Loading...
HomeMy WebLinkAbout2556 R5 Lateral Load 8' and 9' Ceiling cw�cc��rsuz,�r.�r�t���s. r�.s. STRi�C;TFIRAI.ENGI�v'EEE�INCt �B[JILDti*!G f'ODE(.:t�NSC:!_T'ANTS � 8675 G.Catasvay Rc�acl,Pott CJrcl}zuzi, li�'AT)8i6ti (36U)87t-�43; F�1X: i3b(})x i 1-Jb��lu;V11iL c}auct���i;c��acon,ult�u�ts.«et Late:,a1 L�ad An�ly5i5 �nCy For: �'lan 255� I�5 (8' and 9' �ei(�ng� per 2DJ9 /L�C u5ing Qta t v 4.D 5ei5mic De�ign Da�a (E�uivaler,t Force) :rr:�ort�rce, ,, ;ar,*rr 1.0 :�>�and ���� �4, 1.60 ,�:te C;[��-� � 5<a" �,ncl :�C'- C7.5r�, ,.0� �ei�arnic C-e�i%an;atego�y D t-nr:,e re��i�`irr� 5y�t�;+�� 4U;a�' .�-�hnar 41��II�� I.lPS{(Jr1 �Jd.'V Jh°a'! ��i'.L3�C, �-.��:f v� 0.11� {�,SD) �; 6.5 (���j Wind pata (;�impli�ied Method, 10 p�f min control5 de�ign} �x�?or u;�e `f3' 'v"sIYIG! GJ3?�°:� 8�7 tYl;��i ��5�r;� Vertieal Laad� `la,,r• �p�c� �:C;' ��f �w�,��'�,����� � § ��'ft �' G, r , ��� �5���t�`�..,�f�`�. r�o4t Load �D p5f r �,,� Lv ; c,� -�' ��, � j.�;, �, ��f-,uary 20, 201,� �, � �, ti ��� r: �� � �� , .k ,,:� �. r� .,d'�F� ��`�r c 1��r�/�,�` ��;;'�,�1� i ��.,- ,t� y�,+ �.<,�1 C)`� ��,-"`� �. + , �� ThiS de�i�n ha5 been revievved by me and it i5 in �full �am�(i�n ., wit�� the 2009 (ntern�tional �uilding Code. �r�����."�c'y���� �CEIqTED T. _ ��'�2 �?�%3. _ MAR � 1 21�13 �_..�.o..__.__���.-__�_._�. _ BY: __ _ n � � � ��� ��� ����� �� ��� � �� � ��� � �d � F.+Hi� (� NN � wN� � ��� � ��`M � � l�,1 I.JL.,I Aa � � � � � � � '� � � � � � � � � '� '� Q � r� ( �; � � rri �� �� �Q {7t'C� � v� �dZ � S� �Q� a s ,{,y.e.y � UH� �j�t�i w .-i '~ � � � '�' � � `�?�'}'° � ��� � �r �°' � � ��� , � �- i ; � � . -. • � i �� r 3i�+t�. ...�t �` �r' �.' '�"/.'' ' R �-�� � = t� .-a �. � �` �„ �� ,- „ " �1 U1 ��p� 'a'�,`. ���� c .� ' " tti��*�, f'��'q'(-� l�m�..�� J a 4f '�f.��. t 'F#�/,� �"-'�� , � .-t �l':i•'1 4 �.. � ��� .� L�L.tL� i ' � '����..� "*��� . aa��c . �+-, � .-� ,�,i'� • i��s�. . . ��s . . . . . . . _ 3,'�. `� �� � ��� �7 ��� h-. ��� �Q� �'�' � � �_{� n � � � ��� ��� ����� �� G�G�� � �� !t7 t4�i� � � � �".�.�5 � �� N �+r•i� � �r S�S t�7 U't�•� ri � � u��d � £ I � � � � � I 4 Q! � � t� � � � � � C�] r! ( � � � ...� �� �3' �0 Ga'� � �� �Z S� �4� � �*•�° _ t�F+t"� ,� -� .-, �� �I . �_, ,-, �• ?��!� r, +�t+} �, . . �5�� . . . 'Ci+}r � �U�4� , � +-! � 3 r� ' t�0 *' .-, ' : Ut�ft '-, � �{.1;�'�e �1 � ri�� � ^, � �.��� u� � . �-, ir; C`°UaC�I �7 ' ' uuu --� • � :,.�.. �, � . . � �r� � f,=,t . r' . . . . . . . . . � .�r.u. �� �� 'GZ �� ��'}� ' � !"�"i tf1 °°i�J ..` {ij L'? ��f_ �� 1F �^� � 1� �T'.�' �� �'+'gy �^� ��-�'� '`Fy�� � �5.�. � �� � : e T' ,-. �1 "� `A:� � 'x' . � �` ;'.. � ` �F., '� ,Y t �a :�".". ������ ...___.. .... ___ . . CWA Consultants ��tC?O�CAD QLAT {p�-o V4 . 