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3357 Lateral Load Analysis
C'd4':�C'�T'�SLTI,TAIti``I°S, P.S. STRUCTURAL ENCzI?vrEERIIv�G $UT1,�ITti'Ci�t)L?E CC7NSIJLTA?�'TS � 86%SE.C:�-a��a�'Rc�a�.F'c�ztOrc!iar�, u`A 9�;t�i (36C1�S'i-�4�� Fp�: (36�}b;'i->&3�E-N1ail:i;}iuckt��%�cu�-acc�nsultants.net �ate��a; ��a� �`�n�ly5i5 O�fy -Far: �'ian 3357 t �'e,f���O�� rr3�u5ir�� c�l�t c��,c,'� 5e;�mic De�i�n ���� (E�ulvalert �orce) i'''1h'�C';�:�-!'`° "at,i it' �•;-� �,� r.!i::. 1.� ._ ", ,.L7�� `J!`,,.. �'i 3�'�� "� � a �,�� [',���, i.��,c� d1 �r« � �ei�.^i�- ���iV vat,°��nr, D =Or;,E ~'Fe',i6tih� .�,�,'��yo�-; 's�til`�� `w{^°.'-��I°Vt��;�iy �;�� , �a�F� .. _��, 11.�x, �.1"y �:: �.11C) `;=,�C; j:; t%.'.". �!%JV j Wi�d Data (5im�[ified i��ietl�od, 10 p�f mir� con�ral� de5ign} cx�i�5�.ir-e ��� �°d'i�-:d ���eed :�� mpn �;3 �P;,� �y�tiPH �l�`If Verticai Lo�dy �`'s�r,v�.<t �iv^'?t"L�c�,7� G{-i:) '�✓i� � ���, �4 '! ���r� �f i 0��'J L.OcsC? �.`.{.�'' �1:a i ,-% } y�." �. .. -� '�`� J�&73,�C�,C,��, July�,? ?C��2 �C'ru€tt��-�'�,,c�, �� �,�, � � .,..,, '�S:i t Ul�,j A�. � -� .� � Ir� ��� �� 4,� _ �--- � � TE�iS de�ign h�5 been rev�iewed by m� �nd it i5 in fuf( c�mpliance with t1�e 20Q� Internation�l �uilding Code. ; __ ,_._�_�_ _4.,. . � fi 9 i Z:.� . .. . ,.,.a. ... :../ LJ�•'--'----"-'•."`-"- f', � ���,��$ '��,� �'��,S�;ti �,i���/(� _ .`t; �� '�Ji�p�"" � .. ..r. z 4', � —'E/ — Kl' ?'1 �r ��,r�!� C��'P~ PY Yi �.������ }J r/,���'"`tiv . �I ��"� �; .:� �""...".,,,,. ....,.,.m.� � > �S` "f�>• ,,��` ...,� � l�� � ���, �!�' � ���� 47 t�R� ��� , �4�;. ` �r+'*a� ��� ..� r�t�„ t�t.�A C'- � � ��� � �H � ��� �+�� � ��� '''� uu t� � � � { y �`" �r —' ' '—P � ''� s� � � . 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V� m, G� : 19 : 55 ��1e : 3357 �lm� . �a�e : v7-27-2�i2 �TTMtv:r,.RY Gr SH:�'AR W_A.LL AND HOL�D�Uv 3 S�,LECT=ONS S�ori% 2 L�ne l T�'all ? w'ail Heig�t = � . � ' �r�a11 �I�d��� =25 . � ' t��.�ll HjT�1 =0 . 3 S�imic Porce = 57 plf Aclj Se�smic F�.�ce = �7 plf �able 2305 . 3 . 4 Tr�lnd F�r^e - 88 pli Adj W�n� �'orce = �3 p1f S�ction 2306 . 4 . 1 , SW #1 Allow Shear - 15� �1� T�� P1a�° Ccnnection - 16� Ta°n�z�ea �' 8" oc ��°_dI" GvT�i! �i2°d�}71t1C� - �f Z��t C%�� t� S1C�F'� - ��'�� l�GX r_dl '�S ��7 . �2�1P ') �"OC �C1gE-12 �� OC ��2�Q ���t xl��a Connecti�n - 16d ��ai a s ��z � " �� `r.cl� t�o�ran Fcrc� Lt =-0 . 03)�?ps Rt =-0 . 03}�i��s �old �ocn3n T�-pe None F,e�'cz Noi�e �ea' d - -- ---------- ------- ------ ---- ------ ------------------------------- -- - Stor1� 2 Line l i�all 2 T��all �eight = 0 . 0 ' v�lall Wid`� _ � _ � ' �':�ll �;/W =� . 0 Se-_mic Force = 57 plf Adj Seism;c ���-^� = 5; �>;r �abl� �3 G5 . 3 . _ �ind r^orce = 8� plf Ac3.j t�i�i,�d For�r = 53 �If Sect�or_ L�05 .4 . � SW #i �llow Shear - 15C� p?i '.�op F1atQ Conr?ection - 16d Toe_z�ile� rw g" oc S'_�ea>� Cn'�_1� Sheathing - 7j16" �JS� {1 si��) - ?Od �ox nai?s (0 . �2�° } 5"OC �C1JE'_-12 °1 OC �1�'l� Bot Plate Connectian - 1Gd nails �I� 8 " e3c Hold Down Force Lt =-O . ��kips Rt =-0 . 05k��s Hold Dow�� Ty-pe None �eq' d Ncne Req'd -- ------------------ ------ -------------------------------------------- Story 2 Lir�e 2 Wall i Wall Height = 8 . 0 ' Wal1 �idth =14 . 0 ' Wa11 :�jW =O . 0 Seimic Force = 64 p1f Adj Seisrnic Ft�rce = 64 plf Tab1e �30� . 3 . ? t�ind Farce = °� plf Adj t�'i�d Force = 70 pl= Sec�.i�n ��06 . � . � Stia �1 Al1ow Shear - 150 plf Top Flate �or�nection - 16d T�e�ai'1ed @ S" oc Shear Wa1I Sheathing - 7/16° 05B (1 side) - lfld bo� nails (0 . 128" j 6"oc edge-12° oc fielci Bot Plate Connectian - 16d nails @ 8 " oc Hold Down Force Lt = 0 _ 38kips Rt = 0 . 38kips �'old Down Type None Req' d None Req'd -----------------------------------__------------------------------- -- - `1tiT, .�. ��I7Stll�c,..?"`_tS ��C�ODC`nD QT�'i ;�?,-� ",T� . '�i; Tim� . �9 : 19 : 5� File : 3357 D��e : 07-27-2012 SUMNtARY O? SH�'�R WALL fiTvD HO�:�D�WN S�LECTTONS S�ory 2 Lsne 2 Wal� 2 Wa�� Heiaht = 8 . � ' Wal1 Width = 6 . � ' G1all H/W =1 . 3 Sei�ic Force = 54 plf ?��j Seismic Force = 64 plf Tab?e 23CF .3 . 4 Wi�?d �`orcn = 9� plf Adj I�kind Force = 70 plf Sectior! �306 . 4 . 1 �Va �1 �llow Shear - 1�0 pli `�O�i L-'i.��� COZ"'��l�C�lOI1 - �v� TO�i1d1�?CZ L 3°t OC �l�ear Wal l Sn�athin� - 7%15" OS� (1 siae) - 10d box n�i?s {C� . 12 8" ) 6�'oc �dge-12" oc fi��d �c� Plate Connection - 16d �a�1� �� 8'" uc noi�� ��.�v,�n �'orce �� - � . ~=:�-i�s R� - 0 . 61ki�s �±oid ��wn �'��e ?