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STATEMENT OF SPECIAL INSPECTION
<br />1.CONTINUOUS AND PERIODIC SPECIAL INSPECTION IS REQUIRED FOR THE
<br />WORK AS DESCRIBED IN THE 2022 CALIFORNIA BUILDING CODE CHAPTER 17.
<br />SEE INSPECTION SCHEDULE BELOW. ONLY CHECKED ITEMS ARE REQUIRED.
<br />2.APPROVAL BY THE INSPECTOR DOES NOT MEAN APPROVAL OF FAILURE TO
<br />COMPLY WITH THE PLANS OR SPECIFICATIONS. ANY DETAIL THAT FAILS TO BE
<br />CLEAR OR IS AMBIGUOUS MUST BE REFERRED TO THE STRUCTURAL
<br />ENGINEER FOR INTERPRETATION OR CLARIFICATION.
<br />3.FOR VERIFICATION AND INSPECTION OF SOILS SEE SOILS REPORT. SPECIAL
<br />INSPECTIONS MAY BE PERFORMED BY THE PROJECT GEOTECHNICAL
<br />ENGINEER.
<br />4.CONTINUOUS SPECIAL INSPECTION PER AWS D1.1 IS REQUIRED FOR ALL
<br />STRUCTURAL STEEL WELDING, EXCEPT FOR SINGLE PASS FILLET WELDS NOT
<br />EXCEEDING 5/16" IN SIZE. WELDING INSPECTORS SHALL BE AWS Q.C.-1
<br />CERTIFIED.
<br />5.PERIODIC SPECIAL INSPECTION IS REQUIRED FOR WOOD SHEAR WALLS,
<br />SHEAR PANELS, AND DIAPHRAGMS, INCLUDING NAILING, BOLTING,
<br />ANCHORING, AND OTHER FASTENING OF COMPONENTS OF THE SEISMIC
<br />FORCE RESISTING SYSTEM, INCLUDING WOOD SHEAR WALLS, WOOD
<br />DIAPHRAGMS, DRAG STRUTS, BRACES, SHEAR PANELS, AND HOLDOWNS.
<br />EXCEPTION: SPECIAL INSPECTION IS NOT REQUIRED FOR WOOD SHEAR
<br />WALLS, SHEAR PANELS AND DIAPHRAGMS, INCLUDING NAILING, BOLTING,
<br />ANCHORING AND OTHER FASTENING TO OTHER COMPONENTS OF THE
<br />SEISMIC-FORCE-RESISTING SYSTEM WHERE FASTENER SPACING OF THE
<br />SHEATHING IS MORE THAN 4 INCHES ON CENTER (O.C.). INSPECTIONS SHALL
<br />BE PERFORMED BEFORE COVERING.
<br />6.CONTRACTORS RESPONSIBLE FOR CONSTRUCTION OF A WIND OR SEISMIC
<br />FORCE RESISTING SYSTEM/COMPONENT LISTED IN THIS STATEMENT OF
<br />SPECIAL INSPECTION SHALL SUBMIT A WRITTEN STATEMENT OF
<br />RESPONSIBILITY TO THE BUILDING AND SAFETY INSPECTORS AND THE
<br />OWNER PRIOR TO THE COMMENCEMENT OF WORK ON SUCH A SYSTEM OR
<br />COMPONENT PER SEC 1704.4.
<br />7.WHERE FABRICATION OF MEMBERS AND ASSEMBLIES IS PERFORMED ON THE
<br />PREMISES OF A FABRICATOR'S SHOP, SPECIAL INSPECTION OF THE
<br />FABRICATED ITEMS SHALL BE REQUIRED BY THIS SECTION, UNLESS THE
<br />FABRICATOR IS REGISTERED AND APPROVED TO PERFORM SUCH WORK
<br />WITHOUT SPECIAL INSPECTION. APPROVAL SHALL BE BASED UPON REVIEW
<br />OF THE FABRICATOR'S WRITTEN PROCEDURAL AND QUALITY CONTROL
<br />MANUALS AND PERIODIC AUDITING OF FABRICATION PRACTICES BY AN
<br />APPROVED SPECIAL INSPECTION AGENCY. AT COMPLETION OF FABRICATION,
<br />THE APPROVED FABRICATOR SHALL SUBMIT A CERTIFICATE OF COMPLIANCE
<br />TO THE BUILDING OFFICIAL STATING THAT THE WORK WAS PERFORMED IN
<br />ACCORDANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS.
