1170 NE 100 St (4)Date
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
10 -9 -00 JobAddress 1170 N.E. 100 Street Tax Folio
Legal Description Historically Designated: Yes
Owner/L.essee /Tenant Mr. Akerman
Owner'SAddress 1170 N.E. 100 Street Miami Shores
ContractingCo.Quality Roofing Contractor, Inc. Address
Qualifier Carlos Arocho SS#
1
Notary as to Owner or Condo President ij Date
„0.'ik MARYLOU HERNANDEZ •
'f,,1 MY COMMISSION # CC 680474
lied
s op EXPIRES: October 10, 2001
'. ; Bondeo Thru Notary Public Underwriters
My Commission Expires:
FEES: PERMIT RADON
APPROVED:
Zoning
Mechanical
C.C.F.
Building 06042010
NOTARY
Electrical
Master Permit #
Phone 757 -1943 •
Notary as to Contr r or or Owner - Builder
My Commission Expires:
BOND
No
y17 2
13800 N.W. 1st Avenue
WORK DESCRIPTION Tear off old roof to wood deck,
=galvanized eaves metals where
•
one layer of 901b. ASTM felt, install Spnish
tiles with polytoam adhesive setting.
Square Ft . 2 8 s q . Tile Estimated Cost (value) $ 1 0'•, 000.00
Phone 751-0382
State # RC 0 0 5 8 6 2 7 Municipal # Competency # . 17889 Ins. Co.
Architect/Engineer Address
Bonding Company Address
Mortgagor . Address
Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING
TOTAL DUE
FENCE SIGN
tin cap 301b. ASTM felt, install
required, mop,on with type 111
S Clay Altusa Terracotta colorthru
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 zonin:. urtherm• - I authorize the above -named contractor to do the work stated.
—.. A9—.9-00 Cam / — 1' -7C7
of own • • or Condo President Date Signature of Contractor or Owner- : uilder Date
MARYLOU HERNANDEZ
MY COMMISSION # CC 680474
EXPIRES: October 10, 2001
Bonded Thru Notary Public Underwriters
e _q --ca,
Plumbing Structural Engineer
NOTICE OF COMMENCEMENT
• A'RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO. TAX FOLIO NO.
STATE OF FLORIDA:
COUNTY OF DADE:
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 Commencement.
1. Legal description of property and street address: 1 1 70 N . E . 1 00 Street
2. Description of improvement: Install new Tile roof .
3. Owner(s) name and address: Mr . Akerman
_ r �
1•
Interest in property: Owner
1
Name and address of fee simple titleholder: N/A
5. Surety:(Payment bond required by owner from contractor, if any)
Name and address: N/A
Amount of bond $ 0 0
6. Lender's name and address: N /A
Signature of Owner /
Print Owner's Name ,/ 1 �12 4
Sworn to and subscribed before me this 9 day of OL ",
Notary Public II a Lc.
Print Notary's Name
My Commission Expires
Miami Shore*, Florida 33138
4. Contractor's name and address: Qta ality unp,f jn? �ortra ^tors . T nr-
13800 NW 1st Avenue Miami, FLorida 33168
7. Persons within the State of Florida designated by Owner upon whom notices or other
by Section 713.13(1)(a)7., Florida Statutes,
Name and address: N /A
STATE OF FLORIDA, COUNTY OF DADE
I HEREBY CERTIFY that thrs rs non c I the
-
, AC ?0
WITNESS my han . . 'ticral Seal.
IARVFV R111/11\1, I (`Irr,eir inr1 ('r r>y
By r I,iIM& D.C.
•�, ments may be served as provided
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: N / A
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)
, 200.
YLOU HERNANDEY
74
EXPIRES: October 10, 2001
rU 'otary Public Underwriters
00R503 4.60 2000 OCT 23 09:09
'da 3313
:) COO/
CLERIC
f: -ZR
Prepared by('.arl na Arnnhn
Quality RoofingCOntractoi
Address: 1 3800 NW 1st Avcnu
Miami, FL 33168
Appendix "E"
UNIFORM ROOFING PERMIT APPLICATION
PROCESS No.