�3�n� Re�' d Ncne Req ' � �t��v 2 Lir�e 2 W��1 3 tr;.��l He:ighL = 8 . 0 ' G+Iall Wi�i.h =10 . 0 ' t+��ll H�tn1 =Q . 8 ;�inlic F�rce = 64 pyf ?��j �eismic Farce = 5� plf Ta��e 2��� . 3 . � �rv'ind Force = 98 plf Ad� [�Iind �'orce = 70 p1� Se�,�ion 23C6 . 4 . I SW #� Al1�w Sne�r - 150 plf '�'o� Fla�e Connec�ion - �6� `�oenailed @ 8" oc S:�ear T�tia�.l Sneathing - ?/15" OSB (1 side) - lOd box nails {� . 12� " ; 6"oc edge-12 " oc fiel� Bot Plate Co���ectio-� - i6� n�iis � 8" oc �old �own �'orce I.3t = 0 . 41kips Rv = 4 . 3�kips Hold Do�� T,YTpe None Rect' d Noz�.e Re�' d - - - -- -- -------- ----------- ------------ ---- - -- -- -------------- - - - ---- -- S�ory 1 Line _ Wal1 1 W�I� Heignt = 8 . 0 ' Wall Width = 8 _ 0 ' Wall HJW =1 . 0 Seimic FarcP = l02 pl� �ct� Seismic Force = 102 plf Ta�:le 23Q5 . 3 .4 ti�Iind F�rce = ?72 pl� Adj Wind Force = 123 �l�` Sec�ion 23v"o .4 . 1 SW #1 Allow Shear - 150 plf T�p �1ate Connection - 15d Toenailed @ 8" oc Shear w'aIl S�zeathing - 7�1G" O�B {1 side) - 10d bo� n�.ils (0 , i2g") 6"oc edge-12 " oc field Bot Plate Connection - 5/8"'x7" �nchor bolts C 72 " oc Hold Down Force Lt = 1 . 1�kips Pt = 1 . 13kips Hold �own Ty�e LSDTHD8 (RJ) 2-2x 16d LSDTHDS (RJ) 2-2x 16d - ---- ---- --- -- --- --- ------- - - ----------------------- --------- --------- CGi�A �'onsul t�n�s WOOD�AL ��r'� ;P?�a V 4 , �F; Time . 09 . _9 . 55 F?le . ��57 Dat° : 07-27-2012 SUMNL�RY Cr S�EPR VvA�.�, �L� �GLL��GWI�T SEL��C�'IC?LS S�Or�T 1 Lirie _ Wal l 2 taall xeigh� = s . � ' Wa1I W��th =15 . 0 � wa�l N/UT =0 . 5 Seimic Forc� = 1�J2 ul� Adj Se�sr�_ic r�rce = 102 �lf Ta}�le 23Ca5 . ?, . � T��ind Force = 17� pl� Adj Wind F�rce = 123 plf Se�tio�. 23�5 .4 . 1 Sw #1 .�l�ow S?-�ea� - l�v� p� L � � Tvp Pia�� Con�ecti��i - i5d To°r�ai ecz G 8" o� Srl4-^aY' Vi�ai� �h�'atY'�_I"i� - i��1ris r�C� �1. S���j - �J� bGX i?dl�� ((1' . 1 ��,` �! 1 ZJ��C�C C�Q.C�`�-�L�� OC i�E�� BO�. P�?t2 CO_^_i?C�iGI1 - ��� ��x�%" ��?Ca'"1C>l bU�tS @ 72 �` C�C H�id Dow�� F°orc� �,r = 0 . �2kip� Rt = 0 . 8:kips nold vo�ln '1'�y�e '�o��� neq" � �von� Req' d -- - ---- -- -------- -- -- - ----- - - -- - --- --- - --- ----- -- ----- ----- - - - ----- -- - ��cr'.v 1 L�«e _ ��ayl 3 t�'a�1 H�i�ht = � . 0 ' "v��ll �a���dth = 8 . � ' W�i i ��/W =1 . 0 Se�mic For�` _ "�r,? N�� I�d�i Seisrn�c For�° = 102 plf �'ab1P 23g5 . � . 4 Wi�d F�rce = ?7� pl� Ad.j t�?��?d Force = 123 plf Sect�o�? 2306 . � . � Sv� �l Allova Sheay� - 150 �l� Top Pia�e C�nnecticn - 16d Toenailed �� 8 �' oc Shear �'all Sheat.hi.n� - 7j16" OS� (1 s�dU) - Ind box nai?s (0 . �28" i 6 °0�. edge-12 " oc �ield Bo� Pla�Q C�z�n�ction - 5J8"�.7" a��chcr nolts u '72 " oc Hold Down Force Lt = 1 . 09kips Rt = 1 . �J9}�ips Hold L3o�=n ?'ype LS�THD8 (R�) 2-2�; 16d LSDTHD8 {RJ7 2-2x lbd -------- --------------------------- - -- --------- - - -------- --- --------- S�orv 1 L�n� 2 TnIa11 1 Wal�+ xe;a'r��. _ � . o � ��a11 I���dth =35 . 5 � t�all H/w =o . 2 Seimic F�rce = 86 p1= Adj Seismic Force = 86 pl� Ta:�Ze 2305 . 3 . 4 W?nd F�rce = lA6 pl� .Aaj W:�nd Force = 10-� plz S�ction 2306 .4 . 1 SW �1 Allow Shear - 150 plf To� Plat� Cannection - 16d Toena�led @ o" oc Shear Wa?1 ShEathing - 7/16" OSB (1 side? - lOd box nails {p . 328" } 6'"oc edge-12F' oc field Boz Plate Connect�on - 5/8"x7" anchor bolts � 72 " oc �old �own Force Lt = 0 . 55kips Rt = 0 . 59ki�s Hold Dov�Jn Type I��c�ne Req' d None Req' d C�'A r"� , ' r rv8 WOOI�CT�D �'��,_ (?rp �T: nl ���sa_ �: Tirrte . �J° : 19 : �� riie : �=�7 Da�� : i�7-27-20�2 SUMi`�LARY OF' SH:�rR �+7z1LL n�ND HJi�DDOV�N �.ELECTIONS Story 2 Line A Wall 1 Vv�all Height = 8 . 0 ' Wal� Width = 7 . 3 ' �1�i1 r/W =1 . 1 Seimic Force = 50 plf Adj Seismic ForcP = �0 plf ';'ab?� 2��5 . 3 . 4 W�.nd Force = f 55 pl f Adj V�'i��d Force - �7 pl f �e��ion 2�0� . � , � SW #1 �Zl�w ����ar - �50 �l� !op P1��e Cor�rlection - �n� �o�nazled �� g" oc Sl�ear Wail Shea�}�ing - 7�16" QSB (1 side) - ��d �ox rai�s ((� . 12a" ) 6"�c edge-12 " oc ii��d �ot Plate Cannec�ian - 1nd nails tiu g�, oc _Icl� �c�cti�n �orce L� =-O . CS}�ips �:� =-C� . O�i�ips =ol�� �7c��.an !'�pe No?�� Re�' d None �e:�; ' d — - ------- --- - --- --- -- - - - - - -- - - --------- - - - ---- -- -- --— - --- ------- - - =`;�='�% 2 Liri� A th'�l l 2 t�.a�i H�_G?.L = S . � ' Wall Width - 5 , � ' kc_11 �/[ti =1 . 5 Se�mic Fc?�ve = 50 pl� Adj Saismic Foice = '��J nlr "'a�le 23�� . 3 . � i���nd �'oyce - 65 �lf Adj Wind rorce - �7 pli Section 23C�6 . �- . 