1190 NE 100 St (5)1
V20/90 PERMIT APP FOR MIAMI SHORES VILLAGE
Date Job Address ) "I 0 N ) E ) 0 0 5 • Tax Folio a — 3 2or —off —"20
Legal Description /n 5. .(c,)5 P13 ' 5 ` j / 4 torfalDesi : Yes
Owner/Lessee / Tenant 111 11. ►- t ,q !M m C A-1 1
Owner's Address ) 110 1.1E 1 D D S`1 . Phone 305 7 3 [, g $ b. `'t
Contracting Co. ■\ C_ \ e R _ 1<00 + ) rx C. t� , Address l D g3 t. 23 Si -
Qualifier b4')t\ A. Y►'1 R-rL F i G 1 SS# 2 (0 y 73 - t95 305 ( 1 7) D7
6 6
State # KL 00 ( c Munici # 30 Z n // UPI I T£p nlq�, 4-
p 9 yb( g 2 (� Competency # �vl� � (7 Ins. Co. "J"y h}7
Architect/Engineer M,A
Bonding Company N rA
Mortgagor N /n,
Permit Type (circle one): BUILDING ELECTRICAL
WORK DESCRIPTION Al2- OFF QL Oulnc
l�F r.-Fvf` JCo0 ,SysTic,V\
Square Ft. 524 lj
WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER
OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.)
Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work
will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL
PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK.
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. Furthermore, I a thorize the above -named contractor to do the work s
Notary as to Owner and/or Condo President
My Commission Expires:
FEES: PERMIT 3 I U RADON
APPROVED:
Zoning
Mechanical
k
t o
4/?o4o
Date
OFFICIAL NOTARYSEA
SHIRLEY SPARKS
NOTARY PUBLIC STATE OF FLORIDA
COMMISSION NO. CC64,607I
MY COMMISSION EXP. MAY 12 001
Address 1J/A
Address N /q
Address N //}
Master Permit #
PLUMBING MECHANICAL
(4/2. ,* Doh•N To W DOS Ace _w_ lf.STri-«
Estimated Cost (value) l I L/ 00
Notary as to Contractor or Owner - Builder
My Commission Expires:
No
PAVING FENCE SIGN
OFFICIAL NOTARY SEAL
SHIRLEYSSPARI6
NOTARY PUBLIC STATE OF FLORIDA
COMMISSION NO. CC64.50l1
COMMISSION F_XP. MAY 12 1 li
C.C.F. • ct D NOTARY BOND 3 06, �^
TOTAL DUE
4
zi-Z13-do
Date
Date
Building $P471P° Electrical
Plumbing Structural Engineer
NOTICE OF COMMENCEMENT
PERMIT NO. TAX FOLIO NO. /f 3205 --cif faaZ.-o
STATE OF FLORIDA:
COUNTY OF DADE:
00R205648 2400 NAY 01 14:48
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property. and in accordance with
Chapter 713, Florida Statutes, the following information is provided in this Notice of Co Q
1. Legal des pti7f property and street address: /N' a1(4 s �sdr i , g �1Q t ,O Y3 �r S
♦
L 2. as r7$
2. Description of improvement: /(E - /Co
3. Owner(s) name and address: WILLIAM - Aif}3 S /
)/90 'l6 /Do 6d. /r/0/77,
Interest in property: 2 E5 / ben a4 .
Name and address of fee simple titleholder:
4. Contractor's name and address:
5. Surety :(Payment bond required by owner from contractor, if any)
Name and address: r' /A
Amount of bond $
6. Lender's name and address: •/A
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided
by Section 713.13(1)(a)7., Florida Statutes,
Name and address: NIA
8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in
Section 713.13(1)(b), Florida Statutes.
Name and address: NA
9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a
different date is specified)
GoaL-6(. At! N if
Signature of Owner K / /� I C‘
Print P Owners Name t IK - ..
Sworn to and subscribed before me this Z day of Apia,`.
,47,4414e7
Notary Public
Print Notary's Name
My Commission Expires:
1014
A .u C+ - koQ-- --- kaoVI N ., q C.-0 -
) O ? E. .2 3 .Y . 1 gm, . IZ . 33013
Vrrn.uU, NUTAKY
SHIRLEYSPARjc3
NuzAK y YIJwLIG 51"ATh OF I•w1IDA
COMMESION NO. (064607)
MY COMMISSION EXP. MAY 12,2001
• STATE CF FLOI:zi �A, COUNTY OF DADS � .,� GO �rdf
1 HEPE?Y CERTIFY it ;at this is a Irue of the !! �/
d c x
nn a fGl l:t�
U ^. f{ 1 4,17:::-.-
r
• � ! \. u' ;o w: itnu�
:':' E- uv :.0, i I 4 '< of Ci -• ,t , Id COunty Coulrs _/
l �o it1 E , logo
0
Prepared by: . ICR ;
Address: 1 g, 3 E. Z '!
I!� - �Z
APPENDIX "F "REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
As it pertains to this Appendix "F ", it is the responsibility of the roofing contractor to provide the owner
with the required roofing permit, to provide the owner with this appendix and to explain to the owner the
content of this form. The provisions of Chapter 34 of the South Florida Building Code (SFBC) govern
the minimum requirements and standards of the industry for roofing system installations. Additionally,
the following items should be addressed as part of the agreement between the owner and the contractor.
The owner's initial in the adjacent box indicates that the item has been explained.
(.1.:(4--- 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 34 are for the purpose of
providing that the roofing system meets the wind resistance and water intrusion performance standards.
Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic
issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as
part of the agreement between the owner and the contractor.
lt/ 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be
renailed in accordance with the current provisions of Chapter 29 of the SFBC. (The'roof deck is usually
concealed prior to removing the existing roof system)
L/ "'3. Common Roofs: Common roofs are those which have no visible delineation between
neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing
contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed.
�4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking
can be viewed from below. The owner may wish to maintain the architectural appearance, therefore,
roofing nail penetrations of the underside of the decking may not be acceptable. The SFBC provides the
option of maintaining this appearance.
Ponding Water: The current roof system and/or deck of the building may not drain well and
may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of
structural distress and may require the review of a professional structural engineer. Ponding may shorten
the life expectancy and performance of the new roofing system. Ponding conditions may not be evident
until the original roofing system is removed. Ponding conditions should be corrected.
6. Overflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is not
overloaded from a build up of water. Perimeter /edge walls or .other roof extensions- may block this
discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to . install overflow
� s � cu f ppeers in accordance with Chapter 23 of the SFBC.
w"r" 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the
interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not
be reduced. It may be beneficial to consider additional venting which can result in extending the service
life of the roof.
�--
5104 APPENDIX "F"
1
o wner's /Agent's Signature Dated ' ontractor's
Signature
Signature
Appendix "E"
UNIFORM ROOFING PERMIT APPLICATION
PROCESS No.
Contractor's Name: N CN DQ - L,L1 •
Job Address: 11 11 g 'c +`
ROOF CATEGORY
((Low Slope Application) ❑ (Nail -On Tilc) ❑ (Mortar - Adhesive Set Tilc)
❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other)
ROOF TYPE
❑ New Roofe roofing ❑ Recovering ❑ Repair ❑ Maintenance
Flat Roof Area (ft') �' Sloped Roof Arca (ft') 521, 1# Total (ft') 5271 Master Permit No.
Exposure category (per ASCE 7 -88): C Building Classification category (per ASCE 7 -88 table 1): 1
Ft.
Ft.
Coe �- (2,0 ROOF HEIGHT AND SYSTEM DETAILS
1/4 Draw details as needed)
oo�p�a � Do� C2� �S�
A°►, -'� N 3 x c-, fit► 5 - Pw I F
C �= 0. - mac
2n51A1 ROOF PLAN
°e°
0.0 9 0
Deck type: } t
Fastener Type: I 4
4 &aos
ATTACIIMENT
SPACING
Field: 1 Perimeter:
DETAIL 1 & 2
f.