<br />CONTRACTOR SHALL BE RESPONSIBLE OF VERIFYING APPROVAL OF
<br />FABRICATOR.
<br />8.CONTINUOUS SPECIAL INSPECTION BY A REGISTERED DEPUTY INSPECTOR IS
<br />REQUIRED FOR FIELD WELDING, POST-INSTALLED ADHESIVE ANCHORS
<br />INSTALLED HORIZONTALLY OR UPWARDLY INCLINED TO RESIST SUSTAINED
<br />TENSION LOADS, SHOTCRETE PLACEMENT, CONCRETE WITH f'c > 2,500 PSI,
<br />SPRAYED-ON FIREPROOFING, ENGINEERED MASONRY, HIGH-LIFT GROUTING,
<br />HIGH LOAD DIAPHRAGMS, SPECIAL MOMENT RESISTING CONCRETE FRAMES,
<br />AND HELICAL PILE FOUNDATIONS.
<br />GENERAL
<br />1.ALL NEW CONSTRUCTION SHALL COMPLY WITH THE CONTRACT DOCUMENTS
<br />AND THE 2022 CALIFORNIA BUILDING CODE.
<br />2.REFERENCE TO CODES, RULES, REGULATIONS, STANDARDS,
<br />MANUFACTURER'S INSTRUCTIONS OR REQUIREMENTS OF REGULATORY
<br />AGENCIES ARE TO THE LATEST PRINTED EDITION OF EACH IN EFFECT AT THE
<br />DATE OF SUBMISSION OF BID UNLESS THE DOCUMENT DATE IS SHOWN.
<br />3.TYPICAL DETAILS AND GENERAL NOTES APPLY TO ALL PARTS OF THE WORK
<br />EXCEPT WHERE SPECIFICALLY DETAILED OR UNLESS NOTED OTHERWISE
<br />(U.N.O.)
<br />4.THE STRUCTURAL DRAWINGS ILLUSTRATE THE NEW STRUCTURAL MEMBERS.
<br />REFER TO ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR
<br />NON-STRUCTURAL ITEMS WHICH REQUIRE SPECIAL PROVISIONS DURING THE
<br />CONSTRUCTION OF THE STRUCTURAL MEMBERS.
<br />5.REFER TO ARCHITECTURAL DRAWINGS FOR FLOOR DEPRESSIONS, EDGE OF
<br />SLAB, OPENINGS, SLOPES, DRAINS, CURBS, PADS, EMBEDDED ITEMS,
<br />NON-BEARING PARTITIONS, ETC. REFER TO MECHANICAL AND ELECTRICAL
<br />DRAWINGS FOR SLEEVES, OPENINGS, AND HANGERS FOR PIPES, DUCTS AND
<br />EQUIPMENT.
<br />6.DRAWING DIMENSIONS ARE TO FACE OF STRUCTURE, JOINT CENTERLINE OR
<br />COLUMN GRID CENTERLINE UNLESS NOTED OTHERWISE. DO NOT SCALE THE
<br />DRAWINGS.
<br />7.THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR COORDINATING
<br />THE WORK OF ALL TRADES AND SHALL VERIFY ALL DIMENSIONS AND
<br />CONDITIONS WHICH IMPACT THE WORK, FIELD VERIFY SIZES, ELEVATIONS,
<br />HOLE LOCATIONS, ETC. PRIOR TO FABRICATION. THE LANGUAGE "BY OTHERS"
<br />USED IN THIS STRUCTURAL DRAWING SET INDICATES ELEMENTS OR PARTS
<br />OF WORK NOT WITHIN GCA SCOPE AND SHOWN OR REFERENCED FOR EASE
<br />OF COORDINATION ONLY. SUCH LANGUAGE SHALL NOT IMPLY THAT SUCH
<br />ELEMENTS OR PARTS OF WORK ARE EXCLUDED FROM THE CONTRACTOR'S
<br />SCOPE OF WORK.