0} Time : 13 :29 .54 Fi1e: 255659 Da�e : a2-20-2013 SUMMAR�' OF SHEAR WALL AND HOL,DD�WN SET�,ECT�ONS Story 2 Line 1 Wall 1 Wall xeight = � . a � v�all width = 5 . 0 ° �Tal1 x/w =� . � Se?mic Force = 3� plf ��j Seismic Force = 34 plf Table 2305 _3 . 4 T�1ind Force - 53 plf Adj W�nd Fox�ce - 38 plf Secti.on 2306_4 . 1 SW #1 Allava Shear - 150 �lf Top Plate Connectian - 16d Toenailed @ 8" oc Shear Wal� Sheathing - 7J15" OSB (I s�de) - 10d box nails (Q . 128"} 6"oc edge-12" oc rield Bo� Plate Connection - ?6d nails @ 10" oc Hold Dovan Fo�ce Lt = 0 . 31kips Rt = Q . 3lkips Hold Dcwn Type Nc�ne Req'd None Req'd Story 2. Line 1 Wall 2 Wall Heigh� = 8 . 0 ` Wall "vlidth =14 . 0 ' Wall H/W =0 . � Seimic Force = 34 plf F�dj Seismic Force = 34 plf Table 2305 . 3 .4 Wind Force = 53 pIf Adj Wind �'orce = 38 plf Section 2306 .4 . 1 SW #1 Allow Shear - 150 plf Top Plate Connection - i6d Toenailed � 8" ac Shear C�7all Sheathing - 7/1.6" OSB (1 side) - lOd bax nails (0 . 128") 6'�OC edge-12" oc field Bot Plate Connection - lbd nails G' 10" oc Hold Down Force Lt = O . lOkips Rt = O . lOkips Hold Down Type Nonv Req'd None Req'd Story 2 Line 1 Wall 3 Wall Heigh� = 8 . 0 ' �r7all Width =15 . 0 ' Wall H/W =0 _5 Sei_mic Force = 34 plf Adj Seismic Force = 34 plf Table 2305 .3 .4 taind Force = 53 �lf P��j t�Tind Force = 3f3 plf Sectien ?305 .�� , l SW #1 T�llow Shear - 150 plf Top Plate Connection - 16cz Toenailed @ 8" oc Shear Wall Sheathing - 71'1i�" OSB (1 side) - 10d box r�ails (0 . 128") 6"oc edge-12" oc Tield Bot F1ate Connection - 1Gd nails @ 10" ac Hold Down Force Lt - Q . 07kips Rt = 0 . 07k�_ps Hold Down Type Non�= Req'd None Req'd CWA Consultan�s WOODCAD QLAT (Pro V4 . 0) Time : 13 :29 : 54 File : 255659 Date : 02-20-2013 ------------------------- SUMMARY QF SHEAR WALL �ND I-30LDbQWN SELECTIONS Story 2 Line 2 Wal1 1 Wall Height = 8 . Q ' Wall Width =13 . 0 ' Wall H/W =fl . 6 Seimic Force = 22 plf �3.dj Se?smi.c Force = 22 plf Table 2305 .3 . 4 Wind Farce = 35 plf �.dj Wind Force = 25 plf Section 2306 .4 . 1 SW #1 Allow Shear - 15Q plf Top Plate Connection - 16d T��nailed C� 8" or_ Shear 4Va11 �k�eathing - 7/1b" OSB (1 side� - lOd box nails (Q . 128") 6"oc edge-12" oc {ield Bot Plate Cc�nnection - 16d nai_7_s �� l�° oc Hold Do�an Fo�ce Lt =-Q . 03kips Rt =-0 . 03ki�s Hold Down Type None Rer�'d Noz�e Req'd -------- Story 2 I,ine 2 Wall 2 Wall Height = 8 . 0 ' Wa11_ ;�Iidth =34 . Q ' VJall H/W =0 . 2 Seimic Force = 22 plf Adj Seismic Force = 22 plf Table 2305 . 3 .4 Wind F`arce = 35 plt Adj Wind Force = 25 plf Section 2306.4 . 1 SW #1 Allaw Shear - 150 p1f Tap Plate Connection - 1bd Toenailed @ 8" oc Shear Wall Sheathing - 7J1_�" OSB (1 side) - lQd box nails (0 . 128" } 6"oc edge-12" oc field Bot �late Conn�ction - 16c nails ; 10" or._ Hold Down Force Lt =-0 . 