HomeMy WebLinkAboutEngineeringDATE: 10/09/17
ENGINEERING & TESTING, INC.
Phone: (866) 781_-6889 •Fax: (866) 784-8550
www.flolioaengineei-ingandtesting.com
250 S.W.13`h Avenue
Pompano Beach, FL 33069
JOB ORDER #: 17-3277
CLIENT: Vital Roofing
ADDRESS: 320 N.E. 36th Street Oakland Park, FL 33334
PROJECT: S2SH4U, LLC Flat Wood Roof Deck
ADDRESS: 2678 Niagara,Avenue Fort Pierce, Florida 34946
FBC 2014/ASCE 7-10 DESIGN PRESSURE CALCULATIONS
Proiect Information:
Height = 10' Exposure: C Basic/Ultimate Wind Speed: V,,It=170 mph
Length = 18' Category: II Nominal Wind Speed: Vasa=Vult*40.6
Width = 18' Slope: < 7° (asd = allowable strength design)
Parapet Wall: N/A Residential KZ = 0.85, Kzt = 1.0, Kd = 0.85
Design Calculations:
Velocity Pressure: q = 0.00256*KZKztKdV2
Velocity Pressure (,,It): q=0.00256(0.85)(1.0)(0.85)(170)2 = 53.45 psf
Velocity Pressure (asd): q=0.00256(0.85)(1.0)(0.85)(170*40.6)2 = 32.07 psf
Width of Pressure Coefficient: 0.1(18') = 1.8'
0.4(10') = 4.0' ) use: 3'0"
Effective Wind Area: <10f 2
For parapet height three feet (T) or larger, zone three (3) shall be treated as zone two (2).
External Pressure Coefficient:
1)
GCP1 =
-1.0
2)
GCP2 =
-1.8
3)
GCP3 =
-2.8
Internal Pressure Coefficient:
1)
GCPi = 0.18
0-14 `*z&
Quality ' `t�\�1� �/ ✓lssurance
&19
Page 2, 10/09/17, Job OL- #17-3277
Vital Roofing PILO A
S2SH4U, LLC - Flat Wood Roof Deck
2678 Niagara Avenue; Fort Pierce, Florida 34946:
Design Pressures Based on Vasd:
1) Field
P1 = 32.07*[(-1.0) —
(0.18)]
= -37.8 psf
2) Perimeter
P2 = 32.07*[(-1.8) —
(0.18)]
= -63.5 psf
3) Corners
P3 = 32.07*[(-2.8) —
(0.18)]
= -95.6 psf
Attachment Requirements Per RAS-117:
Based on the requirements of N.O.A. #16-0413.06, pg 14 of 15, System Type E, Option #
2, with a maximum design pressure of-52.5psf; the following are our recommended
fastening patterns to attach the proposed minimum two plies of PermaPly or Ventsulation
base sheet to the 19/32" or greater plywood or wood plank deck utilizing approved
Ultrafast Fasteners and Metal Plates:
Field: 9" o.c. @ 4" laps and 2 staggered rows 12" o.c.
Perimeter: 9" o.c. @ 4" laps and 3 staggered rows 9" o.c.
Corners: 9" o.c. @ 4" laps and 4 staggered rows 9" o.c.
Notes: Corners and perimeter area dimension shall not be less than a = 3'0"
Contractor to verify that the fastening patterns meet manufacturer's
requirements for issuance of a warranty (as applicable).
All work shall be in compliance with the local building code product
control notice of acceptance and manufacturer specifications and Florida
Building Code 2014 Edition.
Wind load calculations based on ASCE 7-10, FBC 2014 and information
provided by client. Client is responsible for verifying existing/proposed
conditions/decks as it pertains to the above provided product approval.
All work shall be inspected by our field engineer (or authorized
representative) or a building department inspector to verify compliance
with specifications.
``O�i 111 l %®j�®
Sincerely, �v� ���� .,�; 6�f
�� ,
a 0 9e
Mark A. Me s,',P.E8T,q� or
Florida Engine�r •Nesting, Ind,4
Florida Reg. T O ORIDA, -��-e
i �
Certificate of Auth " tbk � �6�23
Membrane Type: APP
Deck Type 1: Wood, Non -Insulated
Deck Description: 1962" or greater plywood or wood plank
System Type E: .Base sheet mechanically fastened.
All General and System limitations apply.