<br />8.CONTRACTOR SHALL CAREFULLY REVIEW THE DRAWINGS TO IDENTIFY THE
<br />SCOPE OF WORK REQUIRED, VISIT THE SITE TO RELATE THE SCOPE OF WORK
<br />TO EXISTING CONDITIONS AND DETERMINE THE EXTENT TO WHICH THOSE
<br />CONDITIONS AND PHYSICAL SURROUNDINGS WILL IMPACT THE WORK.
<br />9.EXISTING CONDITIONS AS SHOWN ON THESE PLANS ARE FOR REFERENCE
<br />ONLY. CONTRACTOR IS REQUIRED TO FIELD VERIFY ALL EXISTING
<br />CONDITIONS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL REPORT
<br />CONDITIONS THAT CONFLICT WITH THE CONTRACT DOCUMENTS TO THE
<br />OWNER'S REPRESENTATIVE. DO NOT DEVIATE FROM THE CONTRACT
<br />DOCUMENTS WITHOUT WRITTEN DIRECTION FROM THE OWNER'S
<br />REPRESENTATIVE.
<br />10.THE CONTRACTOR SHALL RESOLVE ANY CONFLICTS ON THE DRAWINGS OR IN
<br />THE SPECIFICATIONS WITH THE OWNER'S REPRESENTATIVE BEFORE
<br />PROCEEDING WITH THE WORK.
<br />11.NO DEVIATION, MODIFICATION & SUBSTITUTION FROM THE APPROVED SET OF
<br />STRUCTURAL DRAWINGS SHALL BE MADE WITHOUT WRITTEN APPROVAL
<br />FROM THE OWNER / OWNER'S REPRESENTATIVE, THE ENGINEER OF RECORD,
<br />AND THE PROJECT ARCHITECT.
<br />12.THE CONTRACTOR SHALL PROVIDE ALL NECESSARY CONCRETE FORMWORK
<br />SHORING/RE-SHORING, EXCAVATION SHORING, DEMOLITION SHORING,
<br />BRACES, GUYS, HOIST BEAMS, ETC., REQUIRED TO SUPPORT ANY AND ALL
<br />LOADS THE BUILDING STRUCTURE AND COMPONENTS, EARTHWORK, OTHER
<br />STRUCTURES, AND UTILITIES ARE SUBJECTED TO DURING CONSTRUCTION.
<br />CONCRETE FORMWORK/CONCRETE RE-SHORING, DEMOLITION, AND
<br />EXCAVATION SHORING SYSTEMS MUST BE DESIGNED AND STAMPED BY A
<br />CIVIL OR STRUCTURAL ENGINEER LICENSED BY THE LOCAL JURISDICTION
<br />AND RETAINED BY THE CONTRACTOR. VISITS TO THE SITE BY GCA DOES NOT
<br />INCLUDE OBSERVATION OF THE ABOVE NOTED ITEMS.
<br />13.THE CONTRACTOR SHALL PROVIDE MEANS, METHOD, TECHNIQUES,
<br />SEQUENCE AND PROCEDURE OF CONSTRUCTION AS REQUIRED. SITE VISITS
<br />PERFORMED BY GCA DO NOT INCLUDE INSPECTIONS OF MEANS AND
<br />METHODS OF CONSTRUCTION PERFORMED BY THE CONTRACTOR.
<br />14.THE CONTRACTOR SHALL PROTECT ALL WORK, MATERIALS AND EQUIPMENT
<br />FROM DAMAGE AND SHALL PROVIDE PROPER STORAGE FACILITIES FOR
<br />MATERIALS AND EQUIPMENT DURING CONSTRUCTION.
<br />15.A COPY OF ANY REQUIRED RESEARCH REPORTS AND/OR CONDITIONS OF
<br />LISTING SHALL BE MADE AVAILABLE AT THE JOB SITE.