52kips R� =-0 . 52kips Hold Down Type None Req'd None Req'd Story 2 Line 2 Wall 3 �^----`----^-- P7all Height = 8 . 0 " Wall Width = 5 . 0 ' Wall H/W =1 . 6 Seimic �`orce = 22 plf I�c�j Seismic Force = 22 p1� Tabl� �305 ._3 .4 4Jiz�d Force = 35 plf A�j Wind Force = 25 plf Sectian 2306 .Lk . 1 SW ##1 Allacv Shear - 15C� plf_ Top Plate Connectian - 76d Toenailed @ 8" oc Shear Wall Sneathing - 7J16" OSB (1 side} - lOd box nails (0 . 128") 6"oc edge-12" oc field Bo� Plate Connection - 16d nails � 10" oc Hold Do�rm Force Lt == 0 . 16kips Rt = Q . 16ki�s Hold Down Type Nane Req'd None Req'd CWA Consul�ants WOODCAD QLAT (Pra V4 . 0} Time : 13 :29 :54 File: 255659 Date : Q2-20-201� ---------------- SUMMARI' OF SHEAR WALL I�ND HOLDDOWN SELECTTO]�IS Story 1 Line 1 Wa1.1 l Wa11 Heigl�t = 9. 0 ' t�al:� Width =15 . 0 ' Wall_ H/W =0 . 6 Seimic Force = 53 pli Adj Seismic Fo,r_ce = 63 plf `Table 2305 . 3 .4 Wind Force = 106 p1i Adj 6dind Fprce = 76 plf Sectian 2306.4 . I SW #1 Allow Shear - 150 plf Top Plate Ccnnection - 15d Toenailed @ 8" ac Sh.ear Wa1I Sheathing - 7/�_6° OSB (1 side} - lOd box z�ails (� . 128"} 6"oc edge-12° oc field Bot Plate Connection - 5/3"x7" anchor bolt� «% 72" oc Hold Down Force Lr = 0 . 92kips Rt = Q . 66kips Hold Down Type NorAe Req'd None Req'd Story 1 Lin� 1 Wall 2 Wal1 Hea_gl�t. = 9 . 0 ' Wall Width = $ . Q ' Wall H/W -1 _ 1 Seimic Force = 63 plf Pdj Seismic Force = 63 plf Table 2305 . 3 .4 Winc� Fc�.rce = 106 plf E�dj t�Iind Forc� = 76 plf Section 23Q6 .4 . 1 SW �l Al�ow Shear - �5� plf Top PlatE Connection - 16d Toenailed � 8�� oc Shear Wall Sheathing - 7/1.�" OSB {1 side) - lOd box nails (0 . 128") 6"oc edge-12" or field Bot Pl.ace Connection - �/8"x'7" anchor bolts @ 72" oc Hold Down Force Lt = 0 . 75kips Rt = 0 . 84kips Hold Down Type Non� Req' d None F2eq'd Story 1 Line 1 Wall 3 Wall Height = 9 . � ' Wal1 titi'idth = 7 . 0 ' Wall Hjr✓J =1 . 3 Seimic For_ce = 63 plf Ac�j Seismic Force - 63 plf Tab1e 23Q5 . 3 .4 W?nd Force = 106 plf I�<3j Wind Forre = 75 plf Section 2306.4 . 1 SW #1 �llow Shea� - 15t} �1f Top Plate C_onneCtion - 16d Taenailed L �" oc Shear Wall Sheathing - '7/lf�" OSB (1 side) - 10d bax nails (0 . 128" } 6"oc edge-22" �r_ fiel� Bot Plate C�nnecf�ion - 5/8 "x7" anchor balts @ '72'" oc Hald Down Force Lt -- 0 . 77kips Rt = 0 . 77kips Holcl Down TypP Non�� Req'd None Req'd _ _ _ _ _ _ _ CWA Consu�tants WOODCAD QLAT (Pro V4 .0) Time ; I3 :29 : 54 Fi1e : 255659 Date : 02-20-2013 ----------- — SUMMARY p�' SHEAR WALL AND HC;LDDOWN SELECTIONS � ' ��� Story 1 Line 2 Wal1 2 Wall Height = 9. � ' Wall 4�Tidth =55 . 0 ' t�Tal1 H/W =0 .2 Seimic Force = 35 plf Adj Seismic Force = 35 plf Table 2305. 3 . 4 VJind Force = 58 plf I�dj Wind Force = 41 plf Section 2306 .4 . 