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LUMBER GRADESCONDITIONGRADEPLATES & BLOCKINGSTUD OR BETTERSTUDS TO 9-0" IN HEIGHTSTUD OR BETTERSTUDS OVER 9'-0" IN HEIGHT#22x RAFTER JOISTS#24x6 THROUGH 4x12 BEAMS, HEADER & POSTS#24x14 BEAMS, HEADERS & POSTS#14x4 POSTS, HEADERS#26x AND LARGER POSTS, BEAMS, STRINGERS#1WOOD FRAMING1.SAWN LUMBER: ALL STRUCTURAL SAWN LUMBER SHALL BE DOUGLAS FIR LARCH WITH 19%MAXIMUM MOISTURE CONTENT OF THE FOLLOWING GRADES, CONFORMING TO STANDARDGRADING RULES FOR WEST COAST LUMBER NO. 17, UNLESS NOTED OTHERWISE. THE LUMBERGRADES AS SPECIFIED BELOW MEET MINIMUM REQUIREMENTS:2.GRADE STAMPS: WHERE POSSIBLE ALL LUMBER GRADE STAMPS SHALL REMAIN ONLUMBER AFTER INSTALLATION. CONVENTIONAL LUMBER SHALL MEET DOC PS 20 REQ.3.PRESSURE TREATED LUMBER: ALL EXPOSED EXTERIOR WOOD AND WOOD BEARING ONCONCRETE OR MASONRY SHALL BE PRESSURE TREATED FIR. ALL NAILS TO PLATESTREATED w/ BORATE MAY BE STANDARD NAILS, FOR ALL OTHER PRESSURE TREATEDPLATES, USE HOT DIP GALVANIZED NAILS.4.PLYWOOD/OSB: EACH WOOD-BASED STRUCTURAL-USE PANEL USED FOR DIAPHRAGMCONSTRUCTION SHALL BE IDENTIFIED BY A REGISTERED STAMP OR BRAND OF ANICC-APPROVED COMPLIANCE ASSURANCE AGENCY.WOOD-BASED STRUCTURAL-USEPANELS SHALL MEET THE REQUIREMENTS OF DOC PS 1 OR PS 2. ALL PANELS SHALL BEGLUED WITH EXTERIOR TYPE GLUE MEETING APA SPECIFICATIONS. PANELSPERMANENTLY EXPOSED TO THE OUTDOORS SHALL BE EXTERIOR TYPE.5.METAL CONNECTORS: ALL METAL CONNECTORS SHALL BE THOSE MANUFACTURED BYSIMPSON STRONG TIE OR USP LUMBER CONNECTORS. THE NAILS FOR THESECONNECTORS SHALL BE AS SPECIFIED BY THE MANUFACTURERS FOR CAPACITY OF THEHARDWARE. ALL CALLOUTS REFER TO SIMPSON PRODUCT CODES AND NAMES. REFERTO CROSS REFERENCE TABLES PROVIDED BY USP IN THEIR PRODUCT CATALOGS.6.FIRE STOPS: PROVIDE FIRE STOPS AT ALL INTERSECTIONS OF STUD WALLS AT FLOOR,CEILING AND ROOF. FIRE STOPS SHALL BE 2x NOMINAL THICKNESS OF WOOD AND SHALLBE THE FULL WIDTH OF THE ENCLOSED SPACE. PLACE FIRESTOPS AT A MAXIMUMSPACING OF 10'-0" IN THE VERTICAL DIRECTION. PROVIDE 2x FIRE STOPS IN ALL FURREDSPACES, VERTICAL AND HORIZONTAL, AND AT A MAXIMUM SPACING OF 10'-0" IN EACHDIRECTION AND AT THE SAME LINES AS FIRE STOPS IN ADJACENT STUD WALLS.7.BOLT HOLES: IN WOOD SHALL BE 1/32" TO 1/16" LARGER THAN THE NOMINAL BOLTDIAMETER . ALL BOLTS SHALL HAVE A STANDARD CUT WASHER UNDER HEAD AND NUTUNLESS NOTED OTHERWISE.8.BOLTS: ALL BOLTS USED FOR WOOD CONNECTIONS SHALL BE ASTM A307, U.N.O. ALLNUTS AND BOLTS SHALL BE RE-TIGHTENED PRIOR TO THE