1201 NE 96 St (5)Date 06/06/2003 Job Address
PERMIT APPLICATION FOR MIAMI SHORES VILLA
Legal Description Historically Designated: Yes L .. _No
owner / Tenant Dean R. Madigan Master Permit # 3P 2• c2'3 -1034
Owneu'sAddress . 1201 N.E. 96 Street Phone (305) 757 -31311
Contractirt Quality Roofing Contractor, Inc. Address 13800 N.W. 1st Ave.1
g - -
Qualifies Carlos Arocho Phone (3 05) 751 -0382
State # RC0058627 Municipal #
Architect/Engineer
Bonding Company
Mortgagor
Address
Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
WORK DESCRIPTION Tear off old roof to wood deck, tin cap 30Ib., install galv. eave dr and valley meta
mop on 90Ib., install tiles with polyfoam adhesive setting. Flat roof tin cap glassbase,miop ply4, Cap sh
Square Ft. 23sq. Tile 12sq Flat Estimated Cost (due) $12,000.00
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 YC)UR 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 pemuit to do wilt and installation as indicated above, and on the attached addendum (if applicable). I certify that all Work
will be perfamued 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.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
on and zoning. Furthermore, I authorize the above -named contractor to do the work stated.
Notary as to • er and/or Condo Presi
My Commission Expires.
FEES: PERMIT
413`Y °Y'_. MARYLOU HERNANDEZ
`=_ MY COMMISSION # DD 060579
'‘s EXPIRES: October 10 2005
o_ F '. Bonded Tnru Notary Public Underwriters
RADON
1201 N.E. 96 Street
/Q
OJ
C.C.F.
1
Tax Folio
Competency # 000017889
Address
APPROVED:
Zoning Building .O JUL - 1 2003 Electrical
Mechanical Plumbing
11- 3206 - 014 -3830
Ins. Co.
Address
JUN 2 4 200
;,,
Signature of Contrac or
NOTARY - 0 "
er- Builder
Notary as to Contractor or Owner - Builder
My Commission Expires:
f /:-o3
Date
to 6 03
ate
0:4„ MARYLOU HERNANDEZ
,; ,�. ,., MY COMMISSION # DD 060579
, i
EXPIRES: October 10. 2005
'41,1 Bonded Thru Notary Public Unde'wr'ers
BOND ,/ f -) n
TOTAL DUB ✓ / , a D
Structural Engineer
1
PERMIT NO. -- TAX FOLIO ml
STATE OF FLORIDA;
COUNTY OF DADE:
THE UNDER6PGN O honby Fires notice that improvements will b01111100 10 COMM roai proaerpt, and In aomrdanos wan
Chap* 713, Pbtida Stamm 11111 blowing information is provided in dia Notice of Comrinc sera.
1. WOW daaaripGon of DWI*/ and alteetaddrssss: 1201 N.E. 66 Street
2, Deserkeem el Mlpfovsnverez Reroor to a new Tile and Fiat Roof.
4. memo IM Asa: Q ua li ty R oo f ing Contractor, Inc
13800 NW 1 st Ave, Miami ,Florida 33168
S. SuretygPayfn ,it bard worked by owner from contree ter, d any)
Nam and 'deem NIA
Amount Of pored $ 0 0
O. Landers name and meow Na
111111111ftly
& Espkiden all of oft Woe of Cernmenoement (the sxpratiOn dale* year am the eels 01
lam
F
HUM : UUHL ! 1 Y kWh t M FAX N10._ 30S 933333'3
' Jul 0e 2003 11: 44A44r1 ir1'VI fldtt: ■N►9 ' s tlewliMa1�!
A RECORDED COPT MUST BE POSTrlD ON THE JOB SITE AT TIME OF FIRST INSPECTION
Print Owners Name
6wom to and eubscribad before me this
Nabry public
Print Nomry's Nerne
JUL 08 2003 11:52
Miami Shores, Florida 33138
.4G V G
P2
3. Owrred(a) name erld aides: bean R. Madigan
1201 N.E, 96 Street Miami Shores, Florida 33138
Veered In properly; der '—
NlrmM address pi foe simple titleholder: N/A
7. Persons widen the State et Pierdda dsaipnolad by Owner upon whore nelima or other eoanr My be served as grounded
Ipf Sedisn T13.13(1)007., Florida 8timnes,
Nagle NIA
S. b eddit m Waned, d, Owner desiehatee the !obeli% psis) to receive a copy 01 the UenO%% Notice as provided In
8a00ee 71313(1)(). Florid. Slalwaa•
Neale and ft Rat, NIA —
MY COMMISSION x OD mom
EMS: artober i0 200'5
4sate:aekgryhti new
ter; oM•Vs2nes
urdete
by Carlos Arocho
Quality Roofing Contractor, Inc.
Adams: inane) Nw 1 et Avpn
Miami ,Florida 33168
o nr•r A..
TOTAL PAG =.02 **
1
Owner Notification for Roofing Permits Issued under the Florida Building Code
MLUaJ•DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION
Section 1524 - High Velocity Hurricane Zones Required Owners Notification for Roofing
Considerations
1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with
the required roofing permit, and to explain to the owner the content of this section.. The provisions of
Chapter 15 of the Florida Building Code, Building 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. Aesthetics- Workmanshlp: The workmanship provisions of Chapter 15 (High Velocity Hurricane
Zone) 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 es past of the agreement bet/men the armer and the contractor.
2. Renalling Wood Decks: When replacing roofing, the existing wood roof deck may have to be
r nailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones), of the
Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system).
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 Cellings: Exposed, open beam celli,ngs ere ■JJhere 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 Florida Building Code
provides the option of maintaining this appearance.
�5. Ponding Water: The current roof system and/or deck of the building may not drain well n d
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 oc'v3lnat roofing system is removed. Ponding crynditions 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
scuppers In accordance with the Florida Building Code, Plumbing.
