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<br /> ; � 7abie 2. Portal frame equlvalence to bracing ir+l modei codes as determined by Figure 4. Recommended construction details for APA portai frame bracing design with ho{d-downs (For use details see
<br /> I :
<br /> I ROOF TRUSSJRAFTERS TO HAVE tested erformance I I Tabte 2) '
<br /> �
<br /> � NURRICANE ANCHORS TO PLATE �errr oF HEo,oeR
<br /> � 4:X,12(v�j(�j t-{�(�ER � Bracing First story af one•StOt')/ Flrst story of two-S�OC�I DOUBIE PORTAL FE2AME(TWO BRACED WALL PANELS) � r
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<br /> j 2 X TOP PLATE ' EX(EP1T OF HEADER SHFATHING FII1.6R
<br /> IBC �BC� SINGLE POR7Al FRAME(ONE BRf10ED WALL PANEI)� � """'� A IF NEEDED '
<br /> I � . . •. ... . .. ' • '
<br /> 2308.9.3.1 2308.9.3.1 . .. ,.�.:.:: � . �
<br /> i ! Code APA Portal Frame APA Portal Frame Design :�:3�' . . . `� . . .. - .
<br /> ! i & Design - Not in code � ,. " � -MIN.3•x».zs' Nk"'T'HEADER � . . . j�
<br /> Section - Not in code . .
<br /> IRC
<br /> {RC
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<br /> 2x . • • • ' �
<br /> . . . . . . •....A. ........�.•
<br /> 'I R602.10.6 R602.10.6 .� : s'TO18• '_.. .i , :
<br /> � /✓aTE l�j1.�17 �E�/J�T�h'!�(� Min�mUlll I ��� FASTEN TOP PLA7H 70 HEAD�R Wl7H TVJO TYPICAL PORTAL � I�� 16D 1000 LB
<br /> � $Z I 24 ROWS OF 16D S�NKER NA1LS A7 3"O.C.TYP. �a��B F�E .! I,, SINKERS H�ER
<br /> I .
<br /> 32 16 ; � P
<br /> idth s
<br /> W Tr�
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<br /> j NAILING: SEE SCHED E ��Y N� � inches � �•C '�• sTw� CONSTRUC710N „ • � , 2 Rows�
<br /> i. 3'O.C.
<br /> . 1 T I
<br /> E HFJ� H NG
<br /> , 1090 LB STF2AP OPPOS T S '�!
<br /> . �
<br /> I i Noid-Down � ..� .
<br /> /�CG�) � • FOR A PANfiL SPL�CE
<br /> , b Yes Yes Yes � Yes , . ••� �•• (IF NEEDED),PANEL "I � � . '
<br /> i MIN 32"WALL PANEL • R@ uired ? I • FASTEN SHEA7HING TO HEADER WITH BO COMMOtJ OR
<br /> �•I i�• GALVANIZEO 60X NAILS IN 3'GRIO PA7TERN AS SHOWN AND EDGES SNALL f3� �i I , MIN.2x4
<br /> SICIBS MAX .I , Bl.00KED.AND OCCUR . FRAMING ,
<br /> �
<br /> � D KING AND SILIS TYP.
<br /> I RAMING STU S 6LOC
<br /> 1 1 2 ' . � ' 3 O.C. N HLI.F c . . � � I .
<br /> � I Sheathed K�ic�r ..; �.. • wiTHiN 2a"OF MID- ..�.., ... ...� TYP.
<br /> ; i (2) �x �o� ..�
<br /> � a. Based on a 96-inch height. ' � : � ' NEIGHT.ONE ROW OF ..__. . . .
