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HANGERHEADED WELDED STUDHEADERHEIGHTHIGH STRENGTH BOLTSHOLDOWNHOLLOW STRUCTURAL SECTIONHORIZONTALHOT DIPPED GALVANIZEDFACE OF (CONC,FTG,ETC)FIELD NAILINGFINISHFINISH FLOORFLOORFOOT/FEETFOOTINGFOUNDATIONFRAMINGJTJSTJHINFOIDINTHGRHWSHDRHTHSBHDHSSHORIZHDGGAGALVGTGLBGRGYPF.O.__FNFINFFFLRFTFTGFDNFRMGJOINTJOISTJOIST HANGERINFORMATIONINSIDE DIAMETERINTERIORGAGEGALVANIZEDGIRDER TRUSSGLU-LAMGRADEGYPSUMRRWLREINF(R)REQDRFRORADIUSRAIN WATER LEADERREINFORCE/ING/MENT/DREPLACEREQUIREDROOFROUGH OPENINGWEIGHTWELDED WIRE FABRICWITHWOOD SCREWWORK POINTUNLESS OTHERWISE NOTEDTHICKTHREADEDTHROUGHTOE NAILTONGUE AND GROOVETOP AND BOTTOMTOP FLANGE JOIST HANGERTOP OF (CONC, FTG, ETC)TRANSVERSETYPICALSECTIONSHEATHINGSHEET METAL SCREWSSIMILARSLAB JOINTSPACINGSQUARESTAGGER/EDSTANDARDSTEELSTIFFENERSTRUCTURE/ALSTRUCTURAL PLYWOODTHKTHRDTHRUTNT>&BTFJHT.O.__TRANTYPWTWWFW/WSWPVERTUONVERTICALSECTSHTGSMSSIMSJSPCGSQSTAGSTDSTLSTIFSTRUCTSPPARTIAL JOINT PENETRATIONPENETRATIONPENNYPERPENDICULARPIECEPLATEPLUMBINGPLYWOODPOUNDSPOUNDS PER SQUARE FOOTPOUNDS PER SQUARE INCHPOWDER DRIVEN FASTENERPRESSURE TREATEDPROJECTIONON CENTEROPENINGOPPOSITE HANDOUTSIDE DIAMETEROVERNEUTRAL AXISNEWNO CAMBERNOMINALNOT TO SCALENUMBER/POUNDSMACHINE BOLTMANUFACTURE/D/ING/RMAXIMUMMECHANICALMETALMINIMUMLAG SCREWLIGHT WEIGHT CONCRETELONGITUDINALLONG LEG HORIZONTALLONG LEG VERTICALNA(N)NCNOMNTS#PJPPENdPERPPCPLPLUMBPLYWDLBSPSFPSIPDFPTPROJOCOPNGOPHODOV/MBMFRMAXMECHMTLMINLSLWCLONGITLLHLLVCALIFORNIA BUILDING CODECAMBERCAST IN PLACECEILINGCENTER LINECENTERCHANNELCLEARCOLUMNCOMPLETE JOINT PENETRATIONCONCRETECONCRETE MASONRY UNITCONCRETE TILT-UP PANELCONNECTIONCONSTRUCTION/COLD JOINTCONTINUOUSCONTRACTORCALIFORNIA RESIDENTIAL CODECOUNTERSINKBEAMBELOWBETWEENBLOCKBLOCKINGBOTTOMBOTTOM OFBOUNDARY NAILINGBRACINGBUILDINGABOVEABOVE FINISH FLOORADDITIONALAGGREGATEALTERNATEANCHOR BOLTANDANGLEARCHITECT/URALATEACHEACH FACEEACH WAYEDGE OFELECTRIC/ALELEVATIONEMBEDMENTEND NAILEQUALEQUIPMENTEXISTINGEXPANSION JOINTEXTERIOREAEFEWE.O.