Corner: &
123.01.78 9/96
Page -1
Appendix "E"
UNIFORM ROOFING PERMIT APPLICATION
PROCESS No.
Ridge Vcnli :lion?
1 N A
n1EAJ' IIEIGIIT
Deck type:
UndcrlaymcnL
z
Instil:
1 ki00o Pi_AN
12"
HOOF SLOPE
D E T A I L 3
SLOPED SYSTEM DESCRIPTION
754 6 ct SIA ?
lion:
/A
Fastener type & spacing:
Drip edge:
I'll' 2oop q / \k,,S 4-
PL-y sheef 3 PI- t>!s
enrigteet:
A 6 Pty /
Roof Covering: to ti97_ l�i m ! y - �v�K Hva IL5
X3 611141/ 61-P
ATTACHMENTS REQUIRED
I) Firc Directory Listing Page
2) Dade County Product Control
Notice of Acceptance -Cover Sheet
a) Specific System Description
b) Specific System Limitation
c) General Limitations
d) Applicable Detail Drawings
3) Municipal Permit Application
4) Other Component Approvals
1APs /Z` h> .p G" LA-Ps
TILE CALCULATIONS
(Pmaxl: x ? (Aerodynamic Multiplier): ) - M = M PCA:
(Pmax2: x X (Aerodynamic Multiplier): ) - M = Ma: PCA:
(Pmax3: x A. (Aerodynamic Multiplier): ) - M = M PCA:
Page -2
.3
METRO-04DE
PRODUCT CONTROL NOTICE OF ACCEPTANCE
GAF Materials Corporation
1361 Alps Road
Wayne. NJ 07470
Your application for Product Approval of:
GAF Conventional Built - Up Roof Systems for Wood Decks
under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of
Construction, and completely described in the plans, specifications and calculations as submitted by:
Drnated, Engineering, Ina, Factory Mutual Research Corporation, and Underwriters Laboratories, Inc.
has been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida
under the specific conditions set forth on pages 2-40 and the standard conditions on page 41.
This approval shall not be valid after the expiration date stated below. The Building Code Compliance Office
reserves the right to secure this product or material at any time from a jobsite or manufacturers plant for quality
control testing. If this product or material fails to perform in the approved manner, the Building Code Compliance
Office may revoke, modify, or suspend the use of such product or material immediately. The Building Code
Compliance Office reserves the right to revoke this approval, if it is determined by the Building Code Compliance
Office that this product or material fails to meet the requirements of the Building Code Compliance Office that this
product or material fails to meet the requirements of the South Florida Building Code.
The expense of such testing will be incurred by the manufacturer.
Acceptance No.: 97- 0504.21 / Revises No.: 95- 1003.03
Expires: 11/04/00 v
THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE COMMITTEE
This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code
Compliance Office and approved by the Building Code Committee to be used in Dade County, Flori a under the
conditions set forth above.
Approved: 11/04/97
METROPOLITAN DADE COUNTY. FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130-1563
(305) 375-2901
FAX (305) 375-2908
PRODUCT CONTROL DIVISION
(305) 375-2902
FAX (305) 372-6339
aul Rodriguez
Product Control Supervisor
2 /'L
Charts Danger, P.E.
Director
Building. Code Compliance Dept.
Metropa'i :an Dade County
net mail address: acstmaster @bui :dinecodeonl:r.e.cc^ h:vnepegP: n'::::a•v. nw.buildingcad!ec : ira.eom
•
Applicant:
GAF Materials Corporation
1361 Alps Road
Wayne, NJ 07470
PRODUCT CONTROL NOTICE OF ACCEPTANCE
ROOFING SYSTEM APPROVAL
Category: Membrane Roofing System
Sub - Category: Built -up Roofing
Type: Conventional
Sub -Type: Fiberglass
System Description
GAF Materials Corporation, a manufacturer of commercial roofing products for more than 100 years,
produces a wide range of roof products for built -up and modified bitumen roofing systems. In addition,
GAF offers two ply modified systems to meet the demands for multi -ply SBS modified specifications.
GAF provides warranted systems over various insulated and non - insulated substrates, copies of which
can be obtained from GAF and can be found in the "GAFGLAS Built -Up Roofing Application and
Specifications" manual published annually.
GAF roof system assemblies have been extensively tested at Factory Mutual Research Corporation and
Underwriters Laboratories and have been tested in compliance with all requirements of the South Florida
Building Code. Specific classifications for assemblies are listed in the current U.L. Roofing Material
Directory and the current Factory Mutual Approval Guide.
GAF Materials Corporation products are distributed through a \vide network of roofing wholesale
distributors throughout the South Florida area.
For more information on specific roof system constructions, contact the Technical Service Office, located
in Wayne, New Jersey, at 1 -800- ROOF -4I 1.
Contact:
William J. \Voodring
Director of Technical Services
(973) 628- 4134
P 2 o f ::i
Product Control No: 97 -0804.21
Product Control No.: 97- 0804.21
Approval Date: Novcmbcr4, 1997
Expiration Date: November 4, 2000
Zuloaga,
Roofing Product Control Examiner
Insulation Types:
Material
Wood
Material
Wood
Basalt Wool
Perlite
Polyisocyanurate
Composite Board
Wood Fiberboard
High Density \Vood Fiberboard
Rockwool
Maximum Design Pressure
Design Pressure
-75psf
Maximum Fire Classification
Classification
Class 'A'
•
Page 3 ef 41
Product Control No: 97- 0804.21
Note: Fire classifications and maximum design pressures do not reference all assemblies over all deck
types. Review system listings for design pressures and the Underwriters Laboratories Roofing
Materials Directory for Fire Classifications.
ga.
Roofing Product Control Examiner
Product
GAF Asphalt
Concrete Primer
GAF Mineral Shield0
Granules
GAF \VeatherCoato
Emulsion
GAF Premium
Fibered Aluminum
Roof Coating
GAF Jetblak All
Weather Plastic
Cement
RUB EROID&
Modified Bitumen
Flashing Cement
Jetblack Premium
Flashing Cement
GAFGLASS) 4'75
GAFGLAS 4'50
Ultima Base Sheet
GAFGLAS Ply 6g
GAFGLAS Flex
PIyTM 6
GAFGLAS Ply 42y
TRADE NAMES OF PRODUCTS MANUFACTURED OR
LABELED 13Y APPLICANT
Dimensions
5, 55 gallons
60 Ib. bags
5 gallons
I. 5 gallons
1, 5 gallons
5 gallons
5 gallons
3 sq. roll
75 Ib. roll
2 Sq. Roll
70 lbs. /rol l
5 sq. roll
45 Ib. roll
5 sq. roll
45 Ib. roll
5 sq. roll
Test
Specification
ASTM D 41
ASTM D 1863
ASTM 1227
ASTM D 2824
Product Control No: 97 -0804.21
Product
Description
Asphalt concrete primer used to promote
adhesion of asphalt in built -up roofing.
Granules for surfacing of exposed
asphalt. cold process cement or
emulsion. GAF Mineral Shield®
Granules shall be used for flashing
applications only.
Surface coating for smooth surfaced
roofs.
Fibered aluminum coating.
ASTM D 3019 Refined asphalt blended with a mineral
ASTM D 3409 stabilizer and fibers. Permits adhesion
to %vet and dry surfaces.
ASTM ID 4586 Fiber reinforced. polymer modified
Flashing cement
ASTM D 4586 Asphalt flashing Cement
ASTM D 4601 Asphalt impregnated and coated glass
mat base sheet.
ASTM D4601 Asphalt impregnated and coated,
fiberglass base sheet
ASTM D 2178 Type VI asphalt impregnated glass felt
with asphalt coating.
ASTM D 2 i 78 Type VI asphalt impregnated glass felt
with asphalt coating.
