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GENERAL NOTES
<br /> A
<br /> ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE 2016 CBC,
<br /> 2016 CMC,2016 CPC,2016 CEC,2016 CFC,2016 CAL GREEN CADE,2016 ENERGY STANDARDS,
<br /> CITY OF RIPON MUNICIPLE CODE.
<br /> NALLI NG SHALL CONFORM WITH THE REQUIREMENTS OF CHAPTER 23 OF THE 2001 IRC UNLESS
<br /> NOTED OTHERWISE. THE NAILING REQUIREMENTS IN CHAPTER 23 SHALL BE CONSIDERED AS
<br /> MVVWUM REQUIREMENTS. OTHER NOTES AND DETAILS WITHIN THE PLANS MAYREQVIRE MORE
<br /> STRANGENT REQUIREMENTS.
<br /> THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES A
<br /> AND SHALL CHECK ALL DIMENSIONS ANY DISCREPANCIES SHALL BE CALLED TO THE
<br /> ATTENTION OF THE DESIGNER AND SHALL BE RESOLVED BEFORE PROCEEDING WITH THE WORK 00
<br /> THE BUILDING OFFICIAL SHALL APPROVE ANY CHANGES TO THE APPROVED PLANS BEFORE
<br /> PROCEEDING WITH THE NEXT PHASE OF WORD
<br /> ALL NOTES THROUGHOUT THIS PLAN SET APPLY TO ALL SHEETS WHERE APPLICABLE- 336 EAST MAIN,
<br /> ST .
<br /> DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS
<br /> ARE NOT SPECIFICALLYINDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, rNI
<br /> SASHAR DETAILS OF CONSTRUCTION SHALL BE USED.
<br /> CALIFORNIA *RIPON
<br /> DRAWING MAY NOT ALWAYS BE TO SCALE. NOTED DIMENSIONS SHALL TAKE PRECEDENCE.
<br /> - AP
<br /> NO CONSTRUCTION MATERIALS SIF APPLIES/ � -
<br /> A
<br /> CONCRETE AT 28 DAYS:FOOTINGS AND FOUNDA77ON WALLS ARE DESIGNED FOR 2500 PSI
<br /> PROVIDE 3000 PSI CONCRETEFOR QUALITY CONTROL.NO SPECIAL INSPECTIONS OR TESTING REQUIRED.
<br /> REINFORC.IINGGRADE: 60KS[ BUILDING DRAWING INDEX BUILDING CODES
<br /> MASONRY: Fc MIN. = 1900 PSI PLANS PREPARED FOR
<br /> STRUCTURAL STEEL: REGULAR SECTIONS ARE FY=50 KSI; TUBE STEEL IS FY=46 KSI
<br /> A00 IND and I
<br /> BOLTS FOR STEEL USE A325
<br /> CN-1 CITY NOTES AND CONDITIONS OF APPROVAL
<br /> BOLTS FOR LUMBER USE A307(GRADE 2)
<br /> #2 DOUG FIR FB= 875 PSI,FC= 1300 PSI,FV=95PSI,E= 1.6E6PSI
<br /> Cl CIVIL COVER SHEET
<br /> #1 DOUG FIR FB= 1200 PSI,FC= /000 PSI,FY= 85 PSI,E= 1.6E6 PSI ,
<br /> GBC1 NONRESIDENTIAL MANDATORY MEASURES
<br /> PLYWOOD/OSB SW S C_C_D PER PLANS
<br /> GBC1.1 NONRESIDENTIAL MANDATORY MEASURES
<br /> PLYWOOD ROOF 1 1/4",48124
<br /> PLYWOOD/OSB FLOOR 314"p 48124 C2 GRADING AND DRAINAGE PLAN BUILDING CODE 2016 C B C
<br /> GL BEAMS: 24F V4 IN SIMPLE BENDING OR V8 IN DOUBLE BENDING(IF INDICATED) C3 UTILITY PLAN
<br /> MICROLAM(LVL) TRUSJOIST MACMILLAN PRODUCTS,E= 1.9E6 PSI DAVINDER JUTLA C4 EROSION CONTROL PLAN
