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2279 Lateral Load Analysis � � , � i CWA CONSULTANTS, P.S. � STRUCTURAL ENGINEERING � z I3UILDING CODE CQNSULTATITS € E 8675 E.Ca�away Road,Port O�t�,WA 98366 (360)871-5433 FAX: (360 871-5622 �Mail:chuck(a�aconsultairts.net � Lateral Load Analy5i5 Onfy for: � �ian 2�7� (t�' Ceif'i�g) � I Per 20091BG u5ing Qlat v 4.0 � ___ _ __ � � 5ei5mic DeSign Data (Ec�uivalent Force) - -- - � � Importance Factor 1.0 � � 55 and 5d .84, 1.60 `° f � 5ite CIa55 D � .� .. 5d1 and 5De 0.56,1.09 e � 5ei5mic DeSign Category D � "r. Force re5i5ting 5y5tem W5P 5hear WaflS � - -__ _ r_.- -- -- _ __ _— „ DeSign Baae 5hear 3.4x,3.6ky � � C5 0.110 (A5D) � � i� 6.5 (05B) � Wind Data (Simplified Method, 10 p5f min controls de5ign) � w Expoaure `B' " f. Wind 5peed 85 mph (3 5ec) Vertical LoadS ' SOSEP/{ ; Fioor Load 40 p5f ��,w�pe wns��c���� ` � � 5now Load 30 p5f ��� �Y �� V� r `s Juiy�2, 2��� G 35473 � � r ��F�U2AL1i��'G��� k S'/pNAL�I, i e `� lz �l ThiS de5ign ha5 been reviewed by me and it i5 in fuli compliance c with the 2009 International Building Code. `� � ' � � � --� ,-,..-„-,-,r,�-.� , �� I ���� v �- R .� n M �, $ . ��8� B Y- �` , � , , i I I i i r � � i ! t i `r r7 QI � � E r � Q�Q�� .N.N� � �1�P" � � ��r� � � . . _ . _-__.-___ ... C' M�IF�1�. � I�IF�1 � � HFI,'�' � T'� ��'~ � EP ��'� k � __ v�,`?o�W A Sy��c<�' £ g ri ���' �'�'Y � ,� F � v `�'� -� / �' �' W � ,, i9 A�� �! �� '� X k G � <v Q Ct] N ��'F��/RAL��GG�� rl � � _ . ___ _ SS�ONA�-�� `.. * ;; __ � r � Z i til � �� o �� h �� � . . . . . � � �� i. ,� '' � � � u . �a � �a : � s�.= �: � �a, � .� ,_, i,,,� f � caH� � � � �i ��s� � 07 : '� ��� ` . � � ��C� ' 4 ` [�� ; . f"" �Uai� � , � Ti��i � rl M E . . �'�� � 5 � ' uuu � ' • � �y ' ,y • ...... t T � q l"4T ���. � . . . . =� ' S �i � I . . . . . o lA'd+' � v ��� �+'�' � V 32V� ` y F � € 4 r S i i � i r � i CWA Consultants WOODCAD QLAT (Pro V4 . 0) € Time : 06 : 14 :22 File: 22798 � Date : 07-12-2011 � ;, _______________________ � ___________________________________________________ SUMMARY OF SHEAR WALL AND HOLDDOWN SELECTIONS � Story 2 Line 1 Wall 1 � Wall Height = 8 . 0 ' Wall Width =1? . 0 ' Wall H/W =0 . 5 r S?�mir F�-rce = ?� �.�-1€ n�j Sel��nic Forcc = 38 pif Tai�ie 2305 .3 . 4 � Wind Force = 76 plf Adj Wind Force = 54 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 a___ Bot Plate Connection - 16d nails @ 8" oc � € Hold Down Force Lt = 0 . 06kips Rt = 0 . 06kips ° � �- Hold Down Type None Req'd None Req'd ` — _- _ __ _ _� ------------------ ; -------------------------------------------- � S�ory 2 Line 1 Wall 2 Wall Height = 8 . 0 ' Wall Width =10 . 0 ' Wall H/W =0 . 8 � Seimic Force = 38 plf Adj Seismic Force = 38 plf Table 2305 . 3 .4 W i n d F o r c e = 7 6 p l f A d j W in d Force = 54 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 � a: Bot Plate Connection - 16d nails @ 8" oc " � � Hold Down Force Lt = 0 . 