HomeMy WebLinkAboutApproved PlansMETAL ROOFING OVER
WOOD PURLINS ATTACHED
PER ROOF ATTACHMENT
2X4 WOOD PURLINS ATTACH
TO EACH TRUSS WITH (2)- #12
X 3" LONG SCREWS
PRE-ENGINEERED WOOD
TRUSSES AT 24" O.C. (MAX
SPAN)
"SIMPSON" HTS20 WITH (20)-
10d X 1 1/2" EACH TRUSS
2X6 CEDAR FASCIA
(2)- 5/8" THRU BOLTS EACH
BEAM TO PILE
(4)-2X12 WOOD HEADER
WITH GLUED AND NAILED W/
16d NAILS AT 8" O.C.
STAGGERED TOP AND
BOTTOM BOTH SIDESEACH
COURSE
9" DIAMETER (MIN.)
PRESSURE TREATED WOOD
PILE
FINISHED GRADE
PILE BURRIED 48" DEEP (MIN.)
IN WELL COMPACTED SOIL
T� AL PILE DETAIL nts...
(2)- 5/8" THRU BOLTS �--
(2)- 5/8" THRU BOLTS —
(2)- 5/8" THRU BOLTS I BEAM REDUCED TO (2)- 2X12 AT PILE
- 2X 12 WOOD HEADER WITH
L GLUED AND NAILED W/ 16d NAILS
PILE PER PLAN AT 8" O.C. STAGGERED TOP AND
BOTTOM BOTH SIDESEACH COURSE
TYPICAL PLAN VIEW AT PILE / BEAM CONNECTION nts...
a
_ (3)- 16dNA,ILS (TYPICAL)
2 X 4 "X" BRACING AT RIDGE AND
6 FEET O.C. EACH SIDE OF RIDGE
2 X 4 SPRUCE OR BETTER
LATERAL BRACE AT 6 FEET O.C.
FASTENED TO TOP OF BOTTOM
CHORD OF TRUSSES WITH (2) - 16d
NAILS EACH, AT GABLE END
TRUSS AND 4 TRUSSES BACK
OPENCEILING - ---
P.T. 2 X 4 CONTINUOUS WITH'/2'=�
LAG BOLTS AT 24" O.C. WITH n
2" X 2" X 1/8" WASHERS 1
REINFORCE EACH VERTICAL
MEMBER OF GABLE END TRUSS
WITH 2 X 4 T- BRACE WITH 16 D 1 V
NAILS AT 8 INCHES O.C.
PLAN VIEW T-BRACE
RO�FING PER PLAN
-2X CEDAR FASCIA
TI-I I SOFFIT WITH 2" LONG
RINGSHANK NAILS AT 6" O.C.
A PERIMETER AND FIELD
1— 2X4 LADDER FRAMING AT
12 INCHES O.C.
GABLE END TRUSS
_ 5/8" TI-I 1 WITH 10d NAILS AT 6"
O.C. PERIMETER AND FIELD
GABLE END FASTENED TO
J
SLEEPER WITH 16 D COMMON
NAILS AT 12" O.C.
STRAP GABLE END TRUSS WITF
"SIMPSON" LSTA 15 AT 48" O.C.
WITH (12) - 10d X 1 V," NAILS
(2)- 5/8" THRU BOLTS
EACH BEAM TO PILE
(2)- 2X12 WOOD HEADER
WITH GLUED AND
- NAILED W/ 16dNAILS
AT 8" O.C. STAGGERED
TOP AND BOTTOM
BOTH SIDESEACH COURSE
GABLE END DETAIL tits...
Planting & Development Services Department
owl Building & Regulations Division
Product Review Affidavit
Building Permit # Owners Name Rl E 47 U Applicant:
Product
Opening Design
Pressures
Product Rated
Design Pressure
Manufacturer
Model Number
Product Approval
Number
Glass
Type
Method of Attachment
windows
N A
Mullions
Flied Glass
Block Glass
Skylights
sliding Glass Doors
Swing Type Dares
e
French Doors
Garage Doors
Hurricane Protection
Roor Ventilation
Roaring Material
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I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the
wind loads and forces specified by current code provisions. Name: Signature:
-
- PAUL WELCH P.E. ON PLAN
Design Prot• . PAUL WELCH P.E.I Cert. No. 29945 Date:
SCOPE OF WORK
- CONSTRUCT POLE BARN PER PLAN
NOTES:
1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL
DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT.
2) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE
ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES.
3) ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER
SCALED DIMENSIONS.
4) ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE
(FBC) 2014.
5) STRUCTURE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY
TERMITE INFESTATION AREA PER FRC 301.
STRUCTURAL NOTES
I) DESIGN LOADS IN ACCORDANCE WITH ASCE7-10.