<br /> ����,� 3940 N. TRACY CONSTRUCTION TYPE: VB �
<br /> C5 HORIZONTAL CONTROL PLAN 1
<br /> 1000 PSF,PER CBC
<br /> MIN.BEARING DEPTH: I-0"BELOW FI MSHED GRADE L 1 PLANTING PLAN USE GROUP: M (MERCANTILE)
<br /> MIN.FOOTING WIDTH: 18" L2 IRRIGATION PLAN
<br /> L3 DETAH S& SPECIFICATIONS
<br /> L4 DETAILS USE: FUEL AND C-STORE
<br /> ST-1 ARCHITECTURAL SITE PLAN SITE AREA: 19,994 SF
<br /> ST-1.1 SITE PLAN DETAILS
<br /> A01 FLOOR PLAN AND FINISH SCHEDULES
<br /> CONTRACTORS NOTES: Aoz ROOF PLANS and DETAILS
<br /> FLOOR AREA: 2,587 SF
<br /> PROJECT DIRECTORY A02.1 DETAILS AND SOLAR READY NOTES A
<br /> A. IT IS THE
<br /> CONTRACTOR S RESPONSIBILITY TO REVIEW ALL PRA WINGS AND A03 EXTERIOR ELEVATIONS TYPE OF CONSTRUCTION: V B =
<br /> SPECIFICATIoxs,INCLUDING BUT NOT LIMITED To ARCHITECTURAL, CIVIL, BUILDING DESIGNER. STRUCTURAL ENGINEERING: A04 REFLECTED CEILING PLAN AND DETAILS
<br /> STRUCTURAL,MECH"CAL,PLUMBING,AND ELECTRICAL PRIOR To SUBMITTING A DALE CHRISTIAN ENGINEERS A05 BUILDING SECTIONS and INTERIOR ELEVATIONS
<br /> BID.REPORT ANY DISCREPANCIES TO ARCHITECT OR ENGINEER PRIOR TO BID AND M/C DESIGN INC FIRE SPRINKLER SYSTEM: N O
<br /> DURING CONSTRUCTION,BY SUBMITTING RFT. SANTA ANA, CA 1744 S KATELLA#107 AOS•1 DETAILS
<br /> B. BIDDERS ARE TO VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH EXISiTING ANACORTES, WA ORANGE, CA 92867 A07 DETAILS 8
<br /> CONDITIONS AND SATISFY THEMSELVES AS TO THE NATURE AND SCOPE OF THE PH:714,997-1145 A07 FLOOR FINISH PLAN P A R K l N G PROVIDED: A
<br /> WORK. TILE SUBMISSION OF A BID WILL BE EVIDENCE THAT SUCH AN EXAMINATION PH:7I4�56 105 A08 RESTROOM PLAN and DETAILS
<br /> HAS BEEN MADE. LATER CLAIMS FOR LABOR,EQUIPMENT, OR MATERIALS REQUIRED, ATTN. KA TRINA RIDDLE CONTACT: RICHARD 6 6
<br /> H COULD HAVE BEEN FORESEEN A M CDESIGNINC.COM OCCUPANCY LOAD: �
<br /> OR FOR ANYDIFFICULTIES ENCOUNTERED WHICH KATRIN 0 1
<br /> HAD AN EXAII�IINATION BEEN MADE, WILL NOT BE ALLOWED. G 1 ACCESSIBILITY DETAILS '
<br /> C. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ARCHITECT, G2 ACCESSIBILITY DETAILS
<br /> LANDLORD,
<br /> OR TENANT OF ANY DISCREPANCIES ENCOUNTERED ON THE PLANS OR G3 ACCESSIBILITY DETAH S ►
<br /> IN EXISTING SITE CONDITIONS PRIOR TO SUBMISSION OF BID.
<br /> D. CONTRACTOR DURING PRE-BID SITE VISIT,SHALL TAKE NOTICE OF ANY VISUALLY Y01 MERCHANDISING and GRAPHICS PLAN
<br /> APPARENT CODE VIOLATIONS AND ALLOW IN HIS/HER BID FOR CORRECTING SUCH
<br /> Yoe COOLER SPECIFICATIONS
<br /> VIOLATIONS.