Base Sheet:
(Option #1) Minimum two plies of PermaPly 28 or Ventsulation simultaneously
fastened to the dcckJawed 4" and fastened with approved roofing nails and tin
s .c. at the lap and two rows s aggere m t e center " o.c.
(Option #2) Minimum two plies of PermaPly 28 or Ventsulation simultaneously
fastened to the deck with Ultrafast Fasteners and Metal Plates spaced 9" o.c. in a
4" lap and 12" o.c. in two staggered rows in the center of the sheet.
Ply Sheet:
p �o or more plies of JM APP Banc or a iea we ed to base
sheet while maintaining 4" side laps and 6" end laps.
Membrane:
One or more plies of APPeX 4.5M or.APPeX 4.5M FR heat welded while
maintaining 4" side laps and 6" end laps.
Surfacing:
(Optional) Install one of the following for all systems that do not achieve
acceptable fire ratings through the use of FR membrane sheets. Any coating, listed
below, used as a surfacing, must be listed within a current NOA.
1. 400 lb./sq. gravel or 300 lb./sq. slag in a flood coat of approved mopping asphalt at
a rate of 60 lb./sq.
2. Karnak 97, Karnak 97 AF, Monsey Premium Long Life Aluminum Roof Coating
Asbestos Free or Monsey Prograde Aluminum, Grundy AL MB aluminum coating
at a rate of 1-1/2 gal./sq. Monsey Aquabrite, Gardner asphalt emulsion, APOC
Sunbright 400 or Henry 229 Aluminum Emulsion at 2'/2 gal./sq. or APOC 212
Aluminum Roof Coating at 3 gal./sq.
3. Grundy 20 F asphalt emulsion, Endure Asphalti Emulsion, APOC 302 or 302 AF
applied at 2'/2 gal./sq. with optional. 60 lbs./sq. of roofing granules embedded in
wet coating.
Maximum Design
Pressure:
—52.5 psf. (See General Limitation #7.)
NOA No.: 16-0413.06
Expiration Date: 06/14/21
Approval Date: 06/02/16
Page 14 of 15
WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor
sheet.
GENERAL LIMITATIONS:
1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials
Directory for fire ratings of this product.
2. insulation may be installed in multiple layers. The first layer shall be attached in compliance with
Product Control Approval guidelines. All other layers shall be adhered in a full mopping of
approved asphalt applied within the EVT range and at a rate of. 2040 lbs./sq., or mechanically
attached using the fastening pattern of the top layer
3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved
asphalt, panel size shall be 4' x 4' maximum.
4. An overlay and/or recovery board insulation panel is required on all applications over closed cell
foam insulations when the base sheet is fully mopped. if no recovery board is used the base sheet
shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip
mopped 8" ribbons in three rows, one'at each side lap and one down the center of the sheet allowing
a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be
placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall
be at a minimum rate of 12 lbs./sq.
Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf.
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of
275 ibf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value,
as field-tested, are below 275 lbf. insulation attachment shall not be acceptable.
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based
on a minimum fastener resistance value in conjunction with the maximum design value listed within
a specific system. Should the .fastener resistance be less than that required, as determined by the
Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered
Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing
shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and
calculations in compliance with Roofing Application. Standard RAS 117.
7. Perimeter and corner areas shall comply with the enhanced. uplift pressure requirements of these
areas. Fastener densities shall be increased for both insulation and base sheet as calculated in
compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed
by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant
(When this limitation is specifically referred within this NOA, General Limitation #9 will not
be applicable.)
8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs
shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements.
9. The maximum designed pressure limitation listed 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).
(When this limitation is specifically referred within this NOA, General Limitation #7 will not
be applicable.)
10. 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.
END OF THIS ACCEPTANCE
NOA No.: 16-0413.06
MIAMI•DADECOUMY Expiration Date: 06/14/21
Approval Date: 06/02/16
Page 1.5 of 15
MIAMNGADE MIAMI-DADS COUNTY
UNUM PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE: ADMINISTRATION DIVISION T (786)315-2590 F (786) 31525-99
NOTICE OF ACCEPTANCE (NOA) www,miamidade.eov/cconomv
Johns Manville Corporation
717 17th Street
Denver, CO 80202
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of constriction
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: Johns Manville APP Modified Bitumen Roofing Systems Over Wood Decks.
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, 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 renews and revises NOA No. 13-0529.02 and consists of pages 1 through 15.
The submitted documentation was reviewed by Jorge L. Acebo.