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 shal not be
duced. tt may be benef4c,(at to canstder additional venting which can result to extending the sec�rt�„e, t�.fe of
the ro•
ner's1Agent's Sig
L ot
0 Contractor's Signature
hrip: / /www•co.miami- dade.fl.us / bld roofing_ permiting /owner_notificatio
9/26/2002
D
1
High Velocity Hurricane Zone Uniform Roofing Permit Application Form
MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION
Master Permit No.
Contractor's Name:
Quality Roofing Contractor, Inc.
Low Slope
❑ Asphaltic Shingles
❑ Prescriptive BUR -RAS 150
Low slope roof area (ft.=)
Section A (General Information)
Process No.
Roof Category
❑ Mechanically Fastened Tile
❑ Metal Panel /Shingles
❑ Other:
Roof Type
Job Address:
1201 N.E. 96 Street
❑ New Roof LI1 Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance
Roof System Information
Steep Sloped area (ft. 23sq.
Page 2
Mortar /Adhesive Set Tile
❑ Wood Shingles /Shakes
Are there Gas Vent Stacks located on the roof? ❑ Yes 131 No If yes, what type? ❑ Natural ❑ LPGX
Total (ft. 35sq.
h ttp: / /www.co.miami dade.fl.us/ bldg / roofing_permiting /permit_app_section_a.HTML
Page 1 of 1
6/10/2003
Sketch Roof Plan: Ilustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include
of sections and leve s, clearly identify dimensions of elevated pressure zones and location of parapets.
Perimeter W dth (a): Corner Size (a' x a'):
dimensions
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1
High Velocity Hurricane Zone Uniform Roofing Permit Application Form
MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION
Master Permit No.
Contractor's Name:
Quality Roofing Contractor, Inc.
Low Slope
❑ Asphaltic Shingles
❑ Prescriptive BUR -RAS 150
Low slope roof area (ft.=)
Section A (General Information)
Process No.
Roof Category
❑ Mechanically Fastened Tile
❑ Metal Panel /Shingles
❑ Other:
Roof Type
Job Address:
1201 N.E. 96 Street
❑ New Roof LI1 Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance
Roof System Information
Steep Sloped area (ft. 23sq.
Page 2
Mortar /Adhesive Set Tile
❑ Wood Shingles /Shakes
Are there Gas Vent Stacks located on the roof? ❑ Yes 131 No If yes, what type? ❑ Natural ❑ LPGX
Total (ft. 35sq.
h ttp: / /www.co.miami dade.fl.us/ bldg / roofing_permiting /permit_app_section_a.HTML
Page 1 of 1
6/10/2003
System Manufacturer:
GAF Material Corporation
NOA No: 02-0408.09
Design Wind Pressures, From RAS 128 or Calculations:
Pmax1: -52
Pmax3: -131.4
High Velocity Hurricane Zone Uniform Roofing Permit Application Form
MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION
Section C (Low Sloped Roof System)
Fill in the Specific Roof Assembly components and Identify Manufacturer
(If a component is not used, identify as "NA ")
Pmax 2: -87.3
Maximum Design Pressure, From the Specific
NOA System: 52.5
Deck type: 1" x 6" T & G
• These decks require a fastener pull test by
an approved test Iabratory
Other Deck Type:
n/a
Joist Spacing:
n/a
Slope: 1/2"
Anchor/Base Sheet & No. of Ply(s):
n/a
Anchor/Base Sheet Fastener /Bonding Material:
n/a
Insulation Base Layer /Size & Thickness:
n/a
Base Insulation Fastener /Bonding Material:
n/a
Top Insulation Fastener /Bonding Material:
n/a
Insulation Top Layer /Size & Thickness:
n/a
Page 3
Wood Nailer:
8 Penny nails
Base Sheet(s) & No. of Ply(s):
(1) Glass base sheet
Base Sheet Fastener /Bonding Material:
1 1/4" R/S nails
Ply Sheet(s) & No. of Ply(s):
(1) Ply 4
Ply Sheet Fastener /Bonding Material:
Type III mopping asphalt
Drip Edge Size & Gauge: 3" face 26 ga.
Drip Edge Material Type: Galvinized Metal
Hook Strip /Cleat gauge or weight: N/A
Coping Metal: n/a
Top Ply: Gafglas Mineral Surfaced Cap
Top Ply Fastening /Bonding Material:
Type III mopping asphalt
Surfacing:
n/a
FASTENER SPACING FOR BASESHEET ATTACHMENT
Fastener Type:
1 1 /4 R.S. Nails
http: / /www. co.miami- dade.fl.us/ bldg /roofing_permiting /section_c_4. html
Page 1 of 1
Altemate Fasteners: n/a
1. Field: 9 "o/c@ laps & 2 rows @ 9 " o/c
2. Perimeter: 6 "0/c@ laps & 4 rows @ 6 " o/c
3. Comers: 6 " o/c @ laps & 4 rows @ 6 "o/c
NUMBER OF FASTENERS PER INSULATION BOARD
Field: n/a Perimeter: n/a Comer: n/a
6/10/2003
High Velocity Hurricane Zone Uniform Roofing Permit Application Form
MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION
Illustrate Components Noted and Details as Applicable:
Woodblocking, Gutter, Edge Terminations /Stripping /Flashing, Continuous Cleat, Cant Strip, Base
Flashing,Counterflashing, Coping, Etc.
Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material
Thickness, Fastener Type, Fastener Spacing _
Or: Submit Manufacturers De that Comply with RAS -111 and Chapter 16.
Page 3a
http: / /www.co.miami -dade. fl.us/ bldg / roofing _permiting /section_c_4_2. html
Farepet Wall Height /C Ft.
Mean Roof Height 1/' F t.