<br /> E. CONTRACTORS ARE CAUTIONED TO COORDINATE ITEMS IN THEIR SCOPE OF WORK y
<br /> WITH OTHER TRADES SN-1
<br /> (,-1 STTRRA13 r AJ ETFUCTURAL GENERAL NOTES
<br /> F. THESE NOTES APPLY TO ALL SHEETS.
<br /> F WORK LISTED IN THE "FACILITIES SN-2 STRUCTURAL GENERAL NOTES
<br /> G BIDDERS To INCL UDE ALL WRITTEN SCOPE O
<br /> S1.0 FOUNDATION PLAN
<br /> INSPECTION REPORT"PROVIDED BY THE OWNER. .
<br /> DESIGN STANDARDS S2.0 FRAM1NGPLAN
<br /> A SD-1 TYPICAL FRAMING DETAILS clra
<br /> SD-2 STRUCTURAL DETAILS
<br /> DESIGN PHASE DESIGN REVIEW. CA
<br /> LL
<br /> REQUIRED SUBMITTALS (UNDER SEPARATE PERMIT) Mol HVAC DETAILS AND NOTES .
<br /> 1. DESIGN REVIEWER REQUIREMENTS.FOR BUILDINGS LESS THAN 10,000 SQUARE FEET, M02 HVAC FLOOR PLANIROOF PLAN
<br /> DESIGN PHASE DESIGN REVIEW MAYBE COMPLETED BY THE DESIGN ENGINEER. M03 T-24 PLAN
<br /> 1. SIGNAGE. BUILDINGS BETWEEN 10,000 AND 5 0,00 0 SQUARE FEET REQUIRE COMPLETION OF THE
<br /> M04 T-24 PLAN
<br /> 2. FUEL CANOPY DESIGN REVIEW CHECKLIST BY EITHER AN ENGINEER IN471OUSE TO THE DESIGN FIRM M05 GAYLORD HOOD DRAWINGS
<br /> BUT NOT ASSOCIATED WITH THE BUILDING PROJECT, OR A THIRD PARTY DESIGN
<br /> 3. ENGINEER.FOR BUILDINGS LARGER THAN 50,000 SQUARE FEET OR FOR BUILDINGS Poo PLUMBING DETAILS
<br /> 4• WITH COMPLEX MECHANICAL SYSTEMS,ANINDLPENDENT,REVIEW OF THESE
<br /> DOCUMENTS BY A THIRD PARTY DESIGN ENGINEER IS REQUIRED. P01 PLUMBING DETAILS AND NOTES
<br /> P02 WASTE AND VENT FLOOR PLAN
<br /> NOTE:
<br /> ALL DEFERRED SUBMITTALS MUST BE FIRST SUBMITTED TO ENGINEER OF 2. DESIGN REVIEW:DURING THE SCHEMATIC DESIGN PHASE OF THE BUILDING PROJECT, P03 PLUMBING SUPPLY PLAN
<br /> RECORD FOR REVIEW AND COORDINATION,AND MUST BE FOUND TO BE THE OWNER OR OWNER S REPRESENTATIVE,DESIGN TEAM AND DESIGN REVIEWER
<br /> ACCEPTABLE WITH NO EXCEPTIONS,PRIOR TO SUBMITTING THEM TO THE MUST MEET TO DISCUSS THE PROJECT SCOPE, SCHEDULE AND HOW THE DESIGN ESI-1 ELECTRICAL SITE PLAN IS THE CURRENT DRAWING SET REVISION NUMBER
<br /> Y. REVIEWER WILL COORDINATE WITH THE PROJECT TEAM. THE BUILDING OWNER OR
<br /> OWNER S REPRESENTATIVE SHALL INCL UDE THE DESIGN REVIEW CHECKLIST CJT
<br /> ESI-2 SITE PHOTOMETRIC
<br /> COMPLIANCE FORM IN THE CERTIFICATE OF COMPLIANCE DOCUMENTATION(SEE ESI-3 CANOPY PLAN
<br /> ESI-4 CANOPY DETAILS
<br /> SECTION 10-103).