ASTM D 2178 Typc IV asphalt impregnated glass felt
with asphalt oa;a_g—
onng Product Contro
Page. o.`
C
L
Product
GAFGLAS®
blincral Surfaced
Cap Sheet
GAFGLAS®
STRATAVENT®
Perforated
GAFGLAS® Flashing various
GAFGLAS®
STRATAVENT
Nailable
RUBEROID Modified 3 sq. roll
Base Sheet 67 lbs.
GAFTEMP®
Isotherm R
69 Ib. roll
various
Tapered GAFTEMP® various
Isotherm R
GAFTEMP Isotherm various
RA
Tapered GAFTEMP various
Isotherm RA
GAFTEMP Isotherm various
RN
Tapered GAFTEMP various
Isotherm RN
GAFTEMP®
Composite
various
'test Product
Dimensions Specification Description
76 Ib. roll ASTM D 3909 Asphalt coated, glass fiber mat cap sheet
surfaced with mineral granules.
60 Ib. roll ASTM D 4897 Fiber glass base sheet impregnated and
D 3672 coated on both sides with asphalt.
Surfaced on the bottom side with
mineral granules embedded in asphaltic
coating with factory perforations.
ASTM D 489
D 3672
ASTM 04601, Premium glass fiber reinforced SOS-
Type II, UL Type modified base sheet
G2 BUR
PA 110 Polyisocyanurate foam insulation.
PA 110
PA 110
PA 110
PA 110
PA 110
PA 110
Page 5 of 4 1
Product Control No: 97 -080411
Asphalt coated glass fiber mat flashing
sheet available in three sizes.
Fiber glass base sheet impregnated and
coated on both sides with asphalt.
Surfaced on the bottom side with
mineral granules embedded in asphaltic
coating.
Tapered Polyisocyanurate foam
insulation
Polyisocyanurate foam insulation
Tapered Polyisocyanurate foam
insulation
Polyisocyanurate foam insulation
Tapered Polyisocyanurate foam
insulation
Polyisocyanurate foam insulation with
high density fiberboard or Permalite
perlitc insulsrio " --
Roofing Product Control
Product
Tapered GAFTEMP®
Composite
GAFTEMP®
Composite A
Tapered GAFTEMP®
Composite A
GAFTEMP®
Composite N
Tapered GAFTEMP®
Composite N
GAFTEMP®
Fiberboard
GAFTEMP®
Permalite®
GAFTEMP Recover
Board
GAFTEMP®
High Density
Fiberboard
GAFTITE® #12
Standard
Roofing Fastener
GAFTITE® I4
Heavy Duty
Roofing Fastener
GAFTITE ASAP
Dimensions
various
various
various
various
various
various
various
1/2" thick
various
Test
Specification
PA 110
PA 110
PA 110
PA 110
PA 110
PA 110
PA 110
PA 110
PA 110
PA 114
PA 114
PA 114
Page 6of 41
Product Control No: 97 -0804.21
Product
Description
Tapered Polyisocyanuratc foam
insulation .with high density fiberboard
or Permalite perlitc insulation.
Polyisocyanurate foam insulation with
high density fiberboard or Permalite ,
perlite insulation.
Tapered Polyisocyanurate foam
insulation with high density fiberboard
or Permalite perlite insulation.
Polyisocyanurate foam insulation with
high density fiberboard or Permalite
perlite insulation.
Tapered Polyisocyanurate foam
insulation with high density fiberboard
or Permalite perlite insulation.
Fiberboard insulation.
Perlite insulation board.
Pcrlite recover board
High density wood fiberboard
insulation.
Insulation fastener for steel and plywood
decks.
Insulation fastener for steel, wood and
concrete decks.
Pre - assembled GAFTITE Fasteners and
metal and plastic plates.
Product
GAFTITEiD Base
Sheet
Fastener and Plate
Galvalume Plates
NTB Fasteners
Polypropylene Plates 3" and 3 V,"
Ruberoid0 20
RubcroidA Mop
Granule
•
RUBEROID MOP
Smooth
RUBEROID& MOP 1 sq. roll ASTM D 5147 Non -woven polystcr mat coated with
PLUS 102 lbs. polymer modified asphalt and surfaced
with mineral granules.
RUBEROIDO MOP
170FR
RUBEROIDIO MOP
FR
RUBEROID&
TORCH Smooth
RUBEROID
TORCH Granule
Test
Dimensions Specification
3" and 3''V :"
1.5 sq. roll ASTM D 5147
95 lbs.
1 sq. roll ASTM D 5147 Non -woven polyester mat coated with
103 lbs. polymer modified asphalt and surfaced
with mineral granules.
1 sq. roll ASTM D 5147 Non - woven polyester mat coated with
87 lbs. polymer modified asphalt and smooth
surfaced.
1 sq. roll ASTM D 5147
103 lbs.
I sq. roll ASTM D 5147
105 lbs.
1 sq. roll ASTM D 5147
87 lbs. •
I sq. roll ASTM D 5147
102 lbs.
PA 114 Base sheet fastening assembly.
PA 114 Round galvalume stress plates.
PA 114 Fastener for use in gypsum. tectum and
lightweight insulating concrete decks.
PA 114 Round polypropylene stress plates.
Page 7 of 41
Product Control No: 97-0804.21
Product
Description
SBS modified asphalt base sheet and
interply sleet reinforce with a glass fiber
mat. .
Non -Woven polyester mat coated with
fire retardant polymer modified asphalt
and surfaced with mineral granules.
Non -Woven polyester mat coated with
fire retardant polymer modified asphalt
and surfaced tvith mineral granules.
Heavy duty, polyester reinforced,
asphalt modified bitumen membrane,
smooth surface.
Heavy duty, polyester reinforced,
asphalt modified bitumen membrane,
granule surface.
cling Product Control Examiner
Test
Product Dimensions Specification
RUBEROIDV 'A sq. roll
TORCH PLUS 93 lbs.
RUBEROIDO % sq. roll ASTM D 5147
TORCH FR 90 lbs.
RUBEROIDa 30 1 sq. roll ASTM D 5147
92 lbs.
RUBEROID 30 FR 1 sq. roll ASTM D 5147
92 lbs.
RUBEROID Isq. roll ASTM D 5147
ULTRACLADO SBS 101 lbs.
Vent Stacks (metal
and plastic)
GAF Aluminum
Emulsion
5 gallons
RUBEROID 109. Roll
ULTRACLADA SBS 101 lbs.
GAF Aluminum Roof 5 Gallons ASTM 02824,
Paint Type 1
GAF Built -Up 100 Ib. cartons.
Roofing Asphalt bulk
RUBEROID MOD 60 lb. kegs
Asphalt
None
ASTM D 5147
Pare 8 of 41
Product Control No: 97 -0804.21
Product
Description
ASTM D 5147 Heavy duty, polyester reinforced.
asphalt modified bitumen membrane,
granule surface
Heavy duty, polyester reinforced, coated
with fire retardant asphalt modified
bitumen membrane. granule surface.
Non woven fiberglass mat coated with
polymer modified asphalt and surfaced
with mineral granules.
Non woven fiberglass mat coated with
fire retardant polymer modified asphalt
and surfaced with mineral granules.
Woven fiberglass mat coated with
Polymer modified asphalt and surfaced
with aluminum. copper or stainless steel
foil.
PA 100(A) One way valve vent used to relieve
ASTM D 1929 built -up pressure within the roof system.
ASTM D 635 GAF Vent Stacks are available in metal
or plastic.
Mineral colloidal bituminous emulsion
with reflective aluminum flakes
Woven fiberglass mat coated with
Polymer modified asphalt surfaced with
aluminum. copper or stainless steel foil.
