HomeMy WebLinkAboutTYPICAL TRUSS END0
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Stair Well
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21'4' 1 17'4'
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st, Ludik ONO
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B REVIEWED 0 REVIEWED AS NOTED
❑ REVISE & RESUBMIT 0 REJECTED/ RESUBMIT
0 NOT REVIEWED ❑ FOR YOUR INFORMATION
Submittals are reviewed for conformance with design intent
and general compliance With the Contract Ooeameats only.
Nefatiees Oo Not Aetherize Chaoges to Ceatract Sum.
Reviews. Comments and/or corrections does not relieve the
Cuttractor troll compliance With the Contract OeI The
Contractor is responsible for confirming nag correlating all
Inantities, dimensions, taleranees, Clearances, fabrication
r
compatibility of materiels and materials CwrQiaation of their
I---7' iW other trades and. sakiatraebrs, performance of
Work i a safe aN satisfactory moaner aa1 foe compliance
the Contract OeNln W, /1 I!
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i^• UNIrvin LESS NOTED 'OTHER WISE
ALL HANGERS ARE USP 'HUS28'.
OA HUS26 �8.—a" ELEV.
OB MSH-422 8'—B" Int Brg
® 1B•-1 7/8- ELEV.
RODF TRUSS DESCH CRITERIA FLOOR MUM DESIGN CPoT-Eg
TCLL 20 P.s.f. LOLL
T.C.D.L 7 p:, .r. T.CD.L 40 P.,
,D
B.C.D.L 10D.s.l.
.I.37 D.sf. TOTAL
DURATION FACTOR L25 DURATION FACTOR 55 p.sf.
1.00
WIND STANDARD ASCE 7-10 FLDDR TRUSS MAY
MWD SPEED160 mD•h 2' BE ADJU;
FOR PLUMBING IF NES,
BUILDING E1PDSM C FLOOR TRUSS UNLESS TYPE ar LOOR UNLESS SPACING
APPROVED TRUSS ANCHOR BY BUILDER NOTED
MINIMUM TOP AND BOTTOM CHORDS
PLUMB CUT OVERHANG
i Varies
Z 1 8"
BRG.
UNLESS NOTED
OTHERWISE
TYPICAL TRUSS END
ALL SPACING IS W 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 BACKCHAROES WILL BE HONORED.
WARNING
IANYENiRYlAL C- /ORP°n'"""IT "ACU.OR s xor ,,,E x�,_
sDM r R HE ,FLOSS
ERC n 1 TrsussTs ARE 6nT1IDNE0 To smc PROfFSL TRuss FADPoGTOR PORsms
v Ecnm RRAaxc RIwI rs "' RDIURED m PRE a r TIO'm ROcrnmxc
oDMaaac oIMNc EREcnaN Axe PETaIAxmr a+ADxc nun wr DE REOIIWED
N svETSTc APPuunoxs sE'eRArnc El000 mussEs C01wmrARr Iwo mmLlmaAnoxs' (e s-DI) FOR RMIERR wraxMAnoN
rs�,vvum �rn.r m T�oP A mA smMart Ax0 Pw�m POsnON nuI¢ x0 slunwD /m soma mOROS, TI¢T• sxAU. As svEaETED m THE DlaxErnm DEM m DAM DE BRA®
s+ALL L� HANDITD nnI
REAsmAmE GN¢ ouRNc EnEcnm To PREVERr oAMADE m PEnsmAL N,uRr.
iO NOTE
IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER ORRCHI
ATECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES
CTUIEN NEERSUPPING SPE AL GONE'ERATID C',OOR M 2" ON TRUSS
AND/DR PWMBINC (AN0 THEIR CONNECTIONS) IN TRUSS EQUIPMENT
MUST BE DIAGRAMMED BY BUILDER ON APPROVEp TRUSS DACE
PRIOR TO FABRICATION, LAYOUT
THIS COMPANY IS A TRUSS MANUFACTURER WHOSE
RESPONSIBRUTIES ARE UMITED TO THOSE DESCWBEp IN WliCq ANY RESPONSIBILITIES 'DESIGN RESPONSIBILITIES'. ACCORDINGLY, IT DISCLAIMS
ANY .DRAWNMD AND/OR LIABILITY FOR THE CONSTRUCTION
DESIGN, DRAWING$ DOCUNENTS INCWDINC THE INS7ALLATON AND
BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY,
APPROVAL SIGNATURE
YOUR SIGNATURE WUL ACKNOWLEDGE
1) AUTHORIZATION TO PROCEED WON FABRICATION.
2) VERIFICATION OF ALL DIMENSIONS AND CONDITIONS,
OVERN INCLUDING WALL HEIGHTS, ROOF PITCH, HEEL HEIGHT,
OYERHANGS, CEIUNM ETC..
31
TRUSSES WILL BE MADE IN STRICT ACCORDANCE
WITH THIS TRUSS LAYOUT.
4) 1 HAVE READ AND UNDERSTAND ALL NOTES AND WARNINGS
ON THIS PACE AND AGREE TO BE BOUND BY THEM.
SIGNED
TITLE
DATE
REQUESTED TRU55 SHIPMENT DATE
! ACTUAL TRUSS SHIP nAiF ie P- .... .. �.. _.
