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TRUSS ID
BEARING
►o ems)
TRUSS ACTUAL
UPUFr(GROUPED,
WORST CASE)
SIMPSON
CONNECrOR(S)
CONNECTORS)
UPLBTT DESIGN
FASTENERS
A-6
EACH
926#
(1) MTS 16
1000#
SM10d
C
3 2
159#
(1) MTS 16
1000#
14.10d
3 & 4
1126#
(2) MTS 16
2o00#
14-10d
GEA
"O.C.
324#
(1) UTS 16
1000#
1410d
SGEA
FACN
926#
(1)MTS16
10000
14-10d
SGEB
1 & 2
BRG
157#
(1) MT516
loco#
14•Sad
3 & 4
BRG
#1i23
(2) MTS 16
200"
14-10d
KING LACK
1 6RG
743#
(1) NITS 16
1000#
14-IOd
2 6R6
_
691#
awn16
1000#
1410d
NIPIACXS
i 6RG
157#
(1)MTS 16
MOW2410d
BRG
NAILEDPER
_____..._....._._ •.•..•...r...... naanv.u,wwurw.i.nnmocrt�irtuv,iunx nwa,RUytNGINttRING
DATED 5jgV2016. ALL LOADS REPRESENT WORST CAS LOADING FOR GROUPED CATEGORIES. SEE MANUFACTURER'S
TRUSS LAYOUT FOR TRUSS ID AND STRAPPING PLACEMENT.
STRUCTURAL NOTES:
1. STRUCTURAL LUMBER TO BE HEM -FIR #2 GRADE OR BETTER WITH 1000 P.S.I. MIN. FIBER STRESS VALUE.
2. CONCRETE SLABS AND FOOTINGS TO BE 2500 P.S.I. MIN.
3. REINFORCING STEEL SHALL BE GRADE 60 OR BETTER WITH 30" MIN. LAP.
4. CONCRETE COVER OVER REINFORCING STEEL:
FOOTINGS 3"
S. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND
COMPACTED TO A MINIMUM OF 950A MODIFIED PROCTOR DENSIITY.
6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESI ED & SELECTED TO
WITHSTAND WIND FORCES OF THE FLORIDA BUILDING C Zel 1.ED1 f10N PER
WIND LOAD COMPLAINCE.
7. WINDOW rA DOOR ASSEMBLY COMPONENTS TO BE CERTIFIED BY
MANUFACTURER FOR WIND FORCES OF THE FLORIDA BUILDING CO 1
EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES.
8 FOR METHOD OF ATTACHMENT FOR DOORS & WINDOWS, SEE PRODUCT REVIEW AFFIDAVIT.
NOTE: ALL SIMPSON STRONG TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A
MINIMUM 2-MAX COATING OR BETTER.
3z' OIL
I. DESIGN CODE: Florida 41 V nl Ff code 20.17 Edition w/20TsuPplements using ASCE 7-10
2, Structure Design Is: Enclosed par `
3. Risk Category: a ---Open Building
g �' —I �U III —IV Exposure Category: xB `C _ D Adjustment coefficient 118
4. Design Wind Velocity mph -- ASD _ LRFD End Zone Width *4 ft
S. Mean Roof Height:�ft. Roof Pitch:Jr:T2 Parapet_ft.
6. Components & Cladding Design pressure used: (PSF based on Actual sq. ft. @ MRH(worst case))
Zone 1: -P.$ Zone 2: - 93.) Zone 3! - `{Zone 4 -11el Zone 5: - KGarage:�R
7. Design Loads: Floor.'1L PSF Roof/Dead.JLPSF Roof /Live 36 PSF Balcony: _PSF
Dock: _PSF Deck: PSF Stairs: PSF Fence: PSF Railing:F
8, Were Shear Walls Considered for Structure?-C Yes_ Not applicable Explain Why Not:
9, Is A Continuous Load Path provided? �C Yes_ Not applicable Explain Why Not:
10. Design Soil Bearing Pressure:2000 pSF
DRYWALL SHALL CONFORM WrM SECTION R'70211 OF 7*16 FLORIDA HUILDINO
RESIDENTIAL CODE,
CM("C TILE IN TUB / SHOWER, COMPARTMENT$ SHALL CONFORM WITH SECTION
R702.4 OF THE FLORIDA 8I[,M ]NG RESIDENTIAL CODE,
WALL AND CEILING FINISH,, SHALL HAVE AFLAME BPRBAD CLASMCATTON OF NOT
GREATER THAN 200 AND A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450.