1 SW #1 Allow Shear - 15t� plf Top P1ate Cannection - lEc� Toenailec� @ 8" oe Shear I�all Sreathing - 7/16" QSB (1 si�de} - a_Od box naila (0 . 12II") 6"oc edge-12 " ac fi�I.d B�t Plate Connertion 5/� "x7° anchor bGlts C� 72" oc Hold Down Force Lt =-1 . 33kips �t =-1 , 23kips Hold Down Type I��ona Req'd None Req'd _. . — _ _ _ __ _ _ _ _ _ CWA Cons�ltan�s WOODCAD QLAT (Pro V4 . 0} Time : 13 :29 :54 File : 255659 Date : 0?-20-2013 SUMMARY OF SHEAR WALL 7�ND HOLDDOWN SFLECTIONS Story 2 Line A t�all 1 Wall Height = 8 . 0 ' Wall Width =18 . 0 ' Wall H/W =0 .4 Seimic Force = 53 plf Adj Seismic Force = 53 pIf Table 2305 , 3 .4 Wind Force = 108 plf Adj thlind Force - 77 plf Section 2306 .4 . 1 SW ##1 Allow Shear - 150 plf Top Pl�.t.e Conr:ection - 16d Toenailed @ S" oc SPiear Wal_ SheaLhing - 7/16" OSB (1 side) - 1Od box z�ails (0 . 128") 6"oc edge-12" oc fzeld Bot �late Connectic�n - 16c3. nails c� 10° oc Hold Down Force Lt =-0 . 28kips Rt =-0 .28kips Hold Down Type Nane Req'd Nane Req' d ------------------------- ----------------------------------------- S�ory 2 Line A wall 2 � Wall Height = 8 . 0 ' PZall Width = 6 . 0 ' Wall H/W =1 . 3 Seimic Force = 53 �lf ?�dj Seismic Force = 53 plf Tab1_e 2305 .3 .4 Wind Force = 108 plf Adj Wind Force - 77 plf Sectian 2306 . 4 . 1 SW #I Allaw Shear - 150 plf Top Plate �oi�nectzon - 16d Taenailed @ 8" oc Shear Wall Sheathing - 7/�_6" OSB {1 side) - 1_Od box nails {d . 1�gt� } 6"oc edge-12" oc field Bot Plate Connection - 15d nails @ 1Q" oc Hald Down Fo�ce Lt = 0 . 48kips Rt = 0 .48k.i�s Ho1_d Down Type Norle Req'd None Req' d Story 2 Line � Wall 1 Wall Heighi� = 8 . tl ' Wall Width = 3 . 5 ' Wal1 F-_/W =2 .3 Seimic For_ce = 91 pl_f Adj Seismic Force = 1d5 p1f Table 2305 _3 . 4 Wind Force = 185 plf I�dj Trlind Force = 132 plf Section 23t36 . 4 . 1 SW #1 Allow Shear - 1SG plf Top Plate Co�zz�ection - ?6d Taenailed G 8" oc Shear Wall Sheathing - 7/16°' OS8 {� side} - IOd box nails ((� . 128" ) 6°oc edge--12 ° oc tield Bot Plate Connection - 16d nails � 10" oc Hold Down Force Lt = 1 . 37kips Rt = 1 . 37kips Hold Down Type CS18x42 1-2x 18-lOd CSI8x42 1-2x 18-lOd CWA Co�sultants WOODCAD QLAT {pro V� . 0) Time : 13 :29 :54 File: 255659 Date : 02-24-2013 SITMM�?12Y OF SHEAF2 WALL A;'�TD HOLDDbWN SELECTIONS T � Story 2 Line C Wall 2 Wall Height = 8 . 0 ' Wall Widtr� = 7 . 0 ` Wall H/W =1. 1 Seimic Foxce = 91 pl£ Adj Se?smic Force = 91 plf T'able 2305 . 3 .4 Wind Force = ls5 plf Adj Wind Force = 132 plf Sectian 23Q6.4 . 1 SW #1 Allow Shear - 150 plf Tcp Pla.te Connection - I6d Toenailed @ 8" oc Shear Wall SheathizAg - 7/16" OSB (1 side) - 10d box nails (0 . 128") &"oc edge-12° oc f?eld Bot Plat�e Connection - 16d. nails @ 10" or Hold Down Force Lt = 1 .25kips Rt = 1 . 