HomeMy WebLinkAboutTRUSS LAYOUT --
SAFETY - : , _ _ _ _ .. I'K��LS cAIV ADDRESSED BY CUTTING HIP VALLEYS IN HALF & FINDING CORRECT LOCATION. WPCARR�RLOCA�TE� ASOIEhEtJ91PNEIIIIN LAYOUT
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-- - ��, ,°. '�: �- �� � 1 C INSTALL, FABRICATION AGREEMENT
�. . �u �ti k rlif V/-ALLLEET � A�- E Utr IL
c TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED&RETURNED
" I
This symbol identifies Life Safety Warnings that {
+ trusses until the are braced per BCSI & properly nailed to straps and hangers ! 4 Thettndrsignedacknowledgesandagrees:
ul be read and iven s ecial attention to all Do not sta d on r sses Y p CORNOERJACK$ i i 1, Trusses will be made in strict accordance with this truss placemenE diagram layou#,which is the sole authority far;
S11O d g
perSDrtS installing trLl5Sf;S. C ' � ,y" ; " 2.All dimensions
successful fabrication of the trusses.
SPREADER BAR F 20' -� 28' N irll ��� ElIGINEVRLNCi %fir i 2.All mess rift n this layout have been verified d the to undersigned,
& ARRANGE WITH C�tt.AN EOPERATOR 1 N ADVANCE FOR A S n ! 3. Unless written notice c provided by certified Mail to chambers Truss within ten furnished
days of delivery the I
SPACING
� �� A�®�E 'undersigned agrees that no backcharges will be allowed. In the event such written notice is fumistted Chambers Truss;
!1 NOTE�� 'shall have three(3)business days in which to begin repairs required,or to substitute other trusses, at Chambers option.
All trusses are to be set 2-D on 'After 10 days of delivery remedy wilt be according to Florida statute 558. ;
centerretexcept be
Hated. j 4.The undersigned acknowledges receipt of'BCSJ'summary sheet by TPI &WTCX '
j i 5. Delivery is to job site. It is the buyer's responsibility to make the job site suitable for delivery. Chambers Truss has
ED the sole authority to determine the suitability of the job site or a portion of the job site for delivery.Chambers Truss wilt
MULTIPLE PLY TRUSSES MUST BE FASTEN be responsible for dump delivery only.The buyer is responsible for additional delivery expenses if Chambers Truss has
TOGETHER PER ENGINEERING BEFORE I ,#o ponsible because job siu is for
prepared for delivery o buyer is Hat prepared for dlivery of tnrsses. Buyer is;
55 00 DD ` CO D.C.��s responsible to Chambers Truss for towing costs due to site conditions.
i ONLY zs• ,.,r,6 l
31 0D-Do 24 00 00 6.price as shown in paragraph 7 below is subject to change if any changes are made in this layout. A$50 per hour=
SETTING. REFER TO ENGINEERING DRAWING
TO DETERMINE IF MULTIPLE PLY. I fee for revisions maybe charged by chambers Truss.
CORNER DETAIL j 7.This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable price,
f OVERHANGS NOT SHOWN FOR CLARITY Invoice wit
CL �; �; �; n a a a a a _. delivery it buyer acannot de on daccept deliivery and very ofaid thfabricatedin terms otruss s. The f not orl. e undersigned agrees to pay Invoice may be made at sChambers cheduled dTruss:
Lo I be
-, JU �.........._-._ .......... ...._........ .... .. .. .. ..---..___— .,_ ._ reasonable attorneys fee for collections In event of payment not timely made, 1-112% per month service charge will be
JU added for all sums not paid within terms,
i
�_ 7
ate of
n this sheet constitutes agreement to all terms herein. '
.: .::: ..::: .. �, ,.xl :r,: .: '... .�, ,: .,..." :;� ::: ,._. ... ..� :. _ .:-'.r Ji i Signature or initials i
J1 _ 9.Sn consideration
of Chambers Trussextending credit for this material the undersigned unconditionally guarantees!
i". �ayment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and ifle
a undersigned agrees to pay such indebtedness including attorneys fees,if default In payment For material be made by the
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J9 A c
DONT LIFT TRUSSES ieci0, In
WITH SPANS LORUSS THAN s ; 10. In the event of any litigation concerning ibis agreemen#, the items furnished hereunder or payments referred to
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c, herein, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida.
30'BY THE PEAK ��
CONSULT SCSI s I 9 GE�A 11. Design responsibilities are per mNational Standard And Recommended Guidelines On Responsibilities For°
Constnrc#ivn Usin Metal Plate Connected Wood Trusses ANSIiTPIMTCA 4-20021M
4 12.Warranty is per Chambers Truss Warranty attached.
30' Sp n or less
$ Spre er Bar `� A
f
60 degrees7-
Al DATED I
or less
- SIGNED
_ Az iu FOR TITLE
MHvc
f i
AV, a
P
-.•_ „2a an „---�, Tag,�,a .�-- pprox2nto--�-y J5 ri r a -v- A spreader bar may be required per 'SCSI" to prevent injury 8, damage.
112 of Span. J '
Teg tine ePiuox• -;ti: -,.a �
i
_. - _
_ -._... _. - _. ._.. �.- J5 ...�'._..._.__-......_ ....�........._..._ .._..�_.. 't J3 ' � ; Multiple ply trusses must be fastened together per engineering before they are
REFER To 8CS1 REFER To scar A
Truss must be set this way 9 crane Is used. Truss must be set this way R crane Is used, `�� i
- - Truss is ar,example,your truss may not match. c, set, failure to do so can result in roof collapse.
