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3027 Lateral Load Analysis 03092012 . L Y�'A 'i.LJiSpJIJL+i��TJi F.J. ���������.A..�,��V7i����,��� ���T..�1��]������t`1'�J��.�f���� � b675 E.Carak�ay P1odc1,Pcxt C�rct3a�,V+;'A 983b6 (36�)8?1-�» FAk: (3fi(l 873-�6Z'� E-i��lail:cfiucl�c cufacc7i�t(ant�net L�teral/Vertical Load P,r�aiy�i5 for: New Hame� Plan 3Q27 �:2 (8' Cei�ing� f'er 2�G'� 1�3G u5i�a C�lat c�4.0 �ei�mic �e5ic�n �a�a (Ec�uiva(enz Force) i „';t>:�•��r�c.. '=a;`.or• C I � ._�, �n�i :J .��, .._,� ! I ��i-,,. �:;�w.: � I � � t^,J ( �f•'i a��'.r ��,�'� ��.✓%�'. 3.✓� i ,. i��::Jl�i'�� ��:�i�ri lLf���v�t�'i� �Li i=nr:._ r��i��t;n� ay5ten� VJ��'' Shear.,1v�Ilh �?e:�iar '��a�e 5k�ear 5.3x,5.��":y ,,_ O.iiO ;��?:') �; �;.F �U��l V�lind Data (5implified Methcd, 10 �5�'min contro(�de�ign) cxpo���re <�, i'`VIIi✓ .`',�.°.L'.r, ��' fI'!�'�'i 4� ?�c%� Verticaf LoadS �.y���t>�t� �.� ,��:��-�sf�P : ��00:'LJ�� 4U.��.�i ��',� �`�:,-,ti� ° ���.� „'4 -`�'' :b�} , ��� ' �� 5no�rv Loaa 25 p�� � � � , �, ,; �ar•Cl�9.. 20?�.' ..;;,�`�'� 't! ,y,` � �'� �'� ��`��� � �.�� r��.��.t�� �� Dt�t"kd��-�'�. � � `?,„`�� � �°;: .. � , � § u . t k �' ThiS de�i�n ha5 been reviewed by me �nd ii, i5 in full c�m�lianc� with the 20D9 �nternatio��l ��ilding Code. _ .,_. _�� � *'"", � �, �,w �_ .�, �___.��. � �_ 'j : _ ", �' � �nr z_> t; -------------------- _ _ __..._ _ n � � ��� ��� ,� '"''..��. U i� � ��� � �� � '-��-c�a �k _ ___ _ wry �j H�"� 1 � !�?�E � ��_� � uu t� � � { � � � � � � �4 � � � d � � 0 � t�v� "� - � . -•rt • -+ ' GJ� - ' �� • � � �Q • ' W� . � ' �� � �� ' � � � ' �t� . �,� ' t�E+n � " �3 ' ��� � . � �����a � ' ��+� `�����Y�t�,sy,,����f� �., � � �G�7� � rt ,.., �` �`-° �' `�'n . 3 r� ,. � � � = 4�N i� �=�....- �rt �'r� "� U?S+,S� � ��:-3i,� � .«�r�,`Yr� r.g 4"�1�.� �r l' i"C r—t ��M�r1 � , i.F�`�'I7-rI�'Al_�' ,,;;L_i° Z"�� '!`s • ' �.�{C?i'\i��"�� • � _ � ' L.EL1L1 �•s"��,`"� � �^'" � ,,,,9 .:..., � ��} ,-t °.d '. ` F � S�-1 °�T'� � r���� F •1•—a1 •—r . *'� .�i �_� � ��E {—t ���' O � �"�� {.,� "'sS �y� ��� .7�-� tT. 1� U 3.T.t� CWA Consultarts WJ�DCnv 4L,AT (,pro V: . Oj Tim�e : 17 :49: Q3 Fi1e: 3C27R2£� Date : (�3-09-2fl12 ---------------------_---______________ SUMMT�I�Y OF SHEAR WALL .�i.ND HOL1'�.,DOWN SELECTIaI�TS Stor� 2 Line 1 Wall 1 Wa11 Height = � . 0 ' Wall Width =12 . f� ' Wall H/W =Q . 7 Seimic Force = 40 plf Adj Seis�-n.ic �'arce = 40 plf Table 23Q5 . 3 . 4 Wind Force = 4� p1f �lldj YJind �Force = 3J p1f 6ection 2306 . 4 , 1 SW �#1 Allow S13ear - 150 pIf Tc�p Ylate Connection - 16d Taenailed �� 8° oc _ �hear Wa11 Sheathinc� - 7/16" QSB (1 s�.de) - 10d box nails t0 . 128", _-- _ 6"flc edge-12" oc field '-�O� ��at2 �.'nT7I1°Cy 1Ci: - �bCi ',"�_�-' '1_� iiti b' r� C� _=lu���. TiOth'I: t'C�!�CE Z�L =-! . :i ��i'_".�'� ?� --�` , '�Z}.>1sJS i��'� 'JOU,'T,i T;ry,°_ �Vi>�l� ��u. ' � ��O'_7� r E� i Q_ St�r�r �' �,=�p 1 �'ull � --- -- ---- -- -- -- �,�a�?1 I�eiglzt = 8 . 0 ' W��l W��t17 =1�'_ . 0 ' i�a1� ���T�7 =� . '7 �e�m�c �orce = y0 pi� A,r<j ve, �mic ���r�P = �0 �li Tab'� �?G5 _ 3 _4 ��ind F�orc� _ �? pl� A��; t��nd Fo�ce = 30 �lf Secti�r� 2306 .� .1 SW #1 Allow Shear - 150 ;�lf 'Tap Plat� Connection - 16d ToEnailed � 8"' oc Shear Wall Sl�eat:iin� - 7/1£" OSB {1 sidel - 10d box nails �0 , 128"} 6°'oc ��ge-12'� cc f=eld Br,L Plate Cor�nection - 16d nails U� R" oc Ho1d Down Force Lt =-0 . 73kips Rt =-0 . 73kips Hold Dowr-1 Type None Req'd Nane REC�'cl --------------------------- -------------------------------�-___- ------ - Story 2 Line 1 ��7all 3 Wal1 Hei.ght = 8 . 0 ' Wal 1 Tn7idth =17 . 