HomeMy WebLinkAboutTYPICAL TRUSS END41
rt�1m am IV41 1R
w w w
p t L - -
• UNlE55 NOTED OTHER"SE
ALL MANGERS ARE USP 'HUS26'.
8'-B" ELEV.
ROOF TRDSS DESIGN DRIEAUI
LCLL 20 P.Sf.
FLOUR TRU55 DESIGN MTERIA
TOLL 40 P.SL
TCD.L 7 P.Sf.
T.CO.L 10 P.M.
B.C.D.L. 10 P-f•
fiCD.L 5 P.SL
TOTAL 55 Pat.
TOTAL 37 P-S'L
DURATION FACTOR 1.25
DURATION FACTOR 1.00
WIND STANDARD ASCE 7-10
FLOOR TRUSS MAY BE ADJUSTED
MIND SPEED 160 mph
2' FOR PLUMBING IF NESSARY
BUILDING EXPOSURE C
FLOOR TRUSS SPACING
BUILDING TYPE OUMO
2'-0' UNLESS NOTED
APPROVED TRUSS ANCHOR BY BUILDER
2X4 MINIMUM TOP AND BOTTOM CHORDS
PLUMB CUT OVERHANG
2_
4-3 16
HE L
11
i2 — BRG.
UNLESS NOTED
OTHERWISE
TYPICAL TRUSS END
ALL SPACING IS 24' O.C. EXCEPT AS SHOWN.
DO NOT CUT OR ALTER TRUSSES WITHOUT
AUTHORIZATION FROM THIS OFFICE
THIS OFFICE MUST BE NOTIFIED WITHIN 10 DAYS OF SHIPMENT OF
ANY BROKEN COMPONENTS AND/OR MISSING PIECES.
NO BACKCHARGES WILL BE HONORED.
WARNING
NA9FIIWAL fRANMG. ptECDaI AND/dt PFIN/HDl! WMaNG 6 HO1 T1IE RmVN-
99E1T! Gf 111E TRUE DF9Q6R, MTE YANUEACRRFIL OA Two FA9IGGTOR F4RSalS
EREOtR1G 1RUSSES ARE CAUIKNED TD SED! PRCFTS9aUL ADNLE RCGARWlG
E16LRCN BRACRIG waw L4 ALIGYS f2Wtm 10 PREYFNT TOPftMD AND
DDYNDwG WNiG D1EDR01A A!A F41DIA11EXT BR.•DNG MW1 WY BE REgIItfD
w SVE 1C Mfl1GlI0N5 SEE'BNA@A 1A00 TRIISYS COOF)ITMY M1D
REDGF11hD1DAlI0NY RgIXER NFtlN.ATIOt
NSTALL B IN SIRNGXi ANO ft111/e PJ9TgN wFNO 91G1R
1w15EE9 91ALL BE WRAUD) q A NC
6 APRRD DF2DRY lD lOP AND/DR BDiIW WGR05. tNEY SMALL m ESE wUGED
A9 EAEaEm ON IIR. FMiNFDtVD DE9W. TRI155E5 SHALL eE HA1mFID w1N
FfFASGNAwE CN2 WIND D3CRGN ID NfC1FD1T OAYALE OR PFI6VlAL MJURT.
NOTE
IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR
ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES
TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS
TTRRUSS PACE ENT
ENGINEERAND/OR (NG. SPECIAL CONSIDPLUMBING (AND THEIR�CONON CTIONS) NS FOR MECHANICAL
MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT
PRIOR TO FABRICATION.
THIS COMPANY IS A TRUSS MANUFACTURER WHOSE
RESPONSIBNTIES ARE LIMITED TO THOSE DESCRIBE) W WTCA
1-1995 'DESIGN RESPONSIBILITIES% ACCORDINGLY, IT DISCLAIMS
ANY RESPONSIBILITIES AND/OR LIABILITY FOR THE CONSTRUCTION
DESIGN. DRAWINGS, DOCUMENTS INCLUDING THE WSTALLARON AND
BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY.
APPROVAL SIGNATURE
YOUR SIGNATURE WILL ACKNOWLEDGE
1) AUTHORIZATION TO PROCEED WITH FABRICATION.
2) VERIFICATION OF ALL DIMENSIONS AND CONDITIONS
INCLUDING WALL HEIGHTS, ROOF PITCH, HEEL HEIGHT.
OVERHANGS, CEILINGS, Er-
3) TRUSSES WALL BE MADE IN STRICT ACCORDANCE
WAIN THIS TRUSS LAYOUT.
4) 1 HAVE READ AND UNDERSTAND ALL NOTES AND WARNINGS
ON THIS PAGE AND AGREE TO BE BOUND BY THEM.
SIGNED
TITLE
DATE
REQUESTED TRU55 SHIPMENT DATE
( ACTUAL TRUSS SHIP DATE IS BASED ON OUR CURRENT DELIVERY SCHEDULE )
R
E
V
I
B
s
I
0
C
N
S
RANEY
COMPONENTS,
LLC
19990 Independece Blvd.
GROVELAND FL 34736 RANEY
OFFICE: 352-429-9429 ® CO PO�EN S
FAX: 352-429-7429
E—MAIL, TmssPlantOraneycomponents.com
W Horton
l OT/BUt BDW
Lo 30 Creekside
IS.90EN(L
4EAB Aria "C"
DATE DRAWx eW ORA1w1C HVYBDL
nns=1'-0' 05-11-2018 1 GLM
BJl
Cl1
W
r-1
BJ`
BJ�l
�V�
M If) I
PLl Ltl m
24'
E,C,LD
-
07
Q
r-
Q
iO
Q
L,
Q
Q
C')
Q
(U
Q
TV
dTd
¢
a
Q
Lr,
Q
Q
Q
CO
Q
Ld
EJ7A
MVZ
V
1
N PJ UJ
W PU (>a
j
U
BJl
® e
d- d-
00
HANGER SCHEDULE
TRUSS BEARING HEIGHT SCHEDULE
• UNLESS NOTED OIHERWiSE
ALL HANGERS ARE USP 'HUS28'.