APPR4YED
NOA No.: 16-0413.06
Expiration Date: 06/14/21
Approval Date: 06102/1.6
Page 1 of 15
ROOFING SYSTEM APPROVAL
Category:,
Roofing
Sub -Category:
Modified Bitumen
Materials:
APP/SBS
Deck Type:
Wood
Maximum Design Pressure:
-82.5 psf.
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLET
Product
JM APP Base
APPeX 4S
APPeX 4.5M
APPeX 4.5M FR
Tricor M FR
Tricor M FR CR
Tricor S
PeimaPly 28
Ventsulation
G1asBase Plus
DynaFast 180 S
DynaFast 180 HW
DynaFast 250 HW
Test
Dimensions Specification
39-3/8" x 48' 10" ASTM D6509
39-3/8" x 32' 10" ' ASTM D6222
Type I Grade S
39-3/8" x 32' 10" ASTM D6222
Type I Grade G
39-3/8" x 32' 10" ASTM D6222
Type I Grade G
39-3/8" x 34' l" ASTM D6223
39-3/8" x 34' 1"
ASTM D6223
39-3/8" x 32' 10"
ASTM..D6223
36" x 106'
ASTM D4601
36" x 36'
ASTM D4897
Type II
36" x 106' ASTM D4601
39-3/8" x 49'2" ASTM D6164
39-3/8" x 49'2" ASTM D6164
39-3/8" x 32' 10" ASTM D6164
Product
Description
APP modified asphalt, fiberglass
reinforced, smooth surfaced base sheet.
APP modified asphalt, polyester reinforced,
smooth surfaced membrane for use as a
Base and/or Ply Sheet only.
APP modified asphalt, polyester reinforced,
mineral surfaced membrane.
APP modified asphalt, polyester reinforced,
fire -retardant, mineral surfaced membrane.
APP modified asphalt, polyester / glass
reinforced, granule surfaced membrane.
APP modified asphalt, polyester / glass
reinforced, coated granule surfaced
membrane.
APP modified asphalt, polyester / glass
reinforced, smooth surfaced membrane for
use as a Base and/or Ply Sheet only.
Type II asphalt impregnated and coated
glass fiber base sheet.
Heavy duty fiber glass base sheet
impregnated and coated on both sides with
asphalt with or without fine mineral
stabilizer.
Type If SBS and asphalt blend impregnated
and coated glass fiber base sheet with fine
mineral stabilizer.
SBS modified asphalt, polyester reinforced,
smooth surfaced sheet.
SBS modified asphalt, polyester reinforced,
smooth surfaced sheet.
SBS modified asphalt, polyester reinforced,
smooth surfaced base sheet.
NOA No.: 16-0413.06
Expiration Date: 06/14/21
Approval Date: 06/02/16
Page 2 of 15
Test Product
Product Dimensions Specification Description
DynaWeld 250 S 39-3/8" x 32' 10" . ASTM D6164 SBS modified asphalt, polyester reinforced,
Type lI Grade S smooth surfaced sheet.
APPROVED INSULATIONS:
TABLE 2
Product Name
Product Description
Manufacturer
('With Current NOA)
ENRGY 3, ENRGY 3 25 PSI,
Polyisocyanurate Insulation.
Johns Manville
ValuTherm, ValuTherm 25 PSI,
R-Panel, R-Panel 25 PSI
ENRGY 3 AGF,
Polyisocyanurate Insulation with glass
Johns Manville
ENRGY 3 AGF 25 PSI,
reinforced facers.
ENRGY 3 CGF,
ENRGY 3 CGF 25 PSI,
ValuTherm AGF,
ValuTherm AGF 25 PSI,
ValuTherm CGF,
ValuTherm CGF 25 PSI
ENRGY 3 FR,
Polyisocyanurate Insulation with inorganic
Johns Manville
ENRGY 3 FR 25 PSI
coated glass reinforced facers; bottom face
is premium coated for combustible decks.
Fesco Foam, DuraFoam
Polyisocyanurate Insulation with perlite
Johns Manville
facer.
.Retro-Fit Board, DuraBoard
High -density perlite roof insulation.
Johns Manville
Fesco Board
Rigid perlite roof insulation board.
Johns Manville
Structodek" High Density Fiber
High Density Fiber Board.
Blue Ridge Fiberboard,
Board Roof Insulation
Inc.