1 �W #E�? All�� SheaY - 150 plf '�'�� F1aL� C�nnection - I6d Taenailed �� 8" oc �hear Wa?1 Sheathing - 7f16" OSB i� side? - 1�d box nails �0 . 128" } r "oc edge-�2" oc �_�ld Bot Plate Con�ect�on - 3.5� nails G 8" oc �old Dou7r� Force Lt = O . O�ki�s Rt = 0 . 09kips uU1� �o�7n Type None Req'd None Rec�' d 5tar�T � Line A Wall 3 Wall Height = 8 . 0 ' ��tal1 Width = '� . 5 ' Wall H/T�T =1 . 8 Seimic Force = 50 pl� �dj Seisrr�ic Fozce = 50 plf Ta�le 2305 . 3 . 4 Win� Farcp = 65 pl� Adj W�rld rorce = �7 �lf Section 23��6 .� . 1 SW +l Allow Shear - 150 p1f To� Plate Conr�ec�ion - 16d Toena�ler.� G 8" oc Shear Wall Sheathing - 7J16" OSB (1 �ide� - l�d box nails (0 . 128" ) 5"oc ed�e-12" oc fielu Bot Plate Cannectian - 16d nails @ 8" �c �-iold Down Force Lt = 0 . 2Fkips Rt = 0 . 30kips Hold Dawn Type None Req'd None Req' d ----------------- ---- --- ----------------------------------- - ---------- :'t�7� i:.�.�su��a�ts iNO�;���iD Q:�AT` +;T�'�o V4 . �:�i Tir��e . �9 : 19 : �5 ��_.. . 335'7 �a�e : 07-27-2�12 S?.IMNL��Y �i SHEAF. Vv�ALL '�...�TD :t'i0`�D�U'WN SELEC'T'ICI�;S St�ry 2 Lir�e A WaII 4 ��Td? 1 �;e��r� = b . p ' Wall T�7idth = 4 . 5 ' Wall H/W =1 . 8 Seim�c �orce = 5C� plf Adj �eismic Force = �0 plf Tab�e 23t?5 . 3 . 4 Wind Fcrc� = 65 1�1f Aa�i Wind Force =r 47 �lf Sectxon 2306 .4 . � S�v �� �� �.�w �heaY- - 15J pl� i'p�J �_c.�° C�^:'iE'Ci.1�'�,Z1 - 1��. �'O°:�1Z�C3 L, � `� O� �'_�eu�� G�'��- �12ea�:�in� - 7/1F`� OSB (1 s� �.�; - 10� box nails (0 . 128" ) 6"�c edge-12" c�c fielcl ti(�I�, F-',�i G.��..v #.-'�l�2"�G;.1.�-�',J_1. - i�� 11 a 1�il �.( O' 1 f O l.. :���d Do�� �'o?�ce L,= = 0 . ��kips Z� _ � . 2�kips ��_;1�� Do�-n TZ,�e IJc�ne Req' d None keq' ct ----- ---- --- ---- -- - - - - - - - - - - - - - --- - —-- --- -- - - - - - ---- - - - -- --- -- ----- - Story � ��n� � ��a:�1 5 Wall i�ight = 8 . C� ' Wall G;i���2 = � . � ' I�Ia1I �J[n� _� . � S��.mi� Fcrce = 5� plf Adj S�iSm_c ?crc� = 50 plf Table 23Q5 . 3 .4 t�7i?za �o�-ce = 55 plf Adj Vv'ind F�_ce = 4'7 plf Sectioza 23�6 . � . ' SW �*1 Al i ow Shear - l�t� pif Top Plate C_n?Znect?on - 16u Toenai�ed �a� 8 " oc Shear Wall Sheat�ing - 7/16" t�SB (1 sid�) - �Od� bo� nails (,J . 128" ) 6°'oc e��ge-12 '° o� fi�Id B�t Plate Conz�ec�ion - 16� r��.i±s � 8" �c Hold Down rorce LU = +� . 17k�ps Rt = 0 . 17kips H�ld Down Type N�ne Req'd None RPq' � ------ ----------- -------- -- - - -- ---------- -- -- - -- -- ----------- -- -----_ Utp,-�- 2 Line A �'aIl E W�11 Height = 8 . 0 ' �n�all Wid�h = 8 . 2 ' �vall H/W =1 . 0 Seimic Force = �0 plf Adj Seisnlic Horce = 50 plf Ta�le 23G5 . 3 . � Wind Force = 55 plf Adj ��'i.nd Force = 47 plf Secri�n �306 .4 . 1 SV1 �l A.11�w Shear - 150 p1f Top Plate Connect?on - 16d Toenailed �� 8° oc Shear Wa�.l She�thing - 7/16" OSB (1 side) - lOd nox nails (b . 128" ) 6"oc edge-12 " oc field Bot Plate Con.nection - 16a nails C S" oc Hald Down Force Lt =-C� . 12ki�s Rt =-d . l2kips �Icld �own Type N�ne Req' d None Req' d ------------------ --- --- -- -- -------------- -------- --- --------- -------- �-,� ^-„-,�- ' L ��vOODC�D ��'T' lP�'o V4 . C?'r v�__ �����a_ an�� �T __��e . �� . i° , �5 F�1e . 33:�7 �`ate . 07-2';-;�'v�12 �L`I�N'i�RY ��r SHEAR WALL, AND Ha��DD�WN S�L�CTI��I�TS Story 2 Line A Wa11 7 Gv'a�� Heig�t = 8 . 0 ' Wa11 Width = 3 . 0 ' Wall �?iW =2 . �7 �eim�r Fo��ce = 50 plf Adj :��ismic F'orce = 6`i pIf mable 23�5 . 3 . 4 � iti�r.d Force = 65 �li Adj Wind. i o�ce = �7 plf Section 2306 . '-'_ . 1 �"v3 #? Allow S��ear - ?50 pli '?'��� Plate C�nr��cti�n - 1�:� Toe?:a=�ed ;� �" oc Shear ��all Shea�hing - ?���'" CS� �1 �; de} - 1Od box z�a:�ls (0 . 12�" ) �°oc edge-12 " oc i�eld �Oi. pZdv� �:'�-?I7I7�'C�1GI7 - Z�� Ii�3�S _. � et OC H�_d Dvwi� �`orc� Lt - 0 . ��k^-rs R� _ � . 29k?ps _-i�`ld DOV�"_7 `i'YP2 NOI�?P nPC? ' C.�"' TlTCI1° R°C ' t� - -- -- ---- --- -------- -- -- - -- -- --- - - ---- -- -- --- - - --- ---- - - - - -- -------- - - s�or�,� 2 L�ne c W�li 1 ��a11 �eigl�t = 8 . G ' i�7a1� i�idt�: = 4 . 0 ' �{J��� =±/vJ =2 . 0 Seir�ic Farce = 6D �1� Adj �.e,_smic Fc~�ce = 6� �1� Ta;�1e 230� . 3 . � Gvind Forc° = 78 pl` Adj W--nd Fcrc� = 56 �Ii Sectio� 2305 .� . 1 St� �1 Allow S�-iear - ��� z�lf !op rlate Connection - � 6d 'Toenaile� +� 8" �c Sl>ear Wall She�thir!g - 7/, 6" OSS ;1 siae} - �Od �ox r�ai�.s �0 . 128° � 6"GC ed�a-i2 " OC �i�1d B�t Plate Conn�ction - �5� nails ��� 8° oc Hold Down F`or�e Lt = 0 . 32kips Rt = 0 . 