HomeMy WebLinkAboutTYPICAL TRUSS END r
SCHEDULE TRUSS BEARING HEIGHT SCHEDULE
U
S ARE USP•HUS28•. r--�B•—B" ELEV.
38'8' 22 B'-B'Int Brg
IW-1 7/e•ElEV.
MANNED
B DOIW LTUIDGA rinoR l>d5 r1�N20 psf. T.CLL 40 P.at
7 pst LCO.L 10 pst.
10 PstB.CDL 5 Psf.
4BJ1 4BJ1 -----------____ 37 P•af. TOTAL 55 pat
-__ _SON-FACRN2 1.0_0
WIND STANDARD ASCE 7-10 FLOOR TRUSS MAY EE ADJUSTED—WIND --- -
4D2 38'8' &RDIIGGEEPOSWI C D mph 2°FLED R TRUSS SPACING
PLUMBING IF SARY
aD
SUIDBIG TYPE LTtam 2'-0'UNLESS NOTED
APPROVED TRUSS ANCHOR BY BUILDER
2X MINIMUM TOP AND BOTTOM CHORDS
Cn In to
-1 G'1 PLUMB CUT OVERHANG 12
W p7 W W OO W
Varies
-3
BJS � - BJ1 HEEL
® ® v
BJ BJ3 ry 1' — 0,, 8" BRG.
BJ BJS UNLESS NOTED
OTHERWISE
TYPICAL TRUSS END
ALL SPAgNC IS 24'O.G EXCEPT AS SHOWN.
Q Q DO NOT CUT OR ALTER TRUSSES WITHOUT
AUTHORIZATION FROM THIS OFFICE
® Q Q THIS OFFICE MUST BE NOTIFIED WITHIN 10 DAYS OF SHIPMENT OF
ANY BRa(EN COMPONENTS AND/OR MISSING PIECES.
® ® NO BACNCHARGES WILL BE HONORED.
WARNING
10'8' 10'4' a ¢ NZN1LNnoua mA>a+a eaLTa AtID/a IvuAraRrr IxAWo H Nor nc uvaN-
Al <'P era ro .oaa`aA�wcme rxsrs
FTS Cu AND
® OD co ¢ f1 G0 xsraTc�wuws�'en.a+oww cwoErW+rrAm
Stair Well
(h (1) M ssnr m 1�oP.xroAM emlw ao Ana swi�a Nsurm
m R�ox W¢INORO>m or9a. 1Rus�svWL�NANfdID reN
.e.rua awn E®e5w To ERe1tNr DrMA¢rn EBaaNAE NiAMRW.
NOTE
O IT IS THE RESPONS�UTY OF THE BUILDING DESIGNER OR
V ARCDTECT 70 PROWDE AN APPROPRIATE CONNECTION FOR TRUSSES
HTgS�UPPOR71NG STRUCTURE PER REACTIONS FOR MECHANICAL
ON TRUSS
O ENGINEERING.
AM1(A SPECIAL 6Y�9�DER NEOR NID TRUSS LAYOUT
AND El PWMBING(AND TmR CCNNECDONS IN TRUSS SPACE
PRIOR TO FABRCATIOL
THIS COMPANY IS A TRUSS MANUFACTURER WHOSE
RESPONSIBILITIES ARE MMIIFD TO THOSE DESCRIBED IN WTGA
1-1995'DESIGN RESPONS®IIDES•.ACCO CINGLY.R NSCLNMS
ANY N.DRAVANGS.DOCUMENTS AND/OR LLABRITY Ftx THE CALLATI C110N
cu O DESIGN.O F THUS.SMAUFAWCi BY 771E INSTALLATION AND
BRACING OF TRUSSES NANUFACNRFD BY THIS COMPANY.
MV4
LE APPROVAL SIGNATURE
mv YOUR SIGNATURE NOL ACCNOWEFDCE
BJS 1)AUTHORIZATION TO PROCJBA 91H FABRICATION.
2)VERIFICATION OF AM DIMENSIONS AND C WCNS
mvp INCLUDING WALL Hl3 ROOF PRCH.—MIGHT.
(U O ^ OVERHANGS.CEYUN(S, ETC.
BJ3 3)'TRUSSES RILL BE MADE IN STRICT ACCORDANCE
WITH THIS TRUSS LAYOUT.
4)1 HAVE READ AND UNDERSTAND ALL NOTES AND WARNINGS
® ® ® ®® ® BJS ON 1N15 PAGE AND AGREE TD BE HOUND BY THEM.
a0)9 TTE
XOp ed r Bl ?Ilk il DATE
4BJ3 B2 REQUESTED TRUSS SHFWENT DATE
411 N. (pCk ACTUAL TRUSS SHIPDATE IS BASED ON OUR oaamNr DELIVERY SCHEDULE)
R
E
4BJ1 I rBjl
J BJ3 ,E 5 Civ BJi S
f-tl Pa F�V L N
21'4' 17'4' R A N E Y
38'8' 21'4• 17'4' COMPONENTS,
38'8' LLCC
19990 Independece BWd.
GROWN FL 34736 RANEY
OFFICE 352-429-9429 ® CO POAJ �NEN]5
FAX: 352-429-7429 s
E-MAIL- TrussPlant6roneycomponents.com
Horton
057 Creekside
2432-4EGB Galen "H" OL
T:
S 4-0 0 29— O1s GLM
T
HANGER SCHEDULE TRUSS BEARING HEIGHT SCHEDULE
•UNLESS N07ED OTHERMSE
Qxuszs 8'-B" ELEV.
