HomeMy WebLinkAboutFinal garage review 598 Janesville Street..... WALL RRAGN6ZQUI XNTS,
221.011 {0&walls, -r - �reliuni�aru�I�� Oulu
12 -
5 4'Wlini4?x R yired At fill Corners Using kle od O f CS-WSY,
gS'�raced
qS 6raeed 4h Additional q'Panel On fVll Wall lines greater Than 42'In Lenyth WI
APPROVED men,
WAIIPAnel wallTA461 ANdWallOffsei�frevsler1titan�'FraYnOneWallLine7eAnn�her; ice,. �eyeVae�e- p di
n�f,
Notes) treated G "� � I V G
*Ad 60 JensenD09/30/2022 WlethodCS WSP °°° tamer may FF
be required •>af
6araye Walls, p � —
1 IkixA 1l1PAIA At rC vs,ILIA'�MONC ArP�n VOAl1I YPA d•I'9M14A&PlAkA n+.I n NO IAIAII ` 'O
451 Dral/VH ,�r 1 (AJXI�PW I IIW vI W I I I TI UP V V rygJ I U v PIJJHII VN)I I VVI IvNI IHAIV V, IFN NAHI \/ -
MI/UUPMA Includi It Jack SWs Which tray le Opening,Metal Straps 1AII OxIgired L
,r' /A�I ,r,l 1my/7'//1�E�� n / 1111
wallTAhel Provide treated bottom plates WaIPANeI Ilk 11AP Tnp A) TlnP IAIAII TXrIII AIXA TNP IAIAII Tnw 1.r Ah PIAkOC TNP llPAAPFIJNHY �Iu rimsIII lru / Y I 1 ��•_"�
1'le l'Iod CS'WSI 1'IV I'Iod CS'WSI �lan The Sallle JackSludsVlHRIrIVI IFIV IIHII IVr Vi µlr IY11VJ,IFIV',I VHHVI YVR'll :•. ~~�.
0
SEPARATE PERMITS FOR: ELECT, PLUMB. MECH.
Roof Trusses � J r n I I E
2 1 Q EXTENT OF HEADER WITH SINGLE PORTAL FRAME for (;e�s�rUc�lo�(DNF RRAA'FD D I WIDTH
O )
Y_tR FIN GLEO WIOTN OF OPETNWO
AL
Anchor bolts: min 7" embedded in concrete, N FOR SINGLE OR DOUBLE PORTAL
TEN$ION STRAP PER ---
TABLE R602.106.4(ON
min 2 per sill, min. 12" from plate ends, min. P°"Y ALL SHEATHING)
HEIGHT OPPOSITE SIDE OF
6 ' O.C. S���d�rd Co�s�rUG�io� ►�esl Nodes
STE EL HEADER PROrIBITE L; '
IF NEEDED,PANEL Z .
FASTEN SHEATH ING TO HEADER WITH 8D SPLICE EDGES SMALL
OCCUR OVER AND BE FASTER TOP
� L YI COMMON OR GALVANIZED BOX NAILS IN YGRIG l NAILED TO COMMON
PLATE TO
V� u_ PATTERN AS SHOWN BLOCKING WITHIN•p; IN
24.OF WALL •' HEADER WITH All exterior}{ouse Walls Are(P"Uhless Noted OtNerwlse,
//�• II[POCRTO JAi K.iTUD TRAP P[R TA.OL[ ''• TWO
MID-HEIGHT.ONE
22ROWROW OF�: 4: OPPOSITESOER602.1064 ON BOFSMEOTH ATHNGS OF OPENINO I 3'O.CpLSAT Allxterior�Ara9eWallsAreq'°UhlessNotedOtNerwlse,
S OF 1610
J • wi N NUN 1 RCOUIRCD K
O •b� IN EACH PANELCQUICEDGE.
