HomeMy WebLinkAboutRevisions File Copy
OFFICE USE ONLY:
ZZ'-3•/� PERMIT / 0 �s
DATE FILED: •
REVISION FEE: /, RECEIPT# (�-
PLANNING&DEVELOPMENT SERVICES File Copy
BUILDING&CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE,FL 34982.5652
(772)462-1553
APPLICATION FOR BUILDING PERMIT REVIFRL� VISION
PROJECT INFORMATION
LOCATION/SITE
ADDRESS:
5610 tne-Iree ar;ve
Fort Poeirea. FG 3qqf33
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
,ng eer-aio-reed A1,44eMa&r-d Sand over ike,
30 I f
CONTRACTOR INFORMATION:
STATE of FL REG'./CERT.#: CCC-13311461 ST.LUCIE CO CERT.#: -
BUSINESS NAME: 54orw" Teaww Cons frtRvF+o r
QUALIFIERS NAME: Wt I 1 i awe E3 Ed wa+t4s
ADDRESS: '/[ASO US NSI -t , 5'uA-le 30 3
CITY: TCV lfiBr STATE: FLZIP: 3 3 K 7 7
PHONE(DAYTIME): 5-&1-$I l- 5$'9/ FAX:
OWNER/BUILDER INFORMATION:
NAME: - --- --- -- --
ADDRES .
CITY: STATE: ZIP:
PHONE(DAYTIME: 2- - 704 FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE(DAYTIME): FAX:
SLCCC: 9/23/09
Revised 06/30/17 —
DEC 13 2019
Permitting Clepartment
St. Lucie County, .FL
C
H
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) file le Copy 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
NOTICE OF ACCEPTANCE NOA q 104n�2,D? T(786) .Inian90 tl(7 ov 315-2599
www.miam idade.gov/economv
CertainTeed Corporation
20 Moores Road CODE COMPLIANCE
Malvern,PA 19355
ST. LUCIE COU TY q
SCOPE. BOCC (*�(
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 shall 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 areas 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
manner,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: CertainTeed Underlayment Systems
LABELING: Each unit shall bear a permanent label with the manufacturer's name or Iogo, 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,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the
expiration date-may be displayed 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 NOA revises NOA# 14-1028.02 and consists of pages 1 through 9.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 17-0306.07
Expiration Date: 11/24/19
Approval Date: 07/26/18
Page 1 of 9
ROOFING COMPONENT APPROVAL
Category Roofing
Sub-Category: Underlayment
Material: SBS
SCOPE:
This approves CertamTeed Underlayment Systems,as described in this Notice of Acceptance;designed to comply with
the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code.
TRADE NAMES OF PRODUCTS AIANuFACTCRED OR]LABELED BY APPLICANT:
Product Dimensions Test Product
Specification Description
WinterGuard Ur 36"x 65' ASTM D 1970 Modified fiberglass reinforced,bituminous sheet
Manufurfng rolls material for use as an underlayment in sloped roof
Location#1 assemblies. Designed as an ice&rain shield_
WinterGuard Granular 36 x 65 ASTM D 1970 Granular surfaced modified,fiberglass reinforced,
Manufuring rolls bituminous sheet material for use as an
Locative#2
underlayment in sloped roof assemblies.
- Designed as an ice&rain shield_
to 36"x 65' ASTM D 1970 Embedded sand surfaced modified,fiberglass
Manufuring rolls reinforced,bituminous sheet material for use as an
Locative#2 underlaymerif in sloped roof assemblies.
Designed as an ice&rain shield.
Diamond.DecW" 48"x 250' ASTM D 226 Synthetic,scrimreinforced underlayment for use
Manufuring rolls Type H under shake,shingles,slate or metal roofing
Location#3&4
MetaLaymenir 39 3/s"x 61' ASTM D 1970 A film.surfaced,self-adhering underlayment for
Manufuring rolls use under metal roofing
Location 91
Black Diamond"` 39'/&",x 68'7" ASTM D 1970 .Granular surfaced modified,fiberglass reinforced,
Base Sheet rolls bituminous sheet material for use as an
msfuring underlayment in.sloped roof assemblies_
Ma
_soca fz ig#Z Designed as-a m ice&rain shield_Not for use as---
an Anchor Sheet.Direct adhesion to Wood deck
not permitted in the HVHZ.