2) SOIL BEARING CAPACITY: 2500 PSF (MIN.).
3) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO
INSTALATION OF HARDWARE IS NOT PERMITED.
4) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE
SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD
PRACTICI ES.
5) ALL THRU BOLTS SHALL BE GRADE 55 GALVANIZED.
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File Copy
CONCEALED FASTENERS OR ATTACHMENTS
Planning& Development Services Department ARE THE RESPON$IBILJTYOFTHE
I, Building & Code Regulations Division C(1NTRAG`TOR4F RECORD
2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462-1553
Certification for Design Load Compliance
.fh'E5E PLANS AND ALL PROPOSED WORK
Project Name: BEATH POLE BARN ARE SUBJECT TO ANY CORRECTIONS
Project Address: 18003 BRIDLE WAY REQUIRED BY -FIELD INSPECTORS THAT
MAY 85 NECESSARY IN ORDER TO
Permit#: Occupancy Type: U Construction Type: 09MPLYVIONALAPPOCABLICODES,
INSTRUCTIONS FOR USE:
a This certification must be completed, signed, and sealed by the design professional of record.
a Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following:
o New Residences (single or multi -family) * 1103 - villX!
o Residential Addition ST. LUCIF 0-011 Y ALTRTrTN( DIVISION
o Any accessory structure requiring a building permit RFVIFµ`ED FOR Qt MPLIANCt
Rt v`IL t' u,"�1Y
o Any non-residential structure. DATE _`I/�/1 +
* Note: Form not required for interior renovations provided that no exterior structural elementVhW4FA�f}I W1(MIT MUST BE KEPT ON JOB
certain minor building permits at the discretion of the local building official. Contact the # abovej;rVe6NrctAPTION WILL BE 4 ADE.
DESIGN PARAMETERS AND ASSUMPTIONS • USED (complete all that ao IPam' )
1. DESIGN CODE: Florida Building Code 2014 Edition with 20 _Supplements using ASCE 7-10
2. Structure Designed as (check one): _ Enclosed X Partially Enclosed _Open
3. Risk Category: X I_ II_ III IV Exposure Category: _ B X C D
4. Design Wind Velocity 150 mph 116 ASD N/A LRFD End Zone Width: 5 It
S. Mean Roof Height: 13.7 ft Roof Pitch: s :12 Parapet: N/A It
6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings):
23.6 23.6 23.6 38.6 38.6 N/A
Zone 1: Zone 2: Zone 3: Zone 4: Zone 5: Garage:
-32.5 -49.2 -68.4 -41.1 -48.5 N/A
7. Design Loads: Floor: 40 PSF Roof/Dead: 5 PSF Roof/Live: 20 Balcony: _N/A PSF
Dock: N/A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: N/A PLF / CONCENTRATED
8. Were Shear Walls Considered For Structure? -&_Yes _Not Applicable Explain Why Not:
9. Is A Continuous Load Path Provided? X Yes Not Applicable Explain Why Not:
10. Design Soil Bearing Pressure: 2500 PSF Soil Test Reports Submitted? _Yes
DESIGN PROFESSIONAL CERTIFICATION STATEMENT:
I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to
comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie
County. I also certify that structural elements depicted on these plans provide adequate resistance to the design
forces specified:
Paul Welch P.E. 29945 / 5115
Print Name Cert # & Co. Cert Auth.
Paul Welch Inc.
ON PLAN 3/15/2017
Signature, Date, and Seal
SLl Form # 020-12 Revised 3/15/12 (JS)
-
S
N
1984 S.W. Biltmore St. Suite #114 Port St. Lucie, FL
Company Name & Address
PAUL W,ELCHINC.
( MECHANICAL ELECTRICAL CIWL ENGINEERING
1984S.W. Ell TMOREST SUITE ,# f f4
PORTST. LUCIE, FL 34984.
PHONE l77EI785-9888 E-MAIL PYVELCHINCOAOL.COM
PAUL WELCH, P.E. FLA REGNo 29945
MAR 1 5 281 i
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PANEL FASTENER
#9-15 OR #10-14 X 1.5" LOOOD
- SCREWS 0 MAX 12' O.C.
,.,/
FASTENER PATTERN NOM. 2 " X 7:" (MIN)
SYP UNTREATED
SUPPORT SPACING = 24" O.C. (DESIGN BY OTHERS)
ALLOWABLE UPLIFT PRESSURE = 70,25 PSF
PANEL FASTENER:#9-15 OR #10-14 X 1 Y2" LONG, HEX -BEAD SCREW WITH NEOPRENE WASHER
IN THE RIB OF THE PANEL. ALL FASTENERS TO BE CORROSION RESISTANT. FASTENERS SHALL BE
INSTALLED WITH SCREWS SPACED PER BELOW:
ZONE 1, 2, & 3:SCREW SPACING 12" O.C. ACROSS PANEL WIDTH AND
SPACING 24" O.C.