__ELECELEVEMBEDENEQEQUIP(E)EJEXTDIAGDSØDIMDBLDFDNDWGSCBCCCIPCLGCLCTRCCLRCOLCJPCONCCMUCTUPCONNCJCONTCONTRCRCCSKBMBLWBTWNBLKBLKGBOTB.O. __BNBRCGBLDGABVAFFADDLAGGRALTAB&LARCH@DIAGONALDIAGONAL SHEATHINGDIAMETERDIMENSIONDOUBLEDOUGLAS FIRDOWNDRAWINGSKSIKIPS PER SQUARE INCHGENERAL NOTESSCOPE OF WORKABBREVIATIONSDEMOLITION NOTESSHEET INDEXAPPLICABLE BUILDING CODESSTATEMENT OF SPECIAL INSPECTIONSDEFERRED SUBMITTALSLOCATION MAPDESIGN PROFESSIONAL INFORMATIONPROJECTLOCATION1. THE SCOPE OF WORK COVERED UNDER THIS PERMIT IS RECONSTRUCTION OF THE ROOF FRAMING ABOVE A COMMERCIAL RESTAURANT AFTER A MODERATE FIRE.2. ALL NEW WORK SHALL CONFORM TO THE 2019 CALIFORNIA BUILDING CODE AND OTHER APPLICABLE CODES AND STANDARDS.3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAKE THEMSELF FAMILIAR WITH ALL EXISTING CONDITIONS, BUILDING PLANS, AND ALL SITE CONDITIONS WHICH MAY AFFECT HIS WORK. THEY SHALL ASCERTAIN THE EXTENT OF DEMOLITION WORK REQUIRED TO COMPLETE THE STRUCTURE PER NEW PLANS AND BE RESPONSIBLE FOR ITS SAFE COMPLETION. THE CONTRACTOR SHALL MATCH EXISTING HEIGHTS, LINES, MATERIALS, FINISHES AND CONDITIONS UNLESS NOTED OTHERWISE ON NEW PLANS.4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH THE PERTINENT SECTIONS, AS THEY APPLY TO THIS PROJECT OF THE "CONSTRUCTION SAFETY ORDERS" ISSUED BY THE STATE OF CALIFORNIA AND ALL OSHA REQUIREMENTS. THE ENGINEER AND THE OWNER DO NOT ACCEPT ANY RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO COMPLY WITH THESE REQUIREMENTS.5. IT IS THE CONTRACTOR'S RESPONSIBILITY FOR ADEQUATE DESIGN AND CONSTRUCTION OF ALL FORMS, BRACING AND SHORING REQUIRED.6. THE CONTRACTOR SHALL PROVIDE ADEQUATE STAYS AND BRACING OF ALL FRAMING UNTIL ALL ELEMENTS OF DESIGN HAVE BEEN INCORPORATED IN THE PROJECT.7. CONTRACTOR FIELD VERIFY ALL DIMENSIONS PRIOR TO COMMENCING WITH NEW WORK.8. (N) DENOTES NEW, (E) DENOTES EXISTING, AND (R) DENOTES REPLACEMENT.1. ROOF ASSEMBLY: REMOVE THE EXISTING FIRE DAMAGED ROOF FRAMING OVER THE BUILDING'S DINING AREA. REPLACE WITH NEW ROOF STRUCTURE PER PLAN. PROVIDE NEW ROOF SHEATHING PER PLAN. PROVIDE NEW FINISHES ROOF PER PLAN. 2. WALL ASSEMBLY: REMOVE EXISTING INTERIOR WALL FINISHES, INSULATION, DROPPED T-BAR CEILING AND ELECTRICAL WIRING IN THE FRONT DINING ROOM, HALLWAY AND SERVING AREA. RETAIN WALL FRAMING AND SMOKE SEAL AS NEEDED, UON. RETAIN EXTERIOR WALL FINISHES. RETAIN WINDOWS PER PLAN. REPLACE DOORS PER PLAN.3. FLOOR ASSEMBLY: CLEAN (E) FLOOR FINISHES.4. ELECTRICAL: REMOVE (E) DAMAGED ELECTRICAL WIRING AND REPLACE BACK TO PANEL.5. MECHANICAL/PLUMBING: REMOVE (E) FAU UNIT AND DUCTWORK. REPLACE PER TITLE 24 ENERGY CALCULATIONS AND MATCH (E) CONDITIONS AS CLOSELY AS POSSIBLE. REPLACE (E) PLUMBING FIXTURES IN LIKE KIND.6. KITCHEN EQUIPMENT: REMOVE, CLEAN AND REINSTALL (E) KITCHEN EQUIPMENT. ENSURE ANY EXISTING FIRE PROTECTION SYSTEMS ARE FULLY OPERATIONAL INCLUDING FIRE EXTINGUISHERS, EXIT AND EMERGENCY LIGHTING AND HOOD FIRE SUPPRESSION SYSTEMS (ANSUL)2019 CALIFORNIA BUILDING CODE (CBC)2019 CALIFORNIA PLUMBING CODE (CPC)2019 CALIFORNIA MECHANICAL CODE (CMC)2019 CALIFORNIA ELECTRICAL CODE (CEC)2019 CALIFORNIA EXISTING BUILDING CODE (CBEC)2019 CALIFORNIA ENERGY CODE2019 CALIFORNIA GREEN BUILDING STANDARDS CODE1. ALL DEMOLISHED MATERIALS, DEBRIS, AND RUBBISH SHALL BE REMOVED FROM SITE AS SOON AS POSSIBLE. DO NOT ACCUMULATE DEBRIS ON THE FLOOR OR AT THE SITE.2. ALL BUILDING COMPONENTS AND FINISHES WHICH ARE TO REMAIN IN PLACE SHALL BE PROTECTED FROM DAMAGE DURING DEMOLITION.3. DEMOLITION CONTRACTOR SHALL MAINTAIN A SEPARATION BETWEEN AREAS WITHIN THE SCOPE OF WORK AND AREAS OUTSIDE THE SCOPE OF WORK BY PROVIDING PLASTIC SHEATHING BETWEEN CONTIGUOUS SPACES AND/OR TEMPORARILY TAPING OF JOINTS AND GAPS TO PREVENT DUST MIGRATION.4. USE ALL MEANS NECESSARY TO PREVENT THE SPREAD OF DUST TO ADJACENT AREAS.5. CONDUCT DEMOLITION OPERATIONS & THE REMOVAL OF DEBRIS TO ENSURE MINIMUM INTERFERENCE WITH STREETS, WALKS, & OTHER ADJACENT OCCUPANTS OR USED FACILITIES. COMPLY WITH LOCAL JURISDICTION REQUIREMENT FOR RECYCLING AND TREATMENT OF ITEMS TO BE RECYCLED.6. DISPOSE OF ALL DEMOLISHED OR REMOVED MATERIAL LEGALLY OFF THE SITE. COMPLY WITH ALL LOCAL HAULING AND DISPOSAL REQUIREMENTS.7. DEMOLITION PROCEDURES SHALL COMPLY WITH ALL STANDARD LOCAL, NATIONAL, STATE AND FEDERAL SAFETY REQUIREMENTS.8. DO NOT ALTER THE STRUCTURAL INTEGRITY OF THE EXISTING BUILDING OR ITS ASSEMBLIES UNLESS SPECIFICALLY NOTED OTHERWISE.DEGENKOLB ENGINEERSSACRAMENTO OFFICE:428 J STREETSUITE 500SACRAMENTO, CA 95814SAN FRANCISCO OFFICE:375 BEALE STREETSUITE 500SAN FRANCISCO, CA 94105(415) 392-6952SEATTLE OFFICE:1. SPECIAL INSPECTION IS NOT A SUBSTITUTE FOR INSPECTION BY THE BUILDING OFFICIAL OR BUILDING INSPECTOR. SPECIALLY INSPECTED WORK THAT IS INSTALLED OR COVERED WITHOUT THE APPROVAL OF THE BUILDING OFFICIAL AND THE SPECIAL INSPECTOR AND DESIGN ENGINEER IS SUBJECT TO REMOVAL OR EXPOSURE.2. NA1. NAFIRE DAMAGE REPAIREL FORASTERO MEXICAN FOODPROJECT INFORMATIONPROPERTY ADDRESSBUILDING INFORMATIONBUILDING OWNERNORTHDESIGN