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3605 C STREET <br /> BC INVESTIGATIVE A _23021 Sheet_1 of_6_ <br /> ENGINEERS LLC WWW.BCIE.NET Designer <br /> UBURN, WA.98002 Project No: 30 Date 01-19 24 <br /> 253.833.5557(0) Checked By Date <br /> 253.833.7309(F) Revisions Date <br /> RESPONSIVE • ACCURATE • THOROUGH 1.888.335.5557(T) <br /> GENERAL STRUCTURAL NOTES: <br /> 1.0 GENERAL 7.0 CARPENTRY <br /> THESE STRUCTURAL NOTES SUPPLEMENT THE SPECIFICATIONS, 7.1 ROUGH CARPENTRY <br /> ANY DISCREPANCY FOUND AMONG THE DRAWINGS, <br /> SPECIFICATIONS,THESE NOTES,AND THE SITE CONDITIONS ALL 2x FRAMING LUMBER SHALL BE DOUGLAS FIR#2 FOR <br /> SHALL BE REPORTED TO THE CONTRACTOR,WHO SHALL CORRECT STUDS AND HEM-FIR#2 FOR PLATES OR AS SHOWN ON THE <br /> SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE DRAWINGS OR BELOW.ALL 2"LUMBER SHALL BE KILN DRIED <br /> CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE (KD)OR SURFACE DRIED(SD)EACH PIECE OF LUMBER SHALL <br /> DONE AT THE CONTRACTOR'S RISK. THE CONTRACTOR SHALL BEAR THE STAMP OF THE WEST COAST LUMBER INSPECTION <br /> VERIFY AND COORDINATE THE DIMENSIONS AMONG ALL DRAWINGS BUREAU(WCLIB)OR WESTERN WOOD PRODUCTS <br /> PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION.THE ASSOCIATION(WWPA)SHOWING GRADE MARK OR <br /> CONTRACTOR IS RESPONSIBLE FOR ALL BRACING AND SHORING APPROVED EQUAL. OTHER MATERIALS SHALL BE AS SHOWN <br /> DURING CONSTRUCTION. BELOW: <br /> 1.1 CODES MEMBER SPECIES Fb(PSI) Fv(PSI) <br /> 2x&3x STUDS #2-HEM FIR 850 150 <br /> ALL METHODS,MATERIALS AND WORKMANSHIP SHALL 2x JOISTS '#1 HEM FIR 850 150 <br /> CONFORM TO THE REQUIREMENTS OF CITY OF EVERETT:THE 4x HEADERS #2 DOUGLAS FIR 900 180 <br /> 2018 INTERNATIONAL BUILDING CODE(IBC),AS AMENDED AND 4X COLUMNS #2 DOUGLAS FIR 900 180 <br /> ADOPTED BY CITY OF EVERETT AND THE STATE OF WASHINGTON: 6x HEADERS #1 DOUGLAS FIR 1350 170 <br /> A.C.I.-LATEST EDITION,AISC-LATEST EDITION,AWS-LATEST 6x COLUMNS #1 DOUGLAS FIR 1200 170 <br /> ADDITION, A.I.T.C.-LATEST EDITION,AND A.I.S.1-LATEST ALL EXPOSED STRUCTURAL MATERIALS OR MATERIAL IN <br /> EDITION CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED(SEE <br /> 11.2 DESIGN CRITERIA <br /> SECTION 7.7). <br /> A. VERTICAL LOADS <br /> 7.2 CARPENTRY HARDWARE <br /> 1. LIVE LOADS A. BOLTS SHALL BE ASTM A-307. <br /> ROOF(SNOW) 25 PSF B. WASHERS SHALL BE STANDARD CUT WASHERS