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7abie 2. Portal frarne equivalence to bracing in model codes as detsrmined by Figure �. Recommended construction details for APA partal frame bracing design with hold-ciawns (For usa detaiis see
<br /> ROOF TRUSS(RAFTEFtS TO NAVE tested erformance Table 2}
<br /> HURRICANE ANCHORS TO PLATE exr�Kr oF H�oeR ___
<br /> 4 x�12 MT�i tiFADER Bracing First story of one-story �irst story of kwo�sfory DOUBLE PORTAL Ff2AME(fYJQ BRACED WALL PANELSJ
<br /> 2 x TOP PLATE ExrEM'oF H�oER SHFATFtING FIIlER
<br /> IBC �BC SINGLE POR7AL FRAME(ONE BftACED WAI.t.PAN�L) � � "'�'�" A tF NEEDEO
<br />" 2308.9.3.1 2308.9.3.i .. a.•... :- ;.. .: . .�. � •
<br /> Code APA Portal Frame APA Pa�tel Frame Design - �.�=�;��,'. ., : .: . ..
<br /> 8c 8c `:1:,.MIN.3'X 11.25' NET NEADER.:�;:
<br /> , ' Section !�C Design - Not in code IRC - Not in code • . .. . - , � .`.
<br /> . 2 x � x.� :�,-,�
<br /> R602.10.6 R602.10.6 '�t-� � � •— -s'TO 18� ` i ����
<br /> MinEmum ••i : �� TYPICP.L PORTAt. ! 1 I�� 16D 1000 LB
<br /> J✓DTL' /�j(�n �E�/��T/�-f��-{r � � ; FASTEN TOP P1.A7E 70 HEADER WITH TWO � �`�-� Ii�ADER
<br /> � � R O W S OF 1 6D SI NKER NA1LS A7 3"O.C.TYP. ����-B F�� .! (,. SINKEftS
<br /> W i d t h 3 2 1 6 3 2 2 4
<br /> NAIl1NG: SEE SCHEfl E "�a'� '�O r inches ••� �•• sTru,� CONSTRUCTION .•� l � ; 2 aows� sT�nP
<br /> /�CLL'�) - . ..! f , 1000 LB STRAP OPPOSITE SNEATHING "j 3'O.C.
<br /> HOIC{-Down , � FOR A PANEL SPL�CE ,
<br /> b Yes Yes Yes Yes , IF NEEDSD),PANEL
<br /> • R@ uired ? ,,! �.. FASTEN SHEA7NING TO HEADER WITH 8D COMMOfJ OR t 1,I
<br /> MIN 32"WALL PANEL '�
<br /> Sides
<br /> ��I !•• GAI.VANlZEO BOX t�tAllS IN 3'GRIO PATTERN AS SHOWN AN� EDGES Sh{ALL E3E � MIN.Zx4
<br /> MAX ,,� 6LOCK�D,AND OCCUR , . FRAMING
<br /> Sheathed 1 1 2 1 NE�GHT � ' 3'O.C.IN ALL FkAMING(S7UQS,BLOCKING,AND SIU.S)TYP.
<br /> ..j . WITHIN 24'OF MIO• ..i ; . _ ; ' TYP.
<br /> �2� 2 X a. Based on a 96-inch height. 10� "' � � HEIGNT.ONE ROW OF _'_.' , �
<br /> b. Hold-down refers to end sfud hold-down and not sil! late anchora e, see code or ;� i ' MIN.WIQ7H b�s'FOR ONE STORY STRUCTURES TYP.SHEATNING-TO- ,�
<br /> p 9 MIN.WIDTH=24'FOR USE IN THE fIRST OF TWO FRAMING NAILING IS .� I 4200 LB
<br /> alternate for detaiis. :,� �,; STORY STRUCTURES RE�UIRED, •;� � ; -r��
<br /> c. No hold-down device is required but a specifed carner framing detaii is required. ';I, ! MIN.(2)2x4 MIN.(2)2x4 �F axa e�ocxiNc is � ; � oowN
<br /> � J.800# MIN CAPACITY �" us�o,rf+E zxa'S MUST "� � !;' ��v�ce
<br /> MST 37 OR MST 48 7011 South 19th Street•Tacoma,WA 98466 � 3/8'MIN.THICKNESS,WOOD BE t1A1LED TOGETHER �
<br /> MIN 20 - 16d NAItS Telephone: {253)565-8600.Fax Number. (2.53}565-7'l65 S7RUCTURAL PANEL SHEATHING WITH 3 16D SINKERS �
<br /> M1N.4200 LB STRAP 7YPE TIE-DOWN D�VICE(EMB�DDED
<br /> PLAT� NAILING INTO CONCRETE AND NAILEO IP7T0 FRAMING) MIN.i00D LB �
<br /> (3} - 16d FOR EACH 16`� "' MIN.2'X2'X3(16'PLATE WASHER DfEVIC�E N `�'.
