HomeMy WebLinkAbout22x24 Garage-SOG #LLRACTN6R;QUTR 111
22'_0 {Ioascwalls. �T',: f rVI�YII�11Ulru f IUI11 Vlllu
q'Minimal YanelRequired AtAll Corners Using Method Of CS-WSJ, a
ti _
�$"braced q$"braced An AddhVial4'Tanel On All Wall Lines Greater lam 42'Tn Lcngth Minimum ;
member o
Ann wall 0 f f4f,;Areater In 4'Frnm One Wall Line To Al,48r: thickness
treated C�I(r�� ���rVe�
(see General
WaII Panel WaII Panel Notes) Preserwtive- '� v/'I 'I Y V'
barrier may
111110 d CS'WSP Wl&W CAST faarage Walls, be regNired
Ilcixn WaA A f)t (1.�1nI117N11x[IlrO VOAl11 r0A 6k AnkknlY 9lnka ll�?Ina ulnll - .0 /•, /�
451Draw �$"braced VQ1 I)I',IIIVN VI VJ II ITIVIN VVrynJIIIV PIVIVIIVN III VVI IVIII I INIV VI IIIU HVIII, ,,.,I n,, 1 1 1 1
Including?heJackStudsWhich ramcTheOpcning,Metal Straps R004ired �/ P/�/
WaIlPahel WATA061 IlkllnaTnnll�?lnaulnll7xrlHAixn?lnaulnll?nnl.Pnn9lnkoc?lnal�anaarDnNY �I�v,l 'rims I no Kum
�ethOdCS'WS� �e�DdCS•WS� Ili IIIUIVYVII flu rYNII,J.nVINRXIVIIIIVIINIIIVr1YlMrIY11UJ,IIIV UNRUIYVryII � •�e,• 00
lon The Same Jack Studs,
Vertical HTT5Ir1MDelatlon MSTC
(HT(4 seTx7sr)
, Roof Trusses
" - EXTENTOF(H ADRaW(THWIuGCAN PORTAL FRAME Approvo for (;ens rUc lob
Z Z4 O,C, Q
Y_t B'FINISHED WIDTH OF DPE NNO
FOR SINGLE OR DOUBLE PORTAL
TEN$ION STRAP PER
P ONV ALL •; TABLE R602.106.4(ON ----
NEICHT OPPOSITE SIDE OF '
it sf4 d�rdCo�s�rUG�io� ►�esl No�esl
SHE ATHIM G)
STEELHE E'E PROrIBITEL; ...
NEEDED,PANEL ._..
SAUCE EDGES SMALL :••=•� NOI ,
FASTEN SHEATH ING TO HEADER WITH>Sa OCCUR OVER AND BE FASTEN TOP
T ��' COMMON OR GALVANI2ED BOXNAILS IN TORN) l NAILED TO COMMON PLATE TO
l/� O PATTERN AS SH OWN BLOCKING WRHIN HEADER WITH IIIxTerior}�oUse Walls Are(P"Unless NoTed OTherwlse,
p �I •h; MIDDLE 24.OF WALL TWO
IICADCRTO JACK.iTUD STRAJ•P[R TADL[
/Ir/) /r °• MID-HEIGHT.ONE
ROW OF r O.C.
ROWS OF IOU
OPPOSITE SIDE OFSMEATHNGOPE NING l SINKE 3 O.Cp S AT L All
xTerior 6ara9e Walls Are 4'Unless NoTed OTherwlse,
NMUNO IGRCOUIRCD
•Aj j+•� I INEMNPANEL EDGE.
,w\� MIN.DOUBLE 2X4 FRAYING COSERED WITH MIN. II _ �_MIN.3R'W[gD
UnfiNlsNc�Con ctc z Wrr 1 00 COMMONKWOOD OR GALVANI=OCTURAL DO SHEATHING FRAMETYPIC L PORTAL STRUCTURAL III I�Terior}�oUse Walls re 311Z°U�IeSS NoTed OT�erwlse,
B b .PI Ijal WITH UO COMMON OR OALVANI2rD[qX NAJLO AT ,; FRAME CONSTRUCTION PANEL
S.O.C.IN ALL FRAMING(STUDS,BLOCgNG,ANO SHEATHING
It
$ILLS)TYP. �MIN.DOUBLE 2X4 POST 1/ p /I �/I I/� I,1/II ICI
,V YIN.LENGTH OF PANEL PE0.TABLE R602.10.5 NOONG AND UMDER or JACK IUD).UIDS t)V mor S06 of 4196419 f ld W0 f o�'IVIafw,
NUYDCR Or JACK
STUD).