ATTIC INSULATION SHALL HAVE A CRrMAL RADIANT FLUX NOT LESS THAN 0.12 WATT
PER SQUARE CENTIMETER. WITT1 A FLAME SPREAD NOT EXCEEDING 25 WITH AN
ACCOMPANYING SMOKE DEVELOPED INDEX NOT EXCEEDING 450.
FOAM BLOCK INSULATION SHALL HAVE A FLAME SPREAD OF NOT Mpg, THAN 75 AND
SMOKE 'DEVELOPED INDEX OFNOT MORE THAN 450.
TABLE R301.2(i)
Ica
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BOWDOIN G HUM"SON P.E.
806 DELAWARE AVE.
FT. PIERCE, FLORIDA 34950��..
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ROOF SHEATHING NAILING ZONE INN,
ZONE PI REMAINING AREA W/8d RING SHANK @ 6" O.0 PERIMETER & 6" O.C. FIELD.
ZONE P2 V X LENGTH W/8d RING SHANK @ 4" O.0 PERIMETER & 6" O.C. FIELD,
ZONE P3 5' X 5' @ HIP AND 5' X LENGTH @ GABLE ENDS W/8d RING SHANK @ 4" O.0 PERIMETER & 4" O.C. FIELD -
NOTES:
14/32" COX PLYWOOD SHEATHING
25' - 0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10 d RINGSHANK NAILS.
UNDERLAYMENT FELT SHALL BE PEEL & STICK OR 30# FELT COMPLYING W/ ASTM-0226.
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BOWDOIN G. HUTCHINSO�. ti
Na oa-ra
806 DELAWARE AVE. _
0
FT. PIERCE, FLORIDA 3495(E 4 .
P.E. # 70878
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FOUNDATION SCHEDULE
FOUNDATION DESIGN IS BASED UPON A MINIMUM SOIL BEARING
OF 2000 PSF.
F-I 12" WIDE X 12" DEEP X 7'-0" LONG MONOLITHIC FOOTING WITH
I # 5 BARS CONTINUOUS.
F-2 2'-0" SQUARE X 1 `-6" DEEP POURED CONCRETE
FOOTING WITH # 5 BARS @ 6" O.C. EA. WAY
BOTTOM.
F-3 2'-8" SQUARE X 1`-6" DEEP POURED CONCRETE
FOOTING WITH # 5 BARS @ 6" O.C. EA. WAY
BOTTOM.
F4 2`-6" WIDE X 2`-aDEEP X 32'-4" LONG POURED
CONCRETE FOOTING WITH 3 ROWS OF # 5 BARS @
8" O.C. CONTINUOUS AND # 5 TRANSVERSE BARS @
t/4 24" O.C.
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BENCHMARK ENGINEERING �
DOWDOIN Q HUTCHINSUN �p �L
806 DELAWARE AVE. ����i/// sst oa \������
FT. PIERCE, FLORIDA 34950
P.E. # 70878
Michael J Seal
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PRODUCT
OPENING
MODEL#
APPROVAL
GLASS
ATTACHMENT METHOD
DESIGN
If
TYPE
PRESSURES
;PRESSUTRES
(WORST CASE)
DOOR
ZONE 4-47.9
MNTCWRSSTEEL
FLp
IML'ACT
#12 SMSLe 17"MAX. OC. ANDi-1/4^MIN.
DOOR
ZONE -07.9
WOOD EDGE
12769.R6
EMBEDMENT AND I" MIN. EDGE DISTANCE
-50WEATHERSTOPPER
FL#
IMPACT
#12 SMS @ 8" MAX. O.G AND Id/4"MIN.