NOANo.: 17-0306.07
renraoaoecouErnr Expiration Date: IIf?V19
Approval Date: OT/ 18
Page 2 of 9
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
Test Product
Product Dimensions
Specification Description
Flintlastic GTA 30/8" x 32' 10" ASTM D 6222 Granule surfaced APP Modified Bitumen
Manufuring rolls Grade G membrane with non-woven polyester mat
Location 41 Type I reinforcement for torch application.,
All Weather/Empire 391/8"x65' 10" ASTM D 4601 Asphalt coated fiberglass reinforced base sheet.
Base Sheet rolls Type H
Manufuring
Location #1
Flintlastic GMS 39-'/8"x 32'10" ASTM D 6164 Granule surfaced SBS Modified Bitumen
Manufuring rolls Grade G membrane with non-woven polyester mat
Location #1 Type I reinforcement for mop application.
Flintlastic SA Cap 39 3/s"x 33'11" TAS 103 Polyester reinforced, self-adhering SBS modified
Manufacturing rolls bitumen cap sheet.
Location #1
Roofers' Select 36"x 144 rolls ASTM D226 An asphalt-impregnated, organic felt reinforced
Manufacturing Type I with glass fibers,roofing underlayment.
Location #S
ent r use
Synthetic, scrim reinforced underla
RoofRunner 48 x 250 rolls ASTM.D226 y yin fo
Manufacturing Type II under asphalt shingles.
Location 96
MANUFACTURING LOCATION:
1. Little Rock,AR.
2. Shakopee, MN
3. Hangzhou, China
4. Silvassa, India
5. Shreveport, LA
6. Vapi, India
NOA No.: 17-0306.07
JAPPreae�Ean ROVED 1 TY Expiration Date: 11/24/19
, Approval Date: 07/26/18
Page 3 of-9
EVIDENCE SUBMITTED:
Test Mency Test Identifier Test Name/Report Date
Momentum Technologies,Inc. AX31G8G ASTM D6222 06/05/09
TrinitylERD 3530.12.05-1-R1 ASTM D1623 10/05/09
C30280.12.09-R2 ASTM D226 12/11/09
C32240.03.10 ASTM D4977 03/04/10
C30890.03.10-1 ASTM D1970 03/17/10
C3500.04.10 TAS 103 04/01/10
C31860.05.10 ASTM D1623 05/18/10
C40050.09.12-2 ASTM D 1970 09/28/12
C31410.10.10-R1 ASTM D5147. ASTM D4798 11/02/12
C45240.01.14-1 ASTM D1970,TAS 110 01/15/14
C32930.01.11-R2 ASTM D1623. 01/20/14
C45240.01.14-2 TAS 103,TAS 110 01/24/14
CTR-SC11145.16-3A ASTM D4601 09/19/16
CTR-SC 11415.11.16 TAS 103 11/28/16
CTR-SCI 1505.12.16 ASTM D1623 12/22/16
ACT-SC 14110.'06.17-1 ASTM D 226 06/29/17
PRI Construction Materials CTC-093-02-01 ASTM D6164,ASTM D4798 08/09/11
Technologies,LLC CTC-163-02-01 ASTM D6757,ASTM D226, 05/09/13
ASTM D4869
InterTek Testing Services Ltd. 10103165000Q-002C ASTM D226 08/13/13
101227796COQ-003C ASTM D4798 08/13/13
10103165000Q-005C ASTM D4869 08/13/13
QAI Laboratories RJ3334-2 ASTM D226 07/07/14
RJ3502-1 ASTM E108 09/29/14
NOA No.: 17-0306.07
�'g��ECTY Expiration Date: 11/24/19
—1 APPROVED 1— Approval Date: 07/26/18
Page 4 of 9
7
APPROVED ASSEMBLIES:
Deck Type 1: Wood,Non-insulated
Deck Description: 19/32" or greater plywood or wood plank
System E(1): Anchor sheet mechanically fastened to deck.
Anchor Sheet: (4:12 or Above) One or more plies of Diamond Deck with a minimum 4"headlap and a 6"end
lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the side lap edge
and in a grid pattern spaced 12" o.c. in the field of the roll.
(2:12 to<4:12) One or more plies of Diamond Deck,with a minimum 20"headlap and a 12"
end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the side lap
edge and in a grid pattern spaced 12" o.c. in the field of the roll.Vertical joints should be offset
36"minimum.
Surfacing: Shall be acceptable for use in approved asphaltic shingles,wood shakes, &shingles,quarry
slate, and metal roof applications. Must Comply with applicable Roofing Application Standards
and Building Codes
Deck Type 1: Wood,Non-insulated
Deck Description: 19/32" or greater plywood or wood plank
System E(2): Anchor sheet mechanically fastened to deck.