Page 1 of 1
6/10/2003
Roof System Manufacturer: Hanson Roof Tile d.b.a. Pioneer Concrete
Notice of Acceptance Number: 02-0916.09
Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations):
P 1: -47.6 P 2 -100.6 P 3 -100.6
Maximum Design Wind Pressures, (From the PCA Specific system): 66.5
High Velocity Hurricane Zone Uniform Roofing Permit Application Form
MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION
Roof Slope: 2 1/2 "/12"
Roof Mean Height: 13
Ridge Ventilation: n/a
Method of Tile Attachment:
Adhesive, Large Paddy Polyfoam Polypro
Alternate Tile Attachment Method: n/a
Clip Spacing for Metal Roof Panels
Field: n/a Perimeters: n/a
Perimeter Width: n/a
Section D (Steep Sloped Roof System)
Comers: n/a
Sloped System Description
Deck Type: 1 " X 6" T &
Page 4
http: / /www. co.miami- dade.fl.us/ bldg /roofing _permiting /section_d_3. html
Alternate Deck Type:
n/a
Underlayment type:
30Ib. ASTM felt
Insulation /Fire Barrier Board:
n/a
Optional Nailable Substrate:
n/a
Fasteners:
1 1/4" R/S Nails
Cap Sheet Type /Adhesive Type:
90Ib. ASTM felt/Typelll asphalt
Roof Covering:
Regal S II Roof Tile
Roof Covering Attachment Method:
Polyfoam Adhesive setting
Drip Edge Size & Gauge: 3" face 26 ga.
Drip Edge Material Type:
Drip Edge Fastener Type:
1 1/4" R/S Nials
Hook Strip /Cleat ga. or weight: N/A
Galvinized Metal
Page 1 of 1
6/17/2003
Mean Roof Height
in Feet
15'
20'
25'
30'
40 '
Roof Slope
1
1
1
1
1
2 :12
34.4
36.5
38.2
39.7
42.2
3:12
32.2
34.4
36.0
37.4
39.8
4:12
30.4
32.2
33.8
35.1
37.3
5:12
28.4
30.1
31.6
32.8
34.9
6:12
26.4
28.0
29.4
30.5
32.4
7i12
24.4
25.9
27.1
28.2
30.0
High Velocity Hurricane Zone Uniform Roofing Permit Application Form
MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION
Section E (Tile Calculations)
For Moment based tile systems, chose either Method 1 or 2. Compare the values
for Mr with the values from Mf. If the Mf values are greater than or equal to the
Mr values, for each aea of the roof, then the tile attachment method is
acceptable.
Method 1 "Moment Based Tile Calculations Per RAS 127"
P1: -47.6 xA 0.311 - Mg: 8.34
P2: -100.6 xA 0.311 -M 8.34
P 3: -100.6 x A 0.311 - M 8.34
Method 2 "Simplified Tile Calculation Per Table Below"
Required Moment of Resistance (Mr) From the Table Below: NOA Mf:
Mr Required Moment Resistance*
*This Table must be used in conjunction with a list of moment based tile
systems endorsed by the Broward county Board of Rules and Appeals.
Page 5
= Mr1: 6.46
= Mr1: 22.95
= Mrl: 22.95
http : / /www. co.miami- dade.fl.us/ bldg /roofing _permiting /section_e_3. htm
NOA Mf: 66.5
NOA Mf: 66.5
NOA Mf: 66.5
Page 1011
6/17/2003
Ml9ul FDADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DMSION
NOTICE OF ACCEPTANCE (NOA)
Hanson Roof Tile d.b.a. Pioneer Concrete Tile
1340 SW 34 Ave
Deerfield Beach, FL 33442
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) 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
Division (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. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: Regal/Spanish "S" II Roof Tile
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 consists of pages 1 through 6.
The submitted documentation was reviewed by Frank Zuloaga, RRC
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
NOA No.: 02 -0916.09
Expiration Date: 12/16/07
Approval Date: 12/19/02
Page 1 of 6
ROOFING ASSEMBLY APPROVAL
Category:
Sub Category:
Material:
1. SCOPE
This renews a roofmg system using Hanson Regal/Spanish `S' 11 Concrete Roof Tile, as
manufactured by Hanson Roof Tile d.b.a.Pioneer Concrete Tile described in Section 2 of this
Notice of Acceptance. For the locations where the pressure requirements, as determined by
applicable building code do not exceed the values listed in section 4 herein. The attachment
calculations shall be done as a moment based system.
2. PRODUCT DESCRIPTION
Manufactured by Test
Applicant Dimensions Specifications
Length: 17 %"
Width: 13 '' /" TAS 112
%2" thick
Hanson Regal / Spanish
"S" II Tile
Trim Pieces
2.1 COMPONENTS OR PRODUCTS MANUFACTURED BY OTHERS
Test Product
Specifications Description
TAS 114 Corrosion resistant screw or Generic
Appendix E smooth shank nails (With current NOA)
Tile Nails
Product
Tile Screws
Roof Tile Mortar
(`"TileTiteT"r ")
Roof Tile Mortar
( "Quikrete® Roof
Tile Mortar #1140 ")
Roof Tile Mortar
("BONSAL® Roof
Tile Mortar Mix")
Roofing
Roofing Tiles
Concrete
Length: varies
Width: varies
Dimensions
Min. 10dx 3"
#8x 2 '''A" long
0.335" head
dia.
0.131" shank
dia.
0.175" screw
thread dia.
N/A
N/A
N/A
TAS 123
TAS 123
TAS 123
TAS 112
Product
Description
High profile concrete roof tile for
direct deck or battened nail -on,
mortar or adhesive set applications.
Accessory trim, concrete roof
pieces for use at hips, rakes, ridges
and valley terminations.
TAS 114 Corrosion resistant, coated, Generic
Appendix E square drive, galvanized,
coarse thread wood screws
Prepared mortar mix
designed for mortar set roof
tile applications.
Prepared mortar mix
designed for mortar set roof
tile applications.
Prepared mortar mix
designed for mortar set roof
tile applications.
