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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 C/) <br /> @ @ (to adjust @ @ z <br /> (in o.c.) (in o.c.) for HF) plf (in o.c.) (in ox.) In < <br /> P1-6 7/16" 8d 6" 12" 2x 225 315 48" LTP5 24" w = <br /> P1 33 19/32" 10d 3" 12" 3x 625 875 36" LTP5 12" <br /> 40 -0 O Roof 7/16" 8d 6" 12" 2x 226 316 = Q <br /> 15'41 15'-0" 9'-8" Floor 3/4"T.G. 10d 6" 12" 2x 300 420 <br /> J 0 <br /> Straps Callout Strap All Wood Nails/ Q J <br /> 6'-6" 8'-10" 7'_6" 7'-6" <br /> T Member Bolts _I <br /> (Ibs) (in) O m <br /> A MST37 2345 (2) 2x 20-16d <br /> Holdowns Callout All Wood Bolt Embedment 0 <br /> T Member type Q <br /> (Ibs) <br /> 1 HDU2 2215 (2)2x SB5/8x24" 18" H <br /> 2 HDU4 3285 (2)2x SB5/8x24" 18" <br /> 3 STHD14 3815 (2)2x NA NA <br /> W <br /> T-f-Cl 5040 P1-6 8040 P1-6; <br /> A ROOF FRAMING AND FLOOR JOIST KEY LIST �- <br /> 1.2 4x12 N 1 1.2 4x12 R&S KEY N0.1.2 HEADER,DF NO.2,4X12" O <br /> EGRESS EGRESS r � I � <br /> 1 j I <br /> KEY NO.1.3 HEADER,DF NO.2,4X8" ly— <br /> I I KEY NO. 1.4 HEADER,DF NO.2,4X6" L <br /> 50 ( 1 6 1 1 _ KEY NO.2.1 MANUFACTURED TRUSS ROOF r <br /> BDRM. #2 i� o I W.I.C. I o �-- <br /> I 8'10"x 9 2" I KEY NO.2.2 FLOOR JOISTS,HF NO.2,2X12",@ 16"O.C. <br /> C:) 11' 0"x14' 6" m jCn o � W <br /> I 8'CLG. � � O <br /> f 1 � <br /> 8 CLG- _ `" z® PRIMARY <br /> N 1 cn BDRM. m <br /> 2' 4" v~i 15'x 16' 1 26 I O <br /> 0 8' CLG. I <br /> L-- <br /> p <br /> 26 NXLL- 2' GFlWE 8'-0">�3'— N N H <br /> P. BATH N <br /> 2' 10"xl 8" x11' <br /> m w 8'CLG. Z <br /> LINEN <br /> co = GF/ 24 SD j <br /> O N cn 3' VAN. 30 <br /> O P1-6- D (VTO) 24 Z UNDERSIDE 26 P1� <br /> CY) so CFM J OF STAIRS G� �' Q <br /> N �-- J <br /> 7 R& _ 12" SEAT:) <br /> kxv5 _ � <br /> c <br /> -------------- N 26 22"x30'j DN 3'x4' N F �_ <br /> 01 <br /> 12" BI PASS 12" ATTIC 1 ") 8 (vro) cr) <br /> o O <br /> 5o sD ACCESSi so cFM <br /> CD CY) ---� LANDING SHWR. 20 O <br /> DN _ Tx6'4" PAN 1.3 W J <br /> SD g LL <br /> � 4x8 <br /> � A <br /> 2x6 2x6 Q <br /> (N CO 5'-10" 3'-0" 2' A 2036 P1-6 I A z <br /> M BDRM. #3 FSFTY Q O <br /> 36" HI WALL <br /> 11'2"x 12'4" 8' CLG. � ;54' <br /> UNDRY � �� � �� I o <br /> s' CLG 28"x 6, 3-0 ��5 -4 1 -1WHOLE HOUSE FAN 4 o0 MBONUS RM. -_10 M- I ? ��0) 2.1 1/2 TRUSSES <br /> 13'2"x 18' 8"/ 12' 0" ) -,n @ 24" 0.C. 1 <br /> M1505.4.3(1) ef " 1 <br /> EGRESS CONNECTED W D 1 <br /> 1.4 4x6 TO TIMER- <br /> IRC 1505.3 2x6 I <br /> 5036 A P1 s A l � �,�n� V►'1 A a P1� A <br /> -J ® c5 / 2.1 STUBBED TRUSSES to I Ur <br /> I I w Q � o I C� 24 O.C. Im <br /> CD ICI I- 9 CLG. a W i� o <br /> I01 N N O IQ <br /> ILa Q 3.6/12 13 (D <br /> Iml 0) w ROOF SLOPE — IW I Q <br /> lal = w / o I 2x6's ® 24" O.C. 1¢� <br /> ? 9' WALL 1.3 4x8 9' WALL OVERFRAMING I� <br /> o' <br /> O 2x6 1 <br /> I Q ~ of 8050 I I I <br /> t 1 V WI j j \�F'� NOTE: <br /> N N �I <br /> I I ® THE TRUSSES SHOULD BE DESIGNED BY A <br /> Low N I PROFESSIONAL ENGINEER LICENSED IN THE <br /> 5/12 1 ��___ ____l _______ \ I STATE OF WASHINGTON. <br /> wALL 2-1 H IPMASTER <br /> I �— b. THE TRUSS CONSTRUCTION AND CALCULATIONS <br /> FLEX RM. BELOW / I I / o I <br /> I I 1 SHOULD BEAR THE SEAL AND SIGNATURE OF N <br /> 5/12 / / PORCH BELOW — — 1 I o ��Q y�o I <br /> IIL/ - .� cn C; I I THE ENGINEER PERFORMING THE DESIGN. <br /> 1 toi r / a c. THE TRUSS DESIGN SHOULD BE REVIEWED FOR <br /> i -- imi N i I CONFORMANCE WITH THE APPROVED <br /> 1-11 0_ I I CONSTRUCTION DRAWINGS AND REFERENCED <br /> ICI T 0 I BUILDING CODES, AND APPROVED FOR <br /> cli I CONSTRUCTION BY THE DESIGNER-OF-RECORD <br /> L-2S FOR THE APPROVED DRAWINGS, PRIOR TO <br /> / GARAGE BELOW \ I FABRICATION AND ERECTION. <br /> — -- — 5/12 — — — Q <br /> U-1 <br /> 3'-6" 8'-0" 7'-111 7'-1" SECOND FLOOR PLAN <br /> 11'-6" 14'-2" 6'-0" 8'-4" 1/4" = 1'-0" <br /> LIV. AREA = 1 ,175 ft2 <br /> 40'-0" GLAZING = 104 ft2 ( 8.9 %) PAGE <br /> GARAGE RIGHT 3 Of 8 <br />