HomeMy WebLinkAbout15030 ZIEGLINDE DR_ 00-852 (2) 15030 ZIEGLINDE CT 00-852 2 OF 4
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CONVENTIONALLY -FRAMED VALLEY DETAIL
(A) 2X0 OR LARGER SP p2 OR SPF 11/02 VALLEY RAFTER PARTIAL FRAMING PLAN
(B) 2X4 SP OR SPF 03 CRIPPLE (MAX HEIGHT 0'-3")
�C 2X4 SP OR SPF /3 CRIPPLE (MAX HEIGHT 8'-3" COMMON
D 2X8 OR LARGER SP /2 OR SPF N1//2 RIDGE RAFTER TRUSSES _
NOTE: RIDGE RAFTER X4 VALLEY MAILER
(0) MUST NOT BE OF LESS SIZE THAN AT 24" OC
THAT OF VALLEY RAFTER (A). _
NOTE: REFER TO VALLEY DETAIL VALTRUSS0899 FOR VALLEY
SUPPORTING TRUSS BRACING DETAILS. RAFTERS
(0). (C) MAX HEIGHT WITH 1X4 "T" BRACE IS 9'-10", RIDGE
(B), (C) MAX HEIGHT WITH 2X4 "T" BRACE IS ll'-2". RAFTER
FOR IX4 AND 2X4 "T" BRACING, BRACE TO BE SAME GRADE AS CRIPPLE.
FASTEN IX4 "T" BRACE TO CRIPPLE WITH 8d BO% (0.113" x 2.5") NAILS AT 4" OC.
FASTEN 2X4 "T" 'BRACE TO CRIPPLE WITH 16d BOX (0.135" x 3.5") NAILS AT A" OC. _
TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH
PROPERLY ATTACHED RATED SHEATHING OR PURLINS AT 24" O.C. OR
VALLEY SPACING AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN
FOR THE SUPPORTING TRUSS. COMMON TRUSSES A 24 OC
(_3) 18d BOX NAILS, �3) ---CCCCCC
(2) IOd BOX NAILS, TOE-NAILED THRU TTOE-NAILED AI AILEV
T2) 18d BOX NAILS,
CRIPPLE INTO RIDGE BOARD OE-NAILED
(3) 18d BOX NAILS Q lIz u+
(D) (A) (D) m[Fie Q 1
(3) lOd BOX NAILS RATED (A) �4 Z ,
(C) (B SHEATHING C) p
4'0" TYP. I (8) (3) 18d BOX GIR2
(E) NAILS, TOE-NAILED
2) 18d BOX NAILS, TOE-NAILED (TYPICAL) SUPPORTING TRUSSES
RATED SHEATHING CONNECTED TO AT 24" OC MAX SPACING
TRUSS TOP CHORDS PER SPECIFICATIONS
(3) led BOX NAILS, TOE-NAILED TIIRU
CRIPPLE INTO RATED SHEATHING E FIIS DRAWING REPLACES DRAWING VI05-CONV
..w 1 3 M A ICA IIANeI I unlAlLllei C LL 30 30 40 PSf REF CONV. VALLEY
0�l1K NG e[r[e IO INI-11 INf KLOR ANO MKING),►V1LIfI1[e ei Irl 1111Uff
At( 101 Sa eV44e10 M uI1C 2p wtel VI.33/1e)f41 fNC1I r4AC IICfs ��' r r /
I�Io'�Irat R Nc:c F0. tKCfi�INc�"dSE MOICAIED.for Clae SIKII HAVE ;; DL 20 15 7 PSf DAIC OG/25/'J.1
0.r AIIKIRe sle$IC IYIIA�rAxcls ANe e01 tlll clae flUlll Iwv[A rll4[NlT Al Klctl IllcI
[LING. IM411AN1++fVIMMI A Carr Of 111 e[fICU I0 11 unur,l.All41 CIw1uACnrL 9 p OL 10 lU lU PSf URNG VALCUNVF'UG�J9
�IN[[NGII[Mce PO MCIf.NIG f11AU mi eC NCsrom C ff"AN/ VIA lam 1I111N IIIN
iIW ANI FAILUK Ip M�1�e 11(IMRf[f IN Cole wIN tril tw rAMKMIw. 6'•0�t LL 0 0 0 PSP _-ENG MLII KAIJ
IAN0. i1Nrr1N0 IN(AILING Nle MKIW or Min cf pp�LL(f1W Cp�IMNI will$ArrtICAR[ /t __
"Wif10Nf Of Net(NATIONAL KSIGN PC KAl10N rwK111�(.er 11IC ANCeICAII PINGS$ANe rr r 4LV
Ar[[[[e ASSMIA114N AMID DOWNSIrL6Wl1N1(�c M[PIA a tlfiA AfIN(Aa13 cno rxv.sICCL ,rr CIYI\ :� OLLD. 00 55 57 PSf
Il R KIIG MI[ellON CTwcCIIXS rf tM V"s 16 ill
I AI[s f •�liliia�vili�ClNoeicc:iii w ��10/C�1T{T''• OURIAC.
rcia or csinr, t[ir"Al$€�C oicu (1=IUI�Mg€�i A �$iu�Ilc�uLTAfiIc,n"(Ici$"cI
SPACING SEE AUOVE
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(CARSTNSN-CARSTENSEN GARAGE - T1) THIS OWG PRLPARLU IRUM COMPUIfR INPUT (LUAUS A DIMENSIONS) SIIOMIIILD BY TRUSS MFR.