0 ' i+�a11 N/T�7 =0 � 5 Seimic Force = 40 plf Adj Seismic Fo�'ce = �Q p1z Ta�1e 2305 .3 .4 T�?�nd Force = 42 plf Adj Wind Force = 30 plf Section 2306 .4 . 1 SW #1 Al1aw Sh�ar - 1�0 plf Top P�ate Cannecti�n - 16d Toeriailed t� 8" oc Sc7ear [aall Shea�.hing - 7f�6" C��B (1 side) - lOd '�ox nai�s {� . �28") 6"oc edge-12" Qc �ield Bat P1_a�.e Connection - 16d nails G 8" oc Hcld Down �orce Lt =-1 . 2�kips Rt =-1 . 53kips Hc�ld Down T�rpe I�ane Req'd Nane Req' d CWA Consul tar t s WD�DCAD Q`.,AT (P~��� V4 . C�) `I'im° : 17 :49 : 03 File : 3027P28 Date : 03-09-201� ----------------- SLTMMARY OF SHEAR WALL, I�N"D H(�LDDOWN S�'LECTIONS Story 2 Line 2 W�.11 1 Wall Height = 8 . 0 ' VJall t��idth =21 . 0 ' WaII H/W =0 .4 Seimic Force = 49 �lf Adj Seismic Force = 49 plf Table 2305 .3 .4 Wind Force = 52 plf Adj Wind Force = 37 plf Section 23b� .4 . 1 SW #1 Allow 5hear - 7_50 plf Top Plate Connection - 16� Toenaa.led � 8" oc Shear i�all Sheat�?ing -- '�/16" OSB (I siae) - _{3d box nails (0 _ 120"1 6"oc edgE-12" ac field B�� Flate C��nrecticr= - �6� n�ils �� �" oc Hold Down Fc�ce _� =-1 . ;?}_ips r� =-1 . �4}�ips Hcld �?�k�n m1-p� IWO��e �"� ' � '�1one ���' �1 �C01�' � _iZ-'i"�^'. ? TJa:.�_ ��'. v�layl H���rt = � , y� ' W��_ ir;�dtn = _ . �� ' ��tall _I%W =1 . 6 S�1M1C �" ° _ �` — Fo.�c �9 �i�T i-i.�.',�j :��1�rn�C FOY'CE 4� pI3 i �,=r � ;; �1 � Z � t.� . � . ��ind Foz�cE = 5� pli: fi�j W�.�� �'nrce = 37 pl� Spct��n 2?06 .4 _ ? ��3 #� Allow Shear - 150 p1z Top Plate Ccrnecti�n - �6d Toenailed � �° oc Shear t�7a11, Sh�,athing - 7j�6" QSB (1 si�e) - �Od hox nail� (0 . 12�"} 6"oc ��q�-l�" oc fie�d �3ot Plate Connectzan - 16d ��ai�s @ 8" oc Hold Down F`orce Lt =-0 . 19kips �t =-0 . :�9kips Ho_d �nwn Type None �'ceq' d N�n� Req' d --------------------------------------------—------------------------ S�ory 2 L�n� 2 In�all 3 Wall Height = 8 _ 0 ' Wall Width = 7 . 0 ' Wa11 H/W =1 . 1 Seimic Force = �9 plf A.d� Se�smic Force = 49 �lf Table 2305 , 3 .4 Wind Force = 52 p1f Ad� Wigzci Force - 37 p� f Section 2306 . - . 1 S�T #� �13ow Shear - 15t� p?f Top Flate Connect�on - 16� Toenailed @ 8° oc �hear Wall Sheathing - 7/16" OSB (1 sidel - 10d box nails {0 . 1�8" ) �"c�c edg�-12" oc field Bo� Plate Connectio?� - 16� nails @ 8 " o� Ncld Down �'orce Lt = 0 . 18kips Rt = 0 . 15kips , ricl�. Down T�•pe None R�q' d None Req'd CTaTA C�nsultants WC�Or�'� Q�fi^' (Pro V4 . G} Time : 17 :49 : �J3 File : 3027R28 I)ate : E}3-09-20Z2 —-------- __________________ ------------- SUMF�'�1RY OF SHEAR WALL AND HOLDD�WN SELECTIONS �tory 1 Line 1 Wall 1 Wall Haight = 8 . 0 ` Wall Width = 7. 0 ' Wall HjW =1 . 1 Seimic �'orce = 77 plf Adj Seismic Force = 77 p1f Table 23C}5 . 3 .4 Wind Force = 10� pIf Adj Wind Force = 73 plf S�ction 2306 .4 . 1 SW �l Allow Shear - 150 plf Top Plate Connection - 26d T�enailed C� �" oc She�r Wall Shea�hing - 7/16" OSB (1 side) - 1Qd box rzai3�s - ,0 .125°' ) b"oc edcre-12 �' oc f;�el�' BO� P�dL''c COI7i1�'�^t 1��11 - ��g���i u c�T"1G�70?` �"?0��;� ,_ �2'� C>C - � �"ol.� �J�wr Fos�c� Li =-0 . �9ki�s �t = ., . �7ki�� �-�alc� �}^w?�: TZ�pn '�7c�e �eq'� Ivo���,'.��,.�, , �_ �t�'r'tr 1 L?�?� _ ��'�a11 � ------------ -- --- �^�ali� ���i��7t - � . 0 ` i�v'al'� v�a'��t�� _ � . 0 ' V�Ta�� 1 Hji�� =0 . ° tnimic rcrce = ?7 plf Adj Seismic F�rc� = 77 pl� Tab?_e 2��� . 3 . 4 t�'�nd Force = 1!�2 plf �dj Wind Force = 73 plf Sectio� 2��6 .� . 1 SW #1 pllow Shear - l5� �lf Top Plate Cor�nection - 16d Toenai�ed @ 8': oc Shear Wall Sheathing - 7/16f1 OSB (1 side} - lOd }��� na�_ls (C� , 128" } 5"oc �dge-�2°" �c field Bc�� Plave Con�.ection - 5/8"x7" anchor bolts �� 72" o�c Hold Down Force Lt =-p . 