Anchor Sheet: (4:12 or Above) a single layer of RoofRunner shall be applied with printed side up, parallel to
the eaves, overlapping each course with a minimum 3" headlap and a 6"end lap mechanically
fastened to deck with approved nails and tin caps 6"o.c. at the side lap edge and spaced 15"o.c.
vertically and 12" o.c. horizontally in the field of the roll.
Surfacing: Shall be acceptable for use in approved asphaltic shingle applications. Must Comply with
applicable Roofing Application Standards and Building Codes
NOA No.: 17-0306.07
�cou[�rxY Expiration Date: 11/24/19
Approval Date: 07/26/18
Page 5 of 9
Deck Type 1: Wood,Non-insulated
Deck Description: t9/32"or greater plywood or wood plank
System E(3): Anchor sheet mechanically fastened to deck.
Anchor Sheet: (4:12 or Above)Two plies of Roofers'Select with a minimum 2"headcap and a Fend lap
mechanically fastened to deck with approved nails and tin caps 6"o.c.at the side lap edge and
in.a grid pattem spaced 12"o.c.in the field of the roll.
(2:12 to<4:12)Two plies of Roofers'Select with a minimum 19"headlap and a 12"end lap
mechanically fastened to deck with approved nails and tin caps 6"o.c.at the side lap edge and
in a grid pattern spaced 12"o.c.in the field of the roll. Vertical joints should be offset 72"
minimum.
Surfacing: Shall be acceptable for use in approved asphaltic shingle applications.Must Comply with
applicable Roofing Application Standards and Budding Codes
MUMM
�. E[41i: r - -��ntbrauher6ds
ate or-' T
�j_
.ef4
$lisppl�ga' C 3�If �'y. � Asn
Ma
Bni ngfiY -
NOA No.: 17-030607
PMMO ECOUNTYFapnation Date: 11/24!19
Approval Date: 07/26!18
Page 6 of 9
Y
Deck Type 1: Wood,Non-insulated .
Deck Description: 19/32" or greater plywood or wood plank
System E(5): Anchor sheet mechanically fastened to deck,membrane adhered.
Anchor Sheet: One ply of ASTM D 226 Type 11 organic felt or All Weather/Empire Base mechanically
attached with a minimum 4" side lap and a minimum 6"end lap.Anchor sheet shall be applied
at a right angle(900)to the slope of the deck with approved annular ring shank nails and tin
caps at a fastener spacing of 6" o.c. at the side lap edge and in a grid pattern spaced 12" o.c. in
the field of the roll of the base sheet.
Ply Sheet: (Optional)One or more plies of an ASTM D226 ply sheet adhered in a full mopping of
approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.
Membrane: One ply of Flintlastic GMS adhered in a full mopping of Type IV asphalt applied within the
EVT range and at a rate of 20-40 lbs./sq. or Flintlastic GTA torch applied to the preceding sheet
or Flintlastic SA Cap, self-adhering membranes adhered to the preceding sheet with a minimum
4"side lap and 6"end lap.Place the first course of membrane parallel to the eave,rolling the
membrane to obtain maximum contact. Remove the release membrane as the membrane is
applied. Vertical strapping of the membrane is acceptable. If membrane is strapped,then
anchor sheet and ply sheet must also be strapped.
When used in Tile roof systems the cap sheet shall be back nailed to deck with approved
annular ring shank nails and tin caps at a maximum of 12"o.c. at the side laps and 6" o.c. at the
end laps. No nails or tin caps shall be exposed.
Surfacing: •Flintlastic SA Cap,Flintlastic GTA and Flintlastic GMS may be used with any approved roof
tile system mechanically fastened as specified in their current NOA.
•Flintlastic SA Cap,Flintlastic GTA and Flintlastic GMS may be used with any approved roof
tile system adhered as specified in their current NOA using any foam adhesive listed and
having a current tile adhesive NOA approval.
Must comply with appropriate Roofing Application Standard RAS 118, RAS 119, RAS 120 and
applicable Building Codes.
LABELING:
All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city,
state and the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County
Product Control Seal as shown below.
