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SEE PROJECT NOTES FOR MATERIALS TRUSS BLOCKING <br />TRUSS <br />4'x8'x7/16" OSB NAIL TO INTERMEDIATE FRAMING <br />WITH FOIL BACKING MEMBERS - REFERENCE NAILING <br />SCHEDULE/S2 <br />SHINGLES DIAPHRAGM <br />BOUNDARY <br />J <br />. - . - . " TRIM <br />r <br />SIMPSON H2.5A PL <br />PANEL EDGE IS NOT ! INSIDE AT EACH <br />SUPPORTED B�' BLOCKING - <br />DRIP EDGE UNLESS NOTED ! WALL TOP <br />i <br />REFERENCE NAILING RAFTERS AND/ SIDING <br />SCHEDULE/S2 OR TRUSSES <br />Le ROOFING SHEATHING <br />. I <br />TL <br />�--- TOP PLATES <br />TOP PLATES <br />CRIPPLES (AS REQ-) <br />CRIPPLES (IF REQ-) <br />SPACER (IF REQ.) <br />SPACER (IF REQ.) <br />DOUBLED HEADER <br />DOUBLED HEADER <br />STUD--- <br />STUD <br />TRIMMER <br />- DOUBLE TRIMMERS <br />SOLE PLATE <br />��- SOLE PLATE <br />FOR OPENINGS UP <br />FOR OPENINGS 6'-0" <br />TO 5'-11 1/2" UNLESS <br />AND WIDER UNLESS <br />OTHERWISE NOTED <br />OTHERWISE NOTE® <br />NAILING: <br />HEADER TO STUD - 4-8d TOENAIL OR 4-16d END NAIL <br />DOUBLED HEADER - 16d @ 16" STAGGERED FACE NAIL <br />REFERENCE TABLE 602.3 <br />-®HEADER TIL <br />r, NOT TO SCALE <br />BOUNDARI' <br />NAILING <br />2X SOLID BLOCKING BETWEEN TRUSSES <br />NAIL SHEATHING TO WALL STUD <br />PER SHEAR WALL SCHEDULE <br />SHEAR TRANSFER MOTES: <br />1. REFERENCE SHEAR WALL SCHEDULE FOR <br />NAILING AND HOLDOWN REQUIREMENTS. <br />2. REFERENCE ROOFING SCHEDULE FOR <br />MATERIAL AND MAILING REQUIREMENTS. <br />SCHEDULE <br />m <br />H2.5A RANCH TRUSS ATTACHMEN <br />DETAIL I BOTTOM CHORD <br />sCD <br />s <br />_0 <br />N� � o <br />TRUSSES @ 24" O.C. <br />CEILING AND WALLS SHALL <br />BE LEFT UNFINISHED <br />13`-0" <br />ATTACH 7/16" OSB SHEATHING WITH FOIL <br />BACKING 1-0 TRUSSES PER NAILING SCHEDULE. <br />REFERENCE TABLE R602.3(1). <br />2x4 STUDS @ 16" O.C. <br />TRA N S F E RD ETA I BUILDINGATTACH EACH END OF EACH TRUSS TO TOP PLATES WITH H2.5A OR EQUIV CLIPS. (�) <br />318" = 1 ° - Ul WALL FRAMING TO BE 2X4 HF STUD GRADE @ 16" OC. <br />WALL STUDS <br />SECTION <br />(�) L ASSEMBLY DETAIL <br />STUDS AS NOTED IN <br />SHEAR WALL SCHEDULE. <br />USE (2) 2X OR (1) 3X OR <br />GREATER STUD. <br />SDS1/4X3 SCREWS <br />HEX NUT <br />HDU HOLDOWN <br />TREATED SILL PLATE <br />SSTB ANCHOR <br />SSTB & HDU INSTALLATION <br />NOT TO SCALE <br />019 <br />all <br />13/4 " <br />UNHEATED GARAGE SPACE <br />END RAFTER <br />ROOF SHEATHING <br />ANCHOR BOLT & <br />P-T. SILL PLATE <br />PER NOTES BELOW <br />#4 CONTINUOUS <br />STRUCTURAL TRUSS <br />vzm_f/f__ <br />TOP & BOTTOM <br />CONCRETE FLOOR <br />2X4 LADDER FRAME <br />_ <br />STANDARD GABLE <br />TOP PLATE <br />SLAB REINFORCEMENT <br />®a �/,✓\ <br />PER NOTES BELOW <br />ps <br />THICKENED SLAB <br />'"T <br />MIN. <br />MONOLITHIC FOUNDATION <br />CONTINUOUS FOOTING NOTES <br />1. TOP OF SLAB TO BE 6" MIN, ABOVE GRADE. SLAB REINFORCEMENT SHALL <br />BE WAAfF 6X6 W10xWl0 PER ASTM A185. LOCATE AT MID -DEPTH OF SLAB. <br />-OR- <br />SLAB REINFORCEMENT SHALL BE RBERMESH 150 OR BLENDED <br />FI6ERMESH150. FIBERMESH SHOULD BE DISPERSED UNIFORMLY <br />THROUGH CONCRETE W/ MIN. 1 POUND PER CUBIC YARD OF CONCRETE. <br />2. ALL FOOTING FORMS SHALL BE INSPECTED FOR SIZE AND REINFORCING <br />BEFORE POURING CONCRETE. <br />3_ FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL, COMPETENT <br />SOIL,OR PROPERLY COMPACTED STRUCTURAL FILL. ALLOWABLE SOIL <br />BEARING PRESSURE IS 1500 PSF AT 12" BELOW GRADE. <br />4. CONCRETE: MINIMUM 28 DAY COMPRESSIVE STRENGTH, fc = 2500 PSI. <br />5. REINFORCING STEEL: A615, GRADE 40 OR GRADE 60. ALL REINFORCING <br />STEEL SHOWN TO BE CONTINUOUS MAY BE LAPPED A MINIMUM OF 38 BAR <br />DIAMETERS OR 24". <br />6. SEISMIC DESIGN CATEGORY: D <br />A. ATTACH PRESSURE TREATED SOLE PLATE TO THE FOOTING USING <br />1/2" DIA X 10" LONG 'L' BOLTS WITH NUTS AND 3"X3"X1/4" PLATE <br />WASHERS, <br />B. ANCHOR BOLTS SHALL BE EMBEDDED AT LEAST 7" INTO THE <br />CONCRETE AND SHALL BE SPACED NOT MORE THAN 6' OC. <br />C. THERE SHALL BE A MINIMUM OF 2 BOLTS PER SOLE PLATE PIECE <br />WITH 1 BOLT LOCATED NOT MORE THAN 12" NOR LESS THAN 7 BOLT <br />DIAMETERS FROM EACH END OF EACH PIECE. <br />CF-1 FOUNDATIONDETAIL <br />3l4"° = 'I'-0" or l/16 scale IRC <br />,.:STUD <br />D RAFTER —� <br />CANTILEVERED LADDER <br />FRAME <br />OVERHANG <br />HN <br />I L <br />i <br />i <br />I <br />i <br />