Non- fibered. aluminum pigmented.
asphalt roof coating
ASTM 0312. lnterply mopping and surfacing asphalt
Types 1. 11. 111 and
IV
SEBS modified asphalt
Roofing Product Control Examiner
i'roduct
RUBEROID MOD 60 Ib. kegs
Asphalt L
RUBEROID MOD 60 lb. kegs
Asphalt P
GAFTEMP Various
Composite A
GAFTEMP Tapered Various
Composite A
GAFTEMP Various
Composite N
GAFTEMP Tapered Various
Composite N
GAFTEMP Tapered Various
Isotherm R
GAFTEMP Tapered Various
Isotherm RA
GAFTEMP Tapered Various
Isotherm RN
GAFTEMP Various
GAFCANTT "'
GAFTEMP Various
GAFEDGET"'
Tapered Edge Strip
GAFTEMP
PERMALITE0
Tapered Roof
Insulation
GAFTEMP Recover 1/2" thick,
Board Various sizes
Shingle- MateTM 4 sq. roll
Underlayment 30 lbs.
Test
Dimensions Specification
Various
PA 110
PA 110
PA 110
PA 110
PA 110
PA 110
PA 110 Perlite board
Pate 9 of . I
Product Control No: 97- 0804.21
Product
Description
SEBS modified asphalt
SEBS modified asphalt
Polyisocyanuratc/wood fiberboard
composite
Tapered Polyisocyanurate /wood
fiberboard composite
Polyisocyanurate/wood fiberboard
composite
Tapered Polyisocyanuratc/wood
fiberboard composite
Tapered polyisocyanurate foam
Tapered polyisocyanurate foam
Tapered polyisocyanurate foam
Cut perlite board
Tapered perlite board
PA 110 Tapered perlite board
Fiberglass reinforced shingle
underlayment =/
F
Roofing Product Control Examirer
Product
GAFTITEb ASAP 500 per box
Test
Dimensions Specification
Product Control No: 97 - 0804.21
Product
Description
PA 114 Pre- assembled fastener and metal and
plastic plates
Page !O of 41
oa ��
Roofing Product Control Examiner
1' rod uct
Pvrox
ACFoam I
ACFoam 11
Hy -Therm Nail -line
Hy-Therm SP
Hy -Therm AP
— Hy-Therm Stable R
Hy -Therm White
Line
Anchorbond
Fastener
TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS
Test
Dimensions Specification
various PA 110
various
various PA 110
various PA 110
various PA 110
various PA 110
various PA 110
various PA 110
PA 114
Dekfast Fasteners PA 114
X14
Dekfast Hex Plate 2 7/8" x PA 114
3 1/4"
Product
Description
Polyisocyanurate foam Apache Products Co.
insulation (with current PCA)
PA 110 Polyisocyanurate foam
insulation
Polyisocyanurate foam
insulation
Product Control No: 97- 0804.21
M
Atlas Energy
Products
(with current PCA)
Atlas Energy
Products
(with current PCA)
Polyisocyanurate foam Celotex Corp.
insulation (with current PCA)
Polyisocyanurate foam Celotex Corp.
insulation. (with current PCA)
Polyisocyanurate foam Celotex Corp.
insulation (with current PCA)
Polyisocyanurate foam Celotex Corp.
insulation (with current PCA)
Polyisocyanurate foam Celotex Corp.
insulation (with current PCA)
Insulation fastening
assembly
Celotex Corp.
(with current PCA)
Insulation fastener for steel Construction
and concrete decks Fasteners Inc.
(with current PCA)
Galvalume hex stress plate. Construction
Fasteners Inc.
(with current PCA)
u oaga,
Roofing Product Control Examiner
Fa_e 11 of 41
Test Product
Product Dimensions Specification Description
Dekfast Lock Plate 3" x 3 1/4"
Dekfast Fasteners
:1l4
Dekfast Fasteners
X12
ISO 95+ Composite
Asphalt
Asphalt Primer
PA 114 Polypropylene locking
plate.
PA 114
Insulation fasteners for
concrete decks
PA 114 Insulation fastener for steel
and wood decks.
PA 110 Polyisocyanurate / perlite
ridged insulation
ASTM D 312 Type 11I or IV Hot asphlat
bitumin adhesive
ASTM D 41 Asphalt Primer
EPS various PA 110 Extruded polystyrene
insulation
High Density \Vood various PA 110 \Vood fiber insulation board
Fiberboard
Pelite /Urethane various PA 110 Perlite / urethane composite
Composite
Perlite Insulation
Polyethylene
Red Rosin
Roofing Nails
various
4 mil min.
various
Minimum
12
board insulation
PA 110 Perlite insulation board
Vapor barrier / Air barrier
Rosin paper for barrier
layer on wood decks
PA 114 Corrosion resistant annular
ring shank nails
Pag" 12 of 41
Product Control No: 97-0804 21
Manufacturer
Construction
Fasteners Inc.
(with current PCA)
Construction
Fasteners Inc.
(with current PCA)
Construction
Fasteners Inc.
(with current PCA)
Firestone
(with current PCA)
generic
generic
generic
generic
generic
generic
generic
generic
generic
Roofing Product Control Examiner
Tin Caps
Dens -Deck
Test Product
Product Dimensions Specification Description
MB aluminum roof
coating
Min. 32 ga. x
IV
various
4.12 Roofgrip
414 Roofgrip
Gripdek Fastener
Hexcel Fastener
Hextra
Standard Plastic 3" round
Plate
!SO 95± various
E'NRG'Y -2 various
ISORoc various
Olympic Standard 3" round
•
Corrosion resistant circular
discs.
PA 121 Aluminum roof coating
PA 110
PA 114
Gypsum insulation board.
Insulation fastener for steel
or wood decks
PA 114 Insulation fastener steel,
wood or concrete decks
PA 114
PA 114
PA 114
PA 114
PA 110
PA 110
PA 110
Insulation fastener
Insulation fastener
Insulation fastener and
metal or plastic plate
Polyolefin plastic plate
Polyisocyanurate foam
insulation
Polyisocyanurate foam
insulation
Polyisocyanurate foam /
tockwool composite
insulation
PA 114 3" round galvalume
AZ55 steel plate
Page 13 of 41
Product Control No: 97 -0804.21
Manufacturer
generic
Grundy Industries
(with current PCA)
Georgia Pacific
(with current PCA)
ITW Buildex
(with current PCA)
ITW Buildex --
(with current PCA)
ITW Buildex
(with current PCA)
ITW Buildex
(with current PCA)
IT \V Buildex
(with current PCA)
ITW Buildex
(with current PCA)
Firestone
(with current PCA)
NRG Barriers, Inc.
(with current PCA)
NRG Barriers, Inc.
(with current PCA)
Olympic
Manufacturing
Group, Inc.
(with current PCA)
Roofing Product Control Examiner
Test
Product Dimensions Specification
Olympic Fastener
#14
Olympic 3.25" round PA 114 Polypropylene
Polypropylene plastic plate '
Olympic Fastener
#12
Olympic Fastener
ASAP
Olympic CR Base
Felt Fastener and
Base Sheet Disc
GlasFast Fastener
Paroc Base Board
Paroc Cap Board
Multi -Max
Multi -Max FA
PA 114
various PA 110
various PA 110
various PA 110
various PA 110
•
Product
Description
PA 114 Insulation fastener
PA 114 Insulation fastener
PA 114 Pre - assembled Insulation
fastener and plate
PA 114
Insulation fastener
assembly for Base Sheet
fastening only
Insulation fastener
assembly with recessed
plastic plate
Rockwool insulation
Rockwool insulation
Polyisocyanurate foam
insulation
Page 14 of 41
Product Control No: 97-0804.21
Manufacturer
Olympic
Manufacturing
Group, Inc.
(with current PCA)
Olympic
Manufacturing
Group, Inc.
(with current PCA)
Olympic
Manufacturing
Group, Inc.
(with current PCA)
Olympic
Manufacturing
Group, Inc.
(with current PCA)
Olympic
Manufacturing
Group, Inc.