53kips Rt = Q . 21]�ips Hold Down Type None Req'd None Req�d ----------------------- Story 1 Lin� 1 Wall 3 v�all Height = 8 . � ' Wa�I Width = 7 . 0 ' Tr��all HjW =1 . 1 Seimic Fa��ce = 77 plf Adj Seisrr�ic Force = 77 plf Ta�le 23+J5 .3 .4 Wir�� Force = 102 pif Adj t�Iind Forcp = 73 plf Sectian 2306 .4 . ? SW �rl Allow Shear - 150 plf Tap Plate Connectian - 16d Toes7ailed @ 8''' oc Shear Wall S�aeathing - 7/16" OSB {� aid�} - lOd box nails {p . 22���} 6'{OC eE��2-12 �� OC �12�C1 L�ot Plate Connectian - 5/8"x7"' anchor bolts @ 72 " oc �Io1d D�wn rorce Lt =-0 . 89kips RL =-C� .42ki�s H�ld Do�fn T-ype None R�q"d None Req'd ----------------------------------------------------------------------- CW� Conaul t ant s WODDC�..D QLAT (?r� V4 . ��} Tame : ?7 :49 : 03 File: 3027R23 T�aLe : 03-�J9-2t}�2 SUMMF�RY OF SrIE�-1R T�IAZL ANL� HOL�Dt�WN S�LECTIONS �t�ry 1 Z,ine 1 G�all 4 VJall Hesght = 8 . 0 ' Wall Width =11 . 0 ' Wall H/W =0 . 7 Seim_c Force = 77 p1f Adj Seismic Farce = 77 p1z Tab1e 23�5 . 3 .4 W�nd Force = 102 plf Adj Wind Force - 73� p1f S�ctian 23t36 .4 . 1 SW #1 Al1ow Shear - 1�0 p1f Top Plate Cc�nnectior - I6c�. Toenailed � 8" oc Shear Wa11--Sheathing - 7J16" OSB (1 side} - 10d bo� nails (0 . 128") �"oc edge-12„ oc fiela �ot Fl�tc �o�nection - �/g„x7" ar{�hcr b�?�-s �� �2" oc ;:�o=� Dovz'_ i������ T,� - � . ?�k'tis ='_'� --1 . E;�'�_�s Ho��. �ou,� i'_-_�e T_�,:�n` ��c� a �7e��� �.�c� °.. S�cr•yT 1 L��� 2 V���?1 -� sn��_1� ��i�;�� - u . G ' �a.�_ �*�;_d��� _'_� . �J ' i�da11 �r'vd =u . 2 ���mic� dc��G = 6� N�f �3dj Seism�� F�rce � n= pl� Tw'��P 23G5 . 3 . 4 Gi��nd ;orce = 84 �lf A�j t��nd rorce. = 6G plf Sectio� 23�G . 4 . 1 Si�7 #1 _ _ _A�l�tW Shea� - 15G pl� Tc�p Flate Connection - �6d To�naile�� � 8" �c Shear �vall Sheathing - 7/1�" OSB (1 sid�j - lOd box nails ;0 . 1�8") 6"oc edge-l2" oc field Bot Plate Cc�nnection - 5J8'°�7" anchor �alts �al 72" oc H�lci Down F�rce Lt =-2 .3&k-ps Rt =-1 . 29kips Hold Down Type None Req' d None Reg' d ----------- ----------------------—----------------------_-_____------ CWA Consultants irJOODCAD QLRT {Pro V4 . Q;? Time : 17 ;49 : �3 File : 3027R28 Date _ 03-t�9-2012 -------------------------- SUMMARY QF SHEAR WALL AND HOLDDOWN SELECTIDNS Story 2 Line A Wall 1 Wall "Height = 8 . 0 ' Wall Width = 5 . 0 ' Wall H/W =1 . 6 Seimic Forc� = 53 plf Adj Seismic Force = 53 plf Table 23�5 . 3 .4 Wind F�rce = 64 pIf Adj T�?i�d Force = 46 pl.f SeCtior� 23C76 . 4 . 1 SW #1 Allow Shear - 1..50 p1f Top �late t'onnection - �6d Toenailed � 8F' oc - Shear WaII Sheathing - 7/1�" OSB {1 si�e} - lOd box nails (O . I2�'�J _ _ 6"�c edge-12" oc fi�l� _ B�t Plat� C�nne�tian - 16d T,�; 1 c ��, g�� �,� �'_C�Q' �OC.ti� �'QZ"Ce Lt = C) . i'','��_�S �� = J . ��'k�_pS �ci� Dov�*a= Ty�e Nc�s� _.--�' a P3one R.eq° d. �tor�- 2 Li�� A �r;�i 1 2 i�7�1� H�-�g':Zt = 8 . � " I�;�I_ i�1i�t1� =1� . C ' T�Ia�1 i-i/Gti =0 . 6 S�°1'?'t�C r'GrCe = 53 ti�1 � Ac':� ��1SiYl1�� FOx'�e = S� �lf T�b?� ��US . 3 . � Wind Foree = 54 p1f Ad7 Wir�d E'o�ce = 4G plf �ectian 23�6 . ^ . I SU7 ##1 Allaw Shear - 150 plf Top Plate Cc�nnection - 16d T�enailed @ 8" oc �hear Wa�l Sheathing - 7/15" OSB (1 si�e) - 1C}d ba� n�ils (� . 52�" } 6"oc edge-12° c�c field Bot Piate Coz�.nection - 16d nails � 8'" oc Ho�d Dozan �'o�ce �t =-0 . 23kips Rt =-0 _ 19kips �Ioyd Down Type None Req'd None �.ec� 'd ----—----------------------------------------- ----------- ------------ Story 2 Line A Wa11 3 G�all Height = � . a ' Wall T�idth =12 . 0 ' Wall HfW =0 . 