29kips Rt = 0 .29kips � Hold Down Type None Req'd None Req'd � �---------------------------------------------------------------- � Story 2 Line 2 Wall 1 Wall Height = 8 . 0 ' Wall Width =11 . 0 ' Wall H/W =0 . 7 � Seimic Force = 30 plf Adj Seismic Force = 30 plf Table 2305 . 3 .4 R Wind Force = 60 plf Adj Wind Force = 43 plf Section 2306 .4 . 1 t SW ##I Allow Shear - 150 plf � � Top Plate Connection - 16d Toenailed @ 8" oc F Shear Wall Sheathing - 7/16" OSB (1 side) - lOd box nails (0 . 128") 6"oc edge-12" oc field i Bot Plate Connection - 16d nails @ 8" oc � � Hold Down Force Lt = 0 . 13kips Rt = 0 . 13kips k Hold Down Type None Req'd None Req'd � � s S G e r 6 i r i � F E � , � , i i I i i CWA Consultants WOODCAD QLAT (Pro V4 . 0) k Time : 06 : 14 :22 File : 22798 j Date : 07-12-2011 c _________________________________________________________________________ �p SUMMARY OF SHEAR W�LL AND HOLDDOWN SELECTIONS i t � Story 2 Line 2 Wall 2 ; Wall Height = 8 . 0 ' Wall Width =23 . 0 ' Wall H/W =0 . 3 � �e�<«ic Fcr�:2 = 30 �lf Au-j Seismic F�rce = .�0 pif Table 23u5 . 3 .4 ° , Wind Force = 60 plf Adj Wind Force = 43 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 . 25kips Rt =-0 . 25kips � Hold Down Type None Req' d None Req'd � ___ __ ;. ---------------------------------------------------------------------- � Story 1 Line 1 Wall 1 F Wall Height = 8 . 0 ' Wall Width = 4 . 0 " Wall H/W =2 . 0 � Seimic Force = 57 plf Adj Seismic Force = 57 plf Table 2305 .3 . 4 � Wind Force = 121 plf Adj Wind Force = 86 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") r 6"oc edge-12" oc field F Bot Plate Connection - 5/8"x7" anchor bolts @ 72" oc � � Hold Down Force Lt = 0 . 61kips Rt = 0 . 74kips ` Hold Down Type None Req'd None Req'd {' N D r. ---------------------------------------------------------------------- E Story 1 Line 1 Wall 2 C ! Wall Height = 8 . 0 ' Wall Width = 4 . 0 ' Wall H/W =2 . 0 � I Seimic Force = 57 plf Adj Seismic Force = 57 plf Table 2305 .3 . 4 � I Wind Force = 121 plf Adj Wind Force = 86 plf Section 2306 .4 . 1 �, � p SW #1 Allow Shear - 150 plf � Top Plate Connection - 16d Toenailed @ 8" oc � Shear Wall Sheathin - 7 16" OSB 1 side - �� � / ( lOd box na ' 9 ) ils (0 . 128 ) F �' 6"oc edge-12" oc field r II Bot Plate Connection - 5/8°x7" anchor bolts @ 72" oc " U M Hold Down Force Lt = 0 . 83kips Rt = 0 . 83kips � Hold Down Type None Req'd None Re ' d � q � ---------------------------------------------------------------------- � � � II k � y 'I 4 � 4 6 6 I 5 . . , ; ; � � tt k t CWA Consultants WOODCAD � QLAT (Pro V4 . 0) Time : 06 : 14 :22 File : 22798 � Date : 07-12-2011 C E _________________________________________________________________________ --------------- SUMMARY OF SHEAR WALL AND HOLDDOWN SELECTIONS p Story 1 Line 1 Wall 3 � Wa11 Height = 8 . 0 ' Wall Width =22 . 0 ' Wall H/W =0 .4 � �P"'1'� FO-�-- �� ��f '��'-j S2�sr�«c rorce = 5'7 pii 1`able 2305 . 