Manufacturer
(With current NOA)
Bermuda Roof
Company, Inc. (with
(With current NOA)
Quikrete
Construction
Products
(With current NOA)
W. R. Bonsal Co.
(With current NOA)
NOA No.: 02- 0916.09
Expiration Date: 12/16/07
Approval Date: 12/19/02
Page 2 of 6
Roof Tile Adhesive
( "Polypro®
AH 160 ")
Roof Tile Adhesive
TileBond
Hurricane Clip &
Fasteners
2. LIMITATIONS
N/A
Factory
premixed
canisters
Clips
Min. 'h" width
Min. 0.060"
thick
Clip Fasteners
Min. 8d x 1 /"
4.2 Data For Attachment Calculations
Two - component
See NOA polyurethane adhesive
designed for adhesive set
roof tile applications.
Single component
polyurethane foam roof tile
adhesive
See NOA
TAS 114
Appendix E
Corrosion resistant clips
with corrosion resistant
nails.
Polyfoam Products,
I Inc.
(With current NOA)
Flexible Products
(With current NOA)
Generic
(With current NOA)
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with
RAS 106 may be required, refer to applicable building code.
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to
perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be
submitted to the Building Code Compliance Office for review.
3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications
Standards listed section 4.1 herein.
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof
slope unless stated otherwise by the underlayment material manufacturers published
literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in
compliance with applicable building code.
4. INSTALLATION 1
4.1 Hanson Regal/Spanish `S' II Concrete Roof Tile and its components shall be installed in
strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120.
NOA No.: 02 -0916.09
Expiration Date: 12/16/07
Approval Date: 12/19/02
Page 3 of 6
Table 3: Attachment Resistance Expressed as a Moment - Mr (ft -Ibf)
For Nail -On Systems
Tile
Profile
Fastener Type
Direct Deck
(min 15/32"
plywood)
Direct Deck
(min. 19/32"
plywood)
Battens
Hanson Regal /Spanish
'S' 11
2 -10d Ring Shank Nails
28.6
41.2
19.4
1 -10d Smooth or Screw
Shank Nail
5.1
6.8
2.8
2 -10d Smooth or Screw
Shank Nails
6.9
9.2
7.3
1 .#8 Screw
20.7
20.7
18.1
2 .#8 Screws
43.2
43.2
29.8
1 -10d Smooth or Screw
Shank Nail (Field Clip)
23.1
23.1
19.0
1 -10d Smooth or Screw
Shank Nail (Eave Clip)
29.3
29.3
24.0
2 -10d Smooth or Screw
Shank Nails (Field Clip)
27.6
27.6
38.6
2 -10d Smooth or Screw
Shank Nails (Eave Clip)
38.1
38.1
41.8
2 -10d Ring Shank Nails'
33.1 1
48.1
45.2
1 Installation with a 4" tile headlap and fastemers are located a min. of 2W' from head of tile.
Table 4: Attachment Resistance Expressed as a Moment Mr (ft-Ibf)
For Two Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Hanson Regal/Spanish 'S' II
Adhesive
29.3
2 See manufactures component approval for installation requirements.
3 Flexible Products Company TileBond Average weight per patty 10.7 grams.
Polyfoam Product, Inc. Average weight per patty 8 grams.
Table 2: Restoring Moments due to Gravity - M (ft-Ibf)
Tile
Profile
3 ": 12"
4 ": 12"
5 ": 12"
6 ": 12"
7 ": 12" or
greater
Pioneer
Regal/Spanis
h 'S' 11
Batten
s
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Batten
s
Direct
Deck
Batten
s
Direct
Deck
7.77
8.34
7.65
8.20
7.49
8.03
7.30
7.83
7.10
7.61
Table 1: Aerodynamic Multipliers - X (ft)
Tile
X (ft
X (ft3)
Profile
Batten Application
Direct Deck Application
Pioneer Regal /Spanish 'S' 11
0.287
0.311
NOA No.: 02 -0916.09
Expiration Date: 12/16/07
Approval Date: 12/19/02
Page 4 of 6
p
Table 4A: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf)
For Single Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Hanson Regal/Spanish
'S' 11
Polyfoam PolyPro
66.5
Polyfoam PolyPro
38.7
4 La ,e •add •lacementof63 rams of Pol ProTM.
5 Medium •add •lacement of 24 rams of Pol ProTM.
Table 4B: Attachment Resistance Expressed as a Moment - Mr (ft-lbf)
For Mortar Set Systems
Tile
Profile
Tile
Application
Attachment
Resistance
Hason Regal/Spanish 'S' 11
Mortar Set
24.5
5. LABELING
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo,
or following statement: "Miami -Dade County Product Control Approved".
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Any other documents required by the Building Official or applicable building code
in order to properly evaluate the installation of this system.
NOA No.: 02 -0916.09
Expiration Date: 12/16/07
Approval Date: 12/19/02
Page 5 of 6
PROFILE DRAWINGS
REGAL AKA SPANISH "S" II
END OF THIS ACCEPTANCE
HANSON REGAL/SPANISH `S' II CONCRETE ROOF TILE
NOA No.: 02 -0916.09
Expiration Date: 12/16/07
Approval Date: 12 /19/02
Page 6 of 6
MIAM
NT • N • CE . F
rolyFn:tln Products, Inc.
24 00 Spring Stuebner Road
Spring ,TX 7 '73U-1132
Your application for Notice of Acceptance (NOA), of:
Two Component Polyurcthcne Foam Adhesive
under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of
Construction, and completely described herein, has been recommended for acceptance by the Miami -D
County Building Code Compliance Office (BCCO) under the conditions specified herein,
This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this
product or material at Any time from a jobsite or manutacturer's plant for quality control testing. If this
product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the
use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is
determined by BCCO that this product or material fails to meet the requirements of the South Florida
Building Code.
TIIc expense of such testing will be incurred by the manufacturer,
ACCEPTANCE. NO.: 111.4awl
FXI'IRES: 05/10/2006
T1 S I T • • ► Sf•T ET FP' Al) T
O P� Cf;S 01 SI' • IF
g� _aITIONA
I NG Cgn & p1.1) O UCT F.VTF.W C 4 ?(TYPE
This application for Product Approval has been revived ■ by the BCCO and approved by the Building
Code and Product Review Committee to be used iii Miami -Dade County, Florida under the conditions set
forth above.
