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? B: 119+69 LAMBERT THIS DESIGN HAS'- BEEN PREPARED FROM! .COMPUTER INPUT SUBh6ITTED BY TRUSS FOR`IyA`IdR
TC X-LOC L-R: 0.29 6_77 12.88 13.B1x 25,.12 31.23 37.46
TOP CHORD 2it4 FIR-LARCH #1
BOT CHARD 2X4 FIR-LARCH #1 BC X-LOC L--R: 8.29 9-'82' 19-OZ-28.17 37,46
TBS 2X4 FIR-LARCH S!AND,4RC
CONNECTOR PLATES-MUST BE INSTALLED IN ACCORDANCE �JITN * 1X4 #3 HEM-F'I3? OR BETTER CONTINUOUS LATERAL BRACING TQ
a BE EQUALLY SPACED. ATTACH WITH {2.} 8d HAILS. BRACI:td�
REQUIREMENTS OF I':.•C.B O. PESEARCN REPORT #2949. {MATERIAL TO `BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A
ALL 13LA:TES-ARE TO BE CENTERED ON THE JOINT, LEFT TO 'RIGHT AND. SUITABLE SUPPORT BY 'ERECTION CONTRACTOR.
SAP TO 8OTTOH, EXCEPT WHEN. LOCATED BY CIRCLE OR DIMENSION.
TRUSS DESIGNED WITH 'EQUAL PANELS BET4/EEN INSIDE Et DS
-i-E DRAWINIP 131x* FOR "?LATE LOCATIONS ON TYPICAL JO: NTS,. Of SCARF CUTS UNLESS OTHERWISE NOTED.
'T IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS.
RAWING PRIOR TO CUTTING LUMBER TO PLATES SPOWN ARE CONTROLLED BY
FABRICATOR TO REVIEW THIS DTRUSS FABRICATOR PLATE
VERIFY THAT ALL :DATA, INCLUDING DIMENSIONS AND LOADS. COIfiFORt9. INVENTORY.
0 THE ARCHITECTURAL PLANSfSPECIFICATIONS ANG FABRICATOR'S REFER TO DRAWINGS A193 AND A104R FOR OVERHANG CETA.ILS.
VtUSS' LAYOUT.
--t- .Batton chord checked for 10 PSF live load.
42
k1) REV. 9/28/87 R. PLO
-)Top chord shall �be laterally braced with. properly � I-�. GOU
Nrl
--nnect.ed purlins spaced at a. -maximum of 24" 0. C. , _ -: r `.DEPARTMENT ; tt<�
Un ss ply ood. sheathing is attached .directly to T.C.
.YXq. 2-5X4 5X5-
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iz
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2'a 5X4 LXV _ ..5X4- -
R-12261 id- 3_5D-
13-0-0 19-5-0
24-
38-f0-0 Stubbed To_? - 7-g-0
OV€R 2 SUPPORTS ccav•r 0_, Isis
'Lr°TE�TYP _- �#'I t� 5 0tV--I218 + FURNISH A CDPX OF THIq GtSIGN TO ERECTION CONTHRETOR DwP �v ..,
Fi:NE 1'� •', {.tcCi P$GCr.3.t >;c .
:c P_.f RE ErIRFX+i: DIRE DESIGN CRIT REF
*` �WORTANTA s-� wT K i*1k_ fm �1F�PNiNG N •�r,. fR cTmf r,�D , 4g°F TC LL �C . D P,S DATE 07/39/ i
�i fIFi1^J: X Sr=IF1C%11*Z DR , aviflox For,5EE'� i-Iffi'. {i$i#tINC �� 1t�aSFsr. ����� f.STEY 1�;.�n
t TE' TC DL_ 7j) C PSF DRUG MERS64 6721IM 2
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mss:+i�`.ti Pfw:1+.� � rpl. PtP1�.c :.^r0�i: ii115 )ESiLA F',.F' i Ru3rZlikd% 5P£ilN PEr4'i'.^
wad ti r+'FFrx r r L�a1rE sr €. tpj'Er_ . SC DL + 10_0 PSF Grp=ENs: RP s
.1up GwA- 1.r L a URIMLis T2s D 3-31-b5
I it x rte; aorH mesas 1+ � .01! tb l ter£ r Vpn Fg,* �Rt7cjCu K1000 stf rte, _ TOT.. LD. -33..O-PSF-O/,A LEN. 37
`vlLisy ' 'ti��' % Lr1S4f33!t�c a�vas3. !MITE `, C 41TO RISS t CEILING-.UR i�1
J . crvrt �:�~.