3 .4 � _- -- rra = Wind Force = 121 plf Adj Wind Force = 86 plf Section 2306 .4 . 1 � SW #1 Al1ow Shear - 150 plf � Top Plate Connection - 16d Toenailed @ 8" oc ------- - s Shear Wall Sheathing - 7/16" OSB (1 side) - lOd box nails (0 . 128") ` r 6"oc edge-l2!' -o-c--f ield � Bot Plate Connection - 5/8"x7" anchor bolts @ 72" oc � k Hold Down Force Lt = 0 . 36kips Rt = 0 . 53kips H Hold Down Type None Req'd None Req'd � ____ _ � E ---------------------------------------------------------------------- � Story 1 Line 1 Wall 1 � Wall Height = 8 . 0 ' Wall Width =12 . 0 ' Wall H/W =0 . 7 � Seimic Force = 42 plf Adj Seismic Force = 42 plf Table 2305 . 3 . 4 � Wind Force = 91 plf Adj Wind Force = 65 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 .47kips Rt = 0 . 42kips f Hold Down Type None Req'd None Req'd � � r-------------------------------------- _'_'___'_'_____'''_ '_'_'___''___ 4 Story 1 Line 2 Wall 2 Wall Height = 8 . 0 ' Wall Width =28 . 0 ' Wall H/W =0 . 3 � Seimic Force = 42 plf Adj Seismic Force = 42 plf Table 2305 . 3 .4 � Wind Force = 91 plf Adj Wind Force = 65 plf Section 2306 .4 . 1 ' � 'a 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 ") k 6"oc edge-12 " oc field � Bot Plate Connection - 5/8"x7" anchor bolts @ 72" oc ; s Hold Down Force Lt =-0.42kips Rt =-0 .47kips � Hold Down Type None Req'd None Req'd t � ---------------------------------------------------------------------- F G z � t � r F t a � � � � � ' i � � CWA Consultants WOODCAD QLAT (Pro V4 . 0) ` Time : 06 : 14 :22 File : 22798 � Date : 07-12-2011 I _________________________________________________ � _________________________ SUMMA.RY OF SHEAR WALL AND HOLDDOWN SELECTIONS Story 2 Line A Wall 1 Wall Height = 8 . 0 ' Wall Width = 6 . 0 ' Wall H/W =1 . 3 c°;•,,; ^ �'��'�e = �4 F1€ h�j SEiSmic rorce = 54 gif �T�ai�ie 2305 . 3 . 4 € Wind1Force = 110 plf Adj Wind Force = 79 plf Section 2306.4 . 1 � SW #1 Allow Shear - 150 plf � Top Plat�s�nnection - 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 - 16d nails @ 8" oc � Hold Down Force Lt = 0 . 54kips Rt = 0 . 54kips � Hold Down Type None Req'd None Req'd � w _ _ ___ _ �, ----------------------------- ----------------------------—----------- � Story 2 Line A Wall 2 � Wall Height = 8 . 0 ' Wall Width = 4 . 0 ' Wall H/W =2 . 0 � Seimic Force = 54 plf Adj Seismic Force = 54 plf Table 2305 . 3 .4 ' Wind Force = 110 plf Adj Wind Force = 79 plf Section 2306 .4 . 1 � _--- ____ _ _ � SW ##1 Allow Shear - 150 plf � Top Plate Connection - 16d Toenailed @ 8" oc n 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 . 65kips Rt = 0 . 65kips Hold Down Type None Req'd None Req'd r € ---------------------------------------------------------------------- t Story 2 Line A Wall 3 � Wall Height = 8 . 0 ' Wall Width = 5 . 0 ' Wall H/W =1 . 6 e Seimic Force = 54 plf Adj Seismic Force = 54 plf Table 2305 . 3 .4 ; Wind Force = 110 plf Adj Wincl Force = 79 plf Section 2306 .4 . 