<br /> _ ;�.
<br /> �`� ONE 5/8'Ditl ANCNOR BOLT WITH 7'MIN.EMBEDMEN7 �
<br /> CI.EAR SPAN . , , '•:'_ �,'. ;...
<br /> �.,
<br /> �
<br /> A Pt.YWO00JOSB, MIN 6d NAItS 6"O/C(EDGES) � . }
<br /> 3/8'Sc4`x8' 12"O/C FIEI.D `I
<br /> ' FLOOR JOIST& RIM � g Gyyg . y4'kg�Xg� 5d Cpp{�R NAItS OR WAI.I_BOARD FRQN7�t,.�VA71QN � � A SEC710N A-A
<br />- S1p�ELEVA71oN
<br /> (ONE FA�E) HAIIS 7"0/C THR�t1GHOUT'
<br /> ' 4 x 12 HRD OR 6 x 8 HRD C G.W.B.-'h"ka`x8' Sd COOi.ER NAil.S OR WAi.L80ARD 24�� LATEIR.A.L RE�"t'RAIN�' PANEI. GARA,GE E�D VI/,ALL C?i�LY
<br /> 2 x (TWO FACES) NAILS 7"O/C THROl1GttOUT
<br /> a srRucruRat.Palv�. co�Rosiav��srsrnrrr sa rvntcs
<br /> " ✓U�-- ��'�t 1�' "' i�� l���
<br /> SIDING 5/8'k�k$' f-�6"O/C(�DG�S)
<br /> � NAILING: SEE SCHED F \ �I "O/C(FIE1.D)
<br /> StI�Af2 �'{ALI.- PAN�I. EDGE ' -STRAP
<br /> P�IZ E'�AN, TIAILIN6, NOLDO}"�i
<br /> E ONE-STORY ALT BRAt� t�EAIII /8d �6"OJC(EDGES'� .. -pAfd�L HAILING �. rr�. ���
<br /> MIN 32: WALL BRACING PANEL PANEL(PI.Y/OSEi) 3/8"k &i @�12"O/C(FIELO) �—=�.v__:= �-
<br /> �o�cor�r�r�uou5 �--------
<br /> Q z�-a�ti �Ac��, Na�.00wrls s�. r�c�. ar At_t_���s�2} �{����
<br /> � �1800# AT FACN END A�iOft BOLTS Pt�D AT 3/i P'OIIYTS �-��._...�..�.. - �---
<br /> / I
<br /> � �-'— --INT�fZIOfZ �AG�
<br /> (2) 2 x � F TWO-STOftY ALT$RAC� LIFtG&1 �6"O/C(EDGES) — - - -�-SH�AR ti^tALL I 5HL-AizY�ALL YiHEf2E
<br /> � o PANEL(PLY/OSB) 3/8"x 8d �12"Q/C(FIEID) PER PLAN, I - OGGURS,F'CR PGA�I
<br /> '�' 2'-8"(?. FACFS), F►�i-D- B�.00}QNG REQ.AT ALi.EDGES
<br /> 3000# MIN CAPACIlY 5TH014RJ OR dwNS 3000 AT �CH �ND (3}A.B, PtACEjj AT 1/5 POIt�lTS GONTIN11GU5 511CARYrALL pAN�I NAILlNG ����o�� �P ��--�po� �p
<br /> H05A (2) 2 x OR( ) - f�OR TERMINAi�D =--�_------�== �---�
<br /> Sf�FARWALI_ o r n -- — ��
<br /> A.B. 3/a 0 WITH CIJT GENERAL{�f0"(� TCf2MINATING 511C1�f�1'{ALI.------►- -SpLE PLAT� NAll.l�(6 i
<br /> 'i'HREADS EMBED
<br /> � MIN 9"IMTO CONC Bf2AC:�D WAUf�PANEL SOi.�PtATES PtAI�Ep TO FLOC3R AfVD f"OR T�f2M1NAT�D NOLDOWN - NOLDOWN -
<br /> PLA7E NAILING {3} - 16d @ J.6"O/C TO�' PLA�SHA(..(,gE AN(�iOf2ED TO F�MIt�fG ASCrlE. - '��A��� pER pLAN f P�R PLA�t
<br /> YVNERE JOT,�ST'S ARE PERPENQICULAR'il� 6��WAIl'CINES, - -�- - �
<br /> PROYIDE BLOCtQNG Uf�D�R ANQ IN t,INE 1�rITH Bf2AC�WALL �..��p �p�, 3 OfZ MOiZ� 5Np L��OwPI
<br /> . ; A.g. i FLOOR&RIM JOI5i� PANELS.
