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STEEL STRONG-WALL MODELS •
<br /> w W STD.WALL -STK WAL� HOLDOWN QTY.OF �' ,
<br /> MODEL MODEL H(in) T(in) ANCHOR TOP OF WALL
<br /> • NO. NO. BOLTSZ SCREWS'
<br /> SSW18x7.4 -- 851/2 31/2 (2)1" g _ PLACESSWPANELOVER
<br /> �T—. �0 0 k � _ o 0 0 0 _ THE ANCHOR BOLTS AND
<br /> SECURE WIfH NFAVY •
<br /> NOTE: REFER TO THE FOUNDATION PLAN AND ssw,s i"or�xz4" HIXNUtS.(PROVIDED) •
<br /> DETAILS FflR THE BALANCE OF INFORMATION DIMENSIONS ASSUMED IN DESIGN T"Ro R°° usE�°WRENCII/SOCKEf FOR 3(4•Nur
<br /> VERIFY DURING CONSTRUCTION WALL PROFiLE N�Si�"/�e"��W��I�S�K�FOR1�NUT
<br /> $$W4 (Z)#4 VERTS w/HOOK IfJfO FfG .
<br /> DO NOT USE AN IMPACT WRB�lCH.
<br /> p � p p TABLE NOTES:
<br /> MIN l���DEEP x 24°WIDE Fi'G i. sos�/<"x 3Y�'SCREWS PROVIDED WITH WALI.. . � . , .. 1 SW4
<br /> #4 HORIZ @ 10"OC CONT BENEATH GARAGE OPENING $° O O O O . � _ � . 4 . ��' .� } �� SEE� T0�FOR
<br /> NEF (WIDEN IF REQD BY FDN PLAN) � ' � . � � � " ANCNORAGESOLUTIONS '
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<br /> �`�,�/�1`-t�,r",`\V`\V" . • - . . �a '. ., a •. ' $±. .
<br /> � i-/�/���`/��//��� a
<br /> � 14"MIN CONCREfE�%/j ii. _ ,
<br /> WALL �
<br /> . �_ 1s��MIN STRONG-WALL ON CONCRETE 3 ,
<br /> . . . ,
<br /> 3" �� CONCREiE FOOTING �N L 4"MIN
<br /> � • �
<br /> � 3"MIN CLR COVER TYP � c � � 9
<br /> (3)#4TOPAND601TOM SSS Number:
<br /> �--- 1-4 ---) 3
<br /> „ 3„ s1706Q33
<br /> 12"MIN
<br /> SHEARWALL TO FLOOR TO SHEARWALL Project [��ame:
<br /> a3w�a�m, �3nE,c�6o 1610 63rd Street SE `
<br /> PFF PORTAL FRAME FOUNDATION ��E���MIN., REBAR(MIN.) � 9
<br /> REM REMODEL VERIFICATION F�onE�oS�,REo��� F�nE�os�,�o���
<br /> CONCREfE PLACEMENi.OVERtAP CONCREfE PLACEMENi.
<br /> VARIES WffH BOLT SPACING. SSWAB
<br /> N.T.S.
<br /> sswaa �wner:
<br /> N.T.s. REM :
<br /> HAIRPIN SHEAR REINFORCEMENT TIE SHEAR REINFORCEMENT Saphan Yay •
<br /> SSWAB
<br /> #3 HAIRPIN(#3 TIE 9MILAR). �qg
<br /> ' ST E E L ST RO N G-WA L L M O D E LS 1 sEE TABIE FOR REQUIRED QUAM'17Y. #3 HAIRPIN{#3 TIE SIMILAR).
<br /> NOTES: , �"cu� - �"cu� • �sPac��c
<br /> " a,.� {#.❑ e I , SEETABLEFORREQUIREDQUANRTY. PCOJ2Ct LOCB�lOt1:
<br /> -5/8 diameter threaded rod(A307� �r�`r' uNM . ..: 1610 6�rd Street SE
<br /> 1 �IV�WWN ' �, •l,,•t �,�;.�fi,.�.'�Y1� «.iFLi�.
<br /> M;ii:•v�!'✓?.y.).,,.�. at. Yti+'. `.Y
<br /> HOLDOWN ANCHOR e ^� � '- � a� �� �; . �. :�:�.. Everett, WA 98203
<br /> -10"embed into the concrete,u,n.o. 4— •,•'� , .�. :;�� _ . . :. �;
<br /> -Simpson SET-XP epoxy �' � �a� GARAGE HEADER ��-`� , .._-,.�;:-i --::' :.`�:-:�"��4;�..`. ��� `?;�, ,
<br /> . . .