7 Seimi� �'orce = �3 plf Ad� Seismic Farce = 53 plf Table 2305 . 3 .� Wind Farce = 64 p�f Adj Wind �'orce = 46 p�f Section 23�J6 .4 . 1 SV�' #1 Allcw She�.r - 15t7 p�f z'op �late Connec�icn - 15d Toenailed r_� 8" a� Shear Wall Sh�ath.ing - ?/16" OS� (1 sid�j - 1C�d box n.ails (0 . 128" } 5"oc edge-12 ° oc field Fo� Plate Cannection - 1�� nails � 8" o^ Hold �own F'arce Lt =-O . lOkips Rt =-0 ,2�ki�as Hold Down Type I�Ione Req'd None Req'd --------------------------------------------------------------- ------- CWA Cons�al t an�s V���C��CR.D �LP T ;Fro V� . �) Time : 17 :49 : 03 File : 3027R2o Date : Q3-09-2012 SUMNiARY OF SHEAR I��LZ AND HQLDD�WN SELECTI�NS Story 2 Line C W�11 1 Wall Height = 8 . 0 ' Wall Width = 4 . 0 ' Wall H/W =2 . � Seimic Forc° = 79 pIf Adj Seism?c Force = 79 p1.f Table 2305 . 3 .4 Wind F�rce = �6 plf Ac�j Wind Force = 69 plf Sectian �306 .4 . 1 5� #1 Allow S�ear - 150 p�f T�p �late Connection - 1�d Toenailed � 8" oc Shear Wal1 Sheat�.ing .=-7f�6° OSB ll side) - lOd box nails (� . =28"} 6'�0� edge-12" c�c fi�ld ��t �'l�r.a Co�~i�c.tio� - l��? r�a�.'� �n� g'� oc '�cld D��Tr� �o��c� =v = 0 .3�k��s P� = 0 . 5�.=ip� 7J1�' DC�ZA'P "�>ri:�� iv0�� �`�' Q �iT..^JI7v ::°.n.1 r .,. --- --------------- --- - - - - ---------- - ---- --___ __ _------ ------------ -- - - ��OY'Y � =,1.i�° °� �ec_���.. � Gy�:_�1 �-i`1=,€�'i w = � . C1 ' T^��_1. U`t''���.�l = a . �1 ° iti�a Z= ���Vti7 =� . D Seirnic Force = 79 pli �d_; �ezsr�.ic rorr_F = ;9 �lf `i'al�l� 2�05 . 3 . 4 Wind Force - �5 p�f �dj V3ind !�orce = 69 p1f Section 2306 .4 . 1 S�nz #1 Allow Sh�ar -- 15a p1.f Top Plate Con�ection - 1�d Toenailed � 8" ac Shear Wall Sheathing - 7/15° U�B (1 side} - 10d box nails (0 . 128") b"oc edge_12 '° oc fi�1d Boi� P1ate Conz�a�ctic�n - 16d nails �: b" �c Hold Down Force Lt = Ct . 50?�ips �?� = 0 . 37ki�s Hold Down T�pe Nane heq' d Nar�e RAq' � --------------------------------------—------------------------------ Story 2 L�ne C Wall 3 Wall Height = S . � ' Wall V�7idth = 2 . 8 ' Wa1� H/W =2 . 9 SPinaic Force = 79 plf Adj Seismic ro�ce = ?13 plf Table 2305 . 3 . 4 Wind �'or�e = 96 plf Adj Wind Force = 69 p1f Section 2306 .4 . 1 SW #1 Allow Shear - 150 z�1 f Top ?late Connection - 16d To�raailed @ 8" oc Shear T�'aI.1 Sheathing - 7/16" OSB (1 siae} - 1pd bax nails (0 . 128" ) 6"ac edge-12 " oc field Bot ?'lat° Cannection - 16d nails C 8" oc Ho1d Down �'orce Lt = 0 .42kips P�t = 0 . 55k�.ps Hold Down Type None Req'd None Rea'd _... _ __ . _____._ __..--- _ _ _ __ _ __... CVdA Cans�altants V�TOJD�P� QLAT (p=o V4 . Q) Time : 17 :49 : 03 Fi1e. 3Q27R28 Date : 03-09-2412 SUMNlAt2Y QF SHEAR WALL AND HOLDDOYJN SELECTIONS Stor� 2 Line C Wd1I 4 Wa11. Height = 8_ 0 ' Wall Width = 7 . 0 ' Wall H/W =1 , 1 Seimic Farce = 79 plf Adj Seisrnic Force = 79 pIf T�ble 2305 .3 .4 Wind Force = � 96 p1f Ad� Wind Force = 59 plf Section 2306 .4 . 1 �W ##1 Allow Sh�ar - 150 plf Tap ?late Connection - 16d Toenailed @ 8" oc Shear Wall Sheathing - 7/S5" OSB (1 si�e} - 10� bo�: nails {a . �23" ) 5"�c edgP-12 "' oc field �;;J� _ _dU� ��I�iZl°C�lOr? - ���� Tl��.i.; i�; R�� �C `-iO_Q �O�TI7 Y'G�"^° �..rt = � . �FK=�S T:� = v . .���>.�'_'S i:O�iC1 :JO"vtTi? �'�'�}� �t7I1� F�'C�' � �i0'"1� ?c�' G- --------------------------------------------- - _ _ _ _----------- - ------- ,S?�C�',r 2 I,1',� � Wa11 � �ua' ?� �;�z�h� - 8 . C� ' t�tial? I�Y�d�h - J . O " ��?�_,� �-,fI�I =2 . "' S��mi�_ Force = ?G plf �dj ���smic rorce = 10� �=� "'abl° �.3�J� , 3 .� W,_nd Fc�rc� _ �6 plf Adj Wi�d ?�o�rce = 6° pi� Section 23��� .