NOA No.: 16-0413.06
ta"i•waae COUNTY Expiration Date: 06/14/21
Approval Date: 06/02/16
Page 3 of 15
APPROVED FASTENERS:
TABLE 3
Fastener
Product
Product
Manufacturer
Number
Name
Description
Dimensions
(With Current
NOA)
1.
UltraFast Fasteners
Insulation fastener for wood
412 x 8" max.
Johns Manville
and steel.
Length,
#3 Phillips head
2.
U1traFast 3" Round Metal
Galvalume AZ55 steel plate
3" round &
Johns Manville
Plate or Square Recessed
3" square
Metal Plate
3.
All Purpose Fastener
Insulation fastener for
#14 x 24" max.
Johns Manville
wood, concrete and steel.
#3Phillips head
4.
High Load Fastener
Membrane fastener
#15 x 14" max.
Johns Manville
#3Phillips head
5.
High Load Plates
Seam plate with reinforcing
2-3/8" round
Johns Manville
ribs and eyehooks
steel plate
6.
Polymer Membrane Batten
Plastic membrane batten
1" x 250'
OMG, Inc.
strips.
7.
High Load LH
4.15 Large Head fastener for
#15 x 14" max.
OMG, Inc.
steel, wood, or concrete
Oversize
#3Phillips head
8.
APB Plates
Steel Seam plate with
2" round
Johns Manville
reinforcing ribs and barbs.
9.
Trufast. Deep Well Coiled
Galvalume coated steel
1" x 100' coil
Altenloh, Brink &
Batten Bar
membrane batten.
Co. U.S., Inc.
NOA No.: 16-0413.06
Expiration Date: 06/14/21
Approval Date: 06/02/16
Page 4 of 15
EVIDENCE SUBMITTED:
Test A2encv
Test Identifier
Description
Date
Factory Mutual Research Corp.
J.I.OXOA9.AM
4470
03/25/94
J.1. OW6A2.AM
4470
02/05/93
J.I.OX7A4.AM
4470
08/26/93
J.1.3001482
4470
08/11/98
J.I.3002823
4470
04/01 /99
J.1.3003468
4450
02/02/00
J.1. 3007148
4470
04/19/00
3009499
4470
04/04/01
3011248
4450
11/01/02
3012974
4470
06/03/02
3037540
4450
10/20/10
UL, LLC.
R10167
UL 790
05/27/13
Exterior Research & Design, LLC
#4361-2.04.97-1
TAS 114(J)
04/15/97
10390A.12.97-1
TAS 114(J)
12/15/97
10390A.1.0.97-1
TAS 1.1.4(J)
10/15/97
10391.01.03
TAS 114(J)
01/29/03
Trinity ( ERD
J45020.05.13-1
TAS 114(C)
05/16/.13
PRI. Construction Materials, LLC
JMC-053-02-01
ASTM. D5147/136222
05/01/13
JMC-054-02-01
ASTM D5147/136223
06/04/12
JMC-055-02-01
ASTM D6509
05/29/12
JMC-070-02-01
ASTM D2178 TYPE IV
04/17/12
JMC-071-02-01
ASTM D2178 TYPE VI
04/17/12
JMC-072-02-02
ASTM D4601
06/04/12
J.MC-074-02-01
ASTM D4897
04/17/12
JMC-075-02-04.2
ASTM D6164
12/27/ 13
JMC-093-02-01
ASTM D4601
08/02/12
JMC-113-02-01
ASTM D6164
04/19/13
JMC-106-02-01
ASTM D6164
04/15/13
JMC-107-02-01. Rev 4
ASTM D903/D1876/D5147
1.1/01/13
TAS 117(B) & 117(A)
TAS 114(C)
JMC-118-02-02
TAS 114(J)
04/19/13
JMC-126-02-01
TAS 114(J)
04/17/13
JM.C-141-02-01
TAS 114(J)
04/18/13
JMC-167-02-01
TAS 114(C)
08/05/13
NOA No.: 16-0413.06
CMLAM�I-DADEC Expiration Date: 06/14/21
Approval Date: 06/02/16
Page 5 of 15
6/16/2016
TGFU.R10167- Roofing Systems
3 Deck: C-15/32 Incline: 1/2
Insulation (Optional): — One or more layers 1/2 in. "Petro -Fit", "Fesco" or "DuraBoard", "Fesco-Foam", "Fiber -Glass Roof
Insulation" or 2 in. min thickness of "ENRGY 30" insulation, mechanically fastened or adhered with "MBR Cold Application Adhesive".