25kips Hold Down Type CS18x42 1-2x 1F3-1pd CS18x42 1-2x 18-lOd Story 2 Line C Wall 3 j�3all Height = � . Q ' Wall Width - 3 . 5 ' Wall H/W =2 . 3 Seimi.c rorce = 91 plf �'�dj Seismic F�rre = 105 plf Tab1e 2305 . 3 . 4 Wind Force = 1.85 plf Adj �aind F�rce = 132 plf Section 2306.4 . 1 SW ##1 A11ow Shear - 150 �lf Top Plate Connection - I6d Toenailed ��? 8" oc Shear Wall Sheathizag - 7/16" OS8 (1 side} - lOd box nails (G . 128") 6"ac edge-12" oc field Bot Plate Connection - 16d nails @ 10" oc Hold Down Force Lt = 1 .37kips Rt = 1 .37kips Hold Down Type CS18x42 1-2x 18-lOd CS18x42 1-�x 18-lOd Story 1 Line A Wa1.1. 1 Wall Height = 9. 0 ' YJall z,�idth = 5 . fl ' Wall H/W =1 . 8 Seimic Force = 85 plf Ac�j Seismic Force = 85 plf Table 2305 . 3 .4 Wind Force = 1_�2. pIf Adj Wind Force = 137 plf Sectian 2306. 4 . 1 SW ##1 Al1 ow Shear - 15� pl f `I'op Plate Connectian - _l�d Toeriailed � 8" ac Shea?� Wall �heat�hi.n� - 7f1,5" OSB (1 side) - l�d box nails (0 . 128"} &"oc edge-12" oc field Bot Plate Connection - 5/8"x7" anchor balts � 72" oc Hc�ld Down Force Lt = 1 , 22kips Rt = 1 . SOkips Hola Down Type LSDTHD8 (RJ) 2-2x 16d LSDTHD8 (R�T} 2-2x 16d __. _ _ _ CWA Consultants WOODCAD QLAT (Pxo V4 . 0) Tzme : 13 :29:54 Fzle : 255659 Bate : 02-20-2fl13 _----—-------------------- SUMP�AR� OF SHEAR WALL AI�TD HOLDDOWN SELECTIONS Story 1 Line A Wa11 2 [n7all Height = 9 . 0 ' Wall Width =10 . 0 ' Wall HjW =0 . 9 Seimic Force = 85 plf l�dj Seismic Fo�ce = 85 plf Table 23Q5 .3 .� Wind �orce = 192 plf I�dj Wind Force = 137 plf Section 2306 .4 . 1 SW #1 Allow Shear - 150 plf `I'op Plate Connection - 16d Toenaa_1.ed �a 8" oc Shear Wall Sheathing - 7/l�°' OSB (1 side) - IOd box nails (0 . 128" ) 6"oc edge-12 " oc field Bot Pl.ate Conpection - 5j8"'x7" anc�!�r bolts @ 72 " oc Hold Daw� Force Lt = 1 . 27kips Rt� = 0 . 99kips Hcld Down Type LSDTHD8 (RJ) 2-2x 16d None Req'cl Story 1 Line A W�11 3 �TT Wall H�i.ght = 9 . 0 ' Wa11 Width = 6 . 5 ' UJall HfGd =1 . 4 Seimic Fo�ce = 85 plf A�j Seismic For_ce = 85 plf Table 2305 . 3 . 4 Wind Force = 192 p�f Adj Wind Force = 137 pl� Section 2306 . 4 . 1 Sw #1 t��Llow Shear - 3_50 plf Top P1_ate Connection - 16d Toenailed C 8" oc Shear Wall Shea�hing - ;/16" dSB (1 side) - lOd box nails (0 . 128") 6��oc edge-12° oc field BoL Plate Connection - 5/8"x7" anr.hor balts @ '72" oc Hol.cz Dawr� F'orce Lt = 1 . 87kips Rt = 1 .43kips Hold Dotq�n Type T SD'�HD8 (RJ} 2-2x 16d L�SDTHD8 !t2J) 2-2x 16c3 Story 1 Line B Wal.l 1. Wall Height = � . 0 ' Wall Width =7_3 . 5 ' Wal1 H/W =0 . 7 Seimic Force = 49 plf P_c�j Seismic Force = 49 pl.f Table 230� . 3 .4 Wind Farce = 135 plf Ac3j Wind Force = 9� plf Section 2305 .�E . 