<br />16.ATTACHMENT OF NON-STRUCTURAL COMPONENTS SPECIFIED BY OTHERS TO
<br />STRUCTURAL ELEMENTS SHALL BE SPECIFIED BY THE NON-STRUCTURAL
<br />COMPONENT DESIGNER/SPECIFIER/INSTALLER. DESIGNER OF
<br />NON-STRUCTURAL ELEMENTS SHALL AT A MINIMUM SPECIFY THE
<br />CONNECTION TO THE STRUCTURE INCLUDING BUT NOT LIMITED TO:
<br />CONNECTING HARDWARE, WIRE, HANGERS, FASTENERS, CLIPS, UNISTRUT
<br />MEMBERS, ETC. NON STRUCTURAL ELEMENTS SHALL INCLUDE, BUT NOT
<br />LIMITED TO: MEP AND HVAC EQUIPMENT & THEIR SUPPORTING PADS,
<br />PLATFORMS, FRAMES, ETC.; DUCTWORK, PIPES, CONDUITS, ARTWORK,
<br />GRILLES, GRATING, METAL SCREENS, ELEVATOR RAILS, STONE FINISH TILES,
<br />STONE CAPS, BRICK VENEER.
<br />17.SPECIFICATIONS RELATED TO WATERPROOFING, INCLUDING BUT NOT LIMITED
<br />TO MEMBRANES, WATERSTOPS, SEALANTS, FLASHING, VAPOR BARRIERS, ARE
<br />EXCLUDED FROM GCA SCOPE.
<br />18.ALLOW 10 BUSINESS DAYS FOR PROCESSING SHOP DRAWINGS AND
<br />SUBMITTALS AFTER RECEIPT. ALLOW 5 BUSINESS DAYS FOR RESPONDING TO
<br />REQUESTS FOR INFORMATION (RFI'S).
<br />CODE
<br />1.BUILDING SHALL COMPLY WITH THE 2022 CALIFORNIA BUILDING CODE.
<br />2.VERTICAL LIVE LOADS:
<br />A.MEZZANINE 18PSF DEAD / 75 PSF LIVE (RETAIL/PRODUCTION)
<br />TIMBER
<br />1.PROVIDE GRADE-MARKED DOUGLAS FIR STRUCTURAL LUMBER COMPLYING
<br />WITH STANDARD GRADING RULE NUMBER 17 OF THE WEST COAST LUMBER
<br />INSPECTION BUREAU. REGARDLESS OF THE MOISTURE CONTENT AT THE TIME
<br />OF MANUFACTURE, THE MOISTURE CONTENT UNDER SERVICE CONDITION AT
<br />THE TIME OF ENCLOSURE OF THE STRUCTURAL MEMBERS SHALL BE:
<br />A.19% EXCEPT AS NOTED BELOW
<br />B.15% FOR WOOD JOISTS AND BEAMS WITH MORE THAN 2 FRAMED LEVELS
<br />ABOVE THEM
<br />"S-DRY" LUMBER AND "MC15" LUMBER ARE RECOMMENDED FOR CASES "A"
<br />AND "B" ABOVE RESPECTIVELY.
<br />ALTERNATIVELY, LUMBER WITH HIGHER MOISTURE CONTENT AT THE TIME OF
<br />MANUFACTURE THAN THE VALUES SHOWN ABOVE MAY BE UTILIZED IF
<br />APPROVED IN WRITING BY THE OWNER. IN SUCH CASE, CONTRACTOR SHALL
<br />INFORM THE OWNER AND ADVISE IF VOLUMETRIC CHANGES SUCH AS
<br />WARPING, BENDING, TWISTING, ETC. ARE EXPECTED AND HOW THESE MAY
<br />AFFECT THE QUALITY OF CONSTRUCTION.
<br />2.ALL LUMBER SHALL BE STRESS GRADED DOUGLAS FIR NO. 2, UNLESS NOTED
<br />OTHERWISE. ALL 4x10 BEAMS OR LARGER AND 6x8 BEAMS OR LARGER SHALL
<br />BE DOUGLAS FIR NO. 1.
<br />3.ALL LUMBER IN DIRECT CONTACT WITH CONCRETE OR MASONRY, INCLUDING
<br />BUT NOT LIMITED TO FOUNDATION SILLS, SHALL BE NATURALLY DURABLE OR
<br />PRESERVATIVE-TREATED DOUGLAS FIR.