All insulation joints offset from plywood deck joints, 6 in. min.
Base Sheet: — Two plies Type G2, "PermaPly 28", "GlasBase" or "DibiGlass Base", mechanically fastened or hot mopped.
Membrane: — "APPex 4.5M FR", "Dibiten Poly 4.5 FR", (modified bitumen), heat welded.
39. Deck: NC
Incline: 1/2
Insulation: — "ENRGY 30" insulation, 2.3 in. thick, mechanically fastened.
Insulation: — 1/2 in. "Retro-Fit Board", mechanically fastened.
Ply Sheet: — Two or more plies "GlasPly 4IV", hot mopped.
Membrane: — One or more plies "APPex 4.5 M", heat applied.
Coating: — Karnak "#97", 1-1/2 gal/sq.
40. Deck: NC
Incline: 1/2
Base Sheet: — One ply "Ventsulation", hot mopped.
Insulation: — "ENRGY 30" insulation, 3 in. thick, mechanically fastened.
Insulation: — 1/2 in. "Retro-Fit Board", mechanically fastened.
Ply Sheet: — Two or more plies "GlasPly 4IV", hot mopped.
Base Sheet: — " JM APP Base", heat applied.
Membrane: — One or more plies "APPex 4.5M FR", "Dibiten Poly 4.5 FR", heat applied,
41. Deck: C-15/32
Incline: 1/2
Insulation: — One or more layers 3/4 in. min. "DuraBoard", over (optional) "Fesco", any thickness, mechanically fastened. All
insulation joints offset from plywood deck joints, 6 in. min.
Base Sheet: — One or more plies "APPeX 4S", heat welded, or Type G2, "PermaPly 28", "GlasBase" or "DibiGlass Base", mechanically
fastened or hot mopped.
Membrane: — "APPex 4.5M FIR", "Dibiten. Poly 4,5 FR", (modified bitumen), heat welded.
42. Deck: C-15/32
Incline: 1/2
Base Sheet: — One or more plies "JM BaseGrip SD/SA", self -adhered, or Type G2, "PermaPly 28", mechanically fastened.
Insulation (Optional): — One or more layers, any thickness, "Fesco" or "Duraboard", "Fesco-Foam", "ENRGY 30" or any UL
Classified polyisocyanurate insulation, in combination (optional) with 1/2 in. "Retro-Fit" cover board, mechanically fastened or hot
mopped.
Base Sheet: — "DynaGrip Base SD/SA", "JM CleanBond SD/SA" or "JM BaseGrip SD/SA", self -adhered.
Membrane: — "APPeX 4.5M FR", "Dibiten Poly 4.5 FR", (modified bitumen), heat welded.
43. Deck: C-15/32
Incline: 1/2
Barrier Board: — Min. 1/4 in. thick United Stated Gypsum Co. SECUROCKO Gypsum -Fiber Roof Board (Type FRX-G), mechanically
fastened or fully adhered.
Insulation (Optional): — One or more layers, any thickness, "Fesco" or "Duraboard", "Fesco-Foam", "ENRGY 30" or any UL
Classified polyisocyanurate insulation, in combination (optional) with 1/2 in. "Retro-Fit" cover board, mechanically fastened or hot
mopped.
Base Sheet: — "DynaGrip Base SD/SA", "JM CleanBond SD/SA" or "JM BaseGrip SD/SA", self -adhered.
Membrane: — "APPeX 4.5M FR", "Dibiten Poly 4.5 FR", (modified bitumen), heat welded.
44. Deck: NC
Incline: 1/2
Base Sheet: — "JM APP Base Plus", mechanically fastened.
Insulation: — One or more layers, any thickness, "Fesco" or "Duraboard", "Fesco-Foam", "ENRGY 30" or any UL Classified
polyisocyanurate insulation, in combination (optional) with 1/2 in. "Retro-Fit" cover board, mechanically fastened or hot mopped.
Barrier Board: — Min. 1/4 in. thick United Stated Gypsum Co. SECUROCKO Gypsum -Fiber Roof Board (Type FRX-G), mechanically
fastened or fully adhered.
Base Sheet: — "Tricor S", heat welded.
Membrane: — "Tricor M FR", heat welded.
45. Deck: NC
Incline: 1/2
Insulation (Optional): — One or more layers, any thickness, "Fesco" or "Duraboard", "Fesco-Foam", "ENRGY 30" or any UL
Classified polyisocyanurate insulation, in combination (optional) with 1/2 in. "Retro-Fit" cover board, mechanically fastened or hot
mopped.