. ;. a _Y :t+ , .. Nxt, rslais # �u erlFrF ot n�irw Do NOT USE TMls -� titl{t_ FAC. i . 25: P!TCH 5.0M
C
xsliw 11;14 ; 1� F.i9Erm
'iF� w Tm wawa 'fF'af Wt.
SPACING 24.D" Tyt
S`fiT»3FtcRV1N F�.'1{�Q MsTrttrTra+ /? .. -
aux 1144
4081 1281.1 CHRIS LAMBERT . THIS DESIGN PIAS BEEN PREPARED FROM "Ci3!'iPiITER INPUT, SUBMITTED ';8Y`TR'USS>�ABR$CA4OURUt
TOP CHORD 2X4 FiR-LARCH oI: TC X-LOCL-R- 8.'29 6..52 12.68 :18.75' 23 2:4 27.73 32.22`
BOT CKORD 2X4 FTIL-LARCH *1 _ 37.a6
.. VERSZX4 FIR-LARCH STANDARD BC X-LOC L-R; -0.29 6:52 12.73 18.75 25_.18 38.91 37:.46
CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH SHIM ALL SUPPORTS"TO SOLID `B EARING.,
REQU;RENFMTS Ar I.C,,B.O. RESEARCH ;REPORT *2949.
BEARING_ LOCATIONS 'MUST BE MARKED OF! TR1iSS <BY TRUSS FABRICATOR
ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TO INSURE PROPER ERECTION.
TOP TO BOTTOM. EXCEPT WEN LOCA'T'ED BY CIRCLE OR 'DIMENSION,.
SEE QRA{ I#iG 138 FOR' LA7I LOCATIONS ON, TYFI}fiAl. JOINTS., IT IS THE RESPONSIBILITY: OF 'THE ;BUILD:ING DESIGNER -AND'.TRUSS
FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING L1JlIBER TO
.PLATES SHOW ARE CONTROLLED BY TRUSS FABRICATOR PLATE VERIFY THAT ALL DATA, INCLUDING AND LOADS', CANFORi
PIMENS.IONS
I►dVENTORY'. -� 70 'THE. ARCHITECTURAL PLANSISPECI ICATIOFIS AND-FABRICATORS
"I T AtSS LAYOUT. .'
REFER TO 'DRAVI:t4GS AI93 AND AI Q4R 'FOR OVERHANG DETAILS.
f Bottom chord checked .£ox 10 FSF live ?oad.
5X5
-
3XG
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- C 2.Vt�-i`.
y A
5X5 -
t
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- - 2Xq 2.50.0. - 2XB
12
6X6 ?_..5X4
SXID 3XB
R-3gBR II- 3.50' R-1a4tt W- 3,50` R-692 4i- 3.50'
L` 2'-1-12
16-9-0 19-0-0
38-0-0' Stubbed To -9�Q 12A-4- 12-7-12 - 24"' OI.
379-f1 .,.
OYF`_.3 SOFPQRTS
PLRTE IVE--ALPI(Y� SnN� 1303399 I�l�tNISi i R COPY OF TMS #7. 136 ! WO ERECTIi#�f CONTRRQTDR p�
�, o �' `�`
ti.PllE, 9SUEERED PRODUCTS, INC. �. TRUSSES REDUIIRE EXTREME CRRE
R1MPDRTF�IT*'* sHmi wT E RlSPowla E FOR AMI WARNING IM vami1G, unitom iiFD
uEsir CRIT.
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P.04 WX 2225
PD�f'RN j� , .BRIDA' 33061
305-7811-3333
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