32kips Ho?d Dawn Type None Req'd None �eq' d --------------------- ---------------------------------------------- - Sto��y 2 L��e C W�11 2 Wall Height = 8 . 0 ' Wa�!1 Wi�tn = 8 . 7 ' Wall ��/W =0 . 9 Seimic Force = 60 �lf Adj SEismic rorce = 50 plf T,�b�e 23fl5 . 3 . 4 V��ind rorce - 78 plf A�j Wi�� For�.� _ �o Flf Section �306 .4 . 1 ST� #1 Allow Shear - 150 plf To� Plate Cornection - 16d To�nailed � 8" oc Shear Wall Sheath�ng - 7/1'a" OSB (1 side) - 10d box nails (0 . 12�") 6"oc edge-12 ° oc field B:�t Plate Connection. - 15d nazls @ 3" oc Hold Down Force Lt =-0 . 05ki�s Rt =-0 . 05kips Hold Down Typ� None Req' d None Req' d - -- -------------------------------------- ---- -- -- --------------------- CGd� C:OI1S;.1i�3i=�S WOODL_.A� j%���! ��'�O � _ . �^) "'�me . C9 : 19 :�5 File : 33�7 �iate : 07-2"1-2012 S'v''MI��i' C�'^SHEAR VIALL AND HOi�D�OWN SELECI�QNS Storv 2 Line C Wall 3 �c.11y Hei�ht = 8 . fl ' Wall Wi�t�7 = 3 .4 ' Ch'��l H�W =� .4 Se�mic Fo��ce = 6� pl� Adj Seismic rorce = 71 pif Table 23D5 . � .� I�'i�d Fowce = 7R r�lf A.�j �T���nd Forc� = 56 plf S�ctior� 2�U5 . 4 . 1 �W �1 '�liow She�r - 15� �1` Tc�� Plate C�rr�ection - 1.�d T���r�di�.ed ��� 8" oc ;�i1c�?" �ti��.�� ��1E'c�t�1�:� - 7�f:i�1f v�'� �� 51�.'�.E� - 1�C� bCX ?"1^.1�5 �v . Z?�,' �� � 6"oc ed�e-I2 " oc f; �id Bot. F=ate CoF�nec�i�� - 16d ?�ail�s ��� 8 " �c �T���d �o�an Fo��ce T�t = 0 . 3�kips Rt = 0 . 35k�.ps �o�.: � �����r� T��� No�e ��� ' d N�r=e Req' d - -- ------ - — - - ------ --- -- - - -- --- ------- ------------------- -- - - ------- - S��rv 2 Line C W�11 4 t<<.al1LL T�ei�ht = 8 . C� ' �Ia�� Wi�tn = 3 .4 ' Wall H/W =2 . 4 Seim�c Ferce - 6C, �lf �uj Spis�nic �or�e = '71 plf T�b�e 23�� , 3 . � r��nd �crc� = 7�3 plf ?�dj �Ii�d Force = 56 pl= Section 23Jr . 4 . 1 Stv �2 �11:7w Shear - 15 D pl� Top Pl�t� Cor�ect�o� - �6d Toenailed @ 8E' c�c Shear W��� Si�eat���g - 7/�5" �J�B (1 sid2) - 10d box_ nails {G . 128 " } 5"oc edge-12'� oc �ield Bot Pla�e Connection - 15c7 nails G g" ac Hold �o�,7n Farce Lt = 0 . 36kips Rt = 0 . 36kips Hoid Dcv�rn T}Tpe Nane Req' d None Req' d --- - --------- -- ---------------------------------- -- ------ - - - - ------- -- S LOrY 2 Line C 6ti7all 5 Wal± �'eight = 8 . �� ' t�Ial1 Width = 3 . 5 ' Wall H!W =2 . 3 Seim?c ForcP = 60 pl� Adj 6eismic Force = 69 plf Table 2305 . 3 .4 Wind Force = 78 pli A�j T�rind Force = 56 �lf Sectzon 2sOb .4 . l SW #1 Allow Shear - 15� glf To� Plate Con7�ection - 16d Toenailed � 8" oc Shear T�3a11 Sheathing - 7/16" OSB (1 side) - 1�Jd bax nails (0 . 128" ) 6'�oc �dge-12 " oc field Bot P�ate Cannec�.ior� - 16d nails @ 8" oc Hold �own Forc� Lt = 0 . 35kips Rt = J . 35kips Hcld �own Type None Req' d Na?�e Req' d ---- --- -- ----------- --------------------------------------------- --- -- C�r�� Cor.su���.7�.� WOO�CT�� ��,hT tP��o '�'� . '` T�m� . �i� : �: � 5� Fil� : 3?�7 D��e . Oi-27-2^�2 S JMMARY �F S�EP� VdnL� ;.1LTD HOLDD:�WN S�LE C'�I�i�S S�ory � 2 �ine C Wall r Wall Height = 8 . 0 ' Wal� i�iidth = 4 . 7 ' Wal1 H/I�� =1 . ? Seim��c F�rce = 50 p1f Adj S�ismic �'c�rc� = 50 plf Table 23C�5 . 3 . 4 Tjdind Forc� _ ��8 p�f Adj T�Iind FarcP = 55 p1f Secti,�.� 23Q5 . 4 . 1 SG�' #I P1?ow Srear - � 50 pl� Top Pia�e Cannect-on - 16d To�n�i?ed @ g �� cc Shear Gdal� Shea��i�ng - 7J�16" �S� (1 s��e) - lOd bax nails (� . 128" ) 6"oc edge-12 " oc fie�d i c� Plate Connecti��r� - ?�d rlails � �" oc Ho�d �c�Yn Fvr�e L,t = v . 2��_i c_`�� ��. _ � . ��k?p� �-icld Dciar� �'��rp= I�7c���e R��' �. ?�one ��q' � ------ - -- --- - -_ _ _ _- - -- - - - --- - ---- - - --- -- -- — ---- - --- - ----- ----- -___— - Stc�ry ? r,; Yi` C Wall 7 W�11 N�ei��ht = 0 . 0 ' Wa=1 W�d�h = 3 . 5 ' Wall F�/[�' =2 . � S2_mic F�rc� = 5C} p�� Ad� S�_�mic �orc� _ �9 p�� Tal�le 23�5 . � . � W�~�d ���ce = 7� �1f _Adj W�nd Fc�rc� = 5o p_r Sac�ion 2306 . 4 . 1 SW #1 A1�ow Sne�r - 150 p� �� Top Pla�e Con��ction - 16d Toez�ailed G �" ac Shear Wall Sl��at�i��g - 7f 16" �SB �l side) - 10d �o� nails {0 . 122" ; �"oc edge-12" ac field �o� �late Connection - 16d r�ails �� 8" oc Hflld Down Force Lt = 0 . 35ki�s Ft = 0 . 35k?ps Hold D�wn Type Nor�.e P.eq'd Nor�e Req' d ---- --- -------------- ------- - - -- ------- --- -- -- ---------------- ----- -- Stary I L�ne A Wall 1 L�dll �eight = o . {7 ' T�all T^Iidth = 5 . 8 ' V�all HjW =1 . 4 Seimic Force = s3 pl?� Adj Seismic rorce = R3 plf Table 2305 . 3 . 4 Wi�?d i�rce = 123 �1i Adj Wind Force = 8b p1f Section 2306 .a . 