� . � SU� #� �11ow Sh?ar - 150 plf __ __ _ Top Plate Connection - 16d Toer�ailed � 8" oc Shear Wall Sheathing - 7/16" JSB �1 sid°) - 10d. bcx na11s (� _ s2�s") �"oc edge-l� " oc f�eld Bot P�ate Connectian - 16d nails @ 8" oc H�l� Down Force Lt = (� . �5kips Rt = d .42kips Ha1d Down Type None Req'd Nane Req'd ------------------------------------------------------------ ----------- 5tory 1 Line A Wall 1 Wall �:eight = 8 . � ' Wall Y�idth = 5 . 0 ' t�all Hf W =1 . 6 Seimic Force - 9b plf Adj SEismic Force = 96 pl� Table 23C5 . 3 _4 Wind Force = 131 p1f Adj Wind Force = 93 p3f Section 2306 .4 . 1 StrJ #1 Al�ow Shear - 150 plf To�p Plate Connection - 16d Taenailed G 8" oc Shear Tn7all Sheathing - 7/1b1° OSB {1 sidej - 1Od box nails (p . 128" � 6"oc edge-�2" oc tield uot Plate ConnectiorE - 5j8"x7" anchor b�lts `� 72T` oc Hold DQwn Force Lt = 0 .55kips Rt = 0 . 81kips Hold Down 'I`ype None Req'd None Req'd CWP Consultan�� WO�D�AD �LAT �Pr� V4 . �) TTrne : 17 :�9 : 04 Fi2e : 3027R2� Date : 03-09-2�12 �UMMARY �F SHEAR WALL AND H�LDDOWN SELECTIONS Story 1 Line A Wall 2 Wal1 He�gh� = 8 . 0 ' Wall Width = 8 . � ' Wall HjW =1 . 4 Seimfc F�rce = 96 pl� Adj Seismic Force = 96 plf Ta�le 2305 . 3 .4 Wind FarcP = 131 plf Adj Wind Force = � 93 p1f Section 23Q6 .4 . 1 SW #? Allow Shear - 150 plf T�p Plate Crnnection - 1�d Toenailed �� 8" oc S1�e�:�-wa11 Sheathing - 7/16�' OSB (1 side� - 10d box nails C0 . 12�" } �"�c edge-12° oc field ��_ _ �ct�� `'C''1?"icC�1Q>? - j!�' "y'z�i d2�.�.�10�� bO�tS � i`-? �� ��C =:�_� '_)OV,'Tl t''�`�^II �.� _ � .2�!:1�� ✓;'� = 0 .4a�'_�S �cl� ���r_ �-,%�e Ncne ����' d ?�"c�r.e Re�' cz 4;�o?�v 1 L-_r1c A �r'�li ? �`:�.i_ 1Y���i'.� = o . O � T/�,`-aa1�_ Trv1�L�� _ � . u ' �`7G�� _ij"Vt' =�J . � �eim�c �'o�c� = 16 y�1T ?��j S°ism�c Farce = �6 plf =ab�e 2305 . 3 .4 Wind �'orce = I31 p1.� ?�dj t�'ind �'�rce - °3 gli Section �2306 .4 . � Sh' �#1-__ _�11ota Shea� - 15a plf Top Plate Cannection - i5d To�nailed � 8" oc SheaV Wal= Sheathing - 7/16" OSB (= �ide) - 14d bax �ails {� . 128") 6"oc edae-22" oc fieid Bot �late Connectio� - 5j8"x7" anchor bolts @ 72" oc Holc1 Down Force Lt = 0 .31kips Rt = 0 . �6kips Hold l�own Type Nfln.� Req' d Non� Req' d -------------- -------- -------—--------- -----------------___________--- Stor�r 1 Line B Wall 1 Wal l ��eight = 8 . 0 ' V�'al I Widt� = 6 . Q ' Wal1 �-i f W =I . 3 Seimic �'�rce = '72 plf Adj Seismic Force = 72 plf Table 2305 .3 _4 W�nd Force = 138 plf Adj Wind Force = 98 plf Sectior� 2306 .4 . Z SW #1 �llow Shear - 15C� �lf Top Plate Connectian - 16c;. Toenailed �� g" oc Shear Wa11 Sheat�.ing - 7/16F1 aSB (l side} - lOd box nails (0 • 128"} 6"oc edge-12" oc field Bot �late Coz�nectiQn - 5/8"x7"' anchar bolts @ 72" oc Hald Down �'arce Lt = 0 . 60kips Rt = 0 . 60kips Hold Dawn Type None Req'd Nor_e Req' d ------------------------------- ---- - ----------—---------------------- C���'A Corlsul t ant s WOO�CAJ QLAT (Pro V� . 01 `I'ime : �7 :49 : 04 File : 3027R28 Date : 03-d9-2012 SUMMARY OF SHEAR WALL �ND HOLL3DCWN SEL�CTIQNS Story 1 Line B Wall 2 Wall Height = 8 . D ' T�Ta11 Width = 9 . Q ' Wall "H/W =0 .9 � Seimic ��rce = 72 plf Aaj Seismic Force = 72 plf Table 2305_3 .4 Wind Force = 138 pIf Adj Wind rorce - 98 p1f Sectian 2306 .4 . 1 � SW #1 A11o�v Shear - 150 p1i Top ?late Connection - 16d Toenaile� « 8" cc Shear Gd�ll Sheathing - 7 f 16" OSB._{l- si�e) - 1.Od box nails t0 _ 1�5��) 6"oc ed�e-12 " ac �?eld Yi�•L ?�c'�2 �J�'_'�I�'C�_' 0�7 - ���;"�%�" w:"1C"-,_r.y- �yv,l {--g ,:� ?2 " OC ._..,_C �70I�:�n h�Y'r,�^� L,L = : . _.�.1;_�;;� _.w. = 0 .�.5y=1;?S �O^'�.r'.'+ iJ�Wil 'T'�''-''� T�jO?`i� ±i�G� � 'V:�__� ?c^µ�.