Lrm
RANEY
COMPONENTS
LLC
34735
,490429 ® C
31-
� Horton
i 6161 Creekside
RICO
E32-4EGB Galen "H"
1 , onG
Stair Well
M*
G
8
4
7'11'10
r
Eel
4BJ3
L
4BJ1
21'4' 17'4'
---- ---- 9GT.0.
HANGER SCHEDULE
TRUSS BEawNG HEIGHT SCHEDULE
• UHIFSS NOW OTHERWISE
AlHANGERS ARE USP 9IUS29'.
li 8'-8" ELEV_
L�
OHU526
® 8'-B' Int Brg
BQ MSL-4u
® 18'-1 7/8' 0".
ROD• TRMSg pp>I CRIfptlA
T.CLL 20 p.af.
nDDR TRIss Ilmd tld4RA
TOLL 40 p.af.
T.CD.L 7 pal.
TCDL 10 p.af.
B.C.D.L. 10 p.af.
B.C.D.L. 5 pAf.
TOTAL 37 p.af.
TOTAL 55 pat
DURABON FACTOR 1.25
DURAFION FACTOR 1.00
WM STANDARD ASCE 7-10
FLOOR TRUSS MAY HEADJUSTED
vw STM 160 mph
2" FOR PLUMBING IF NESSARY
BUADING EJO'OM C
fAIEDwC TYPE awn
FLOOR TRUSS SPACING
2'-0' UNLESS NOTED
APPROVED TRUSS ANCHOR BY BUILDER
2X MINIMUM TOP AND BOTTOM CHORDS
PLUMB CUT OVERHANG
12
Varies �
3
HEEL
` $n
3- 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 N07IFlED WITHIN 10 DAYS OF SHIPMENT OF
ANY BROKEN COMPONENTS AND/OR MISSING PIECES
NO BACXCHARGES WILL BE HONORED.
WARNING
WMb(GOlia IRMMNI0. HIRGDON "/W PEIANNRNT FRAGID R Nm 11E REESPeuti
9RAIr! II IK lMli4 CC9@lpt. BIAS MNAIACN4Ot. OA IR161AtWDA1D0. PrRS9NS
islls9 .11 GVEQ,m TD = EA069R1AL AD1Vi RCaI®Dq
ERB:" BRAOND RFgI s AUTAYS REMIRED TO na1fHT T(DWAMI N0
MRIEW OW✓810 DRCDR{ NO FVWNmn
6RAaNc MCOI WY i RpA®
N SPESi1D AP,LGRb4 YE l u-c AODD 1wt1S5},5 CaNENQRE AND
RrM11p®ADpB' 0—IQ RR F-INIR Ntl .A
1RssB BWL p[ wSTAUSD N A S1PNa1r ND fE1R2 PD.RpI. ■md RD 9[AlIDNO
s APwlm IWSL1L11D EDP AAD/Oi Bm1o1 a1DRDa TI¢r suu ff BR1®
AT�a1Ri RDiOWvp lAtG 9WL F[N&lN WN
U5011RgE TD GY2 ouRxD BRi'IIDI MflR DAYAQ aR PFASVlAL wERY.
NOTE
IT Is THE RESP S[SIL17Y OF THE BUDDING DESIGNEE OR
ARG(IEC7 TO PROVIDE AN APPROPRIATE CONNECININ FOR —
IN
FOR CON90 AAnONSn� MECHANICAL�EQUIPMENT
AND/OR FLUM9NG (ANC TFOXT CONNECBONS IN TRUSS SPACE
BE BY BUBDER
FApGMNEp W APPR�VED TRUSS LAYOUT
PRIG
PRIOR lb FABRICATION.
7195 COMPANY IS A TRUSS MANtIFACNi✓ER RESPONy1�UTESS ARE LWIlEO TD THOSE G.M.CMW WIG
N WI
-A NS
1-1995 'DESIGN RESPONS®/ELIDES'. ACCOROIN0.T, R
UOTM
DµE9YfN DRO'._ _ ITIESoaNkN�TS w N T11E R6TALLAn�OIJ
BRACwC OF TRUSSES MANUFACTURED BY THIS COMPANY.
APPROVAL SIGNATURE
YOUR SIONATURE WILL ACX NOM •M•
1) AUIHORIZA71ON TO PROCEED WITH FABMCA71M
2) VMCAYION OF ALL DIMENSIONS AND CM IBONS
INCLUDING WALL HOMES. ROOF PITCH, HEFT HEIGHT.
OVERHANGS, cauns. ETC.
3) TRUSSES WILL BE MADE IN STRICT ACCORDANCE
WITH THIS TRUSS LAYOUT.
4) 1 HAVE READ AND UNDERSTAND ALL NOTES AND WARNINGS
ON THIS PAGE AND AGREE TO BE BOUND BY DIEM.
SIGNED
TITLE
DATE
REWESIED TRUSS SHIPMENT DATE
( ACTUAL TRUSS SIP DATE IS BASED ON OM GURREDir DETINRT Saloum )
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RANEY
COMPONENTS,
LLC
19990_Indepmdece Blvd. <
-GROVELAN(YFl=�_- R NEY
OFFICE: 352-429-9429
_
FAX: 352-429-7429
E-MAIL' TrussPIcnt6raneyC=pOnmts.oDm
DR -Horton
0i -61 Creekside
RE
-4EGB Galen "H" OL
s 4-0 9- 018 1GLM