HomeMy WebLinkAboutRevisions OFFICE USE ONLY:
DATE FILED: PERMIT#
REVISION FEE: RECEIPT#
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PLANNING & DEVELOPMENT SERVICES
COUNTBUILDING&CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE,FL 34982-5652
(772)462-1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
1. LOCATION/SITE
ADDRESS: 2150 SNEAD RD, FORT PIERCE
2. DETAILED DESCRIPTION OF PROJECT
ill
REVISIONS:
ATTACHED PRODUCT APPROVAL FOR 30# FELT UNDERLAYMENT AND SKYLIGHT U-FACTOR
DOCUMENTATION AS REQUESTED.
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3. CONTRACTOR INFORMATION:
STATE of FL REG./CERT.#: CCC1325895 ST.LUCIE COUNTY CERT.#: 23018
BUSINESS NAME: JA TAYLOR ROOFING INC
QUALIFIERS NAME: KYLE WHITE
ADDRESS: 302 MELTON DR
CITY: FORT PIERCE STATE: FL ZIP: 34982
PHONE(DAYTIME): -772-466-4040 FAX: 772-468-8397
4. OWNER/BUILDER INFORMATION:
NAME: TARA KASIEWICZ
ADDRESS: '2150 SNEAD RD
CITY: FT PIERCE STATE: FL ZIP: 34945
PHONE: 772-448-7795 FAX:
5: ARCHITECT/ENGINEER INFORMATION:
NAME: N/A
ADDRESS:
CITY: STATE: ZIP:
PHONE(DAYTEVIE): FAX:
SLCCC:9/23/09
Revised 04/26/2010
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WARA LLAL M 4° •
N GINDUSTRIES
7ECHP!lCAL SER1/ICELLa�UI LET�lV s!„!letin#1G05-01/15
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Cardinal Double-Pane Insulating Glass Performance Data
3 mm/ 13.0 mm airspace/3 mm
Center of Glass Comfort ;
Visible U ht U Vatue Indoor Glass
A ' R®flectance BTU/hrfft'/°F" Tem" nature °F Tdw
E#etior Glass' Intenor:Glass .:.Trans Out , .,In SHGC,. , Arc` n ' Winter, .Summer'tUV Trans °; ,ISO/CIE.
Clear Clem ''-'82%' :15% 15'/0 0.78 0.48.. -0:46.. �45� :90 �r:58% 75%~G:
..
LoE-1800 02 "'. `Clear 79% 15W"i5% 0.64's. 0.31 . ,'0.2S `8 29% 63%
W122-272® #2 -Clear '= i 72%' 11.% '12%. 0.41"" 0.30 0.25 W.. 84 = 16% 550%
LoE'-270® #2 Clear 70% �12'k '13"/0 0.29: 0.25" -.56; 83 . . 1�40 - 53%
PE 66® #2 -Clear :<' ' .65%. : 11"/0 12% " 027 0:29', 024 ,:56 63 .,. 5% 43%
LoE' 40'" #2 Clear ".':`39% :13% 16% 025'.. 56 83
Clear ''ITIL 180° #3 79% 15%= 26', ,,. %%
L•oE-180® #2 LoE-i89® #4 77% 15% .''14"/0 0.625` '0.24, 0:21' ,. 46,, 165 27%
LoE;272® #2 LoE-189® #4 70% . 11% 0.44 ,0:23_. 0.20„ . 47 94 `16°10 53%;'
12/0 "12"/0 0.36"'. 0.23: 0.20; 47-', .N .9:S 146/o - x'51%'' .•.,;;LOF 270'�"#2 LoE-189®- #4 69% °
LoE',366® #2 LoE ® #4"; $A, 11'% .:11% .0.27, , .0.23= , 0.20 4$ - '=90. . 5% 41%0`•.:
LoF3-340- #2 LoF-4890 #4 :38"/0 `"13% -15% " 0:1T' 0.23;�, ,0.20`,, �4T 81 sF 2%
Greeri;" Clear. ' a J50 ' .••140 .1'5% 0:60" Oc48 0:46 45 . .