(with current PCA)
Owens- Corning
Fiberglas Corp.
(with current PCA)
Partek, Inc.
(with current PCA)
Partek, Inc.
(with current PCA)
Rmax. Inc.
(with current PCA)
Rmax, Inc.
Polyisecvanurate foam
insulation (with current PCA)
•
Roofing Product Control Examiner
UltraGard
Test
Product Dimensions Specification
Instil -Fizz Fastener
Insul -Fixx P
Rawl Fasteners
412
Rawl Fasteners
=14
Rawl 2" Plate
Rawl 3" Plate
Raw lite 3" Plate
Super Prep II
Tru -Fast DL
Tru -Fast Plastic
Plate
• various
3 " round
2" round
3" round
3" round
•
PA 110 Polyisocyanurate foam
insulation
PA 114 Insulation fastener for steel
and wood decks
PA 114
PA 114
3" round polyethylene
stress plate
Insulation fastener for steel
and wood decks
PA 114 Insulation fastener for use
in steel, wood or concrete
PA 111 2" round galvalume AZ55
membrane plate
PA 114 3" round galvalume AZ55
steel plate
PA 114 3" round galvalume AZ55
steel plate for use with
Rawlite fasteners
PA 121 Roof coating
Pace 15 of 41
Product
Description
Product Control No: 97 - 0804.21
Manufacturer
Schuller
International Inc.
(with current PCA)
SFS/Stadler
(with current PCA)
SFS /Stadler
(with current PCA)
The Rawlplug
Company Inc.
(with current PCA)
The Rawlplug
Company Inc.
(with current PCA)
The Rawlplug
Company Inc.
(with current PCA)
The Rawlplug
Company Inc.
(.with current PCA)
The Rawlplug
Company Inc.
(with current PCA)
Thermo- Materials,
Inc.
(with current PCA)
PA 114 Insulation fastener for steel. Tru -Fast
or wood (with current PCA)
3.04" round PA 114 3.04" round polyethylene Tru -Fast
plastic plate (with current PCA)
nags,
Roofing Product Control Examiner
Test Product
Product Dimensions Specification Description
Tru -Fast MP -3 3.23" round PA 114 3.23" round galvalume
AZ50 steel plate
Tru -Fast HD 'PA 114 Insulation fastener for use
in wood, steel or concrete
decks
Tru -Fast Ultra PA 114 Stainless Steel fastener for
use in steel, wood and
concrete decks
Tru -Fast DP PA 114 Insulation fastener for use
in steel or wood decks
Tru -Fast TP PA 114 Insulation fastener for use
in steel or wood decks
Structodeck various PA 110 High density wood fiber
•
Page 16of41
Product Control No: 97 -0804.21
Manufacturer
Tru -Fast
(.with current PCA)
Tru -Fast
(with current PCA)
Tru -Fast
(with current PCA)
Tru -Fast
(with current PCA)
Tru -Fast
(with current PCA)
Wood Fiber
Industries
(with current PCA)
aga.
Roofing Product Control Examiner
Test
Ae■encv /Identifier
Name
Report
Date
Factory Mutual Research
Corporation
Current Insulation
Attachment
Requirements
FMRC 1996
01.01.96
Factory Mutual Research
Corporation
Wind Uplift
FMRC 4470 - PA 114
J.1. OT4AI.AM
08.26.92
Factory Mutual Research
Corporation
Wind Uplift
FMRC 4470 - PA 114
J.1. 1V8A4.AM
06.28.93
Factory Mutual Research
Corporation
Wind Uplift
FMRC 4470 - PA 114
J.I. 1RIA6.AM
11.15.91
Factory Mutual Research
Corporation
Wind Uplift
FMRC 4470 - PA 114
J.I. 0T2Q4.AM
10.17.91
Factory Mutual Research
Corporation
Wind Uplift
FMRC 4470 - PA 114
J.I. 0Q6A6.AM
07.16.91
Factory Mutual Research
Corporation
Wind Uplift
FMRC 4470 - PA 114
1.1. 3X3A2.AM
08.02.94
Factory Mutual Research
Corporation
Wind Uplift
FMRC 4470 - PA 114
J.I. 0Y9Q5.AM
07.29.94
Factory Mutual Research
Corp.
\t'ind Uplift, FMRC
4470 - PA 114 -
J.I. 1 B9A8.AM
Underwriters
Laboratories, Inc.
Fire Resistance
Classification
UL 790 - PA 114
R1306, 87NK11819
01.01.93
Dynatech Engineering
Corporation
Wind Uplift
PA 114
, 43600.02.95 -1
02.02.95
Dynatech Engineering
Corporation
Wind Uplift
PA 114
#4482.02.95 -1
02.02.95
TEST REPORTS
Page 17 of 41
Product Control No: 97 -0804.21
.ga,
Roofing Product Control Examiner
4. % Type X gypsum board is acceptable to be installed directly over the wood deck..
Product Control No: 97-0804.21
\ \'ood Deck System Limitations:
1. Fastener spacing for anchor sheet attachment is based on a Minimum Characteristic Force (F)
of 95 lbf or greater as tested in compliance with Merto County Protocol PA 105. If F as
tested is below 95 lbf, a professional engineer may submit a revised fastener spacing utilizing
the withdrawal resistance value taken from Merto -Dade County Protocol PA 105 and
calculations in compliance with Metro-Dade Roofing Application Stanadrd PA 117.
2 All standard insulation panel sizes are acceptable for mechanical anachrnent. When panels are
applied in hot asphalt, maximum panel size shall be 4' x 4'.
a. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) of
275 lbf. as tested in compliance with Merto-Dade County Protocol PA 105 & Roofing
Application Standard PA 117. If the fastener value, as field tested. are below 275 lbf. insulation
attachment shall not be acceptable.
3 A slip sheet is required with Ply 403) Flex Ply' 6 and Ply 6® when used as a mechanically fastened
base or anchor sheet.
ioaga,
Roofing Product Control Examiner
Page 37 of 41
GENERAL LIMITATIONS
Product Control No: 97 -0804 21
1 All asphalt shall comply with ASTM D 312 type 111 or type IV requirements, and
approved by applicant.
2 Fire ratings are determined by a combination of slope, deck type and assembly. Refer to
current Underwriters Roofing Materials Directory or other fire testing data listed in the
testing file. Fire ratings shall be in strict compliance with Sections 3401.5 and 3401.6 of
the South Florida Building Code.
3 Maximum slope range shall vary for each system; consult current Underwriters
Laboratories Roofing Materials Directory and manufacturers specifications for
compliance with design criteria for each project.
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, install one layer of GAFGLASS STRATAVENT Perforated, laid dry.A base sheet
may 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 sidelap 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 IbsJsq. Note:
Spot attached systems shall be limited to a maximum design pressure of -45 psf. Where
STRATAVENT Perforated is used over approved isocyanuratc foam insulation, the
m?ttimum design pressure is limited to- 60psf.
5 All work shall be performed by a contractor licensed to do roofing work in Metro - Dade
County. Contractor shall be familiar with the details and specifications published by the
manufacturer, and the requirements of the SFBC.
6 The submission of system specifications and details shall accompany the Section II
Building Code Permit. This information is available in the publications listed in the
'System Description' of this Product Control Approval. The submission of these
documents, as well as the proper application and installation of all materials shall be the
sole responsibility of the contractor.
Roofing Product Control Examiner
Page 38 of 41
7 Perimeter and corner areas shall comply with the enhanced uplift pressure of these areas,
as calculated in compliance with Chapter 23 of the South Florida Building Code. Fastener
densities shall be increase for both insulation and base sheet as needed calculated in compliance
.with Metro County Roofing Application Standard PA 117. (When this limitation is
specifically referred within this NOA, General Limitation #20 will not be applicable.)
8 All attachment and sizing of perimeter milers, metal profile. and/or flashing termination
designs shall conform with Metro-Dade County Roofing Application Standard PA 111
and the .wind Toad requirements of Chapter 23 of the South Florida Building Code.