1 � � SW #1 Allow Shear - 150 plf � Top Plate Connection - 16d Toenailed @ 8" oc Shear Wa11 Sheathing - 7/16" OSB (1 side) - 10d box nails (0 . 128" ) � 6"oc edge-12" oc field � Bot Plate Connection - 16d nails @ 8" oc � Hold Down Force Lt = 0 . 59kips Rt = 0 . 59kips � Hold Down Type None Req'd None Req'd ---------------------------------------------------------------------- � � � � , � � � F 1 � k F CWA Consultants WOODCAD QLAT (Pro V4 . 0) Time : 06 : 14 :22 File: 22798 Date : 07-12-2011 ______________________________________________________ SUMMARY OF SHEAR WALL AND HOLDDOWN SELECTIONS Story 2 Line A Wall 4 Wall Height = 8 . 0 ' Wall Width = 5 . 0 ' Wall H/W =1 . 6 �ei^i�e F��ee = 5� p-i�' ��� ��ismic rorce = 54 plf ��bie 23D5.3 . � Wind Force = 110 plf Adj Wind Force = 79 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 szde) - 10d box nails (0 . 128") ' —____.____ -_.6"oc edge-12" oc field , Bot Plate Connection - 16d nails @ 8" oc !� i Hold Down Force Lt = 0 . 59kips Rt = 0 . 59kips � Hold Down Type None Req'd None Req' d ' ---------------------------------------------- -------------- ' ---------- i Story 2 Line C Wall 1 i Wall Height = 8 . 0 ' Wall Width = 3 . 4 ' Wall H/W =2 . 4 Seimic Force = 85 plf Adj Seismic Force = 100 plf Table 2305 . 3 . 4 I Wind Force = 172 plf Adj Wind Force = 123 plf Section 2306 . 4 . 1 � _ __ __ . __ _ � SW #1 Allow Shear - 150 plf i Top Plate Connection - 16d Toenailed @ 8" oc � Shear Wall Sheathing - 7/16" OSB (1 side) - lOd box nails (O . I28" ) ' 6"oc edge-12" oc field Bot Plate Connection - 16d nails @ 8" oc i I Hold Down Force Lt = 1 .27kips Rt = 1 . 27kips � Hold Down Type CS18x42 1-2x 18-lOd CS18x42 1-2x 18-lOd � ---------------------------------------------------------------------- � Story 2 Line C Wall 2 ; Wall Height = 8 . 0 ' Wall Width = 6 . 0 ' Wall H/W =1 . 3 i Seimic Force = 85 plf Adj Seismic Force = 85 plf Table 2305 . 3 .4 Wind Force = 172 plf Adj Wind Force = 123 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" ) f 6"oc edge-12" oc field I Bot Plate Connection - 16d nails @ 8" oc � Hold Down Force Lt = 1 . 18kips Rt = 1 . 18kips t Hold Down Type CS18x42 1-2x 18-10d CS18x42 1-2x 18-lOd � � ------------------------------------------------- � -------- E � r c 9 6 C � � � i 3 fi 6 d i i CWA Consultants WOODCAD QLAT (Pro V4 . 0) Time : 06 : 14 :23 File : 22798 Date : 07-12-2011 � -------------------------------------------- i SUMMARY OF SHEAR WALL AND HOLDDOWN SELECTIONS ; Story 2 Line C Wall 3 1 Wall Height = 8 . 0 ' Wall Width = 3 .4 ' Wall H/W =2 . 4 S�i-mi-� ��rce = 85 �3� A�j Seisr�«c �orce = i�u plf Tab1e 23D5. 3 .4 ! Wind Force = 172 plf Adj Wind Force = 123 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") f 6"oc edge-12" oc field t Bot Plate Connection - 16d nails @ 8" oc � Hold Down Force Lt = 1 . 27kips Rt = 1 .27kips � Hold Down Type CS18x42 1-2x 18-lOd CS18x42 1-2x 18-lOd � r _ - .