Contractor's Name:OV,U 1 N 1/4i �1f�(� t ecAf G�c -- r Job Address:
ilrio Q, E. too SI-rec4
ROOF CATEGORY �/
❑ (Low Slope Application) ❑ (Nail -On Tile) E (Mortar-‘lhesive Set Ti e
❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other)
ROOF TYPE
❑ New Roof iRe ❑ Recovering ❑ Repair ❑ Maintenance
Flat Roof Area (ft Sloped Roof Area (ft „? g $ e � , Total (ft (;28-,5 9. Master Permit No.
Exposure category (per ASCE 7 -88): C Building Classification category (per ASCE 7 -88 table 1): -
Ft.
V
A
Deck • e:
AT CHMENT
Fastener Type:
SPACING
Field: Perimeter: Co per:
123.01 -78 4,98
DETAIL 1 & 2
ROOF HEIGHT AND SYSTEM DETAILS
(Draw details as needed)
Page -1
` -- 3
r
r
'ROOF PLAN
—4
(Pmax1: J2, 3 x X (Aerod Multiplier): I9.J t
(Pmaxl: � D3.'1 x X. (Aerod nic Multiplier): , 8��� ) -
(Pmax3: ( 03.1 x ? (Aerodynamic Multiplier): 000 ® ) -
Appendix "E"
UNIFORM ROOFING PERMIT APPLICATION
PROCESS No.
Ridge Ventilation?
1 NI
MEAN HEIGHT
Deck type:
3
WOO yCLe
Underlayluent:
z
Iluulatlon:
12"
ROOF SLOP[
D E T A I L 3
SLOPED SYSTEM DESCRIPTION
301b. A sT/
NI) Pr
Fastener type & spacing:
Cap Sheet:
Roof Covering:
Drip edge:
/a r / o.c. q `'o G�l
c . Corn ers
< 9 4 /var cz.d ecc-' r•
ATTACHMENTS REQUIRED
I) Fire Directory Listing Page
2) Miami -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
let rr4cvi4 6 /Shrti
TILE CALCULATIONS aSk t vi
M S 3 $ = Mri: /`I /7 PCA: ( .5O
M 3S = Mr2 )•). j PCA: loLSO
M S.3J" = M ,S PCA: 1410,
As it pertains io 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 all the minimum requirements and standards of the indus-
try 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 - Workmanship: The workmanship provisions of Chapter 34 are for the purpose of providing that the roof-
ing 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.
3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. town-
houses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the
occtipar,ts 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 under-
side of the decking may not be acceptable. The SFBC provides the option of maintaining this appearance.
0
APPENDIX "F"
REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
01.2. 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.)
5. 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 roof-
ing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions
should be corrected.
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 Chapter 23 of the SFBC.
7 . Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structur-
al assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to
consider venting which can result in extending the service life for the roof.
ai l 8. The owner may contact • Miami -Dade County Consumer Services Department for further information re ardin
the absve. g g
Owner s /A ture Date
123.01.12 PAGE 2 7/99
Contractor's Signature
01/28/2000 11:31 3056659626
MIAMI
The expense of such testing will be incurred by the manufacturer.
Acceptance No.:99- 1102.04 (Revises No.: 97 -0918.02)
Expires:12 /16/2002
COMA CAST CORPORATIO PAGE 02
MIAMI-DADE COUNTY. FLORID,
METRO•DADE FLAGLER BUILDIN(
BUILDING CODE COMPLIANCE OFFICI
METRO.OADE FLAGLER BUILDINI
140 WEST FLAGLER STREET. SUITE t60
MIAMI. FLORIDA 33130.156
(305) 375.2901 FAX (305) 375.290
CONTRACTOR LICENSING SECTIOW
(305) 371.2527 FAX (303) 375.251
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Almar (USA), Inc.
6645 NW 77 Ave. -
Miami: FL 33166 CONTRACTOR ENFORCEMENT SECTIOP
(303) 373.3966 FAX (303) 375.2901
application for Product Approval of: PRODUCT CONTROL DIVISIOD
Your a
PP pp (305) 375.2902 PAX (305) 372 -6331
Altusa "S" Tile
under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types
Construction, and completely described herein, has been recommended for acceptance by the Miami -Dad
County Building Code Compliance Office (BCCO) under the conditions specified herein.
This approval shw.l not be valid after the expiration date stated below. BCCO reserves the right to secure'
product or material at anytime from a jobsite or manufacturer's plant for quality control testing.