SERIES 5800 MODEL
14998.8
EMBEDMENT AND 2" MIN. EDGE DISTANCE
5802 SLIDING DOOR
ROOF
ZONE 1.38.2
-71.0
UNION
26 GA.SVPANEL
FUt
N/A
lI30.152" LONGWOOD SCREWSW/WASHERS,@
ZONE 2-53.9
ZONE 3-101A
CORRUGATING
20484.1-R1
INTERIOR MAX. 24" O.C. ACROSS PANEL WIDTH
COMP.
THROUGH PANEL RIB, AT PANEL ENDS 6"MAX. ACROSS
UNDERLAYMENT
ZONE 1-38.2
-150
TRI-BUILT
ROOF
PANEL WIDTH THROUGH PANEL FLAT AND RIB
ZONE - 3 2 5
FL#
N/A
MECHANICALLYATTACHED WITH NAILS AND TIN CAPS
.9
ZONE 3 -101.4
MATERIALS GROUP
UNDERIAYMENTS
16098-R6
SPACED 6" D.C. AT THE 4" LAPS & 6" O.C. IN THREE
EQUALLY SPACED ROWS IN THE CENTER OF THE SHEET
THE SEAL HEREON
IS PROVIDED ONLY TO
INDICATE OUR REVIEW
AND APPa(llmi cnv
cno vonn+v-Te „"r"^
uc
.-,........_ �..�:.__
_ _
(SELF -ADHERED)
_ ___ __ -
PhuouCIS AND METHODS OF
ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IMPLIES NOWARRANTYOR GUARANTEE BY
THIS OFFICE FOR THESE PRODUCTS.
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NOTES: j�•�''1./ trZ" oer l.�t��
CARGO CONTAINERS ARE TO BE WELDED TOGETHER CLC,'S tA. Tito Mrc-
WTTII CONTINUOUS '/4'" WELD. t"{ a Tb 8 E FLCPl� Ea7
ALL WELDS SHALT. BE'/4" FILLET WELDS UNLESS
OTHERWISE NOTED F°L)eeTr� hCrAC-gMENT
# !0 1 x t+EAp Sce>=wS
ALL WELDS SHALL BE DONE BY A CERTIFIED WELDER
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ENGINEER CERTIFICATION NOTE:*1 t
$ENCHMARK ENGINEERING _- m • p878 0Lt
THIS STRUCTURE ONCE MODIFIED IN ACCORDANCE WITH PERMIT Q MARK
G HUTCHINSON P.E * '' ATE F m
APPROVED PLAMN AND DETAILS MEETS THE REQUIREMENTS OF THE 20 i� �
806 DELAWARE AVE. /%�a
FLORIDA BUILDING CODE. FT. PIERCE, FLORIDA 34950 //'�i� S ON OF GoTi`►
P.E. # 70878
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ELECTRICAL LEGEND
SINGLE POLE SWITCH
3 THREE WAX SWITCH
DUPLEX CONVENIENCE OUTLET
220V OUTLET
MOTOR OUTLET
WALL MOUNT LTG. FIXTURE
GROUND FAULT PROTECTION
r PHONE OUTLET
T' J.B. FOR FAN/LIGHT COMBO
f` CABLE TELEVISION OUTLET
WP WEATHER PROOF
RECESSED FIXTURE
CEILING MOUNT FIXTURE
SMOKE DETECTORS /dAzse - 1°"""''"
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4 ;711 CHIMES
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ELECTRICAL LOAD CALC ULATION
1280 S.F. LIVING @ 3 VA
3840VA
1840 S.F. GARAGE / CARPC)RT @ L5 VA
2760 VA
(2) 20 AMP APPLIANCE CIRCUITS
3000VA
RANGE
12000VA
REFRIGERATOR
1200VA
LAUNDRY
1500VA
DRYER
5000VA
WATER HEATER
4500VA
WELL
4500VA
MISC.