<br /> ' 'I ROUGH OPENING HEIGHT ,-------- "-.::�� .:.- `�z': :::�'.,� �����:: -
<br /> -Follow the manufacturers'specifications for ■ . ' ' 4%6 � , ^', •-.>; ; :�.:,� ��� - : '��:.::•v�;.`-� °:•�� ,
<br /> ❑ 1�7r��_..�'i �1 HTTSKf I �/ ROUGN � � . . "�'.~7j�•. r••'�. .4?. ..,`� ,-'f.,_ ...;.: �+ Design ProfessianaL•
<br /> installin the anchor and hardware --- � � � MODEL H ; �. �!,�� �;`';.';,:.• . •�'+ •�'�' •. •• '�' " •� ;�� '
<br /> 9 I / OPENING � , . .� •. ., ;I-.��_�;.'''.'• t•� : •� Design Lines
<br /> e / No. cuRa , � -.: :. .�.:� .: .._`.�:�. ,_;�:
<br /> http:/�www.strongtie.com/products�anchorsystems/adhesives/adhesive_ �� �' '" � �`' ��� ' �` � �
<br /> �° I �� EMBEDDED SfRAP ssw�zX� HEIGHT � �
<br /> anchonng_instalLhtml# FOUNDATION WALL ..._ j�% ssw�sX7 sY2, �,_�3�" �— - -- - � LA . �
<br /> sswisX� HAIRPIN INSTALLATION SECTION A-A
<br /> � � I4 cyetes _ � MINIMUM STEM HEIGHT I �\ SSW21x7 g�� ��_p�� (GARAGE CURB SHOWN.OTHER FOOTING TYPES SIMILAR.)
<br /> seconcls _ (a31n.` secands SSW24x7
<br /> _� ,
<br /> �"'i°.} (""°-) REQUIRED TO ACCOMMODATE �
<br /> � (� � � ( . .
<br /> , � ANCHORAGE PER I I 1.THE HEIGHT OF THE GARAGE CURB TOP PI./3TE '
<br /> H�J�� A HOLDOWN SCHEDULE ABOVE THE GARAGE SLAB IS CRITICAL O O
<br /> . �� $� FOR THE ROUGH HEADER OPENING AT
<br /> `` t— �Q I GARAGERETURNWALLS. � � RIMJOIST,BEAM, �MAXIMUMWOOD STEELSTRONG�NALLSHEARANCHORAGE
<br /> �psimin. Ipsimin. 2.SHIMSARENOTPROVIDEDWITH O O ���N� WIfHSDS�"x�' M
<br /> _ STEEL STRONG-WALL IF��� SEISMIC' WIND"
<br /> 3.FURRING ON UNDERSIDE OF GARAGE N �
<br /> ��
<br /> EPX EPDXY - ANCHOR BOLT HDN HOLDOWNS FoonN� DEEPEN FOUNDATION AS REQD TO HEADER MAY BE NECESSARY FOR ASDALLOWABLESHEARLOADV(ibs.)6 Z V) O • ;
<br /> � I LESSER ROUGH OPENING HEIGHTS. PRE-ATTACHED I M0� 40R SNFAR MIN,CURB� SN� MIN.QJRB� G� � ' ,!¢ �
<br /> ACCOMODATE FOR HOLDOWN WOOD STUDS O O O! SiEMWAt1-WIDT}i S1EM44Al1.W[DTH 6"MINCURB�SIEMWALL 8"MINCURB�STEMWALL H ,
<br /> AITACH TOP OF WAII.TO TOP PtA7ES �,l�•) REINWRCEMENT ��� REINFORCEMENT ��� �� � �
<br /> �- - - -- EMBEDMENTS INTO WALL wrrn sos v,�X s��°sc��vs��ov�o UNCRACKED CRACKED UNCRACKED CRACKED =
<br /> N.rs. EXPA N.-r.s. HDNA "
<br /> POST 8�POST SSW18 14 {1)#3 HAIRPIN &� (1)#3 HAIRPIN 6 HpIRPIN REINfORCEMENT ACHIEVES MAX[MUM ALLOWABLE SHFAR LOAD Of THE STEEL �� W ��
<br /> MHE MINIMUM NOLDOWN EMBEDMENT � � �r� - BYOTHERs" � � ��� � � � �°"�-W�P""E` �" N , �
<br /> 0 .�� ;- -�- - -, � � . 0 �: -� W �=
<br /> N'T`S. ; ` ' . � 1. SHEAR ANCFIORAGE DESI(�b CONFORM TO AQ 31&11 AND ASSUME MIPllMUM fr-2,50Q P5I CONCRETE.SEE DEfAILS 1/SSWl TO 3/SSWl FOR TENSION ANCHORAGE.
