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3119 Lateral Load Analysis (2) , � ` '� CWA COl�'SULTANTS,P.S. STRUCTURAL ENGINEERING BUILDING CODE COI�'SULTANTS 8675 E.Cacaway Raad,Port Oc�h�l, WA 98366 (360)871-5433 FAX: (360)871-56�3 E-Mail:chuck@cwacovsutta��tsnet Lateral Load Analy5i5 Only for: , Plan 3119 1�6 (8' Ceiling} per 2009 /f3C u5ih9 Qlat v 4.0 5eiamic DeSign Data (Ec�uivalent Force) Importance Factor 1.0 �5 and 5d .84, 1.60 5ite Cfa�S D 5d1 and 5D� 0.56, 1.09 5ei5mic DeSign Category D �orce re5i5ting 5y5tem W5f 5hear WallS DeSign BaSe 5hear 5.5x, 5.8ky C5 0.110 (A5D) R 6.5 (05B) , !�. � ,�.;„, Wind Data (5implified Method, 10 p5f min control5 deeign) t--� �� � �,, ,�,� ExpoSUre `B' Wind 5peed 85 mph (3 5ec) ,�Sa�W�S��G Q . . rr� r Vertical LoadS � , .� `='� �����„ �, p 9 r=loor Load 40 p5f 'd �� 5now Load �JO p5f O�F'�, G�35��3 `���4- qG ENG �w June B, 2012 �NA�E ��� � Z IZ ThiS de5ign ha5 been reviewed by me and it i5 in full cor�pliance with the 2009 International Building Gode. �,. _____. _� � �._ ..� .___ .__ �.. - ; , n � � ��/�,� F �w� '�'�� �� � �1 r� � ��� � � MFl.fi � F�IF�1 � HN� � �1�i� � � ' ���N T'� �.t,�`� � c5 vP� �tL . uu+�d ,r.,�, ,,`n S F�rN lr � �:`�'fo� z, GTay� £ � �°��/. e� � �' X '�d � �' �' °' � 0 4� � _-� � ��� G4 � � A`r, �5A7 � ` O�, UKAL r��~ Q f11 FSS I O P�'� '� � � \ � � � � '� �� . -� � � � � . � �.� : �� � : � � �� . � �_ �� � � : �� � . .� �, , � �H� � N �� � ��� � v � � �s�,� � �� � �+�� �� ��� � � �oo .. � � . � � �� � � � ri�� r� � . . ��� � . � �.�� �� C�LAtta � ; ' '" � uuu .� ,� � • ...... � � , . � ,�,r� "'' '-, . ii� . �,li� . . . . . . . . . . . . . . • � _� �. 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CJ ��� . � � � uuu 'h ; .....� .� � �ri — "'' .�ii.� . �.�. . . . . . . � I . . . . 4 I►'►'C{is � ��� .'►+-F �'I V 3�� CWA Consultants WOODCAD QLAT (Pro V4 . 0) Time : 15 : 59 : 02 File : 3119R6 Date : 06-07-2012 ------------------------- SUNIMARY OF SHEAR WALL AND HOLDDOWN SELECTIONS Story 2 Line 1 Wall 1 Wall Height = 8 . 0 ' Wall Width = 4 . 0 ' Wall H/W =2 . 0 Seimic Force = 40 plf Adj Seismic Force = 40 plf Table 2305 . 3 .4 Wind Force = 52 plf Adj Wind Force = 37 plf Section 2306 .4 . 1 SW #1 Al1ow Shear - 150 plf Top Plate Connection - 16d Toenailed @ 8" oc Shear Wall Sheathing - 7/16" OSB (1 side) - lOd box nails (0 . 128" } 6"oc edge-12 " oc field Bot Plate Connection - 16d nails @ 8" oc Hold Down Force Lt = O . lOkips Rt = O . lOkips Hold Down Type None Req'd None Req' d ---------------------------------------------------------------------- Story 2 Line 1 Wall 2 Wall Height = 8 . 0 ' Wall Width = 9 . 0 ' Wall H/W =0 . 9 Seimic Force = 40 plf Adj Seismic Force = 40 plf Table 2305 . 3 . 4 Wind Force = 52 plf Adj Wind Force = 37 plf Section 2306 .4 . 1 SW #1 Allow Shear - 150 pli Top Plate Connection - 16d Toenailed @ 8" oc Shear Wall Sheathing - 7/16" OSB (1 side} - lOd box nails (0 . 128" ) 6"oc edge-12" oc field Bot Plate Connection - 16d nails C 8" oc Hold Down Force Lt =-0 . 29kips Rt =-0 .29kips Hold Down Type None Req'd None Req' d ----------------------------------------- ------- ---------------------- Story 2 Line 1 Wall 3 Wall Height = 8 . 0 ' Wall Width =11 . 0 ' Wall H/W =0 . 7 Seimic Force = 40 plf Adj Seismic Force = 40 plf Table 2305 . 3 .4 Wind Force = 52 plf Adj Wind Force = 37 plf Section 2306 .4 . 1 SW #1 Al1ow Shear - 150 plf Top Plate Connection - 16d Toenailed @ 8" oc Shear Wall Sheathing - 7/16" OSB (1 side) - lOd box nails (0 . 128") 6"oc edge-12 " oc field Bot Plate Connection - 16d nails @ 8 " oc Hold Down Force Lt =-0 .44kips Rt =-0 . 44kips Hold Down Type None Reg'd None Req' d ---------------------------------------------------------------------- CWA Consultants WOODCAD QLAT (Pro V4 . 