APPLICATION OF SHEATHING,PLASTER, ETC.9.NOTCHING & CUTTING: STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC.UNLESS SPECIFICALLY DETAILED. NOTCHING OF HORIZONTAL STRUCTURAL MEMBERSSHALL CONFORM TO THE BUILDING CODE. NOTCHING AND BORING OF STUDS AND TOPPLATES SHALL CONFORM TO THE BUILDING CODE.10.JOIST BLOCKING: PROVIDE 2x BLOCKING BETWEEN JOISTS AND RAFTERS AT ALL BEARINGSUPPORTS U.N.O. CROSS BRIDGING OR SOLID BLOCKING SHALL BE PROVIDED AT 8'-0" O.C.MAXIMUM FOR ALL JOISTS UNLESS BOTH EDGES ARE HELD IN LINE FOR THEIR ENTIRELENGTH.11.JOIST HANGERS: FOR I-JOISTS, PROVIDE SIMPSON "IUS" HANGER. FOR CONVENTIONALJOIST, USE SIMPSON "LUS" HANGER, OR EQUIVALENT.12.BEAM BEARING: ALL BEAMS TO BE SUPPORTED WITH FULL BEARING UNLESS NOTEDOTHERWISE.13.CONVENTIONAL FRAMING: ALL CONVENTIONAL FRAMED PORTIONS OF THE STRUCTUREARE TO BE CONSTRUCTED PER SECTION 2308 OF THE CBC.14.WALLS ON WOOD FLOOR: PROVIDE SINGLE FLOOR JOIST BELOW NON-BEARING,PARALLEL WALLS 10'-0" OR LONGER.15.FINGER JOINTED STUDS: IT IS STRUCTURALLY ACCEPTABLE TO USE STRUCTURAL GLUED(FINGER-JOINTED) LUMBER. ALL FINGER-JOINTED LUMBER MUST BE "CER EXT JNTS" ANDCONFORM WITH THE WWPA'S GLUED PRODUCTS PROCEDURES AND QUALITY CONTROL.FINGER-JOINTED LUMBER IS TO BE STAMPED WITH "CER EXT JNTS" AND MAY BE USEDINTERCHANGEABLE WITH ANY SOLID-SAWN LUMBER PRODUCT OF THE SAME SPECIESAND GRADES. PLEASE REFER TO LUMBER SPECIFICATION IN THE STRUCTURAL GENERALNOTES AND CALCULATIONS.16.PLATE WASHERS AT NON-SILL PLATE APPLICATION: MINIMUM SIZE FOR SQUARE PLATEWASHERS:PLATE WASHERSNON SILL PLATE APPLICATIONBOLT SIZEPLATE WASHER SIZE12"316" x 2" x 2"58"14" x 2 12" x 2 12"34"516" x 2 34" x 2 34"78"516" x 3" x 3"1"38" x 3 12" x 3 12"NAILS1.DIAPHRAGM NAILING: ALL FLOOR SHEATHING, ROOF SHEATHING AND SHEAR PANELSCONSTRUCTED USING WOOD-BASED STRUCTURAL-USE PANELS SHALL BE FASTENEDWITH COMMON NAILS. HARDWARE SHALL BE NAILED PER MANUFACTURER'SREQUIREMENTS, OTHERWISE SHORT NAILS MAY BE USED. NAILING SHALL BE PER THEBUILDING CODE UNLESS NOTED OTHERWISE ON THE PLANS OR DETAILS.2.NAIL GUNS: MUST BE EQUIPPED WITH A FLUSH NAILER ATTACHMENT FOR NAILING OFPLYWOOD SHEAR WALLS, FLOOR SHEATHING AND ROOF SHEATHING.3.NAIL MANUFACTURING: ALL NAILS MUST BE DOMESTICALLY MANUFACTURED & MEETTHE REQUIREMENTS OF THE CURRENT BUILDING CODE.4.GALVANIZED NAILS: ALL NAILS INTO PRESSURE TREATED LUMBER SHALL BE HOT DIPPEDGALVANIZED OR OTHER APPROVED COATING TO RESIST CORROSION UNLESS PRESSURETREATED PLATE IS TREATED WITH BORATE.1.MANUFACTURED LUMBER: ALL MANUFACTURED SHALL HAVE ICC APPROVAL FOR THE LATESTBUILDING CODE.2.SIZES & STRENGTH: THE FOLLOWING MINIMUM DESIGN VALUES MUST BE ACHIEVED FOR EACHTYPE OF MANUFACTURED LUMBER SPECIFIED ON THE STRUCTURAL PLANS.STRUCTURAL COMPOSITE LUMBERBEAM TYPEMINIMUM DESIGN VALUESFb (PSI)Fv (PSI)E (PSI x 10^6)PSL - PARALLAMALTERNATE:ROSBORO BIGBEAM DF2,9002902.2LVL - MICROLAM2,6002851.9LSL - TIMBERSTRANDALTERNATE: ROSBORO X-BEAM(24F-V4)2,3253101.55GLUED LAMINATED LUMBER1.FABRICATION AND WORKMANSHIP: ALL FABRICATION AND WORKMANSHIP SHALLCONFORM TO THE CURRENT EDITION OF THE STANDARD SPECIFICATIONS FORSTRUCTURAL GLUED LAMINATED DOUGLAS FIR (COAST REGION) LUMBER BY THE WESTCOAST LUMBERMEN'S ASSOCIATION AND CURRENT EDITION OF TIMBERCONSTRUCTION.2.MATERIAL: ALL GLUED LAMINATED MEMBERS SHALL BE DOUGLAS FIR, COMBINATION24F WITH WATERPROOF RESORCINAL OR PHENOL RESORCINAL GLUE CONFORMING TOTHE FEDERAL SPECIFICATIONS MIL-A-397-B. REFERENCE THE FOLLOWING TABLE FORGLU-LAM GRADE BASED ON USE:3.FINISH: FINISH OF THE MEMBERS SHALL BE INDUSTRIAL APPEARANCE GRADE INCONFORMANCE WITH THE STANDARD APPEARANCE GRADES OF THE A.I.T.C.4.INSPECTION: A CERTIFICATE OF INSPECTION FOR EACH GLU-LAM BEAM FROM ANAPPROVED TESTING AGENCY SHALL BE SUBMITTED TO AND APPROVED BY THE LOCALBUILDING DEPARTMENT AND BY THE ENGINEER PRIOR TO ERECTION. ALL GLU-LAMBEAMS SHALL BE PROPERLY IDENTIFIED TO THE SATISFACTION OF THE BUILDINGDEPARTMENT. GLU-LAM BEAMS SHALL BE MARKED ANSI/AITC STANDARD A1901.1. THECERTIFICATE SHOULD BE PROVIDED TO THE FIELD INSPECTOR AND SHALL STATE THEBEAM PROPERTIES AND CAMBER.5.CAMBER: ALL GLU-LAM BEAMS SHALL HAVE A STANDARD CAMBER BASED ON RADIUSOF 3500 FT., U.N.O.GLUE-LAMITED BEAM SPECIFICATIONSBEAM CONDITIONGRADE:SIMPLY SUPPORTEDDF/DF 24F-V4CANTILEVEREDDF/DF 24F-V8CONTINUOUS OVER SUPPORTSDF/DF 24F-V8MANUFACTURED LUMBER PRODUCTSPROPRIETARY ANCHORAGES AND FASTENERS1.ANCHORAGES:A.DRILL AND EPOXY ANCHORS: SIMPSON SET-XP EPOXY ADHESIVE SYSTEM USINGTHREADED STEEL RODS CONFORMING TO ASTM-F1554, GRADE 36, OR REINFORCINGSTEEL CONFORMING TO ASTM A615 OR A706, GRADE 60, COMPLYING WITH ICC ES ESR2508. INSTALLERS TO BE CERTIFIED BY MANUFACTURER.B.MECHANICAL ANCHORS: HILTI KWIK BOLT-III CARBON STEEL EXPANSION ANCHORSCOMPLYING WITH ICC ES REPORT NO. 1385.C.WELDED SHEAR STUDS: NELSON 3SL FLUX FILLED, HEADED STUD ANCHORS, 60,000PSI MINIMUM ULTIMATE TENSILE STRENGTH, AUTOMATICALLY END WELDED IN FIELDCONFIRMING TO ASTM A108 AND COMPLYING WITH ICC ES REPORT NO. 2614.D.WELDED DEFORMED ANCHORS: NELSON D2L, COLD ROLLED, DEFORMED STEELREINFORCING BARS CONFORMING TO ASTM A496 AND COMPLYING WITH ICC ESREPORT NO. 5217.2.FASTENERS:A.POWDER ACTUATED FASTENERS: HILTI XCP, COMPLYING WITH CURRENT ICC ESREPORT NO. 2379. PROVIDE APPROPRIATE WASHER BETWEEN FASTENER HEAD ANDLIGHT GAUGE METAL OR WOOD SURFACE.B.SELF-DRILLING METAL SCREWS (INDICATED "SCREWS" ON DRAWINGS): MINIMUM0.292-INCH HEAD DIAMETER SELF-DRILLING/SELF-TAPPING STEEL SCREWS COMPLYINGWITH ICC ES REPORT. MINIMUM YIELD STRESS, FY=33 KSI.3.INSTALLATION: SEE MANUFACTURER'S WRITTEN INSTRUCTIONS AND REFERENCED ICC ESREPORT.A.MATERIALS NOT TO BE PENETRATED BY FASTENERS OR ANCHORAGES:POST-TENSIONED CONCRETE AND PRECAST, PRESTRESSED CONCRETE UNLESSSPECIFICALLY DETAILED HEREIN OR AS ACCEPTED IN WRITING BY ARCHITECT(STRUCTURAL ENGINEER). WHEN INSTALLATION IS PERMITTED, LOCATE PRESTRESSINGAND POST-TENSIONED TENDONS ACCURATELY PRIOR TO INSTALLATION.B.DRILLING HOLES IN EXISTING CONCRETE OR MASONRY FOR ANCHORAGES: USENON-PNEUMATIC, RATARY HAMMER TOOLS WITH ANSI COMPLIANT NON-REBARCUTTING DRILL BITS TO DRILL HOLES OF PROPER TOLERANCES. LOCATE EXISTINGREBAR INCLUDING PRESTRESSING AND POST-TENSIONING TENDONS USINGNON-HAZARDOUS, NONDESTRUCTIVE 1 METHODS WITH ACCURATE LOCATIONTOLERANCES (PLUS OR MINUS INCH PRIOR TO DRILLING 4 HOLES TO AVOID CUTTINGOR DAMAGING. HOLES SHALL BE THOROUGHLY CLEANED PER MANUFACTURERSWRITTEN RECOMMENDATIONS PRIOR TO INSTALLATION OF ANCHORAGES.C.DELETERIOUS MATERIALS: KEEP ANCHORAGES, INCLUDING HOLES FOR DRILL ANDEPOXY ANCHORS AND MECHANICAL ANCHORS, FREE OF DUST, GREASE, AND OTHERMATERIALS THAT IMPAIR BOND.4.TESTING FOR DRILL AND EPOXY ANCHORS:A.SPECIAL INSPECTION: SPECIAL INSPECTOR WILL PERFORM CONTINUOUS SPECIALINSPECTION DURING INSTALLATION.STRUCTURAL OBSERVATIONS FOR SEISMIC & WIND RESISTANCE:ENGINEER OF RECORD - STRUCTURAL OBSERVATION PROGRAM1.THE OWNER SHALL EMPLOY THE ENGINEER REGISTERED/LICENSED IN THE STATE OF CALIFORNIA WHOIS RESPONSIBLE FOR THE STRUCTURAL DESIGN TO PERFORM STRUCTURAL OBSERVATION(S).ENGINEER IN RESPONSIBLE CHARGE/ENGINEER OF RECORD:NAME: SHAWN LOTHROP, SELIC #:S5627OBSERVER DESIGNATED BY E.O.R. RESPONSIBLE FOR STRUCTURAL OBSERVATION(S):NAME:SHAWN LOTHROP, SELIC #:S56272.STRUCTURAL OBSERVATIONS SHALL BE PROVIDED BY THE DESIGNATED STRUCTURAL OBSERVER FORALL BUILDINGS AT THE FOLLOWING STAGES OF CONSTRUCTION, UNLESS OTHERWISE AUTHORIZED ORREQUESTED IN WRITING BY THE BUILDING OFFICIAL:A.PRE-CONCRETE POUR REBAR OBSERVATIONB.WOOD FRAMING OBSERVATION PRIOR TO