<br />4.WOOD STRUCTURAL PANELS SHALL COMPLY WITH U.S. PRODUCT STANDARDS
<br />FOR ITS TYPE IN PS 1-09 OR PS 2-10 AND BE CLASSIFIED AS EXPOSURE 1. AS A
<br />MINIMUM ALL WOOD STRUCTURAL PANELS SHALL BE APA RATED SHEATHING
<br />UNLESS NOTED OTHERWISE ON PLANS AND DETAILS. PANEL CONSTRUCTION
<br />FOR ALL WOOD STRUCTURAL PANELS SHALL BE 5 PLY PLYWOOD, EXCEPT
<br />THAT OSB IS PERMITTED FOR WALL SHEATHING AT NON FIRE TREATED
<br />PANELS. MINIMUM GRADE VENEER FOR PLYWOOD SHALL BE "CD". ALL WOOD
<br />STRUCTURAL PANELS SHALL BE BLOCKED AT UNSUPPORTED EDGES. WALL
<br />PANELS SHALL BE 15/32 INCH, PANEL INDEX (P.I.) 32/16 U.N.O. ALL WOOD
<br />STRUCTURAL PANELS MUST BE INSTALLED WITH FACE GRAIN
<br />PERPENDICULAR TO SUPPORTS.
<br />5.NAILS:
<br />A.ALL NAILS SHALL BE COMMON WIRE NAILS IN ACCORDANCE WITH THE
<br />LATEST EDITION OF THE "NATION DESIGN SPECIFICATION FOR WOOD
<br />CONSTRUCTION" (NDS)
<br />B.NAILING TO BE IN ACCORDANCE WITH CBC 2022 NAILING SCHEDULE
<br />UNLESS NOTED OTHERWISE.
<br />C.THE MINIMUM PENETRATION OF NAILS SHALL BE 10 TIMES THE NAIL SHANK
<br />DIAMETER OR 1 12", WHICHEVER IS GREATER. PENETRATION IS MEASURED
<br />INTO THE PIECE RECEIVING THE NAIL POINT.
<br />D.BORED HOLES SHALL BE PERMITTED FOR ALL NAILS TO HELP PREVENT
<br />WOOD FROM SPLITTING. BORE HOLES SHALL BE MANDATORY FOR 20d
<br />NAILS OR LARGER. WHEN UTILIZED, BORED HOLES SHALL HAVE DIAMETER
<br />NOT EXCEEDING 75% OF NAIL DIAMETER.
<br />E.EDGE DISTANCES, END DISTANCES, AND FASTENER SPACING SHALL BE
<br />SUFFICIENT TO PREVENT SPLITTING OF THE WOOD. BORED HOLES MAY BE
<br />UTILIZED TO HELP PREVENT WOOD FROM SPLITTING.
<br />F.ALL NAILS SHALL BE GALVANIZED WHEN EXPOSED TO WEATHER.
<br />G.ALL DIAPHRAGM AND SHEAR WALL NAILING SHALL UTILIZE COMMON NAILS
<br />OR GALVANIZED BOX.
<br />6.WOOD SCREWS:
<br />D.WOOD SCREWS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF
<br />"NATION DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" (NDS).
<br />E.THE MINIMUM PENETRATION OF WOOD SCREWS SHALL BE 10 TIMES THE
<br />SCREW DIAMETER OR 1 12", WHICHEVER IS GREATER. PENETRATION IS
<br />MEASURED INTO THE PIECE RECEIVING THE NAIL POINT.
<br />F.LEAD HOLES SHALL BE ABOUT 7 8 THE DIAMETER OF THE SCREW.
<br />G.WOOD SCREWS SHALL BE TURNED, NOT DRIVEN, INTO LEAD HOLES. SOAP
<br />OR OTHER LUBRICANTS SHALL BE PERMITTED AS NEEDED TO FACILITATE
<br />THE INSERTION AND PREVENT DAMAGE OF THE WOOD SCREW.