TOP CHORD 2x4 SPF #11#2 SEE DWG GBLLETIN0699 FOR MORE REQUIREMENTS.
BOT CHORD 2x4 SPF #11#2
WEBS 2x4 HF Std/Stud DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD.
10 PSF BC LIVE LOAD PER UBC.
W5X4 a
5 5
6-7-1
!0 0-12 1
W3X4(A1) . W5X4 a
N3X4(A111)(�a
L 15-0-0 i 1
I 15.0.0 I
30-0-0 Over Continuous Support
R-80 PLF W-30-0-0 G O u]
0
Note: All Plates Are W2X3 Except As Shown. fit+ i
PLT TYP. Wave TPI.95 Oesi n Criteria: TPI STD CA 3 R - Sc ero Ft
--xANM1IM14'• IauS)r;aNpuiNr Illy„,lagf IA IaBAICAIIUX, nAY4,lY4. SxlYvin:. IY)IA,1IXf.AYU w y TC L L 1 6.0 PSF R E F - 572
....
Y4. XIIIX 1U Nlb YI (nAFU,1\4 IN SI4l,IY4 A10 bNA41h41. YVtll llntU b, irl (IN Y)S YI All
IY)111Y 11. SB]U'UXLIgIU 4N.,)Y II()JJ.NAL I.LM,YI S]11 Y). IVa aAll 11 YN 4�.I I�.I)IAIVA Iv
Pl a��an uc I."., lua.n„u.uYl n>„InuYl sl IbGI[AI(u. IMP cmXu .xr.0 nAAI Ya�.Ylx„An"cxln TC DL 14.0 PSF DATE. 9/1 /00
a lA yf.I YA A, Pa yL11.tivllvX':-1,"AIL nAYI A PXOPIA,.AIIA fL AI4111•f IIIYG.
"INYUN IA NI•• (YNgl1x A Cvl'I�l ixli 0l51rd W In( IX.1 All AI �.oX IA4N vaIY41N11 NIU BC DL 7.0 PSF DRW CAIIS DDP 'UI/
YR.IIUC 15. IXC.)n All A41 b(XI)P uq)Itl,l !4A 4YI UlrIAlIOX Ig4M Inla UI>I:\: AX• ,AI,vA Iv �- 5
ALPINE bYI,B InI Ixua15 IY(u\IUa„AR,.I YIIX IPI.tY ,AbR1'.u1e14.1ANUIIY4.ix1Y%YL. IN•IA,IIx.AAU BC LL D.D PSF CA"ENG RWL/GW
tlP Af.I Xr.UI IgY151). Inla LI aI4F COI,UN N:VIIN A—1AAtl11 vX vll:14\S VY\U)OAIIUYAI III)I4\
S I'1:11 Il Al TOY YYb,IS„!U tl, IXr A„I XICAY ILRI 11 AAU—1X A).v1:1111v.)A\U 111. AI YIX!
CUXYI CIUNS MI x"m L1 row ASI„A45]1111 wlr. Slu 1,rn.ul As YonY Arr„ ........... m f Sep 18 2000 ♦ TOT.LO. 37.0 PSF SEGN 10595
[A�:n IA�:t UI IX US S.AYU uXll)S UIntNYl a(IL�:A IIU V\In15 U[SI4 A,YUSI IIUY Cv\XI.i Uqa
Ba AXIX4>Ic4.(. In, )ul..q IXr rgauc 1Ylawnl Acaru\a 1 PAYII11.W f\cunquc �• CIy1L DUR.FAC. 1.25 FROM GS
Alpine EOgI110t'lCd PPOAYCLS,IIIe. xl)Y"ultl 11 llr Sm u,,eq Inf IAVS+r,iNvuhf Yl 4(ai4X$NVY4. In1 SYIIAB I111,W.ual id In IS ,�. `yy, Ot'
58XTIIIL•IIIO,L:A 9 RIx ,.Lnv VYI XI TUN AY,vAgllAul AN bUl,OIXr.I:Inl RI SYL Y:I X II II,L, I11(BUII UIY4 U()I4XI N.YIN
SPACING 24.0'
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_ � 1
_ Colon
TIP. 001'C11 ltonybaak Ile la l l
0 24"
O.C. all to 1sJger ! � "AR �1M1b1 11"11[ "0"
3.511 Hez. 1 - plp1AN)KYII I2" II.Cd ` A19 tl M,1,7_7
elerla _:..H.-42+ •,/1-11AI Iloilo) '-Ualtls
17LTAIL 'A• d Ituluu lhltlooker /j
limit.1� III UL'TAIL 13' tlahle oud ICI
SYM -
111 rL17
r -0e111e lot Gable Slid devil" based on 00 HMI USLeII "A" /r bettor
ABOUT l - Clod whit load, exposnra "C" at 0-20 Ft. --J 0)
1 " wean height.