APPROVED: Valet/202i
11,0450001 bej 00011th ,pute:lnetkeaee•peaneocan,* patildot
In lariat moil sltldresa: postmaster@buildingeoucooline.com
80it0'd
•
• 10 r • P r o1 A ,? A V r w••/, r T PT A r
£££££S6S0£ 01 t78176L6S S0£
FTN F
M IA -D ADE COUNTY. FLORIDA
hICTRO.DADC FLAGLER 13UILO(NQ
(BUILDING CODE C061hLrANCE OFFICE
MICTRO -DA Dt; I'I,A0iT11 ta1JrIxitsiC
1a1�
w ESTFLACLER STREET. SUITE IGt)3
MIAM1. rtmo (7A 33130.1363
13 OS) 375.2901 FAX (]n3) 373 -I90x
CONTRACTOR 1,ICF.,MLN41 sofa rq
(M1 375 FAX 1)051 J7S.1sss
ccWi'le.>,C- ORENNOiCebitiNY•11WIN ION
(314) 7.5-2 1'AX (305) 375 -2Y1111
Pltou Corn IROL utvtslON
(3 -2902 PAX (AM )/34)19
Rau! Rodrigtio:
Chief Product Control Division
t}
EN 1
2A
Francisco J. Ouintann. R.A.
Director
Kam 11 i -Dade County
fvilding Code Complianc ol}lce
Hamet►11cc: http : / /www.buildingeecicoaline.c
?hS U n r A LAA IN t INA407 w V .
S3I lddf1S ODOU88 dd 8T:60 £002 L0 eldW
** 80 ' 30dd 14101 **
Pn1. a m Pr ducal n
rnnIT
1 1.2a19.6211
Polyurethane
RoO•PING ASSEMBLY A PPROVAL
• aigr2i Roo Ting
S Ca n Roof Tile Adhesive
1 . SCOPE
'rhie approves Polypru® AL11G0 as manufactured by I'oiyfuam Products, Inc as
described in Section 2 of this Notice of Acceptance. For the locations when: the design
pressure requirements, as determined by applicable building code, does not exceed the
design pressure values obtained by calculations in compliance with Roofing Application
Standard RAS 127, for use with approved flat, low, and high profile roadies system using
Polypro®AIi i 60. Where the attachment calculations are done as n moment based system
for single patty placement, and as an uplift bused system for double patty systems
1 PRO DUCT DESCRIPTION
Manufactured by
AnelleanE
Pelyproe A1.1I60
I'anitt pro6D RTF 1000
ProPnclo2 30 & 100
Dinigul
NIA
NIA
N/A
2.1 Components or products manufactured by others:
Any Miami -Dade County Product Control Accepted Roaf'f ifc Assembly having a current NOA
wiiIcIt list uplift resistance values with the use of Polypro All (GO roof tile adhesive,
2.2 Typical Physical Properties:
Prnncrty iett
Density ASTM 0 1622
Compressive ASTM D 1621
Strength
Tensile Strength ASTM D 1623
Water Absorption ASTM 02127
Moisture Vapor ASTM E 96
Transit, i93;011
Dimensional ASTIvt D 2126
Stability
80/80'd
• '11'7'C' r^1 TPVA r,•-,, r
££22£S6SO£ 01 t.8PEL6S S0£
Test
Spyci lig inns
PA 101
ACCEPTANCE No.: il
Approval Date:.rune
Expiration Date: May Ii0,2006
R esu lt s
1.6 IbsfR,'
18 PSI Parallel to rise
' 12 PSI Perpendicular to rise
. 23 rSt Parallel to rise
0.08 (.bs.1Ft
3.1 Perm / Inch
.+'0,01% Volume Change « -40 P..2
weeks
*1.0% Volume Chnn n
I tumidity. 2.v. ks
Product
Description
Two component
polyurethane
Dispensing Equipment
Dispensing equipment
Frank yuloaga. RRC
Product Control examiner
S3I 7 ddf1S ODadd8 lid ZE : 60 MOO 1,0 dbW
.nn 1%+
Polyfoam 1'roduts. Its ACCEPTANCE No.: I-052 ,02
Note: ' The physical properties listed above are presented as typical average values ns dcteru► ned by
accepted ASTM test methods and are subject to normal manufacturing variation.
3. LIMITATIONS
3• t Fire classification is not part of this acceptance. Refer to the Prepared Roof Ile
Assembly for fire rating.
3.2 Polypro® A1{160 shall solely be used with flat, low, & high tilt profiles.
3.3 Minimum underlayments shall be in compliance with the Rooting Application
Standard RAS 120.
3,4 Roof Tile manufactures acquiring acceptance for the use of Polypro® AS-116 root'
tile adhesive with their We assemblies shall test in accordance with PA 101.
3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the
use of Polypro® A1i160 roof tile adhesive with their We assemblies shall test in
accordance with PA 101 and with section 10.4 as modified herein.
-w
F' 2
_`�
4. INSTALLATION
4.1 Polypro ®AI.1.160 may be used with any roof tile assembly having a current NOA that
lists uplift resistance values with the use of Polypro® Af-i 160,
4.2 Polypro® AN 160 shall be applied in compliance with the Component Applicatio
section and the corresponding Placement Details noted herein, The roof tile
assembly's adhesive attachment with the use of Polypro® A1.1160 shalt provide
sufficient attachment resistance, expressed as an uplift based system, to meet or exceed
the uplift resistance determined in compliance with Miarni -Dade County Roofing
Application Standards RAS 127, The adhesive attachment data is noted in the roof
the assembly NOA
4.3 Polypro® AI-1160 roof tile adhesive and its totnponettts shall be installed in
accordance with Roofing Application Standard RAS 120, and Polyfoam Products Inc.
Polypro® AH160 Operating instruction and Maintenance Booklet.