<br /> MIN.WIOTH�16'FOR ONE STORY STRUC7URES � � ��
<br /> i � b. Hoid-down refers to end sfud hold-down and not sill late anchora e, see code or ..! ' TYP.SHEATHING-TO-
<br /> p g MIN.WIDTH=24'FOR U5E IN THE FIRST OF TWO FRAMING NAILING IS .� i q200 LB
<br /> i, ' � STORY STRUC7URES
<br /> ; aiternate for details. :.� �.. RBQUIRED. :� i ; TiE ,
<br /> ! c. No hold-down device is required but a specified comer framing detail is required. � ••� ; MIN.(2}2x4 IF?�(A BLOCKING IS ; � oowN �
<br /> I i ..� MIN.(2)2x4
<br /> � 1800# MIN CAPACITY � I" USEO,TH�2X4'S MUST ��' � ;•;� DEVICE
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<br /> � i M$�37�fl M$�48 7011 SOUIh 19th Stteet•Tacoma,WA 98466 � 3�8'M{N.TNICKtJESS WOOD BE NAILED TOGETNER
<br /> � = MIN 20-16d NAILS ' Telephone: (253)565-6600•Fax Number. (253)565-7265 S7RUCTURAL PANE�SHF1+TNiNG WlTH 316D SINKERS � :
<br /> i i MIN.4200 CB S7RAP TYPE TIE-DOWN DEVICE(FMBEDDED
<br /> I I � � PLATE NAI�ING � �: : : INTO CONCRETE AND NAILED INTO FRAMING) MIE DOW N ;�: -; " �
<br /> � i (3) - 16d FOR EACH 16" MIN.2"X2'X3116'PLATE WASHER ` r
<br /> j '•, DEVICE :
<br /> � I EAR SPAN II I . ,t,� , . . ONE 5!8'OtA.AtJCHOR BOIT WITH 7'MIN.EMBEDM�N7 . (�
<br /> 1
<br /> I ! CL ' A PI.YWOOD/OSB, MIN 6d NAILS 6"O/C(EOGES) . � . ,
<br /> � ', 3/8'Sc4'x8' 12"O/C FIELD
<br /> , r i 'I � _" A s�cTtart A-A ,
<br /> i FLOOR JOIST& RIM -�
<br /> � B GWB- ti4'k8'x8' Sd OOOI.ER NAILS OR WALL.BOARp FRQNT�L�VA7IQN SIDE�LEVATIOK .
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<br /> j �i (ONE FA�E) NAIlS 7"O/G TNR �Ol1GH0UT _
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<br /> I ; 4 X �2 Hao oR 6 x$ ►�+Rp c �.W.B.-�/z"k4k8' 5d OOOI.ER NAItS OR WAILBOARD 24" LATEIRAL RE�"TRAINY' P1�,NEL GARA,GE END VVALL C)(dLY
<br /> ! 2 x <(iW0 FACES) NAILS 7"O/C TFiROl1GFf0UT -
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<br /> � � SIDING 5/8'k4k8' �6"O/C(�DGES)
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<br /> I NAILtNG: SEE SCHED F \ �I "O/C(FIELD)
<br /> 9}I�AK Y`lA1.L PAt�L �D6E ' STRAP
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<br /> P�f2 F'�AN, FlOLD03'�l
<br /> I � � . � � ,,, 'I NAILIN6,
<br /> � E ONE-SCORY ALT 6RACE NAILI &7 C�6"OJC(EDGES� .. PAf�EL NAILING TYP, T'fP. f'�R f'I.AN
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<br /> MIN 32: WALI BRACING PANEL � PANEE.(PLYJOSB}3/8'k '�&f �12 j 0/C(FIELp) �'OR GOt�TiMJ0U5 -
<br /> 2-8" i FACE , HOLDOWNS
<br /> ; � Q t ) BL MG�REQ. AT ALL EDGES(2) SH�AfZY�1/�LL
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<br /> I � '1800#AT FACH END AN�?-fOft 64LTS PtA�D AT�/s POINTS . . ,
<br /> (2) z x '� i � — - - -iNTERIOR FAG� :.
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<br /> F TWC1-STOftY ALT SRACE LING 8d �6"O/G(EUC�ES) -�-SHCAiZ fNALL 5NC/1RW/�LL YW�F�E �
<br /> i o PANEL(PLY/OSB)3/8"x 8d @12 j O/C(FIELD) PER PLAN, OGGUfZrW,P�R PLAN �
<br /> '�' 2'-8"(2 FACES), NQiD- 6LOCKING,REQ.AT�ALL EDGES TYP.
<br /> ; OWNS 3000 AT EACH END NO HCI.DOV�1 TYP. STRN'�DOY�N ��
<br /> � 3000# MIN CAPACITY S7ND14RJ OR �3)A-B. PtAC�b AYI 1/S POINTS GONTIM1Gt15 SHCARYiALL pAN�L NAILING
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<br /> ' H05A �OR T�fZMINAI�D
<br /> � � (2) 2 x OR( .)
<br /> , a4 SNEARINALL ,�_ �,_
<br /> I� A.B. / 0 WITH CUT GENERAt,NOTES TCf2MiNATIN6 511CAKWALL ,
<br /> THREADS EMBED ~ -50LE PLATE NAILING !
<br /> I � MIN 9"INTO CONC B(2ACED WAU,lPANEL SOLE Pl.AT�S NAIIFD TO FLOOft AND FOfZ TEt2MINAT�D NOLDOWN NOLDOW�t '
<br /> ,� i . _ PLATE NAILING (3)- 16d @ 16"O/C ' � S�IEAW^IALL �
<br /> I r0 p PtATE�SNALI.BE A�TO FR�MIMG ASOVE. p�a f'LAN pER pLAK i
<br /> i ; WHERE]OI,STS ARF F'�FtPENQICULAft TO WALL LINES, _"y' -.
