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1439 Wellington Way - Plan Sheets C1-A7
Steel Strong-Wall�: 1 st Story Wood Floor Systems Page 1 oa 4 , � , . www.strongtie.com . Steel Strong-Wall�: 1 st Story Wood Floor Systems Steel Strong-Wall�panels designed for use on concrete foundations can be used with wood floor systems by extending the anchor bolts and installing compression nuts and solid blocking below the wall. �umP io: Wood First-Floor Well �IlSt8��ltlOfl: � Connection Kit Installation Video Product Data Productlnformation � Load Tables View this image I f f. Code Reports Catalog Page http://www.strongtie.com/products/strongwall/steel-strongwall/lst-story.asp?source=swnav 1/9/2014 Steel Strong-Wall�: 1 st Story Wood Floor Systems Page 2 of•4 Y ��tasi��.aa fa{�c&�ates u��n=�Jei ar�?1 tivS� Ca�s�€a,�s I,i%«�s:1Bdh ,�,'���^��°"� �N . �� /. 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'. w.,y. r�f�nrE318+,ai� ` �t . 1? , � °,--�,....'"-^*--°.,�..a.s-„"".`^•,.r.... . d�i+�!# °'.`�-� - ;�� d.s�a�ri � � , �� � �c��fU tdritaaafl �EA�#1���1�'f�1.Ui3R fMSTl�li.A7tlfEp� ,� '�, a�[���.ipnre IrsG,�rtrr�e��or t st-�:�or�.v��t.9�or s}�:te�?�. ��r su�?d�y t:�i�r�t g�v,�i 2�a<r�u a�r Ss�,�a� €ICna�tiaan:nq�¢rva��si Y:�;an v�:ves Y��r E€15L8it.381.i`!'�RP:oaRS€F3EC. Wood First-Floor Wall Connection Kit: .top 1Na�'�lidth� ���el Na� � C�nients �._ �_ ___ _...�_..� _.___.__ __.. 12 ; SS1�+�21KT ' {i}Shedr-Transfi�r Pla�e , ; _� _ ._ _.�� 15 SSGV'i51�{T ? {�saith�1�self-c�r�l�Nn�sere�vs� i �2���`crr 1'x1�`7�e�det!Rads ; 1S SSVt�7��Kfi i F1554Grad�3� ; _ ; �t 5��12i tff7 " �2�G�upler I�uES ; _..._..._ � . : {2�H�a���N�Nuts ; 2� ; SSl�124-1KT ': Ins�all�Eianlnstruc#ior�� j _; ; t. Two heavy hex nuts included with each wall. http://www.strongtie.com/products/strongwall/steel-strongwall/lst-story.asp?source=swnav 1/9/2014 Steel Strong-Wall�: 1 st Story Wood Floor Systems Page 3 of.4 Product Data: .top ' € � A�ahnr ' � MuaaQ�r Tofal PAad�l No ; �'t ' N T ' 6u�t5 y#�cr�ws 3�a11 , ;�1�r� (In� 11�i1�,kiy �la.; 7n Tag� . 4Y��irt! {!n) �+t#Patl {IG3) ' _,. .... _ ��t�R2X? 7�+ 3�J ak� 2 d �< S�Ye�R�r7 9� �G $4� � 2 8�� � ; � S�t�it��7 f�eQ s'.� ' z a �� � ' � _ .._ . _ y, ,� _.._. S��&'Z�;�7 21 i__.�G 3S� ', � t : t2 ,..117 _ , a _e._ ,. ,... �..... ........ S�SW23�' 2� � �(f s'� �: 2 k � t� � ��7 -- <���_ � __S��'S'Lx �� t2 �5. ' 3b 2 '� : � 78 � � ��t5x7�# 1S �5 7 ��Z 2 t 6 9S �4§'t�xtd t8 8s 34 ; 2 1 : � 14d ._......� >. �,�,,, A��_.. S�'Fd'1%a�� �1 `:�5 3'� a 2 4 1� #�� �. _.. 4.. _��` 5S�d2�x?4 2� �5� 3ka�T, 2 F ; id 1�d ��54lT,2S�$ : t2 '; �.�a 3'.� % 2 x� ': �4 ��"� S�4S'iSh& * I� 9�� 3��..' �,., � ._ � _�..... _,...... _............ S,a4'�k8r� IS 93 a 3'. °� 2 t ,�'t i13 �&�1���1x6 '�1 ��� 33 � � P � i? i�2 5��1"��a13 2s �3 ,� �. 1 � 1� �r1�� i S�§�Pt2x� 12 i t4a� 8}.� + $-->_ �__ .�� . ....,-�-� ;._ ........... . : � Sa"'�S5P.4 15 I 1#5Sm= ��t ? � � � ���: 6 s17�i ; �tEA� 1� 4�}SS� 3�� � � t ' i! �i25 � �F,�, �_�. �.�.. �._..a 5�l�d�ir9 21 �1d}�� 3'� '��. 2 �.��� t� 'd�7 i 5,�2�x� �A 1D5Y 3'fx�� � t ? t�1 „ TCz€7 � �SWt2>�1fl 12 Y lti'a 3! ` 2 �-=__ � a 1€�� s S�Ya€Szl� ? t� '1f1'.� 3��.. � f..,�,�..� _�2t ...# � �si�d4$;+IC1 S.8 13 f�a 9�' , 2 4 � $,i$� 5��txt41 �t ;11,°�� 31t�'� t . t2 ifi2 ' ' ���:�7� 2�' 13r 3 2 � � t� �ta t : ;... : � 5.*�b�t;axtl 15 =929 j 51 , � 1 : �a id� � S�'�'4�443 9$ 1�9� �a� x � � :>. � � .. ��W1Zih31 s'�i �12�,a �yr ; 2 F �_ f2 _�4�� � � �S`�L4xT5 �� 7L6�a 5?� , 2 , f tA ��tk�3 ; � I 5�b�s'I�xi� - 3� 'i«38 a �ad=^ � '� p.�. $ �.�.._�� .......... , ._.. .:. . . ........................... ��d��:�T� s t& ;1d�a ��,. '�, Z 8 - �� S9� 5���27�t2 �7 i 1de� 5;� 1 � , t < t2 ..2�� � _. , ._�_ _:,_ :__.._�_.,_...._...... SS4V2��2 ?� �1�4� �ti_ . � t . t� 22� 5�4�+4�z13 t t� t53' S' � $ 3 1!�d a� SS��21"3.'L3' 2� �S 5� r�. 2. � .,. �� _��� � 5�1'A29�f3 S �4 ���aa'a 5z ? l 1 � 1� 2�43 .i Product Information: .top Material:Vertical Panel-10 gauge Finish:Vertical Panel-Galvanized;Top and Base Plates-Simpson Strong-TieOO gray paint Naming Scheme: s�uvz��s �,.������.����TT L���a����, ��� ���; �E�.� Wall Profiles: Pre-attached wood studs are 2x4 for walls 7'-10'tall,and 2x6 for walls 11'-13'tall. _ � � � SSW12 ��, � <�^ � SSW15 SSW 15 � ,� � � SSW18 SSW18 � �A�� �,,. �. _,... � E �"� �� � �«.��« �'�� SSW21 SSW21 http://www.strongtie.com/products/strongwall/steel-strongwall/lst-story.asp?source=swnav 1/9/2014 http://www.strongtie.com/products/strongwall/steel-strongwall/lst-story.asp?source=swnav 1/9/2014 Steel Strong-Wall�: lst Story Wood Floor Systems Page 4 of,4 J�' � � � � ��� � � � ssw2a . .. �,,,%.,�� .. ssw2a Load Tables: .top • 2006 IBC Allowable Shear&Drift Values�POF� See footnote 4 for uplift equation Code Reoorts =top • ICC-ES E R-1 7 (PDF)Revised 12/1/12 • City of L.A.RR 25625�POF> • State of Florida FL5113{POF� Updated code report for Steel Strong-Wall ICGES has issued an updated version of E R-1 7 for the Steel Strong-Wall shearwall.Updated load values have been evaluated under the 2012 '': � IRC/IBC—please read more about the Steel Strong-Wall under the new code. Catalog Page: .toP GSW09 IStrong-Wall Shearwalls) 2ages 18-19(POF) Order free cataloos by mail Printed January 9,2014 from http://www.strongtie.com/products/strongwall/steel-strongwalVl st-story.asp7source=swnav 0 2014 Simpson Strong-Tie Company Inc. htt ://www.stron tie.com/ roducts/stron wall/steel-stron walUlst-sto .as ?source=swnav 1/9/2014 P g P g g rY P