<br />H.EDGE DISTANCES, END DISTANCES, AND FASTENER SPACING SHALL BE
<br />SUFFICIENT TO PREVENT SPLITTING OF THE WOOD.
<br />D.ALL WOOD SCREWS SHALL BE GALVANIZED WHEN EXPOSED TO WEATHER.
<br />7.LAG SCREWS SHALL BE TURNED, NOT DRIVEN, INTO PRE DRILLED HOLES.
<br />PROVIDE LEAD HOLE 40% TO 70% OF THREADED SHANK DIAMETER AND FULL
<br />DIAMETER FOR SMOOTH SHANK PORTION.
<br />8.ALL FRAMING HARDWARE SHALL BE STRONG-TIE CONNECTORS AS
<br />MANUFACTURED BY SIMPSON STRONG-TIE COMPANY, UNLESS NOTED
<br />OTHERWISE. INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND ICC
<br />REQUIREMENTS. ALL BOLTS IN HOLD-DOWN ANCHORS SHALL BE TORQUED
<br />PER MANUFACTURERS REQUIREMENTS.
<br />9.INSTALL HOLD DOWNS 12 INCH MINIMUM ABOVE THE PLATE TO ALLOW FOR
<br />TIGHTENING ANCHOR BOLT. THE HOLD DOWN SHALL BE INSTALLED TIGHT TO
<br />THE POST WITHOUT FILLERS OR DAPPING. DO NOT BEND HOLD DOWN
<br />ANCHORS. HOLD DOWN HARDWARE SHALL BE IN PLACE PRIOR TO
<br />FOUNDATION INSPECTION. HOLD DOWN SHALL BE FINGER TIGHT AND 1
<br />2
<br />WRENCH TURN JUST PRIOR TO COVERING THE WALL FRAMING. UPPER FLOOR
<br />HOLD DOWNS SHALL BE CONTINUED TO THE FOUNDATION PER TYPICAL
<br />DETAILS.
<br />10.ALL BOLTS AND ANCHOR BOLTS IN WOOD SHALL BE A-307 STANDARD BOLTS.
<br />HOLES SHALL BE AT LEAST 132" BUT NOT MORE THAN 116" LARGER THAN THE
<br />BOLT DIAMETER. A STANDARD CUT WASHER (NATIONAL DESIGN
<br />SPECIFICATIONS FOR WOOD CONSTRUCTION - APPENDIX TABLE L6), OR
<br />METAL PLATE OR METAL STRAP OF EQUAL OR GREATER DIMENSIONS AND
<br />THICKNESS SHALL BE PROVIDED BETWEEN THE WOOD AND THE NUT.
<br />11.DO NOT CUT, BORE, COUNTERSINK OR NOTCH WOOD MEMBERS EXCEPT
<br />WHERE SHOWN IN THE DETAILS.
<br />12.PROVIDE DOUBLE JOISTS BENEATH ALL PARALLEL WALLS. PROVIDE SOLID
<br />BLOCKING BENEATH ALL WALLS PERPENDICULAR TO JOISTS.
<br />13.JOISTS OR RAFTERS FRAMING FROM OPPOSITE SIDES OF BEAMS OR WALLS
<br />SHALL HAVE A LAP OF 4" OR MORE AND BE SPLICED WITH 4-16D NAILS,
<br />UNLESS NOTED OTHERWISE.
<br />14.ENGINEERED LUMBER
<br />A.I-JOIST MEMBERS SHALL BE "TJI" JOISTS MANUFACTURED BY
<br />"WEYERHAEUSER" (ICC-ESR 1153, L.A. RR 25538). EQUIVALENT I-JOISTS
<br />MANUFACTURED BY "ROSEBURG" WILL BE ALLOWED (ICC-ESR 1251, LARR
<br />25439).
<br />B.LSL MEMBERS SHALL BE "TIMBERSTRAND" LSL MANUFACTURED BY
<br />"WEYERHAEUSER" (ICC-ESR1387, COLA RR25202). LSL SHALL BE GRADE
<br />1.55E.