CRITERIAARCHITECTURALSTRUCTURALSYMBOL LEGEND12168471110151461395321CBAFEDTHE FOLLOWING REPRESENTS A PERMANENT ADDRESS NUMBERING SYSTEM.DETAILS AND SECTIONS MAY BE USED TOGETHER ON THE SAME SHEET.DETAILSINDICATES GRAVEL/AGGREGATE BASEINDICATES UNDISTURBED EARTHINDICATES SOLID WOODBLOCKING IN SECTION.INDICATES A CONTINUOUSWOOD MEMBER IN SECTION.WORK POINT, CONTROLPOINT OR DATUMMATERIAL LEGENDBUILDING SECTIONS AND WALL FRAMING ELEVATIONSGRID AT CENTER OF FRAMINGINDICATES PLYWOODINDICATES METALINDICATES SAND OR GROUT(STUCCO FINISH @ ELEVATIONS)INDICATES NEW CONCRETESHEET NUMBERING SYSTEM:MISCELLANEOUS SYMBOLS:SHEET NUMBERBEYOND ZERODRAWING TYPEDESIGNATIONDISCIPLINEDESIGNATIONS2.2DETAIL & ELEVATION CALLOUT:GRID AT FACE OF FRAMINGSECTION OR ELEVATION INDICATING THATDETAIL 1 WILL BE FOUND ON SHEET S0.1ARROW INDICATES VIEWING DIRECTIONINDICATES THAT DETAIL 1 WILL BE FOUND ON SHEET S0.3STRUCTURAL GRID IDENTIFIER:CONSTRUCTION COORDINATIONCONTRACTOR SHALL NOTIFY ENGINEER OF RECORD (EOR) OF DISCREPENCIES BETWEEN THE CONSTRUCTION DOCUMENTS AND AS-BUILT FIELD CONDITIONS PRIOR TO PURCHASING NON-REFUNDABLE BUILDING MATERIALS AND THEIR INSTALLATION. ENGINEER SHALL NOT BE HELD RESPONSIBLE FOR BUILDING MATERIAL EXPENSES AND ASSOCIATED COSTS FOR STRUCTURAL ALTERATIONS DUE TO NON-COORDINATED FIELD CONDITIONS.OAKLAND OFFICE:1300 CLAY STREETOAKLAND, CA 94612(510) 272-9040LOS ANGELES OFFICE:300 SOUTH GRAND AVENUESUITE 3850LOS ANGELES, CA 90071(213) 596-5000SAN DIEGO OFFICE:225 BROADWAYSUITE 1325SAN DIEGO, CA 92101(619) 515-02999TH FLOOR(916) 418-9100INDICATES COMPACTED EARTHINDICATES EXISTING CONCRETE1S0.2ZS0.1AA1718 E. HAMMER LNSTOCKTON, CA 95210A.P.N. 094-280-09NJ INVESTMENTS STOCKTON LLC56 TANGLEWOOD WAYSAN MATEO, CA 94403TOTAL BUILDING = 2,140 SQ FTOCCUPANCY CLASSIFICATION GROUP A-2CONSTRUCTION TYPE TYPE VB-WOOD FRAME (NON-SPRINKLERED)CLIMATE ZONE 121. DEAD LOADS:A. SLOPED TOP CHORD 14.5 PSFB. FLAT TOP CHORD 8.5 PSFC. BOTTOM CHORD 5.5 PSF2. LIVE LOADS:A. ROOF 20 PSF (REDUCIBLE)B. ATTIC W/O STORAGE 10 PSFC. ATTIC W/STORAGE 20 PSF3. WIND DESIGN LOADS:A. BASIC WIND SPEED (Vasd) 72 MPH (ASD) (Vult) 93 MPH (USD) B. RISK CATEGORY II C. EXPOSURE CATEGORY BD. INTERNAL PRESSURE COEFF (GCpi)±0.18E. WALL COMPONENTS & CLADDING +10 PSF/-13 PSF (Z4)/-16 PSF (Z5)F. ROOF COMPONENTS & CLADDING +10 PSF/-14 PSF (Z2)/-22 PSF (Z3)4. SEISMIC DESIGN