0) Time : 15 : 59 : 02 File : 3119R6 Date : 06-07-2012 ------------------------------------------ SLTMMARY OF SHEAR WALL AND HOLDDOWN SELECTIONS Story 2 Line 1 Wall 4 Wall Height = 8 . 0 ' Wall Width =18 . 5 ' Wall H/W =0 . 4 Seimic Force = 40 plf Adj Seismic Force = 40 plf Table 2305 . 3 .4 Wind Force = 52 plf Adj Wind Force = 37 plf Section 2306 .4 . 1 SW #1 Allow Shear - 150 plf Top Plate Connection - 16d Toenailed @ 8"' oc Shear Wall Sheathing - 7/16" OSB (1 side) - lOd box nails (0 . 128") 6"oc edge-12'� oc field Bot Plate Connection - 16d nails @ 8" oc Hold Dawn Force Lt =-1 . 03kips Rt =-1 . 03kips Hold Down Type None Req'd None Req' d ---------- - ------- ---------------------------------------------------- Story 2 Line 2 Wall 1 Wall Height = 8 . 0 ' Wall Width =10 . 0 ' Wall H/W =0 . 8 Seimic Force = 43 plf Adj Seismic Force = 43 plf Table 2305 . 3 .4 Wind Force = 56 plf Adj Wind Force = 40 plf Section 2306 .4 . 1 SW #1 Allow Shear - 150 plf Top Plate Connection - 16d Toenailed @ 8" oc Shear Wall Sheathing - 7/16" OSB (1 side) - lOd box nails (0 . 128") 6"oc edge-12 " oc field Bot Plate Connection - 16d nails @ 8" oc Hold Down Force Lt =-0 . 33kips Rt =-0 . 33kips Hold Down Type None Req'd None Req' d ---------------------------------------------------------------------- Story 2 Line 2 Wall 2 Wall Height = 8 . 0 ' Wall Width =14 . 0 ' Wall H/W =0 . 6 Seimic Force = 43 plf Adj Seismic Force = 43 plf Table 2305 . 3 .4 Wind Force = 56 plf Adj Wind Force = 40 plf Section 2306 . 4 . 1 SW #1 Allow Shear - 150 plf Top Plate Connection - 16d Toenailed @ 8" oc Shear Wall Sheathing - 7/16" OSB (1 side) - lOd box nails (0 . 128" ) 6"oc edge-12 " oc field Bot Plate Connection - 16d nails @ 8" oc Hold Down Force Lt =-0 . 64kips Rt =-0 . 64kips Hold Down Type None Req'd None Req'd ---------------------------------------------------------------------- CWA Consultants WOODCAD QLAT (Pro V4 . 0) Time : 15 : 59 : 02 File : 3119R6 Date : 06-07-2012 ---------------------------- SUMMARY OF SHEAR WALL AND HOLDDOWN SELECTIONS Story 2 Line 2 Wall 3 Wall Height = 8 . 0 ' Wall Width =15 . 0 ' Wall H/W =0 . 5 Seimic Force = 43 plf Adj Seismic Force = 43 plf Table 2305 . 3 . 4 Wind Foree = 56 plf Adj Wind Force = 40 plf Section 2306 .4 . 1 SW #1 Allow Shear - 150 plf Top Plate Connection - 16d Toenailed @ 8" oc Shear Wall Sheathing - 7/16" OSB (1 side) - lOd box nails (0 . 128" ) 6"oc edge-12 " oc field Bot Plate Connection - 16d nails @ 8" oc Hold Down Force Lt =-0 . 72kips Rt =-0 . 72kips Hold Down Type None Req' d None Req' d ---------------------------------------------------------------------- Story 1 Line 1 Wall 1 Wall Height = 8 . 0 ' Wall Width = 5 . 5 ' Wall H/W =1 . 5 Seimic Force = 97 plf Adj Seismic Force = 97 plf Table 2305 . 3 . 4 Wind Force = 140 plf Adj Wind Force = 100 plf Section 2306 .4 . 1 SW #1 Allow Shear - 150 plf Top Plate Connection - 16d Toenailed @ 8" oc Shear Wall Sheathing - 7/16" OSB (1 side) - lOd box nails (0 . 128" ) 6"oc edge-I2 " oc field Bot Plate Connection - 5/8"x7" anchor bolts @ 72 " oc Hold Down Force Lt = 1 . 19kips Rt = 1 . 17kips Hold Down Type LSDTHD8 (RJ) 2-2x 16d LSDTHD8 (RJ) 2-2x 16d ---------------------------------------------------------------------- Story 1 Line 1 Wall 2 Wall Height = 8 . 0 ' Wall Width = 5 . 0 ' Wall H/W =1 . 6 Seimic Force = 97 plf Adj Seismic Force = 97 plf Table 2305 . 3 .4 Wind Force = 140 plf Adj Wind Force = 100 plf Section 2306 .4 . 1 SW #1 Allow Shear - 150 plf Top Plate Connection - 16d Toenailed @ 8" oc Shear Wall Sheathing - 7/16" OSB (1 side) - lOd box nails (0 . 128" ) 6"oc edge-12 " oc field Bot Plate Connection - 5/8"x7" anchor bolts @ 72" oc Hold Down Force Lt = 0 . 