COVERING w/ FINISH & AFTER ROOF LOAD3.PRIOR TO COMMENCEMENT OF OBSERVATION, THE STRUCTURAL OBSERVER SHALL SUBMIT TO THEBUILDING DEPARTMENT A WRITTEN STATEMENT IDENTIFYING THE FREQUENCY AND EXTENT OF THESTRUCTURAL OBSERVATION.4.AT THE CONCLUSION OF WORK, THE STRUCTURAL OBSERVER SHALL SUBMIT TO THE BUILDINGDEPARTMENT A WRITTEN STATEMENT THAT THE STRUCTURAL OBSERVATION VISITS HAVE BEEN MADEAND IDENTIFY ANY REPORTED DEFICIENCIES WHICH, TO THE BEST OF THE STRUCTURAL OBSERVER'SKNOWLEDGE, HAVE NOT BEEN RESOLVED.DEPUTY SPECIAL INSPECTOR1.DEPUTY SPECIAL INSPECTIONS SHALL BE PROVIDED BY: (TO BE DETERMINED)2.SPECIAL INSPECTOR SHALL BE HIRED BY THE OWNER TO PROVIDE SPECIALINSPECTIONS AS REQUIRED PER THE PLANS.3.SPECIAL INSPECTOR: A QUALIFIED PERSON, EMPLOYED BY THE OWNER, WHO HASDEMONSTRATED COMPETENCE TO THE SATISFACTION OF THE BUILDING OFFICIALFOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATIONREQUIRING SPECIAL INSPECTION. DUTIES INCLUDE VISUAL INSPECTIONS AND FIELDMEASUREMENTS OF MATERIALS, OBTAINING SPECIMENS FOR TESTS AND RELATEDACTIONS INCLUDING PREPARATION OF REPORTS.4.CONTINUOUS INSPECTION: ON SITE INSPECTION BY THE SPECIAL INSPECTOR ON ACONTINUOUS BASIS OBSERVING ALL WORK REQUIRING SPECIAL INSPECTION.5.PERIODIC INSPECTION: INTERMITTENT INSPECTION AS PERMITTED BY THE PLAN,SPECIFIED AT PRE-DETERMINED INTERVALS OR MORE FREQUENTLY AS WORKPROGRESSES. NO SIGNIFICANT ELEMENTS OR AREAS SHALL BE COVERED BYADDITIONAL WORK UNTIL APPROVED BY THE BUILDING OFFICIAL AND/OR SPECIALINSPECTOR.6.REPORTS SHALL BE SUBMITTED TO THE BUILDING OFFICIAL IN A TIMELY MANNERAS DETERMINED BY THE BUILDING OFFICIAL.1.MANUFACTURED WOOD OPEN WEB TRUSSES ARE A DEFERRED SUBMITTAL ITEM. SEEDESIGN/BUILD NOTE SECTION FOR REQUIREMENTS.2.TRUSSES INDICATED ON THE DRAWINGS AS "RED-L", "RED-LT", "RED-W", "RED-S",“RED-M”, AND/OR "RED-H" ARE BY REDBUILT, LLC AND SHALL BE INSTALLED INCONFORMANCE WITH ICC ESR-1774. ALTERNATE MANUFACTURERS MAY BE USEDWITH WRITTEN CONSENT BY THE STRUCTURAL ENGINEER. TRUSSES SHALL BEDESIGNED AND MANUFACTURED BY A MANUFACTURER LICENSED TO DO SO, SHALLCOMPLY WITH ANSI/TP1, AND BE ACCEPTED BY THE LOCAL BUILDING DEPARTMENT.TRUSSES SHALL HAVE A VALID ICC REPORT FOR THE APPLICATIONS SHOWN ON THEDRAWINGS.3.ALL TRUSS COMPONENTS INCLUDING LAMINATED CHORDS AND CHORDREINFORCEMENT SHALL BE FACTORY GLUED.4. TRUSSES SHALL BE DESIGNED FOR:A.DESIGN LOADS AS SHOWN IN PROJECT DESIGN CRITERIA ON SN1.B.APPLICABLE LOADS AS SHOWN IN PROJECT DESIGN CRITERIA NOTE SECTIONAND FOR ADDITIONAL