1 . �SW #1 Al1_ow Shear - 150 pIf Top P1a�e C�nnection - 16d Toenailed @ 8" oc Shear G�Iall Sheathing - 71'I��" OSB (1 side) - lOd box nails {0 . �2g��} 6+�OC edge-12 °' oc field Bot P1ate Ccnnection - 5/8"x7" anchor bolts @ 72" oc Hold Davrn Force Lt == Q . 36kips Rt = 0 . 52kips Hold Down Type None Req'd None Req'd _ . . _ _ ___ _ _ � _ _ _ CWA Cansultants ��OODC�D QLAT (Pro V4 . 0) Time : 13 :29 :54 Fi1e: 255659 Date : 02-2Q-2013 SUMMARY OF SHEAR WALL AND HOLDDOWN SELECTIONS Story 1 Line B Wall 2 Wa11 Height = 9 . 0 ° Wall Width = 5 . 5 ' Wall HjW =1 . 6 Seimic Force = 49 plf �dj Seismic Force = 49 plf Table 2305 . 3 .4 Wind Force = 135 plf �dj Wind Force - 96 pli Sec�ion 2306 :� . 1 SW #1 Allow Shear - 150 plf Top Flate Connection - 16d Toenail�d @ 8" oc Shear Wall Sheathing - 7/16" OSB {1 side) - 10d box nails (0 . 128°j 6"oc edge-12 " oc �ield Bat Plate ConneG�:i_on - 5/t�"x7" ancho.r bol�s @ 72 " oc Hold Down Force Lt = d . 89kips Rt = 0 . 723�ips Hold Down Type None Req'd None Req'd Story 1 Line D Wall 1 Wall Height = 9 . 5 ' Wall Width = 2 . 9 ' Wa11 H/W =3 .3 Seimic Force = 285 plf Adj Seismic �'orce = 466 plf Table 2305 .3 .4 Wind Force = 622 plf Adj Wind Force = 444 plf Sectian 2306 . <= . 1 SW #5 A�low Shear - 600 plf 3x � al�utting panei edges Top P1,ate Connection - A35 or LPT4 @ 12" oc G% SW only Shear Wall Sheathing - 7�1'0" OSF3 (1 side) - lOd bo?� nails (Q . 128"} 2 "oc edge-"�2" oc field Bot Plate Connection - 5/8 "x7" anchor bolts @ 12" oc Hol.d Down Force Lt - 6. 66kips Rt = 6 . 66kips Hold Down Type HHDQ11 6x SB7/8x24 AB HHDQ11 6x SB7/8x24 AB Story 1 L,ine D Gdall 2 Wal1 Height = 9.5 ' T�lall ��Iidth = 2 . 9 ' Wall H/W =3 .3 Seimic Farce = 285 plf Adj Seismic Force = 466 p�f Table 2305_3 .4 GTind Force = 622 plf Adj Wind Force = 444 plf Section 2306 .4 . i SW #5 Allow Shear - 600 plf 3x �� ab�:tting �anel edges Top Plate Connection - �35 or LPT4 @ 12" oc @ SW only Shear Wall Sheath?ng - 7/16" OSB {1 side) - lOd box nails (0 . 123"} 2"oc edge-l�" oc field }3ot Plate Connection - 5/8"x7" anchor bolts @ 12" oc Hald Down Force Lt = 6 . 66kips Rt = 6 . 66kips Hold Down Type HHDQ11 6x SB7/8.�24 AB HHDQ11_ 6x SB7j8x2� AB __ __ _ _ _ CWA Cansultants WOODCAD QLAT (Pro V4 . 0} Tirne : 13 :29 :54 File: 255659 Date : 02-20-2013 Page: 1 of 5 SUMMARY SHEET SEISMIC DATA: ManuallBC BSF Y-Axis = 0 . 116 BSF X-�is = 0 . 116 Snow Factar = G .250 WINI� DATA: Mant�aZIBC Wind Exposu�e = B ti•,�ind speed _ 85 �tructure = EncllUnencl Imp �'actor -= 1 . 00 Load Summary � � to Y I � to X Ht (ft) Level {K} DL Seis Wind DL Seis Wind -------- -- 2 - 15 . 1 2. . 3 3 . 6 16 . 7 2 . 6 5 _ 2 8 . 0 - Stor� 2 � --------- -- 1 - 17 . 6 1 . 5 2 . 8 21 . 3 1 . 9 5 . 1 1Q . 5 - ( Story 1 ______________ -- Base Total 3 . 8 6 . 4 4 .4 10 . 3 _ __ CWA Consultants WOODCAD QLAT (Pro �4 . 