<br /> #�.SSO(al SHEARWALLS ' �°' ' o�d 2. SHEAR RQNfORCEMENT IS NOT REQUIRED fOR PANEL$INSTALLED ON A WOOD FLOOR,INTERIOR FOUNDATION APPLtCATIONS(PANEL INSiALLED AWAY FROM ED6E OF CONCREi�,OR = Z O
<br /> I 1 `;'a" �.'
<br /> ROOF pIAPHRAGM PER SCHED ■ - ---------- � BRACED WALL PANEL APPI.ICATIONS. '
<br /> PER STRUCT NOTES \ �� . � PFF �� 3. SQSMIC INDICATES SEISMIC DESIGN CATEGORY C THROUqi F. DETAqiED 1 AND 2 FAMILY DWELLtNGS IN SDC C MAY USE WIND ANQiORAGE SOLUTIONS. V H V
<br /> ��1 � 4. WIND INQUDES SEISMIC DESIGW CATEGORY A AND B. �
<br /> USE QR CODE FOR SSW GARAGE WALL OPTION 'I USE QR CO�E fOR SSW 5. MINIMUM CURB/STEMWALL WIDTH IS 6"WHEN SfANDARD SfRENGfti SSWAB IS USED. � �
<br /> iEMPL4iE INSfALLAIIIXd
<br /> EDGE NAILS S�O� tNsrt�uanoN t�srRucnotas fi. USE(1)#3 TIE FOR SSW12 AND SSW15 WHEN THE STEEL SfRONG-WALL PANEL DESIGN SHEAR FORCE IXCEfDS THE TABULATED ANCHORAGE ALLOWABLE SHEAR LOAD. F� l7 N
<br /> ,��5 EMBED REBAR INTO EXISTING FDN WAIL rvorE: �. cor�rE�otsraNCE�oR arictior�Musr cor�a�v wrrti Ac�3za-ii o.a.z. � N �
<br /> (DRILL&SEf-XP EPDXY 4°MINj 7-FT.HIGH STEEL STRONG-WALL MODEI.S �
<br /> MATCH THE SIZE,SPACING AND LOCATION ARE 80^,2^TALLER THAN 7-FT.HIGH WOOD � z `v �'
<br /> STRONG-WALL SHEARWALLS Z �j . ��Y^ ,
<br /> #Hl @ #H2.5A @ OF THE NEW FDN WALL DESIGN O w �
<br /> SOLiD #H2.5A MIN SHEARWALLS c,/) �
<br /> BLK6 @ ALL ROOF ALL ROOf
<br /> MEMBERS MEMaE�s �asnNcwa�� ALTERNATE GARA,GE WALL OPTIONS STEEL STRONG-WALL ANCHORBOLT SHEAR ANCHORAGE 4 �
<br /> WALL U.N.O.@ �
<br /> NEW WALL O
<br /> SHEARWALLS
<br /> V
<br /> SSW SIMPSON STEEL STRONG-WALL � �' �
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<br /> SHEARWALL wJ TRUSS OR RAFTER BEARING E7QSTING FTG � "'
<br /> — — . '' N.T.S.
<br /> `.: cn
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<br /> SWR SHEARWALL ROOF CONNECTIONS �.�:�: o . -
<br /> N.T.S. '� � ,
<br /> SW� NEW FDN IS CUT AWAY HERE TO :� .,
<br /> HELP ILLUSTRATE THE WNN OF �
<br /> THE NEW REINF TO THE
<br /> EXISTING fDN NEW FfG ,
<br /> (8)16d EVENLY SPACED, 16d @ 16"oc ��-� tf - *
<br /> TYP U,N.O, TYP FACE NAILS ;? � ,4, n
<br /> DIAPHRAGMPER NAILSPER NEF NEW TO EXISTING FOUNDATION r�- i,- �� �� -
<br /> STRUCT NOTES SW SCHED WALL BASE
<br /> WALL BASE EDGE NAII.S PLATE CONN ���`� ��� .