LOADS SUCH AS: ADDED VERTICAL LOADS, AXIAL LOADS,MECHANICAL UNITS, DUCTS, PIPING, SPRINKLERS, ROOF SCREEN, CURTAINBOARD, ETC. GENERAL CONTRACTOR SHALL COORDINATE.C.SECTION PROPERTIES OF THE OPEN WEB TRUSSES ONLY SHALL BE USED INDEFLECTION CALCULATIONS. DEFLECTION SHALL BE LIMITED TO THEFOLLOWING:5.IN ADDITION TO COMPLYING WITH STRESS AND DEFLECTION CRITERIA, CONSIDERATIONSHALL BE GIVEN TO VIBRATION CHARACTERISTICS OF THE FLOOR SYSTEM. MEASURESSHALL BE TAKEN TO PROVIDE TRUSSES THAT WHEN USED IN THE FLOOR SYSTEM,YIELD AN ACCEPTABLE PERCEPTION OF VIBRATIONS.6.TRUSS DEPTHS SHALL BE AS SHOWN ON THE DRAWINGS WITH CHORD WIDTH ANDTHICKNESS AS REQUIRED BY NAILING AND BOLTING AS SHOWN ON THE PLANS ANDDETAILS.7.TOP CHORD, BOTTOM CHORD, AND CHORD REINFORCEMENT WHERE NAILED ORSCREWED SHALL HAVE A SPECIFIC GRAVITY OF 0.50 OR GREATER. THEMANUFACTURER SHALL VERIFY IN WRITING THAT CHORDS OF THE TRUSSES AREDESIGNED TO AVOID SPLITTING FOR NAILING OF SHEATHING, STRAPS, AND ANCHORSAS SHOWN ON THE PLANS AND DETAILS.8.PROVIDE ICC APPROVED HANGERS OF ADEQUATE STRENGTH TO RESIST ALL DESIGNLOADS WITH SUPPORTING CALCULATIONS. USE SKEWED HANGERS AT SKEWEDCONDITIONS.9.CAMBER ALL TRUSSES FOR ONE AND A HALF TIMES THE CALCULATED DEAD LOADDEFLECTION.DEFERRED APPROVAL ITEMS & REQUIREMENTS1.THE ABBREVIATION "GC" WHERE SHOWN ON THE DRAWINGS INDICATES GENERALCONTRACTOR, OR IN THE CASE WHERE THE PROJECT DOES NOT HAVE A GENERALCONTRACTOR, THE CONTRACTOR RESPONSIBLE FOR THE DEFERRED SUBMITTALITEM(s).2.FOR ITEMS REQUIRING DEFERRED APPROVAL, THE CONTRACTOR SHALL BERESPONSIBLE FOR OBTAINING PERMITS. THE CONTRACTOR SHALL PREPARE ALLREQUIRED DOCUMENTS: CALCULATIONS, SHOP DRAWINGS, MATERIAL SPECIFICATIONSAND DATA SHEETS, ALL OF WHICH SHALL BE STAMPED AND SIGNED BY APROFESSIONAL ENGINEER LICENSED IN THE PROJECT STATE. IN THE EVENT THAT THECONTRACTOR IS UNABLE TO OBTAIN OUTSIDE STRUCTURAL ENGINEERING SERVICES,INNOVATIVE STRUCTURAL ENGINEERING (ISE) CAN BE CONTRACTED TO PERFORMSUCH SERVICES AT AN ADDITIONAL FEE. PRIOR TO THE CONTRACTOR'S SUBMITTAL TOTHE BUILDING DEPARTMENT, ALL DOCUMENTS SHALL BE SUBMITTED TO THESTRUCTURAL ENGINEER FOR REVIEW. THIS REVIEW IS LIMITED TO VERIFICATION THATTHE DESIGN COMPLIES WITH THE PROJECT DESIGN LOADING CRITERIA, THAT THEPRIMARY STRUCTURAL SYSTEM IS CAPABLE OF SUPPORTING THE IMPOSED LOADS ATCONNECTION POINTS, AND FOR COORDINATION AS REQUIRED. THE PREPARER OF THEDOCUMENTS IS SOLELY RESPONSIBLE FOR THEIR DESIGN. THE STRUCTURALENGINEER IS NOT RESPONSIBLE FOR