<br />C.LVL MEMBERS SHALL BE "RIGIDLAM" LVL MANUFACTURED BY ROSEBURG
<br />(ICC-ESR 1210, COLA RR#25680) GRADE 2.1E.
<br />D."RIGIDRIM" SHALL BE MANUFACTURED BY "ROSEBURG" (ICC-ESR 1210,
<br />COLA RR#25680)
<br />E.PROVIDE CAMBER WHERE INDICATED ON DRAWINGS
<br />F.ALL JOISTS & BEAMS SHALL BE MANUFACTURED BY A LICENSED
<br />FABRICATOR.
<br />15.HOT DIP GALVANIZED FASTENERS SUCH AS - BUT NOT LIMITED TO - NAILS,
<br />SCREWS, BOLTS, THREADED ROD, ETC., SHALL BE USED WHEN IN CONTACT
<br />WITH PRESERVATIVE OR FIRE RETARDANT TREATED LUMBER. EXCEPTION:
<br />PLAIN CARBON STEEL FASTENERS IN SBX/DOT AND ZINC BORATE
<br />PRESERVATIVE-TREATED WOOD IN AN INTERIOR, DRY ENVIRONMENT SHALL
<br />BE PERMITTED.
<br />16.FRAMING CLIPS TO COMPLY WITH (IAPMO ER 0112 2606, L.A. RR 25814).
<br />STRAPS TO COMPLY WITH (ICC-ESR 2105, L.A. RR 25713).
<br />17.NARROW STEEL SHEAR PANELS SHALL BE INSTALLED PER THE
<br />MANUFACTURERS RECOMMENDATIONS AND CONFORM TO THE FOLLOWING:
<br />HARDY FRAMES (HFX): LARR#25759 SIMPSON STRONG WALLS (SSW):
<br />LARR#25625
<br />18.WOOD NAILERS: U.N.O. ON PLANS AND DETAILS, WHERE WOOD MEMBERS ARE
<br />TO BE CONNECTED TO STEEL ELEMENTS, OR WHERE WOOD NAILERS
<br />CONNECTED TO STEEL MEMBERS ARE NEEDED FOR PROPER INSTALLATION
<br />OF FINISH MATERIALS, AS A MINIMUM PROVIDE WOOD NAILERS AS SPECIFIED
<br />BELOW WITH |5"|Q WELDED THREADED STUDS @ 24" O.C:
<br />A.WOOD NAILERS NEEDED ONLY FOR INSTALLATION OF FINISH MATERIAL: 2x
<br />WOOD NAILERS. COUNTERSINKING OF THREADED STUDS BOLT IS
<br />ACCEPTABLE IF NEEDED FOR FLUSH INSTALLATION OF FINISH MATERIAL.
<br />B.WOOD NAILERS NEEDED TO SUPPORT OTHER WOOD ELEMENTS: 2x WOOD
<br />NAILERS OR 3x WOOD NAILERS WITH OR WITHOUT COUNTERSINKING OF
<br />THREADED STUDS BOLT RESPECTIVELY.
<br />19.GLUE BETWEEN WOOD STRUCTURAL PANELS AND WOOD FRAMING MEMBERS
<br />SHALL BE APPLIED TO REDUCE SQUEAKINESS OF OCCUPIABLE SPACES. GLUE
<br />SHALL CONFORM TO APA PERFORMANCE SPECIFICATION AFG-01 OR ASTM
<br />D3498. INSTALL AS DIRECTED PER APA FORM NO. Q300P.
<br />20.WOOD AND COMPONENTS IN EXTERIOR WALLS LABELED AS FIRE RATED BY
<br />THE ARCHITECT SHALL BEAR A FIRE-RETARDANT-TREATED STAMP INDICATION
<br />BY MEANS SATISFACTORY TO LOCAL AUTHORITIES. THE FOLLOWING FIRE
<br />RETARDANTS MAY BE USED:
<br />A.FOR PLYWOOD AND LUMBER: D-BLAZE FIRE RETARDANT (ICC ESR-2645).
<br />EQUIVALENT SUBSTITUTE MAY BE USED ONLY IF PRODUCT IS APPROVED
<br />BY THE EOR.