MIN.(2)4200 LB STRAP-TYPE HOLD OWNS PER TABLES RS02.5(1)&
0 (EMBEDDED INTO CONCRETE AND NAILED INTO
FRAMING)
MIN.REINFORCING OF FOUNDATION,ONE e4 BAR
TOPAND BOTTOM OF FOOTING LAP BARS 15- MIN.1060 LB HOLD-0OYYN
YINIY DE VICE(E M BEDDE D INTO NDIy,
CONCRETE AND NAILED IJ
SIIlpsohl'IJTC/ZS�rapRegUlred __ _ _-_-•-_—_- r- -_ INTO FRAMING ______ " v/� PIA1e
--r-----------`-_Y_ TypicalheadercohsTrUc wis13-314 from LAW Q _
MIN.FOOTING SIZE UNDER OPENING IS 12-X 12-,A TURIIED- �y
Atf clili OfOvOud�mr c �DGWNSLABSHALLBEPERMITTEDATDOOROPENINGS. 2X6TopYlAte w _�
MIN.(1)SW DIAMETER ANCHOR BOLT INSTALLED PER the
�h I (4 (,
Door leader�erTiqure��DZ1DWZ � R403.1.6-WTH2•X2'X311V PLATE WASHER
I'IeTo�of T'Iewall,,,WI�aI] Io��laTeJ Z!1
o P m FRONT ELEVATION SECTION t
t2 �1 1.114 }deader and�DTTOim�IaTel _1 7z10>�eader w
w o For SI: 1 inch=25.4 mm.1 foot=304.8 mm. �� 7 � o
SImpSOh} T5 FIGURE R602.10.6.2 2xG13o+,Plate o
�racketRequired METHOD PFH—PORTAL FRAME WITH HOLD-DOWNS UhIeSShDTedoTherWlSe, :_
Ihere f ore a if The wall is,,,
braced >�I LDGa�1Dh, " TAB BRACING METHODS ued " " WaIISht'g >a
�$braced CONNECTION CRITERIA' $ 111$ Tall Typical header N*t is(-1131$� � _o -�
t " Wall�ahel METHODS,MATERIAL MINIMUM THICKNESS FIGURE Fastonam Spacing I " `i �
fi 1D$111$ WAIITA461 q 111$ Tall'Typical header 4*t is
Topof Wall Wl&WCAST llvl x�'D 4 PFII Nam .
q ,'a II 'rI r N�ethod CS'W5� Portal frame with '/•" See Section R602.10.6.2 See Section R602.10.6.2 a�
Ili (2�1t"fiK� Lt�VI� . — . — . — . — . — . — . — . —I hold-downs
Wall Sahel
NOI�; Iw
we
o
m6l d CS-1 m PFG the hUimber of Header Jack stA required per o � R � —a
Portal frame at e
" See Section R602.10.6.3 See Section R602.10.6.3 �--( Q 8
E garage
headered opmq loot
Llne.fConcreteWalk ~~ » �
°I � I arr'r•InnM GI/lnoMlMn rlMnle'Tnrinr.4u�uMlerr Mnbe,�nklnovl)Nre A! ~� � "�' �
L.v)) I Vim) vFvVllrly')Vi9ly dmulI )I VIN VIFIIU))Flu I UVt u I Vlvl VVDU,
C'S-RSP Exterior Sheathing per 6"edgesl2„field iI .FII
T: Table R60_3(3) G R VfUVIIMn VIUVIVIU MUP l ViAr uMlerr MnIOA nllnowulra QN e�
215
Continuously sheathed 6 J 'jJ v�urllrlul NUVIUIUOGIVE,)IVIUI)VIrIIU))rIUIUNUIVIvIWI)U,
wood stmizi ual panel Interior Sheathing per Vanes by fastener / I �� �17 A
iAo"1DD'-0" Table R602.3(1)or R602.3(2) 6reaTer Ihah$ OpoM-see header hothw for required jacks studs F ¢"
oop CS-Ga'
r Continuously sheathed
TDp Df TDUNdatIDN WaII wood structural panel 'i•" See Method CS-WSP See Method CS-WSP
A wl WA rA61 [, adjacent to garage t openings NM:
241 011 r QQ,, C Ififl,
5ZV SQFT Continuously sheathed -` " See Section R602-10.6-4 See Section R602-10-6-4 Window Fall Trotafioh,Were Applicable,to�e
