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SHEARWALL SCHEDULE z <br /> SW OSB Nails Nails Nails Boundary Seismic Wind Anchor Clips Clip 0 <br /> type edge field Member list x.94 x 1.4 Bolt 5/8" type Spacing C0 <br /> @ @ (to adjust @ @ W Z <br /> (in o.c.) (in o.c.) for HF) plf (in o.c.) (in o.c.) 0 < <br /> P1— 7/16" 8d 6" 12" 2x 225 315 48" LTP5 24" 40'-0" W = <br /> P1-3 C7 <br /> 19/32" 10d 3" 12" 3x 625 875 36" LTP5 12" 9'-8" 15'-0" 151-411 <br /> Roof 7/16" 8d 6" 12" 2x 226 316 O Q <br /> Floor 3/4"T.G. 10d 6" 12" 2x 300 420 .I (D <br /> 7'-6" 7'-6" 8'-10" 6'-6" <br /> Straps Callout Strap All Wood Nails/ <br /> T Member Bolts Z J <br /> (Ibs) (in) O m <br /> A MST37 2345 (2)2x 20-16d 1 z <br /> Holdowns Callout All Wood Bolt Embedment Q <br /> T Member type <br /> (Ibs) CK <br /> HDU2 2215 (2)2x SB5/8x24" 18" <br /> 2 HDU4 3285 (2)2x S65/8x24" 18" <br /> 3 STHD14 3815 (2)2x NA NA <br /> P1-6 80401 P11:61 5040 <br /> A = <br /> R&S 4x12 1.2 - 4x12 1.2 <br /> EGRESS I EGRESS O <br /> I � I <br /> d I 50 m <br /> 8'10"x9l'2' i �I BDRM. #2 _ <br /> O I 8'CLG_ I o ED m 11' 0"x 14'6" <br /> PRIMARY _`Ln " @ �� 8' CLG. z <br /> I <br /> BDRM. v) <br /> I 26 I 15' x 16' � v~i 2'4" <br /> co <br /> I 8' CLG_ o O <br /> SHELVES I p SD <br /> GFl 2' N _J 26 <br /> c i ra c*i �3'-6 <br /> N P. BATH <br /> 8' 10"x11'10" <br /> x 8'CLG_ 2' 10"x18" <br /> co <br /> 04 z LINEN _ x <br /> > SD 24 GFl = co _ <br /> 30 3' VAN. cn X O <br /> - CI Yz" GWB ON / m LO in o <br /> P1� 0 26 UNDERSIDE Z 24 (VTO) p P1$ O <br /> GF/ OF STAIRS _J 90 CFM (+o z <br /> CV <br /> 3'x 5' 12" SEAT ~ Q <br /> __ - R&S 7' ..I <br /> 0 4 F 3'x4' DN i 22"x30„ 26 -------------- <br /> 00 CFM 2 (►To) �� 8 "' I ATTIC N 12" BI PASS 12" - LL <br /> vro 90 CFM I sD 5 J O <br /> ( LJJ <br /> F 20 SHWR. LANDING ACCESS 0 <br /> 1.3 N PAN 3 x 6 4 _ DN SD LJJ O <br /> A 2X6 r7 8 O J <br /> LL <br /> A I P1� 2036 A 2� 3'-0" 5'-10A CO N Q C) <br /> SF1Y ' <br /> 36" HI WALL 1 BDRM. #3 Z <br /> o I I 5'-4"��3'-0" LAUNDRY 28' ,(,>ol 8' CLG. <br /> _ I I 5 8 x 6 8' CLG. O <br /> bo I ( 80 F WHOLE HOUSE FAN V <br /> ti I I 1/2 TRUSSES 2.1 100 CFM- BONUS RM. U ) <br /> @ 24" O.C. SEE TABLE 13'2"x 18' 8"/ 12' 0" <br /> I I M1505.4.3(1) <br /> ED W CONNECTED EGRESS <br /> TO TIMER - 7 4x6 1.4 <br /> 2x6 IRC 1505.3 ��. WtU 6, 01 1 <br /> 31 A P1-6 A A 01-6 A 5036 I I <br /> of STUBBED TRUSSES 2.1 \ v ® _J I I I = <br /> mI @ 24" O.C. I o Cn � a Ld I I - <br /> o I _J > d- X 9 CLG. \� Q Im (D <br /> CO �I 3.6/12 o c� N � IWI I CD <br /> J <br /> 0I ROOF SLOPE Iml <br /> �I 2x6's ® 24" O.C. I o \ bi = IQI Q <br /> <I OVERFRAMING 9' WALL 4x8 1.3 9' WALL �j U 131 I 0 <br /> I 2x6 I I _ <br /> I \L I I ch <br /> 8050 \ 13 0 y I I <br /> NOTE: I / 9� I I \ IW N N \A <br /> I ® <br /> a. THE TRUSSES SHOULD BE DESIGNED BY A i i� N t <br /> PROFESSIONAL ENGINEER LICENSED IN THE HIPMASTER 2•1 ----------- ____ ---__y 1 5/12 I O <br /> STATE OF WASHINGTON. _ _ I \ LBELOW ------- <br /> b. THE TRUSS CONSTRUCTION AND CALCULATIONS I I \Q y 5/ <br /> 12 FLEX RM. BELOW �\ I <br /> SHOULD BEAR THE SEAL AND SIGNATURE OF I I ,�. _0 \I I PORCH BELOW <br /> THE ENGINEER PERFORMING THE DESIGN. I oo En �Q ---------- <br /> C. THE TRUSS DESIGN SHOULD BE REVIEWED FOR I Q lol I I <br /> I �I 1- y. <br /> CONFORMANCE WITH THE APPROVED -- <br /> W -------- AI <br /> CONSTRUCTION DRAWINGS AND REFERENCED I i / ® = <br /> BUILDING CODES, AND APPROVED FOR I IQI (n <br /> CONSTRUCTION BY THE DESIGNER-OF-RECORD I �_ C%J <br /> FOR THE APPROVED DRAWINGS, PRIOR TO I --- ------------------------------------ <br /> FABRICATION AND ERECTION. II //� GARAGE BELOW \ I D <br /> Imo— -- — 5/12 — -- — <br /> SECOND FLOOR PLAN W <br /> 1/4" = 1'-0" 7-1 7 -1 8-0 3-6 <br /> LIV. AREA = 1 ,175 ft2 81-4" qL 6'-0" 14'-2" <br /> GLAZING = 104 ft2 ( 8.9 %) 40'-0" <br /> GARAGE LEFT PAGE <br /> 3 Of 7 <br />