__ _ { 4' �. ---------------�------------------------ r ------------------ --------�----- Story 1 Line A Wall 1 f Wall Height = 8 . 0 ' Wall Width = 8 . 0 ' Wall H/W =1 . 0 � Seimic Force = 66 plf Adj Seismic Force = 66 plf Table 2305 . 3 .4 " i Wind Force = 146 plf Adj Wind Force = 105 plf Section 2306 .4 . 1 � ; _ __ _------__ ---�- - ; SW ##1 Allow Shear - 150 plf � Top Plate Connection - 16d Toenailed @ 8" oc 4 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 � � f (i Hold Down Force Lt = 1 . 38kips Rt = 1 .25kips r Hold Down Type LSDTHD8 (RJ) 2-2x 16d LSDTHD8 (RJ) 2-2x 16d F t ------------------------ ' � ------------------------------------- € Story 1 Lir�e A Wall 2 ' Wall Height = 8 . 0 ' Wall Width = 4 . 0 ' Wall H/W =2 . 0 ` Seimic Force = 66 plf Adj Seismic Force = 66 plf Table 2305 . 3 .4 � Wind Force = 146 plf Adj Wind Force = 105 plf Section 2306 . 4 . 1 � Fp N 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 . Olkips Rt = l . Olkips � Hold Down Type LSDTHD8 (RJ) 2-2x 16d LSDTHD8 (RJ) 2-2x 16d � � ---------------------------------------------------------------------- � # i # i k k 4 � � CWA Consultants WOODCAD QLAT (Pro V4 . 0) Time : 06 : 14 :23 File : 22798 Date : 07-12-2011 -------------------------------------- SUMMARY OF SHEAR WALL AND HOLDDOWN SELECTIONS Story 1 Line A Wall 3 Wall Height = 8 . 0 ' Wall width`f = 6 . 0 ' Wall H/W =1 . 3 Sei��� Fo�e� _ " �lf ��-j �ei�mic r^orce = 65 �iY 1'able 2305 .3 . 4 Wind Force = 146 plf Adj Wind Force = 105 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 i i Hold Down Force Lt = 1 . 91kips Rt = 1 . 04kips ; Hold Down Type LSDTHD8 (RJ) 2-2x 16d LSDTHD8 (RJ) 2-2x 16d ! _ __ _ I i ------------------------- i --------------------------------------------- � Story 1 Line A Wa11 4 , Wall Height = S . 0 ' G1a11 Width = 4 . 0 ' Wall H/W =2 . 0 j Seimic Force = 66 plf Adj Seismic Force = 66 plf Table 2305 . 3 .4 � Wind Force = 146 plf Adj Wind Force = 105 plf Section 2306 .4 . 1 __- - -- ' SW #1 Allow Shear - 150 plf i Top Plate Connection - 16d Toenailed @ 8" oc j 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 i Hold Down Force Lt = 1 . Olkips Rt = 1 . Olkips ; Hold Down Type LSDTHD8 {RJ) 2-2x 16d LSDTHD8 (RJ) 2-2x 16d � [ ---------------------------------------------------------------------- ' Story 1 Line B Wall 1 � Wall Height = 8 . 0 ' Wall Width =22 . 0 ' Wall H/W =0 . 4 j Seimic Force = 33 plf Adj Seismic Force = 33 plf Table 2305 . 3 .4 � Wind Force = 93 plf Adj Wind Force = 66 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 p R Hold Down Force Lt =-0 .63kips Rt =-0 . 63kips � Hold Down Type None Req'd None Req'd � ---------------------------------------------------- - � ----------------- � � S E 9 a A i i d € i ` . � E � f i � CWA Consultants WOODCAD QLAT (Pro V4 . 0) F Time : 06 : 14 :23 File : 22798 E Date : 07-12-2011 � SUMMARY OF SHEAR WALL AND HOLDDOWN SELECTIONS � Story 1 Line C Wall 1 � Wall Height = 9 . 