985 LIGHTING DESIGN HLB LIGHTING 785 MARKET ST, STE 800, SAN FRANCISCO, CA 94103 415.348.8273 AUDIOVISUAL SALTER 130 SUTTER ST, FLOOR 5, SAN FRANCISCO, CA 94104 415.397.0442 LANDSCAPE ARCHITECT WALLACE ROBERTS & TODD, INC 120 2ND ST, 3RD FLOOR SAN FRANCISCO, CA 94105 415.575.4722 WRTDESIGN.COM OWNER CITY OF SAN CARLOS 600 ELM STREET SAN CARLOS, CA 94070 650.802.4264 8976.01 - DOWNTOWN IMPLEMENTATION PHASE 1A - 700 LAUREL ST AND HARRINGTON PARK DATE: 10/30/25 DRAWN BY: CHECKED BY: Sheet Title: Sheet # REVISIONS DATE 12345 6 75% SUBMITTAL / BUILDING PERMIT 09/10/25 CANOPY/PAVILION STRUCTURAL ENGINEER STRUCTURECRAFT BUILDERS USA INC. 2225 N. 56TH STREET SEATTLE, WA 98103 100% SUBMITTAL / BID SET 10/30/25 REGISTERED PROFES IONAL ENGINEER JOHN QUINLAN WARENo. C 46323 C IV I L STATE OF CAL IFORNIA DM S3-000 SITE LANDSCAPE STRUCTURAL GENERAL NOTES November 10, 2025 Packet Pg. 888
1 0 2' 4' 8' LAUREL ST. HARRINGTON PARK ALLEY PAVILION & STAGE (PHASE 1B, N.I.C.) RESTROOM & STORAGE STRUCTURE (PHASE 1A) (E) FIRE HYDRANT, S.C.D. R1 R1 BIKE RACK, S.L.A.D. R3 R3R3 R3 R3 R3 LIGHT POLE, SEE 3B/S3-502 CATENARY POST, SEE 6A/S3-502 WOOD BENCH, S.L.A.D. CONCRETE BENCH, S.L.A.D. PLANTING AREA, S.L.A.D. CURB, S.L.A.D. TRASH RECEPTACLE, S.L.A.D. KC The City of Good Living CI TY OF SAN CARLOS CA L I FOR N I A DOWNTOWN PLAN IMPLEMENTATION PHASE IA - HARRINGTON PARK CONSTRUCTION DOCUMENTATION CIVIL ENGINEER CSW|ST2 504 REDWOOD BLVD, STE 310, NOVATO, CA 94947 415.883.9850 ARCHITECT | ENGINEER WARE ASSOCIATES, INC. 440 GRAND AVE, STE 250 OAKLAND, CA 94610 510.992.9888 WARE-ARCHITECTS.COM ELECTRICAL ENGINEER AURUM CONSULTING ENGINEERS 404 W FRANKLIN ST, STE 100, MONTEREY, CA 93940 831.646.3336 WATER FEATURE FLUIDITY DESIGN 724 S SPRING ST #1401, LOS ANGELES, CA 90014 213.739.9291 IRRIGATION DESIGN RMA 2670 CAMINO DIABLO, WALNUT CREEK, CA 94597 925.939.3985 LIGHTING DESIGN HLB LIGHTING 785 MARKET ST, STE 800, SAN FRANCISCO, CA 94103 415.348.8273 AUDIOVISUAL SALTER 130 SUTTER ST, FLOOR 5, SAN FRANCISCO, CA 94104 415.397.0442 LANDSCAPE ARCHITECT WALLACE ROBERTS & TODD, INC 120 2ND ST, 3RD FLOOR SAN FRANCISCO, CA 94105 415.575.4722 WRTDESIGN.COM OWNER CITY OF SAN CARLOS 600 ELM STREET SAN CARLOS, CA 94070 650.802.4264 8976.01 - DOWNTOWN IMPLEMENTATION PHASE 1A - 700 LAUREL ST AND HARRINGTON PARK DATE: 10/30/25 DRAWN BY: CHECKED BY: Sheet Title: Sheet # REVISIONS DATE 12345 6 75% SUBMITTAL / BUILDING PERMIT 09/10/25 CANOPY/PAVILION STRUCTURAL ENGINEER STRUCTURECRAFT BUILDERS USA INC. 2225 N. 56TH STREET SEATTLE, WA 98103 100% SUBMITTAL / BID SET 10/30/25 REGISTERED PROFES IONAL ENGINEER JOHN QUINLAN WARENo. C 46323 C IV I L STATE OF CAL IFORNIA DM N BIORETENTION AREA, S.L.A.D. SILVA CELLS, S.L.A.D. BOLLARD, S.L.A.D. LEGEND:R1, LIGHT POLE, S.E.D., S.L.A.D. R3, CATENARY POST, S.E.D., S.L.A.D. (E) BUILDING TO REMAIN, TYP. (E) BUILDING TO REMAIN, TYP. TREE, TYP. S3-101 SITE LANDSCAPE SITE PLAN NON-BIORETENTION RETAINING WALL, S.C.D. LIGHT POLE, SEE 3A/S3-502 November 10, 2025 Packet Pg. 889
18 151413 10 7 654 2 LD, TYP
LAP, TYP STD. hooks req'd at ends 90° developed "LD" hooks 0 3 6 12 2412 ZTD17a TYPICAL CORNER REINFORCING WALLS & FOOTINGS TYPICAL TWO LAYER HORIZONTAL REINFORCING WALLS & FTGS LAP, TYP. (2) #5 bars min. at edges LAP, splice length see schedule 2" max Alternate at consecutive 90° spliced hooks LAP or splice length, see schedule, TYP. LAPAt all 2-curtains walls provide spreaders @ 4'-0" O.C. 90° hooks spliced EA side, to match wall reinforcement size and spacing, TYP SINGLE LAYER HORIZONTAL REINFORCING WALLS & FTGS. Notes: 1. LD= Development Length, see schedule. 2. Lap splice horizontal wall steel using class "B" top bar splices, see schedule. 3. For wall reinf. see plan and schedule LAP, TYP.

San Carlos City CouncilNovember 10, 2025

San Carlos City Council
November 10, 2025