MM40OIMCCOubrrY
NOA No.: 17-0306.07
CFMQUAUM4M3 DECOXJPrTY Expiration Date: 11/24/19
Approval Date: 07/26/18
Page 7 of 9
BUILDING PERMIT REQUIREMENTS:
Application for building permit shall be accompanied by copies of the following:
1. This Notice of Acceptance.
2. Any other documents required by the Building Official or applicable building code in order to properly evaluate
the installation of this material.
LIMITATIONS:
1. Fire classification is not part of this acceptance.
2. CertainTeed underlayment roofing systems utilizing Flintlastic GTA, WinterGuard HT, WinterGuard Granular,
WinterGuard Sand, DiamondDeck, MetaLayment or Black Diamond Base Sheet as a cap membrane shall be
acceptable for use in asphaltic shingles, wood shakes, & shingles, quarry slate, and metal roof applications.
CertainTeed underlayment roofing systems utilizing RoofRunner or Roofers' Select shall be acceptable for use in
asphaltic shingles.
3. CertainTeed underlayment roofing systems utilizing Flintlastic SA Cap, Flintlastic GTA or Flintlastic GMS as a
cap membrane shall be acceptable for use in foam adhesive set and mechanically fastened roof tile systems as
specified in the surfacing option of the approved assemblies.
4. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in .compliance with
applicable building code. CertainTeed underlayment roofing systems shall be installed in strict compliance with
applicable Building Code.
5. CertainTeed underlayment roofing systems membranes shall be applied to a smooth, clean and dry surface with
deck free of irregularities.
6. CertainTeed underlayment roofing systems membranes shall not be'applied over an existing roof membrane as a
recover system but may be applied over an approved roofing Base/Anchor sheet underlayment.
7. WinterGuard HT, WinterGuard Granular, WinterGuard Sand, Black Diamond Base Sheet, Flintlastic SA Cap,
MetaLayment, Diamond Deck, Flintlastic GMS, and Flintlastic GTA shall not be left exposed as a temporary roof
for longer than 180 days of application. RoofRunner and Roofers' Select shall not be left exposed as a temporary
roof for longer than 30 days after application.
8. CertainTeed underlayment products may be used with any approved roof covering Notice of Acceptance listing
CertainTeed underlayment products as a component part of an assembly in the Notice of Acceptance. If
CertainTeed underlayment products are not listed, a request may be made to the Authority Having Jurisdiction
(AHJ) or Miami-Dade County Product Control for approval provided that appropriate documentation is provided
to detail compatibility of the products,wind uplift resistance, and fire testing results.
9. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels. Sweep
the deck thoroughly to remove any dust and debris prior to application.
10. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane
from the center outward in both directions.
11. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to
overlap areas.
12. Flash vent-pipes, stacks,:chimneys and penetrations in compliance with--Roof Assembly current Product Control
Notice of Acceptance and applicable Building Code.
NOA No.: 17-0306.07
rw�o�e�nEcou�rrY Expiration Date: 11/24/19
APPROVED
Approval Date: 07/26/18
Page 8 of 9
13. The maximum roof slope for use as roof the underlayment for direct-to-deck the assemblies shall be as follows:
(Limitations noted below are a result of the tile stacking/tile loading performance and do not reflect to that of the
underlayment. See Table Below)
Tile Profile Flintlastic GMS1 Flintlastic SA Cap' Flintlastic GTA'
Flat Tile 4:12 6:12 6:12
Profiled Tile 4:12 5:12 6:12
'The following is applicable to all systems using and Flintlastic GMS:
*Slopes greater than 4:12—Horizontal batten strips are required. Stage tiles touching horizontal battens; a
maximum of 10 tiles shall be stacked parallel to the slope(See Figure 2 below).
'The following is applicable to all systems using Flintlastic SA Cap:
*Slopes up to 5:12,Profiled Tile—Stage by placing two tiles perpendicular to the slope followed by maximum
. four tiles on top parallel to the slope for a total of 6 tiles. (Illustrated in Figure 1 below).
*Slopes greater than those shown in the above table—Horizontal batten strips are required. Stage tiles touching
horizontal battens; a maximum of 10 tiles shall be stacked parallel to the slope(See Figure 2 below).
'The following is applicable to all systems using Flintlastic GTA:
*Tiles shall be stored on battens on roof pitches greater than 6:12".
Slope Slope
Side View
Figure 2: Batten Method
Front View Front
Figure I Staged Method, -View---
Figure 2: Batten Method
END OF THIS ACCEPTANCE
NOA No.: 17-0306.07
Expiration Date: 11/24/19
Approval Date: .07/26/18
Page 9 of 9