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Tabie 2. Portal fra�ne equlvalence to bracing in model codes as determined by Figu�e 4. Recommended construction details for APA pvrtai frame bracing design with holci-downs (For use details see
<br /> ROOF'TRUSSjRAFTERS TO HAVE tested erformance Table 2)
<br /> HURRICAt�E AfVCHORS TO PIATE �xrEt�rt'QF H�`�ER
<br /> 4 x�1Z MFK HEADER Bracing First sfory of one-St01'�/ Flrst stary of two-story DOUBIE PORTAL FRAME(TWO BRACEd WALI PANEL5}
<br /> 2 X TOP PLATE {gC IBC . . EXTEfJT OF HEADER �, SHFATHIIF N�E ED
<br /> SINGLE POR7A1.FRAME(ONE BRACED WALL PANEL) � "^� A
<br /> 2308.9.3.1 2308.9.3.1 .:. .. �:•�. :. � ;.. . :.�. �.:..: .:: . ,
<br /> ..::;::;x..�.
<br /> Code & APA Portal Frame � APA Portal Frame Design � '���';� � ;;�;�:,.��N.3•x».zs'�NET NEADER..� '
<br /> � Section IRC Design - Not in code iRC - Not in code . ; �•:� . .. . . <" . � � ; . .
<br /> � . z X - .�_n. :-�—���
<br /> . r_..............•
<br /> R6Q2.10.6 R6d2.10.6 :.; : s'7018� ; � ;•:
<br /> Minimum ��� ' FASTEN TOP PLA7E TO NEAI)ER Wl7H TVJO TYPICAL PORTAL � !�� 1SD 1000 LB
<br /> /�DTL' /'�JC.!?(� �E'P/��TM�}`I� ; NF1�dER
<br /> Width 32 16 32 2� EiOWS OF 16D SINKER NA1LS AT 3"O.C.TYP. 1004 LB FRAHIE i i,, SINKEftS
<br /> il/IQ Y NO T� •�� t,• STRAP CONSTRUCTION •�� 2 F2QWS� STRAP
<br /> NAILING: SEE SCHED E / � inches �•� �• �ppp LB STF2AP OPPOSITE SNEATHING 'j � 3'O.C.
<br /> �GG�� Hold-Down ; .•! � f . FORAPANELSPL(CE " � ,
<br /> Yes Yes Yes Yes
<br /> MIN 32"WALL PANEL � Re ufredb? � ,.� �.. FASTEN 9HEATNING TO HEADER WITH 80 COMMOtJ OR (�F NEEDED),PANEL "� i .
<br /> Sides ��I ��• GAl.VANIZED 60X NAlIS IN 3'GRID PA7TERN AS SNOWN AN� EDGES SHALL E3E ,�! l MIN.2x4
<br /> MAX. ,,� BLOCKED,AND QCCUR i • FRAMING
<br /> �jhgath@CI 1 � 2 � HEIGHT I � 3'O.C.IN ALL FFtAMING(STUDS,BLOCKING,AND SILt,S)TYP.
<br /> .•j . WITHIN 24'OF MID- .•j; , ; ' TYP.
<br /> �2� 2 X a. Based on a 96-inch height. t0� "' i ' HEIGHT.ONE ROW OF '
<br /> . : ,.
<br /> ..
<br /> , ••� ; • MIN.W3DTH�16'FOR ON�STORY STRUCTURES 7yp,SHEATHING-TO- j �
<br /> b. Hold-down refers to end sfud hold-down and not stll plate anchorage, see code or � MiN.wiorH=za'FOR USE IN THE FIRST OF 7W0
<br /> aiternate for details. � STORY STRUCTURES F�ING NAILING IS � azoo�a
<br /> REQUIRED. ;;I I • TIE
<br /> c. No hofd-down device is required but a specified comer framing detaii is required. ;;I `: � MIN.(2j 2x4 MIN.(2j 2Y4 IF 2X4 BIOCKiNG IS , i ' DOWN
<br /> . 1800# MIN CAPACITY ��� USED,7HE 2X4'S MUST ��• � !,� DEV�CE
<br /> MSf 37 OR MST 48 701 t South 19th Street•Tacoma,WA 98466 � 318'MIN.THICKNESS,WQOD BE NAILED TOGETN6R •
<br /> MIN 20�16d NAil.S 7elephone: (253)565-6600•Fa7c Number. (263)565-7265 STRUCTURAL PANEL SHEATHING WITH 3 16D SINKERS '
<br /> MIN.4200 CB STRAP IYPE TIE-DOWN DEVICE(EMBEODED �
<br /> PLAI"E NAILING � . INTO CONCR6TE AND NAILED INTO FRAMING) MIN.1000 LB �
<br /> (3) - 16d FOR FACH 16`� MIN.2"X2'X3(16'PtATE WASHER DEVICH N
<br /> ��. ONE 518"OtA.ANCHOR BOLT WITH 7'MIN.EMBEDMEN7 �� �
<br /> CLEAR SPAN �.'�' . . • . , :��','
<br /> � A PI.YWOOd/OSB, MIN 6d NAILS 6"O/C(EOGES) . .