VERIFICATION OF CODE COMPLIANCE. THECONTRACTOR SHALL SUBMIT THE DOCUMENTS TO THE BUILDING DEPARTMENT ANDRESOLVE ALL PLAN CHECK CORRECTIONS TO OBTAIN A PERMIT. FABRICATION ANDINSTALLATION OF DESIGN/BUILD AND DEFERRED APPROVAL ITEMS SHALL NOTPROCEED UNTIL THE DESIGN TEAM HAS REVIEWED THE DOCUMENTS AND THECONTRACTOR HAS OBTAINED A PERMIT FOR THE ITEMS REQUIRING DEFERREDAPPROVAL.3.THE CONTRACTOR SHALL COORDINATE WITH OTHER TRADES, THE ARCHITECT, ANDOTHER CONSULTANTS. DESIGN SHALL INCLUDE THE DESIGN OF THE ELEMENT AND ITSCONNECTION TO THE STRUCTURE. THE STRUCTURAL ENGINEER HAS NOT DESIGNEDTHE FOLLOWING ITEMS:A.WOOD OPEN WEB TRUSSES, WOOD MANUFACTURED PLATED TRUSSES.B.CURTAIN WALL, WINDOW WALL, LOUVER, AND GLAZING SYSTEMS.C.HANDRAILS, GUARDRAILS, AND LANDINGS.F.ARCHITECTURAL PRECAST CONCRETE AND GFRC PANELS.G.SKYLIGHT SYSTEMS.H.FIRE SPRINKLER SUPPORT.I.CEILINGS.J.ANCHORAGE OF EQUIPMENT AND COMPONENTS FOR MECHANICAL ELECTRICAL,PLUMBING, ETC., U.N.O.K.SIGNAGE.L.ANY STRUCTURE THAT IS NOT SHOWN ON THE STRUCTURAL DRAWINGS BUT ISREQUIRED BY OTHER DISCIPLINES, SUCH AS ARCHITECTURAL, MECHANICAL,ELECTRICAL, PLUMBING, LANDSCAPE, ETC.WOOD OPEN WEB TRUSSESDEFLECTION CRITERIALEVELLIVE LOADTOTAL LOADROOFL/360L/240STRUCTURAL STEEL NOTES1.FABRICATION & ERECTION: ALL FABRICATION & ERECTION SHALL CONFORM TO THELATEST STANDARDS OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS.2.ASTM SPECIFICATIONS: STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWINGASTM SPECIFICATIONS:3.STEEL EXPOSED TO WEATHER OR CORROSIVE ENVIRONMENT: ALL STEEL EXPOSED TOWEATHER OR CORROSIVE ENVIRONMENT SHALL BE HOT DIP GALVANIZED AFTERFABRICATION IN COMPLIANCE WITH ASTM A123. ALL FIELD WELDS ONGALVANIZED STEEL SHALL BE TREATED WITH ZINC-RICH PAINT IN COMPLIANCE WITHASTM A780.4.STEEL FABRICATION: ALL STEEL FABRICATION SHALL BE PERFORMED IN A SHOP APPROVED BY THE GOVERNING JURISDICTION DEPARTMENT OF BUILDING &SAFETY.5.STEEL FABRICATOR: THE STRUCTURAL STEEL FABRICATOR SHALL PROVIDE A SET OFSHOP FABRICATION DRAWINGS FOR APPROVAL TO THE ENGINEER OF RECORD. THEFABRICATOR SHALL NOT FABRICATE THE STEEL UNTIL THE ENGINEER OF RECORD HASAPPROVED THE SHOP DRAWINGS.6.WELDING: ALL WELDING SHALL BE IN CONFORMANCE WITH THE LATEST AISC &AMERICAN WELDING SOCIETY (AWS) STANDARDS. ALL WELDING SHALL BE PERFORMEDUSING A SHIELDED ARC PROCESS USING APPROVED ELECTRODES CONFORMING TOAWS SPECIFICATION E70XX (LOW HYDROGEN). WELD MATERIAL SHALL COMPLY WITHAWS CERTIFICATION AND POSSESS A CHARPY V-NOTCH TOUGHNESS OF 20 FT-LBS