<br /> FLR RIM/BLKG P�1F CONN (SW ABOVE) (SW ABOVE) N.T.S. N EFA i EXTENT OF EXTENT OF
<br /> OR ROOF GABLE � � j; SHFARWALL SHEARWALL
<br /> � � SOLID BLKG OR DIAPHRAGM PER � ( =�~
<br /> I � e
<br /> COLLECTOR STRUCT NOTES � ( � ���''� `� '`!�
<br /> � ( � MIN 2x CRIPPLE STUD DOUBLE TOP PLATE TPS SWF SWR .�' �ry J��'�fy'�s,-��3,-;-`
<br /> RIM/BLKG �� � '� I�i�f}��. ``�:� '� �
<br /> EDGE NAILS �_ i , (�— �, . +�;.,,
<br /> #A35 PER EDGE NAIL �_ 4'-0"MIN �; �
<br /> PROVIDE PROVIDE
<br /> BLK'G @ 48"ac SW SCHED (SW BELOW) BLK'G @48"oc 1 SPLICE i
<br /> wI�oisr-wau DOUBLE-SIDED SHEARWALLS w�]OISf-WALL This space reserved for �
<br /> PARALLEL � PARALLEL ,
<br /> INTERIOR SHEARWALLS,& H�a�ER H�,�ER
<br /> Ea governing jurisdiction stamps
<br /> EXTERI4R SHEARWALLS EXT SMEARWALLS�CANTILEVERS SHEARWALL TO FLOOR TO SHEARWALL
<br /> EXTEND STRAP ACROSS .
<br /> SWF SHEARWALL FLOOR CONNECTIONS FuuwiomoFAo�ACE�r a��'��
<br /> SHEARWALLTYP TPS DOUBLE TOP PLATE SPLICE � '�'�i�����;'� �
<br /> ��E!�lif-lG
<br /> N.-rs. SWFA N.-r.s. TPSA
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<br /> �., 0 P��=d=NG
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<br /> �����'����n'�a�a� � ���m�art�����.�� �� ,
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<br /> � �—� --�--� � � �" BOUNDARY NAILS SNEATHIN6 PER
<br /> I �� f_/ / � �! '� � / / /_ / / � � �
<br /> WALL � ;, ��� � j PER NOTES NOTES
<br /> WALL BASE �' ,� �/�,— - � I I LAT B�� / �
<br /> WALL
<br /> PLATE CONN ;� I / / / �' ',,i � � � � . ! /� ,
<br /> PER SW SCHED DIAPHRAGM PER ;j #CS14 wl15-lOd fl HEADER � i �N�W �l BTWN ST11DS� ��
<br /> ANCH PER STRUCT NOTES N &15 lOd STARTII�GAT FAR � i AS REQD,�TI'P /
<br /> � � � SW SCHED � � � j� � ' ' � � f OPENING I� / � �
<br /> RIM/BLKG ANCH FER � )�jEND OF SHEARWALL,TYP� I! �, / � 3O°MIN /
<br /> � ! I ,' �!!
<br /> 2x SILL U.NA, SW SCHED � �,�` /� � I � '� � I ;; BL OW OFw/ ,
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<br /> ����'����.��'�?���: r��"d�`1"�`1"'.��.�������'�.a�: BOUNDARY NAILS f ORIGIN DATE: ��ZJ�1J
<br /> PER SW SCHED EDGE NAILS � /-/--- / 7 /_,/_ V�_ �_ � /
<br /> 2ac SILL II,N,O. ' _ __ � ) ._ . ___ _ � _ � �. 1 0
<br /> M
<br /> PER SW SCHED ��� �,�� SHEATH&NAIL �; _ �
<br /> FDN FDN '� ' ' ���� � � ABOVE AND BELO�� �i SWF REVISED: --- -
<br /> IQNG STUD CONT FROM/�� � �. � � � , IQNG STUD o ' ,
<br /> BT TO TOP PLATES E,S. ,�I � � i � OPEN�+IG SAM�F AS TRUSS CRIPPLE STUD BASE PIAT�
<br /> �
<br /> ' j �'/ OFOPENING P�/! ' ' � 4 AD]ACENT SW,TYP /f ; „ TRIMMER STUD � ,
<br /> �� 1 � � � / � , � f / ,/� , 2x4 BRACE @ 48 oc w/ `V�
<br /> �
<br /> SHEARWALLS TO FOUNDAnON SHEARWALLS TO FLOOR T4 FOUNDATION �_� /���/ � //� ���,j���`�/1 #A35 AT BTM �
<br /> u r �T—l� �-T----f T�l� _� /—�----/-/—�/`' .—.�
<br /> SWE SHEARWALL ELEVATION � �
<br /> SWB SHEARWALL BASE PLATE & FOUNDATION CONNECTIONS Ff0 FORCE TRANSFER AROUND OPENINGS ELEVATION VIEW GEB GABLE-END TRUSS BRACE `� "
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