<br /> 3/8'k4'x8' 12"OJC FIELD
<br /> ' FLOOR JOIST& RIM . � �B _ �,�,�, ��ER����W�p FRQN7 i..EV TIQN • — A SECTION A-A
<br /> . ,�jDE�(.BVATION
<br /> (ONE FA�E) NAIIS 7"O/C TNROl1GHOUT
<br /> . 4 x 12 HRD OR 6 x 8 HRD c c.w.g.-���xQ�s' Sd OOOt.ER NAILS OR WALLBOARD 24" LATEIR/AL R.E�TRAINT PA,NEL. GAR,A,GE END VI/ALL q�ILY
<br /> 2 x (iW0 FACES) NAItS 7"O/C TtiROUGHOUT
<br /> b S7RUCTURAL PAIYEL CORROSION RESISTNYT 6d NATLS
<br /> ���� ��-�� ���;��-��1��'�
<br /> SIdING S/$'k4k8' �6"OJC(EDGES)
<br /> t NAILtNG: SEE SCHED F \ �I "�/C(FIELD)
<br /> �� 5fI�AR Y'{ALL PAt�I. EqGE ' STRAP
<br /> P�R F'1_Atl, NAILING, HOLDOY�W
<br /> � E ONE-St"ORY ALT 6RACE NAILI /gd �6"O/C(EUG� .. pAf��L NAILIN6 �. �p. ���
<br /> MIN 32: WALL BRACING PANEL PANEI(PLY/OSS} 3/8'Sc g� ��2"p�C(��p) f'OR GONT{MJOUS -
<br /> ¢ 2'-8"(1 FACE), HOLDOWN5 g� MG REQ. AT ALi EDCES(2) SN�ARY�LI
<br /> � '1800#AT EACfi END AN�O�BULTS PtACED AT ys POIKTS
<br /> _ � / —INTERIOfZ FAGE
<br /> �2� Z X � F TYYa-STOftY ALT BRACE LII�lG 8d �6"O/C(EDGES) -�-SNCAR Y�ALL 5N[Ai2Y�V+LL V�H�RE
<br /> , o PANEL(PLY/OSB)3/8"x 8d @12"O/C(FIEID) PEi� 1'LAN� OGGURS,P�R PLAN
<br /> '"' 2'-8"(2 FACFS), tiOi.D- BLOClQNG REQ.AT ALL EDGES
<br /> 3000# MIN CAPACITY S7ND14RJ OR 4WNS 30d0 AT EACN END (3)A6. PtACElj qT 1/5 POINTS GONTIMIGUS 5FICARY�ALL PAN�� NAlLIN6 �—.E�-DOV�1 np� 57RAf'HOLDOY�N �p'
<br /> NDSA (Z) 2 x OR( � FOR TERMINAI�D —
<br /> A.B. 3/4 0 Wi"TH CIIT SNEAfZYVALL o � oi
<br /> THREADS EMBED G����'��� TtW�11NATING SHCARYtALL ►-
<br /> -50�E PLATE NAILING
<br /> - MIN 9"ItdTO CONC g�q�d W��iP���F�����.O ���D t"Of2 TEFZMINAT�D NOLDOWN NOLDOWN
<br /> PIATE NAI(1NG (3)- 16d @ 16"O/C TO P PtATES�SHAl..(.gE pN(�iqfZEp TO F�MING ASOYE. '}��A��'L I'E�2 PLAN P�R pLA�I
<br /> WHERE]OI,ST'S AR�F'EF2PENDICULAR TO WALL LINES, --1- -.
<br /> PROVIDE E;IOClQMG UNDER ANQ IN LINEV��BRACE WALL 2-51UD NOLDO}^IN. 3 ofz Moi� 5�iUp NOI.DOYW
<br /> _ i A.B. i FL(}OR&RIM JQIST PANEIS.