LoE=18t3�."Y.i 3°o.- '13% .=F15% 0.52'' ,`0 3i`. ,,.0 26' 55' 92s. 19%. .'` e.-5_°/b=
Green.: . _ •F. : . .LoE?-272°'#aCi . . .,66°Jb ;1110 r1%..•,0 42',E-00
0 25 56' 97. 49" ,..;
reen . e34% 12% 129; . ,:
LoE270®reen'+ Loi=' .3r24.. 56`LoE' 40' 390 0. 14s,tt . . 50%Gra Clear' t 57% ` '9% 13°/6 '.0. 0.45`, 45`' "
Gray LoE-1800 /i3 53% 9°/i 1'4% 0.49',:' ,0:31' 0.26. SS 93 17% ,.' 42% '
Gra. LoE?-272®�#3 ' 50"/0 8°k :•.'9% .;0.38; . '0:30- 0.25. 56 :-96� 10% :38%iu.':
Gra LoE 270®`#3 48% 8"/0 : 1.1% 0.35, :Os29 0.25'
Gray` LoE'-366®• #3 45% 8% '.;`10% 0.29 0:29,', 0:24 . 56_i 99 I.3%
Gray00 :.1M% =.0.31 0:29:>. . 0:25 56 111 ,. '•1% . " 780-
_,
Bn7nZe=. . , e Clear: 610 13'/0 0.62 . 0:48 0.45' , 45t�N. ,94 31%',
Bronie LoE-. SOe'' „ v .
59/o 0 31r. 0 26t 55.'
._Broriie': 8°f _ 109'0. A.30'
_..
Bronze: LoE 270°_f13 ,,,, ;'S2°fo 5"Io4 ..1;1%0 •.0.36 , .,0.29 ° "0.25" ' $5fi97
Brous` L'oE' 6B° #3 , , '48% 8% F..103'0: 30%'
Bronze(` LoE'-340.:#3 ' 299'0 1:1% 13%_ ,.0.33 0 29 0 25 56. 13 =1°I 19%
Notes: . i a
(1) Data was calculated using LBNL Window computer program with NFRC environmental'conditions 1
. (2): Calculations based,on 13,mm.(1_/2")'airspace,3;mm.(9/8")glass,and:90%.Argon gas fill level. f
(3). -Comfort Indoor.Glass temperatures are for the center 04�lon of the glass
(4) ;Shading Coefficient(SC)can be calculated liyr'dividing$HGC:by 0.87:':': I
1 'The UV Transmittance;is determined as. ,. 1( )_ an average'for,wa461e gths 310 380 nm .. . _
(6�) UV Damage Weighted Transmittance(Tdw)is the weighted average°for-wavelengths 300-700 nn: '(based on CIE 89/3).
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ST.LILVE COUNTY RMMINC MIrcl)N
PEVIEWED FOR C LI1 'Cl
:MIAMI•DADE I3l VIE'd1'ED,'$ ; MIAMI-DADE COUNTY
® IIIIIIIIIIIIII&IRW I' DATE
N PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMF&AMbM )r MUST BE KEPT ON JOB 1805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION OR NO INSPECTION Wit I,BE_UADE. Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv
JA Taylor Roofing
302 Melton Drive
Ft.Pierce,FL 34982
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has;been reviewed and accepted by Miami-Dade County RER-Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shalt not be,valid after the expiration date stated below.The Miami-Dade County Product Control Section
(In Miami Dade County) and/or the AHJ(in dreas other than Miami Dade County)reserve the right to have this product
or material tested for'quality assurance purposes. If this product or material fails to perform in the accepted mariner,the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use
of such product,or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is
determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements
of the applicable building'code.
This product is approved as described herein,and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the'Florida Building Code.
DESCRIPTION: Edge-Loc 1.0 x 16"wide'x 24 ga. Steel Panel over Wood Deck
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city, state and following
statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change,
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for
sales, aR61IRb automatically terminate this NOA. Failure to comply with any section of
this NO �dM(Afa�t 3WW and removal of NOA.
REQUIRED 6Y FIELD INSPECTORSTMAT
ADVEIMSE ! r preceded by the words Miami-Dade County, Florida, and followed by the
expiratiotP�t�)y y�e di!played in advertising literature. If any portion of the NOA is displayed,then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This re�iis�s� �FA� ���3�1"b�1�55a'>�' bnsists of pages 1 through 5.
The submlRESW'oaETCi%tatipiMLs viewed by Juan E. Collao,R.A.
CONT>OR OF MGM
NOA No.: 14-0416.01
MiaraI•oaoecoutvr�r D7l(�/201 Expiration Date: 01/09/19
/ f 1 e: 06/OS/14
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P, P. PPP'
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub-Category: Metal;Panels(Non-Structural) . .
Materials: Steel
Deck Type: Wood
Maximum Design'Pressure —101 psf
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
Test Product
Product, Dimensions Specifications Description
Edge-Loc 1.0 Length: various TAS 110 Corrosion resistant, prefinished, coated
Width: 16" galvanized,galvalume, standing seam,metal
Height: 1" panels.
Thickness 0.024"(24 ga.)