1 1 Nas. ICI 114 continuous lateral bracing for 71 Lodger- �J
14 Outlooker.." "in. brac
IPII 1e (atronghsuk) Member longer then
" Mon. T1". Attadl at midpoint of each brace -
N/1-od comloa halls. Ntrongbeck
/•
/ 1811 braced at 60"O.C. TRU01E5
/ HI H \ 101 Option to wail IIISttnn1y11 -use I11-1" OIUICIIIL
(( 101 114 T.1.. 11 or OTR wire staple
2 10.071 Ula./IS GA. 1 toe-
luback brace nalled thru chord Into web 6 thru well P.IAUt_ties. Nell Lanylh_`--
Into chard on ono [ace for a total of
Varles 6•staples. Wit, fell, i 11111 must 111!
be plated. (U) 7144 _0-1-0
ITI Rotor to olpaon Catalog C-9111-1 for \ 3114 —_—
" Ledger product attedment glacl[lcallon (altadl
16 O.C. .I )NI 1 A35 In FI direction). _
ems' a 111 OW
Has. Length 1 s I.engtln
Wei r without R Strongback
11 ll— 1� 1 11 11 -•� 1-`\\\ Vrog bracing fill brace 191
I811 �-_��,w-..--\.��..\ -`•11 NTAINMIIU- --
CONTINUOUS sul"NT j
Iall Feek plats to match ceumom trusses. IN7INt TI11s Ilalall ms/ Ile used for
Isle epllce plsto to aside common trusses, trusses with pitched O.C. also.
(III) Ileal plate to match comma" trusses.
(NI spacing for 114 ■ 71.0" o.e.
open to match aommm trusses
W721 Chords to be 111 Tlr-bard" 13 NlnlsNlm
9EUH-- 50006 1 •V 15.0.5 SCALE - 0.5000
r� 1� o o to er t{ t� N►IN IMMe1N: ".welt, "t 14m"I w•N"t Inure nN , Illj IUOA A7AA7.
NNIHI'OIITANTNN Mwl NIIMN1.rY1M1 Iwl 4N AfINING IN wxaua INo1w rr I1T t (�, DEMON LIIIT: UUC IIEF
•=� •=•'I= 7 1-! O M.I.IIrN rrM".Is most"W 11:"WRN It.11Yr1, err rN t+YtlNl.MI"1{•II"I 1.1 "1"r11 m.1. 7
I'• /� ro nnla a wxt 114 11r,t IY tr.tNYN{.1 nl«new of In rw wuww 4tnN NwrI1Y � IC LL 30.0 I15F UATE 1/2_"/q3
r"' •'• •=• •� IV"�NHtIw1.N Y•oc"11u INI./11n NIIIIY qU -YlNrtxls.'.{Iat tWMI"1r"1turN 1 T IC IM. 15 .0 PSF UIIHO CIJIIIII -�-
ID /Qt tN I WeN N Irllt,Irgl tr.ttbrl N nIY Iatl M ewe I-Ott/1 tl"wu W'" {I In wM _
`� ALP 11JE tI IWat Nr Malt/:Ir4",:1 local':W Ir41 Mt14{•tt1111.1 t//111nte N,4Y 1rtlrlrll4 NIIM p IIO C IC IX IUI 5.0 PSF CA-EIIG••"!'I' _-_—
t7 17 ngtlr,l.P MI•ptI Im. IN l utt.r.:111"111.,a"lW VIw/lY'Igr III-Mtt"Iqt
21-4 1.1"set.,ri..M.:iee n 1iltNi..�w{rlii w iniinrre Iw..:q{1I..asele{t W ra iili•Iilele�/v •11 II11.L0. 50 .0 IISF U/A Ull. VAIIII:S
1-r ~ IN•{., 4x YYtI 411 M NaH:I►YI IN wI tIrIY.-1 1:SIM 1:1rt Ire,INt1IM/A1N.t11.1 f CIVIC UIRI.FAC. 1.15 1 )TCI I VAllll;.i
! r --•--...-.....---
•..,.'•' nnI a:n1Nu ""• n IYllm" Ia1:au tuntnrrlw.N tsm"ami l \ SPACING-- -- -•- , - -
- L ---_-__.— Ire E GAULE 1:110
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(CARSTNSN-CARSTENSEN GARAGE - T2) 111I5 OWG PRIPARLII FROM COMPIIIER INPIII (LOADS d DIMENSIONS) SUBMITILD BY IRIISS MFR.
TOP CHORD 2x4 SPF 1650f-1,5E CALCULATED HORIZONTAL DEFLECTION IS 0.21" DUE TO LIVE LOAD AND 0.28" DUE
BO1 CHORD 2x4 SPF 1650f-1.5E TO DEAD LOAD.
WEBS 2x4 HE Std/Stud
(
DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. A) CONTINUOUS LATERAL BRACING EOUALLY SPACED ON MEMBER.
10 PSF BC LIVE LOAD PER UBC.
'rZ
W5X4-
W3X4 0 I.13X4�
5 — (A) (A)
� 5
6.7-1
W6X8=
` 2.5 2.5
W2X31N W2X3 IN 0 12
W3X7(A1) = W3X7(A1)
11
fF 15 0 0 —�_ 15-0-0
30-0-0 Over 2 Supports
\� R-1206 W-3.5"
R=1206 W-3.5-
PLI TYP. Wave: TPI 95 Design Criteria; TPI STD CA 3 R - Scale —.187511 Ft.