9 Flashings shall be installed according to the manufacturers standard details, and may be
applied in cold application adhesive, approved asphalt or may be applied in conjunction
with an approved torch applied modified bitumen membrane. Specific details, approved
by the manufacturer, shall be submitted with the Section 11 Permit Application. All details
shall comply with the provision of the South Florida Building Code.
10 Fastener spacing for base sheet attachment is based on a Minimum Characteristic Force
(F) value as tested in compliance with Metro - Dade County Protocol PA 105. If the fastener
values as tested are below those listed in the System Limitations, a professional engineer may
submit a revised fastener spacing utilizing the withdrawal resistance value taken from a Metro-
Dade County Protocol PA 105 test report and calculations that comply with the wind load
requirements of Chapter 23 of the South Florida Building Code and Roofing Application Standard
PA 117.
11 Fastener spacing for insulation attachment is based on a Minimum Characteristic Force
(F) value of 275 lbf., as tested in compliance with PA 105. If the fastener value, as field tested.
are below 275 lbf. insulation attachment shall not be acceptable.
12 Asphalt ntoppings shall be with applied with approved asphalt and shall be in compliance
with equiviscous temperature (EVT) methods of asphalt determination. Asphalt containers or
bulk tickets shall indicate an EVT, finished blowing temperature (FBT) and flash point. Asphalt
types and temperature ranges shall be in compliance with Subsection 3403.4(a)(3) of the South
Florida Building Code.
13 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 ranee and at a rate of 20-40
lbs. /sq.. or mechanically attached using the fastening pattern of the top layer. Refer to
manufacturer's literature and/or the NRCA Roofing and Waterproofing Manual for correct
application procedures of insulation panels in approved asphalt or adhesive, which shall
comply with provision of Roofing Application Standard PA 117.
Page 39of
Product Control No: 97-0804.21
Roofing Product Control xam
Page 40 of 41
Product Control No: 97 -080421
14 All standard panel sizes are acceptable for mechanical attachment. When applied in
approved asphalt, panel size shall be 4' x 4' maximum.
I5 In re- covery /re- roofing applications, prior to the application, all existing roof surfaces used as a
bonding substrate shall be tested in compliance with Metro -Dade County Protocol PA 124 for ind load
uplift pressures shall t compliance
equ of Ch pter 23of he SouthFlorida Build ng C o ode thedesign of roof.
16 In re- roofing applications, moisture content in an existing roof.must be in compliance with
Section 3401.10(m), (n) of the South Florida Building Code.
17 Roll good materials shall be stored on end and on a clean, flat and dry surface.
18 If required, any Factory Mutual Approved vapor barrier in conjunction with proprietary or
approved adhesives may be used prior to the application of the insulation layer.
19 Consult current Underwriters Laboratories Directory for the appropriate coating for each
roofing assembly to obtain the required fire rating. The assembly shall be installed in
strict compliance vvith sections 3401.5 and 3401.6 of the South Florida Building Code for
maximum fire classification.
20 The maximum designed pressure limitation listed shall be applicable to all roof pressure
zones (i.e. field, perimeters, corners). No rational analysis, nor extrapolation shall be
perrnitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended
comers, and corners). (\Vhen this limitation is specifically referred within this NOA,
General Limitation #7 will not be applicable.)
u oaga,
Roofing Product Control Examiner
GA Materials Corporation
1361 Alps Road
Wayne, NJ 07470
1
Product Control No: 97-0804.21
ACCEPTANCE NO.: 97 -0804.21
APPROVED : November 4, 1997
EXPIRES : November 4, 2000
NOTICE OF ACCEPTANCE STANDARD CONDITIONS
.Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the
original submined documentation, including test supporting data, engineering documents, are no older than
eight (8) years.
2 Any and all approved products shall be permanently labeled with the manufacturer's name. city, state, and the
following statement: "Metro -Dade County Product Control Approved ", or as specifically stated in the
specific conditions of this Acceptance.
3 Renewals of Acceptance will not be considered if:
a) There has been a change in the South Florida Building Code affecting the evaluation of this product and
the product is not in compliance with the code changes;
b) The product is no longer the same product (identical) as the one originally approved:
c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the
correct installation of the product;
d) The engineer who originally prepared, signed and sealed the required documentation initially submitted,
is no longer practicing the engineering profession.
4 Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically
be cause for termination of this Acceptance, unless prior wrinen approval has been requested (through the
filing of a revision application with appropriate fee) and granted by this office.
5 Any of the following shall also be grounds for removal of this Acceptance:
a) Unsatisfactory performance of this product or process;
b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other
purposes.
6 The Notice of Acceptance number preceded by the words Metro -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is
•displayed, then it shall be done in its entirety.
7 A copy of thi3 Acceptance as well as approved drawings and other documents, where it applies, shall be
provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site
at all times. The copies need not be resealed by the engineer.
8 Failure to comply with any section of this Acceptance hall be cause for termination and removal of
Acceptance.
9 This Acceptance contains pages 1 through 41
END OF THIS ACCEPTANCE
Roofing Product Control Examiner
Page 41 of 41
Deck Type 1: Wood, Non- insulated New Construction or Reroof
Deck Description: j9 / " or greater plywood or wood plank decks
32
System Type A(2): Base sheet mechanically fastened.
All General and System Limitations shall apply.
Base Sheet:
Ply Sheet:
Cap Sheet:
Product Control No: 97 0804.21
GAFGLAS® 1175, GAFGLAS #80 Ultima Base Sheet, GAFGLAS® PLY 4 ®,
GAFGLAS® PLY 6 ®, GAFGLAS FlexPly, GAFGLAS® STRATAVENT®
Nailable, RUBEROID Modified Base Sheet or RUBEROID® 20 applied to the
deck with approved annular ring shank nails and minimum 1 5 / tin caps at a
fastener spacing of 9" o.c. at the lap, 12" o.c. in two rows staggered along the
center line of the sheet in the field.
Two or three plies of GAFGLAS® PLY 4 ®, GAFGLAS FlexPly 6 or
GAFGLAS® PLY 6® ply sheet adhered in a full mopping of approved asphalt
applied within the EVT range and at a rate of 20 -40 lbs. /sq..
(Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full
mopping of approved asphalt applied within the EVT range and at a rate of 20 -40
lbs. /sq..
Surfacing: (Required if no cap sheet is used) Install one of the following:
I.GAF WEATHER COAT® Emulsion with an application rate of 3 gal. /sq.; or
GAF Premium Fibered Aluminum Roof Coating with an application rate of 1.5
gal. /sq..
2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or
slag with an application rate of 400 lbs. /sq. R. 300 lbs. /sq., respectively.
Maximum Design
Pressure: -45 psf. (See General Limitation 4'7)
Maximum Fire
Classification: 'A'. See General Limitation #2.
Maximum Slope: 6 ":12 "; See General Limitation #3.
Specification No.: N- B -3 -G, N- B -3 -C, N- B -3 -M, N- B -4 -G, N- B- 4 -G /P6, N- B -4 -M, N- B- 4 -M /P6, N - B - - C,
N- B- 4 -C /P6, N- B -5 -C, N- B- 5 -C /PC, N- B -5 -G, N- B- 5 -G /P6, N- B -5 -M, N- B- 5 -M /P6
0 Roofing Product Control Examiner
Pity,:-.t 2 1 c t• 41 •
ROOF COVERING MATERIALS (TEVT)
ROOFING SYSTEMS (TGFU)— Continued
Foam: "Poly -Iso" or "Poly -Iso Special" with "Polyfoam 251" or "Polyfoam
303 ", 1 in. min.
Base Coat: One or two applications "Gacoflex 11B- 7050 ", applied at 1
gal /sq /application or three applications, applied 1 -1/4 gal /sq /application
(16 -32 dry mils).