1 SW �1 Allow Shear - 150 plf `�'�p Plate C�nnec�ion - 16d Toenailed @ 8" �c Shear Wall Sheathing - 7f16" OSB �1 side} - 10d bax nails (0 . 128" ) 5"oc edge-12" oc field Bot Plate Connection - 5/8"�7'' ancher bolts @ 72 " oc Ho`ld L�own Force Lt = 0 . 63kips Rt = 0 . 63kips Hcid Down Type None Req' d None Req' d - ------------------------ ------------------------__-__---------------- CYv'A Ccr�sui�arts t�700DCFV� Q?A"_' (�Y'o 4'^ . G' Time . 09 : 19 : 55 �ile : 3357 �ate ; (}?-27-2Qi2 SUMA,��RY rJF SHEnR WALL AtvD H�LDDOWN SELEC'�'IOI�iS ��fl1V l L:ine A Wall 2 t�all+ Heiaht = 8 . 0 ' 6�a11 Gy'idth = 5 . 8 ' Wa11 N/tn� =1 .� Seim�c F�rce = �3 p�?*� Ad; Seismic Fo��ce = �3 �1� Ta�le 2305 _ 3 . � Wind �c��e �_ �23 pIt A�j Wind �'orce = c8 p1� Section 2306 . 4 . 1 S�r� �1 A�l�w Sl�ear - 150 plf 'I`op Pl�te Co�n��.tion - ��d 'I'oen�i?ed i� g'+ �c Shear t��a?.l She�t�in� - 7J15 " �iS� (1 side) - 1i�d bo�= r_ails �C . �2g" ) 6 "�c �d�,e-12" oc iield B��� Plate Con���ctio� - 5�8"x7 " anchcr b�olt� t.. '72 " ��c ri�la �ain��? Foyce L�t - � . 77kips Rt = �J . 7C�>i�s Hoi� �owr� `�_ype Nane Req' d Nn�� Re�' � - -- ------------------------- --------- -------- -- ------------------ ----- :�c��r i L�ne A Waly 3 V�ai F :e�gh� = 8 . 0 ' ��1a�1 Gii�th = � .� ' Niall =f k�? =2 . L Seim�c F�rce = �3 plf Ad� 5e�srnic �'o?�ce = ��s p'` Ta�l� 2305 . 3 . 4 Gv'ind Force = 123 pl� Adj W�nd Fcrce = z�8 pl` Sectzc�n 2306 , 4 . 1 St�v �1 Allow S?�.eax' - l50 �lf To� �iate Co�nection - 16d ToenaiiPd L Gi" �c Sllear T�ial1 Sneathing - 7�:�6" OSB {1 �iu�) - l�d '�ox nails i� . 7-28" ) � "c�c eda�-12 " oc fie1� Bot Plate C�n��ction - 5j8"x7" anchor bolts :� 72 " �c �iold Dc�wn Force Li = 0 . 76kips Rt = 0 . 95kips ?iold Dow� mype NGne Req' d None Req' d - - - -- -- ------- -- ---------------- --- ---------- --- --------- -- --- --- ---- - Story l Li�e A Wall 4 Wd11 riei.ght = 8 . 0 ' Wall Width = 3 .� ' WaII HfW =2 .4 S�imic Force = 83 plf Adj Seismic Force = 98 plf Table 230� .3 .4 �vzz�d �orce = 123 plf Adj Wind rorce = 8� plf Section 23G� . � . 1 St�7 #1 A11ow Shear - 150 p�� To� Plate Connec�ion - 16d Toenailed @ 8° oc Sh�ar Wa'1 Sh�athing - 7/16" �SB �1 s?de) - lfld bc�x nai±s {p . 128" ) 6"oc edge-12 " oc field �ot Plate Connection - S/8"x7" anchar holts c�- 72 " ac rold Down Force Lt = 0 . 9�kips Rt = 0_ 76kips Hold Down Type None Req'a I�Tone Req' d ------------ -- -----—-------_____ --------- ---------------------------- C�h� C��_su�tants WCy:,DC'r�D ���� ;Fro �%4 . r�? :'�m� . G° : _� : 5� _ _�e : 1357 '�atc . ^v7-21-2012 j:TMn/`i>tZ�.' Or` �H�AR WAI:.T� AN� HQLD�OWN SELECTIJNS Stor� 1 �ine � Wal1. 5 W�11 �eigl�t = � . 0 ' i�a11 Width = 3 . 0 ' E�7q11 H/V�7 =2 . 7 Spimic Force = 83 �1� Ad� Seismic Fcrc� = lll plf Ta�le 2305 . 3 . 4 v�'ind Force = �23 p�� fiaj �,�i�d Force = 88 plf Sectio� 2306 . 4 . :� Sih' �= r'11 1 ow Shear - 1S0 �1 r Top r1at� Connectit�n - 16d Ta�nail�d r g°� oc �he�r Wa1.� S�eathi�g - 7/15" OSB {1 side} - 1�d box nails {0 . �28" j 6"oc edge-12 " oc fie1� �=sC�� �i ?�° �'OPi�'1�C�10P_ — ����� '�7�� �I1Cri0i }J�Z�S �t��'z• J 4�� pC :i�y� � ?���4�;: F"_�e �,t = 1 . �Ck_ps �t = 1 . �Q�:i�� �,��d :�oti•,=�� T�.:-p� Ivona �:��' d None �e�°a - - -------- ------- ---- --- -- -- - - ------ - --------- -------- --- --- ------ --- S�or�� �. L�nG A 4�Ta11 5 �/+:'�u _�'.� �2i L^s.A"1: _ � . � � �'Vc+1.1 jh�1C1i�7 =�`; . F � Vv�1I u�h� _� . � ;�e�mic rcrce = �3 pl� Adj Seismic ���rc� _ ,�3 plf Tab�e 23�5 , ? , � �ti�;�d �c�rce = _23 plf Adj Wiv�d F�Y-cQ = 83 plf Sect�on 23G6 . 4 . 1 SW �1 rlll�w 5hear - 1S� pli Tap Plat� �onnection - 16d Toenai,ed �.�% 8" oc Shear I�'a?I Sh+�afihing - 7��6" �S3 {� �;de) - 1�d box nazls tC . 128"} 6"oc edge-12 " oc field Bot �late uonnectian - 5Js"x7�' �z�.ch�r boits C '�2 '� oc Hc�ld �own Force Tt = 0 . 09kips Rt = (} . 36kips Hol d Down ?'vt�e Nane Req " d Nane �eq" d ---- ---- -- - - - -- ------ -- - - -- - - ------------- - --- ------------ --------- -- Stary 1 �ine C Y�aII 1 Wal� Height = � . 0 ' Wal�. W��th = 4 , C � Wa.1l H/TnT =2 . 0 Seimic F'orce = 1�2 pli Ac�j 5eismic �arce = 152 plf Tab1e 2305 . 3 .� Wil�d Fo���e = 22u plf Adj T��ind rorce = 161 p�� Section 23�� . 4 . 1 SW #E2 A�iou7able She�.r = 230 pIf `�'op Plate Connectiozz - I�35 or LPT� @ 30" oc C SW on1Zr Shear Wa�l Sheathing - `7j16" OS8 (1 side} - l�d box nails (G .128" ) 6"oc c�dge-12" oc field Bot �late Connection - 5/S"x7" anchor bolts @ 64" oc Hold Do��n Force Lt = 1 . 