A
OB YSN-472
®8'-B'Int Brg
(U
®18--1 7/8'ELEV.
18'8'10 17'11'10 FILE
cp
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Cop ,...
20 p TOLL 40 pa
T.C.D.L 7 psf. TCDL 10 µILL
&CDL 10 p.&f. &CDL 5 p.&f.
4BJ1 4BJ1 TOTAL 37 P.M. TOTAL 55 p.&L
DURATION FACTOR 1.25 DURATION FACTOR 1.00
TRUSS MAY BE ADJUSTED
-- _ Wm SPEED 160 MP-1, 2'FOR PLUMBING IF NESSARY
8' --- - BUUMG EIIPOSURE C FLOOR TRUSS SPACING
111RDQVC TYPE Hasa 2'-0'UNLESS NOTED
_- — - -�— --- �-7�—� �7'� APPROVED TRUSS ANCHOR BY BUILDER
_ 2X MINIMUM TOP AND BOTTOM CHORDS
c) If) Lr) cf) PLUMB CUT OVERHANG
cQ ca w as m w 12
Varies
3
BJl �, BJ1 HEEL
® BJ BJ3 11 _ 011 8N
3- BRG.
L,L7 ® BJ BJ5 UNLESS NOTED
® OTHERINSE
a TYPICAL TRUSS END
� N ¢ ALL SPACING IS 24'O.C.EXCEPT AS SHOWN.
DO NOT CUT OR ALTER TRUSSES WITHOUT
AUIHORRA710N Fl30M THIS OFFICE
® Q Q THIS OFFICE MUST BE NOTIFIED WITHIN 10 DAYS OF SHIPMENT OF
® ANY BROKEN COMPONENTS AND/OR MISSING PIECES
NO BACKCHARGES WILL BE HONORED.
® Q Q
� WARNING
10'8' 10'4' ¢ Al ¢ H�.a ma FN01,ea�.TaI
FTS Earnc R RYs A s rAwam ro su FRa®w L AaMa scAsm a
N BlECROM wEaxa Wq1 a wan IdfaMFD ro N'flETEIl1 IOFFENo AW
® I-A KN
Q D WHO ImIlm AND fdLANFNf EtlrADNC 1Mal WY �RQa
DO
M DO ANwunws 5a'aIAwN•am T moiitrMT ANo
Stair Well m �T M RLCaAlIgA1IN5' EFII)M FwDCT TRN
1Wiffi 9UNL @ HITWm N A 51RMIXr NN9 WA0 P'o4pO1. trEH Na 4FAVO�c
B AwElm n03L1LY ro TOP Alu/w pOnOM awn& T12Y vWl ri IRAaIn
IV) N m �sRaTm w Tid oio�m❑[9aN. 1iM59_9 s1m I!<ITA`!dID 14eI
.ur aMs awrm D1Enol to iiQ1dT DMUN[w r+DcoNa NARr.
NA
V
NOTE
� R IS TINE RESPONSIBILITY OF THE BUDDING DESIGNER OR
V V' 70 UPPO TIN STRUCTURE
APPR MCII CON ROV"O FOR 1AU535
7D SUPPORTINGSPECIALPERENGINEERING. CONSIDERATIONS FOR YEN TRUSS
L PACE M
O NN PLUMBING(AND NOT
UVEX DIAKRAMM BY BUDDER ON APPR�VED TRUSS LAYOUT
PF40R TO FABFUCA710N
THIS COMPANY IS A TRUSS MANUFACIURER WHOSE
RESPON AE5 ARE LDNIIED TO THOSE DESCRIBED IN WTCA
1-1995'DESIGN RESPONSIB9IRESr.ACCORDINGLY,IT DSCLADIS
ANY RESPONSIBLIM AND/OR LIABILITY FOR THE CONSTRUCTION
DESIGN,DRAMNGS.COMMENT'INCLUDING THE INSTALLATION AND
cu O BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY.
MV4 APPROVAL SIGNATURE
YOUR SIGN RE WILL ACKNOMEDOE
1)AUIHOIZA71Oi TO PROMED VM FABRICATION.
BJ5 2)VERFICAAON OF ALL DIMENSIONS AND CONDITIONS,
INCLUDING WAIL HEIGRS.ROOF PITON,1{m HEICHT.
Q
OVERHANGS,CEIINGS, ETC.
(U t`
BJ3 3)T r TH THIS TRUSS MLL HE MADE IN STRICT ACCORDANCE LAYOUT.
4)1 HAVE READ AND UNDERSTAND ALL NOTES AND WARNINGS
\N
//AA�� //�A� BJ1 ON THIS PAGE AND AGREE TO BE BOUND BY THEN.
®ME ® L"./ AM ® SIGNED
XB ed r Bi DAE
OAIE
4BJ3 B2 % REQUESTED TRUSS SHIPMENT DATE
to (ACNAL TRUSS SHIP DATE IS BASED ON OUR CURRENT DELIVERY SOMME)
ILL R
AA
IF
4BJ1 ^BJ3 BJ3 ^ v
E 5
y I NJ iu BJ1 BJ1 s CA '
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s
21'4• 17'4' G� �s R A N E Y
38'8• 21'4• 17'4• COMPONENTS,
3a'6• LLC®®
19990 LA Blvd. �^
GROVELAND FL 34736 RANEY
OFFICE 352-429-9429 ® C PO OA NEN]S
FAX, 352-429-7429 ��
E-MAIL- TrussPlantCraneycomponents.com
Horton
Lo57 Creekside
2432-4EGB Galen "H" OL
S=1'-0 5L g_ o1 GLM. aUMNa