Surfacing: "Gacoflex UA -65" Series (various colors), applied 1 gal /sq (12
dry mils).
30. Deck: NC Incline: 1/2
Foam: "Poly -Iso' or "Poly -Iso Special" with "Polyfoam 251" or "Polyfoam
303 ", 1 in. min.
Base Coat: One or two applications "Gacoflex UB- 7050 ", applied at 1
gal /sq /application or three applications, applied 1 -1/4 gal /sq /application
(16 -32 dry mils).
Surfacing: "Gacoflex UA -60" Series (various colors), applied 1 gal /sq (15
dry mils).
31. Deck: NC Incline: 2
Foam: "Poly -Iso" or "Poly -Iso Special" with "Polyfoam 251" or "Polyfoam
303 ", 1 in. min.
Base Coat: "GacoSil 5- 1000 ", applied at 1 gal /sq (10 dry mils).
Surfacing: "Gacoflex 5- 1000 ", applied at 1 gal /sq (10 dry mils).
32. Deck: NC Incline: 1
Foam: "Polyfoam 251" or "Polyfoam 303 ", any thickness.
Surfacing: "Gacoflex Ure- Shield 7007 ", 40 dry mils.
33. Deck: NC Incline: 2 -1/2
Foam: "Polyfoam 275 ", any thickness.
Base Coat: "Gacoflex A- 6211 ", 1 -1/2 gal /sq (14 dry mils).
Surfacing: "Gacoflex A -6200" series (various colors), 1 -1/2 gal /sq (14
dry mils).
GAF MATERIALS CORP R1306 (N)
1361 ALPS RD, WAYNE NJ 07470
"RUBEROID 20" or "RUBEROID Modified Base Sheet" may be utilized as an
alternate to Type G2 base sheets in any of the following Classifications.
1/2 in. thick (min) gypsum board or 1/4 in. thick (min) Georgia- Pacific
"Dens- Decke" overlayment board may be used in any existing noncombustible
deck Classification. When this is done, the resulting roofing system is
acceptable for use over combustible (15/32 in. rein) roof decks. The joints in
the gypsum board and overlayment board are offset 6 in. with the joints in the
deck. If polystyrene is part of the roof system, it must be placed below the
overlayment board.
ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT
Type G2 asphalt glass mat base sheet ( "GAFGLAS 075 Base Sheet ") is a
suitable alternate for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or
"GAFGLAS Ply 6 ") in the Class A, 13 or C roof systems indicated below.
The roof deck may first be covered with a Type G2 asphalt glass mat base
sheet "GAFGLAS Stratavent (Vent -Ply) perforated" or "GAFGLAS Stratavent
(Vent -Ply) for nailable decks ". Perforated to be mopped and nailable to be
mechanically attached granule side down.
As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS 075 Base Sheet"
or "GAFGLAS Stratavent (Vent -Ply) for nailable decks ") may be substituted for
G1 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ") as the
nailed base ply in the following systems.
Bottom ply or base sheet may be solid mopped, spot mopped or mechanically
fastened.
Unless otherwise indicated, all insulations may be hot mopped or mechanically
fastened.
"GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class
A, B or C systems listed below.
When "perlite" is referenced, this includes "GAFTEMP PERMALITE®" or any
other UL Classified perlite insulation.
Crushed stone or slag are suitable alternates for gravel in any of the Class A,
13 or C systems listed.
Structural cement fiber building units are considered suitable to be included
as a deck in the following Class A, 13 or C systems listed over C -15/32 or NC.
The use of gypsum board under any of the following Class A, B or C systems
does not adversely effect the rating. The use of 1/2 in. min gypsum board is
an acceptable alternate for insulation over C -15/32 decks.
The use of polystyrene insulation board between min 3/4 in. perlite board
and deck with rosin paper (perlite /rosin paper /polystyrene /perlite) is a
suitable alternate for isocyanurate board in the following Class A, B or C
systems.
"GAFTEMP isotherm RA", " GAFTEMP Tapered Isotherm RA" and "GAFTEMP
Composite A" may be substituted for any isocyanurate insulation in any of the
following Classifications.
Class A, a and C.
Hot roofing asphalt, for use with organic and glass felts or modified bitumen
membranes.
Class A
ODeck: C -15/32 Incline: 3
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/
1 OOK FOR MARK ON PRODUCT
ROOF COVERING MATERIALS (TENT) 135
ROOFING SYSTEMS (TGFU) — Continued
urethane composite, wood fiber /isocyanurate composite, phenolic, any
thickness. •
Ply Sheet: Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply
6 ", hot mopped.
Surfacing: Gravel.
2. Deck: C - 15/32 Incline: 2
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/
urethane composite, wood fiber /isocyanurate composite, phenolic, any
thickness.
Ply Sheet: Three or more layers Type 61 "GAFGLAS Ply 4" or "GAFGLAS Ply
6 ".
Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet".
3. Deck: NC incline: 2
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/
urethane composite, wood fiber /isocyanurate composite, phenolic, 2 in.
max.
Ply Sheet: Two or more layers Type 61 "GAFGLAS Ply 4" or "GAFGLAS Ply
6"
Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet".
4. Deck: NC Incline: 1/2
Insulation: One or two layers "Isotherm R ", 4 in. max, hot mopped.
Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber
mat system.
5. Deck: C - 15/32 Incline: 1
Slip Sheet (Optional): Red rosin paper, nailed to deck.
Base Sheet: One layer of Type G2 "GAFGLAS 075 Base Sheet" (may be
nailed).
Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4" or GAFGLAS Ply
6 ".
Cap Sheet: One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet".
6. Deck: NC incline: 3
Base Sheet: One layer of Type G2 "GAFGLAS 075 Base Sheet".
Ply Sheet: One or more layers of Type 61 "GAFGLAS Ply 4" or GAFGLAS Ply
6 ".
Cap Sheet: One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet ".
7. Deck: C -15/32 Incline: 2
Insulation: One or more layers perlite, glass fiber, isocyanurate, urethane,
perlite /isocyanurate composite, perlite /urethane composite, phenolic,
1.0 in. min (offset from plywood joints 6 in.).
Base Sheet: One or more layers of Type G1, G2 or G3.
Membrane: One or more layers of "Ruberoid Torch" (smooth or granule),
"Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or
"Ruberoid Mop Plus" (granule).
Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped.
8. Deck: C -15/32 Incline: 2
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/
urethane composite, wood fiber /isocyanurate composite, phenolic, any
thickness.
Base Sheet: Two or more layers of Type G2 or G3.
Pty Sheet (Optional): One or more layers of Type 61.
Membrane: One or more layers of "Ruberoid Torch" (smooth or granule),
"Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or
"Ruberoid Mop Plus" (granule).
Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped.
Class B
1. Deck: C -15/32 Incline: 3 -1/2
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/
urethane composite, wood fiber /isocyanurate composite, phenolic, any
thickness.
Ply Sheet: Two or more layers of Type 61 "GAFGLAS Ply 4" or "GAFGLAS
Ply 6"
Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped.
2. Deck: C - 15/32 Incline: 3 -1/2
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/
urethane composite, wood fiber /isocyanurate composite, phenolic, any
thickness.
Base Sheet: Two or more layers of Type 61, G2 or G3.
Membrane: One or more layers of "Ruberoid Torch" (smooth or granule),
"Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or
"Ruberoid Mop Plus" (granule).
Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped.
Class C
1. Deck: C - 15/32 Incline: 1/2
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/
••
Registered Architect
gres�
Locat'pn ah d cscription of lot to/bbe/ lilt on:
Lot ,A,) Illock f 1 �(
Su
Street and Number where work is to be done.MO
.NE /�
State work to be done and purpose of building (by floors)
Maximum live load to be borne by each floor
I hereby ubmit all the l ane n spec atio s f r s' b
be 15740 iW
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT
Application is hereby mode for tic approval of the detailed statement ur me plans and specifications herewith submitted for the build •
ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami
Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Villa and all rules and
regulations of the - Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during prpgreu of the work. +
D ate.. % p ..__ ,19.f�_ K!