c portal frame 1),._„leg X 0 1 2„din
Installed�y Franllhy Crew As�6plred Per Code,
TDpof TwFmy I�IP fl?,VATIN (for thick sheathing)
U CS-SFB° )/,"or='' "for 1T,' "Ion X0-12"dia-
v�v�.: v S W 1►11 1�/ g �13Dq,D312,
� ' Continuously sheathed maximum 16" (for- ,;"thick sheathing) 3"edges 6"field Q
structural fiberboard stud sparing _ galvanized roofing nails or
8d common
(2!_"long X 0-131"dia.)nails 5
NOI ;
0
Smoke Carbon Wlonoxide lPetators�gRired Per o z
We;txxt Locations Io�e 1�eTerimihed�y�Uilder 6
Vvrnc a rv.P 4P..nl nri i L r and�IecTrical Contractor, �'
22—o UA vivll v w I vv vl t v 910e5
I 1 II III I yl I u1AC'Y�7A1 Y11'D). �Tnn 0 lnlnlmn nI15m1n AI.A 0A1161lr1
hoof door "Y14 Overlum { eel�{ei4t door Level Notes WI 177 rUl �L FUW)1W aJ VVG1l GI (A-1 LG1VG)(AYIUI VIAIIGJ))
r / NOTE; 6
TAAf L-hAn Live f,riTP,ria;1-h4h flhhr 1_hAAwA Live,,(.4exia;L_INA SI12 1211 �'1I1�° Wlain w115132"0snoof Sht'9 � -
0n�n ineered�oof Trusses, Werior�lashiny�egUired�asedOnlnsTallaTion
Tnpfl_AadINATnTalfrlTerla;I_I1VD �Innrl_Ilad....ATnTaICrITPrIa;L�7�D J TNckrNrkinNc��G�nnlivvlWlnNl��nckl�rvrcPrn�Nrkc
,, s
Top Chord Live Load;35�S� Top Chord Live Load;q'0�S� lIIJ I I VIV I IVgJV VV11'I'11VYI I'W19VIl YIV I V11 VI I VVIVIV I J I J x c
Wind WASh%cki9 Used On Structure And Wegk w es,
Top Chord bead Lod:1D TS f Top Chord bead bad:15TS , , , 4 s[�
P s s
%++him f hnrd Dead 1-nod-1 n�� %++him f,hnrd Dead 1-nod
S + 6
`y1 7�,�n1 y(1r .�n1 SIn1p50n
IV 1 •, I
f WN IPATION WALL; Truss Lock Steel Drip Edge
Screw or Elul, Varies krehT'bUildih Code C M Iiaot WinWow Well IN
WI Over Steel FASCIA 9 p
Top of Typical Wall�1DDI�D" l�raina e,Where�pplicable,�S�pplicable�ased `�
1 Course of V wide dock 0n WI 2x�SUbf ascia Typical
12 beep x 12I We WI AIUnlinUnl Soffit On rade 9 9
�rchitectUral asphalt Shingles � flh �Uil ih l�esi h, �
erilmeter Footing To 1 A I_'{� 'I)7nI1�Il .—e T Ag, 0 1AI nlnlrAll;n,lnr I -
0�
I N +
Thick Concrete Slab WI 177 r011 LL r�UW).LUU W Vh4_I OT al LUVU)MA\Ynll n�lr�VIO VUIIIOJ)j s
II
w115132"006of Sht'
S,DDD TSI Concrete 9 A Maim Of$D SQL f Allowed Of UNprotut d Ceilihq
�, On�n9ineered�oof Trusses, /�1 rQ, 1 rQ /�� Q, /�( (r/� r s
VI Y V Y V VI N VI VVI Berea to)Illcwl�Ar MP.&Atlival I i0k TM WPAAaNical rv^olm z
12 Steel lPrip Edge
ti 11Z" =1' 0" Sole
W1 Over Steel fasciaNOI ;
N
N
I 106-1116 W1 Zx( Sub f ascia Typical CUrr*�Rildih9 We Colmpli*Vockihy Ih dewl oor Syst
11A,0Vt A%1A► ,0A Topof Wall M13 WALLS; W1 Nuimiw Soffit
VUIvIWUI UI I vUl �xT�RI�R WALLS; for future�xTerior beck, Location To�e 1Peterimihed�y _