If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspen
the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is
determined BCCO that this product or material fails to meet the requirements of the South Florida Buildir
Code.
Raul Rodriguez
Chief Product Control Divisi
THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE & PRODUCT REVIEW COMMITTEE
This application for Product Approval has been reviewed by the BCCO and approved by the Building Co(
and Product Review Committee to be used in Dade County, Florida under the conditions set forth above.
Approved:12 /16/1999
1 of 8
t
ranctsco . uintana, .A.
Director
Miami -Dade County
Building Code Compliance C
Interact 6161I address; pottmauer ebuiidiaseedtoatine.com Houupatec btip :/lwww.buIIdlagcodeonlint.coat
01/28/2000 11:31 3056659626
Trim Pieces
Product
1030 Felt
#43 Coated Base
Sheet
Category: Prepared Roofing
Sub Category: High Profile Tile
2. PRODUCT DESCRIPTION
Manufactured by
Apnlicanl
One Piece 'S' Tile
Dimensions
1 18'4"
w - 10"
thick nominal
1 - varies
w - varies
varying thickness
pintensions
N/A
N/A
Test
,specification!
Test
Specifications
ASTM D 226
type II
ASTM D 2626
2
COMA CAST CORPORATIO
ALMAR (USA), INC. ACCEPTANCE No. : 99- 1102.04
2.1 Components or products manufactured by others
PAGE 03
APPROVED :December 16, 1999
EXPIRES :December 16, 2002
;NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
1. SCOPE
This revises a roofing system using Almar 'One Piece S' Clay Roof Tile, as manufactured
Almar (USA), Inc. described in Section 2 of this Notice of Acceptance, designed to comply
with the South Florida Building Code, 1994 Edition for Mlami -Dade County. For the
locations where the pressure requirements, as determined by SFBC Chapter 23, do not
exceed the design pressure values obtain by calculations in compliance with RAS 127
using the values listed in section 4 herein. The attachment calculations shall be done as a
moment based system.
Product
Description
PA 112 High profile clay roof tile. For direct deck or
batten nail -on, mortar set or adhesive set
applications.
PA 112 Accessory trim, clay roof pieces for use at hips,
rakes, ridges and valley terminations.
Manufactured for each tile profile.
P
Description
Saturated and coated
organic base sheet for
single or double ply
underla
Manufactgrcr
Saturated organic felt to generic
be used as a nailed
anchor sheet.
generic
Frank Zuloapa, RRC
Roofing Product Control Examiner
01/28/2070 . 11:31 3056659626
ALMIAR (USA), INC.
Wood Battens
Tile Screws
APPROVED :December 16, 1999
EXPIRES :December 16, 2002
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
Test
product Dimengistn:t ' $neciflcatlons
'M'ineral Surface N/A ASTM D 249 Mineral surfaced asphalt generic
Cap Sheet — roll roofing for use as a
top ply in a double ply
underlayment system.
PA 104 Single ply, nail -on
underlayment with 2"
selfadhering top edge.
Rainproof !I
Ice and Water
Shield
30" x 75' roll
36" x 75' roll
or
60 "x75'roll
36" x 75' roll
vertical
min. I " x4"
horizontal
min. l" x 4' for use
with vertical battens or
min. 1" x 2" for use
alone
Tile Nails Min. IOd x 3"
as x 2 %" long
0.335" head dia.
0.131" shank dia.
0.175" setrew thread
diameter
Roof Tile Mortar N/A PA 123
("TiieTitem ")
COMA CAST CORPORATIO PAGE 04
PA 103 Self - adhering
underlayment for use as
a top ply ina two ply
underlayment system
with Approved 00 or
1143 u the base layer.
Wood Preservers Salt pressure treated or
institute LP • 2 decay resistant lumber
battens
PA 114
Appendix E
PA 114
Appendix E
ACCEPTANCE No.: 99-1102.04
Product
4G bljtaufacturer
Corrosion resistant,
smooth, screw or annular
ring shank nail.
Corrosion resfstand coated.
square drive, galvanized.
coarse thread wood screw
Prepared mOttar m ix
designed for mortar set
roof tile applications.
Protact-O-Wrap,
Inc.
with current NOA
W.R. Orace Co.
with current NOA
generic
generic
generic
Bermuda Roof
Company, Inc.
