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w N Contractor is responsible for confirming and correlating all
7' quantities, dimensions, tolerances, clearances, fabrication
compatibility of materials and materials coordin/ofwork with other trades and subcontractors, pework in a safe and satisfactory manner and for fu
with the Contract Documents
_AUG 1 1 2017
DATE REVUE D 6Y
--- A.B. DESIGN GROUP
IN
41
41
N
•
HANGER SCHEDULE
11RUSS BEUBNG HEIGHT Sc2EDULE
• UNLESS NOTED OTHEg1WSE
Au HANGERS ARE usP Muse'.
f'—"'18'-8' ELEV.
ROOF ➢=S oesGl WIEIEA
LCLL 20 P.sf.
RDOR TRUSS DpGN Qd1FRIA
T.CLL. 40 paf.
T.C.D.L. 7 psf.
TOOL 10 paf.
B.CD.L 10 paf.
B.C.OL 5 paf.
TOTAL 55 pl.
TOTAL 37 P.nt
DURATION FACTOR 1.25
DURATION FACTOR 1.00
YRDI STANDARD ASCE 7-10
TRUSS MAY BE ADIUSIED
MD SPEED 160 ..PA
2' FOR PLUMBING IF NESSARY
BUADOIG E>�091IiE C
JIFLOOR
FLOOR TRUSS SPACING
BGMG TYPE CDsa
2'-0' UNLESS NOTED
APPROVED TRUSS ANCHOR BY BUILDER
2X4 MINIMUM TOP AND BOTTOM CHORDS
PLUMB CUT OVERHANG
12
i 6
3 16
H
80
1' — 0" BRIG.
UNLESS NOTED
OTHERWISE
TYPICAL TRUSS END
ALL SPACING IS 2e O.C. EXCEPT AS SHOWN.
00 NOT CUT OR ALTER TRUSSES WITHOUT
AUTHORIZATION FROM THIS OFFICE
THIS OFFICE MUST BE NOTIFIED WITHIN 10 DAYS OF SHIPMENT OF
ANY BROKEN CCMPONETN7S AND/OR MISSING PIECES.
NO BACKCHARGES RILL BE HONORED.
WARNING
aONWTmacN. mAUNS Lr¢cnNN ANmN➢R NWINQIR DiAfM a Nar THE RrsKti
� 611E 1RI19 V9KER P41E YAMADNIEA, DI 1n159 FABl4mR PERYM
OmrNa Ta® ME GJO➢KED ro sac 1T361:® NIL ADM2 IEGImrIC
aaallaN N Is ours rEauFEn ro nsTaNr 1amY Na
OURM uw
a0MQ10 mF✓710 FRF):110t MO f4i41MFllT BIA(N' sEW WT SE RAIAdD
S
A Sf�IC MiWJJE ) 9i1SC 1M1� taAE]]InlIT MD
f�4RmA➢alY (tl�Yl) fUi MTi1i IiW4➢0.
au,
1W1� fE NSnl1ID P A STN/IOR Alm PUT® PIX➢IX NflE ND 9KAM'ID
D A KCR D ON TH m T� AIO 00 IgTIW OIaS S tBEY 9 U DE VMIa)
A9 SIEVED a THE DIQEIIED EE9IX 11m956 91AU. BE NAIOIID Nlll
1EASa1/(AE cvE ocsaa OEcna1 m EYEM]IT 111Y,VE to PDaKNAI INAAY.
NOTE
IT IS THE AESPONSOUTY OF THE BURRING DESIGNEROR
AROIITECr TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES
TO SUPPORTING STRUCTURE PER REACTIONS SHOWN W TRUSS
ENGREE]MG. SPECIAL CVNSIOERAnONS FOE MECHANICAL LOUPMEM
AND/VH REMBENG (AND TNE1R CONNEGTIV/S) IN TRUSS SPACE
MUST BE DIAGRAMMED BY BUKDER ON A TRUSS LAYOUT
Pwaa To FAEDacATGN.
THIS COM ANY IS A TRUSS MANUFACTURER WHOSE
RESPONSIBILITIES ARE UNITED TO THOSE DESCRIBED IN WICA
1-1995'DESIGN RESYONSIBUTI S'. ACCORDINGLY.IT DISCLAIMS
ANY RFSPONSIBLITI S AND/OR UAEILITY FOR THE CONSTRUCTION
DES , ORAN1Nf;5, DOWYFN75 NODDING THE pNSTALLATICH AND
BRACNO OF TRUSSES MANUFACTURED BY IDS ANY.
APPROVAL SIGNATURE
YOUR SIGNATURE WLL ACKNOWLEDGE
1) AUTHORIZATION TO RIG® WITH FADE--
2) VERFICATICN OF ALL DIMENSIONS AND CLNDITIONS,
INCLDNG WALL HEIGHTS, ROOF PITCH. HEEL HOGT..
OVERHANGS. mUNG9. ETC-
3) TRUSSES WILL BE MADE IN STRICT ACCORDANCE
WITH THIS TRUSS LAYOUT.
4) 1 HAVE READ AND UNDERSTAND ALL ND7E5 AND WARNINGS
ON THIS PAGE AND AGREE TO BE BOUND BY THEW.
SIGNED
TIRE
DATE
REQUESTED TRUSS SHIPMENT DATE
( ACTUAL TRUSS SIP DATE IS BASED ON OUR CURRENT DOMMY SCHEDULE )
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RANEY
COMPONENTS,
LLC
Blvd.
19990 Ind BOB
GROVELAND FL 34736 RA
OFFICE: 352-429-9429 ® CO PO
FAX: 352-429-7429
E-MAIL;* TrussPlantQraneycomponente.com
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