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<br />2x BLOCKING HORIZONTALLY@
<br />2x #2 SPF STUDS
<br />INTERVALS NOT EXCEEDING
<br />@16" O.C. W/ (2)
<br />10'-0" (R302.11)
<br />16d TOENAILS T & B
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z
<br />APPLICABLE.
<br />2x P.T. PLATE
<br />1/4" DIA. X 31/4" TAPCONS @ 24" O/C & _lz�
<br />@ 6" MAX FROM END OF 2 x PLATE E
<br />(2) #5 CONT. ON 3"
<br />6 x 6 W1.4 x W1.4
<br />CHAIRS (TYP.)
<br />WWF OR FIBERMESH CO
<br />— (2) LAYER TYPE 1(#15) UNDERLAYMENT FOR ROOF PITCH > 4:12 _ ° P.
<br />= III- - IHI1=1I�
<br />(2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR I I I P • I I III 1
<br />ROOF PITCH 4:12 OR LESS. ' IIII 11,—� o • I I I 111=r1
<br />PRE ENGINEERED WOOD
<br />TRUSS @ 24" O.C. U.N.O. I '-,11 I I �I 111=1 r
<br />I-11 I � 11Vlliirl��HURRICANE ANCHOR @ EACH
<br />SCHED. SEE UPLIFT
<br />12 TRUSS ( ) W/ 8
<br />(TYP.) VARIES METAL PL. UNDER EA. TRUSS
<br />MOISTURE BARRIER TYPICAL INTERIOR BEARING
<br />SHINGLE ROOF
<br />/�7/116"O ' S.B. MIN. SEE ROOF WALL w/ OUT UPLIFT KGGNAILINSCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3
<br />SN1
<br />ELEV. VARIES
<br />5/8"OR 1/2" HIGH STRENGTH ---' \—TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH ---Z `TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />(U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS e „ " BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE
<br />.) (OR / GYP. TYPE "X @ EACH END (WHEN PARALLEL)
<br />ABOVE SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT
<br />) ABOVE)
<br />S.P.F. DOUBLE CONNECTIONS. CONNECTIONS.
<br />8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE
<br />TOP PLATE
<br />3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/
<br />(12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />U.N.O.
<br />1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS
<br />SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS
<br />EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2" x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 1U-0" (R302.11)
<br />3/8" MORTAR BETWEEN INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl2" TITEN HD @ 24"
<br />SLAB & BLOCK SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN
<br />4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.)
<br />EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY"
<br />5/8"x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS
<br />`= 2" 0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND
<br />ELEV. V-0" ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
<br />OIL( INCLUDE THE WALL
<br />A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 6 x 6 W1.4 x W1.4
<br />@ 24' O.C.) 2 WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH
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<br />SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3
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<br />5/8"x6" "J" BOLTS BOLT 3RD LAYER 1/8" THICK.
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<br />NAILER TYPE' S MORTAR ) 6 1/4"x31/4" TAPCONS 20^ MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR
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<br />ADDITIONAL INFORMATION.
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3
<br />SLAB INFORMATION.
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<br />31/2" WWF OR FIBERMESH
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