2x4 Studs at 1(P°O,C, �j'-o I o
2x4 Studs At 1(Q"O,C,W 12x(Q Treated Sill Tlate f rawlih9 Crew And� Rilder Rriq the Construction Trocess,
WI 112 Noimial 0573 Wall ShT9 Y s
=s
,,r� _ W111Z" Nolmial M Wall Sht'9 WI}wse Wrap
\
W
_ .�U__yII
_ � WI oUse Wrap I� IAII I'V.�DNIAN CIAIInA 1111.0 AInA\.1'1 I10�n'QO 110.I•D NIM IInOA N011J, % O �- _
`S. YVI LM1 I UI IUI JIUIIVIV)- I lYU UIVIUI U I l[U I U VU VU I UI YIIIFIUUI, � U
o WI exterior Siding-Type and Stole To�e l�eter�mined I T.,_IAII /a r Sih le tl Widow or lPoorwa enders Are Not 6 liable =S rF. 'Dlr.wnlr�l n AI.Il 7l nnlnnll'Dnlr�„Irlra.J.r�.lnnw lnl.I � y y}� TI Tlpp
r I U�DI I�lYl)I U111DU1 ffVlUl fIU)VIUUI r GI UNI I DYI I I,UVIIf�IIUYI I -S '6 � 6
Properly Installed And Flashed Ter Current Colmpbe P,A- A,.A Ci All.A AA Al.,,LAlt„ .Al.-r,.,L All ALE.,. r,.,L ,lnLi.,., WITHIN I M STriniiTtAre;IVINPIUwI ffeader ADTS B' )rr G,
IwUG)jivIU JIUIYIq I"IVVIVITUu1 w GI ).Lol Milml lUvl ow I Aul Ion,Wes
s
Codes And Siding Movf actar s Installation Instructions, {
uNot
N
T D DUHdatlohWall
L —� f -'" " •• •; ....}.,. ,' . :. 4II nJl,iPna'a.rnall..,,,, a } s s
...
U G
Concrete a
�IINNnLLnllil i,.A r. .n.ILwli.�.LY,.,,,LLi.I.�
` 6 0 6
m`7�° U`7G � _ _
. ..: ... ....... G UG I I IUD G U U 6 lMl I VIl DUI U lAY I�I nl lVl)U -I n rfi(7UII U D ) V1
4 Teinf orced Concrete a, I'Tt LIII.nP'Q All—(C .l t.n1.T-1.11A_i. AMA 1.1 Al• l.I 'f)w.wnr
ti V1 LIl Ywl V ll DI )FI ay rUAYII lVI)l mllml IV"n11U Lwix 11DVI), I I oful
rade Compacted CI can Sand Ty PIG�L 6A�A6E grade Line I I
Irnw.P'rI nPPInP UI nlnPi nl�'Dnnuwn 'rl nn nA'r.lwn/1j'T.n,Inli T.ILnIInA
TyTIG�L f�� VGFUI DUI I IGI film GI IGI)r�gKll GU DG)GU I 11"ri V1 1"xiG11UYl ln)1 GIIGU
NOTE; NOUN I��TION WALL;
N4asohly0pehil>9 TDMPATIONWALL; I W4S ecificAreasOf 16 Uildin STrucTUre,
Top of Typical Wall z 1DD� D°
12 Top of Typical Wall z 100�D
%Ar Sipe&Spacing Along With Anchor II 1 Course of V wide dock on
Sts Are To 13e Installed Per Masonr 1 Course of� IWide dock On II
N 12 beep x 12 We 12 beep x 12 We
1� M�. w w w A �.� . . .
catractors's l�esi ns ollowin CUrre�t h�� �(�iETI N Teriimeter Footing To
'Pmmter Footle To w w l w I I nact
UVdes W VQUVI I I°odVIV 1 11I4vi�i 14c1�il ul 4"Thick Concrete Slab piol
VI V✓ V 1/ 1 1 V I� q"Thick Concrete Slab
TS Concrete �) �) � � �) �'� fosArAAA
NistrG1 tlu I6414tion�Uides aid 5,000TSI Concrete 64o
6WAII
S,DDD I toLo IV WI UiVII VIVIV V _
q 11�0=1'-D'I Scal e �>�I ICI I G.1 AMA ch%
11ZII — Aron Scale UIrV1IJL.L.VVVIVIFIVVIVVnI
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