4.4 Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed
by Polyfoam Products, Inc, Polyfoam Products Inc. shall supply a list of approved
applicators to the authority having jurisdiction,
4.5 Calibration of the Foampro® dispensing equipment is required before application of'
any adhesive. The mix ratio between the "A" component and the "B" component shall
be maintained between 1.0 -1,15 (A) : 1.0 (B). The dispense timer shall be set to
deliver 0,0175 to 0.15 pounds per tile as detertrained at calibration, No other stair gs
shall be approved.
4.6 Polypro® A[•1160 shall be applied with i-oatnpro 1ZTP or ProPack® 30 & 10
dispensing equipment only,
4.7 Polypro® At-1160 shall not be exposed permanently to swill
80/L0'd
3
- 901 Ct'1n/rnvr fvneTnni
£££££S6S0£ Ol b8176L6S S0£
MS
Frank Zu1oaga. RRC
Product Control f:xanuner
PLAT w l A raw T•n T . A.. V ..
S3I1ddfS 00Qtd8 ad TZ :60 E001E L0 6CW
cnn Pal,
Poi g r Prod in ,
4 :8 Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3
minutes after Polyproe AH 160 has been dispensed.
4.9 PoIyproe AM i GO placement and minirnum patty weigh: shall be in accordance with
the 'Placement Details' herein. Each generic tile prplile requires the specific placement
noted herein.
Table I: Adhesive Placement For E Jlcla Cerleric Tile Profile
Single Muddy Wright
Min. (grams)
TileProfilc
Plutement
Deti
Pint, Low, NroFlcs
IHigl1 Profile (2 Piece Barrel) tit
[Plat. Low, Hi!h
[ Flat. Low. Hi ■ls Prot;ics
`. LABELING
86/90'6
#I
4
•■1t7 4 t'Y .A,vna.. mvn r.4...
35
1 7 /side on cap and
34/ an
ACCEPTANCE N. SLAILIL2
Two Paddy Weight
per paddy rOht.
rains
All Polyproe AH 160 containers shell comply with the Standard Conditions listed herein.
6. BUILDING PERMIT REQUIREMENTS
6.1 As required by :he Building Official or applicable Building Code in order to
properly evaluate the installation of this system.
FrankLuloaga, RKC
Product Control Examiner
a££ES6S02 01 PBb5L6S S0L S31 OOQtia'd ad '2:60 ZOOZ LO acw
onri
P.�IYC�tu P Inc.
I) Plat! mwviA oottOro k aehl.re 11Io 3)
Imam Who, heontlelNAA.P!AIi.
lawn craw! vplb! d...n ?Um +eral.e Vi 1n,
T. 1 I% From vYhlda lads H cow MN,
Then Intuit U. I`,
Ulporllpryn;
Dr Md r! V
um PoN$pl.ne
Uri gre.pA oingc carom
1IAClpwq
80 /
ACCEPTANCE No- : 01- 0521,02
ADHESIVE PLACEMENT DETAIL 1
SINGLE PATTY
5
• Nvr • e-r..,nnv a www e...., .
££££2S6S0£ 01 P8t752,6S SO2
Frank zuloabn R.RC
Product Control Examiner
S3I7ddlIS Oalidele lid 0E:60 E00E L0 8d14
nned
I' Ivfon Prod +ct Ie►e:.
Nail I ,ove l platUc ctrunt
Unaenepaeel
C+nCoune
Pally (tenc,ph nh(
Nell throupn p13$UC cement
llnde 41717011
Padd* (Beneetd T1101
rs
Weephok
Qew closure
edge
ACCEPTANCE N0. : 1-0C2 1.02
ADHESIVE PLACEMENT DETAIL 2
SINGLE PATTY
6
Fra,lk Zuloaga, RRC
Product Control C•.xaminur
•'1UT 4 CT�:1MAvi r *vn.:? n r +awe n . n LAO. .40. ww. .+ �... ...
£££££S6S0£ 01 beb6L6S S0£ 9317.:01S MOW: 2Jd 0Z : 60 £00Z L0 2l�W
eQtyloatil Prothictl,
Ewe Mutt
Noll through plastic cement
/et tn. x 31n.
Watt pc*
an undodaynot
paddy
an too or tile
Sin* Daddy
on top or rho
t.ort
taxi
Ni through oloatte heroin(
x 5 In.
SIng1/4, paddy en
tlynteeil
Single paddy
on lap el Ma
54 *0/
urgiar
80/20
ADHESIVE PLACEMENT DTML 3
Dow LE PATTY
7
WVAJT
EEMES6SOE Oi 8p66 S SOE
AcccrrAricc No. : 01-0c21.02
AO
Rai! through piactic cement Vngle paddy under
',the &Aroma ni 9Infite pJeldy between We
Zuloasa. RAE
1 rodUCt Carol Exunirxr
...V
11n. 1 In. median,
Oat paddy al le
Course only
Fascia
Meth*
gave claim
oft •
S311ddIS OD(10861 ;:H 6T:60 VOOZ LO Zid14
son
PoNfoant PrnduCts, Inc. ACCEPTANCE No.: 01.052 .02
I Rcn_wat o1' this Acceptance (approval) shall be considered after a renewal application has b, en filed
a:hd the original submitted. documents, includ test data, La:sincering documents. arc no
older than eight (1S) years.
2. Any and all approved products shall be permanently labeled %vid: the :manufacturer's name, c'.tv,
state, rind the following statement: "Miami -Dade County Product Control Approval" or as
specifically stated in the specific conditions of this Acceptance.
2. Renewals of Acceptance will not be considered if:
a. Them: has been a change in the South Florida building Code atTecting the evaluation of this
product and the product is not in compiiance with the code changes.
U. The product is no longer the santt: product (identical) as tlhc one originally approved.
a. If the Acceptance holder has not complied with all the requirements of this acceptance,
including the correct installation of the product,
d. The engineer tope originally prepared, signed and scaled the required documentation initially
submitted, is no forger practicing the engineering profession, •
�. Any revision or change in the materials, use, and /or manufucturc of the product or process shall
automatically be cause for termination of this Acceptance, unless prior written approval has been
naquesred (through the Filing of a revision application with appropriate ice) 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.