------
TOTAL
41300VA
FIRST 10000 VA @ 100% 10000VA
REMAINDER @ 40% 12520VA
A/C HEAT 0, 100% 12000VA
TOTAL 34520VA
34520VA = 144 AMPS
240
USE 200 AMP SERVICE
PROVIDE ARC FAULT PROTECTION AND TAMPER -
PROOF RECEPTACLES.
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BOWDOIN C:.HU CffiNS '
806 DELAWARE AVE.
FT. PIERCE, FLORIDA 34950
P.E. # 70878
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®=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERIN
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
A& IF MULTIPLE PLY. A&
5PAGING NOTE
ALL TRUSSES ARE TO BE SET
AT 2'—O: ON CENTER
EXCEPT AS NOTED
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
INDICATES LOAD BEARING
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 9'-4"
ABOVE FINISHED FLOOR
dILIN'1d A
'744' 17
3/4" OFF -SET
FOR PLYWOOD
3/4" OFF -SET
FOR PLYWOOD
ARRANGE WITH CRANE OPERATOR IN ADVANCE
FOR A SPREADER
BAR OF
23' - 31' IN LENGTH
Do
not
stand
On
trusses until
the are
braced
or
BCSI
& m erl
nailed
to
ctrn
s &
hnn ers
Y
P
V
P Y
V 9
METAL
ROOFS
SHOW
IMPERFECTIONS.
SPECIAL
INSTALLATION
CARE
MUST
BE
TAKEN
AI FR HAIV F7:>1 EFR NOTE
UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES
ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR
ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT
WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS.
CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR.
upset=1/4" heel=315/16"
SQUARE CUT END
2 x 4 Top Chord
WALL HEIGHT 9'4'
TYPICAL END DETAIL
For Truss to Truss
Connections see
hanger/connector
schedule in engineering
package.
3/4" OFF -SET
FOR PLYWOOD
3/4" C
FOR PLrVVwU
Carrying Girder
Nails must be as
shown. Guide tabs of
Dome angle nails.
Truss
30' Span or less A&
60 degrees
or less
4 1/2 p
Tag Line span approx.
REFER TO BCSI
Truss must be set this way if crane used.
Truss is an example. your truss may not match.
Insist crone operator sets truss this way.
30' to 60' Span
Spreader Bar
I.
g r_Approx 2/3 tom
Line 1/2 of Soon
REFER TO BCSI
iss must be set this way if crane used.
This is an example, truss may not match.
Insist crane operator sets truss this way.
All load bearing walls, headers,
beams & lintels must be in place
at indicated height before trusses
AL are installed. A
APPROVED ❑ APPROVED AS NOTED
(]REVISE AND RESUBMIT ❑ REJECTED
Architectonic Iric,
Fort Pierce, FL 34950
FABRICATION, AGREEMENT
1SSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED
legal description of the property where the trusses will be installed is:
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 even
such written notice is furnished Chambers Truss shall have three (3) business days in whirl
to begin repairs required, or to substitute other trusses, at Chambers option.
4. The undersigned acknowledges receipt of "BCSI 1-03" summary sheet by TPI & WTCA.
5. Delivery is to job site, It is the buyer's responsibility to make the job site suitable fo
delivery. Chambers Truss has the sole authority to determine the suitability of the job site or 1
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 redelive
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 it
this layout. 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 n(
agreement a reasonable price. Invoice will be made on delivery and paid within terms of he
on delivery. Invoice may be made at scheduled date of delivery If buyer cannot accep
delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss reasonable
attorneys fee for collections in event of,payment not timely made. 1-112 Ojo 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 undersign(
unconditionally guarantees payment when due of any and all indebtedness owed tc
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 (he Items furnished'hereundel
or payments referred to herein, the parties agree that the sole a fo�`any W�,h action wit
be Saint Lucie County, Florida.
11. Design responsibilities are per ""National Standard And Recommended Guidelines On
Responsibilities For Construction Using Metal Plate Connected Wood Trusses.
ANSIfrPIANTCA 4 - 2002"
DATED
SIGNED .....