'•YANry11: IRUSSFS RlUUI R!tIIRI M![A Rf IN IAbRIr:AR Ir�N. xAX UI Ix., Sn IYY I'„ IN iI AtI IN.AMU
eR,Q p4. NIIIN Ib xltl YI p4YUl iRr.IXSIAl11AL,NU tl94q X4). YUxII>nIP b� nl ,1 Rx.c"m 0 W, TC LL 16.0 PSF REF R795--30571
l xst nDlr. ,,,u uxsrAle nA..s�nl]00,H,I•I,bX,YI :A 19), rUN.AI(Ir YA,,.I Ii(,rRILA a' N TC DL 14.0 PSF DATE 09/18/00
DI AI,.'+x1..Inl.!IUX[I I+.N'. u41YS' UI xI AYI>( INU I:AI(U. IUL fll;,xU: l nAYI YR,i Yt R• ,r.r;n(it
S in1. ..: DAhll:,but lu ll,:I;URU SN,It—1 A POP(—ATI-I(U xILIU nAlt II 11G
'pi..N n NI•• YOWx A I—Of❑1h 1SIGh IC-Ixl uvu ullux coXi-- Au .M x BC DL 7.0 PSF DRW LAIISR/4S 0020016
+ >. INI. .I,AiI p„I b!AI•.DUM,IbII,JA AYr III Y141UN INUM Irrli UI SIfh; AYr I.II L'R( 1�
ALPINE -- UIIII UI n( INUS>6 IN CxNI UNNA4r.l Yllx IYI.bN I,tlR Ir,A 1;.,nAXUI Ih.,,SH 11'Y qR, IN,I AIIIM1u ANU P' 'A
tlx u.lxc aI INJ::l:. In15 f(>1.M r:bxr,�x„>Ynn Avr'uunu YN:u I,llas ur xo,IxA uoxu 61>1 cx 02 BC LL 0.0 PSF CA-ENG RWL/G14H
r......,IION YutllIS41U XY Ix(Ax(RI,.,X 1„xrxl,xb r.YIR .un� Ax"IYI. AIDurI * TOT.LO. 37.0 PSF SEON - 10592
[UFMI CI A,A91 M,UI of IU4A Alin ALsI 11 11 6AI Y.•.II tI.In IYI A>hJl(L. AYDIY�.v NIJ�.INNS I(. Sep 1 B 2 DD
I A�:r,/F,:f UI INxl1.Ahll uMll SS UIrIl RY151 IUCAiI Ir,iN Inl:111 YILN,Yn:I IIuF IUMN(,;1,;4Y YIX
uxAY uc>Ico,1. Im nAl ox In❑URAYIXr.IxUhu,>d.i.IY 4Ma m Lal11NA UX,I [R41 NItRlh. CIVIL DUR.FAC. 1.25 FROM GS
Alpine Enginee red Products,Inc. .........nnI senlY ICN IIn Ixbss,:xxnrNlhl olslcx s„YYx. on exll.ellln AXo x>t„r 1x11 q�
Nx-renW1IU,CA 93828 ':UMYUXI XI IUR Ab YAMI I[UI AA NUII UIhc IS Inl AI;YUMSIR II IIY ul IHI tlY11 U1 N:II(al GhiR,YIN K1 SPACING 24.D"
AMSI IIPI 1 1'l Yx S[�:tluh I.
I
►IA , Star.__.. A,., IIIIS ONO PRIPAKIII FROG C011110IIR INPIII (LnARS a DIMFNSI(INS) SURMIIIIn BY IRIISS MIR.
STANDARD JACK DETAIL (REPLACES CO1011 CDIOIA)
DESIGN CRITERIA: (1] 12 N1.5X4 R
(A•) LIVE (CONSTRUCTION) LOAD DEFLECTION LIMITED TO L/180. r �
LIVE (SNOW) LOAD DEFLECTION LIMITED TO L/240. Pit th V 11
TRUSSES SPACED AT 24' ON CENTER. 11
REPETITIVE MEMBER INCREASE (1.15) USED FOR BENDING STRESS. _+ 0il
RAFTER I
LIVE LOAD OF 16 PSF APPLIES ONLY TO ROOF PITCH AT LEAST 4:12 1
LIVE AND DEAD LOAD APPLIED TO HORIZONTAL PROJECTION. i N1.5X4 8
(•) 2X4 STD, STUD, /3 OR BETTER END VERTICAL NEB WITH W1.514
CONNECTORS REQUIRED IF UPPER BEARING POINT IS NOT USED. N2X4(A1)
N3X4 FOR CEILING JOIST
IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS SPAN)8'0"
FABRICATOR TO REVIEW THIS DWG PRIOR TO CUTTING LUMBER TO VERIFY t-2.6 D- ---SPAN VARIES
THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE MAXIMUM
ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT.