Owner's Name and Address` 4hA DI!/.!,LGIz.d5�` ...._ ._ No...I q .. . Ste ..0.5r
and /or Engineer.. .. 01:AI I q T^ t I �(/ �(, .,et, r•n -'„
nsecI 4A�5..A.tt11Y...EdeE..!.11:. '1� . - �e� .... ». ....
and for no other purpose.
Remodeling Addition Repairs' No. Stories
Roof Covering
New Building
To be constructed of Kin -� .1,!'U /ou�dation
Estimated Total cost of improvements S•. Amount of Permit S..'5
Zone cubage required .Plan Cubage
Distance.to next nearest building Size of Building Lot
The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer
of Libor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement,
and has complied with the provisions thereof, and will require similar compliance from all contractors or sub -contr ors employed by him
in the work to be performed under this permit; and will post or cause to be posted for inspecti• • on the she of t• work such public notice
or notices as are required by the Act. The undersigned agrees to employ only such s pgtra s on work be performed under this
permit, as are licensed by Miami Shores Village.
Rernuks (Signed)
STATE OF FLORIDA,
COUNTY OF DADE.
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared
Disapproved
(Signed)
Building Inspector
Date
Chairman
Member
Member .. .. _....._......_..._._ .....
Council Approved
v.sionliimalloco Sgri. sw Fb460
st
OFEETPF.iteam
'l�drsg. All notices with reference to the building and its construction may
Member
Member
Member
Date Disapproved
PLANNING BOARD DATE
Notaty Public, State of Florida
My Commiuion Expires
and who. being by me first,duly sworn, upon oath deposes and says that he is the.
of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts
therein by him stated are true..
Permit No..__..N.t. '10' Date k` ll i
Read, Sworr\to and Subscribed before me.
NOTE: A charge of S1.00 will be made for making corrections
the 1'I.innir•;; llo.rrd.
A re- inspection fee of 31.00 will be charged when such re- inspection is made necessary by improper notice
nratcriali and /or workmanship.
or changes to this application after approval
to me well known,
Date
has hero obtained from
for inspevtion or faulty
�I F l; AUE
&L L;lr
z6'11 I'
4L
J
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
iI 3
APPLICATION FOR BUILDING PERMIT
Af
J? e- /
Application is hereby made for the approval of the detailed statement us tree plans and specifications herewith submitted for the build •
ins or other structure herein described. This application Is made in compliance and conformity with the Building Ordinance of Miami
Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and
regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during pregreu of the work.
Date...�....s�.t.r 1.�._..__.__ ...._._�..._... ,1913
Owner's Name and Address J. F. Keeley _ No. 1 .19 0 .._... Street...+ .1.QQ
Registered Architect and /or Engineer
Name and address of licensed contractor Carruth Roofing Co.,. Inc., 301 . N3;I21 St, Fla. 3 150
Location and legal description of lot to be built on:
Lot Block Subdivision
Street and Number where work is to be done
STATE OF FLORIDA,
COUNTY OF DADE. ss'
Building Inspector
1190 NE 100. St.
Chairman
\fcrnber
Mcmbcr �.....__..._._..._.�..___
Council Approved Date
NOTE: A charge of S1.00 will be made for making corrections
the Planning Board.
A re- inspection fee of 31.00 will be charged
materials and /or workmanship.
f. VII' •.f„•ff,f f,ff:ff.f•.
State work to be done and purpose of building (by floors) Re — roof fls S._ r�Qf , _,_
.and for no other purpose.
New Building Remodeling Addition Repairs No. of Stories..........1
To be constructed of Kind of foundation Roof Covering grave.......,_„ _ _
Estimated Total cost of improvements $ 6 Amount of Permit 3. 2D t 00
Zone cubage required .Plan Cubage
Distance .to next nearest building. Size of Building Lot
Maximum live load to be borne by each floor
I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may
be sent to.. .
The undersigned applicant for this building permit does hereby crrtify that he understands and accepts his obligations as an employer
of l.tbur under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement,
anti has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him
in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice
or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this
pennit, as are licensed by Miami Shores Village.
Remarks (Signed)
Notary Public, State of Florida
My Commission Expires
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared
to me well known,
and who, being by me first duly sworn, upon oath deposes and says that he is the.
of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all fads
therein by him stated are tru ..
Permit No._ 21 Date 2 AL3 Read, Sworn to and Subscribed before me.
Disapproved D te.
(Signed)
PLANNING BOARD DATE
Member
Member
Member ...._
Disapproved Date
or changes to this application after approval has been obtained from
when such re- inspection is made necessary by improper notice for inspection or faulty
BUILDING ❑
ELECTRICAL El DATE - !d 195
PLUMBING ❑ PERMIT N9 8 514
ROOFING
Owner of
Building
Architect
Contractor
or Builder
Legal
Description
Lot
Address of
Building
ri
CONTRACTOR OR BUILDER
MIAMI SHORES VILLAGE. FLORIDA
Bl.
Work to be performed under this Permit
4.�
Subdi-
vision
Sq. Ft
Value of
Project $
Mme..
This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application
herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans,
drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any
time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is
granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations
pertaining to the work covered hereby whether shown on the plans or drawings op in the statements or specifications and that he assumes responsibility for work
done by his agents, servants or employees.
Signed • 4 BY
INSPECTOR
In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village.
In accepting this permit I assume responsibility for all work done by either, myself my agent, servant or employee.
BY
Contractor's
License No. c , ' 4
Amt. of
Permit $
AUTHORITY
144
I7
MIAMI SHORES VILLAGE
APPLICATION FOR BUILDING PERMIT
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build-
ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami
Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and
regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during progress of the work.
Date March 24, 195 , 19
Owner's Name and Address Dr, J. F. Keeley N 1190 Street N. E, 100th St.,
Registered Architect and /or Engineer ....Panl..Kinne Builder 745 N, E, 9],st .9.
Miami Shores, Fla,
g
Name and address of licensed contractor Lang R t 4c `j'jae- _.Opm -__ IIIG. _ ,.__43.0...N....?1. .-- 7�?th -- Bt - - ..Mia1A1..Fla.
Location and legal description of lot to be built on:
Lot Block Subdivision.-... -
Street and Number where work is to be done 1190 N. E , 100 St , y Miazoi -. hox'P
State work to be done and purpose of building (by floors)
1 4 sc o -..pi ell... and.. - gravel- ..huilt...ug.r.o.of'-.
addition and for no other purpose.
New Building X Remodeling. Addition X Repairs No. of Stories
To be constructed of Kind of foundation Roof Covering pitch & gravel roof
Estimated Total cost of improvements $ .300.D0 Amount of Permit $ 5.-a0
Zone cubage required _Plan Cubage
Distance to next nearest building Size of Building Lot
Maximum live load to be borne by each floor
I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may
be sent to
The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer
of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement,
and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him
in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice
or notices as are required by the Act. The undersigned agrees to employ Only such ` traoctgfs, f . o� v� ]� to ed under this
permit, as are licensed by Miami Shores Village. LANG R ` a_t ''1Lli 1
Remarks F (Signed)._
STATE OF FLORIDA, f
COUNTY OF DADE. Ss.
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared
and who, being by me first duly sworn, upon oath deposes and says that he is the.
of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts
therein by him stated are true.
Permit No Date —
Disapproved ()M._ (Signed )
Date
Building Inspector'
BUILDING INSPECTION DEPARTMENT
f7
to me well known,
Read, Sworn to and Subscribed before me.
Notary Public, State of Florida
My Commission Expires
NING BOARD DATE
Chairman Member
Member Member
Member Member
Council Approved Date Disapproved Date
NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from
the Planning Board.
A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty
materials and /or workmanship.
Y./ I