MIN.DOUBLE 2X4 FRAMING COWRED WITH MIN. II MIN.3R'WCIOD
3IST NICK COMMON
OR Cu,LVMLPANEI SHEATHING I I TYPICAL PORTAL STRUCTURAL All lhterior}{ouse Walls Are 3-11211 UhIess Noted Ot�erwlse,
Q a .yI 1.1.1 WIT II DD COYY ON OR OALVAWIaDOOX NNLO AT ;; FRAME CON3TRUCTK,N PANEL
3'O.C.IN ALL FRAMING(STUDS,BLOCIONG,AND SHEATHING
Min. 6" clearance from SILLS)TYP �MIN.DOUBLE 2X4 POST y/ p I� IFI�I,/� I� I/ 1/II
YIN.LENGTH OF PANEL ff0.TABLE RB02.10.5 BONG AN or JACK
STUD). IJIV�Urior Slde of Wall SylealylMf ksy W0 FD�'IUIa�w, 4—
fro tl6vAfib framing/siding to ground. NUM DER OF JAC2 S(1)&
MIN.(EMBEDDED
LBO CONCRETE
HOLD 2)R TABLES R502.5(1)8
(C MBCD DCD INTO CO NCRCTL AND NAILED INTO
FRAMING)
YIN.REINFORCING OF FOUNDATION,ONE 04 BAR
TOP AND BOTTOM OF FOOTING LAP BARS 15- MIN.1000 LB HOLD-DOWN
MINIM DEVICE(E M BEDDE D INTO
�p y1 [ .Iy�� CONCRETE AND NAILED lJ ��yy/-Cap
y
Sl�psohWISTCSZStrap�equlred — - a--- A__ _ - ----1--__-_ INTO FRAMING ---- h LM1Wea hale
yr Iy7O IIN' --T-----------`--_- TypicAl M eadercohstructioh is 13-314 from 2y/ pT y
AtAGh 'IdofOVerlleAd�ArA e _ MIN FOOTING ATLRN®• - L YTopIIale
I6 _ DOWN SLAB SHALL DE PE RYTTED AT DOOR OPENINGS. �V}
Door leaderPerfiAure��D2,1D,�,2, Q MIN.(1)SW DIAMETER AN CHOR BOLT INSTALLED PER .IF .�F Ca I1/II -IF(
R403.1.6-WITH 2'X2-X 311 V PLATE WASHER lle top of I'Ie WaII,,,WI�a1lUI To��laleJ) m F =
o P m FRONT ELEVATION SECTION t
} q'114 }deader Ad$ttolm Plate _1 2z10>�ieader w
w o For SI. 1 inch=25.4 nun.1 foot=304.8 min.
Simpsoh�}iT5 �- �
016ss hbtd o4rwlSe 2r673ot.Plate �� � � o
�racket�equired METHOD PFH—PORTAL FRAME WITH HOLD-DOWNS
, Iy
There f ore a if the wall is,,,
'braced AtLDGA�1Uh' TABLE RCO2 METHODS
WAIISHI 9 o O
� BRACING METHODS I V I V
CONNECTION CRITERIA' �'111� tall'typical Meader�6*t is(P'1131�,
�, 106''1116' wall el METHODS,MATERIAL MINIMUM THICKNESS FIGURE ,
wall F�`°"°'s Spacing gl'111�"tall'typical Meader�eiyNt is�'1131a„,
TDpof Wall WleWCS'WSP 6'g '-10 3/ " PFH a-
CS'WSP _
— Portal frame with '.`6" See Section R602.10.62 See Section R60?.10.6_'
- — - — - — - — — — — — — hold dorms
❑M ❑� WallPahel NOTE:
Oa'
Mow cS-Tf} m PFG TNe humkr of Header jack studs required per � o�
Portal frame at a /tsN See Section R602.10.6.3 See Section R60?.10.6 3 ■ a _
.E �g Neaderedopehih9lehyt�, � �
Lihto ConcrctcWalk I '—'
f � I Orr Tlnnu G1/1nAMIMn runnl0'Tnrlrrkur�uul0rr Mn.l•AA nklnAVlulrA � ~� � �, �
enor shea wn I VIFAVI) vFvVllVly-)IV19ly jfkl, 100 Wllv))Flu I uvi u I Vlvl VVDUv Ext
PEE CS RSP s 6" es 12"fieldTable R602.3 )
Continuously � GI-RU
Inteiar sheathing perood � ��"`�by
-6 CS-G Table ( )or0 . ( ) Great I ev11rn�T0uNMrlllMFl�n 5"'Ua I OUnuVpIlU no lI 0v MJTvn1-vr l�Ps er)4I VNN1 Ua r)h uVlMrl llr Ov r)hr)tMrhluX.�I w 0u Na unf k oI lVr
nl vArvle WNuIr)ir0ve, JAk Stud ONy��e
oop
_
WAII L
Top Df tDuhdatl WContinuously sheathed
Dh wood structural panel 'i•" See Method CS-WSP See Method CS R7SP
r, adjacent to garage MDT ;
241 OI' t openings y y In
.1 • 52V SQFT � Continuously sheathed 16" , IDm.