PANEL ENDS: SCREW SPACING 12" O.C. ACROSS PANEL WIDTH
METAL ROOF PANELS SHALL BE SECURED TO THE SUPPORTS IN ACCORDANCE WITH THE APPROVED
MANUFACTURER'S FASTENERS. METAL PANELS SHALL BE ATTACHED PER MANUFACTURER'S
SPECIFICATIONS AND DETAIL THIS SHEET.
ROOFING ATTACHMENT nts...
PER FL# 9555.1 5-V CRIMP UNION CORRUGATING COMPANY
PRODUCT DESIGN PRESSURE: -70.25 PSF
TRUSS CONNECTOR
SCHEDULE
TRUSS ID
BEARING POINT
TRUSS ACTUAL
CONNECTOR
CONNECTOR
FASTENERS
NOTES
UPLIFT
ID
UPLIFT DESIGN
A
EACH
I 1130
(1)- HTS 20
1450
(20) -10d
GEA
CONT.
248 PLF
( )-LSTA15
1110
(12)- 10d
( 1 STRAP AT EACH END AND AT48" O.C.
TRUSS COMPANY
CHAMBERS
LAYOUT DATE
2 22 2017
1 CUT -SHEET DATE
I 2 24 2017
NOTE: ALL STRAPPING TO BE SIMPSON STRONG -TIE AS SPECIFIED.
TRUSS NOTES:
1) ALL ROOF TRUSSES TO BE DESIGNED BY TRUSS COMPANY'S ENGINEER.
2) CONTRACTOR TO PROVIDE PAUL WELCH INC., AND BUILDING DEPARTMENT WITH ENGINEERED
TRUSS DRAWINGS BEFORE INSTALLING TRUSSES.
3) CONTRACTOR TO VERIFY ALL ROOF CONDITIONS, AND DIMENSIONS BEFORE ORDERING,
AND INSTALLING TRUSSES.
4) TRUSS TO TRUSS CONNECTIONS TO BE PROVIDED BY TRUSS COMPANY.
5) SEE TRUSS CONNECTOR SCH. FOR TRUSS TO WALL CONNECTIONS.
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PAUL. WELCH INC
MECHANICAL ELECTRICAL CIVIL ENGINEERING
- -- - Y984S.W.. BILTMOREST. SUITE' 114
PORTST. LUCIE, FL 34984
PHONE (77,2) 785 - 9888 E-MAIL PWELCH/NC@AOL. COM
PA!UL LVELCAI, P ,5 FLA REG NO. E.9945
MAR 1 5 207
A=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
5PAGING NOTE
l�
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A
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
30' Span or less A 30' to 60' Span
60 degrees Sprea er Bar
or less
— 1 /2 —►
Tag Line span approx.
REFER TO BCSI
Truss must be set this way if crane used,
Truss s an example, your truss may not match.
nsis: crane operator sets truss this way.
h'oy Approx 2/3 to_ _�
Line 1/2 of Span
REFER TO BCSI
,ss 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
® are installed.
A1R "A Ill E:>I IE=RZ Ill OT9=
UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES
ARE NOT DESIGNED FOR ` 'HANDLERS IN THE ROOF OR FOR
ANY OTHER A/C REQUIRE aEl THIS MAY BE IN CONFLICT
WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS.
CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR.
Carrying Girder
For Truss to Truss
Connections see
hanger/connector
schedule in engineering
package.
INDICATES LOAD BEARING
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 11
ABOVE FINISHED FLOOR
Nails must be as
shown. Guide tabs o
Dome angle nails.
A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24' IN LENGTH
A 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
NOTES:
* ALL BEAMS ARE BY OTHERS.
upset=1/4" heel=41/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 10'
TYPICAL END DETAIL
es
File Cfoby
FABRICATION AGREEMENT'
•�TRU&4ES CANNOT BE STARTED UNTIL THI3 AGREEMENT IS SIGNED & RETURNED
'
The lapel description of the property where the trusses will be Installed Is:
The.undemlgned acknowledges and egress: -
1. Trusses will be made In strict accordance with this truss placement diagram layout,
ufilch Is the sole autholity for determining successful fabrication of the trusses.
�3. Atl dlmenalons kt this layout have been verified by the undersigned.
:•,3'..Unlaee wrldan III Is provided by certified mall to Chambers Truss within ten (10)
j
gays cf delivery the undersigned apace that no backcharges. will be allowed. In the event
le fumished Chambers Trues she have three (3) bu�nesa days In which
such wrilten nodes
toybepin ropelre required, or to substitute other mosses, at Chambers option.
acknovedges mcelpt of "BCSI 1-03" summary sheet by TPI & WTCA.