Maximum Rafter Span Table Ceiling Rafter Rafter Rafter Rafter Rafter Rafter
Horizontal treasure In FT•IN•SX Joist Pitch)1 Pitch)4
Live Load sf 10 16 16 20 20 30 40
Dead Load sf S 10 1S 10 15 10 15
Duration Factor 1.16 1.25 •• 1.25 •• 1.25 •• 1.25 •• I.IS 1.15
2114 SPF 2 S 9-8.0 8.1.0 7-S-0 7.6.4 6.11.12 6-0.4 S•11•5
2X4 SPF #1 S 8-11.4 6.4.12 7-7.9 7.9.6 7.5.0 6.2.4 5.7.6
2X4 SPF 1 2 Canadian 9.4.12 6-7.4 8-0-0 9.0.0 8.0.0 6.6-4 S•I1.0
2X4 Heal-Fir #2 9.2.0 0.5.12 9.0.0 8.0-0 6.0.0 6.8.0 5.9.4
2X4 Hen.EIE 1 9.7-6 9.0.12 6-2.12 8.4.12 e•0.0 6•I1.8 6.0•I2
-Fir•2X4 Dou LarcA 11 10.0.4 9.2-4 8.6.0 6-6.12 7-6.0 6.11-8 6.3.12
2X4 Dou .fir-Larch SS 10.5-0 9.9.5 9.0.4 9.1.0 8.6.0 7-2.6 6-6-12
2X4 MSR 16SOf•I.SE 9.7.8 9.0.12 6-10-0 9-4-12 8-3.12 6.0.0 6.0-12
2114 MSR 2100f•I.BE 10.2.12 9.7.0 9-7-8 8.11.1 1 6-11-4 7.1.0 6 5-4
2116 SPF 2 Hela-Fir 02 13.7-12 I1-10.0 10 10.0 11.0.4 IO-2.6 9 1-12 8.2.4
216 DF•L 2 Hew-Fir l IS 1•e 12.7.0 11 1.4 11.6 a 10 10.0 9.8112 6•e•1
2X6 Do .Ftr•Larch l IS-9-4 13.5.8 12.3-12 12.6.4 11.7.0 10.4.12 9 3.6
2X6 Oou .Fir•Larch SS 16.0.0 15.4-12 15-1.0 14.3•e 14.2-e 11.4.0 10-2.12
2X6 MSR 16SOf-1.SE IS-1-8 14-2-12 13.10.0 13.2.6 13.0.12 10•S•12
2X6 MSR 2100f•1.6E 16 0 0 1S•1.8 1S-1.8 11.0 5 14 0•e ll 1 12 10.1.5
PLT TYP. Nave TPI 95
•NANNIK•• Itl11SIs Ilrell I/INIn[YI el IArlpllr, NAMIK, Solrr0".INslullK ADDSRN
CA 1 1 Rev. 8.1-00 GNII
•ZIK. IIIIN Itl NIN rl IMAM 1K INsInIIK Ar MY.I KI. IrI11Ntl NI 111 Itrsf r1111TC LL
elillla ll. Sets tl'nIq IIO r.,SNIII Ins.Nullr,NI Srgtl, Ins well"U11,1%Hens Ia _REF R795••54135
n NlrnK Ina ImAliolS.m1s\nlabta Ins1..IIN.I"..niNN"o,Ine "atson,All.."aTC DL DATE 07/1 I/00
\1-Insll rSNIIS.Mllr[NNIa mug NSII A tuo'sall AlIYN1I N141N 11111K. SEE
"INr'MIAMI-- IrNla1 A.*I NI Inl a\IA Itl IN,IN:IY IAIIr..r llu lr.4r111 la[I aII NINOC DL DDNN I:Al15K/'1!.11111!1.11111
I1d.aS b.INS.Yell NI n NI SINo a Yll Ins YI IN I AI IaI Ur IIIS nfl N; u1 IAll rl WABOVE
Nnitl In IUSfIS IN[nslrlu[I NIIN Ire:r INM I[IIIK,NAnsIIK,YVIIr.elSIMIIK AM --- -- ----- --
_: ALPINE ' :_=7 xao[a IOSiIs. INIS af1rN[NUrtlf NIIN YII ICY11 MnsISlns1 n ql pAl1aW aslNBC LL CA ENG /GMII
3111111O1110.►rltsntl 11 lot Anw,&insist Ins rA111 AssK lAllns)ADD Ire. 411a
[oNNClnss Y1 dal a/KA ASIN YSs 4/0 aa1.still.elate A$amla. Yell ran1[Irs la .__..._..Ig11AC1NI IINss,AIMNotIS%NIIANISIIN[AlltlNN1NIsaISIAN.rosellw[uewclwlIts TOT.LD.
algal Ks IN•1. III aAl r Illf rY1K Ir1u113AlpinS npnmedProllut nc. rllwareniilix A rYlIalYNN11NIK met,to to IMISS 11a1N16/gIi1Nllllll a iw uiiala nisluu.rru ms STANDARD JACK DETAIL
&argn,ea,rn9SxiM ,Nselltl l lr.S%ITr/ SPACING 24.0' REPLACES ORN COIOIA
D
pP OB SIT !IiIDLING BEGINNING THE ERECTION PROCESS �B"`AL IN PREVENTINGTRUSSES FROM DD"DT°BEBH°RTSESWIT WITHOUT E
IS CRITICAL IN WOVEN HE TRUSSES FN TO INDIVIDUAL TRUSSES WTMOUTA
warnming Ilrm--if lMblrexass Mrs wectanaayb•rue hs H beelur nwsxareT-1.11 a• _ LEANING ORDOMISM RIGID NI SIMJWII TO SPECIFIC BRACING PLAN
varM m.,.r,p,o ae rose dine brw er useMb•MrN/upa,aw hylWubSlebaYLMtee.ellx as her bola CREATE ASUGCEaCgN OF p101D UNITa. PEIFICG THEIR USE
R Uu ew r aSin"deN ao•bpaa•d. —np brine nlaese,0,upon an bl d 110"The.SO pwram.