OR <br /> PG=30 PSF MALLEABLE IRON WASHERS. <br /> PF =20 PSF <br /> CE= 1.0 C. ALL NAILS SHALL BE COMMON WIRE NAILS OR <br /> CT= 1.0 EQUIVALENT PNEUMATICALLY DRIVEN NAILS(P-NAILS), <br /> IS = 1.0 AMERICAN OR CANADIAN MANUFACTURER ONLY AS <br /> FLOOR 40 PSF INDICATED BELOW. P-NAILS SHALL BE INSTALLED PER THE <br /> DECKS 60 PSF MANUFACTURERS GUIDELINES. <br /> COMMON WIRE PNEUMATIC MINIMUM NAIL NAIL <br /> B. LATERAL LOADS: NAIL NAIL LENGTH APPLICATION <br /> 16d COMMON 0.162"P-NAIL 3-1/2" FRAMING <br /> LATERAL FORCES ARE TRANSMITTED BY DIAPHRAGM ACTION OF THE 10d COMMON 0.148"P-NAIL 3" FRAMING <br /> ROOF AND FLOOR TO SHEAR WALLS. LOADS ARE THEN 8d COMMON 0.131"P-NAIL 3" FRAMING <br /> TRANSFERRED TO THE FOOTINGS,WHERE ULTIMATE DISPLACEMENT 10d COMMON 0.148"P-NAIL 2-1/2" SHEATHING <br /> IS RESISTED BY PASSIVE PRESSURE OF EARTH AND SLIDING FRICTION 8d COMMON 0.131"P-NAIL 2-1/2" SHEATHING <br /> OF EARTH. OVERTURNING IS RESISTED BY THE DEAD LOAD OF THE D. LAG SCREWS,SHEAR PLATES-SEE IBC. <br /> STRUCTURE. <br /> 1. WIND:EXPOSURE B,3-SECOND GUST=97 M.P.H.PER IBC,RISK E. ANCHORS AND CONNECTORS SHALL BE SIMPSON,USP, <br /> FACTOR II,KZT=1.00 PER LOCAL TOPOGRAPHY OR OTHER ICBO APPROVED. <br /> 2. SEISMIC:SEISMIC USE GROUP I,SEISMIC DESIGN CATEGORY D PER F. HARDWARE EXPOSED TO WEATHER OR TO VIEW SHALL BE <br /> IBC:NO WORK GALVANIZED OR PROTECTED WITH OTHER APPROVED <br /> MEANS OF CORROSION PROTECTION.HARDWARE AND <br /> FASTENERS IN CONTACT WITH PRESSURE TREATED <br /> 1.3 SHOP DRAWINGS(NONE) MATERIALS SHALL BE POST HOT-DIPPED GALVANIZED TO <br /> A G-185 RATING.THE HARDWARE AND FASTENER <br /> 2.0 SITE WORK(NOT USED) MANUFACTURERS SHALL VERIFY COMPATIBILITY WITH THE <br /> 3.0 CONCRETE(NOT USED) PRESSURE TREATED MATERIALS USED ON SITE. <br /> 4.0 METALS(NOT USED) <br /> 5.0 STRUCTURAL STEEL(NOT USED) CITY OF EVERETT jv <br /> 6.0 LIGHT GAUGE STEEL-(NOT USED) Gj oT W B <br /> REVIEWED FOR PERMIT �wg�$� 1��� <br /> Phi <br /> Sub► c To Field • <br /> Inspection rde <br /> 1,1".111100::7 <br /> SK-1 STRUCTURAL NOTES (1 OF 2) �ssioNALE ON <br /> (1 OF 6) 11-19-24 <br /> CAUSE&ORIGIN•DUE DILIGENCE*RESTORATION DESIGN•EXPERT WITNESS•ACCIDENT INVESTIGATION•SEISMIC HAZARD ASSESSMENT•STRUCTURAL CONSULTING <br /> FOR: GOLDEN COAST CONSTRUCTION TITLE: COLETTI FIRE I BCIE JOB NO. <br /> &RESTORATION, 1201 MONSTER RD SW,STE 320 1617 COLBY AVE,EVERETT, WA 98201 23021 <br />