(with current
NOA)
Frterk Twinge, RRC
Rooting Product Control Examiner
01/28/2000 11 :31 3056668626
ALMAR (USA), INC.
Roo f Tile
Adhesive
( "Polyproc
AH 160 ")
Tile -Bond
COMA CAST CORPORATIO
Test Product
eCstdJEs.1 Qbacialuns SQiciltcuttgns Daraiatian
Quickcrete Roof N/A PA 123 Prepared mortar mix
Tile Mortar designed for mortar set
roof tile applications.
NIA See PCA Two component
polyurethane adhesive
designed for adhesive set
roof tile applications.
Factory premixed See PCA Single component
canisters polyurethane foam roof
tile adhesive
3. LIMITATIONS
4
PAGE 05
ACCEPTANCE No.: 99- 119100
APPROVED :December 16, 1999
EXPIRES :December 16, 2002
Sew ractttrer
Quickrete Mortar
(with current
NOA)
Polyfoam
Products, Inc.
(with current
NOA)
Flexible Products
(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 shall be
performed in accordance with RAS 106.
3.3 Applicant shall retain the services of a Miami - Dade County Certified Laboratory
to perform quarterly test in accordance with PA 112, appendix 'A'. Such testing
shall be submitted to the Building Code Compliance Office for review.
3.4 Minimum underlayments 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 chapter 29 of the SFBC.
3.7 May be installed on slopes 7:12 and greater.
4. INSTALLATION
4.1 Almar 'One Piece S' Clay Roof Tile and its components shall be installed in strict
compliance with Miami Dade County Roofing Application Standard RAS 118, RAS
119, and RAS 120.
Frank Zuloaae, RRC
Rooting Product Control Examiner
Table 1: Aerodynamic
Multipliers - X. (ft')
Tile
Profile
J1( )
Batten Application
0.253
X ( )
Direct Deck Application
0.274
One Piece 'S' Tile
Table 3: Attachment Resistance Expressed as a Moment • Mr (ft -Ibf)
for Nail •On Systems
Tile
Profile
Fastener Type
Direct Deck
(min 18/2"
plywood)
'
Direct Deck
(min. 19/32"
plywood)
Battens
One Piece 'S'
Tile
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
6.8
9.2
7.3
1 .#8 Screw
28.7
28.7
N/A
2 .#8 Screws
58.2
38.2
26.8
1 -10d Smooth or Screw
Shank Nail (Field Clip)
23.1
23.1
19.0.:
1.10d Smooth or Screw
Shank NadjEave Clip)
21.3
29.3
24,0
2•10d Smooth or Screw
Shank Nails Geld Clip)
27.6
27.6
38.6
2 -10d Smooth or Screw
Shank Nail$ (Ea Cllp)
38.1
38.1
41.8
2.134 Ring Shank Nails
33.1
48.1
45.2
I ' Installation with we tile headlap and testament aro located s min. of 2%* from head of die.
01/28/2000 11:31
3056659626
ALMIAR (USA), INC.
4.2 Data For Attachment Calculations
COMA CAST CORPORATIO PAGE 06
ACCEPTANCE No.: 994102.04
APPROVED :December 16, 1999
EXPIRES :December 16, 2002
Tile
Profile
One Piece 'S'
Tile
Table 2: Restoring Moments due to Gravity • M, (ft -Ibf
3 ":12"
or less
Battens
4.47
Direet
Deck
5.35
4 " :12"
Battens
4.40
Direct
Deck
5.27
5 ":12"
Batters
4.31
Dired
Deck
5.10
6 ":12"
Battens
4.20
Direct
5.03
7 ":12" or
greater
aattena
414
Direct
Dock
4.89
Zuloaga, RRC
Rooting Product Control Examiner
01/2B/2000 11:31
3056659626
ALN1AR (USA), INC.
COMA CAST CORPORATIO
ACCEPTANCE No.: 99- 1102,04
APPROVED :December 16, 1999
:December 16, 2002
EXPIRES
Table 4: Attachment Resistance Expressed as a Moment M (ft -lbf)
for Two Patty Adhesive Set S sterns
Tile Tile Application
Profile
One Piece 'S'
Tile
Minimum Attachment
Resistance
Adhesive
2_ See manufactures Component approval for installation requirements.
3 Flexible Products Company Tile8and Average weight per patty 10.7 grams.
Pojyfoam Product, Inc. Average weight per patty d prams.