�._ ---------------- -------- ----------------°--°----- --------------------- �t��:i% 1 Lizt2 �". Wo_11 _ Tn�a1i Height = 8 . C' ° WaI� T�7�;���i = _ . . T�fa'_i �r'i�T =2 . 0 Se_mic Fo?�c� = 169 p�� �d� S°; sm_c roY-ce = ��9 plr '�'�ble 230� . ? . _ Wind F�rce = 23� pl� �dj v��i�� �'�rce = 1?� plf Sec�ion 2306 .4 . 1 SW #2 Allowa'-�.�le Shear - 23� pl� _ Top Plat� Con�iection - I�35 cr LPT4 '� 30" oc ��% Stiv onl�r Shear Wall S'�eathing - 7/16" �SB �l sicie) - 1C�ci ''�cx na?ls (0 . 128") 5"oc edge-12 " oc field Bot Plate C�nnectian - 5/�"�7" anc��c�r �olt� � 5�" ac Hold Down Force Lt = 2 . Qlkips Ri = 2 .20kips Hold Down Ty�ae L�SDTHD8 (RJ) 2-2x 16d I.,SDTHD� (RJ} 2-2x 16d Stary 1 Line C �all � Wall Heigh� _ � . 0 ' t��a11 t�'idth = 4 . 0 ' Wall �-i/W =2 . 0 S°imic r^arce = 169 plf ?�dj Seisrnic Force = 169 plf Table 2305 .3 .4 Wind rorc° = 238 plf Adj L�ind Force = 1'7fl plf Sectia� 2305 .4 . 1 SW #2 P_1lowable Sh�dr = 230 p?` T�p Plate Connection - �35 or LPT4 C� 3U" ac � SW only Shear I�3aZl She�thiz�g - 7/16° QSB (1 si�e} - 1�d box nails {C) . 128" ) 6"oc edg�-12" ac field 3ot Plate Connection - 5f8"x7�' anchor bol�s @ 64" oc Hold Dov�n Fflrce L� = 2 .ZUkips Rt = 2 . 01kips Hold Down Type LS�THDB (RJ) 2-2x 16d LSDTH�8 (RJ) 2-2� 16c1 ------------------------------------------------ --------------------- �G�iA Consu'tan}s W�ODCAD QLAT (Pro jI4 . C�; Tirne : 17 :4Q : J4 File : 3C27R�8 Date : Q3-09-2012 SUMMARY OF SHEAR WALL AND HQLDDOI�IN SELECTIONS Story 1 Lin� C Tn�all 3 Wall Height = 9. 0 ' Wall Width = 2 .7 ' Wall HfW =3 . 3 �eimic Fo�ce = 169 plf �d � Seismic Force = 282 plf Table 23�5 . 3 . 4 Wind Force = 238 plf Ad� Wind Force = 17� plf Section 23(36 .4 . 1 �W #3 AI1ow Shear - 340 plf Top Pla'te Connection - A35 or LPT4 @ 20" oc � SW �nl� S?zear Wall Sheathing - 7/16" OSB (Z sid�} - lOd box nails (0 : 128") 4"oc edge-Z2" oc field .�'`�:_%i, L'���° �C7^?2°C�1J'Y� - Slbi����" ctI�C�10� bQ�t.-c ru` 3-��� OC uo,a DotiuTe �����e LT = � . l'k=ps Rt - 2 . 0�.ki�s �O '_�. '�OV.rI1 1Vr� L��t.>L� 1t��.i j �-Gli �':i� i�j�':'^.�i.r,'.. ��v � �-v?� _�t� S�ory _ ._._ne �' in'a i? ? T^7a;I He�ght = � . �J ' tr7G�1 ?tiT_�v17 - �. . 7 ' Wa11 H�W =� . .. SF'"j.C11C �C3l"r.'P = ��i° .�'�1.?- �u✓ �E 1S2TtiC r0�'C° = G82 �.'")ZL ��i��_C �_�!�C .? . � T�7ind Fr�rce = 238 plf A�j Wind Force = 170 plf Se��t_on 2306 .4 . 1 SW #3 Allow Shea� __ 34� p�f _ _ Tap Plate Connection - �35 cr LPT4 � 20 " oc @ SW anly Shear Wall Shea�hi�g - 7/16" O�� {1 side) - 10d box nails {p . 128" ) 4"oc edge-I2° oc =ie1�. �ot Pla�e Connectiax2 - �f 8"�;7" anchor ba?ts � 32" oc Hold Down Force Lt = 2 . 05kips Rt = 2 . 1Ckips Hald ��wn T��e LSDTHD8 (RJ} 2-2a 16d LSDTHD8 (RJ) 2-2x 16d --------------------------—------- ---- --__________--------------___-- CWI� Co�su1 tar�s VdOODCAD �?,�1 (Fro �7� . 0) Time : 17 .49 : 04 File : 3027R28 Date : 03-09-2012 Page: 1 of 7 SUMMARY SHEET SEISM�C DATA: ManuallBC BSF Y-A�is = C .11fl � BSF X-P�is = 0 . 110 Snow ractor = � .250 T�zIND i�ATA: NanualZ�3C �^�'i7�. �X';JO�u1"° - g Win�. Sr�ed = . �> S�ru��ur� = E�~�cl,,j�:7ne-�-�c1 �mp .-��c-.cr = i . �� ,'��,Vi::k U:�t?1°.Tic_'"'1' � 1 t.rJ `� � tO �' Ht (i�; _�zrei tk; Z�, Seis ;^'in:� D� �eis T�`,ind -----__-- � -- � - �2 . 0 3 . � 3 ,� 22e � 3 .3 � . � 8 . 0 - St�ry 2 --------- -- 1 - 25 . 8 2 . 0 3 . 5 27 . 0 2 . 1 4 . � 9.5 - Stoz'y 1- - -- ______________ _- Base Total 5 . 3 6 . 9 5 . 5 8 . 1 C4v'A CoIlSUlvd?='LS Tti'�JD�A� QLAT {r,TO "1T4_ . 