FOR TITLE
Aspreader bar maybe required per'BCSI I-U'to prevent i jury & damage
Multiple ply trusses must be fastened together per engineering
before they are set, failure to do so can result in of collapse.
Temporary and permanent bracing are required and can save life
and property and is the responsibility of the truss erector.
Study the contents of the Information packet included on delivery
before 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 SET TRUSSES USING THIS LAYOUT
USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES
CHAMBERS TRUSS INC
AND
TION
AND' 3105 Oleander A onue
i AN
Fort Pierce, Florida 34982-6423
800451-5 32Y
Fort Pierce 772-465-2012 Fax 772-�
Vero Beach 772-569-2012 Stuart,, "'"172-4
Web Site: CHAMBERSTRUSS:COM
90.5/92.6
— - ----' —---'----- ----''- - ---
LOADINGIDESIGN CRITERIA REDUCIBLE
DESIGN CRITERIA
PER CODE SUCH AS SEC 604.6.1
County
SAINT LUCIE
Building Department
City of Fort Pierce
Wind Design Criteria
ASCE 7-2010
Wind Design Method
MWFRS/C-C hybrid Wind ASCE 7-10
Roofing Material
Metal Roof
Loading in PSF
Roof R.D.L.
Top Chord Live
20
Top Chord Dead
7 4.2
Bottom Chord Live
10 Non -Concurrent
ottom Chord Dead
10 3
TOTAL Load
37 7.2
Duration Factor
1.25
Wind Speed
170mph
Top Chord C.B.
Sheeting by builder.
Bottom Chord C.B.
Sheeting by builder.
Highest Mean Height
16-0"
Building Type
ENCLOSED
Building Category
II:Non Restrictive
Exposure Category
C:COASTAL
Barrier Island
No
Conforms to FBC 2017
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
Building Designer and/or Engineer of Record.
Chambers Truss Inc. Drawing Name: 735nAVIEWED FOF�
Scale: 1 /4 = 1' .. �VIEw
50 total trusses, 7 different trusses. CODE COMPLIANCE
MI 4: BLW ACAD: BLW Reviewed BS LUCIE COUNT
Date:05/24/16 Revised:03/18/19 BOCC
FOR
BEN GOTTI
DESCRIPTION: cO,py
GOTTI RESIDENCE
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE
73504
1
7 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT
FABRICATION, AGREEMENT
2USSES CANNOT BE STARTED UNTIL THIS AGREEMENT lc clt:Nrn it aorl lour,
A=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
MULTIPLE PLY TRUSSES MUST BE
'ASTENED TOGETHER PER ENGINEERIN(
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
A IF MULTIPLE PLY.
5PAGING NOTE
ALL TRUSSES ARE TO BE SET
AT 2.-0: ON CENTER
EXGEPT AS NOTED
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
INDICATES LOAD BEARING
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 9'-4"
ABOVE FINISHED FLOOR
dILII46 A
�44' 0
3/4" OFF -SET
FOR PLYWOOD
3/4" OFF -SET
FOR PLYWOOD
A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 23' - 31' IN LENGTH
Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers
METAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN
AI IR HAIll Ill Ill Ill Ill "OTIE=
UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES
ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR
ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT
WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS.
CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR.
�—X
upset=1/4" heel=315/16"
SQUARE CUT END
2 x 4 Top Chord
WALL HEIGHT 9'-4"
TYPICAL END DETAIL
For Truss to Truss
Connections see
hanger/connector
schedule in engineering
package.
3/4" OFF -SET
FOR PLYWOOD
3/4" C
FOR PLYVVUUU
Carrying Girder
Nails must be as
shown. Guide tabs a
Dome angle nails.
Truss
30' Span* less A
30 degrees
or less
4 1 /2 01
T)a Line span approx.
Truss must be set this way if crone used.
Truss is on example, your truss may not match.
Insist crane operator sets truss this way.
30' to 60' Span
Spreader Bar
I.
f_Spa,
to
Line
1/2 of Sean
REFER TO BCSI
Truss must be set this way if crone used.
This is an example, truss may not match.
Insist crane operator sets truss this way.