F----� 8'-8" ELEV.
ROD TRUM DB CWTERIA
EIOCR TRI59 IEM wTaaA
TGLL 20 p.at.
T.CLL 40 P.M.
T.CDL 7 p.af.
TCD.L 10 p.af.
&COL 10 P.at.
BC.DL 5 P.af.
TOTAL 37 P•af.
TOTAL 55
DURATION FACTOR 1.25
DURATION FACTOR 1.00
WEHO STANDARD ASCE 7-10
FLOOR TRUSS MAY DE ADJUSTED
YAND SPEED 160 ..Ph.
2" FOR PLUMBING IF NESSARY
BUDDING E FORK C
FLOOR TRUSS SPACING
BUQDIHG TYPE ca>gn
1 2'-D' UNLESS NOTED
PIZ_ USS-ANCHOR RY-RUILM
2X4 MINIMUM TOP AND BOTTOM HUN - — -
PLUMB .CUT OVERHANG
12
6 I
4-i 16
HE L
i2 1 — BRG.
UNLESS NOTED
OTHERWISE
TYPICAL TRUSS END
ALL SPACING IS 24' O.C. EXCEPT AS SHOWN.
DO NOT CUT OR ALTER TRUSSES WITHOUT
AUTHORIZATION FROM THIS OFFICE
THIS OFFICE MUST BE NOTIFIED WITHIN 10 DAYS OF SHIPMENT OF
ANY BROKEN COMPONENTS AND/OR MISSING PIECES.
NO BACKCHARGES WILL BE HONORED.
WARNING
CdWNOPUL TRMDNG, FRilYll 4m/DR R?AMHNE t1n.1MD R Naf 11E 114511-
SLDI' Q 11E TRugs H34Fi14 RAZE YMMw1UIRa 01 iM155 iABdCAImI. HR9CN1
MRicorm TRUSS AiR uHlcxEn ro snc RIUF55mx11 wva: MacA®cm
EREIDax eRAor+o veool a ux�rs REavaD ro 19Q.1f11T TIEPLan Arm
DM@mNI pR010 WCiWk /J0 N6pUtENT ILRNDm 1YT01 WY � RrOA13D
N 5».vm APRI ( 46 I MO ER AT CmR[UrARr Wm
IiF101TGDAlid14' (BC9-9�) iqi M1NFA lipWATON.
TRnm sM1Ma_ � Hm,WID w A smwrt Arm Rwm Posliw. 141Da Ro srATNNc
s Aaam DTarsnr ro T1L Alm/Dfr DOTIDM soma. T1oO' 9WL 1L BMam
A9 'FDZ®a 1N[ D10.41tm oBQi. TRU95C? Si4LL 9[ HA1m1ID WDI
.,.. ewe Ism TIE.DIRI/ ro Fla�T1NT DAVAfY w R1SauL 1rMwr.
NOTE
IT IS THE RESPONSIBILITY OF THE BUDDING DESIGNER CR
ARCHITECT TO PROMDE AN APPROPRIATE CONNF_CTION FOR TRU54S
TO S RN TREEQUIPMENTSSIP
TDUORNESI
DPFEARARREANC1)O R NSHECONWN
ENGINEERING.SPECIAL.
(
MENT AND PLUMBING (AND O
SPACE
RNTRUSS
NUSLMBEDIAGRAMMEDD BYDN ATRUSS LAYOUT
PRIOR TO FABRICATION.
THS COMPANY IS A TRUSS MANUFACTURER WHOSE
RE" 9881TIES ARE UNITED TO THOSE DESMOM IN WTCA
1-1999 'DESIGN SESPONS®MIES7. ACCORDINGLY, IT DISCLAIMS
ANY fE5PW1SIMMES AND/OR LIABILITY FOR THE CONSTRUCTION
OLSCN, DRAWINGS. DOCUMENTS INCLUDING THE INSTALLATION AND
BRACING OF TRUSSES MANIFACiURED BY THIS COMPANY,
APPROVAL SIGNATURE
YOUR SIG14—RE Val. ACKNOWLEDGE.
1) AUTHORIZATION TD PROCEED WITH FABRICATION
2) VERIFICATION OF ALL DIMENSIONS AND CYMIXImS.
INCLUDING WALL HEIGK 9, ROOF PITCH. FED, KEGHT.
OVERHANGS, CEUNG5. EM.
3) TRUSSES WILL BE MADE IN SI ICT ACCORDANCE
WITH THIS TRUSS LAYOUT.
4) 1 HAVE IFAD AND UNDERSTAND ALL NOTES AND WARNINGS
ON THIS PAGE AND AGREE 70 BE BOUND BY THEM.
SIGNED
TITLE
DATE
REQUESTED TRUSS SHIPMENT DATE
( ACTUAL TRUSS SHIP DATE S BASED ON CUR CLRRW DELIVERY SCHEV E )
E
V
I
S
I
0
c
N
S
RANEY
COMPONENTS,
LLC
19990 Indyendece Blvd.
GROVELANFL 34736 RA NEY
O POAj NEN]S
OFFICE 352-429-9429 ® COW
FAX: 352-429-7429
,
E-MAIL: TrussPlantCrcneycomponents.com
Horton
IAT/NN ,r
Lo : 30 Creekside
RE91.ViCL`
4EAB Aria "C"
S=f-0• 005-11-20131 GLM R MQ03