4 j Tim� : 17 ;49 : �J4 File : 3Q27R28 Da�e : 03-09-2012 Pa�e : 2 of ? -------a---�^INPUT DATA - Walls Calc Plot Wa1.I Length Wal� Lt Trib R� Dis Dis I7is Ht Shear Holddown �L Span Width Span � {�t) {ft) tft} (ft} {ft) (�t} (xsfi (ft) {�t} tft) W�iI,ZS P��alle� ta Y-Pxis X X Y S�ory 2 ___-- _ __ Line 1 Wall 1 �J . O C . 0 0 . 0 8 . 0 ?2 . 0 12 . 0 �J . O10 1fl . C� 2C� . 0 4 _ Q W�I- 2 0 . 0 fl . 0 ?S . C� 8 . � "'��l . C� 11 . 0 i . 0'� 0 � . C� �D . C� � . � Wai� 3 C� . O 0 . 0 3J . 0 � . t� �7 . � y� . 0 � . ^1Q 4 . �J 20 . Q "��G� . i� , :���:.° � wa1' _ 40 . 0 �C} . � 0 _ C' S . G 2i _ i �'l . �) ., . ��� -� . � 2O . 0 L . � Wa�'���1 � 4� . 0 4� _ �3 25_ Ct � . D � . C. � . 0 �� . ��.�r�'�_0 � . � �� . C? � . 0 +�`�.-�,_ 3 4t� . � �L� . 0 �� . �:� � . � . . C' . : � . �'�.., _ . G 2 . �' �:i . v Storv 1 J...�i� _ T�I�i� � C� . O 'J . 0 O . V Q . C1 7 . �' 7 . '"v' �� . vl'� iO . C) 2 • 0 _ • 0 W�.11 2 O . fl D . � 13 . � 8 . 0 9 . G � . C3 O . C,1C� 4 . 0 -�0 . 0 � . 0 W�11 3 O , U 0 . 0 25 . � 3 . 0 7 . J 7 . � fl . �J10 4 . fl =0 . 0 4 . 0 Wall 4 0 . � �7 , 0 �6 . 0 � . 0 �1_ . 0 11 . 0 0 _ C��O � . � "'_� . 0 �O . C? L�ine 2 �r3a11 1 40 . Q 4� . 0 0 . 0 8 . 0 41 . C7 41 . 0 0 . 010 O . t� 2 . 0 C� . 0 WALLS rarallel to Y-P.�is Y Y X Story 2 Line A Wall 1 0 . 0 0 . 0 O . 0 8 . 0 5 . 0 � . 0 O. OI�J 1Q . 0 8 . 0 � . 0 Vdall 2 0 . 0 0 . 0 10 . d 8 . 0 14 . � 14 . 0 O . U1J S . �J 8 . 0 3 . C� Wall 3 0 . 0 0 . 0 28 . � 8 . 0 12 . 0 12 . 0 0 . �1� 3 . C� � . 0 1� . � Line C tn,Fal I 1 4 7 . C 4 7 . Q 0 . 0 & . 0 4 . 0 4 . 0 C� . O 10 10 . 4 8 . 0 4 . t� t�all 2 47 . 0 47 . 0 8 . 5 8 . 0 4 . 0 4 . 0 0 . �10 4 . � 3 . 0 10 . C� Wall 3 47 . {1 41 . a 18 _ 0 8 . 0 2 . � 2 . 8 0 . 010 1� . a 8 . 0 4 . �� Wa11 4 47 . 0 41 . 0 26 , 0 8 . 0 7 . 0 7 . 0 Q . 010 4 . � 8 . � 4 . 0 Wall 5 47 . p 41 . 0 36 . 5 8 . 0 3 . 0 3 . 0 0 . 010 4 . CJ 8 . C� 1Q . 0 8tory 1 Line A Wall 1 0 . 0 0 . 0 0 , 0 8 . 0 5 . 0 5 . 0 G . U14 10 . {l 10 . 0 5 . C� Wa�?1 2 Q . 0 0 . 0 11 . 0 8 . 0 8 . 0 8 . � G . 010 5 . 0 1{} . 0 5 . � t�all 3 � . 0 0 . 0 24 . 0 6 , 0 5 . � 9 , (� 0 . 010 5 . 0 10 . 0 10 . +� Line B Wall 1 2� . 0 2� . 0 22 . 0 8 . 4 6 . 0 6 . � O . OIO d . 0 20 . 0 0 . 0 V�Ta11 2 2{? . � 20 . 0 31 . 0 8 . 0 9. 0 9 . 0 O . C10 O . a 20 , 0 O . CI L3ne C Wa1l 1 4?_ 0 47 . 0 0 . � 8 . 0 4 . C} 4 . 0 O . D1J 1Q . � 4 . 0 5 . � WaII 2 47 . � 47 . D 9. 0 S . 0 � . 0 4 . Q O . QiQ � . � 4 . 0 lo . o wal� 3 ��. o �� . a sa . o � . a a . 7 � . � o . o�o �o . o �a , c> 16 . 0 -..__- --__. - __._ _ _.._ __ ___ _ __ _ __ __ �tti?� Consuitants Y�10���P,D Q7�PT (�ro V� . �J} T.�.me _ 17 :49 : 04 File: 3027R28 Date : 43-Q9-2012 Pa�e : 3 of 7 ----- - INPUT DAT1� - Wal 1 s Ca1.c Plot Wa11 Length Wall Lt Trib Rt Dis Dis Dzs Ht Shear Ho2dtt�..own. DL Span Width Span �f�} (ft} �ft) {ft} {ft} 4 �ft> {Ksf) {ft) ;ft} (ft) WALLS �arallel to X-Axis � Y X VE1a11 4 4'7 . 0 41 . Q 37 . 3 9 . 0 2 . 7 2 . � £} . U1L 16 . 0 �� . 0 10 . 0 __ __ _ CG1A Consultants WO�DCPJ QLAT �Pro v� . �) Titne : 17 :49 : a5 File : 3027R28 D�.te : 03-09-2012 Dage : 4 af 7 =___- -- --------INPUT I3ATA - Diaphragms Bui1d Dead Part Li�re Start Cant Ext Wind Winc Dimen Load Loa� Load Dia Dia Wall �oad Uplift (ft} (I�sf} (Ksf) (Ksf) (ft} {Ksf} {kl�} (ksf) � � LINES Parallel �o Y-Axis P.00f Level Lines � 2 47 . 0 � O�i� _-�.00� fl . C�00 U . 0 O , fl10 � . �85 O . C�O1 �evel 1 L�n.es 1 2 �7 . L � . ��C', ���.�OC�C C� . O�G 0 . 0 C . �10 �1 . 08� D . CC�O :��2v'�S ��,'�.11e= to �.-Axic Rooi �eve'_ 'L'1i7-G'S a; �` 4� . '� �I . l%1��1 f.�i , L`�}�` U . CivJ t� . v '�E . U�ii '7 . i�c� � . �r�_ LeZie� 1 L��ies 'ri' � �L� . ? 0 . `�i �: � . ^��0 U . 