91kips Rt = 1 . 91kips Hold Down T�Tpe LSDTHD8 (RJ} 2-2x 16d LSDTHDS (RJ) 2-2x I5d - ----------—--------- ------------------------------------------- ---- - CwA �o��su? }a��t s i�70�DC1�� QL_�� (P�� �'� . 0? Tirr�e . b9 : _9 : �� rile : 3��7 Da�t° : �`7-27-2�12 S�J?�IN.�R`? C7F SHEA� WAL?� AI�D HOL�DO�n'N �ELEC!I�NS Stc?�y 1 L�ne C Wall 2 Wa�l Height = £� _ 0 � tnla?1 s�i�th = 4 . G ' Wall iI�T�1 =2 . 0 Seimic �orce = 152 plf �dj �e�sm�c �orce = 152 plf Tab�e 23�5 _3 _ � .� Wiri� rorce = 22E p1f T��� Win� ��rce = 1��1 plf Sec�ion 2306 . 4 . i SW #�. Allowabl� S�ear = 2�0 �i� Top pla�e Connection - �35 or '�PT� � 3� t1 0� �� �iti� or?ly �l?V�?'_ fl��__ 5''12cAt�11I1� - �;!_5 n ;�:�." ; S1�a� - i e�{� }_30X '_=�1_S {1 . _LGC +i ) 5 "oc e�ae-12 " oc �i�� ci _ , ��� �1a�.'� C'QT1i1�Cfi10i7 - ��� c;Xr` n c'i=7L�"?C_ l�0it.. �;r �:i' OC Hc�� Dc�nTn �orce Lt = y . �4:�y;�s Rt = � . 59kips �o1d Dawn �Yp° LS�'?'��8 ;�:�; 2 -'?._ 16� LS�TNDB iPJj 2-2x lua StC?'v 1 .`���r!e C Gv'all 3 T�all �eight = S . 0 ' G7a�1 W_d�n = � . � ' v��al� �?/W =2 . 4 Se?mic F�rce = 152 �1L �d�i Se�sr��ic �orce = l79 plf ?'�ble 23C5 . � . 4 t�'-�rd Force = 226 p� � ��j Wi�.d F��c� = 161 p1f Sect.ioz�? 23J6 . = . � SW �2 ?lilokt�ble Sh�ar = 2 3 0 ��'_i Tcp Plate �onnectio�� - 1�.3� or L,PT4 ���� 3�" oc � SW onl�r Shear Wall Sh�athing - 7/16" O�� (1 s�de? - 10� box n�.ils (J . 128 " ; �;"oc edg�-12 " oc field Bot P�ate Conr�ection - S/8"��7" anchor bolts C 64" oc Hcld Dov�=n �'o�-ce Lt = 1 . 99kips Rt = 1 . 9Gkips Hcld Down Type LSDTHDS (RJ) 2-2� 16d LSDTHDS (RJ} �-�x 16d -------------- --------- -- - - -- --------- - - - - - -- -- ------—— —----- -- -- Stc?�y 1 Line C Wall 4 Wall Height = � . 0 " �1a:Ll Widi�h = 3 . 4 ' Wali N/W =2 .4 Seitnic Force = i�2 pl� Adj Seismic Force = I79 plf Table 2305 . 3 _� Wind rorce = �26 plf Adj Wind Forc� = I61 plf Sec�ion 23D5 . � . 1 SW #2 Allowable Shear = 230 plf Top P1ate Connection - A35 ar LPT4 G 30" ac @ SW only Shear Wall Sheathing - 7/15" OSB (1 side) - lOd box nai?s �0 . 12�" ) 6"oc edge-12 " oc iield �ot �late Coz�necti�n - 5/8"x7°' anchar bolts � 54F� oc Hold Down �'orce Lt = I . 99kips Rt = 1 . 99kips Hold D�wn Type LSDiHL1� (RJ} 2-��> 16d LSDTHD� (R�) 2-2x �6d - --------------------------------------------------------------- --- --- �V+1�i �OiiSL11��I:i.S 6ti�17J�'i�1Z �'Lx-'.`= ;"''_°� �7'� . %j '?'��te . �9 : 1� : �5 �?�'e : 3JJ7 �ate : C?7-27-2012 SUMP�IAiz�' GF SHEAP W?1LL P�T� �!�;_,DDOi�7N S�L�CTI�NS S�c�r� 1 Line C Wal I � Wali �ei�ht = 8 . 0 ' Wall Width = 2 . 7 ' �^Ja11 H/T�T =3 . C Seimic Force = 1�2 1�1f Aaj Seismic Fcrce = 225 �i� Tab�� 23�-� . 3 . 4 i�1�.7�d Force = 226 pl� ,Ac1� �ind rerce = 16i �lf Sec�io�. 2306 . 4 . y SW #2 All OW���2 5�12�?' = G�� pi� Top Flate Conn�cti��� - A35 �� LP`T4 «; 30" oc � SW or�l�r ���e�r in��ll Sheafihz�� - 7j1F" OS� (1 side) - ?Od box_ na�ls {0 . ?�8�� > �"oc edge-�2 " oc __�lc. B�t Plate Cc?��?ec�i�r - �j8°a7" a�ch�r boits @ 54'� ��c Hold Down Force L� _ : . Ojkips R� - 2 . Ov?�_ips �_�d �own Ty�� L��'='HD8 (R��; L-21. 15d LSDTHDB (��, �-�� _:u ------------ ------ ------- ---- ------ - - - --- -- ----- ---- - - -- - -- -- --- - -- - -- S�o��v 1 r�i�� C Wa�1 � T�ti�all ��ight = � . 0 ' W�II V3=dth = 2 . 7 ' Wall Hf Vv' =3 . � Sei<i��c ro�ce = 152 �if ?�aj Seismic rorce = 225 �l� T��-� %?05 . 3 . ' �ra'ind Force = 22�� pli �idj �riind Fo�ce = 161 y.~�. 1� Section 23�� . 4 . l s� �� Al�flwa��� sr���z � ��� P�� Top Pla�e Cflnnection - A3� flr I�PT� �' 3Q" oc @ �I� cr�ly Sh�ar t�,'a11 Sl,eatrir_g - 7/16" OSB t1 side) - 1Qd box nails (C� . 12�" � 5"�c edge-12 �' oc �ie1d Bet P?a±�e Connection - 5j8"x7" anchor bolts @ 64 "' oc �?ola Jo�,rn Force �,t = 2 . 02kips Rt = 2 . 02kips �-�cic� Dowr� Type LS�THDS (RJ) 2-2x 1.6d USDTND8 (RJ� 2-2x l�d ---- -------- -------- ------ --------- ------------------ ---- -- ------ -- --- Ct�,T� Consul�.�nt s WO�DC�D QL�T �r i�, `�%4 . C) iime . C9 : 1° : �� File : 3�57 Date : u�-2i-2�1? Page : 1 oi 7 SLTMMARY SHE�T :S�,ISM�C D�_TA: N�nua�T�C �S� Y-Az�is = 0 . 110 r �SF 2i-�r>i= = C' . 1i(� Snow Factor = � . 2�0 lIV a��J L.Yr�: 1"ra'1�I.L1C�'i1 T�� [r�7;��,�u F���OwL'�.Y'�' _ � v���r� S�e?d = 85 S�ru�.��re - Encl/�r�nr_1 Im� �a���� - 1 . U0 Lc��d Su�r:n�ary � � to i' � � to � ri� (�t? �eve� (T:) DL Seis W_nd �� S�is v��ind ' --- - --- - - ' - - 2 - 2�� . 3 3 . 8 � . 