See Section R602.10.6.4 See Section R602.10.6.1 Widow Fall Trot ec I IbN,WVlere applicable To�e
c portal flame IL/,"long X 0 12"dta
I�s�alled�yratmi�yCrew>�s�equired�erCode,
Top D f toarihy I P 1 'I( I I' 1 Y I o (far',, t1ricY sheathing)
1 Y 1�% V 1 v Y I 1 1 V " CS-SFB' )/,"or r''r_'for 1'/ "long x 0 12 dra �13D I D312
� ' Continuouslvsheaflred maximum 16" " I
"" (for'/',"thick sheathing) 3"edees 6"field Q
stn)cnual fiberboard stud SpaTting _ galvanized roofing nails or
8d common
(214 long X 0.131"dia.)nails 5
NOTE: T
s
Smoke 6 Carboh W1oh X*Petectors�gwred Per o
Code;exact Locatiohs To�e I�eterlmihed�y wilder � �
Vvrne a rv.P nkv.nl hrl I I r and electrical Cohtractor, �'
22—o ILIA vivu v LM Y vv)vY t v ASPNAlt 910es
I 1 II III I Floor
I nIAr#'rn1LhT.u,eTAA PIAIAIAIP ALl;n.rbP A1.A\YA AIlP�
Roof Floor T14 Ovedum wl4614t floor Level Notes WI 177 rOYI LL r�UW)IUD OU VVG1-1DI 0_1 UAVD)v1VIO VU111OJ)j NOTE; 6
Tnnf I_jioA I-IVP,f rlkPriA;I_?An � lnnr I_nAbAA IJVP,f,ri+P,riA;I_IQ.91D JI12 1211 �I-111v�11 WlAih w115132"OS��oof SNt'9 � -
Oh�h iheered�oof Trusses, �xterior�lasNih9�Required�asedOhlhstallAtioh � �
Tnnf l_nAdlhnTntAl Cf ltP,riA:I_11IV fl��r l_nAdih�ATntAI CrltPlrlA:L�7 ,V _ � 9 TNckrNrkinNc��Ginnliv,YIWInNIi�ncklirv,Yc PYn�lirkc �
,, s
Top Chord Live Load;35 PSG Top Chord Live Load;q D PSG lIIJ I VIV I IVgJ V JV11 1 I VYI I'WIgVI l YIV I VI V I J I VVIVIV I
J x
Wind WAsN�lockih9 Used Oh Structure Ahd Code�equirelmehts,
Top Nord IPead Load:1D TS f Top Nord(Dead Load:15TS R13DD,D�D3 and R13DD,Dg03' s
�inttnim f,Nnrd�eAd LDAd;1 D PSG 'P�nttnlm f,Nnrd DP,Ad I AAd:5 PS
Silmpsoh
TYPICAL������ Truss Lock Steel l�ri �d e NOTE:
f WN IPATION WALL;
To of T icAIWAl1�1DD�'D° Screw orEld, Varies p 9 Cblrreht�uildih WeC m IiahtWihdowWell �
p yp WI Over Steel FASCIA 9 p
1 Course of(P"Wide Vock Oh W1 Zxl Subf nsw TypicAl l�raihaye,WNereApplicable,AsApplicable�Ased
12"beep x 12"WeSoffitOh rode 9 9
ArcNitecturAl AspNAlt Shim es _ WI Alulmihulm
Perilmeter OOtIh0�T0 Over head garage door shall be wind rated for Mir90 mph +
I I Ac#r_AIL IP)�.A„P TPn I Al Al— .L t5-1— A l/nlln„ I •+. w N P
q"Thick Cahcrete SIAb wI 177 T01 LL r.UW) LUD W 1OI NI UAVD�AYIU1 V6111Dj�j
w115132"006of SNt' NOTE:
S,DDD PSI Concrete 9 A Maiwluwl Of�D SQfT Allowed Of Ugrotected Ceilihq
Oh Eh9iheered boo f Trusses, /A1 lbOva
m
POAil
� Tqpiuml
r/�VI Y V rea To Allcwl�cr�?ecNAhical I'OK TO WPAAAhicAl'9,\A z
�ti Steel Drip Edge 12
ti 11211 =11 , Scale
W1 Ow Steel•fascia NOTE;
N
N
+- i 0. + N
I fi 1D6''1116' WI Zx�Sub f Asw TypicAl Curreht� Rildih9 We Coimpliaht%6kih9 D f lour System � � J
11A,0W A%1A4I`,0A TDpof wall M13 WALLS: w1 Alulmihulm Soffit - _
