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0 <br /> o on ED <br /> � <br /> 0 <br /> L- d ng <br /> NC) RTH43AkTE PAkRIK 4: 0C) N4: 0ESS1C) N Bt) ILDINCI <br /> d d <br /> C (DID) IF= A DRAHIDEK <br /> APPLICABLE CODES: 2019 CALIFORNIA BUILDING CODE ME <br /> o WH <br /> 2019 CALIFORNIA PLUMBING CODE <br /> 2019 CALIFORNIA ELECTRICAL CODEu tt <br /> i I o <br /> 2019 CALIFORNIA GREEN CODE <br /> I <br /> 2019 CALIFORNIA ENERGY CODE <br /> TYPE OF CONSTRUCTION: V-B N N N M <br /> 00 � <br /> N � o <br /> DESCRIPTION: CONCESSION BUILDING N c 3 <br /> OCCUPANCY: B <br /> FLOOR AREA: L �i w <br /> ---� Z a <br /> CONCESSION & UTILITY <br /> CHASE / STORAGE 459 s.f. ii J N v NO <br /> PRC JOB NUMBER: 10338B -— ������ a c a U) CN <br /> ===== C\O <br /> T-1 TITLE SHEET 0 0 0 0 <br /> PRC MODEL NUMBER: CN-2 ' AC ACCESSIBILITY COMPLIANCE M <br /> O <br /> \I A-1 FLOOR PLAN, STRUCTURAL DESIGN & SCHEDULES <br /> II =__=== i A-1.1 BUILDING SECTIONS & ROOF FRAMING PLAN U) <br /> • n n n i A-1.2 TOP OF THE WALL CAP BEAM PLAN, FASTENING SCHEDULE & DETAILS z <br /> LU <br /> A-2 EXTERIOR ELEVATIONS & FINISH SCHEDULE <br /> \ I I. iI .I <br /> � 1 L r —1717— <br /> APPROVED A-3 EQUIPMENT PLAN, INTERIOR ELEVATIONS & SCHEDULES D <br /> - THE STRUCTURAL DESIGN DETAILS HEREIN ARE SPECIFIC TO THE BUILDING SIZE AND C) <br /> MODULE CONFIGURATION SHOWN ON THE FLOOR PLAN OF THESE DRAWINGS. 1� By RAI)GO a CA P-1 PLUMBING PLAN & SCHEDULES 0 <br /> - LOCATION OF THIS BUILDING SHALL MEET REQUIRED PROPERTY CODE SETBACKS PER \�� Departrnind of H° ig E-1 ELECTRICAL PLAN & SCHEDULES 0 <br /> LOCAL JURISDICTION. and Corrumilityz <br /> - ACCESSIBILITY TO THIS STRUCTURE SHALL BE IN CONFORMANCE WITH LOCAL CODE Development approved S-1 CONCRETE SLAB & STEEL PERIMETER PLAN & DETAILS 0 <br /> INCLUDING ALL PATHWAYS, RAMPS AND PATHS OF TRAVEL FOR PARKING TO THE BUILDING. third party design F_- <br /> - <br /> - SOIL BEARING REQUIREMENT IS 1500 PSF, SUB GRADE COMPACTION AT 90%. p <br /> prmal agency DM 20 72 � <br /> - BUILDING PLUMBING SYSTEM IS BASED UPON FULL FLOW EXISTING WATER SERVICE. LOSS APPROVAL L EXPI ATION � <br /> OF REQUIRED FLOW RATE OF 10 GPM OR PRESSURE BELOW 35 PSI MAX NECESSITATE AN DATE DATE ~ <br /> INTERMEDIATE WELL TANK AND CHECK VALVE IN LINE. Apr6' 0 0 JLi 31,2021 D • D z <br /> APPROVAL N <br /> - ALL DIMENSIONS HEREIN ARE NOMINAL AND SUBJECT TO CHANGE AS LONG AS THEY DO NOT U� O 5914150° 0 <br /> VIOLATE CODE. U <br /> - THIS BUILDING IS NOT DESIGNED OR APPROVED FOR WUI LOCATION. NOTE: FINAL LOCATIONS OF P.O.C. TO BE COORDINATED WITH P.R.C. AND STRUCTURAL DESIGN CRITERIA <br /> TO BE CONFIRMED ON SITE . UTILITY BOXES TO BE