<br /> � ._ ,...r .____. ____ ,�. _.. _ �� � '�C�1� G�� � �.aG� � � PAN�L �n�E hU�ILIN� PER SH�AR YyALL 5GflEnUL� -
<br /> T �{GG1I In�erSeGtl�l Shearwall Detall Di� ROYY f'�f2�f2AMING M�M6Cf2, PEi2 rAG�. NAIL
<br /> 1�/�LL �R.�CING PANEL SCHEC�ULE y� � 5f'AGING O� ALL (ZOYV9 TO M��T TH� f2[:CxJIf2�MChtTS
<br /> CONTIN #4 REBAR
<br /> 0(= TlI� NIGHER 5TRC11GTH SNCARI^V�1.L Typ��al Gorner I7etall5
<br /> - ON Ft.00R Pt.AN
<br /> 1/S .1/5 1/S 1/5 1/S CONTIN FOUNDATION &FOOTING
<br /> STnpGER JOISTS 2a IN. �
<br /> NAILS ARE COUNTER SUNK SINGIf ORDOU9LE ORUSESPI�CEPLA7FS--
<br /> l/ 4x�t H��2 6LOGKIHG roe e�s,rc CUT PCATE TEb WIT}t i6 GAQE SEE SECi1DN R6023?
<br /> 32 MIM /�L? BRACED 1�l�,LL PAIV�L FOR A LOW PROPILE ���.,�H� STEELSTRAF,SEESECT10N602.6.1.
<br /> STRAP SURFACF �"'"�� {^V 8d � 4"oc PER PLAN
<br /> • � —_ _---_� �----� ---- -!
<br /> •� FIftEOLOCK AROUND
<br /> " STDH 14 fLl � P�PE
<br /> •' A35
<br /> (2)STUD •• RIM JOIST GLIP,EAGH � s"�T�sasoz.sc,�
<br /> 4 x POST :: p INSTAI.lATION .�
<br /> SID� I .fo,CK STUOS OR_ M+o asoz,sp�
<br /> . SIMILAR •' � '" + GABLE ET�D Tftl�S rai�ne�e�s
<br /> .. �, ..
<br /> .• z (1) #4 REBAR IN (4) ibd Sfi w,u.i.sTvos--
<br /> •, SHFAR CONE � � ��N �� �Tj SEE SEGi)Oti R802.3
<br /> „ (l.2"MIN BAR LENGTH) •• �y
<br /> •. ..
<br /> �
<br /> �� �
<br /> •• •• Tf�S,— _` souoet.ocwr+c� '
<br /> � � •- ������ Bo,�M � ,04► a =
<br /> •• ainrs ¢ c�
<br /> � �JIMf��GEG FLOOA.fD1ST5 6��� ���
<br /> { BUCK OUT FOR dOflR "�- � •' I � 6ABL� B�GE �
<br /> � —}� �� ^^�� �l � V � •� ' SU8FLAOR b, �
<br /> � �\� � I GONNEGTOfZ _ �am��fl�
<br /> `� � •• �.i FOUNDAT70N
<br /> � \`�� •4+r'^` \`� --�"'��''� V .� �� � � s�sEcno�aeo2o HC7�VAROF.PATTERS4N
<br /> �(2)A.B. AT '/a POINTS� l CONTIN #4 REBAR � ~ 30"MIN REBAR� 0� � � C � Ibd e 6'oc � SILLPIqTF ------- —� � PBA.con.t+o.w��
<br /> L���� � 1 GONT. DOUBLE TOP --5� �� � -
<br /> !�` `/2`M�� �i ';, Jf 2x� H��2—�- �LATE P�R PLAN I PCR�'LAN I _T^ FOUNDAT70N � ��z`o�iE�H i Ao.
<br /> � � ���NE � � L_.___.._A _.______---- wnu sn,os DURUr+6T0��,lYhSNINGTOH 9d2JJ
<br /> .�. ____ .._ �. � ._._ � _... � ._.. ._ _ _ . �FR�M � ��� 2x6 N��2—�- _ _ .
<br /> ViSONE 75)-0675
<br /> At1Ct10f(OOLTS EMDEO�ED IN
<br /> fOUNDATIOM 8 Ft;O,C.IANC.
<br /> �� T�pical Bra�e at Gable �nd �y�� �� �����-��-
<br /> GARAGE Dt�OR PANEI �����'"p�aj�� ���a �������'
<br /> A�.T STND NOLDOWNS y v uirements � ��
<br /> . Prescripti e Req
<br />- � Diagrams Show Framing Requirements �� .
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