Min. Yield Strength: 50 ksi
Trim Pieces Length:varies N/A Corrosion resistant,prefinished, coated
Width: varies galvanized,galvalume, standing seam,metal
Thickness 0.024"(24 ga.) panels.
EVIDENCE SUBMITTED:
Test Agency Test Identifier Test Name/Renort Date
Valspar 433X515 ASTM B 117 11/21/11
433B173 ASTM D 4587,ASTM G 23 11/21/11
jForce Engineering&Testing' 72-0314T-06A-C TAS 125 03/24/07
Inc.
Farabaugh Engineering and T158-07A TAS 100 04/14/07
Testing Inc.
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NOA No.: 14-0416.01
wiu►thI•nADecouNrr Expiration Date: 01/09/19
Approval Date: 06/05/14
Page 2 of 5
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APPROVED ASSEMBLIES:
System: Edge-Loc 1.0 Panel x 16"Wide x 24 ga. Steel
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Deck Type: Wood,Non-Insulated
Deck Description: New Construction 19/32"or greater,plywood or wood-plank,or,for re-roofing 15/32"or
greater.plywood. I
Slope Range: 2: 12 or greater
Maximum Uplift See,Table A below
Pressure:
Deck Attachment: In accordance'with applicable Building Code,but in no case shall it be less than 8d ring
shank nails spaced 6"o.c:In reroofing,where the deck is less than 19/32"thick(Minimum
15/32")The above attachment method must be in addition to existing attachment.
Underlayment: Minimum underlayment shall be an ASTM D 226 Type II installed with a minimum 4"
side-lap and 6"end-laps.Underlayment shall be fastened with corrosion resistant tin-caps
i and 12 gauge 1 1/4"annular ring-shank nails, spaced 6"o.c. at all laps,and two staggered
rows 12"o.c. in the field of the roll. Or,any approved underlayment having a current NOA.
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Fire Barrier Board: 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. See Limitation# 1.
Valleys: Valley construction shall be in compliance with Roofing Application Standard RAS 133
and with PAC Contractors Association's current published installation instructions.
Metal Panels and Install the "Edge-Loc 1.0 Panel" and accessories in compliance with the current published
Accessories: installation instructions and details in PAC Contractors Association's Installation Manual.
Flashings, penetrations, valley construction and other details shall 'be constructed, in
compliance with Roofing Application Standard RAS 133. ,
Panels shall be secured at a spacing listed below in Table A with#10-13 x 1"pancake head
screws of sufficient length to penetrate through the sheathing a minimum 3/16 of an inch.
The adjacent panel shall overlap and be secured to each other when The female rib of panel
is snapped over the male rib of panel.
TABLE A
MAXIMUM DESIGN PRESSURES
Roof Areas Field Perimeter and Corner'
Maximum Design Pressures —59.75 psf —101 psf
Maximum Screw Spacing 16"o.c. 6.75" o.c.
1. Extrapolation shall not be allowed
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NOA No.: 14-0416.01
MIAM4DAD6 COUNTY Expiration Date: 01/09/19
Approval Date: 06/05/14
Page 3 of 5
SYSTEM LIMITATIONS
I. Fire classification is not,part of this acceptance; refer to a current Approved Roofing Materials Directory for fire
ratings of this product.
2. The maximum designed pressure listed herein shall be applicable to all roof pressure zones(i.e. field, perimeters,
and corners).Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced
pressure zones (i.e. perimeters,extended corners and corners).
3. Panels may be rolls formed in continuous lengths from eave to ridge.Maximum lengths shall be as described in
Roofing Application Standard RAS 133.
4. All panels shall be permanently labeled with the manufacturer's name and/or logo, city, state, and the following
statement: "Miami-Dade County Product Control Approved" or with the Miami-Dade County Product Control
Seal as seen below. All clips shall be permanently labeled with the manufacturer's name and/or logo, and/or
model.
MIAMI•DADE COUNTY
5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 61G20-3 of the Florida Administrative Code.
6. Panels may be shop or jobsite roll formed with machine model#5521095 or 7031100 from PAC Contractors
Association.
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NOA No.: 14-0416.01
MIAMI•DADE COUNTY
• • I Expiration Date: 01/09/19
Approval Date: 06/05/14
Page 4 of 5
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PROFILE DRAWINGS
1"
Fastener Relief, Stiffening Ribs and Striations are Optional
Field Condition
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0
a
. o
a
o FASTENER
o SPACING AS PER
TABLE A HEREIN
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EDGE-Loc 1.0 PANEL SYSTEM
END OF THIS ACCEPTANCE
CMIAMM-DADECOUNTY NOA No.: 14-0416.01
Expiration Date: 01/09/19
-041601
Approval Date: 06/05/14
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