0) Time : 13 :29 :54 File : 255659 Date : 02-20-2013 Page: 2 of 5 __------------- INPUT DATA - Walls Ca1c Plo� Wail Leng�h UTall Lt Trib Rt Dis Dis Dis Ht Shear Holddcwn DL Span Widrh Span {ft) i�t) (��} (�t� ' (ft) (ft) (xsf? (�t) (�t} {�t) ------------------------ WALLS Parallel �o Y-Axis X X Y S�ory 2 Line 1 Wall 1 0 . 0 b . 0 O . t� � _ 0 5 . 0 5 . 0 0 . 008 0 . 0 2 . 0 Q . 0 Wa11 2 0 . 0 0 . 0 7 . 0 8 . 0 7_4 . 0 14 _ 0 0 . 008 O , p 2 . 0 Q . 0 Wall 3 0 . 0 0 . 0 26 . Q 8 . � 15 . 0 15 . 0 0 . 008 � . 0 2 . 0 0 . 0 Line 2 Wall 1 30 . 0 30 . 0 O . a S . 0 13 . 0 13 . Q O . d08 0 . 0 2 . 0 O . Q Gda1.l 2 30 . 0 30 . 0 14 . 0 8 . 0 34 . 0 34 . 0 0 . 008 0 . 0 2 . 0 0 , 0 Wall 3 30 , 0 30 . � 50 . 0 8 . 0 5 . 0 5 . 0 0 . 008 Q . Q 2 . 0 0 . 0 Story 1 Line 1 Wall 1 Q . 0 0 . 0 0 . 0 9. 0 15 . 0 15 . 0 O . Ot78 Q . 0 2 . 0 0 . 0 Wall 2 0 . 0 0 . 0 18 . 0 9. 0 8 . � 8 . 0 0 . 008 0 . 0 2 . �� 0 _ 0 Wall 3 0 . 0 O . Q 30 . 0 9. 0 7 . Q 7 . 0 Q . QO� 0 . 0 2 . �� 0 . 0 Line 2 Wall 2 30 . 0 30 � 0 0 . 0 9 . 0 55 . 0 55 . Q 0 . 008 0 _ 0 2 . �� 0 . 0 WALLS P�ra].lel to X-Axis Y Y X Story 2 Line A Wal1 1 fl . 0 0 . 0 � . 0 8 . 0 18 . 0 18 . 0 O . OQB 0 . 0 21 . 0 � . 0 Wall 2 0 . 0 O . Q 24 . 0 8 . Q 6 . 0 b . 0 O . QOS 0 . 0 21 , () 0 . 0 Line C Wall 1 55 . Q 55 . 0 8 . 0 8 . 0 3 . 5 3 . 5 0 . 008 0 . 0 6. 0 0 _ 0 Wall 2 55 , 0 55 . 0 15 . 5 8 . 0 7 . a 7 . 0 0 . 008 0 . 0 6. t) 0 . 0 Wall 3 55 . Q 55 . 0 26 . 5 8 . � 3 . 5 3 . 5 0 . 00�3 0 . 0 5 . t� 0 . 0 Story 1 Line A Wa11 1 0 . 0 0 . 0 0 . 0 9 . 0 5 . Q 5 . 0 0 . 008 0 . 0 10 . 0 0 . 0 Wa11 2 Q . 0 0 . 0 10 . () 9. 0 1Q . 0 10 . 0 O . Q0�3 0 . {7 10 . 0 0 . 0 Wall 3 0 _ 0 0 . 0 23 . � 9 . 0 6 . 5 E . 5 0 . 008 0 . 0 10 . () 2Q . 0 Line B Wa1.l 1 33 . 0 33 , 0 7 . 5 9 . 0 13 .5 13 . 5 0 . �08 2Q . 0 10 . () 3 . 0 Wall 2 33 . 0 33 . 0 2�k , 5 9 . 0 5 .5 5 . 5 0 . 008 3 . t� 10 _ Q 10 . 0 L?ne D Wall 1 55 . 0 55 . 0 8 _ t� 9 . 5 2 . 9 2 . 9 0 . 008 20 . 0 10 . E? ?_0 . 0 t�3all 2 55 . 0 55 . 0 27 , :L 9. 5 2 . 9 2 _ 9 O . QOf3 20 . 0 10 . {? 20 , 0 ___ . __ _ _ CWA Consliltants WOODCAD QLAT {pro V4 . 0} Time : 13 :29 : 54 Fi1e: 255659 �ate : Q2-20-2Q13 Page: 3 0� 5 �NPUT DATA - Diaphragms Build Dead Part Live Star� Cant Ext Wind Wind Dimen Load Load Load Dia Dia Wall Loa� Uplift (ft} (Kst} {Ksf} (Ksf} (ft) (Ksf) (klf) (ksf) -_-- ------------ L,T�,T�S Parallel to Y-A.�is R�of Level Lines 1 2 55 . 0 d . 008 Q . 000 O . 00Q 0 . 0 0 . 008 0 . 120 0 . 001 Letrel 1 ��ines � 2 55 . � 0 . 008 O . OQO 0 . 000 0 . 0 0 . 008 0 . 493 0 _ 000 �,rNES Parallel to X-Axis Roof Level Lines � C 30 . 0 0 . 008 0 . 000 0 . 000 0 . 0 0 . 008 0 . 0�4 0 . 001 Level 1 LinPS A B 3Q . 0 0 . 608 0 . 000 d . 000 0 . 0 � . 008 0 . 0°3 O . QO� Lines B D 30 . 0 0 . 008 0 . 000 O . QQO 0 . 