9 25 . � j , �i 4 . 9 i 8 . C' - � _S t O Y"y' 2 - -- -- - --- i - 3I . C� G . 5 � . 8 3� . 0 2 . 4 4 . 2 y . � - j Stcry 1 j -------------- - - �ase Tctal 6 . 3 10 . 6 5 . 1 9 . 1 C�i� GOr s ul�.�nt s Ira00�C�� �;�L?�T t Pro 'ti'4 . 0; Titne . �� : 19 : 5� ��le : 335';' . J��.L.� . {.�:�-��-2i�.1L' JciQC . � �.�! 7 -------------�--------'---'------------------------------------------------ --------------------------------�-._.--------�----------�-------------------- II�?PUT D�TA - Walls Ca�c Plot Wall Length U7a11 Lt Trib Rt Dis Dis Dis �t Shear Hoiddown �L Span Width Span �ft> (�t? {�t} (ft) {�t) (�t? iks�) (�t) (ft) (�t; ------------------------------------------------------------------ ___-------�----___------------------------------------------_____---------- i�IT�LLS r�a�allel to �T-P�is X k Y S`arV � �i?�° '1 Ik?a11 1 � . � O . �J 4 . 0 8 . 0 25 . 0 25 . G� � . 010 �7 . � 2 . 0 0 . � W�1� 2 � . �J 0 . 0 32 . G 0 . 0 8 . 5 8 . 5 C� . �l�� � . 0 2 . 0 O . d L��� 2 ��vai? 1 5v . � �u . 0 � . Cl 8 . 0 14 . C; 1= . C- v . 0'G �a . �J 2 . 0 0 . 0 i�'G '�_ � �>O . t? 50 . •� 21 . 0 8 . � 5 . G b . 0 C; . Q1�J � . 0 � . 0 0 . 0 ��'�1i 3 �0 . 0 50 . 0 3C� . 5 � . � ?t� . 0 1C� . 0 O . OyO 3 . t? � . v 10 . 0 �,�y - 7 �i�,e i Wa�l � G� . t� C� . � 4 , 0 8 . 0 8 . � 8 . Q � . 010 C3 . � 2 . 0 O . Q ��al� 2 0 . � � . 0 15 . 0 8 . C� 15 . 0 l� . v= 0 . 0�0 u . 0 2 . 0 C7 . 0 �tiTa1' 3 0 _ � � . 0 32 . 0 B . +J 8 . � 8 . � n . 0±0 O . G 2 . 0 C� . C} L�n� 2 �i�'ai? 1 50 . 0 �0 . 0 � . � 8 . Q 36 . � 36 . � �� . �10 1� . 0 4 . 0 tO . 0 I�IAL�S �arallel to �-?�xis Y Y X S�oY'y 2 Line A Wall 1 0 . 0 4 . fl 0 . � 8 . 0 7 . 3 7 . 3 O . Qla 0 . 0 20 . 0 0 . 0 Wall 2 U . Q 4 . 0 11 . 0 8 . 0 5 . 5 5 . 5 D . O10 Q . 0 20 . 0 0 . 0 �all 3 (3 . 0 0 . � 17 . 0 8 . 0 4 . 5 4 . 5 0 . 010 l� . Q 4 . � 6 . a W�il 4 0 . 0 Q . 0 24 . 0 8 . 0 4 . 5 4 . 5 0 . 010 6 . 0 4 . C7 10 . 0 Wail 5 0 . 0 4 . t� 29 . 0 � . 0 � . 5 4 . � 0 . 010 O . 0 20 . �J 0 . � Wal1 6 0 . 0 4 . 0 36 . 0 8 . 0 8 . 2 8 . 2 O . Q10 0 . 0 20 . a Q _ 0 �iall 7 � . 0 � . 0 47 . 0 8 . fl 3 . Q 3 . 0 0 . 010 d . 0 2Q . �? O . tJ Line C Wall 1 44 . 5 40 . 5 Q . 0 8 . 0 4 . 0 4 . �3 O . �1Q 0 . 0 20 . 0 0 . 0 Wall 2 44 _ 5 40 . 5 8 . Q 8 . 0 8 . 7 8 . 7 0 . 010 O . t? 20 . 0 4 . 4 Wall 3 44 , 5 44 . 5 17 , 0 8 . 0 3 . 4 3 . 4 O. Q10 0 . 0 20 . D 0 . 0 Wall 4 44 . 5 4� . 5 2� . 5 8 . 0 3 .4 3 .4 O. t310 0 . � 20 . 0 Q . 0 T�)all 5 44 . 5 44 . 5 29 . 0 8 . � 3 . 5 3 . 5 0. 010 O . fl 20 . 0 0 . 0 Wall 6 44 . 5 4d . 5 37 . 0 8 . 0 4 . 7 4 . 7 O . Q10 0 . 0 20 . 0 0 . 0 Wall 7 4� . 5 40 . 5 46 . 5 8 . 0 3 . 5 3 . 5 0 . 01� 0 . 0 20 . 0 0 . 0 Story 1 Line A �n�all 1 J . Q 4 . 0 � . 0 8 , d 5 . 8 5 . 8 a . 010 � . 0 1Q . 0 O . 0 Wall 2 0 . 0 4 . 0 11 . � � . 0 5 . 8 5 . 8 O . Q10 � . Q � 0 . 0 � . 0 Wall 3 0 . 0 0 . � 16 . 7 8 . 0 3 . 4 3 .4 0 . 010 1a . 0 10 . 0 5 . � Wall 4 �J . O (} . 0 25 . �J 8 . 0 3 .� 3 . 4 0 . 010 5 . 0 10 . 4 ?0 . 0 Wal1 5 � . 0 4 . Q 28 .4 8 . � 3 . Q 3 . � d . 0I0 0 . 0 10 . 0 d . 0 Wall 6 O . �J 4 . � 34 . 4 8 . � 15 . 6 i5 . 6 O . Q1C� 0 . 0 10_ 0 Q . Q r"4^.'_� ��.7.�S'1�fi.caT1�S jde''Jt�D�A� ��s�?�T ��''_'O v'� . '�) t'��� . 09 : 1� : 55 �i�e : 33�7 JU_�� . C�-2'7-2G12 ='a�e. 3 cf ? ------------------------------------------------------------- �NPTJT DAT?� - Vdal 1 s Calc Plot Wall Length t�all Lt Trib �±- Dis Dis Dis Ht Shear �olddr�wn DL Span Wictth Span (ft) {ft) (ft) (it} {�t) (ft) iK��} {f�} (��) {f�i I�;F�L�S Paraile? to X-?�xis `� Y X T "'� .�1.Ti? 1... �d�ll 1 4�= . 5 �0 . 5 0 . 0 8 . 0 � . G 4 . fl J . GI� � . J 1� . � 0 _ 0 ��a�y 2 �?a . � 40 . 5 8 . 0 8 . 0 � . 0 4 . J 0 . 010 O . C� 1� . 0 �� . � T��ail 3 �-� . 5 �4 . 5 17 . 0 8 . 0 3 .4 3 . 4 O . vIC� D . G 10 . 0 i� _ r I�?ali 4 �4 . � 44 . � 25 . 0 8 . � 3 .4 3 . 4 0 . 010 C . 0 l� . 0 0 . 0 �^;a-i 5 �� . 5 4C . � 28 . 0 5 . �� 2 . 7 2 . 7 Q . 01t? G . C� 10 . v :� . �- 4�'�_,�y 5 4� . 5 �O . a 47 . 3 8 . 0 2 . 7 2 . 7 � . 010 0 . 0 1v . 0 ^ . 0 ��'w�:L �.-�::su�tan�s WO�DC�J �i:�� (rro V? . 0; ��TMle . 0° . _9 : 5� rii� : 3�51 �ate : �7-27-2�12 Page : 4 0� ? ---------------------------------------------------------- INPL'T DATA - �i�ghr�gm� Build �e�d Part L?ve S�art CaPt Ex;. Wind W�n� Dirr�en L��d Loa�� voa� �ia Dia Wa�1 :�aad U�lift {fti {Ksf} (Ks=) �;Ksf) (ft) (Ksf) {klf) (ksf) , _�^_____________________-- --_______=_______- �--— LIIv�'S '��.rallel ic� Y-�is Raai L�vel Liries 1 2 a� . 