Truss Is an example,your truss may not match, i
Insist crane operator sets truss this way. J5 .��
Insist crane operator sets suss this way_ " J5 9 04-00 W.
j Temporary and permanent bracing are required and can save life and property
:: va
and is the responsibility of the truss erector.
All load bearing wars, headers, J5 J5
Study the contents of the information packet included an delivery before.
beams, & lintels must be In place
t setting trusses.
at indicated height before trusses J5
.Trusses must be set and braced per design to prevent injury & damage.
are Installed. �� J5
I Trusses must be set plumb and square
v SQUARE CUT END l
2X4 TOP CHORD 12 Do not set bunks or stack of plywood, roofing material or any other
AIR HANDIER NOTE WALL HEIGHT s4-n'° ;
. i � concentrated loads on trusses, this can cause collapse. '
END DETAIL: VAULT
Unless noted elsewhere on this layout, these trusses are not
_:
DO NOT INSTALL. TRUSSES USING THIS i
designed for air handlers in the roof or for any other A/C J5
"s Qfl-O 7-Q8 40 3 4- 0 18-04-00 w: J5
' In conflict with building code and A/C
USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES
requirements. This may be 9 J5 -_..................
Design requirements. Consult with Building Department and A/C 1_
i
CHAMBERS 'TRUSS INC
Contractor. r` i
5-00-00 J5 4-03X - 12
5-00-00 tow
WARNINu M / 2-00 DD I ..
l q 4
The size of these trusses makes it necessary that they a set by a professional builder —
n dangers of settin fares an trusses. C5
a and 9 P
familiar with and experienced in the problemsg g p l can er venue
The builder and erector should consult with an engineer licensed in Florida specializing Js port Pierce, Florida 34982.6423 I
f these trusses. The engineer should be at J5 a
in wood roof trusses about the safe erection a 9 i
the job site when trusses are erected to provide supervision and advice. 800.551.5932
1 J5 i
J5 Fore Pierce 772.465.2012 Fax 772.465.8711
REPRESENTS THE LEFT SIDE OF i
- - DRAWING 1 Vero Beach Site
-286.3302
EACH TRUSS DRAW , J5
J5 Email; MAIL@CHAMBERSTRUSS.COM
- t' J3
J3
PLATES B`� CHAMBERS TRUSS = J�
EAT -
S J E �.- . . _ -
-r. .:2 w. ...... -.J ..,T r err x .:... ... .... .. .: . _.. .. «�... h,
.
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REPRESENTS A HANGER JU
HANGER SCHEDULE
USE HUS26 FOR 2X4,SUH46 FOR 4X2 EXCEPT AS SHOWN
CARRIED CARRYING HANGER ID FASTENER FOR FASTENER FOR
CARRIED TRUSS CARRYING TRUSS
TRUSSTRUSS TM V ASi N7 —_..--.._........___..,-_. .._.... _ _.�....__..._..-._. _...-.._ .— _._.._ .—..._—._-.—
,; IetE •
PER CODE SUCH AS SEC I6R4.8 t C
DESIGN CRITERIA
County ST.LUCIE
Building Department ST. LUCIE COUNTY
SQUARE CUT END 2 Wind Design Criteria ASCE 7-16
2X4 TOP CHORD r Wind Design Method MWFRS(Directional)/C-C hybrid Wind ASCE 7-16
o Roofing Material Shingle or Shake 1
® Q ALL HEIGHT VARIES Loading in PSF Root R.D.L.. Floor j
*Please refer to Standard Engineering package for general Instuction on Installing hangers ".. END DETAIL: TYPICAL
iOd=D.tA$"x 3" 16d=0.162"x 3 1r<2" 9 � Top Chord Live 20 0
i Top Chord Dead 15 4.2 0
Bottom Chord Live -10-Non Conccurent 0
Bottom Chord Dead 10 3 0
' Total Load 55 7.2 0
Durafion Factor 1.25 0
Wind Speed 170mph
'top Chord C.B. Sheathing by builder
Bottom Chord C.13. Sheathing by builder
4-0 sIdentgMype Height inclosed
N 2-��-0� Building Category It:Non Restrictive
Exposure Category C>Open Terrain with scattered obstructions
i Miles from Ocean 5
Hatch Legend Conforms to Florida Building Code 2020
R.D.L.=Restraining peal Load C.Br=Continuous Bracing
VIA
VOLUME
. � - r-�.• �. ,�INDICATES
Verify DESIGN CRITERIA shown above with the I
CEILING building department and your engineer.
} Design Criteria is the responsibility of the
LOAD 18-ao oa :. Building Designer and/or Engines D Record
BEARING �7-oo-nci
20-00-00 a ndl r f R co d
AT 8 off 1 Chambers Truss Inc. Drawing Name: 77610
LOAD REVIEWED BY:
. .. . . ' SCALE: .1 14"__-= 1 '_Qt, .
i
BEARING
AT PAUL wEIrCH INC. 115 total trusses, 36 unique designs
nnECH-ELECT-CIVIL ENS. Designer: RLC Reviewed by: RLC ;
1984 BILTMORE ST. #114
PORT SAINT LUCIE,FL 34984 ; Date; 0fii29121 REVISED 06/30/21
PAUL WrLCH P.E. _ C
- _ NOTES ':
FLA REG tvO.29945 � FOR ,
Digitally signed byZr�Ihzwr ASTYLE HOMES INC. I
ARE BY OTHERS . a u lchA,I,.,.�,.,,, � EAllllPaul I We � DESCRIPTION:
TRADE
AS . ;� Q Date: 2022.01 .1 9 Page 1 of 1 CUSTOMER INITIALS EACH PAGE
BUILDER T NDER FRAME C � AX � a {
14:13:1 6 -05 00 77610
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