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EVIEWED ❑ REVIE E S NOTED
EVISE & RESUBMIT ❑ RE
OT REVIEWED ❑ FOR Y U I FOR N 00
24 ❑. (° 24 ❑,C,
ub 'ttals are reviewed for confarn a esi intent
d eneral `compliance with the Contr ct en only.
ota ons Do Not Authorize Chan@di
r val, comments and/or corrections o
Contractor from compliance with the Con
Contractor is responsible for confirmo and �rrela gall 3
quantities, dimensions, tolerances, clean
processes, tech iques and Sequences f construe'
compatibility 0 r1patenals andmaterials cocii1dination of their 59 8
work with other o 67'8" ��e COPY
work in a safe an satisfactory ma era for co ' nce g�
with the Contract Documents
-OCT 2 m7
DATE vv BY
A.B. DESIGN GROUP
HANGER SCHEDULE
TRUSS BEARING HEIGHT SG¢DULE
• UNLESS NOTED Oli{FRNSE
ALL HANGERS ARE USD 'HMS'.
8'-8" R FV.
ROOF TRUSS DESCH OOIEIA
LC.LL 20 µIL
7 µat
MET.CDl.
10 µTLE
TOTAL 37 µat
G1 'nDN FACTOR 1.25
WWD STANDARD ASCE 7-10
FL00R TRUSS MAYBE AOJJSim
BOB SPFID 160 MPIL
2' FOR PLUMBING IF NESSARY
BUDING EVOSUR✓E C
FLOOR TRUSS SPACING
BIG TYPE aa�n
2'-0' UNLESS NOTED
APPROVED TRUSS ANCHOR BY BUILDER
2X4 MINIMUM TOP AND BOTTOM CHORDS
PLUMB CUT OVERHANG
12
6
3 16
HE
�Iz
— D BRG.
UNLESS NOTED
OTHERWISE
.TYPICAL TRUSS END
ALL SPACING IS 24' 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 COMPONENTS AND/OR MISSING PIECES
HONORED.
NO BAOWARNING
A R N I N G
Or1TR1alAL iRM■K OSCitaN AROATi Pa■R/.1ENT MROR 1R a nor M IR 1
�rtY v M t■U54 ®a(DI. lE YNIIIIACIIIITE a wAear.Wla. PFIW19
AGvm P
ER2TIN tam Ai¢ cluaoNm ro au Ht(!F� IRSATraa
atOc9a aAONO Mal a Awn Imllm ro lMVIT A"I An0
OGRNwHI nwRc raxtmr,AN)Ma RUWwrrAtmn aRAVNc re rma®
M �W6A IiWfAIgS 9i6 $orAO ■OS tW� tL1ImrTARW ND
RLYa■�AIIaNS (11�-81) !ei fLRROA CfVYATIal
IWIS! 91A11 fi I(SQDID M A STUmIT NO fLAm P®Ra1. MIi ICI WATam
n AtWWID msGaY ro Tw .vo/� aorta amnia lllr eRNL IE eTAOn
AW s[v®a ne an■m® maa twsm awt ff Nwotm �tN
it/.laRAeE r:Vc oAao ORmrn ro vaErNr DWMA¢ a RNSaN1 ■aIARG
NOTE
IT IS THE RESPONSIBILITY OF THE ODUDING CESIONER OR
ARCHMCT TD PROVIDE AN APPROPRIATE CON ECTON FOR TRUSSES
TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS
EHGNEIIEIG. SPECIN. CONSIDEAAnaNs FOt YEaANICAL EQRPMTxr
AND/GR PLLIMBING (ANO nllt CONNECTIONS) IN 1RI155 SPALE
wsT E1E DUQRAINED BY BIIDDFR ON AT4ROVED 7R1155 LAYOUT
PHIOR TO FABRICATION.
THIS COMPANY IS A TRUSS MANUFACTURER WHOSE
RESPONSIBILITIES ARE LIMITED TO THOSE DESCRIBED N WDCA
1-192S '069ON RESPOND . ACCORDNCLY R OISO.ANS
R U
ANY RESPONS66nE5 ANO/OR AMITY FOR THE CONSTRUCTION
DESIGN, DRAWINGS. DOCUMENTS ■NO.UONG THE INSTALLATHON AND
BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY.
APPROVAL SIGNATURE
YOUR SIGNATURE WILL ACKNOWLEDGE.
1) AUTHORIZATION TO PRO® NTH FAHIGnON.
2) VERFiGTON OF ALL OOIFNSCRS AND COMMONS,
INCLUDING WALL HEIGHTS.. ROOF RICH. HEEL HEIGHT.
OY MANGS, CEUNGS. ETC
3) TRUSSES WILL BE MADE IN STIcr ACCORDANCE
WITH THIS TRUSS LAYOUT.
4) 1 HAVE READ AND LANDERSTANO ALL NOTES AND WARNINGS
ON DIGS PAGE AND AGREE ro BE BOUND BY THEN.
SIGNED
TITLE
DATE
REQUESTED TRUSS SHIPMENT DATE
( ACTUAL TRUSS SHE DATE IS BA3' D a aR WIRHT W1T£RY 4}EAAE )
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RANEY
COMPONENTS,
LLC
19990 Ind ependece Blvd.
GROVELAND FL 34736 RANEY
OFFICE 352-429-9429 ® CO PONEN
FAX' 352-429-7429
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