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FASTENING SCHEDULE GENERAL NOTES F, CONSTRUCTION SPECIFICATIONS
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f F Df it A JOBS 1835 1468 TYPICAL WOOD MEMBER
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ROM FLOCIES RAFTER TO PLAN TOENAIL KIND FAULT WOOD PANEL SHEARWALLU WALL FRAMING AND REWIRED SHEATHING AND HEADERS DIRECTLY SUPPORTING ED NOT DETERMINE FOOTING LOCATION BASED AN OTHER THE ACCHITECTUNAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDES ON 420 OURATA Avenue
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F,d-1 25) MN1COZ EqUI FRAMING ITHS NOT DESIGNED PRE-ENGINEERED WOOD STAFF AND ROOF TRUSSES, FLOOR FRAMING NOT SPECIFICALLY ADDRESSED BY
ROSE I ENDING CAUSC$-TY-TRUSS CONNECTION, AND ANY ARCHITECTINAL. MECHANICAL OR ELECTRICAL SYSTEM FOUNDALON PLAN IF LOGGED SIZE OR POCATON IS NOT OFTERMINED ON PLAN INN CONTACT DEGREE OF RECORD (DOOR) I AN Beach, F LEA 32250
F r TOP CHORD LIVE LOAD 20 psi AM pit MS24 1270
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TOP CHORD DEAD LOAD 7 AI (MUCH SHINGLES) 10 PIT 6 UNLESS OTHERWISE NOTED M DROUGHTS. BIRTHS CONCRETE COVER FOR REINFORCING SHALL BE 3 IN FOOTINGS AND MESH SHALL BE FL, CAN 8344 SC CA# 3579
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andi LOADING: QI FEIN 3240 JOIST TO BAND JOIST rAJL NAIL ME SHALL BE INCREASED AS NOTED AN LAST 0 UNLESS FULL OTHERNESO HAS OUGHT
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ROOF PITCH -------------------- ICA MSTA24 17H 1270 GROTUT SHALL BE IN ACCORDANCE I ASUBM C476 SHLB A MINIMUM OF 28 DAY COMPRESENVE STRENGTO OF 2000 IBM, PER ARTS LUMBER INDICATED IN SECTIONS PRESERVED XMd SODIUM WROTE FUT-DRODIUM ONMEJORATE TETRA HYDRATE). IF HADHOWEVER, ACQ OR GRID FLEER
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10 0 ROD TO FTJG SOL led a WAG RE�CTFU�Y WERE co�He VEM�nm&
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