0 ' Wall Width = 2 . 7 ' Wall H/W =3 . 3 � SE3��c F�r�� = L68 �lf ��j SEismic r�rc� = ��i pif Ta�i� �3�� .3 .4 � Wind Force = 597 plf Adj Wind Force = 426 plf Section 2306 .4 . 1 � SW #4 Allow Shear 450 plf 3x @ abutting panel edges g Top Plate Connection - A35 or LPT4 @ 16" oc @ SW only---- � Shear Wall Sheathing - 7/16" OSB (1 side} - lOd box nails (0 . 128" ) � 3 "oc edge=12 '!_ oc field � Bot Plate Connection - 5/8"x7" anchor bolts @ 16" oc k � 6 Hold Down Force Lt = 6 . 50kips Rt = 6 . 50kips 3 Hold Down Type HDQ8 3-2x SSTB28 AB HDQ8 3-2x SSTB28 AB � ---- _ � r. ---------------------------------------------------------------------- s Story 1 Line C Wall 2 �k Wall Height = 9 . 0 ' Wall Width = 2 . 7 ' Wall H/W =3 . 3 k Seimic Force = 268 plf Adj Seismic Force = 447 plf Table 2305 .3 .4 " Wind Force = 597 plf Adj Wind Force = 426 plf Section 2306 .4 . 1 � � P 9 P g __- _ . __ _ � -- -- _ __ _ _ SW #4 Allow Shear - 450 lf 3x @ abuttin anel ed es � Top Plate Connection - A35 or LPT4 @ 16" oc @ SW only b Shear Wall Sheathing - 7/16" OSB (1 side) - lOd box nails (0 . 128") � 3 "oc edge-12" oc field t Bot Plate Connection - 5/8"x7" anchor bolts @ 16" oc s � Hold Down Force Lt = 6 . 50kips Rt = 6 . 50kips � Hold Down Type HDQ8 3-2x SSTB28 AB HDQ8 3-2x SSTB28 AB � f , -------------------------------------------- � � � � G k C � F ! � � k � � 6 e � � r� � � a € a � ( i CWA Consultants WOODCAD QLAT (Pro V4 . 0) Time : 06 : 14 :23 File : 22798 Date : 07-12-2011 Page : 1 of 5 SUMMARY SHEET SEISMIC DATA: ManualIBC BSF Y-�is = 0 . 110 BSF X-�is = 0 . 110 Snow Factor = 0 .250 WIND DATA: ManualIBC Wind Exposure = B Wind Speed = 85 Structure = Encl/Unencl Imp Factor = 1 . 00 Load Summary � � to Y � � to X Ht (ft) Level (K) DL Seis Wind DL Seis Wind I'� ----- 2 - 14 . 1 2 . 1 4 . 1 14 . 8 2 . 2 4 . 4 �� 8 . 0 - Story 2 � --- ----- -- __1_ - 16 . 7 1 .3 _ 3 .2 18 . 1 1 .4 4 . 1 ( _- ----- -___ __ 9 5 - Story 1 I ______________ -- Base Total 3 .4 7 . 2 3 . 6 8 . 5 � � f I � F F I! 1 �: � t 'r � 4 � 3 P 5 � E i t � �p I E F E �4 fik t � f � 1 i � � r t E CWA Consultants WOODCAD QLAT (Pro V4 . 0) Time : 06 : 14 :23 File : 22798 Date : 07-12-2011 Page: 2 of 5 ________________________________________ INPUT DATA - Walls Calc Plot Wall Length Wall Lt Trib Rt Dis Dis Dis Ht Shear Holddown DL Span Width Span (€t� ifti (€ti {�t) iit} (i�i i���) iizi i��) (��> ________________________________________________ WALLS Parallel to Y-Axis X X Y ' Story 2 _ _- _ ; Line 1 j' Wall 1 0 . 0 0 . 0 1 .5 8 . 0 ___17 . 0 ____17 . 0 0 . 008 0 . 0 6 . 0 0 . 0 � Wall 2 0 . 0 0 . 0 25 . 0 8 . 0 10 . 0 10 . 0 0 . 008 0 . 0 6 . 0 0 . 0 � Line 2 � Wall 1 34 . Q 34 . 0 0 . 0 8 . 0 11 . 0 11 . 0 0 . 008 0 . 0 6 . 0 0 . 0 � Wa11 2 34 . 0 34 . 0 21 . 0 8 . 0 23 . 0 23 . 0 0 . 008 0 . 0 6 . 0 0 . 0 ; Story 1 _ _ _ _ � Line 1 � Wall 1 0 . 0 0 . 0 1 . 5 8 . 0 4 . 0 4 . 0 0 . 008 20 . 