1, Misuse of this Acceptance as an endorsement or any product, for sales, advcrtisiny ar any
other purposes.
6. Tile Notice: of number preceded by the words lvlianti -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. rh atly portion of the Notice of
Acceptance is displayed, then it shall be done in its entirety.
7. A copy of this Acceptance as %veil as approved drawings and other documents, where it applies shall
be provld td to the user by Lhc manufacturer or its distributors and shall be available for itupection at
the job site nt all tints. The enginrx:r need not reseal the copies
h. Failure to comply with any section of this Acceptance shall be cause for termination and removal of
Acceptance
9. This Notice of Acceptance consists of pages 1 through S.
END OF THIS ACCEPTANCE
8020 ' d
"1ATT'or- vinnSJ rvnJ7 -Tn1
£££E£S6S0£ 01 b8t76L6S SO2
Prank Zuloab t, R14C
Product Control Examiner
•�n7 nrn inn •.t.I nn. 1. •..
S3I lddf S OOQd68 rid 6T:60 £00ir L0 ?kW
MIA MMADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
GAF Material Corporation
1361 Alps Road
Wayne, NJ 07470
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by the BCCO and accepted by the Building Code nd Product
Review Committee 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
Division (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. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 High Veloc Hurricane
Zone of the Florida Building Code.
DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Deck./
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA 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 fpr inspection at the job site at the request of the Building Official.
This NOA consists of pages 1 through 21.
The submitted documentation was reviewed by Frank Zuloaga, RRC
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
NOA No: 02- 0408.6
Expiration Date: 11/04/'
Approval Date: 05/2
Page 1
Deck Type 1: Wood, Non - insulated New Construction or Reroof
Deck Description: 19 or greater I
$ plywood or wood plank decks
System Type E (1)c Base sheet mechanically fastened.
All General and System Limitations shall apply.
Base sheet:
GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated
Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID
SBS Heat- WeIdrM Smooth or RUBEROID SBS Heat -Weld 25 base sheet
mechanically fastened to deck as described below;
Fastening Options: GAFGLAS® Ply 4 ®, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or
any of above Base sheets attached to deck with approved annular ring shank
nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two
rows 12" o.c. in the field.
(Maximum Design Pressure —4S psf, See General Limitation #7)
GAFGLAS® Ply 40, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or
any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or
#14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The
other rows are equally spaced approximately 12" o.c. in the field of the sheet.
(Maximum Design Pressure —4S psf, See General Limitation #7)
GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base
sheets attached to deck with approved annular ring shank nails and tin caps at a
fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the
field. (Maximum Design Pressure —52.5 psf, See General Limitation #7)
GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with
Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One
row is in the 2" side lap. The other rows are equally spaced approximately 9"
o.c. in the field of the sheet.
(Maximum Design Pressure —60 psf, See General Limitation #7)
Any of above Base sheets attached to deck approved annular ring shank nails
and 3" inverted Drill -Tec (GAFTITE) insulation plates at a fastener spacing of
9" o.c. at the 4" lap staggered in two rows 9" in the field.
(Maximum .Design Pressure —60 psf, See General Limitation #7)
GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with
Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One
row is in the 2" side lap. The other rows are equally spaced approximately 9"
o.c. in the field of the sheet.
Ply Sheet: (Maximum Design Pressure —7S psf, See General Limitation #7)
One or more plies of GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6® ply sheet,
#80 Ultima, RUBEROID MOP Smooth or RUBEROID 20 adhered in a full
mopping of approved asphalt applied within the EVT range and at a rate of 20-
40 lbsisq.
Cap Sheet: (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.
NOA No: 02 0408.09
Expiration Date: 11/04/03
Approval Date: 05/23/02
Page 18 of 21
Surfacing: (Required if no cap sheet is used) install one of the following:
1. GAF Roofing Bitumen with an application rate of 20 lbs. /sq with an
application rate of 1.5 gal. /sq.; or GAF WEATHER COAT® Emulsion
(Matrix 305 Fibered Emulsion) with an application rate of 3 gal. /sq.; or GAF
Premium Fibered Aluminum Roof Coating (Matrix System Pro Aluminum
Roof Coating Fibered 301) 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. & 300 lbs. /sq., respectively.
3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB ( Plus
(Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC
applied at rate of 1 -1.5 gal /sq.
Maximum Design
Pressure: See Fastening Above
NOA No: 02- 0408.09
Expiration Date: 11/04/03
Approval Date: 05/23/02
Page 19 of 21
WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet is required with Ply, 4 and Flex Ply 6 when used as a mechanically fastened base or
anchor sheet.
2. Minimum' /." Dens Deck or %s Type X gypsum board is acceptable to be installed directly over the
wood deck.
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 20 -40 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 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 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 lbf., 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. (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 with 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.)
END OF THIS ACCEPTANCE
NOA No: 02- 0408.09
Expiration Date: 11/04/03
Approval Date: 05/23/02
Page 21 of 21
ROOF COVERING MATERIALS (TEVT)
Roofing Systems (TGFU)— Continued
GAFGLAS #80 Premium Base Sheet may be used in •any, of the following
systems.
"GAFglas Flex Ply 6" is a suitable alternate to "GAFglas Ply 6 ".
"GAFTEMP Permalite Recover Board" may be used in lieu of any perlite
insulation in any of the following NC Classifications.
Class A, B and C
Hot roofing asphalt, for use with organic and glass felts or modified bitumen
membranes.
"Ruberoid Heat Weld" SBS roofing membraner may be used in lieu of
"Ruberoid Mop" SBS products in any applicable Classification.
Class A
I. Deck: C -15/32 Incline: 3
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 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 G1 "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 GI "GAFGLAS Ply 4" or "GAF-
GLAS 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 #75 Base Sheet" (may be
nailed).
Ply Sheet: One or more layers of Type GI "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 #75 Base Sheet".
Ply Sheet One or more layers of Type GI "GAFGLAS Ply 4" or
GAFGLAS Ply 6 ".