68kips Rt = 0 . 68kips Hold Down Type None Req�d None Req'd ---------------------------------- ------------------------------------ CWA Consultants WOODCAD QLAT (Pro V4 . 0) Time : 15 : 59 : 02 File : 3119R6 Date : 06-07-2012 ----------—-- SUMMARY OF SHEAR WALL AND HOLDDOWN SELECTIONS Story 1 Line 1 Wall 3 Wall Height = 8 . 0 ' Wall Width = 8 . 0 ' Wall H/W =1 . 0 Seimic Force = 97 plf Adj Seismic Force = 97 plf Table 2305 .3 .4 Wind Force = 140 plf Adj Wind Force = 100 plf Section 2306 .4 . 1 SW #�1 Allow Shear - 150 plf Top Plate Connection - 16d Toenailed @ 8" oc Shear Wall Sheathing - 7/16" OSB (1 side) - lOcl box nails (0 . 128" ) 6"oc edge-12 " oc field Bat Plate Connection - 5/8"x7" anchor bolts @ 72" oc Hold Down Force Lt = 0 .44kips Rt = 0 . 88kips Hold Down Type None Req' d None Req' d -------------------------------------------- -------------------------- Story 1 Line 1 Wall 4 Wall Height = 8 . 0 ' Wall Width = 6 . 0 ' Wall H/W =1 . 3 Seimic Force = 97 plf Adj Seismic Force = 97 plf Table 2305 . 3 .4 Wind Force = 140 plf Adj Wind Force = 100 plf Section 2306 . 4 . 1 SW ##1 Allow Shear - 150 plf Top Plate Connection - 16d Toenailed @ 8" oc Shear Wall Sheathing - 7/16" OSB (1 side) - 10d box nails (� . 128") 6"oc edge-12" oc field Bot Plate Connection - 5/8"x7" anchor bolts @ 72" oc Hold Down Force Lt = 0 . 94kips Rt = 0 . 94kips Hold Down Type None Req' d None Req' d ----------------- ----------------------------------------------------- Story 1 Line 1 Wall 5 Wall Height = 8 . 0 ' Wall Width = 4 . 0 ' Wall H/W =2 . 0 Seimic Force = 97 plf Adj Seismic Force = 97 plf Table 2305 . 3 .4 Wind Force = 140 plf Adj Wind Force = 100 plf Section 2306 .4 . 1 SW #1 Allow Shear - 150 plf Top Plate Connection - 16d Toenailed @ 8" oc Shear Wall Sheathing - 7/16" OSB (1 side) - lOd box nails (0 . 128") 6"oc edge-12" oc field Bot Plate Connection - 5/8"x7" anchor bolts @ 72 " oc Hold Down Force Lt = 1 . 00kips Rt =-0 . 03kips Hold Down Type LSDTHDB (RJ) 2-2x 16d None Req'd ---------------------------------------------------------------------- CWA Consultants WOODCA.D QLAT (Pro V4 . 0) Time : 15 : 59 : 02 File : 3119R6 Date : 06-07-2012 ---------------------------------- SUMMARY OF SHEAR WALL AND HOLDDOWN SELECTIONS Story 1 Line 2 Wall 1 Wall Height = 8 . 0 ' Wall Width = 6 . 0 ' Wall H/W =1 . 3 Seimic Force = 66 plf Adj Seismic Force = 66 plf Table 2305 . 3 . 4 Wind Force = 95 plf Adj Wind Force = 68 plf Section 2306 . 4 . 1 SW #1 Allow Shear - 150 plf Top Plate Connection - 16d Toenailed @ 8" oc Shear Wall Sheathing - 7/16" OSB (1 side) - lOd box nails (0 . 128 " ) 6"oc edge-12" oc field Bot Plate Connection - 5/8"x7" anchor bolts @ 72 " oc Hold Down Force Lt = 0 . 25kips Rt = 0 . 58kips Hold Down Type None Req' d None Req' d ---------------------------------------------------------------------- Story 1 Line 2 Wall 2 Wall Height = 8 . 0 ' Wall Width =36 . 0 ' Wall H/W =0 . 2 Seimic Force = 66 plf Adj Seismic Force = 66 plf Table 2305 . 3 .4 Wind Force = 95 plf Adj Wind Force = 68 plf Section 2306 .4 . 1 SW #1 Allow Shear - 150 plf Top Plate Connection - 16d Toenailed @ 8" oc Shear Wall Sheathing - 7/16" OSB (1 side) - lOd box nails (0 . 128" ) 6"oc edge-12 " oc field Bot Plate Connection - 5/8"x7" anchor bolts @ 72 " oc Hold Down Force Lt =-1 .22kips Rt =-1 . 32kips Hold Down Type None Req'd None Req' d ---------------------------------------------------------------------- CWA Consultants WOODCAD QLAT (Pro V4 . 0) Time : 15 : 59 : 02 File : 3119R6 Date : 06-07-2012 ------------------------------------------------------------------------- ------------------------------------------------------------------------- SUMMARY OF SHEAR WALL AND HOLDDOWN SELECTIONS Story 2 Line A Wall 1 Wall Height = 8 . 