Base Sheet: — "DynaGrip Base SD/SA", "JM CleanBond SD/SA" or "JM BaseGrip SD/SA", self -adhered.
Membrane: — "APPeX 4.5M FR", "Dibiten Poly 4.5 FIR", (modified bitumen), heat welded.
1. Deck: C-15/32
Class B
Incline: 1/4
Insulation: — "Fiber Glass Roof Insulation", 1-1/2 in. or any UL Classified glass fiber, 1-1/2 in.
Base Sheet: — Type G2, "GlasBase".
Membrane: — "APPeX 4S", "APPeX 4.5M", "Roof Defender APP Cap Sheet", "APPeX 4.5M FR", "Bicor S", "Tricor S", "APPex 55",
"APPeX 180", "Dibiten Poly/4", "Dibiten Poly/5", "Dibiten Poly/4.5 Granular", "Dibiten Poly 4.5 FR".
Surfacing: — Karnak "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating" or "Karnak No. 97 AF Aluminum Roof Coating" at 2
gal/sq.
http://database.ui.com/cgi-bin/XYI//templatelUSEXTI1FRAM Elshowpage.html?name=TGFU.R 10167&ccnshorttitie=Roofing+Systems&objid=1074352094&c... 33159
�
MIAMi-DADECOtiNTY
MIA1"'tl'
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC; RESOURCES (RER)
Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION •
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA)
www.utiamid.tde.sov/ccononry
GAF
1 Campus Drive
Parsippany, NJ 07054
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 (AIIJ).
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 nktterial 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 lone of the Florida Building Code.
DESCRIPTION: GAF Timberline HY11, Timberline Natural Shadow', Timberline' American Harvest'', and
FortitudCm Shingles
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, advertising or any other purposes shall automatically tenninatc 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 renews and revises NOA # 14-1022.20 and consists of pages 1 through 6.
The submitted documentation was reviewed by Alex Tigera.
MIAMIDADE
APPROVER
NOA No.: 16-0811.11
Expiration Date: 02/21/22
Approval Date: 02/09/17
Page 1 of 6
r—�
ROOFING ASSEMBLY APPROVAL
Category:
hoofing
Sub -Category:
Asphalt Shingles
Materials:
Laminate
Deck Type:
Wood
SCOPE
']'his approves GAF Timberline I:LD`"', Timberlines Natural Shadow', Timberline American' Harvest'', and
Fortitude''" Shingles as manufactured by GAF as described in this Notice of Acceptance.
PRODUCT .DESCRIPTION
Product
Dimensions
Test
Product Description
Specifications
GAF Timberline HD*
13 '14"x 39'/8"
TAS 110
Fiberglass reinforced heavy weight asphalt
lWanaafcacturing
roof shingle, with a laminate profile
Locations #1, 2, 3, 4, 5, 6, 7
GAF Timberline Natural
13 '/.i' x 39 Yx"
TAS 110
Fiberglass reinforced heavy weight asphalt
Shadow*
roof shingle, with a laminate profile
Manufacturing
Locations #1, 2, 3, 4, 5, 6, 7
GAF Timberline'k� American
13 '/a " x 39 ;/s
TAS 110
Fiberglass reinforced heavy weight asphalt
Harvest')
roof shingle, with a laminate profile
MantrfactIIring-
Locations #2, 4, 5, 6
GAF Fortitude's"'
13 '/4" x 39 3/8"
TAS 110
Fiberglass reinforced heavy weight asphalt
Alanuf teturing
roof shingle, with a laminate profile
Locations #1, 4
MANUFACTURING LOCATION
1. Tampa, FL
2. Michigan City. IN
3. Baltimore, MD
4. Myerstowli, PA
5. I.nnis, 'I'X
6. "Tuscaloosa, Al.
7. Dallas, TX
NOA No.: 16-0811.11
MIAMI-DADE COUNITYM Expiration Date: 02/21/22
Approval Date: 02/09/17
Page 2 of 6
EVIDENCE SUBMITTED
Test Aeency
Test Identifier
Test Name/Report
Date
Underwriters Lahoratories,LLC
ASTM D3462
4787344101
07/25/16
Underwriters Laboratories, inc.