'
;': ,4�The undersigned
. 4 Oellvary Is to Job ells. It la the buysrs'responalbility to make the lob site suitable for
delhlery. Chambers Truss has the sole euthodty to determine the sultablllty of the job site of a
polticn of the Job ells for dalhrery. Chambers Trues vAII be responsible for tlump delivery only.
The buyer Is reepomilbta for additional delivery expanses d Chambers Trues hea to redellver
bet;6ece Job site le not prepared for delivery or buyer Is not prepared for delivery of trusses.
Buy6ah responsible to Chambers Trues for towing coats due to ells conditions.
- i Q:Priee ae shown In parapmph 7 below la aubl to change H any changes ere. made lo
jhls.(ayput. A S60 per hour fee for revisions may be charged try Chamber Truss. '
.
'7p; is la a PURCHASE ORDER 10 Chambers.Trusa of the sum agreed to, or d nQ'
price. Involoa will be made on delivery and paid within terms of nit
*glob• ant a reasonebto
onCdalivery. Invoice may be made at scheduled date of delivery d buyer cannot accept
011Nary'of
fabricated trusses. The undersigned agrees to pay Chambers.TNss reasonable
ettbmeys fee for collections In event of payment not timely made. 1-12 %per month service
-
'charge will be added for all sums not paid within terms.
'. ;S: Signature or Indlals anywhere on this sheet constitutes agreement to all terms herein.
,..S; 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
Including attorneys fees, If default In payment for material be made by the
indebtedness
recipient.
of any 110gagon concerning this agreement, the dams fumished hereunder
.. .
10, In the event
.or payments referred to herein, the parties agree that the sole venue for any such action will
.
'be Saint buds County. Florida.
11A. Design responsibilities are per "National Standard And Recommended Guidelines On
Rasponelbllltles For Construction Using Metal Plate Connected Wood.Trusses
ANSUTPUWTCA 4.2002'*
GATED .._.V ..
.
SIGNED
OR TfILF
4 .
jsprealkrbazrrraYbaeecj4,IledP�"HCSI1-03 to pleuenttrtjlaYB�dartlaga'
,Muitiple ply trusses must be fastened together per engineering
$ei'ore they are set failure to do so can result In roof collapse.'
m ore and permanent bracing are required and can save Ilfe'
q..,P rY
and property and Is the responslblllty of the truss erector.
Sttydy the contents of the Information packet Included on delivery
before setting trusses.
11+1'.t9^
mustbesetand braced perdeslgn t9 PleveldWlaYBdalrta8e
'
."gTrusses
Trueses must be set plumb and square
Do noVeet bunks or stack of plywood, roofing material or any
ttv this can cause collapse.
2 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT
other edhoentiI loads on ss ,
'iDO NOT SET TRUSSES USING THISUSE LAYOUT DELIVERED WITHTRUSSES T
(CHAMBERS TRUSS INC
3105 Oleander Avenue
. 3 Fort Plerce; Florida 34982-6423 ;
800-551-5932
FdrtPlerce 772.465-2012 Fax 772.465.3711
1., Veto Beach 772.569-2012 Stuart 772.286-3302
I;{r�;Wait Sitar CHAMBERSTRUSS.COM '
92.0/93.2 MITEK 4.2
DESIGN CRITERIA
County
SAINT LUCIE
Building Department
FORT PIERCE
Wind Design Criteria
ASCE 7-2010
Wind Design Method
Main Wind Force Resisting
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
Bottom Chord Dead
10 3
TOTAL Load
37 7.2
Duration Factor
1.25
Wind Speed
160mph
Top Chord C.B.
Sheeting by builder.
Bottom Chord C.B.
Sheeting by builder.
Highest Mean Height
15'-0"
Building Type
ENCLOSED
Building Category
II:Non Restrictive
Exposure Category
C
Barrier Island
No
Conforms to FBC 2014
R.U.L.=Restraining Uead Load C.B.=Continuous Bracin
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
Building Designer and/or Enaineer of Record-
Chambers Truss Inc. Drawing Name: 74160
Scale: 1/4 = 1'
19 total trusses, 2 different trusses.
MI 4: RLC ACAD: RLC Reviewed By: A ,X*V-r r
Date: 02/22/17
FOR
PAL LCH
MICHAEL BEATH MECHUELECT-CVINLENG
DESCRIPTION: OR ST.LUBILTMOIE3L3T. 494
PORT ST. LUCIE, FL 34964
PAUL WELCH, P.E. FLA REG NO29945
POLE BARN �1�/
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE V�v tt
74160
PAR 1 6 2011