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<br /> PROVIDE BLOC}C(MG UMD�R AND IN IINEBNTT��BRACE WALL 3 OR MOtz� 5TU DOY�N
<br /> PANEtS. j 2-STUD FfO�.DaE"{N. p N4G
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<br /> I , i A.B. ` FLOOR&RIM JOIST �
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<br /> � � � ..�-� ,� � " PANEL �nG�NAILING PER SH�AR}NA1.L SGHEqUL� _
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<br /> �, _ �.. � .� _ _ � � ONE IZOW f'���f2AMING M�MB�R,P��rAc�. N�i�. �
<br /> - � � `lVALL BRI�CIIYG PAN�EL �CIHEDI,JLE Ty���cal InterSecting Shearr�all Detall SPAGINC�O� ALI. ROY`tS TO M��T 7H� REQUIK�MENTS
<br /> � ; corvnrv #4 R�aaR � or- �+�Ni�NE�5�u�r�sH��w^v�.� Typl�al Gorner I7etaf 15
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<br /> i i 1/5 .1/S 1/5 1/5 1/5 CONTIN FOUNDATION&FOOTING , II , '
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<br /> �i !i NAIIS ARE CQUNTER SUNK �_ siNc�oaooua� sTnocEa�oisrssairt
<br /> � CIJT PtATE T1ED WITH 16 GAQE OA USE SPUCE PLtl7ES--
<br /> % �r �p� FOR A LOW PRO�ILE 4x4 H��2 6LOGKI�IG c�{���H� rov r�nT� sre�sTnnr.see secrioN soz.s.�. sE�secnoN Reoz.�z .
<br /> i � 32 �MII`I AL.T B�CED MMAL.L. P�NEL STRAP SURFACE -�'--""'� !� S^V 8d � 4"oc - -- PER f'LAN . �
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<br /> I .� . � � i � ♦• ��I FIREBLOCKAROUND � . � . . . ..
<br /> , •• STDH 14 R7 , PiPe °
<br /> " /�35 r+eaoer�-- '
<br /> � (2)STUD �� RIM JOIST GLlP,�AGH s�Tne�sc�soz.s�,�
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<br /> � i •• z (1) #4 REBAR IN (4) ibd S�. wau.srvos--
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<br /> � �. SHEAR CONE .
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<br /> � � : �; (12"MIN BAR LENGTH) .. I '"� e
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<br /> � 51hiP5QN 6BG FLOORJOIST�' y 6a � y
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<br /> I . . I, � � . . . . . � � ..��. �... _.�. � . . `\,` � . �` �� �i I' . . _�_ __.� FOUNDATION . .. � � � .
<br /> I . � � � . \\ i,�i� . \\` "�i'� 'i, . �.__,_.�. ` � . CNPPIE WNLI.�-- . .
<br /> �� r.�+- � ,,.� s�sEcnor+�eo2.a N�VAAD F.PAT7EASON
<br /> i { � Q �f � li _� siu.Pv,Te '-� � P.BA.CeR.No.Wh8i7 '
<br /> � '(2)A.B.AT Ya POINTS ` CONTIN #4 REBAR 30"MIN REBAR� f � ibd � 6'oc GONT. DOUBLE TOp _5� �� i ,
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<br /> � .LEIVGTH ( I I�v � I PLATE PEI2 PLAN � '--- --- ---.-,.--.-- DESIGNSEA4ICE �
<br /> � rJf �( R��Ft �i, ( I 2x4 N� 2— L,^__._ ___._._._----- wnu.srvos ' �
<br /> �� t t/�"M � � � f ER F'LAN FOUNOATION � 7172 BUiIER Hlll RD.
<br /> I I �.. � _.. _. _... �. _. ._.. _... - - - - ~ �FR�M�� ` %�� 2x6 NF�2—�- _.. _ wau�+aro�i.wxsHwcra+'sexai
<br /> ma.re zs>aes
<br /> MIGHOR BOITS EMBEOOED IN
<br /> I �� � TIQN FWNOA710N e FL 0.0.MNC ,
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<br /> T icai B a Gable End
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<br /> �'� GARAGE DOC3R PANEL. �� j�
<br /> , i ALT STHD HOLDOWNS �' �°1 f
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<br /> ', - ` -- .._.. Prescriptive Requiremenfis i .
<br /> , , . - ; Diagrams Show Framang Requirements ��
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