ASTM D3462
I ICA48924
10/24/11
Underwriters Laboratories, Inc
ASTM D3462
IOCA21994
04/22/11
Underwriters Laboratories, inc
ASTM D3462
1OCA28717
07/26/1 1
Underwriters Laboratories, inc.
ASTM D3462
05CA47541
11/10/06
Underwriters Laboratories, :Inc.
ASTM D3462
06CA31580
1.1/30/06
PRI Asphalt Technologies, Inc.
ASTM D3462
GAF-101-02-02
11/021/05
Underwriters Laboratories, Inc.
ASTM D3462
06NK05.159
08/09/06
PRI Asphalt Technologies, Inc.
ASTM D3462
GAF-098-02-02
11/08/05
Underwriters Laboratories, Inc.
ASTM D3462
02NK41.809
08/11/02
Underwriters Laboratories, Inc.
ASTM. D3462
03NK26444
10/17/03
Center for Applied Engineering
ASTM D3462
257989
05/13/97
Underwriters Laboratories. inc.
TAS 107
OINK.45803
04/13/94
Underwriters Laboratories, Inc.
TAS 107
06NK05159
08/09/06
Underwriters Laboratories, Inc.
TAS 107
04NK04273
02/20/04
Underwriters Laboratories, Inc.
TAS 107
05CA42840
11/11/05
Underwriters Laboratories, Inc.
TAS 107
02NK41811
11/I 1/02
Underwriters Laboratories, Inc.
TAS 107
03CA35209
10/17/03
Underwriters Laboratories, Inc.
TAS 107
04CA13850
08/30/04
Center for Applied Engineering
TAS 100
257989
04/01/97
PRi Asphalt Technologies, Inc.
TAS 100
GAF-044-02-01
01/13/04
PRI Asphalt Technologies, Inc.
TAS 100
GAF-098-02-01
11/08/05
PRI Asphalt Technologies, inc.
TAS 100
GAF-101-02-01
11/09/05
PRI Asphalt Technologies, Inc.
TAS 100
GAF -I 16-02-02
03/23/06
PRI Asphalt Technologies, Inc.
TAS-100
ELK-083-02-01
10/16/02
ELK-084-02-01
10/ 15/02
F,L.K-085-02-01
10/ 14/02
ELK-086-02-01
10/24/02
ELK-087-02-01
10/21 /02
EL,K-088-02-01
10/16/02
ELK-107-02-01
10/09/03
ELK-108-02-01
10/09/03
ELK-109-02-01
10/09/03
LIMITATIONS
1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for
fire ratings of this product.
2. Shall not be installed on roof mean heights in excess of 33 ft.
3. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code
and Rule 61 G20-3 of the Florida Administrative Code.
MIAMI•DADE COUNTY NOA No.: 16-0811.11
Expiration Date: 02/21/22
Approval Date: 02/09/17
Page 3 of 6
INSTALLATION
1. Shingles shall be installed in compliance with Roofing Application Standard RAS 1.15.
2. Plashing shall be in accordance with Roofing Application Standard RAS 115
3. The manufacturer shall provide clearly written application instructions.
4. Exposure and course layout shall be in compliance with Detail 'A', attached.
5. Nailing shall be in compliance with Detail'B', attached.
LABELING
Shingles shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of
manufacturing facility, and following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade
County Product Control Seal as shown below.
BUILDING PERMIT REQUIREMENTS
1. Application for building permit shall be accompanied by copies of the following:
1.1 This Notice of Acceptance.
1.2 Any other documents required by the Building Official or the applicable code in order to properly
evaluate the installation of this system.
QMIAMIDADE=OUN ENOA No.: 16-0811.11
• •e Expiration Date: 02/21/22
Approval Date: 02/09/17
Page 4 of 6
DETAIL A
COIJ.RSE LAYOUT
NOA No.: 16-0811.11
MIAMI-DADECouNTY Expiration Date: 02/21/22
Approval Date: 02/09/17
Page 5 of 6
DETAIL B
OVERALL DIMENSIONS AND NAILING PATTERN
39-3/811
(1 m)
14-1/2"-17-1/2" 14-1/2"-17-1/2" --►
(368-445rmn) (368-445mm)
6-1/2" - 9-1/2" 6-1/2" - 9-1/2" ail guide line
(337r 13 n,; (146mm - 159mm)
1a -2-a — � — — "— from bottom of shingle
—7�—
ru-s4
Self seal
adhesive
on back
ENHANCED NAILING PATTERN - six nails per shingle*
required by some local codes and required for enhanced wind coverage on certain products.