0 ' Wall Width = 5 . 0 ' Wall H/W =1 . 6 Seimic Force = 65 plf Adj Seismic Force = 65 plf Table 2305 . 3 .4 Wind Force = 102 plf Adj Wind Force = 73 plf Section 2306 .4 . 1 SW #1 Allow Shear - 150 plf Top Plate Connection - 16d Toenailed @ 8" oc Shear Wall Sheathing - 7/16" OSB (1 side) - lOd box nails (0 . 128") 6"oc edge-12 " oc field Bot Plate Connection - 16d nails @ 8" oc Hold Down Force Lt = 0 . 67kips Rt = 0 . 67kips Hold Down Type None Req'd None Req'd ---------------------------------------------------------------------- Story 2 Line A Wall 2 Wall Height = 8 . 0 ' Wall Width =10 . 0 ' Wall H/W =0 . 8 Seimic Force = 65 plf Adj Seismic Force = 65 plf Table 2305 . 3 . 4 Wind Force = 102 plf Adj Wind Force = 73 plf Section 2306 .4 . 1 SW #1 A11ow Sh.ear - 150 plf Top Plate Connection - 16d Toenailed @ 8" oc Shear Wall Sheathing - 7/16" OSB (1 side) - lOd box nails (0 . 128") 6"oc edge-12 " oc field Bot Plate Connection - 16d nails @ 8" oc Hold Down Force Lt = 0 . 52kips Rt = 0 . 52kips Hold Down Type None Req' d None Req' d ----------------------------------------------------------------- ----- Story 2 Line A Wall 3 Wall Height = 8 . 0 ' Wall Width = 8 . 0 ' Wall H/W =1 . 0 Seimic Force = 65 plf Adj Seismic Force = 65 plf Table 2305 . 3 .4 Wind Force = 102 plf Adj Wind Force = 73 plf Section 2306 .4 . 1 SW #1 Al1ow Shear - 150 plf Top Plate Connection - 16d Toenailed @ 8" oc Shear Wall Sheathing - 7/16" OSB (1 side) - lOd box nails (0 . 128" ) 6"oc edge-12" oc field Bot Plate Connection - 16d nails @ 8" oc Hold Down Force Lt = 0 . 58kips Rt = 0 . 58kips Hold Down Type None Req'd None Req'd ------------------------------------------- --------------------------- CWA Consultants WOODCAD QLAT (Pro V4 . 0) Time : 15 :59 : 02 File : 3119R6 Date : 06-07-2012 ------------------------------------------------------------------------- ------------------------------------------------------------------------- SUMMARY OF SHEAR WALL AND HOLDDOWN SELECTIONS Story 2 Line A Wall 4 Wall Height = 8 . 0 ' Wall Width = 4 . 0 ' Wall H/W =2 . 0 Seimic Force = 65 plf Adj Seismic Force = 65 plf Table 2305 . 3 . 4 Wind Force =` 102 plf Adj Wind Force = 73 plf Section 2306 . 4 . 1 SW #1 Allow Shear - 150 plf Top Plate Connection - 16d Toenailed @ 8" oc Shear Wall Sheathing - 7/16" OSB (1 side) - lOd box nails (0 . 128" ) 6"oc edge-12 �� oc field Bot Plate Connection - 16d nails @ 8" oc Hold Down Force Lt = 0 . 70kips Rt = 0 . 7okips Hold Down Type None Req'd None Req' d ----- ----------------------------------------------- ------------------ Story 2 Line C Wall 1 Wall Height = 8 . 0 ' Wall Width = 3 . 8 ' Wall H/W =2 . 1 Seimic Force = 131 plf Adj Seismic Force = 138 plf Table 2305 . 3 . 4 Wind Force = 205 plf Adj Wind Force = 147 plf Section 2306 . 4 . 1 SW #1 Allow Shear - 150 plf Top Plate Connection - 16d Toenailed @ 8" oc Shear Wall Sheathing - 7/16" OSB (1 side) - lOd box nails (0 . 128" ) 6"oc edge-12 " oc field Bot Plate Connection - 16d nails @ 8" oc Hold Down Force Lt = 1 . 53kips Rt = 1 . 53kips Hold Down Type 2CS20x42 14-lOd ea 2CS20x42 14-lOd ea --------------------------------------------- ---- --------------------- Story 2 Line C Wall 2 Wall Height = 8 . 0 ' Wall Width = 3 . 8 ' Wall H/W =2 . 1 Seimic Force = 131 plf Adj Seismic Force = 138 plf Table 2305 . 3 .4 Wind Force = 205 plf Adj Wind Force = 147 plf Section 2306 .4 . 1 SW #1 Allow Shear - 150 plf Top Plate Connection - 16d Toenailed @ 8" oc Shear Wall Sheathing - 7/16" OSB (1 side) - lOd box nails (0 . 128" ) 6"oc edge-12" oc field Bot Plate Connection - 16d nails @ 8" oc Hold Down Force Lt = 1 . 53kips Rt = 1 . 