HomeMy WebLinkAboutREVISIONS - BUILDING PERMITOFFICE USE ONLY:
DATWILED: a' ku. 16
,[REVISION FEE: -1 ISAa
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LOCATION/SITE
ADDRESS:
PERMIT # i4bl " (53
RECEIPT #
FEB 16 2016
PLANNING & DEVELOPMENT SERVICES PeFryul7tNG
BUILDING & CODE REGULATION DIVISION 5t. Lucie County. FL
2300 VIRGINIA AVENUE SCANNED
FORT PIERCE, FL 34982-5652
(772)462-1553 BY
St. Lucie County
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #:
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS: &�1
CITY:
PHONE (DAYTIME): []]2
OWNER/BUILDER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE:
5. ARCHITECT/ENGINEER INFORMATION:
NAME: 2 l J . BY
ADDRESS: / _ %Sr /i1
CITY:
PHONE (DAYTIME): J fiP — 0,3
SLCCC: 9/23/09
Revised 04/262010
ST. LUCIE COUNTY CERT. #:
STATE:
FAX:
STATE:
STATE:
101
FAX:
FAX:
NA 19
ZIP:
ZIP:
John D. Holt
925 Azure Ave
Wellington, FI. 33414
(561) 793-7843
Building Department:
Re: Construction Revision
Job Address: 904 Osceola Dr.
BUILDING DIVISION
REVIEWED
FOR COA9 E
REVIEWED BY
DATE
PLANS AND PERMIT
MUST BE KEPT QN qQ4 qR
NO INSPECTION WILL BE MADE
1) Change standing seam metal roof to 26 ga 5V Crimp Roof Panels
over min 15/32" plywood per FI. Product Approval # 11651.12 R2
Manufactured by Gulf Coast Supply & Mfg Co.
2) Install %" x 5 %"-x 20" welded Red Iron Beam Buckets, per
attached drawing, in place of MBHA 5.50/18. See plan revisions.
GULF
26 Ga.
FL# 11651:12 R2 • TUNE 15. 2015
Gulf�st
SUPPLY & MANUFACTURING
Product Evaluation Report
;T SUPPLY & MANUFACTURING, LLC.
Crimp Roof Panel over 15132" Plywood
Product Approval #11651.12 R2
Florida Building Code 2014
Per Rule 61 G20-3
Method: 1 —D
Category: Roof
Subcategory: Metal
oliance Method: 61G2
iZRAW
Product Manufacturer:
Coast Supply & Manufacturing, LLC.
14429 SW 2nd Place, Suite G30
�`"' I I I"'',
Newberry, FL 32669
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Engineer Evaluator:
Dan Kuhn, P.E. #75519
Florida Evaluation ANE ID: 10743
Validator:
Locke Bowden, P.E. #49704
9450 Alysbury Place
Montgomery, AL 36117
Contents:
Evaluation Report Pages 1 — 5
FLN
Gulf�st�
SUPPLY & h1 ANUFACTURING
Code Compliance:
The product described herein has demonstrated compliance with the
'
Florida Building Code 2014, Sections 1504.3.2, 1518.9, 1523.6.5.2.4.
Evaluation Report Scope:
The product evaluation is limited to compliance with the structural wind load
requirements of the Florida Building Code 2014, as relates to Rule 61 G20-3.
Performance Standards:
The product described herein has demonstrated compliance with:
• TAS 125-03
UL 580-06 - Test for Uplift Resistance of Roof Assemblies
• UL 1897-04 - Uplift Test for Roof Covering Systems.
• TAS 100-95 - Test Procedure for Wind and Wind Driven Rain
Resistance of Discontinuous Roof Systems
• TAS 110-00 - Accel. Weathering ASTM G 155 / Salt Spray ASTM
B 117.
Reference Data:
1. TAS 125-03: UL 580-94 / 1897-98 Uplift Test
Force Engineering & Testing, Inc. (FBC Organization # TST-5328)
Report No. 11 7-0065T-07A-C, Dated 01/26/2007
2. TAS 100-95
Farabaugh Engineering & Testing, Inc. (FBC Organization # TST-1654)
Report No. T130-07, Dated 0228/2007
Report No. T215-08, Dated 07/08/2008
3. TAS 110-00: Valspar Fluropon coated metal panel testing
A) ASTM G 26 by PRI Asphalt Technologies dated 01/192004
B) ASTM B 117 by PRI Asphalt Technologies dated 01/19/2004
4. Certificate of Independence
By Dan Kuhn, P.E. (FL# 75519) @ Kuhn Engineering, LLC
(FBC Organization # ANE ID: 10743)
TestlStandard Equivalence:
1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard.
2. The UL 1897-98 test standard is equivalent to the UL 1897-04 test
standard.
3. ASTM G 155 is equivalent to ASTM G26
Quality Assurance Entity:
The manufacturer has established compliance of roof panel products in
accordance with the Florida Building Code and Rule 61 G20-3.005(3) for
manufacturing under a quality assurance program audited by an approved quality
assurance entity.
165V12 R2 • JUNE 15. 2015
Compliance Statement:
Product Description:
Panel Material/Standards:
Panel Dimension(s):
Panel Fastener:
Substrate Description:
Design, Uplift Pressures:
FL# 11651.12 R2 • JUNE 15. 2015
SUPPLY & MANUFACTURING
The product as described in this report has demonstrated compliance with the
Florida Building Code 2014, Sections 1504.3.2, 1518.9, 1523.6.5.2.4.
