HomeMy WebLinkAboutTrussLAYOUT 1 OF 2=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that
should be read and given special attention to all
persons installing trusses.
SPACING NOTE
All trusses are to be set 2'-0" on
center except as noted.
MULTIPLE PLY TRUSSES MUST BE FASTENED
TOGETHER PER ENGINEERING BEFORE
SETTING. REFER TO ENGINEERING DRAWING
TO DETERMINE IF MULTIPLE PLY.
zDo not st nd on trusses until they are braced per BCSI & properly nailed to straps and hangers!!
NARRANGE, WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 41' - 46' IN LENGTH!!
HANGER SCHEDULE \ REPRESENTS A HANGER
USE HUS26 FOR 2X4, SUH46 FOR 4X2 XCEPT AS SHOWN
CARRIED
TRUSS
CARRYING
TRUSS
HANGER ID
FASTE ER FOR
CARRI TRUSS
FASTENER FOR
CARRYING TRUSS
GR5
GR3,GRF
SNP3
6- d
6-8d
GR6
GRA,GR5
"
REPRESENTS THE LEFT SIDE OF
EACH TRUSS DRAWING
UNSUPPORTED JACK CONNECTION DETAIL
MTS16 strap (or equal) over Top Chord and under Bottom Chord with 10d x 1.5"
nails: 7 nails in Carrier Jack: 7 in Hip Carrier
Double straps for 5' Jacks _
CARRIED JACK
HIP
PIGGYBACK DETAIL
MATERIAL & LABOR TO ATTACH PIGGYBACKS
IS THE RESPONSIBILITY OF THE BUILDER.
FAILURE TO ATTACH AS SHOWN CAN RESULT IN FAILURE OF
ROOF, INJURY, AND LOSS OF LIFE. FAILURE CAN OCCUR DURING
INSTALLATION OR LATER
PIGGYBACK Z x� CDX PLYWOOD GUSSET
Continous Lateral Bracing
BASE
TRUSS
24" MAX OC LATERAL BRACING
36" MAX OC GUSSETS
BuilderrTruss Installer to attach piggyback truss to base
truss with 8"XIV 012" Plywood Gusset C�2 maximum 36" on
center with (4) 8d common nails in bottom chord of Piggy
Back Truss and top chord of Base Truss. Gussets are on
'
both facestsides of trusses. Bottom chord of Piggy Back
Truss and top chord of Base Truss are braced a maximum
of 24" on center with 2x4 continous lateral bracing.
*Please refer to Standard Engineering package for gene I instuction on installing hangers `�
�p Apply lateral bracing as base trusses are set.
10d=0.148" x 3" 16d=0.162" x 1 /2" Trusses beginning "JU" and
\ � � � • other
unsupported this
should
SEAT PLATES Y CHAMBERS TRUSS beinstalled way.
56-04-00
43-08-00
7-00-00 12-08-00 33-08-00 10-00-00
30' Sp n or less
Spreeder BarLO
i
60 degreesAor less Ju I,
JU
J3
4s- -00
'o
Ta Ilne Tag line ��
P
rox 213 to u
9 v2 of Span. J5 ! j � J5P
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REFER TO BCSI REFER TO BCSI
Truss must be set this way if crane is used. Truss must be set this way if crane is used. J7
Truss is an example, your truss may not match. Truss is an example, your truss may not match.
Insist crane operator sets truss this way. Insist crane operator sets truss this way. 5-00-00 6-00 00
J7P ........ oo ...._ A
All load bearing walls, headers,
beams, & lintels must be In place
7P Al
{
at indicated height before trusses P
g _ _ I
A2
are installed.
�I
I J7 0 A3
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AIR HANDLER NOTE00
is layout, these trusses are not J7P
Unless noted elsewhere on this y o A4
for air handlers in the roof or for an other A/C
designedy
0
e uirements. This may be in conflict with building code and A/C
co 7P .... A5
q y 3 C ILI
Design requirements. Consult with Building Department and A/C
Contractor.
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-- PORCH
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j7r=�-H
�al
WARNING .
3/ 2 ILI
set b a rofeesional builder
The size of these trusses makes It necessary that they e y p
miliar with and experienced in the problems and dangers of setting large span trusses. 7
PO R H � _ A8
he builder and erector should consult with an engineer licensed in Florida specializing o
es. The engineer should be at M
wood roof trusses about the safe erection of these truss g --
the job site when trusses are erected to provide supervision and advice.
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J7
12
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fi,
5-00-00 I I 18- -00 12-04-00 0
J7P
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DENOTES PIGGY BACK 1- -00 o ODD SPACE AB
o AREA /
4-0 1:Z- - --
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18-00-00 -00-00 14-00-00
GR4 10- MV8 E 5-08 MV1
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CORNDERJACKS 0
ARE NOT BEVELED. _ .__U N MW2
SEE STANDARD
ENGINEERING. O z > J 4-00-00
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22-00-00'
11 o
it 5-00-00
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WALL HE
IGHT 8 5
o 0
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+ + ATTIC STORAGE
3 J3
WALL HEIGHT 9'-4'
� 5-08
11 U N i t20
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W w w C9 W w W C9 u- U- LL tL LL w LL :(� ' ; o O p
VOLUME CEILING
- - 37-0 00 28-10-00 27-02-00
18-00-00 75-08-00
93-08-00
r
IL
fa
T
in
i
�— 1l2 span
approx.
