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SHEARWALL SCHEDULE <br /> Z <br /> SW OSB Nails Nails Nails Boundary Seismic Wind Anchor Clips Clip C7 <br /> type edge field Member list x.94 x 1.4 Bolt 5/8" type Spacing U� <br /> @ @ (to adjust @ @ W Z <br /> (in ox.) (in o.c.) for HF) pff (in ox.) (in o.c.) C Q <br /> P1:6 7/16" 8d 6" 12" 2x 225 315 48" LTP5 24" W <br /> P1-31 19/32" 10d 3" 12" 3x 625 875 36" LTP5 12" <br /> 40'-0" <br /> 15'-4" Roof 7116" 8d 6" 12" 2x 226 316 O <br /> 15-0 9'-$" Floor 3/4"T.G. 10d 6" 12" 2x 300 420 J <br /> 6'-6" 7'-6" 7'_6" Straps Callout Strap TII Wood Nails] (D <br /> Member Botts Z —1 <br /> (Ibs) (in) O m <br /> A MST37 2345 (2)2x 20-16d H <br /> Holdowns Callout All Wood Bolt Embedment 0 <br /> T Member type Q <br /> (lbs) Ix <br /> 1 HDU2 2215 (2)2x SB5/8x24" 18" I- <br /> 2 HDU4 3285 (2)2x SB5/8x24" 18" (n <br /> 3 STHD14 3815 (2)2x NA NA <br /> P1-6 5040 P1-yo; 8040 W <br /> ROOF FRAMING AND FLOOR JOIST KEY LIST �. <br /> 1 EGRESS Z j 1.2 4x12 R&S A <br /> --------------- <br /> EGRESS I KEY NO.1.2 HEADER,DF NO.2,4X12" <br /> KEY NO. 1.3 HEADER,DF NO.2,4X8" <br /> 50 U) j j KEY NO. 1.4 HEADER,DF NO.2,4X6" 00 <br /> BDRM. #2 0_ 1~ O I W.I.C. j - KEY NO.2.1 MANUFACTURED TRUSS ROOF r <br /> O „ „ m I I 8'10"x 9'2" I O <br /> 11 0 x 14' 6 1 + I 8'CLG. I ' KEY NO.2.2 FLOOR JOISTS, HF NO.2,2X12",@ 16"O.C. <br /> ' 8' CLG. l oc I I o W <br /> I _ ® PRIMARY I I z <br /> 1 cn BDRM. <br /> 2'4" N_ 15'x 16' 1 26 1 <br /> 6 O <br /> 8'CLG. I <br /> SD p Of . I SHELVES <br /> Of <br /> 26 N J <br /> N X LL- 2' riFl <br /> 8'-0" afE3'-6"—� N N H <br /> P. BATH 04 <br /> 2' 10"x18" 8'1 0"x1 r'10" CN <br /> xEl8'CLG. <br /> C14is, x01 LINEN Z <br /> N = GFl 24 SD > <br /> x 3' VAN. � 30 <br /> P1� `� \ kz" GWB ON <br /> � 90 24 z UNDERSIDE 26 - <br /> _ OF STAIRS d. <br /> ----- CN <br /> 7' - R&S - - 12" SEAT ;91 <br /> r----, <br /> v 26 22'°(JO»I o DN o = <br /> 0 12" BI PASS 12" N I ;�, g 3'x4' J, F 0 <br /> o SD ATTIC -� Vr `_J LL <br /> �� so O <br /> SD ACCESS[ LANDING SHWR 2D O <br /> SD DN o 3'x 6'4" PAN 1.3 <br /> cV 870 2x6 c- 4x8 2x6 q rW LL <br /> J <br /> C0 5'-10" 3'-0" V <br /> BDRM. #3 2 A 2036 P�-6 A Q Z <br /> 11'2"x 12'4" 36" HI WALL �� SM 1 11 <br /> 8' CLG. 8' CLG. I - Q O <br /> 1 p 5 dnt 1vlt6 , ;p5' 18"x 6'RY 3-0 - -5 -4 o UWHOLE HOUSE FAN I I - cY V W <br /> BONUS RM. 100 CFM- ��0� 2.1 1/2 TRUSSES ao U) <br /> ,� SEE TABLE " I <br /> 13' 2' x18' 8 / 12 0 @ 24 O.C. 1 <br /> M1505.4.3(1) <br /> EGRESS CONNECTED W D j <br /> 1.4 4x6 To T)MER- I <br /> IRC 1505.3� 2x6 <br /> l 5036 A P1 A , qQ P1� q I- <br /> 2.1 STUBBED TRUSSES to <br /> �o . . m CLG. X <br /> 101 v) QC14dC14 `` IJ"tQ o II O, �mi rn 3 6/12 j - <br /> JC=�' <br /> ICI � 0 I OF SLOPE — I0 I Q I3I / I= / 0 2x6's ® 24" O.C. <br /> I I U) �i 9' WALL 1.3 4x8 g WALL � OVERFRAMING �< <br /> ar 2x6 I <br /> I i i j N N o1 / 8050 I I �c�� <br /> I I 1 I ® m� / JP� NOTE. <br /> / L <br /> �; QII I a THE TRUSSES SHOULD BE DESIGNED BY A <br /> 5/12 1 IZ___- w__ __________ 3/ PROFESSIONAL ENGINEER LICENSED IN THE <br /> BELOW I 2.1 HIPMASTER STATE OF WASHINGTON. �-- <br /> FLEX RM. BELOW — �— <br /> I / ------ 5/12 / / I I / I \ <br /> o - I b. THE TRUSS CONSTRUCTION AND CALCULATIONS U) <br /> I — PORCH BELOW i I/ o �� I SHOULD BEAR THE SEAL AND SIGNATURE OF N <br /> I� �( THE ENGINEER PERFORMING THE DESIGN. <br /> U) U \ <br /> Iol Q I C. THE TRUSS DESIGN SHOULD BE REVIEWED FOR <br /> �Q F--------—� I <br /> N \ i CONFORMANCE WITH THE APPROVED I- <br /> -J- ICI CONSTRUCTION DRAWINGS AND REFERENCED (f� <br /> BUILDING CODES, AND APPROVED FOR <br /> IC_� C14 I CONSTRUCTION BY THE DESIGNER-OF-RECORD <br /> -- ----- ------------ -------------i___ FOR THE APPROVED DRAWINGS, PRIOR TO <br /> I / GARAGE BELOW \ I FABRICATION AND ERECTION. <br /> — -- — 5/12 — -- —� <br /> 3'-6" 8'-0" 7'-1" 7'-1" W <br /> SECOND FLOOR PLAN U) <br /> 11'-611 14'-211 6'_Q�� 8,�„ 1/4" = 1'-Q„ <br /> LIV. AREA = 1 ,175 ft2 <br /> 40'-0" GLAZING = 104 ft2 ( 8.9 %) PAGE <br /> GARAGE RIGHT 3 Of 8 <br />