All load bearing walls, headers,
beams & lintels must be in place
at indicated height before trusses
are installed. AL
The legal description of the property where the trusses will be installed is: The undersigned acknowledges and agrees:
1. Trusses will be made In strict accordance with this truss placement diagram layoul
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 even
such written notice is furnished Chambers Truss shall have three (3) business days in whirl
to begin repairs required, or to substitute other trusses, at Chambers option.
4. The undersigned acknowledges receipt of "BCSI 1-03" summary sheet by TPI & WTI CA.
5. Delivery is to job site. It is the buyer's responsibility to make the job site suitable fo
delivery. Chambers Truss has the sole authority to determine the suitability of the job site or I
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 redelive
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 it
this layout. A $50 per hour fee for revisions may be charged by Chambers Truss.
7. This is a PURCHASE ORDER to Chambers Truss of 1he sum agreed to, or if nt
agreement a reasonable price. Invoice will be made on delivery and paid within terms of ne
on delivery. Invoice may be made at scheduled date of delivery if buyer cannot accep
delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss reasonable
attorneys fee for collections in event of,payment not timely made. 1-1/2 Oo 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 underslgnec
unconditionally guarantees payment when due of any and all indebtedness owed tc
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-hereundel
or payments referred to herein, the parties agree that the sole,v@nue 6Cany,Ali ch action wil
be Saint Lucie County, Florida.
11. Design responsibilities are per ""National Standard And Recommended Guidelines On
Responsibilities For Construction Using Metal Plate Connected Wood Trusses,,
ANSIIrPIM/TCA 4 - 2002'"
DATED
SIGNED
FOR TITLE
AsprOaderbarrilberequiredper"BCSI1-W'110 euanti juryi&damage:
Multiple ply trusses must be fastened together pe engineering
before they are set, failure to do so can result in of collapse.
Temporary and permanent bracing are required and can save fifes
and property and Is the responsibility of the truss erector.
Study the contents of the information packet included on delivery
before 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 SET TRUSSES USING THIS LAYOUT
USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES
10P DRAWING I SUBMITTAL RE
'APPROVED APPROVED AS NOTED
REVISE AND RESUBMIT ❑REJECTED
7 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT
runt riciue, 176 w 7,uV
CHAMBERS TRUSS INC
3405 Oleander Ali_,nue
Fort Pierce, Florida14982-6423
r�
800=581-59;�`'"
Fort Pierce 772-466-2012 Fait 772-465-8711
Vero Beach 772-569-2012 Stuart " 772-286-3302
Web Site: CHAMBERSTRUSSCOM
90.5/92.6LOADINGID— - - - --- --
DESIGN CRITERIA PER CODE SUCH ASRSEC 1604.6.1 IA REDUCIBLE
County SAINT LUCIE
Building Department City of Fort Pierce
Wind Design Criteria ASCE 7-2010
Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10
Roofing Material Metal Roof
Loading in PSF Roof R.D.L.
Top Chord Live 20
Top Chord Dead 7 4.2
Bottom Chord Live 10 Non -Concurrent
ottom Chord Dead 10 3
TOTAL Load 37 7.2
Duration Factor 1.25
Wind Speed 170mph
Top Chord C.B. Sheeting by builder.
Bottom Chord C.B. Sheeting by builder.
Highest Mean Height 16'-0"
Building Type ENCLOSED
Building Category II:Non Restrictive
Exposure Category C:COASTAL
Barrier Island No
Conforms to FBC 2017
1:1
Verify DESIGN CRITERIA sho �ee6MIPL CE
building department and your a IF CIE
Design Criteria is the responsibi of
Building Designer and/or Engineer of ReCRPC'C
Chambers Truss Inc. Drawing Name: 73504
Scale: 1 /4 = 1'
50 total trusses, 7 different trusses.
MI 4: BLW ACAD: BLW Reviewed By:
Date: 05/24/16 Revised: 03/18/1
FOR ��
BEN GOTTI
DESCRIPTION:
GOTTI RESIDENCE
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE
73504