53kips Hold Down Type 2C520x42 14-lOd ea 2CS20x42 14-lOd ea ---------------------------------------------------------------------- CWA Consu�tants WOODCAD QLAT (Pro V4 . 0) Time : 15 : 59 : 02 File : 3119R6 Date : 06-07-2012 ------------------------------------------------------------------------- ------------------------------------------------------------------------- SUMMARY OF SHEAR WALL AND HOLDDOWN SELECTIONS Story 2 Line C Wall 3 Wall Height = 8 . 0 ' Wall Width = 2 . 9 ' Wall H/W =2 . 8 Seimic Force = 131 plf Adj Seismic Force = 181 plf Table 2305 . 3 . 4 Wind Force = 205 plf Adj Wind �orce = 147 plf Section 2306 .4 . 1 Sw #2 Allowable Shear = 230 plf Top Plate Connection - A35 or LPT4 @ 30" oc @ SW only Shear Wall Sheathing - 7/16" OSB (1 side) - lOd box nails (0 . 128") 6"oc edge-12" oc field Bot Plate Connection - 16d nails @ 7" oc Hold Down Force Lt = 1 . 56kips Rt = 1 . 56kips Hold Down Type 2CS20x42 14-lOd ea 2CS20x42 14-lOd ea ---------------------------------------------------------------------- Story 2 Line C Wall 4 Wall Height = 8 . 0 ' Wall Width = 2 . 9 ' Wall H/W =2 . 8 Seimic Force = 131 plf Adj Seismic Force = 181 plf Table 2305 . 3 . 4 Wind Force = 205 plf Adj Wind Force = 147 plf Section 2306 . 4 . 1 Sw #2 A1lowable Shear = 230 plf Top Plate Connection - A35 or LPT4 @ 30" oc @ SW only Shear Wall Sheathing - 7/16" OSB (1 side) - lOd box nails (0 . 128" ) 6"oc edge-12 " oc field Bot Plate Connection - 16d nails @ 7" oc Hold Down Force Lt = 1 . 56kips Rt = 1 . 56kips Hold Down Type 2CS20x42 14-lOd ea 2CS20x42 14-lOd ea ---------------------------------------------------------------------- Story 1 Line A Wall 1 Wall Height = 8 . 0 ' Wall Width = 4 . 0 ' Wall H/W =2 . 0 Seimic Force = 91 plf Adj Seismic Force = 91 plf Table 2305 . 3 .4 Wind Force = 151 plf Adj Wind Force = 108 plf Section 2306 .4 . 1 SW #1 Allow Shear - 150 plf Top Plate Connection - 16d Toenailed @ 8" oc Shear Wall Sheathing - 7/16" OSB (1 side) - lOd box nails (0 . 128") 6"oc edge-12 " oc field Bot Plate Connection - 5/8"x7" anchor bolts @ 72" oc Hold Down Force Lt = 1 . 64kips Rt = 1 . 64kips Hold Down Type LSDTHD8 (RJ) 2-2x 16d LSDTHD8 (RJ) 2-2x 16d ---------------------------------------------------------------------- CwA Consultants WOODCAD QLAT (Pro V4 . 0) Time : 15 : 59 : 02 File: 3119R6 Date : 06-07-2012 ------------------------------------------------------------------------- ------------------------------------------------------------------------- SUMMARY OF SHEAR WALL AND HOLDDOWN SELECTIONS Story 1 Line A Wall 2 Wall Height = 8 . 0 ' Wall Width =11 . 0 ` Wall H/W =0 . 7 Seimic Force = 91 plf Adj Seismic Force = 9Z plf Table 2305 . 3 .4 Wind Force = 151 plf Adj Wind Force = 108 plf Section 2306 .4 . 1 SW #1 Al1ow Shear - 150 plf Top Plate Connection - 16d Toenailed @ 8" oc Shear Wall Sheathing - 7/16" OSB (1 side) - lOd box nails (0 . 128" ) 6"oc edge-12" oc field Bot Plate Connectian - 5/8"x7" anchor bolts @ 72" oc Hold Down Force Lt = 1 . 02kips Rt = 1 . 07kips Hold Down Type LSDTHD8 (RJ) 2-2x 16d LS�THD8 (RJ) 2-2x 16d ---------------------------- ------------------------ ------------------ Story 1 Line A Wall 3 Wall Height = 8 . 0 ' Wall Width = 6 . 0 ' Wall H/W =1 . 3 Seimic Force = 91 plf Adj Seismic Force = 91 plf Table 2305 . 3 .4 T�Vind Force = 151 plf Adj Wind Force = 108 plf Section 2306 .4 . 1 SW #1 Allow Shear - 150 plf Top Plate Connection - 16d Toenailed @ 8 " oc Shear Wall Sheathing - 7/16" OSB (1 side) - 10d box nails (0 . 128" ) 6"oc edge-12" oc field Bot Plate Connection - 5/8"x7" anchor bolt.s @ 72" oc Hold Down Force Lt = 1 .43kips Rt = 1 . 43kips Hold Down Type LSDTHD8 (RJ) 2-2x 16d LSDTHD8 (RJ) 2-2x 16d ------------------------------------------- --------------------------- Story 1 Line A Wall 4 Wall Height = 8 . 