Cap Sheet One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap
Sheet ".
Deck: C -15/32 Incline: 2
Insulation: One or more layers perlite, glass fiber isocyanurate, ure-
thane, perlite /isocyanurate composite, perlite /urethane composite, phe-
nolic, 1.0 in. min (offset from plywood joints 6 in.).
Base Sheet: One or more layers of Type GI, G2 or C3.
Membrane: One or more layers of "Ruberoid Torch" (smooth or
granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or
granule) or "Ruberoid Mop Pius" (granule):
Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped.
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.
Ply Sheet (Optional): One or more layers of Type GI.
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)!
2UU2 HOOFING MATERIALS AND SYSTEMS DIRECTORY
LOOK FOR THE UL MARK ON PRODUCT
ROOF COVERING MATERIALS (TEVT)
Roofing Systems (TGFU)— Continued
Cap Sheet: "GAFGLAS Mineral Sill Cap Sheer', 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 Gl "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 Gl, 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/
urethane composite, wood fiber/ isocyanurate composite, phenolic, any
thickness.
Ply Sheet: Three or more layers of Type Gl "GAFGLAS Ply 4" or
"GAFGLAS Ply 6 ".
Surfacing: "Special Roofing Bitumen" 20 Ibs /sq.
COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR
Class A
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
urethane composite, wood fiber /isocyanurate composite, phenolic, any
thickness.
Ply Sheet: Three or more layers of Type GI "GAFGLAS Ply 4" or
"GAFGLAS Pty 6 ", hot mopped with coal tar bitumen.
Surfacing: Gravel.
COMBINATION HOT AND COLD SYSTEMS
Class A
1. Deck: NC Incline: 2
Insulation (Optional): One or more layers perlite, wood fiber or glass
fiber, 2 in. max.
Ply Sheet: Three or more layers of Type G1 "GAFGLAS PIy 4" or
"GAFGLAS Ply 6 ".
Surfacing: Grundy Industries "al MB Alum num Roof Coating" at
1 -1/2 gal /sq.
2. Deck: NC Incline: 1
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 of Type Gl "GAFGLAS PIy 4" or
"GAFGLAS PIy 6 ".
Surfacing: "Weather Coat Emulsion" at 3 gal /sq. •
3. Deck: NC Incline: 1/2
Insulation: One or two layers "Isotherm R ", 4 in., hot mopped.
Ply Sheet: Any UL Classified gravel surfaced C ass A asphalt glass fiber
mat system.
4. Deck: NC Incline: 2
Insulation (Optional): isocyanurate, perlite, isocyanurate /composite;,
wood fiber and glass fiber, any thickness, mechanically fastened.
Base Sheet: One ply Type G1'or G2, mechanically fastened or hot
mopped.
Ply Sheet: One or more plies Type Gl or G2, adhered with hot roofing
asphalt.
ti Surfacing: "d Premium Fibered Aluminum Roof Coating ", 1 -1/2
gal /sq or "GAF Weather Coat Emulsion ", 3 gal /sq.
5. Deck: NC Incline: 1
Insulation (Optional): Perlite, glass fiber, polyisocyanurate, wood fiber,
mechanically fastened, any thickness.
173
Owner's Name and Address /14-0
Registered Architect and /or Engineer
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
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 a' building during progress of the work. ()
Date
SEC X21
Name and address of licensed contractor_._.A_ i 2_- — 1`
Location and legal description of lot to be built on:
Lot Block Subdivision
Street and Number where work is to be done / l 4J4 6 r ST-
State work to be done and purpose of building (by floors)
Az/ 4/.F.96
Remarks (Signed)
iti r ‘ sc,_
,19 .S - ?
No /2 C P Street`) 6 S
and for no other purpose.
New Building Remodeling. Addition Repairs No. of Stories
To be constructed of Kind of founfia *on i2/ f2Covering
Estimated Total cost of improvements $ Amount of Permit $
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 a its construction may
be sent to
The undersigned applicant for this building pennit 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 subcontractors, on work to performed under this
permit, as are licensed by Miami Shores Village.
STATE OF FLORIDA,
COUNTY OF DADE. ss
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 egoing application, and that he did sign the same, and that all facts
therein by him stated are true.
Permit No 63 r
Date
Disapproved � / Date.
(Signed) C
Building Inspecto
I�– Z
P "ANNING BOARD DATE
Read, Sworn to and Subscribed before me.
"—Notary Public, State of Florida
My Commission Expires
Chainnan
Member
Member
Council Approved Date
NOTE: A charge of $1.00 will be made for making corrections
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.
Member
Member
Member
Disapproved
or changes to this application after approval
Date
has been obtained from
Owner's Name and Address`:
Registered Architect and /or Engineer
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
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.
Name and address of licensed contractor fi
7"4-7"-
Location and legal description of lot to be built on:
Lot Block Subdivision
Street and Number where work is to be done ! rr
State work to be done and purpose of building (by floors) Ta—e' i
Date 1,2 p 19S 7
.2'®
No.. 1 Street( 9 4 4 '
^ " (- Ltd
and for no other purpose.
New Building Remodeling Addition Repairs No. of Stories
To be constructed of Kind f foigtiation Roof Covering
Estimated Total cost of improvements $ `T ® Amount of Permit $ '2.. .. c?
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 pennit does hereby certify that he understands and accepts his obl gations 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 subcontr tors, on work to be performed under this
permit, as are licensed by Miami Shores Village.
Remarks (Signed)
STATE OF FLORIDA,
COUNTY OF DADE. ss
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 facts
therein by him stated are true.
Date Read, Sworn to and Subscribed before me.
Date
Permit No
Disapproved
( Signed)
Notary Public, State of Florida
Building Inspector My Commission Expires
PLANNING 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.
Sez.
MRS. ROGER GRAHAM HUTCHISON
1201 NORTH EAST 96TH STREET
MIAMI SHORES 38, FLORIDA
11144-
7-5 5L70.
■