<br /> _ _.._. ___._ __._ r. ,. _ C..--� � �-'"�J�l t�-1 C�� ( �-aC�•� � � PANEI. �DG� NAILING P�R SH�AfZ}^IA1.L 5G11�DUL� -
<br /> � �liIQLL BR.�CIIVG P,aN1EL SCHED�lLE Ty��Ical InterSecting Shearwali Detall �AGI�lC�wO ALL fZO�f"{S TO ME��T 7H� REQUIi2�M�NTS
<br /> CON7IN #4 REBAR
<br /> Or TlIE HIGNE(Z STR�N6TN SH�AR1^{/�1.L Typlcal Gorner I7etal I�
<br /> - ON FLOOR Pt�1N '
<br /> 1/S .1/5 1/5 1/5 1/5 CONTIN FOUNDATION&F007ING
<br /> NAILS ARE COUNTER SUNK STAOGERJOIST5241N,
<br />. SINGI.f OA DOU9LE . CVT PIJiTE TIEO WITN 16 GAdE Ofl US6 SPI�CE PLATES- �
<br /> rr FOR A lOW PRO�ILE 4x4 N��2 6LOGKI�16 � �{�,���� TO➢FIATG STEELSTRPP.SEE SECTION 602.6.1, SEE SECIION RBOZ32
<br /> 32 MIM ALT BRA.CED 1NA,LL P,�1VE� STRAP SURFACE r�"''� W/8d � 4"oc PER t'LA�!
<br /> , � _---- --_ �
<br /> •� FIftE9LOCK AROUN�
<br /> , .• STDH 14 RJ PIPE
<br /> (2)STUD :• RIM JOIST �P,�AGH s"�r�s cuoz.sc,�
<br /> 4 x POST �: o INSTAIlATION ..
<br /> MlP R502_5(�
<br /> 51D� ���� �p �5 .WCK S7UD5 OR
<br /> , SIMILAR �� � •"
<br /> TRIMMERS
<br /> " � (1) #4 REBAR ItV • (4) Ibd S�. wausTuos--
<br /> •, SHEAR CONE � ;; ��'H �� C�'ja � SEE SEGTION Fi602,9
<br /> .. (f2"MIN BAR LENGTN) •• y�
<br /> .. ... �. e
<br /> .. ,, .�.�5 �` n ,
<br /> •• ( LR f��fVl ~ g�M SOU08LOCKIMQ Q � .� �
<br /> � � � •• 51F(P�pN 6BG Ftnoa�oisrs 6 �v
<br /> BUCK OUT FOR dOOR ..a - '' � � ���� B�� SUBFLOOR y � ���'
<br /> _ � �� U � •� �
<br /> � � �
<br /> �\ '�` I CANhlEGTOf2 b��r�ru�a�e�
<br /> \` `� •• r �i FOUH�A710N
<br /> \\ ��..��� ��� .•-��+' --- -�.� .-.--j CFiIPPLEWALL.... .
<br /> �� '�' .! s�sEcnoN aeo2 o Hd,"JAAD F.PAT7EASOH
<br /> "(2)A.B.AT Ya POItVTS� CONTIN #4 REBAR 30"MIN REBAR� Q� ` � C � Ibd e 6'oc GONT. DOUBLE TOP----� SILLPLATE -'^-'^--^ --� � p$�.��w��
<br /> LENG(H t t / „ r1 ;� � PLATE PEiZ PLAN —STUU YVALL -- -- --_.._____ oesi�Nseavice
<br /> �t yz MI � P�R�LAN � T
<br /> � t� �N�R i'/ 2x`� N�#2�'� _ ___._..._____ w�°n� 7i728UTLEAHiLLRO.
<br /> L---�� - BVRCINp10N,WA5HNiGipNgp2�}
<br /> �_ -` � � T� ' � �. ` � _ � � ` � }��ROM C� ` /{�/ �X� N���-� M{CHOft BOLTS EMBEDOED IN ��E 75)-06E5
<br /> FOUNDA7ION 8�1',O.C.MAX,
<br /> _ � ��T�QN � Typical Brace a� Gable End . -
<br /> ..
<br /> GARAGE DOOR PANEL
<br /> ALT STHD HOLDOWNS ' Pre Crl �IV� �e uiremenfis � ��
<br /> s p q
<br /> " Diagrams Show Framing Requirements ��
<br /> �l`�'`� � ��i�����- �
<br /> ` 1���/1��1�� �fl� f��r"ii�l�'
<br />
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