0 ' Wall Width = 4 . 0 ' Wall H/W =2 . 0 Seimic Force = 91 plf Adj Seismic Force = 91 plf Table 2305 .3 .4 Wind Force = 151 plf Adj Wind Force = 108 plf Section 2306 .4 . 1 SW #1 Allow Shear - 150 plf Top Plate Connection - 16d Toenailed @ 8" oc Shear Wall Sheathing - 7/16" OSB (1 side) - lOd box nails (0 . 128") 6"oc edge-12'� oc field Bot Plate Connection - 5/8"x7" anchor bolts @ 72 " oc Hold Down Force Lt = 1 . 67kips Rt = 1 . 67kips Hold Down Type LSDTHD8 (RJ) 2-2x 16d LSDTHD8 (RJ) 2-2x 16d ---------------------------------------------------------------------- CWA Consultants WOODCAD QLAT (Pro V4 . 0) Time : 15 : 59 : 02 File : 3119R6 Date : 06-07-2012 ------------------------------------------------------------------------- ------------------------------------------------------------------------- SIJNIMARY OF SHEAR WALL AND HOLDDOWN SELECTIONS Story 1 Line B Wall 1 Wall Height = 8 . 0 ' Wall Width = 8 . 0 ' Wall H/W =1 . 0 Seimic Force = 57 plf Adj Seismic Force = 57 plf Table 2305 . 3 .4 Win� Force = 112 plf Adj Wind Force = 80 plf Section 2306 .4 . 1 � SW #1 Allow Shear - 150 plf Top Plate Connection - 16d Toenailed @ 8" oc Shear Wall Sheathing - 7/16" OSB (1 side) - 10d box nails (0 . 128" ) 6"oc edge-12 �' oc field Bot Plate Connection - 5/8"x7" anchor bolts @ 72" oc Hold Down Force Lt = 0 .42kips Rt = 0 .42kips Hold Down Type None Req' d None Req' d --------------------------------------------- ------------------------- Story 1 Line B Wall 2 Wall Height = 8 . 0 ' Wall Width =12 . 0 ' Wall H/W =0 . 7 Seimic Force = 57 plf Adj Seismic Force = 57 plf Table 2305 . 3 .4 Wind Force = 112 plf Adj Wind Force = 80 plf Section 2306 .4 . 1 SW #1 Allow Shear - 150 plf Top Plate Connection - 16d Toenailed @ 8" oc Shear Wall Sheathing - 7/16" OSB {1 side) - lOd box nails (0 . 128" ) 6"oc edge-12" oc field Bot Plate Connection - 5/8"x7" anchor bolts @ 72 " oc Hold Down Force Lt = 0 . 18kips Rt = 0 . 18kips Hold Down Type None Req' d None Req' d ---------------------------------------------------------------------- Story 1 Line C Wall 1 Wall Height = 8 . 0 ' Wall Width = 3 . 8 ' Wall H/W =2 . 1 Seimic Force = 313 plf Adj Seismic Force = 329 plf Table 2305 . 3 .4 Wind Force = 522 plf Adj Wind Force = 373 plf Section 2306 .4 . 1 SW #4 Allow Shear - 450 plf 3x @ abutting panel edges Top Plate Connection - A35 or LPT4 @ I6" oc @ SW only Shear Wall Sheathing - 7/16" OSB (1 side) - 10d box nails (0 . 128") 3 "oc edge-12" oc field Bot Plate Connection - 5/8"x7" anchor bolts @ 16" oc Hold Down Force Lt = 5 .48kips Rt = 5 . 48kips Hold Down Type HDQ8 3-2x SB7/8x24 AB HDQ8 3-2x SB7/8x24 AB ------------------------ ----------------------- ----------------------- CWA Consultants WOODCAD QLAT (Pro V4 . 0) Time : 15 : 59 : 02 File : 3119R6 Date : 06-07-2012 SUMMARY OF SHEAR WALL AND HOLDDOWN SELECTIONS Story 1 Line C Wall 2 Wall Height = 8 . 0 ' Wall Width = 3 . 8 ' Wall H/W =2 . 1 Seimic Force = 313 plf Adj Seismic Force = 329 plf Table 2305 . 3 .4 Wind Force = 522 plf �Adj Wind Force = 373 plf Section 2306 .4 . 1 SW #4 Al1ow Shear - 450 plf 3x @ abutting panel edges Top Plate Connection - A35 or LPT4 @ 16" oc @ SW only Shear Wall Sheathing - 7/16" OSB (1 side) - 10d box nails (0 . 128" ) 3 "oc edge-12 " oc field Bot Plate Connection - 5/8"x7" anchor bolts @ 16" oc Hold Down Force Lt = 5 .48kips Rt = 5 .48kips Hold Down Type HDQ8 3-2x SB7/8x24 AB HDQ8 3-2x SB7/8x24 AB ---------------------- ------------------------------ ------------ ------ CW� Consultants WOODCAD QLAT (Pro V4 . 0) Time : 15 : 59 : 02 File: 3119R6 Date : 06-07-2012 Page : 1 of 7 SUMMARY SHEET SEISMIC DATA: ManualIBC BSF Y-Axis = 0 . 