See limited warranty for details.
These shingles MUST be nailed a nominal 6" (152mm) from bottom of
of shingle, above the out outs, as shown. Nails must not be exposed.
END OF THIS ACCEPTANCE
NOA No.: 16-0811.11
MIAMI-DADE COUNTY Expiration Date: 02/21/22
Approval Date: 02/09/17
Page 6 of 6
fu�.C�J p l A
I FWZ,R21 - F'rcpGrred Roof -covering Materials
Pp eQm
4FWZ.R2i
Prepared Roof -covering Materials
Prepared Roof -covering Materials
�:,e�,G%nc_,raf„[nform<�kign ter ('repare(1 Rrnf-rnuc�rin hakt:rials
GAF
1 'AMPUS DR
PAf SIPPANY, NJ 07054 USA
RZI
Asphalt glass fiber mat shingles - "Royal Sovereign@', "Sentinel µ, ASTM D3462", "Trmbedme,� HD", "Timberline@ Natural
5h xiow" "1 nrhe_rllne!p: Ulm+ tID'" "Tirnbedlne:lO Cool Series", "I imberlint i tr Majestic_`, "Timberline,�O Majestic 30" „TiTnberlineO American
Harve' t " "Fortitude''"" . rimborbnr=0 ArmorShleld"! 11", "Grand Timberllne<W" "MarqutsO WeatherMa:i+r@" "Grand Canyon'"" "Grand
Sequora(r ", "Grant) Sequoia(.r, IR", "Camelotrg), 'Camelatrg; 11" Tapstone;&`, "Country Mansioni-D,", „Country Mansion(! 11", "Grand Slate'""
. Grand Slate"' it" "SlatelinerRh" "Wood lond(p) ", "Monaco —I!, "Srehn +�)" and 'Glenwood""' lot• installation as Class A prepared roof covering.
Suitable. tor" installation on minimum 3/e-in. thick plywood roof decks in combination with minimum one ply "Shingle -Mate" or type 15 or Type
30 underlayment. Also Classified in accordance with AS1M D3161, Class F. Also Classified in accurdance with ASTM o3462/03462M. Also
Classified in accordance with [CC ES AC438.
Asphalt glass fiber mat shingles - "WeatIrer5lorker Starter Strip Shingles", and "Pro -Start'" Starter Strip Shingles" for installation as Class
A roof covering. Suitable for installation on minitnurn 3/8-in. thick plywood in combination with minimum one ply "Shingle -Mate" or Type 15 or
Type„ 30 ulid rlayrrient. Also Classified rn accordance with AFTM D3161/G3161M, Class A. Also Classified in accordance with ASTM
D3462/D3462M,
Asphalt glass fiber mat shingles- "Royal 5overeign(q�", "Sentinetta}", "Timberlinev)3 HD" "Ttmberlinegi Natural Shadow", "TimberhneC?7 Ultra
HD" "Tintberlineeiv Cool Series" "American harvest", "Fortitude—", "MarqulsGa WeatherMax(t4", "Grand Canyon"", 'Grand SequolaCk" "Grand
Segtwia(g) IR", and "Camelot0" for installation as Class A prepared roof covering when used with minimum Type 30 underlayment over existing
wood Shingle roof.
Asphalt glass mat hip and ridge shingles- "Timbeartex Hip and Ridge" for installation as Class A prepared roof covering. Also been evaluated
;n accordance with ASTM 113161/03161M, Class F" when Henkel "PL Roofing and Flashing Sealant" or Sorneborn "NP1 Gun -Gracie Polyurethane
Sealant" is; applied as specified in manufact:urer's application Instructions." Also Classified in accordance with ASTM 03462/D3462M.
Ridge" for installation as Class A prepared roof coverings.
"Seal-A«Ridge@ ArrnorShieid"" and "Seal-A-RrdgeC) iR" for installation as Class A prepared roof coverings. Also been evaluated In accordance
with ASTM 03161/O3161M, Class A. Also Classified in accordance with ASTM D3462/03462M.
"Seal-A-RrdgioQ0" for installation as Class A prepared root coverings. Also been evaluated in accordance with ASTM D3161/D316.1M, Class F
when Henkel Corp. "Loctite Pl- S30 Roof & Flashing Sealant" is applied as specified in manufacturer's application instructions. Also Classified in
accordance with ASTM D3462/D3462M.
isi t Updated on 2016-05-18
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