00C� �� . G v . �1il � . �80 �.) . Ci�G �;�nes B C �t . 0 0 . ���^ C . 0��� 0 . �G�� �t . �t ��; 0 . 0?0 � . J�� �3 . OGD CV��A Cansu?��rts Tn700D^AD ���`I' {Pro tJ4 . 0 j Time : 17 :49 . 05 File: 3�J27P28 Date : Q3-�J9-2012 Page : 5 cf 7 ^OUTPUT �ATA - Shear Walls �rad Holddown Forces Line Shear Wa11 Shear H Drag Force Holddowr�s CSeis �ind CSeis Wind --- Lt Rt Left Rght (k} (�) �(3�1f) # (klf} ## w (K} (K? (K} (K1 WALLS Parallel to Y-Axis Story 2 Redundancy Factor 1 . 00 Ln I 1 . 6 1 . ? ___ Wall 1 O . C}�0 � . 04� � . 7 0 , 0 Q _ C� -- -- Wal1 2 � . ���d4 0 .�042 0 . ? 0 . G 0 . �� -- - v��ll � � . cE��� o . a�� u . � � . o c . � -- -- l . � ? _1._ L � • �d�l � C� _ v=�� � . ��� �J . ''� � . U � . � - - -- Y v U�i 7 � . l..'`�'� J . lI J G� 1 . �� Q . � 4✓� . -_ �_ _ _ �'c:.�`� 1 .� � . �'?y ti ti . �5��' � . 1 '� . � L � _ _ - - :��C,-�-v _ R.°;'�ai<�d'"?:'V _ r_�tC>� .� . �� L°� 1LL ? . 5 3 . 5- �ri��1_ W � . 077 0 . 102 1 . 1 G . C? 0 . � -- -- W�.1� 2 fl . 077 0 . 1�2 0 . 9 {} . � O . C� -- -- Wal2 3 C3 . 077 � . 1fl2 1 . 1 t� . 0 0 . 0 -- - - _ _ Tnall 4 Q . �77 0 . �02 0 . 7 4 . b 0 . � --_ _ -- Ln 2 2 . 6 3 . 5 5rdall 1 C . 064 U . fl84 0 . 2 0 . 0 (l . 2 -- -- taALLS Parallel to Y-A�is Story 2 Redu�dancy Factor 1 . �G Ln A 1 . 7 2 . D �tiall 1 4 . 053 0 . t}E4 1 . 6 0 . 0 0 _ Q -- -- �vall 2 O . C�53 � . C}64 0 .6 � _ 0 � _ J -- -- wall 3 0 . 0�� a . o�� o . � a . o o . o -- - - LI7 C i .7 � . 0 Wall 1 0 . 079 0 . 0°6 2 . � O . �J C7 . Q -- -- T�?all 2 O . d79 0 . 0°6 2 . 0 O . Q O . Q -- -- V�all 3 0 . 079 0 . 0�6 2 . 9* � . 0 0 . 0 -- -- 43a11 4 0 . 079 {l . 0�6 1 . 1 0 .3 0 . Q -- -- Wal1 � C7 . 079 0 . 096 2 .7* 0 . 0 0 . 0 -- -- Story 1 Redundancy Factor 1 . 00 Ln. A 2 . 1 2 .9 Wall 1 0 . 096 0 .131 1 . 6 0 . 0 0 . 0 -- -- Wall 2 0 . 096 0 . 131 1 . 0 O . 0 � . 0 -- -- Wa1I 3 0 . 096 0 . 1s1 Q . 9 0 . 0 U . 0 -- -- Ln B 1 . 1 2 . 1. Wall 1 Q , 072 0 . 138 1 . 3 l . I Q . 6 -- -- W,�11 2 0 . 072 0 . 138 0 . 9 C� . 3 0 . 0 -- -- Ln C 2 . 3 3 . 2 �iall 1 4 . 169 0 .233 2 . 0 0 . 0 � .2 2 . 0 2 .2 Wa11 2 a . 169 0 , 238 2 . 0 4 . 0 � .3 2 _2 2 _ 0 W�11 3 0 . 159 0 . 238 3 . 3* 0 . � 0 .3 2 . 1 2 . 0 Wa1i 4 0 . 169 � .238 3 . 3* D . 0 O . Q 2 . �J 2 . 1 CV�'A Const;ltant� WOQDCAD QL�kT (Prc V� . 0} Time : 17 :49 : 05 �`ile : 3027R28 Date : 03-09-2fl12 Page: 6 c�f ? nUTPUT DATA - Shear t�]alls and^Holddown Forces Line Shear Wall Shear H �rag Force Holddo��rns CSeis Wind CSeis �rtind --- Lt Rt Left Rght (k} (k) (klf) # fklf) ## W {K) (K) (Yl tK) WAZ,LS Parallel to X-Axis S-Support requirea beneath holddown t�i-i�an.aul in�ut of holddawn � F��� SW Selection. �djust Seism�c �#For SW SPlectic�� Adjust L%aiiz� ;.��i' FI`� a `='��12 2?05 .3 . � ��?i��� Val�� per ::?05 .4 . 1 CWfi. Corasu l��.nt s ���JGD�AD �>LAT (Pro V4 . �� Ti�A : 37 :4� . 05 �i1e : 3C727R�8 Date : 03-�JQ-2a12 Page : 7 c;f 7 --------------- OUTPUT DATA - Diaphragms and �horc: Forc�s H Dia Laad �eisrnic Shear T�;ind �hear Chord Force --- Seismic Tn7ind Left Right Left Right Max at � W {Kips) {Kips} �Klf) {�lf? (Klf) {Klf) (Kip} .xxT' - - --------- LINES Parallel to Y-�is Roof Leve1 Lines 1 2 fl . 9 3 . 21 3 .4Q Q . 03 -0..03 _ _ 0 . 04 -0 . (34 C} . 4 . 50 Level 1 Z��nes 1 2 0 . 9 2 . �5 3 . �� 4 . �2 -�J . �2 � . 04 -C3 . 44 0 . 4 . 5U �:111�� _ :_?:����'_ �o �:-�'�i� ' �a��f :�e,-=1 :.��:1°� .i� t_, :i ..! 3 . ,5 i 3 . i.`�i t.ri , ,�`i^ -�) . r�G L , r:1 -`�} . C'.��' 0 . .. . �v '_l�',J.G,._ 1 �:'���s �� B 0 . 5 u . 91 1 . I5 0 . G1 -C' . �'�_ �� . �J2 -�� . �? 0 . � _ �;; ��nes � � Q . 7 i . 23 2 . �3 0 . �� -� . �2 O . C�?� -C . 03 0 . � . ��7