110 � BSF X-Axis = 0 . 110 Snow Factor = 0 .250 WIND DATA: ManualIBC Wincl Exposure = B Wind Speed = 85 Structure = Encl/Unencl Imp Factor = 1 . 00 Load Summary � � to Y I � to X Ht (ft) Level (K) DL Seis Wind DL Seis Wind __------- -- 2 - 23 .2 3 .4 4 .4 24 . 0 3 . 5 5 . 5 8 . 0 - Story 2 _-------- -- 1 - 27 . 0 2 . 1 3 . 6 28 . 8 2 . 3 4 . 5 9 . 5 - Story 1 ______________ -- Base Total 5 . 5 8 . 0 5 . 8 10 . 0 CWA Consultants WOODCAD QLAT (Pro V4 . 0) Time : 15 : 59 : 03 File : 3119R6 Date : 06-07-2012 Page: 2 of 7 ----------- INPUT DATA - Walls Calc Plot Wall Length Wall Lt Trib Rt Dis Dis Dis Ht Shear Holddown DL Span Width Span (ft) (ft) (ft) (ft) (ft) (ft) (Ksf) (ft) (ft? (ft) � � WALLS Parallel to Y-�is X X Y Story 2 Line 1 Wall 1 0 . 0 0 . 0 0 . 0 8 . 0 4 . 0 4 . 0 0 . 010 0 . 0 20 . 0 0 . 0 Wall 2 0 . 0 0 . 0 7 . 0 8 . 0 9 . 0 9 . 0 0 . 010 0 . 0 20 . 0 0 . 0 Wall 3 0 . 0 0 . 0 20 . 0 8 . 0 11 . 0 11 . 0 0 . 010 0 . 0 20 . 0 0 . 0 Wall 4 0 . 0 6 . 0 31 . 5 8 . 0 18 . 5 18 . 5 0 . 010 0 . 0 20 . 0 0 . 0 Line 2 Wall 1 40 . 0 40 . 0 0 . 0 8 . 0 10 . 0 10 . 0 0 . 010 0 . 0 20 . 0 0 . 0 Wall 2 40 . 0 40 . 0 13 . 0 8 . 0 14 . 0 14 . 0 0 . 010 0 . 0 20 . 0 0 . 0 Wall 3 40 . 0 40 . 0 30 . 0 8 . 0 15 . 0 15 . 0 0 . 010 0 . 0 20 . 0 Q . 0 Story 1 Line 1 Wall 1 0 . 0 0 . 0 0 . 0 8 . 0 5 . 5 5 . 0 0 . 010 0 . 0 2 . 0 0 . 0 Wall 2 0 . 0 0 . 0 9 . 0 8 . 0 5 . 0 5 . 0 0 . 010 0 . 0 2 . 0 0 . 0 Wall 3 0 . 0 0 . 0 17 . 0 8 . 0 8 . 0 8 . 0 0 . 010 0 . 0 2 . 0 0 . 0 Wall 4 0 . 0 6 . 0 36 . 0 8 . 0 6 . 0 6 . 0 0 . 010 0 . 0 2 . 0 0 . 0 Wall 5 0 . 0 6 . 0 46 . 0 8 . 0 4 . 0 4 . 0 0 . 010 0 . 0 2 . 0 0 . 0 Line 2 Wall 1 40 . 0 40 . 0 0 . 0 8 . 0 6 . 0 6 . 0 0 . 010 0 . 0 2 . 0 0 . 0 Wall 2 40 . 0 40 . 0 10 . 0 8 . 0 36 . 0 36 . 0 0 . 010 0 . 0 2 . 0 0 . 0 WALLS Parallel to X-Axis Y Y X Story 2 Line A Wall 1 0 . 0 0 . 0 0 . 0 8 . 0 5 . 0 S . 0 0 . 010 0 . 0 2 . 0 0 . 0 Wall 2 0 . 0 0 . 0 10 . 0 8 . 0 10 . 0 10 . 0 0 . 010 0 . 0 2 . 0 0 . 0 Wall 3 0 . 0 0 . 0 22 . 0 8 . 0 8 . 0 8 . 0 0 . 010 0 . 0 2 . 0 0 . 0 Wall 4 0 . 0 0 . 0 36 . 0 8 . 0 4 . 0 4 . 0 0 . 010 0 . 0 2 . 0 0 . 0 Line C Wall 1 50 . 0 50 . 0 6 . 0 8 . 0 3 . 8 3 . 8 0 . 010 0 . 0 2 . 0 0 . 0 Wall 2 50 . 0 50 . 0 14 . 7 8 . 0 3 . 8 3 . 8 0 . 010 0 . 0 2 . 0 0 . 0 Wall 3 50 . 0 46 . 0 18 . 5 8 . 0 2 . 9 2 . 9 0 . 010 0 . 0 2 . 0 0 . 0 Wall 4 50 . 0 46 . 0 26 .4 8 . 0 2 . 9 2 . 9 0 . 010 0 . 0 2 . 0 0 . 0 Story 1 Line A Wall 1 0 . 0 0 . 0 0 . 0 8 . 0 4 . 0 4 . 0 0 . 010 0 . 0 12 . 0 0 . 0 Wall 2 0 . 0 0 . 0 9 . 0 8 . 0 11 . 0 11 . 0 0 . 010 0 . 0 12 . 0 0 . 0 Wall 3 0 . 0 0 . 0 24 . 0 8 . 0 6 . 0 6 . 0 0 . 010 0 . 0 12 . 0 0 . 0 Wall 4 0 . 0 0 . 0 36 . 0 8 . 0 4 . 0 4 . 0 0 . 010 0 . 0 12 . 0 0 . 0 Line B Wall 1 23 . 0 23 . 0 17 . 0 8 . 0 8 . 0 8 . 0 0 . 010 0 . 0 12 . 0 0 . 0 Wall 2 23 . 0 23 . 0 28 . 0 8 . 0 12 . 0 Z2 . 0 0 . 010 0 . 0 12 . 0 0 . 0 CWA Consultants WOODCAD QLAT (Pro V4 . 0) Time : 15 :59 : 03 File : 3119R6 Date : 06-07-2012 Page : 3 of 7 ---------- INPUT DATA - Walls Calc Plot Wall Length Wall Lt Trib Rt Dis Dis Dis Ht Shear Holddown DL Span Width Span (ft) + (ft) (ft) (ft) (ft} (ft} (Ksf) (ft) (ft) (ft) WALLS Parallel to X-Axis Y Y X Line C Wall 1 50 . 0 50 . 0 6 . 0 8 . 0 3 . 8 3 . 8 0 . 010 0 . 0 12 . 0 0 . 0 Wall 2 50 . 0 50 . 0 14 . 8 8 . 0 3 . 8 3 . 8 0 . 010 0 . 0 12 . 0 0 . 0 CWA Consultants WOODCAD QLAT (Pro V4 . 0) Time : 15 :59 : 03 File : 3119R6 Date : 06-07-2012 Page : 4 of 7 ---------- INPUT DATA - Diaphragms Build Dead Part Live Start Cant Ext Wind Wind Dimen Load Load Loa.d Dia Dia Wall Load Uplift (ft) (Ksf) (Ksf) (Ksf) (ft) (Ksf) (klf} (ksf) LINES Parallel to Y-Axis Roof Level Lines 1 2 50 . 0 0 . 010 0 . 000 0 . 000 0 . 0 0 . 010 0 . 110 0 . 001 Level 1 Lines 1 2 50 . 