VUIVlWUI vl I VIJI �xT�RI�R WALLS: f or f uture exterior beck, Locatioh To 6e l�eterlmihe l,l
2x4 Studs At 1(P"D,C, �j I-o I }
2xq Studs At 1�"O,C,W12X(P Treated Sill PlaterAwlih9 Crew Ahd wilder l�urih9 TNe Cohstructioh Process, o `_
WI 112 NolmiAl OS�WAII SNt9 L s
s .s
1 p U W111211 NAAI M WAII SNt'9 W1}douse WrAp s 6
II I II yr } o
W ouse WrA I A A C.l•I IIO'r 'R0 1V0 LIVIMIInOA NOTI, p �-
IAII LV.�O NInN CI IInA �r 11�0 Aln n _
(� YVI LM1 I UI IV[ JIUIIFIvI- I��U UIFIUI U I�IV I U W VU I UI VIIIFIUUI, U
o W1 Exterior Sidihm-Type Ahd Style To�e lPeterimihed I T.,_ynll //a r Sih le PI Widow or lPoorwa enders re Not liable �_
1 s A , I`h 'Dv.w nv,I n AI.A 1"InPInnA'Dnv I111V•N n,.J.r.lnnw In,.,J. � � � � App � s `—n' s ti
r I0f 011 J.LVI)I01100 j•1VID1 rUAl VIDD1 r Of WII I OVI I I UMFlItAVI I
Properly IhstAlled Ad flAsNed Per Curreht Colmpliaht 11.An, A.A CI All.A IAA Al.,,LAIL„ All.T,.,LAll ALi.,.T,.,L�„PLi.,., Wltullh I VIIS StrtnittnrG I�IIhIYYIUYYI ffeANer Site 1S G'U�W�rI G,
Lmo1 jivio)I0IVI9 IVIGIVIAl mu1 W OI ).Lot 6111611 lUvl om I Aul IOVIS, 6 S
Codes AdSidih9 Mavf Acturer's Ihstdkloh Ihstructiohs, _ } � _ � —
o fi 10D'-0' N }
s S N
T , o
TDpof tDuhkiol wall < .. . CohcreteSlAb s s
— _ _
}
. s
� 6
�rAde the . . ,. .. : � Uirly Co 'Ai�D s _
r Ln n. LT,..,, i.,. .,,,.. 'a.,. II 6
I•wl�Y Y I� Y e 1J411 I ehl Dul IAe Y I�I Il 1 I)V1 Ul IU I�(7tnll U pU) U V1
A'{I'Teihf orced Concrete ' '•, t _ tdI iLlnnv'a All.1(11n,1 r.nun TI.PLAIIA.I, •A.A I.nnLi.1.P 'Dv.wnv L s
Uj L11 Y1U1 UN 11 UI )?I UI[OMfll IVI)I M111411UVI nVlV LOW-1 IUVD, r I bew » }
rade Colmpacted CI eAh Sod `: TYPICAL 6A� A6E 6rh We o s S
Z,J101„ 1;1 1lnw.rOnrrinwll�nJnUinlrnnAluUnARnrnATlwnAT"rrIJA.J . Ti.r1j.A
z �I 311 2-1oz TYPICALG�% VG�UI UG111IDI IVIGtIUIINp�UG�VIIIDNf/N)DN ICY[iVI1VI)V11G11IUYI1YI)IG111DN
W1asDhryopehihy TOMPATION WALL: f WN IPATION WALL: With S ecif icArz Of T�e�uildih Structure,
NOTE; T 12N Top of TypicAl WAII z 100, D"
op of TypicAl WAII�1DDI D°
%Ar Sipe&SpAmo Aluo With Ador II 1 Course of V We Block Oh
dolts Are To 13e I�stAlled Per W1Asohr 1 Course of� Iwide dock Oh � „ ,
N 12 beep x 12 WIW 12 beep x 12 We
11 .�. ww wA �.� . . .
cutrActors's l�esi hs ollowih CUrrW ,� I Fi11T I N Perilmeter Footiq To
Perllmeter Footiq To V1 Wad v V ' I v w w I w I I n
w^des W vJsP Pro �lct�"A���IfAct�lrer's q IF Thick Concrete SIAb •
"Thick Concrete SIAb �� �� ' v �� Aw lotArAM.
NistruGtlu I�stAl1hlu�Ui�es A�� 5,000TSI Concrete 6ao
6WA
S,DDD�SI Concrete Lo� `V WK UIVI I VIVIv V �/UI _
11�" =1'-�° Scale (>�AQ I G.1U�lann rnlM
112° _14, Scale VIVrI ILL -VVV IVlnvVlvvnl
follow 6WAS, PLC o