5 C . '�YO C . DOU O . 00�O 0 . �� G . ��.O � . �i8 l� . 0��1 L,evel I Lines _ 2 �� . � :; . �-� 0 . 0�0 �� . 00�' 0 . 0 � . �1v C� . O�'� ;J . :,1`C� L_T?vT�;� F'arallel t� X-Ax?s Roaf Le�rel :�ines � C =.� . � O . O�Q u . ���:� � . 0���' C . 0 0 . 01� � . yy0 C . 00`1 Level 1 zines A C 50 . � � . 0�0 O . C�C?� C? . CJO p . 0 C� _ O10 G . ��� �J . G00 �t��� Cc�n�3ult����ts WOJD��� Q:,r.'�' '���� J; . ^ ! T�.me . 09 : 29 : 5� Fi12 : 335? ���e : �7-27-2C�2 Pacr° : 5 al 7 OL�TF?JT D�`��i - S���ar Tn,'al�s ar.d Hold�own Forces �ine Shear �va11 5t�ear 'rT Drag F=�rce �c��down� CSe�s T��in� CSeis Vdin� - - - Lt Rt L�ft P�q?��� (k) (k} {klf; � (,klf) ## W (K) (K) (K) (�i T�.�LLS Par:lie± to Y-�xis SLcry 2 P.ed7un��nc�r r'ac�or � . C�0 Ln � 1 . 9 2 . � i�v'�l� 1 0 . 0�7 � . u8� 0 . 3 G . 3 G . � -- - - Wal? 2 0 . ��7 Q . �SB � . G G . 0 �J . 3 - - -- �n 2 1 . 9 2 . 9 �'�11 1 0 . �64 O . G98 fl . � 0 . 3 0 . 0 - - -- �;`all 2 0 . 064 0 . 0�� 1 . 3 0 . 0 �� . 0 -- - - ttial� 3 0 . 064 d . !�9cs � . � 0 . 0 � . 3 -- - - 5����r 1 �e��r�dar�c�� ±�c�.er � . OG y.r.i i - �J . � J . J t��aly i C� . 1�2 G . 172 1 . 0 0 . 2 v . 0 l . -� � . 'i �n?al� ? Q . 10�: � . 172 C . y O . G � . 0 - - - - "VV�iI 3 0 . 102 0 . 17� l . 0 0 . 0 0 . 2 1 . 0 1 _ 0 :�� 2 3 . ? 5 . � W�?� 1 O . QEu 0 . 146 � . 2 0 . 2 0 . � __ __ 'v�??�LS ��rallEl to �-�is St�Yy 2 Redu��dancy Factor 1 . 0� Ln A 1 . 9 2 .4 WaII 1 0 . 050 0 . 065 1 . 1. � . 0 Q . � - - -- Wall 2 O . USd O . Q65 1 . 5 0 . 0 0 . � -- -- Wa�1 3 0 . 050 0 . 065 1 . 8 Q . 0 0 _ 0 - - -- Wall 4 0 . 050 � . 0&5 1 . 8 0 . 0 � . 0 -- -- Wal1 5 0 . 050 0 . 065 I . 8 0 . 0 O . fl - - -- Wall 5 C� . f�50 0 . 065 ± . 0 0 . � �J . O -- -- WaII 7 Q . �50 0 . 0�5 2 . 7* � _ � C� . � -- -- Ln C 1 , 9 2 . 4 Wall � � . 060 � . 078 2 . 0 0 . 0 fl . (3 -- - - Wall 2 0 . 060 C7 . �78 � . 9 0 . 0 O . C� -- -- W�11 3 0 . �60 O . Q78 2 . 4* 0 . 0 0 . 3 -- - - Wa1l 4 0 . 060 � . 078 2 . 4* 0 . 0 0 . 0 -- -- Wa11 � 0 . 060 0 . 078 2 . 3* C� . O 0 . 2 -- -- Wall 6 0 . 060 0 . 078 2 . 7 0 . 0 0 . 0 -- -- Wall 7 � . t}&0 4 . 078 2 . 3* � . 0 0 . 0 -- -- Story l Redun��zzcy Factor 1 . 00 Ln. A 3 . 1 4 . 6 Wall 1 O . Q83 0 . 123 1 . 4 Q . 0 0 . 0 -- - - W�11 2 0 . 083 0 .123 1 .4 D_ 0 0 . � -- -- Wall 3 0 . 083 0 . 123 2 .4* Q . � 0 . 0 - - -- Wal1 � 0 . 083 a . 123 2 ,4* 0 . 4 0 . 0 -- -- �7a11 5 0 . 083 0 . 123 � . 7* C� . O 0 . 0 -- - - Wall 6 0 . 083 G . 1.23 0 . 5 0 . 2 0 . 0 -- -- Ln C 3 . 1 4 . 6 ��titiA ,'`nsai�u__�s WOO�C� ��_^ (?rc� "v74 . O1 Tir.�e . 09 : 1� : 56 File : 3.�57 :.JG..�� _ Li l -G�-G v�1� �t��C� : F G� 7 '�_______________��_-_� �i?T�L?T :��T� - �hear i�Ta�ls ar�� Hold�own rorces Li��e She�r t�'ali Shear H Drag F�rc� Ho�d�o��s CSeis Wind CSeis �Wind -- L�. Rt Left Rc�ht (�) t�} (klf) # {klf? �#� w (K) (�3 (K) (K) ----------------=---------- _____________�__�________��T.�.,____�___�_'��_ Y__�.�.,_�____��__�_____ Iti�Au�,S Para��e-i ro X-�xis i/4?C.l' 7 1 �. iJ � 1 L'2 0 . 216 '� . (�� '.1 . �� {� . � ..L . J ? . J itiall 2 G . i52 "� . �20' 2 . 0 G . 0 �� . 3 1 . � 1 . 5 wa,� 3 C . 152 0 .226 2 , �* �� . 0 0 . 3 1 . 9 1 . 9 Wu�_ c 0 . 1�2 v , 225 2 . '* O , �J C . 4 � . 9 l . 9 [�'ai1 5 J . 152 � . 225 3 . J* 0 . 4 0 . 5 2 . 0 2 . 0 ��a��- � � . 1:�� 0 . 226 �� . C�* 0 .�0 O . Q 2 . C� � . 0 .`�`�-.`�'�ilr_'�_�Oi L Y'�+yi„ii. rP� J�is'�d�.}"t }-kCl rC10Ys'i7 �-�ct�:3lai .1,T1�'�1��. G � f hoidao�;r � YOr C.�'Tlv7 �G�._^L1C'i Pu„u':1� S21S�l�C rr�rt`vr' �t^r ,��'d�PCLwC�11 �.C1]L;.�� t,ra�1:C �a?�" rLV a `i�:`_;le �?05 . 3 . � Y4'1Zlt� Z,J[,�1��2 p'-� G�JOS .'? . 1 . ' i1?V'a i_v:lS11i�c�'.1t-� ��`�'��L'��r�� 5'ir�`i� ',�?'.� �J 4 . �j '�i;-:te . v� . i� . ��� Fi�G . 3�57 Dat� : v7-27-2012 F�ge : 7 vf ? ---------- OFJTPJT DPT�i - Diaphragms ar?:� C_!�or�u wor��s u Dia Load Se�srt?ic S'raear Wind She�r Ci�ord rerce --- �'�1StT11C ThT1I7Ct T`L� Y..lg�`l� �,eit _F,�CJh� �aX cz� ra (xips) (:�ipsi iKlf) �x� �) ���i? (�Z�) {xi�) .�x?� __________________________________________________________________���____ a L-�;ES Parall�l tc� Y-Axis R�of �eve_ Lines 1 2 1 , 1 3 . 84 5 . 90 0 . 0= -U . 04 O . �J;' -0 . 07 0 . 8 . 5� , LcvE• _ Lin�s `� 2 l . I 2 .a6 � . 75 O . n=; -0 . ��� 0 . 05 -� . 0� C� , i . 5� �i2���� PGra�lel �o X-t��is i00 i :��J'°� j�� r.c� � � � . Q � . �i � d . �5� l� . �� .. -� , �._ t� . .�)� -v . t�J� 1� . � . 5G T,��:�_ � L�nes � C 0 . 9 2 . 38 � . 23 � . i�2 -O . ti2 0 . 0� -� . 04 � . 5 . �C