PLUMB CUT END
2X4 TOP CHORD
WALL HEIGHT 9'-4"
END DETAIL: TYPICAL
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
� 2-00-00 �
HIP CARRIER LOCATED AS DIMENSIONED ON LAYOUT
24" O.C. THRU
CORNER JACKS
ONLY 24" 1' 1-11t
CORNER DETAIL
OVERHANGS NOT SHOWN FOR CLARITY
Hatch Legend
FABRICATION AGREEMENT
TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED &RETURNED '
The undersigned acknowledges and agrees:
1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority for
determining successful fabrication of the trusses.
2. All dimensions in this layout have been verified by the undersigned.
3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery the
'undersigned agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers Truss
shall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option.
After 10 days of delivery remedy will be according to Florida statute 558.
4. The undersigned acknowledges receipt of "BCSI" summary sheet by TPI & WTCA.
5. Delivery is to job site. It is the buyer's responsibility to make the job site suitable for delivery. Chambers Truss has
the sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will
be responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Truss has
to redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is '
responsible to Chambers Truss for towing costs due to site conditions.
6. Price as shown in paragraph 7 below is subject to change if any changes are made in this Payout. A $50 per hour'
fee for revisions may be charged by Chambers Truss.
7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable price.
Invoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of'.
delivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss
seasonable attorneys fee for collections in event of payment not timely made. 1-1/2 °/d per month service charge will be
added for all sums not paid within terms.
8. Signature or initials anywhere on this sheet constitutes agreement to all terms herein.
9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees
payment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the
undersigned agrees to pay such indebtedness including attorneys fees, if default in payment for material be made by the
recipient.
10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to',
herein, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida.
' 11. Design responsibilities are per mNational Standard And Recommended Guidelines On Responsibilities For
Construction Using Metal Plate Connected Wood Trusses ANSIITPINVTCA 4 - 2002m
12. Warranty is per Chambers Truss Warranty attached. I
DATED '
(SIGNED
:FOR TITLE I'
I A spreader bar may be required per "BCSI" to prevent injury &damage. ;
Multiple ply trusses must be fastened together per engineering before they are I
set, failure to do so can result in roof collapse.
Temporary and permanent bracing are re uired and can save life
q ife and property
and is the responsibility of the truss erector. �I
Study the contents of the information packet included on delivery before
I setting trusses. '
Trusses must be set and braced per design to prevent injury & damage.
Trusses must be set plumb and square
Do not set bunks or stack of plywood, roofing material or any other
concentrated loads on trusses, this can cause collapse.
DO NOT INSTALL TRUSSES USING THIS
USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES
CHAMBERS TRUSS INC
tman: MAIL((UGF1AMt3tK5TRU55.COM '
MITEK VERSION 7.4.1.431
9
LOADINGlDESIGN CRITERIA REDUCIBLE
DESIGN CRITERIA
PER CODE SUCH AS SBC 1604.6.1
County
ST. LUCIE
Building Department
ST. LUCIE CO.
Wind Design Criteria
ASCE 7-16
Wind Design Method
MWFRS(Directional)/C-C
hybrid Wind ASCE 7-16
Roofing Material
Shingle or Shake
Loading in PSF
Roof R.D.L.
Floor
Top Chord Live
20
0
Top Chord Dead
7 4.2
0
Bottom Chord Live
*10-Non Conccurent
0
Bottom Chord Dead
10 3
0
Total Load
47 7.2
0
Duration Factor
1.25
0
Wind Speed
170mph
Top Chord C.B.
Sheathing by builder
Bottom Chord C.B.
Sheathing by builder
Highest Mean Height
16'
Building Type
Enclosed
Building Category
II: Non Restrictive
Exposure Category
>
C Open Terrain with scattered
obstructions
Miles from Ocean
5
Conforms to Florida Building Code
2020
R.D.L.=Restraining Dead Load
C.B.=Continuous Bracing
Verify DESIGN CRITERIA shown above with the
building department and your
engineer.
Design Criteria is the responsibility
of the
Building Desi ner and/or En inner
of Rec d
9 or
Chambers Truss Inc. Drawing Name: 77568
SCALE 1/ 4 V-011
223 total trusses, 74 unique designs
Designer: RAC Reviewed by:
Date:06/15/21
FOR
DON HINKLE CONSTRSUCTION
DESCRIPTION:
; CAUSLEY
Page 1 of 2 CUSTOMER INITIALS EACH PAGE
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