0 N 0 . 008 0 . 093 O . 00Q _._... __ _ _ _ CWA Consult�nts WOODCAD QLAT (Pro V4 . 0) Time : 13 :29 : 54 File : 255659 Date : 02-20-2013 Page : � of S �UTPUT DATA - Shear Walls and Holddown Forces Line Shear Udall Shear H Drag Force Hclddowns CSeis Wind CSeis �T?nd --- Lt Rt Lef� Rght (k) (k} iklf) # (kZf} �# ta (�� (x) (x) (x} WALLS Parallel to Y-�is Story 2 Re�undancy �act��r 1 . Q0 Ln 1 1 . 1 1 . 8 P�al1 1 0 . 034 O . Q53 1 . 6 0 . 0 0 . 0 -- -- G�al1 2 0 . 034 0 . 053 0 . 6 O . Q 0 . 3 -- -- Wali 3 � . 034 0 . 053 0 . 5 0 . 0 0 . 5 -- - - Ln 2 1 . 1 1 . 8 i�Tall 1 0 . 022 0 . 035 0 . 6 Q . 0 t� . 0 -- -- Wall 2 0 . 022 0 . 035 0 . 2 0 , 0 0 . 0 -- -- Wa11 3 0 . 022 O . d35 1 _ 6 0 . 0 0 . 0 -- -- Story 1 Redundancy Factar 1 . 00 Ln 1 1 . 9 3 .2 Wall 1 0 . 063 0 . 106 (} . 6 0 . 0 0 . 3 -- -- Wall 2 0 . 0&3 0 . 106 1 . 1 Q . 2 0 . 4 - - -- �^7all 3 C� . 063 0 _ 106 1 . 3 Q . 3 0 . 5 - - -- Ln 2 1 _ 9 3 .2 Wall 2 � . 035 Q . 058 0 . 2 0 . 0 0 . 0 - -- T,r1ALLS Para_l.le1 �o X-Axis Stary 2 Redundancy �'act�r 1 . 00 Ln A 1 .3 2 . 6 Wall 1 0 . 053 0 . 108 0 .4 0 . 0 0 .4 -- -- Wal1 2 0 . 053 0 . 108 1 . 3 � . 0 0 . 0 -- -- Ln C 1 .3 2 . 6 Wall 1 0 . 091 0 .185 2 . 3* 0 . 7 0 . 4 1 . 3 1 .3 Wal.l 2 0 . 091 Q . 1.85 l . l G . 7 fl . 0 1 .2 1 .2 Wa�.l 3 0 . 091 0 . 185 2 . 3* Q . 3 0 . 0 1 . 3 1 . 3 Story 1 Redundanc�y Factor 1 . 00 Ln A 1 . 8 4 . 1 Wall 1 0 . 085 0 . 192 1 . 8 0 . 0 Q . � 1 .2 1 . 5 b9all 2 0 . Qf35 0 . 192 0 . 9 0 . 0 0 _ 0 1 .2 -- Wall 3 0 . 085 0 . 192 1 .4 Q . 0 0 . 0 1 . 8 � .4 Ln B 0 . 9 2 . 6 Wa11 1 0 . 0�9 0 . 135 0 . 7 0 . 7 0 . 0 -- -- Wal1 2 0 . 049 0 . 7_35 1 . 6 0 . 2 O . Q -- -- Ln I� 1 . 7 3 . 6 Wa11 1 0 .285 0 _ &??_ 3 . 3� 0 . 3 � . 0 6 . 6 6 . 6 Wall 2 0 .285 a . 622 3 . 3* C .4 0 . 0 6 , 6 6 . 6 S-Support required beneath halddown M-Manaul input of holddou�rn # Far SW Selectior� Adjust Seismic �#For SW Selection Adjust: Value per FN a Table 2305 .3 , 3 Wir:d Value per 2306 .4 . 1 __ __ __ _ _ _ _ _ __ __ _ __ _ __ CWA Cansultants WOODCAD QLAT (Pra U4 . 0) Time : 13 :29 :54 File : 255659 Date : Q2-2fl-2�13 Page : 5 of 5 OUTPUT D�TA - Diaphragms and Chord Forces H Dia Load Seismic Shear Wind Shear Chord Force --- Seism:ic Wind Left Right Left Right Max at W (Kipsl (Kips) (Klf} (K� f} (Klf) (Klf) (K��_p) .xxL LTNFS Parallel to Y-Axis Roof Level Lines 1 2 0 . 5 2 .29 3 _ 6n 0 . 02 -0 . 02 � . f�3 -0 . 03 0 .2 . 50 Level 1 Lines 1 2 0 . 5 ? . 51 2 . 79 0 . 01 -0 . 01 0 . 03 -0 . 03 C� .2 . 50 LINES Parallel to X-Axis Roof Level Lines A C 1 .8 2 . 56 5 . 17 0 . 04 -0 . 04 0 . 09 -0 . 09 1. .2 . 50 Level 1 Lines � B 1 . 1 1 . 11 3 . 07 0 . 02 -0 . 02 0 . 05 -0 . 05 0 .4 . 54 Lines B D 0 . 7 0 . 7�: 2 . 05 0 . 01 -C� . 01 0 . 03 -0 , 03 0 .2 . 50 __ _ _ __ _ __ __ __ __ __