<br /> N s-2�-� BLDG
<br /> E01 ELECTRICAL LIGHTING PLAMARK DATE .'
<br /> REVISIONS SUBMITTALS 3. CONSTRUCTION DOCUMENTS DESIGN REVIEWTHE CONSTRUCTION E02 ELECTRICAL POWER PLAN INITIAL
<br /> DESIGN REVIEW COMPLIANCE FORM LISTS THE ITEMS THAT SHALL BE CHECKED BY E02.1 ELECTRICAL EQUIPMENT PLAN 336 MAIN ST.
<br /> THE DESIGN REVIEWER DURING THE CONSTRUCTION DOCUMENT REVIEW. THE
<br /> 1. TRUSSES COMPLETED FORM SHALL BE RETURNED TO THE OWNER AND DESIGN TEAM FOR E03 PANEL SCHEDULES AND ONE LINE DIAGRAM
<br /> REVIEW AND SIGN-OFF. THE BUILDING OWNER OR OWNERS REPRESENTATIVE SHALL E03.1 ELECTRICAL SCHEDULE MOBI
<br /> RIPON, CA
<br /> INCLUDE THIS CONSTRUCTION DOCUMENTS DESIGN REVIEW COMPLIANCE FORMIN E04 SALES AREA EQUIPMENT ELEVATIONSREVISION 2
<br /> THE CERTIFICATE OF COMPLIANCE DOCUMENTATION(SEE SECTION 10-103). E05 ENERGEY CODE-INDOOR EM 291 - WOOD - PROTOTYPE
<br /> COMMISSIONING MEASURES SHOWN IN THE CONSTRUCTION DOCUMENTS INCLUDE EIS•1 ENERGY CODE -INDOOR INDEX AND DESIGN
<br /> COMMISSIONING MEASURES OR REQUIREMENTS IN THE CONSTRUCTION DOCUMENTS E05.2 ENERGY CODE -OUTDOOR PAR"ET ERS
<br /> (PLANS AND SPECIFICATIONS). COMMISSIONING MEASURES OR REQUIREMENTS SHOULD E05.3 ENERGY CODE-OUTDOOR
<br /> BE CLEAR, DETAILED AND COMPLETE TO CLARIFY THE COMMISSIONING PROCESS. THESE
<br /> REQUIREMENTS SHOULD INCLUDE THE LIST OF SYSTEMS AND ASSEMBLIES CO FUEL SYSTEM DRAWINGS COVER SHEET MILESTONES
<br /> COMMISSIONED, TESTING SCOPE, ROLES AND RESPONSIBILITIES OF CONTRACTORS, TL 1 SITE PLAN AND DISPENSER UNITS
<br /> REQUIREMENTS FOR MEETINGS, MANAGEMENT OF ISSUES, THE COMMISSIONING PROJECT PHASE DATE INITIALSSS# # SHEET
<br /> SCHEDULE, OPERATIONS AND MAINTENANCE MANUAL DEVELOPMENT AND OF TRAINING TL2 VENT NOTES&DETAILS ISSUED FOR PLANNING
<br /> AND CHECKLIST AND TEST FORM DEVELOPMENT,EXECUTION AND DOCUMENTATION. TL3 TANK NOTES &DETAILS ANAL X.1664 ISSUED FOR PERMIT JOB#Project
<br /> INCLUDE,FOR INFORMATION ONLY,ROLES OF NONCONTRACTOR PARTIES. A L. 714- 56-11098221 Number ` OO
<br /> TL4 TANK NOTES&DETAILS TEL. 714-856-I 105 ISSUED FOR BID x
<br /> E1 DISPENSER ELECTRICAL MJCDESIGN1@YAH00.COM ISSUED FOR CONSTRUCTION SCALE: AS NOTED
<br /> E2 DISPENSER DETAILS Do not use drawing for
<br /> construction unless initialed
<br />
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