r wca� v1S �S1N^ x,wdae ewe p•dng Sys—de-1 IS 111 mba m lax rain ax pu go,clI—r beroe. bola br pp %berg
�/ GROUND BRACE•EXTERIOR GROUND BRACE•INTERIOR
�e On•rab,ecbry nwseer ae her palelb 01. Aron,ulrb.,mwae sere•Iwo•d buanp a WM mernbw 1•—�s'�L�s
C rdbaab dot era aaween.Wndxm as 'dune wampraless.—VIsTmew—fin
mssrao-na xa•.axeV waarae.The Wean toes W she ln•1 insets,IWdr m Were boa a»axw at the
nee rl•,YI m p sly n Yro•rl bsewre rr ea b Is s 1•yl.—re ae pl r•sce,-M—V.-
GENERALAsth %dacvp•hbule M vurme m,erlxal wob ma,newe
( budde.Aeeemel Wane bari in ar apeaeia eve. and a•rrbse a G9patrp she Wald brea,p lb, nlrer•roI pw•er..1 a hex near heap Ft—
lan,Yuae tle Ea61p.er rn,aamw,e•e Bb[uraly 4rm ee MI tow b me rued•a d I bull elreewp may a•rpwl.e lose%pwxp
I,-USS with the CONSTRUCTION DESIGN DOCUMENTS.the TRUSS DESIGN DRAWINGS.)Is ALL TRUSSES SHOULD th PICKED UP AT THE TOP CHORDS IN A VERTICAL POSITION ONLY rqI•.lover Ww,p bees nq eras ae beep en.Ier a wtaar.ground beep
'MUSS PLACEMENT PLANS(d required M the CONSTRUCTION DESIGN DOCUMENTS)is Propose banding and smooth ground allow for unloadup of trusses wamd damage.This Should be w tic nrae drway n a •rain el sell Sal lnreeb coin eb mrder wwam ae Rua ,.p web"amb„e
required top
rly eruct,brew.and connem IhO trusses to the buildup system. day as cbae 1011•s bAldalp Me as poeaAMe to mnne'.hta,gllrig.DO NOT beak bandrp until instal. win r m•f atapaveM d ae bresp.Properly aroexpxs ea fuse be,d trills .Jr
An.f line care and qualify Involved n the design and manufacture of wood busses cen be
je.perdiee0 talon begins.Hand erection d trusses la allowed,Provided eac.ssire Ieleral oeeMng H prarenfed. t•%aw rlwr b.eeq lase, n eras ynlx:ip Ibp bate•ar,e e¢a.q rmr,mp *'P- arwq BRACING REQUIREMENTS USING THE
Ixma.rvawrmeneal. beaMa SAME PRINCIPLES APPLY TO
d In.trusses am not property handled,erected,and braced.THE CONSEQUENCES OF IMPROPER r-aa.era a en Irwx. PARALLEL CHORD7TLUSSEB
HANDLING,ERECTING.AND BRACING MAY BE A COLLAPSE OFTHE STRUCTURE,WHICH AT
BEST IS A SUBSTANTIAL LOSS OFTIME AND MATERIALS,AND AT WORST IS A LOSS OF LIFE.
THE MAJORITY OF TRUSS ACCIDENTS GC UP DURING TRUSS INSTALLATION AND NOT AS
A RESULT OF IMPROPER DESIGN OR MANUFACTURE. 2 M 4 minl-n / r waPm Ruse
PrOf to IrU55 erMiien the budderloveclor 5,,ai mean wA the.,action crew for 9 Betaty and planning . \�A Ih•Va wren n�iilMq ar.+ Banan dwm
meet making sure each am member W�dorelanda his or her mles and msponralab6 during the .r -a5• FM auu b M wM II`r� is.
N/ap der spin nwfn`
Brambn Drpmp59 • dwyb br•bee brae nwem 1� Note'.TM dwa aM n•b renews ar M
a adYlemr arse I I�/• uawa.naawamw d•www ma•r..erw.
eawarpaap ~=`{I °`d ' STACKING MATERIALS
TEMPORARY ERECTION BRACING DO NOT STORE UNSRACED BUNDLES UPRIGHT DONOT STORE ON UNEVENGROUND � � r bueen F
huswp are not Iltarkad In any way ro Ie.nBry AIM Raglwney,a location M tamporarY araotlon O'O1n0 er••e awrain sews lee ,,e' ^
bracing. All temporary bracing Shall comply,wen the latest edition of Commentary andsods, DO NOT PRGCEEDWITN BIMLONI6 COMPLETION UNTIL
Recommendafpns for Nardelg.IMM"A Bracing Metal Plate Comeceed Wood Tnreea(HIB)•Pull. �!`�(f�Vj., -- id r,..a.a w• ,p :. ALL BRACING IB SECURELY AND PIIOPIRLY IN PLI1C!