PAGE 07 ,
Minimum Attachment
Resistance
86.5'
38.7°
Table 48: Attachment Resistance Exp er ed as a Moment - M, (ft.ibf)
for Mortar Set S stems
Profile
Attachment
Resistance
Table 4A: Attachment Resistance Expressed as Moment • Mt (ft•Ibf)
for Single Patty Adhesive Set S stems
Tile Tile Application
Profile
One Piece 'S' Tit. o PolyPr h
foam P• Pro"'
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
$.I Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.I.2 Any other documents required by the Building Official or the South Florida
Building Code (SFBC) in order to properly evaluate the installation of this system.
6
Frank Zuloags, ARC
Roofing Product Control Examiner
01/28/2000 11:31 305665962E
ALMAR (USA), INC.
COMA CAST CORPORATIO PAGE 08
NOTICE OF ACCEPTANCE: STANJABD CONDITIONS
DONE CAL
LOCO
10•I/ 2"
PROFILE DRAWINGS
ONE PIECE `S' CLAY ROOPTILE
ACCEPTANCE No.: 9?- 1102.04
APPROVED :December 16, 1999
EXPIRES :December 16, 2002
Frank Zuim& RRC
Rooting Product Control Examiner
01/28/2000 11:31 3056659626
ALMAR (USA), INC.
END OF THIS ACCEPTANC
8
COMA CAST CORPORATIO
ACCEPTANCE No.: 99- 1102.04
APPROVED :December 16, 1999
EXPIRES :December 16, 2002
I. Renewal of this Acceptance (approval) shall be considered after a renewal application has been
filed and the original submitted documents, 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: "Miami-Dade County Product Control Approval ", 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. .s
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
requested (through the tiling of a revision prior written approval has been
office. g application with appropriate fee) and granted by this
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 Miami•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 this 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 time. The engineer need not reseal the copies.
8. • Failure to comply with any section of this Acceptance shall be cause for termination and removal
of Acceptance.
9. This Notice of Acceptance ranslsts of pages 1 through 7 and this last page 1.
F uloaga. RJ.0
Rooting Product Control Examiner
PAGE 09
n r
Date
Legal Description
. 4 essee / Tenant
Owner's Address
Contracting Co.
WORK DESCRIPTION
5771
� 3 Q�
Square Ft.
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
ilob Address /1 7 // 6 /00 ST Tax Folio
//7 a A./ b ,0 1 - ;z'
P F►2G O Address '144 / l91
Qualifier ✓e SS# /? 51 /1' 92
State # A,4'-0 J� 90/ Municipal # Competency # /((f C/-f Ins. Co. "41
Architect/Engineer Address
Bonding Company Address
Mortgagor Address
Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICA
,e0Ax?
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 authorize the above -named contra tor to do the work stated.
Qrry A
c
Signature of owner and/or Condo President
s . 79.1 • 3
l ° 1 - 7
Date
Notary as to Owner and/or Condo Presr • ent Dat
My Commissi • s: *CA(.QLYN c .ROff
My Comm Exp., s /08/99
(tedBy Service fits-
' Nos CC460657
(1 Paaoo•tly Known (d O( -
FEES: PERMIT 6 , RADON
APPROVED:
Zoning B irsir
Mechanical ' lumbing
Historically Designated: Yes ''--- No
Estimated Cost (value) 7ZJ'�
or or Owner- Builder Date
Signature
Notary as o Contractor or Owner- Builder Date
My Commission Expires:
g
Phone is ° /q4/1
Master Permit # c1/5 7 y
Electrical
PAVING FENCE SIGN
( "le/ r 71,
OFFICIAL. NOTARY SEAL
LYNNE EACHLER
NOTARY PUB(SC STATE OF FLORIDA
COMMISSION NO. CC592902
MY COM tvtMSSION EXP. OCT. 13,2000
5'7
NOTARY r BOND 3 De . �O
e—
TOTAL DUE p /.
Engineering
Contractor's Name:
/� 3 , 03 ROOF CATEGORY
(Low Slope Application) ❑ (Nail -On Tile) ❑ (Mortar - Adhesive Set Tile)
❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other)
ROOF TYPE
❑ New Roof 'CRe- roofing ❑ Recovering ❑ Repair ❑ Maintenance
Flat Roof Area (ft 732../ Sloped Roof Area (ft Total (ft 732/ Master Permit No.
Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 7 -88 table 1):
1 a
Ft.
Ft.
123.01.78 9/96
Appendix "E"
UNIFORM ROOFING PERMIT APPLICATION
PROCESS No.
, C P ILT giiif ` A?A -Job Addres
ROOF HEIGHT AND SYSTEM DETAILS
(Draw details as needed)
£ #f' 'Ons)&
G,a F Mar
641a AsE ✓2
Deck type: 77 C7
ATTACHMENT
Fastener Type: #$C',
SPACING
Field: / v Perimeter: b Corner
hops 6."
DETAIL 1 & 2
Page -1
�v
lOti,/1
/ / ,l/ /0.6
ROOF PLAN
Ridge Ventilation?
MEAN HEIGHT
Deck type:
Underlayment
insulation:
Fastener type & sparing:
tr
ROOF SLOP[
D E T A I L 3
(Pmaxl: x a (Aerodynamic Multiplier): ) - M
(Pmax2: X 2 (Aerodynamic Multiplier): ) - M
Appendix "E"
UNIFORM ROOFING PERMIT APPLICATION
PROCESS No.
SLOPED SYSTEM DESCRIPTION
Cap Sheet:
Roof Covering:
TILE CALCULATIONS
= M TI : PCA:
= M,,
(Pmax3: X (Aerodynamic Multiplier): ) - M = M PCA:
Page -2
Drip edge:
ATTACHMENTS REQUIRED
1) Fire 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
PCA:
METRO -DADE
METROPOLITAN DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE
SUITE 1603
METRO DADE FLAGLER BUILDING
140 WEST FLAGLER STREET
PRODUCT CONTROL NOTICE OF ACCEPTANCE MIAMI, FLORIDA 33130 -1563
(305) 375 -2901
GAF Materials Corporation FAX (305) 375 -2908
1361 Alps Road INTERNET: mdcc01@shadow.net
Wayne, NJ 07470 PRODUCT CONTROL SECTION
Your application for Product Approval of: (305) 375 - 2902
GAF Conventional Built - Up Roof Systems FAX (305) 372 -6339
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:
Dynatech Engineering, Inc., 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 -98 and the standard conditions on page
99.
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 manufacturer's
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.: 95- 1003.03 Revises No.: 94- 1014.01
EXPIRES: 11/10/97
aul Rodriguez
Product Control Division
Supervisor
TI IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
J3UILDING 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 tube used in Dp County,
Florida under the conditions set forth above.
APPROVED: 03/14/96
1
Z %/ a larles Danger, P.E. a
Director
Building Code Compliance Dept.
Metropolitan Dade County
Applicant:
GAF Materials Corporation
1361 Alps Road
Wayne, NJ 07470
Category: Membrane Roofing System
Sub - Category: Built -Up Roofing
T Conventional
Sub -Type: Fiberglass
PRODUCT CONTROL NOTICE OF ACCEPTANCE
ROOFING SYSTEM APPROVAL
Contact:
William J. Woodring
Director of Technical Services
(201) 628-4134
Frank Zuloaga
Plans Examiner,
2
Product Control No.: 95 1003.03
Product Control No.: 95 - 1003.03
Approval Date: March 14. 1996
Expiration Date: Nov. 10. 1997
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 and APP 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 wide 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 -411.
ontrol Division
Jnsulation Types:
Material
Mate
Basalt Wool ,
Perlite
Polyisocyanurate
Composite Board
Wood Fiberboard
High Density Wood Fiberboard
Rockwool
Wood
Steel
Concrete
Lightweight Concrete
Cementitious Wood Fiber
Poured Gypsum Concrete
Wood
Steel
Concrete
Lightweight Concrete
Cementitious Wood Fiber
Poured Gypsum Concrete
Maximum Design Pressure
Maximum Fire Classification
Note: Fire classifications and
types. Review system
Materials Directory for
Design Pressure
-60 psf
-75 psf
-192 psf
- 45 psf
-45 psf
- 45 psf
Classification
Class 'A'
Class 'A'
Class 'A'
Class 'A'
Class 'A'
Class 'A'
3
Product Control No.: 95- 1003.03
maximum design pressures do not reference all assemblies over all deck
listings for design pressures and the Underwriters Laboratories Roofing
Fire Classifications.