<br />TYPE OF WORK
<br />INSPECTION SCHEDULE
<br />CODE REFERENCE
<br />CONCRETE WORK CBC TABLE 1705.3
<br />STRUCTURAL STEEL
<br />STRUCT. STL. WELDING
<br />HIGH STRENGTH BOLTS
<br />MASONRY WORK
<br />HIGH LOAD DIAPH.
<br />REMARKS
<br />STRUCTURAL WOOD
<br />COLD FORMED STEEL
<br />SEE NOTE ABOVE
<br />CBC TABLE 1705.7DRIVEN DEEP FOUND.
<br />C.I.P. DEEP FOUND.CBC TABLE 1705.8
<br />CBC 1705.2
<br />CBC 1705.4
<br />SHOTCRETE WORK
<br />REINFORCING STEEL
<br />CBC 1705.5.1
<br />CBC 1704.2.5 & 1705.11.1
<br />CBC 1705.2.2 & 1705.11.2
<br />SOIL CONDITION CBC TABLE 1705.6
<br />SEE ALSO ICC APPROVAL
<br />SEE SOILS REPORT
<br />POST INSTALL ANCHOR
<br />CBC TABLE 1705.3
<br />CBC TABLE 1705.3
<br />CBC TABLE 1705.3
<br />CBC 1705.2
<br />CBC 1705.2
<br />GENERAL NOTES
<br />S-0.1
<br />N.T.S.
<br />GN.DWG
<br />ABBREVIATIONS
<br />A.B.ANCHOR BOLTS
<br />ARCH.ARCHITECT OR ARCHITECTURAL
<br />B.N.BOUNDARY NAILING
<br />BLK'G BLOCKING
<br />BM BEAM
<br />CF COLD FORMED
<br />CONN.CONNECTION
<br />CONT.CONTINUOUS
<br />DF-L DOUGLAS FIR-LARCH
<br />DWG'S DRAWINGS
<br />E.N.EDGE NAILING
<br />EA.EACH
<br />E.O.R.ENGINEER OF RECORD
<br />F.N.FIELD NAILING
<br />FTG.FOOTING
<br />G.C.GENERAL CONTRACTOR
<br />GL GRID LINE
<br />GLB GLULAM BEAM
<br />L.W.LIGHT WEIGHT
<br />L.G.LIGHT GAUGE
<br />M.B.MACHINE BOLTS
<br />MAX.MAXIMUM
<br />MIN.MINIMUM
<br />O.C.ON CENTER
<br />P.T.PRESSURE OR PRESERVATIVE TREADED
<br />PL PLATE/PROPERTY LINE
<br />PLYWD PLYWOOD
<br />PSL PARALLEL STRAND LUMBER
<br />RBS REDUCED BEAM SECTION
<br />REINF.REINFORCEMENT
<br />REQ'D REQUIRED
<br />S.A.D.SEE ARCHITECTURAL DRAWINGS
<br />S.O.G.SLAB ON GRADE
<br />SCHED.SCHEDULE
<br />SHT'G SHEATHING
<br />SIM.SIMILAR
<br />SMS SHEET METAL SCREWS
<br />STAGG.STAGGERED
<br />T&B TOP AND BOTTOM
<br />T&G TONGUE AND GROOVE
<br />TYP.TYPICAL
<br />U.N.O.UNLESS NOTED OTHERWISE
<br />V.I.F.VERIFY IN FIELD
<br />WD WOOD
<br />W.N.S.WELDED NELSON STUDS
<br />W.T.S.WELDED THREADED STUDS
<br />SEE SOILS REPORT
<br />SEE SOILS REPORT
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<br />ISSUE DATE:
<br />ISSUE NO.:
<br />STAMP:
<br />EXPIRATION DATE: 3/31/2026
<br />PROJECT NAME:
<br />CONSULTANTS
<br />PROJECT ADDRESS:
<br />OWNER:
<br />PROJECT NO.:
<br />CAD DWG FILE:
<br />DRAWN BY:
<br />CHECKED BY:
<br />SHEET TITLE:
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<br />ISSUE
<br />IGC
<br />IGC
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<br />DATE
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<br />LANDLORD
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