5V Crimp Roof Panel, 26 Ga. Steel, 24" Coverage, through fastened
roof panel with fasteners in the panel flat over minimum 15/32" plywood
decking. Non Structural application.
Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to
Florida Building Code 2014 Section 1507.4.3.
Paint Finish Optional
Yield Strength: 50.0 ksi
Corrosion Resistance: Panel Material shall comply with Florida Building Code
2014, Section 1507.4.3.
Thickness:
0.018" Minimum
Width:
24" Coverage
Rib Height:
3/8" Major Rib
#9-15xl.5" with sealing washing through panel rib.
Y4" minimum penetration through plywood.
Corrosion Resistance: Per Florida Building Code 2014, Section 1506.6, 1507.4.4
Minimum 15132" thick, APA Rated plywood over supports at maximum 24" O.C.
Design of plywood and plywood supports are outside the scope of this evaluation.
Must be designed in accordance w/ Florida Building Code 2014.
Table "A"
Maximum Total Uplift Design,Pressure
168.5 psf
156.5 psf
Fastener Pattern
Panel Rib
Panel Rib
Fastener Pattern Spacing
12" Q.C..
6" O.C. t
Design Pressure includes a Safety Factor = 2.0.
Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2014, including
Section 1515.2 and in accordance with Manufacturers recommendations. For
slopes less than 3:12, lap sealant must be used in the panel side laps.
Installation:
Install per Manufacturer's recommended details and RAS 133.
Underlayment:
Per Manufacturer's installation guidelines per Florida Building Code 2014 Section
1518.2, 1518.3, 1518.4.
Fire Barrier:
Any approved fire barrier having a current NOA. Refer to a current fire directory
listing for fire ratings of this roofing system assembly as well as the location of the
fire barrier within the assembly. Fire classification is not part of this acceptance.
Shear Diaphragm:
Shear Diaphragm values are outside the scope of this report.
Design Procedure:
For roofs within the parameters listed on the load table, fastening pattern must
at a minimum meet those listed for the applicable wind zone. For all roofs outside
the parameters listed on the load table, design wind loads shall be determined
for each project in accordance with FBC 2014 Section 1609 or ASCE 7-10
using allowable stress design. The maximum fastener spacing listed herein shall
not be exceeded.
3
ENGINEER LOAD TABLE: 26 Ga. SVCrimp Roof Panel over 15/32" Plywood
Buildings having a Roof Mean Height < 20' 0"; Roof Slope:2"/12" - 12"/12" Gable or Hip Roof; Wind Speeds 120-
180mph, Exposure C, Risk Category II, Enclosed Building, based on Florida Building Code 2014.
120
130
140
150
160
170
180
WIND
FASTENER
SUBSTRATE
SPEED
(MIN. do
Penetration)
(MIN. 15/32")
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
SPACING
SPACING
SPACING
SPACING
SPACING
SPACING
SPACING
ZONE 1
#9-15x1.5"
Plywood
12" TYPE 1
12" TYPE 1
12" TYPE 1
12" TYPE 1
12" TYPE 1
12" TYPE 1
12" TYPE 1
ZONE 2
#9-15x1.5"'
Plywood
12"TYPE 1
12" TYPE 1
12"TYPE 1
12" TYPE1
12" TYPE 1
12" TYPE 1
12" TYPE 1 -
ZONE 3
#9-15x1.5"
Plywood
12" TYPE 1
12"TYPE 1
12" TYPE 1
12" TYPE 1
12" TYPE 1
12" TYPE 1
12" TYPE 1
1.) PANEL DESCRIPTION: 5V CRIMP, MIN,. 26 GA., GRADE. 5 ), 24"COVERAGE, %- TALL.
2.) PANEL FASTENER: #9.15X7..5" HWH WITH SEALING WASHER W/'MIN. Y4" PENETRATION.
3.) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: 108.5 PSF@ 12" O.C. FASTENER SPACING TYPE 1-FASTENER. PATTERN,.i. 56.5'
PSF U 6" O.C. FASTENER SPACING TYPE 2 FASTENER PATTERN BASED ON TAS 125,.UL 580/UL 1897 TESTING.
4.) PLYWOOD DECKING: MIN.'shz" THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2014.
5.) ROOF SLOPE: ON ROOF SLOPES LESS THAN 3:12, LAP SEALANT. MUST BE USED IN PANEL SIDE LAPS.
6.) LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10 (KD=.D.85) MULTIPLIED BY 0.6 PER FLORIDA BUILDING
CODE 2014, SECTION 1609.1.5.
mncz ZONE 11
'- _________________,
\� ♦ RIDGE
I
i
ZONE
Note: Dimension (a) is defined as 10% of the minimum width of the building or
—)a 40% of the mean height of the roof, whichever is smaller, however, (a) cannot be
less than either 4% of the minimum width of the building or 3 feet.
GABLE ROOF
fa
RIDGE
I \ I
a
ZONE
I
3
(1) #9-15 x 1-1/211 HWH w/Sealing Washer
-1211 f 1211
At Panel Lap