bred by the Tr Fete I sNde.and/or as specified n Die CONSTRUCTION DESIGN C)CUMENTS { ?I'fL{[pp/•� s.w..•+vvw•...r This,Ib•I re1%•wi• Pueam eau
piopared by the buildup designer __ C9�,A 4 :;W r �., ground
WDs«c�EarwWN na,pdy pemJ
PERMANENT TRUSS BRACING ¢777 CIaE
Permanent bracing br the root m lba trusses is the,espo,uNdry d the b,i g MIAOOOIIAR -OF BRACING MATERIAL OR INADEQUATE FASTENING IS A MAJOR CAUSE J '
Iwp desgni r and alauld rim w••. Wry. 4di0 r M q ommo, F OP/1�6TIa1
be mown on the CONSTRUCTION DESIGN DOCUMENTS.Permanenl bracing Iocalrons for Indict. usurp d Rua,a a •. /L �5 , °•
US tarrpresson membered a wood truss are shown on IN TRUSS DESIGN DRAWINGS.and Shen F/'A
U.ntaeea Die the binding th eetlon to r system.
This baring,S needed for the f proper performance CARE SHOULD III ; ;SEES. B T.ION TOLERANCE a rndmdual vWaes wens me cool a floor cY,lem Tine design 9,o connection d the bracing to Ine I ` � '. NEVER STACK MATERIALS ON UNBRACED P—
t eebanan d cansnunon mrnrls a.min
buss sins e,.n to the overan w drag system ts ale reeponebairy d Thy Wrding designer.end I:hl eddi. Daring dine lyorry yoNa tins MMOISRIMRIMII`ii that praioee ,k. �* OR INIICEG1111TELY BRACED TRUSSES estop wanama
ion to the pemanent bracing lean.whim is also Specified by the bunting designer. for adequate ePlAelilyaa a lagxr kris a cases;1E1E1YMBNE, Mi0i Shan be left open B ,y,1• ,'y� Le'pa'
for venldatbn. tic u not recommended.sine 4 can pP RIpRSEtA�'
«bay Y�'•r1•^ L•nWh la'ngT
HQISTII��i. ccPwa111,ib.:� Lwpn>raaw.r a.wep..e
wr,x.cb•n Mnrxns r r M reel a Ilpar we.AND TO AGCOMPUWNO
ALL TRUSSES THAT ARE ER A7BBl NMLL� . IM a 3` r SMptIteMF _ a.rise br v,.wrax,e paned
BY7NE ERECTOR EGIXPMENT IBIIL,MbN1 .A/'ALLI�IMMEOOnnMr� j i. airM {ao � b
INSTALLED AND THE ENDSOF71tgN�r 1( S 1M Y Me,•rrp...a�aa beawMaauw b.a,+w:a.
-I Y 4 SIMIBI4 11O1EPCNORD OP7NET11uaxe. NEVER STACK MATERIALS NEAR A PEAK
ALA
W
.- AlxyeAVOID LA , , NEVER STACK YIITERIALBONTHE' & ' " CANTILEVEROFATRUBS _.�DO _ J— DOS DQNOIE O�I TRU66E6
c 4 Y UNB ORfL OpILYI16 FLAT
SO
a Yap a T `t` --Ns-a !M+•a' � „µ Raa•p w mww,cr oae•aae x•caws».a
E`. •aaana bew• bags e,aev r.,wrr sera rap Wind euppawq mwrews
\\\ - I1L' er•uN a.x.sees waaawp arxew.nwr•x•
•f7 sew °• ma abgea n•,moap v.n%I.n
i pad mrvrceolr - _t{ ' NEVER OVERLOAD SMALL GROUPS w dip—seed•
OR Emmnmbin,iabrsm+lw,mpwtl sua+p
SPECIAL DESIGN REQUIREMENTS
-VA** �'{ OWE THSCAN 11E �r LOAD OVER
a�nau�na m.ww.trona mhpmwu xr ewo-
Yypww, s --� BMCE TINE FIRST ■ ASMANYTRUBBESABPOSSBLE. Ian»mdama eWwm.
Tegti,o ybIBY ybspbK Ain rv.trpd bqq 4 paatY laEa ��J
NAUD
Special design requirements.such as wind bracing.portal bracing.sasmrc bracing drephragms. "s)tAl{iM A) ela nlrrpwrna4rM qL%a
-1:(PARALLiAO E) rind. 9, ayaa�I.i���1D F0RCfl
shear wens,a other bad transfer elements and then canna ms to wood trusses must bracing,
considered TIIlaaigYeOppgatle where these aileda BIB IIIIL - • '. ♦e a7�r•
separately by the buedrig designer,who 5hae determine size.location,and method of coMeclbnf for _ r • ai`
as bracing as needed to ysist these tortes. '
SPREADER BAR SPREADER BAR , BRiYCMII REQUIRFIWI N' FINI 3 P e ROOF Q�
UNLOADING & LIFTING TOEIN TOEIN.f ` I °1e'AQT PI"a�:MIA ft- AI. "m�werno-aal RIM t1°"0"ap6 aS pww pea
4wN►, i ., sa... SMpn•w m.drwctl.arvmwM rave toll«a1M a
AVOID LATERAL BENDING TOEIN TOEIN t1 TOP01MKBIRAIK'Tblllpe rabarti/awar---=TIT BSrr01tcHMPLAW as tows,b reso NEVER CUT ANY STRUCTURAL aa«manim—W mwGwa.