CRITERIA:A. OCCUPANCY RISK CATEGORY IIB. IMPORTANCE FACTOR (Is) 1.0C. SEISMIC DESIGN CATEGORY DD. SITE CLASS DE. SS= 0.688g S1= 0.275gSDS= 0.573g SD1= 0.376gF. WOOD FRAMED SHEAR WALLS (R = 6.5)G. BASE SHEAR (V) = (CS)W = 0.080W (ASD)H. ANALYSIS PROCEDURE - EQUIVALENT LATERAL FORCE5. FLOOD LOADS: NOT APPLICABLE6. SNOW LOADS: NOT APPLICABLE600 UNIVERSITY STREETSUITE 720SEATTLE, WA 98101(206) 262-9240LOT COVERAGELOT AREA = 10,866 SQ FTACCESSIBILITY FEATURE UPGRADESTHE COST OF CONSTRUCTION FOR THIS TENANT IMPROVEMENT/FIRE REPAIR PROJECT DOES NOT EXCEED THE CURRENT COST EVALUATION THRESHOLD OF $172,418.00. PER THE 2019 CBC, SECTION 11B-202.4.8, UP TO AN ADDITIONAL 20% MAXIMUM OF THE PROJECT CONSTRUCTION COST WILL BE SPENT ON THE FOLLOWING ACCESSIBILITY FEATURE UPGRADES:1. PRIMARY ENTRANCE TO REMODELED AREAA. DOORa. CHANGE OF DOORb. THRESHOLDB. EXTERIOR LANDINGa. 60"X60" LEVEL EXTERIOR LANDING AT PRIMARY ENTRANCES AND EXITS2. PARKING, STORAGE, ALARMSA. PROVIDE ACCESSIBLE PARKING SPACE(S)B. RE-STRIPEC. SIGNAGED. CURB RAMPDEGENKOLB ENGINEERS428 J ST, SUITE 500SACRAMENTO, CA 95814916.418.9100 (P)www.degenkolb.comSAN FRANCISCO LOS ANGELES OAKLAND SACRAMENTO SAN DIEGO SEATTLE TAHOEPETERILDASN NJ.No. 4901CUSCFOETREGRISREATSTEDTATAIEN G IN EERARL ROFIUNLExp. 6-30-23CTUURALRTS DATEDRAWNJOB NOSHEETREVISIONS:ProjectSheet TitleFile Path:C:\Users\kworcester\Documents\C1A84192.00-El Forastero_R20_kworcester.rvtC1A84192.00A0.1LOCATION MAP & GENERAL NOTESEL FORASTERO MEXICAN FOOD1718 E. HAMMER LNSTOCKTON, CA 9521011/04/2021KLMA0.1 LOCATION MAP & GENERAL NOTESA0.2 SITE PLANA0.3 STANDARD NOTESA2.1 FLOOR PLANA3.1 PHOTO ELEVATIONSA3.2 REFLECTED CEILING AND ROOF PLANSA4.1 ARCHITECTURAL DETAILSS0.1 STANDARD STRUCTURAL NOTESS0.2 STANDARD STRUCTURAL DETAILSS2.1 ROOF FRAMING PLANS4.1 STRUCTURAL DETAILSE1.1 SCHEDULES + LEGENDSE2.1 ELECTRICAL PLANSE3.1 TITLE 24M1.1 MECHANICAL NOTES & SCHEDULEM2.1 MECHANICAL FLOOR & ROOF PLANSM3.1 MECHANICAL DETAILST24.1 TITLE 24P1.1 PLUMBING PLANDateDescription101/19/22Plan Check Response101/21/2022San Joaquin County Environmental Health Department 1868 E. Hazelton Ave. Stockton, CA 95205 (209) 468-3420 APPROVED WITH CONDITIONS For conditions, please see approval letter dated: Approved by:_______________________Date:_______________ 2/9/22Feb 09, 2022 Daria Afonskaia
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