0 6 . 0 6 . 0 r Wall 2 0 . 0 0 . 0 7 . 0 8 . 0 4 . 0 4 . 0 0 . 008 0 . 0 6 . 0 0 . 0 � Wall 3 0 . 0 0 . 0 13 . 0 8 . 0 22 . 0 22 . 0 0 . 008 0 . 0 6 . 0 0 . 0 � Line 1 � Wall 1 34 . 0 34 . 0 1 .5 8 . 0 _ _12_.Q__ 12 . 0 0_ 008 0 . 0 6. 0 0 .-0- � Wall 2 34 . 0 34 . 0 16 . 0 8 . 0 28 . 0 28 . 0 0 . 008 0 . 0 6 . 0 0 . 0 � � � �; WALLS Parallel to X-Axis � Y Y X � Story 2 � Line A � Wall 1 0 . 0 1 . 5 0 . 0 8 . 0 6 . 0 6 . 0 0 . 008 0 . 0 18 . 0 0 . 0 � Wall 2 0 . 0 1 . 5 16 . 0 8 . 0 4 . 0 4 . 0 0 . 008 0 . 0 18 . 0 0 . 0 � Wall 3 0 . 0 0 . 0 21 . 0 8 . 0 5 . 0 5 . 0 0 . 008 0 . 0 18 . 0 0 . 0 � Wall 4 0 . 0 0 . 0 29 . Q 8 . 0 5 . 0 5 . 0 0 . 008 0 . 0 18 . 0 0 . 0 � Line C 4 Wall 1 44 . 0 44 . 0 12 . 0 8 . 0 3 .4 3 .4 0 . 008 0 . 0 6 . 0 0 . 0 � Wall 2 44 . 0 44 . 0 20 . 0 8 . 0 6 . 0 6 . 0 0 . 008 0 . 0 6. 0 0 . 0 � Wall 3 44 . 0 44 . 0 30 . 6 8 . 0 3 .4 3 .4 0 . 008 0 . 0 6 . 0 0 . 0 � Story 1 � Line A � Wall 1 0 . 0 1 . 5 0 . 0 8 . 0 8 . 0 8 . 0 0 . 008 0 . 0 9 . 0 0 . 0 ° Wall 2 0 . 0 1 . 5 11 . 0 8 . 0 4 . 0 4 . 0 0 . 008 0 . 0 9. 0 0 . 0 � Wall 3 0 . 0 1 . 5 19. 0 8 . 0 6 . 0 6 . 0 0 . 008 0 . 0 9 . 0 0 . 0 Wall 4 0 . 0 1 . 5 30 . 0 8 . 0 4 . 0 4 . 0 0 . 008 0 . 0 9 . 0 0 . 0 � Line B i Wall 1 22 . 0 22 . 0 12 . 0 8 . 0 22 . 0 22 . 0 0 . 008 0 . 0 18 . 0 0 . 0 k s Line C � Wall 1 44 . 0 44 . 0 12 . 0 9 . 0 2 . 7 2 . 7 0 . 008 0 . 0 12 . 0 0 . 0 ; Wall 2 44 . 0 44 . 0 31 . 3 9 . 0 2 . 7 2 . 7 0 . 008 0 . 0 12 . 0 0 . 0 � € � � � y j Y k � } s �' € � i I CwA Consultants � WOODCAD QLAT (Pro V4 . 0) i Time : 06 : 14 :23 File : 22798 � Date : 07-12-2011 Page: 3 of 5 6 _________________________________________________________________________ 5 INPUT DATA - Diaphragms � � ! Build Dead Part Live Start Cant Ext Wind Wind � Dimen Load Load Load Dia Dia Wall Load Uplift � -- (ft} _ (K5€) iKsi) (Ksf) f ft j (Ks�j (kI�) (ksf� e ______________________________________ _ � ____________________________________ LINES Parallel to Y-P�is � �_ Roo f Leve 1 ____ s Lines 1 2 44 . 0 0 . 008 0 . 000 0 . 000 0 . 0 0 . 008 0 . 120 0 . 001 � Level 1 � Lines 1 1 44 . 0 0 . 008 0 . 000 0 . 000 0 . 0 0 . 008 0 . 093 0 . 000 ' k t ' "r LINES Parallel to X-Axis � �' f! _ Roof Level - _ __ � Lines A C 34 . 0 0 . 008 0 . 000 O . 00Q 0 . 0 0 . 008 0 . 100 0 . 001 � Level 1 � Lines A B 34 . 0 0 . 008 0 . 000 0 . 000 0 . 0 0 . 008 0 . 093 0 . 000 w Lines B C 34 . 0 0 . 008 0 . 000 0 . 000 0 . 0 N 0 . 008 0 . 093 0 . 000 � � � , — —____ _ ____ _ __ _ ___ __ _ _—__ _ _ __�_ � � „ � r; $ � � � � � � � � {; � � � � � R I; 5 � e � C � � G i; � � � f � a � d € Y � � M1 � S F i ' r F CWA Consultants WOODCAD QLAT (Pro V4 . 