0 0 . 010 0 . 000 0 . 000 0 . 0 0 . 010 0 . 090 Q . 000 LINES Parallel to X-�is Roof Level Lines A C 40 . 0 0 . 010 0 . 000 0 . 000 0 . 0 0 . 010 0 . 110 0 . 001 Level 1 Lines A B 40 . 0 0 . 010 0 . 000 0 . 000 0 . 0 0 . 010 0 . 090 0 . 000 Lines B C 40 . 0 0 . 010 0 . 000 0 . 000 0 . 0 N 0 . 010 0 . 090 0 . 000 CWA Consultants WOODCAD QLAT (Pro V4 . 0) Time : 15 :59 : 03 File : 3119R6 Date : 06-07-2012 Page : 5 of 7 ----------- OUTPUT DATA - Shear Walls and Holddown Forces Line Shear Wall Shear H Drag Force Holddowns CSeis Wind CSeis Wind --- Lt Rt Left Rght (k) (k) (klf) # (klf) ## W (K) (K) (K) (K) WALLS Parallel to Y-Axis Story 2 Redundancy Factor 1 . 00 Ln 1 1 . 7 2 . 2 Wall 1 0 . 040 0 . 052 2 . 0 0 . 0 0 . 0 -- -- Wall 2 0 . 040 0 . 052 0 . 9 0 . 0 0 . 0 -- -- Wall 3 0 . 040 0 . 052 0 . 7 0 . 2 0 . 0 -- - - Wall 4 0 . 040 0 . 052 0 . 4 0 . 0 0 . 0 -- -- Ln 2 1 . 7 2 . 2 Wall 1 0 . 043 0 . 056 0 . 8 0 . 0 0 . 0 -- -- Wall 2 0 . 043 0 . 056 0 . 6 0 . 0 0 . 0 -- -- Wall 3 0 . 043 0 . 056 0 . 5 0 . 0 0 .2 -- -- Story 1 Redundancy Factor 1 . 00 Ln 1 2 . 8 4 . 0 Wall 1 0 . 097 0 . 140 1 . 5 0 . 0 0 . 0 l . l 1 . 1 Wall 2 0 . 097 0 . 140 1 . 6 0 . 0 0 . 0 -- -- Wall 3 0 . 097 0 . 140 1 . 0 0 . 0 0 . 3 -- -- Wall 4 0 . 097 0 . 140 1 . 3 0 . 0 0 . 0 -- -- Wall 5 0 . 097 0 . 140 2 . 0 0 . 0 0 . 0 1 . 0 -- Ln 2 2 . 8 4 . 0 Wall 1 0 . 066 0 . 095 1 . 3 0 . 0 0 . 0 -- -- Wall 2 0 . 066 0 . 095 0 . 2 0 . 0 0 . 0 -- -- WALLS Parallel to X-Axis Story 2 Redundancy Factor 1 . 00 Ln A 1 . 8 2 . 7 Wall 1 0 . 065 0 . 102 1 . 6 0 . 0 0 , 0 - -- -- Wall 2 0 . 065 0 . 102 0 . 8 0 . 0 0 . 0 -- -- Wall 3 0 . 065 0 . 102 1 . 0 0 . 0 0 . 3 -- -- Wall 4 0 . 065 0 . 102 2 . 0 0 . 0 0 . 0 -- -- Ln C 1 . 8 2 . 7 Wall 1 0 . 131 0 .205 2 . 1* 0 . 4 0 . 0 1 . 5 1 . 5 Wall 2 0 . 131 0 .205 2 . 1* 0 . 3 0 . 3 1 . 5 1 . 5 Wall 3 0 . 131 0 .205 2 . 8* 0 . 3 0 . 7 1 . 5 1 . 5 Wall 4 0 . 131 0 .205 2 . 8* 0 . 4 0 . 8 1 . 5 1 . 5 Story 1 Redundancy Factor 1 . 00 Ln A 2 . 3 3 . 8 Wall 1 0 . 091 0 . 151 2 . 0 0 . 0 0 . 0 1 . 6 1 . 6 Wall 2 0 . 091 0 . 151 0 . 7 0 . 0 0 , 0 1 . 0 1 . 0 Wall 3 0 . 091 0 . 151 1 . 3 0 . 0 0 . 0 1 .4 1 .4 Wall 4 0 . 091 0 . 151 2 . 0 0 . 0 0 . 0 1 . 6 1 . 6 Ln B 1 . 1 2 . 2 Wall 1 0 . 057 0 . 112 1 . 0 1 . 0 0 . 5 -- -- Wall 2 0 . 057 0 . 112 0 . 7 0 . 7 0 . 0 -- -- Ln C 2 .4 4 . 0 CWA Consultants WOODCAD QLAT (Pro V4 . 0) Time : 15 : 59 : 03 File : 3119R6 Date : 06-07-2012 Page : 6 of 7 ` OUTPUT DATA - Shear Walls and Holddown Forces Line Shear Wall Shear H Drag Force Holddowns CSeis Wind CSeis Wind --- Lt Rt Left Rght (k) (k) (klf) # (klf) ## W (K) (K) (K) (K) WALLS Parallel to X-Axis Wall 1 0 . 313 0 . 522 2 . 1* 0 . 0 0 . 3 5 .4 5 . 4 Wall 2 0 . 313 0 . 522 2 . 1* 0 . 0 0 . 6 5 .4 5 . 4 S-Support required beneath holddown M-Manaul input of holddown # For SW Selection Adjust Seismic ##For SW Selection Adjust Value per FN a Table 2305 . 3 .3 Wind Value per 2306 . 4 . 1 , • CWA Consultants WOODCAD QLAT (Pro V4 . 0) Time : 15 : 59 : 03 File : 3119R6 Date : 06-07-2012 Page: 7 of 7 --------------------- OUTPUT DATA - Diaphragms and Chord Forces H Dia Load Seismic Shear Wind Shear Chord Force --- Seismic Wind Left Right Left Right Max at W (Kips) (Kips) (Klf) (Klf) (Klf) (Klf) (Kip) .xxL d _______________________�_ LINES Parallel to Y-Axis Roof Level Lines 1 2 0 . 8 3 . 38 4 .40 0 . 03 -0 . 03 0 . 04 -0 . 04 0 .4 . 50 Level 1 Lines 1 2 0 . 8 2 . 14 3 . 60 0 . 02 -0 . 02 0 . 04 -0 . 04 0 . 4 . 50 LINES Parallel to X-Axis Roof Level Lines A C 1 . 3 3 . 52 5 . 50 0 . 04 -0 . 04 0 . 07 -0 . 07 Q . 9 . 50 Level 1 Lines A B 0 . 6 1 . 05 2 . 07 0 . 01 -0 . 01 0 . 03 -0 . 03 0 . 1 . SO Lines B C 0 . 7 1 . 23 2 . 43 0 . 02 -0 . 02 0 . 03 -0 . 03 0 . 2 . 50