PROVIDED BY OTHERS. GRAVITY LOADS SEISMIC <br /> - ALL WORK REQUIRED TO BE COMPLETED ON SITE SUBJECT TO LOCAL REVIEW, APPROVAL <br /> AND INSPECTION (BY OWNER) FLOOR LIVE LOAD 50 psf SEISMIC DESIGN CATEGORY D <br /> a. SITE CONCRETE FOUNDATION (IF APPLICABLE) SITE CLASS D <br /> b. COMPACTED BUILDING PAD ENGINEERED FLOOR DEAD 80 psf IMPORTANCE CATEGORY 1.00 <br /> c. UNDER SLAB UTILITY PIPING (SEE NOTE) ROOF LIVE 20 psf OCCUPANCY CATEGORY II U <br /> d. ELECTRICAL SERVICE AS REQUIRED ROOF DEAD 10 psf MAPPED ACCELERATIONS <br /> 1.26 <br /> e. WATER SERVICE AS REQUIRED EXTERIOR WALL DEAD 50 psf Ss S1 0.41 <br /> f. SEWER (DWV) SERVICE AS REQUIRED • 1N11F(01RMA=r <br /> • SNOW SPECTRAL RESPONSE N <br /> g. CONCRETE WALKWAY COMPLIANT WITH PATH OF TRAVEL FROM ACCESSIBLE PARKING GROUND SNOW, P9 0 psf SDS 0.83 <br /> NOTE: PUBLIC RESTROOM COMPANY WILL ONLY FURNISH AND INSTALL UNDERGROUND FLAT-ROOF SNOW, Pf 0 psf sD1 0.43 M <br /> UTILITIES (UNDER SLAB) EXTENDING 6 FEET (MAX.) BEYOND THE BUILDING LINE. MIN. OF 24" - SITE ADDRESS: NORTHGATE PARK CONCESSION BUILDING - 1750 Hoyt Lane, Manteca, CA 95336 IMPORTANCE FACTOR, IS 1.00 SEISMIC FORCE RESISTING SYSTEM A7 2-1 <br /> MAX. OF 36" BELOW GRADE - U.N.O. EXPOSURE FACTOR, Ce 1.00 DESIGN BASE SHEAR 0.17W <br /> - SITE INSTALLATION DETAILS ARE NOTED ON SHEETS S-1 FOR STRUCTURAL CONNECTIONS PROJECT OWNER: STRUCTURAL ENGINEER: DESIGNER / CERTIFIED MANUFACTURER: THERMAL FACTOR, c 1.10 RESPONSE MODIFICATION FACTOR 5.0 C9 <br /> A-2 FOR WEATHERIZATION FINISH, P-1 FOR PLUMBING CONNECTIONS & E-1 FOR ELECTRICAL CITY of MANTECA NTA ENGINEERING, INC. PUBLIC RESTROOM COMPANY ANALYSIS PROCEDURE ASCE7-16 z <br /> CONNECTIONS IN ACCORDANCE w/ SECTION 4368. 1001 West Center Street 305 Oakland Ave 2587 Business Parkway <br /> STRUCTURAL ONLY <br /> This certification Is for structural design only.All other matters of code <br /> Manteca, CA 95337 Nappanee, IN 46550 Minden, NV 89423 WIND compliance including but not limited to allowable area,ire resistance and <br /> egress are the responsibility of others. J <br /> a. SERVICE HOOKUPS (PLUMBING AND ELECTRICAL CONNECTIONS). CONTACT: Michael Rosales CONTACT: Eric J. Tompos CONTACT: Chad Kaufman WIND SPEED,Vult 110 mph FLOOD <br /> b. PATCH AND FINISH AT CRANE PICK LOCATIONS AS NEEDED. POSITION: Park Planning and POSITION: Structural Engineer PHONE: (888) 888-2060 EXPOSURE CATEGORY c m <br /> c. INSTALL AND CONNECT PLUMBING DRAIN TRAPS ASSEMBLIES PER P-1 HEREIN. Project Superintendent PHONE: (574) 773-7975 FAX: (888) 888-1448 BUILDING SHALL NOT BE LOCATED, IN WHOLE IN FESS <br /> RISK CATEGORY II PART, IN A FLOOD HAZARD AREA AS ESTABLISHED Q�� /0 z <br /> d. INSTALL BACKER ROD AND CAULK AT MODLINE. PHONE: (209) 456-8615 EMAIL: etompos@ntainc.com E-MAIL: chad@publicrestroomcompany.com BY THE AUTHORITY HAVING JURISDICTION UNLESS �� G 3 .7' �l <br /> INTERNAL PRESSURE, GCpi +/-0.18 \ tiIA 0 <br /> e. CAULK FLOOR AT MODLINE AND FILL PICK POINT LOCATIONS. FAX: (209) 923-8947 SET ON A FOUNDATION DESIGNED IN ACCORDANCE �<v F� _ <br /> MEAN ROOF HEIGHT 15 Ft WITH ASCE/SEI 25. THE FLOOD RESISTANT _� <br /> f. INSTALL ROOFING & FLASHING AT MODLINE. EMAIL: mrosales@ci.manteca.ca.us FOUNDATION SHALL BE DESIGNED BY A REGISTERED 70218 m <br /> U)BUILDING SHALL NOT BE PLACED ON THE DESIGN PROFESSIONAL AND CONSTRUCTED TO E 09-30-2020 <br /> LL! <br /> UPPER HALF OF A HILL OR ESCARPMENT RESIST ALL FLOOD LOADS WITHOUT TRANSFERRING <br /> EXCEEDING 15 FEET IN HEIGHT LOADS TO THE MODULAR STRUCTURE. q� C IV �� �\,�Q z <br /> OF CA1 \F <br /> 03/17/2020 O 0 <br /> COMPONENTS & CLADDING WIND LOADS (ASD) <br /> END ZONE INTERIOR ZONE <br /> COMPONENT (psf) (psf) NTA,Inc"305 N Oakland Ave <br /> WINDOWS&SIDING +15.8/-21.2 +15.8/-17.2 Nappanee,Indiana 46550 <br /> These documents are applicable only to the elements and loading criteria <br /> DOORS +13.5/-16.5 +13.5/-14.8 specifically provided in.. These documents shall not be construed in any <br /> way to specify,certify or design any aspects of the building not contained <br /> ROOF CLADDING +11.8/-50.8 +11.8/-29.3 herein.Specified design criteria are based solely on information provided by <br /> the client and must be verified and approved by the local authority having <br /> jurisdiction.NTA,Inc.is not responsible for fabrication or erection.If it is <br /> ROOF OVERHANGS -63.1 -47.0 suspectedthat these documents have been modified,substituted or alteredLli <br /> in any way,contact NTA,Inc.at(574)773-7975 to obtain a file copy. <br /> DO NOT SCALE-DIMENSIONS PRESIDE <br /> 2436 SHEET=SCALE AS NOTED <br /> 11x17 SHEET=NTS <br /> a No. Description Date COPYRIGHT 2020, PUBLIC RESTROOM COMPANY THIS PUBLIC PROJECT OWNER: PROJECT NAME AND LOCATION: SHEET TITLE: Drawn by: NS / EVE Job No. 10338B = <br /> CONSTRUCTION DOCUMENTS MATERIAL IS THE EXCLUSIVE PROPERTY OF PUBLIC RESTROOM Checked b KM <br /> o RESTROOM COMPANY AND SHALL N o T BE COMPANY CITY of MANTECA NORTHGATE PARK - CONCESSION BUILDING y <br /> 03/16/2020 REPRODUCED, USED, DISCLOSED TO OTHERS Building Better Places To Go. TITLE SHEET Current Date: 03/16/2020 <br /> EXCEPT A S AUTHORIZED B Y THE WRITTEN 2587 Business Pkwy,Minden,NV 89423 Manteca, CA Manteca, CA 0 <br /> PERMISSION OF PUBLIC RESTROOM COMPANY 7 <br /> Ph:888-888-2060 1 Fax:888-888-1448 Start Date: 02/03/2020 z <br />