0) Time : 06 : 14 :23 File : 22798 Date : 07-12-2011 Page : 4 of 5 ------------------------------------------------------------------------- ------------------------------------------------------------------------- OUTPUT DATA - Shear Walls and Holddown Forces Line Shear Wall Shear H Drag Force Holddowns CSeis Wind CSeis Wind --- Lt Rt Left Rght �,_� „ ,_ .c� „ , r� , , �fC� �� �r�lil t'� 1r�ll/ �# � lkJ tnl �n) lk) ------------------------------------------------------------------------- ------------------------------------------------------------------------- WALLS Parallel to Y-Axis Story 2 Redundancy Factor 1 .-00 - Ln 1 1 . 0 2 . 0 Wall 1 0 . 038 0 . 076 0 . 5 0 . 0 0 .4 -- -- -- _ Wall 2 0 . 038 0 . 076 0 . 8 0 . 0 0 .4 -- -- Ln 2 1 . 0 2 . 0 Wall 1 0 . 030 0 . 060 0 . 7 0 . 0 0 . 0 -- -- Wall 2 0 . 030 0 . 060 0 . 3 0 . 3 0 . 0 -- -- Story 1 Redundancy Factor 1_ 00 Ln 1 1 . 7 3 . 6 Wall 1 0 . 057 0 . 121 2 . 0 0 . 0 0 . 0 -- -- Wall 2 0 . 057 0 . 121 2 . 0 0 . 0 0 . 0 -- -- Wall 3 0 . 057 0 . 121 0 .4 0 . 0 0 . 3 -- -- Ln 1 1 . 7 3 . 6 Wall 1 0 . 042 0 .091___ 0 . 7 0 . 0 0 . 0 -- -- Wall 2 0 . 042 0 . 091 0 . 3 0 . 0 0 . 0 -- -- WALLS Parallel to X-�is Story 2 Redundancy Factor 1 . 00 Ln A 1 . 1 2 . 2 Wall 1 0 . 054 0 . 110 1 . 3 0 . 0 0 . 3 -- -- Wall 2 0 . 054 0 . 110 2 . 0 0 . 4 0 . 0 -- -- Wall 3 0 . 054 0 . 110 1 . 6 0 . 3 0 . 0 -- -- Wall 4 0 . 054 0 . 110 1 . 6 0 .2 0 . 0 -- -- Ln C 1 . 1 2 . 2 Wall I 0 . 085 0 . 172 2 .4* 0 . 8 0 .4 1 .2 1 .2 Wall 2 0 . 085 0 . 172 1 . 3 0 . 7 0 . 0 l . l l . l Wall 3 0 . 085 0 . 172 2 .4* 0 .4 0 . 0 1 .2 1 .2 Story 1 Redundancy Factor 1 . 00 Ln A 1.4 3 .2 Wall 1 0 . 066 0 . 146 1 . 0 0 . 0 0 . 0 1 . 3 1 .2 Wall 2 0 . 066 0 . 146 2 . 0 0 . 0 0 . 0 1 . 0 1 . 0 Wall 3 0 . 066 0 . 146 1 .3 0 . 0 0 . 0 1 . 9 1 . 0 Wall 4 0 . 066 0 . 146 2 . 0 0 . 0 0 . 0 1 . 0 1 . 0 Ln B 0 . 7 2 . 0 Wall 1 0 . 033 0 . 093 0 .4 0 . 7 0 . 0 -- -- Ln C 1 .4 3 . 2 Wall 1 0 . 268 0 . 597 3 . 3* 0 .4 0 . 0 6 . 5 6 . 5 Wall 2 0 .268 0 . 597 3 . 3* 0 .4 0 . 0 6 . 5 6 . 5 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 Va1ue per 2306 .4 . 1 , CWA Consultants WOODCAD QLAT (Pro V4 . 0) Time : 06 : 14 :23 File : 22798 Date : 07-12-2011 Page : 5 of 5 ------------------------------------------------------------------------- ---------------------------------------------------------------------- OUTPUT DATA - Diaphragms and Chord Forces H Dia Load Seismic Shear Wind Shear Chord Force --- Seismic Wind Left Right Left Right Max at vv r ' \ /r_; \ i �'\ / » r v� r� i � r� ir>_ � (���,si ������ �Kl�� ��Li F`li� �Kli� �r`ip� .�L� ------------------------------------------------------------------------- ------------------------------------------------------------------------- LINES Parallel to Y-Axis Roof Level - -- -- - - Lines 1 2 0 . 8 2 . 07 4 . 08 0 . 02 -0 . 02 0 . 05 -0 . 05 0 . 4 . 50 Level 1 Lines 1 1 0 . 8 1 . 33 3 . 16 0 . 02 -0 . 02 0 . 04 -0 . 04 0 . 3 . 50 LINES Parallel to X-T�is Roof Level _ _ _ _ _ Lines A C 1 . 3 2 . 17 4 .40 0 . 03 -0 . 03 0 . 06 -0 . 06 0 . 7 . 50 Level 1 Lines A B 0 . 6 0 . 72 2 . 05 0 . 01 -0 . 01 0 . 03 -0 . 03 0 . 2 . 50 Lines B C 0 . 6 0 . 72 2 . 05 0 . 01 -0 . 01 0 . 03 -0 . 03 0 . 2 . 50 _ __ __ __