Laserfiche WebLink
SEE PROJECT DOTES FOR MATERIALS i TRUSS BLOCKING <br />TRUSS <br />41`x6"x7116" OSS NAIL TO INTERMEDIATE FRAMING <br />WITH ROIL BACKING MEMBERS - REFERENCE NAILING <br />SCHEDULE/A2 <br />SHINGLES DIAPHRAGM <br />BOUNDARY <br />- J r TRIM ' <br />SIMPSON H2.5A PL <br />PANEL EDGE IS NOT 1 INSIDE AT EACH <br />SUPPORTED BY BLOCKING - <br />UNLESS NOTED <br />DRIP EDGE f I WALL TOR I <br />REFERENCE NAILING `— RAFTERS AND/ SIDING <br />SCHEDULE/S2 OR TRUSSES <br />L,6) ROOFING SHEATHING NAILING L i .. <br />TOP PLATES TOP PLATES <br />CRIPPLES (AS REQ.) CRIPPLES (IF REQ.) <br />SPACER (IF REQ.) SPACER (IF REQ.) <br />DOUBLED HEADER DOUBLED HEADER <br />STUD STUD <br />TRIMMER � — DOUBLE TRIMMERS <br />SOLE PLATE SOLE PLATE <br />FOR OPENINGS UP <br />BOUNDARY <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 NAILING REQUIREMENTS. <br />® <br />Q'_ e <br />a <br />(:D SHEAR TRANSFER DETAIL <br />Win <br />Y <br />•t x ` <br />x <br />Mira <br />4 <br />BRACE <br />A BOTTOM CHORD <br />dNOT TO SCALE <br />ATTACH 7/16°" OSB SHEATHING WITH FOIL <br />BACKING TO TRUSSES PER NAILING SCHEDULE. <br />REFERENCE TABLE R602.3(1). <br />BUILDING SECTION ATTACH EACH END OF EACH TRUSS TO TOP PLATES WITH H2.5A OR EQUIV CLIPS. <br />316n = 10 _ Dot WALL FRAMING TO BE 2', HF STUD GRADE a., 16"° OC. <br />WALL STUDS —� <br />SECTI10N <br />DETAIL(�) ENDWALL ASSEMBLY <br />STUDS AS NOTED IN <br />SHEAR WALL SCHEDULE. <br />USE (3) 2X OR <br />GREATER STUD. <br />SDS1/4X3 SCREWS <br />HEX NUT <br />HDU HOLDOWN <br />TREATED SILL PLATE <br />SSTB ANCHOR. <br />SST <br />Q jo NOT TO SCALE <br />2�/4" <br />FINISH �} <br />Cni GRADE t <br />UNHEATED GARAGE SPACE <br />ANCHOR BOLT & <br />P.T. SILL PLATE <br />PER NOTES BELOW <br />#4 CONTINUOUS <br />TOP & BOTTOM <br />CONCRETE FLOOR <br />4 <br />SLAB REINFORCEMENT <br />PER NOTES BELOW <br />�I 3" CLR. �``' THICKENED SLAB <br />TYP' <br />MIN. <br />MONOLITHIC FOUNDA70N <br />CONTINUOUS FOOTING NOTES <br />1. TOP OF SLAB TO BE 6" MIN. ABOVE GRADE. SLAB REINFORCEMENT SHALL <br />BE WVVF 6)S6 W10xVV10 PER ASTIVI A165. LOCATE AT MID -DEPTH OF SLAB. <br />-OR- <br />SLAB REINFORCEMENT SHALL BE FIBERMESH 150 OR BLENDED <br />FIBERMESH150. FIBERMESH SHOULD BE DISPERSED UNIFORMLY <br />THROUGH CONCRETE VVI 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" BELOIJV GRADE. <br />4. CONCRETE: MINIIVIUM 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" X1C4° PLATE <br />WASHERS. <br />B. ANCHOR BOLTS SHALL BE EMBEDDED AT LEAST 7" INTO THE <br />CONCRETE AND SHALL BE SPACED NOT MORE THAN 6OC. <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 />®1 FOUNDATION DETAIL <br />3/4!'= T-09'cr 1116 szca1e IRC <br />END RAFTER <br />ROOF SHEATHING <br />STRUCTURALTRUSS <br />2X4 LADDER FRAME <br />STANDARD GABLE <br />TOP PLATE <br />WALL STUD <br />ST a w u n u n. u I. air — ram <br />LAY OUTRIGGERS FLAT AND "LET" INTO TOP <br />CHORD OF ENDWALL (GABLE) TRUSS TO - <br />SUPPORT OVERHANG, AT 4'-0" O.C. BUTT NAIL <br />TO FIRST STRUCTURAL TRUSS. <br />STRUCTURAL TRUSS <br />� � ERETT <br />r <br />END RAFTER -_VEtJ-,t1E1D FOR PERMIT <br />CANTILEVERED <br />FRAME OVERHANG DETAIL <br />lz 1•; ® <br />Toile: <br />SECTIONS <br />DETAILS <br />Scale: NONE <br />Sheet: <br />Sheet 3 of 3 <br />