xxmn aawacw r asap n The,Awe d-by ,primp en tar—ae%a w VONA,bsb^g MEMBER OF ATRUSS. seeds,
m nuua.cur inn.ode„Irs�Wee w wen
awe.TMeloprhambwwaapml.nrwrbvnrp aarwr.em ar nPdarbalbm tlw..
wwn� �a« • Cbaella.l•vnauus sar.rmm 2G,a�xp 1 Carlaruan
CAUTION NOTES
ES
'—•i win M Ernienb n•W mdieWb A' e m em a
TaglYy Vsess, M.aba,wOwP BEFORE x•ana risers bept
Tagline Bw gbm• or« Bda%n Chad C�amrPrnxq.rmalndm • m.mwebseMemaa
Use
spmader bar in ALL other cases It should be Gould that the boa from the erMs of the spreader Wrwn xa.ta e• rwr baaq Ispp•U
bar'TOEIN';Hthese lines should TOE OUT'the wee may fold nhalf. rwN bang rpp•e sat ho bwba.al ,'` AW Me d%abm art bAdvee aMp...V.a woceomdwry wuaunu nw,mmexaaeaect«Wows
..«do view .°;`ar Ruse a arse waon ne sparse a ve tare maarwn.x a.•awwd e•e,Wr Ixale•riarw.
57RONL)BACW •rl,xy. .r•aa.win Pores«owes are dxr.o n wsr.•,r•e wwr«rr•uem ra.pee waprea w w mar w,ow
SPREADER BAR STRIONOBACW buMew aVElrnawxrarmgwe rev.rlw,.rar„wr•ex.po-op.aaa w.w agrer exn n.aarw.•a•
�y SPREADER SAFI aaaraxeww.p.xoeaa.aae•tarmine•aimr.a"a„awe is,
rwamar xahraa««+r
aw a,.aaoE e w a a arM+e b+we ax,w.box.a«raor raowv rn„e.ry rase nwe tom a Amwx.
� b�imWN Mw�,•yw,rYy w exe9es errxgbxn•e uN,wsrtla,.a Mwve m M rxxmnmfrwe•a rbm•.p
5•,wuee IM acre kawn Nlxer,[e e a rep oeu[ae
NEVER HANDLE TRUSSES FLAT -aD•Nabxese aPp..o-pa,oa Iran ye.,a Dseoy w,awwnaueT,uu Pbl.
Beginning win, unloadr,g process,and th.ugh.ut as phases of eenstructw see must bin lakm �—s b,pa,"—.� I �_A�ano.v.a r._� ppp•pmY •rppal a.aSr.paul xuwrle.Ltadeon,wT.
to avoid LATERAL BENDING d Russell,whim can cause damage to the lumber and melee connects a«m,r 1 a, •Y•ry " b, �r.�p«.t o1 ea wwl
plates at the pima. 11" w 4 a •m'
Tagllner agbne EXACT SAAC NG BETWEEN TRUSSES SHOULD BE Lary bp+m frary ban a oar, WOOD TRUSS COUNCIL OF AMERICA
USE SPECIAL CARE IN WINDY WEATHER. For Idling trusses with Spares n access 0160 bat.4 is recommended that a suongbacuyreamr bar be MAI'NED AS SPACING IS INSTALLED n evaa ee nonmry•w,•awe bpaerp we,—�ter�s' One WTCA Censer
IF USING A CRANE WITHIN 10 FEET OF AN ELECTRIC LINE,CONTACT THE LOCAL POWER used as elwlrmed Tina M,angbacWspreaderDar Mond bin ePachad to the 1 cMrd and web members n•araws prilelN•d rmay.p a racy ,e•r�alabeh•anarborler Caaup°" �ra 8425 Nema,toy Lane
oP er.pnxwslpK. NIB W Igwmm,x,aW
COMPANY. el nlervata d appro%imalety 10 feel.Fu= By X,onpbamWepreader bar staid be 91 a above the vp m..d a•equbbp rP.una'seen wee nuuee b I70eyi 5 �Ya Imywery&x p d AseMr Medyon,WI$371&1193
mMinaighl of the I,Uea to p,Bywn1 ouBrlumvp.Theis SbO,pDBCk/5pread0r bar ten be of any material with Iapp4 a oanwbme w curare al ar wrap tome. PYr Ca•a%b0 Wad TiuMen w wins WICAOW.UrArU59.COm••ylyyW.VIOeM S.COm
IF USING A CRANE WITHIN S MILES OF AN AIRPORT,CONTACT THE AIRPORT 30 DAYS PRIOR suffidem strength to safely miry Die wool d this truss aM au6ioenl,Ipidry to adequately resist bend.
TO ERECTION TO LEARN ABOUT ANY SAFETY REGULATIONS THAT MUST BE FOLLOWED. ingot the buss. DIAGONAL OR CROSS-BRACING IS VERY IMPORTANTI cwPgie nseanenwow ews c,.,aiaw.wxx
i I I I