AT-20 DEGREES F. WELDING SHALL BE PERFORMED BY ONLY AWS CERTIFIED WELDERS.7.WELDING PROCEDURES: A WRITTEN WELDING PROCEDURE SPECIFICATIONS (WPS) PERAWS D1.1 SHALL BE DEVELOPED BY THE FABRICATOR/ERECTOR AND REVIEWED BY THEENGINEER OF RECORD AND THE BUILDING DEPARTMENT.8.ERECTION AIDS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ERECTION AIDSAND JOINT PREPARATIONS THAT INCLUDE, BUT ARE NOT LIMITED TO, ERECTIONANGLES, LIFT HOLES AND OTHER AIDS, WELDING PROCEDURES, REQUIRED ROOTOPENINGS, ROOT FACE DIMENSIONS, GROOVE ANGLES, BACKING BARS, COPES,SURFACE ROUGHNESS AND UNEQUAL PARTS.9.FIELD WELDING: FIELD WELDING SHALL BE PERFORMED BY A BUILDING DEPARTMENTCERTIFIED WELDERS. FIELD WELDING REQUIRES CONTINUOUS SPECIAL INSPECTION.PERIODIC FIELD SPECIAL INSPECTION IS ACCEPTABLE FOR FLOOR AND ROOF DECKWELDING, STUD WELDING & WELDING OF STAIR/HANDRAIL SYSTEMS.10.BOLTING: BOLTING OF STRUCTURAL STEEL SHALL MEET THE RESEARCH COUNCIL ONSTRUCTURAL CONNECTIONS (RCSC) 2000 EDITION SPECIFICATIONS FOR STRUCTURALJOINTS USING A325 & A490 BOLTS FOR TYPES X, N & SC.11.CAMBER: ALL STEEL BEAMS SHALL HAVE STANDARD MILL CAMBER UNLESS NOTEDOTHERWISE ON THE STRUCTURAL PLANS.TABLE 1 - STEEL MATERIAL SPECIFICATIONSSTEEL SHAPEASTM SPECIFICATIONWA992 OR A572 GRADE 50M, S, HPA36 OR A572 GRADE 50C - CHANNELA572 GRADE 50L - ANGLEA36PLATES & BARA36STEEL PIPEA53 GRADE BROUND HSSA500 GRADE B OR CSQ. & RECT. HSSA500 GRADE B OR CMACHINE BOLTSA325, A490, F1852, F2280NUTSA563, A194WASHERSF436ANCHOR RODSF1554-A36SHEAR STUDSA108Job#:
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<br />Rev. #Date DescriptionTHESE DRAWINGS AND SPECIFICATIONS ARE
<br />INSTRUMENTS OF THE SERVICE AND SHALL
<br />REMAIN THE PROPERTY OF THE ENGINEER
<br />AND/OR 7-ELEVEN, INC. WHETHER THE
<br />PROJECT FOR WHICH THEY ARE MADE IS
<br />EXECUTED OR NOT. THESE DRAWINGS AND
<br />SPECIFICATIONS SHALL NOT BE USED BY ANY
<br />PERSON OR ENTITY ON OTHER PROJECTS, FOR
<br />ADDITIONS TO THIS PROJECT, OR COMPLETION
<br />OF THIS PROJECT WHEN PHASED, WITHOUT
<br />THE WRITTEN CONSENT OF THE ENGINEER
<br />AND/OR 7-ELEVEN, INC. Copyright 2020SHEET:7-ELEVEN, INC.
<br />3200 HACKBERRY, IRVING, TEXAS 75063
<br />11/20/2020
<br />MANTECA, CA 95336
<br />1110 MAIN ST
<br />7-ELEVEN #1046249
<br />7110.35
<br />ATSATOCFEA
<br />ILFIONR No. S5627Exp. 6/30/22LH
<br />ETSIGER
<br />WPA
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<br />ISE STRUCTURAL GENERAL NOTES
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