NNO
Frank Zuloaga A _
Plans Examiner, 'ntrol Division
Product Dimensions
GAF Materials 5, 55 gallons
Corporation Asphalt
Concrete Primer
GAF Mineral Shield® 60 lb. bags
Granules
GAF Materials
Corporation Jetblak
All
Weather Plastic
Cement
GAF Materials
Corporation Plastic
Cement .
GAF Materials
Corporation
WeatherCoat®
Emulsion
GAF Materials
Corporation Fibered
Aluminum Coating
GAF Materials
Corporation Jetblak
All
Weather Plastic
Cement
GAFGLAS #75®
Base Sheet
GAFGLAS PIy 6®
GAFGLAS PIy 4
TRADE NAMES OF PRODUCTS MANUFACTURED OR
LABELED BY APPLICANT
1, 5 gallons
1, 5, 53 gallons
5 gallons
I, 5 gallons
1, 5 gallons
3' x 108'
75 Ib. roll
3' x 180'
45 Ib. roll
3' x 180'
40 Ib. roll
Test
Specification
ASTM D 41
ASTM D 1863
ASTM D 3019
ASTM D 3409
ASTM D 3019
ASTM D 3409
Frank Zuloaga
Plans Examine
4
Product Control No.: 95- 1003.03
ontro
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.
Refined asphalt blended with a mineral
stabilizer and fibers. Permits adhesion
to wet and dry surfaces.
ASTM D 4586 Trowel grade, asphalt plastic cement.
ASTM 1227 Surface coating for smooth surfaced
roofs.
ASTM D 2824 Fibered aluminum coating.
Refined asphalt blended with a mineral
stabilizer and fibers. Permits adhesion .
to wet and dry surfaces.
Asphalt impregnated and coated glass
mat base sheet.
ASTM D 4601
ASTM D 2178 Type VI asphalt impregnated glass felt
with asphalt coating.
ASTM D 2178 Type IV asphalt impregnated glass felt
with asphalt coatin
Product Control No.: 95- 1003.03
Test Product
Product Dimensions Specification Description
GAFGLAS® 3' x 36' ASTM D 3909 Asphalt coated, glass fiber mat cap sheet
Mineral Surfaced 76 Ib. roll surfaced with mineral granules.
Cap Sheet
GAFGLAS® 3' x 36" ASTM D 4897 Fiber glass base sheet impregnated and
Stratavent® (Vent 69 Ib. roll D 3672 coated on both sides with asphalt.
Ply) for nailable decks Surfaced on the bottom side with
mineral granules embedded in asphaltic
coating.
GAFGLAS® Flashing various Proprietary Asphalt coated glass fiber mat flashing
sheet available in three sizes.
GAFGLAS® 3' x 36" ASTM D 4897 Fiber glass base sheet impregnated and
Stratavent® (Vent 60 Ib. roll D 3672 coated on both sides with asphalt.
Ply) Perforated Surfaced on the bottom side with
mineral granules embedded in asphaltic
coating.
GAFTEMP® various PA 110 Polyisocyanurate foam insulation.
Isotherm . R
GAFTEMP® various PA 110 Polyisocyanurate foam insulation with
Composite high density fiberboard or Pcrmalite
perlite insulation.
GAFTEMP® various PA 110 Fiberboard insulation.
Fiberboard
GAFTEMP® various PA 110 Perlite insulation board.
Permalite®
GAFTEMP® various PA 110 High density wood fiberboard
High Density
Fiberboard
insulation.
GAFTITE® #12 PA 114 Insulation fastener for steel and
Standard
Roofing Fastener
plywood decks.
GAFTITE® #14 PA 114 Insulation fastener for steel, wood and
Heavy Duty
Roofing Fastener
GAFTITE® Base PA 114
Sheet
Fastener and Plate
5
concrete decks.
Base sheet fastening assembly.
Frank Zuloaga
Plans Examiner,
Product Control No.: 95- 1003.03
Test Product
Product Dimensions Specification Description
Galvalume Plates 3" and 3 ' /2" PA 114 Round galvalume stress plates.
NTB Fasteners PA 114 Fastener for use in gypsum, tectum and
lightweight insulating concrete decks.
Polypropylene Plates 3" and 3 '/2" PA 114 Round polypropylene stress plates.
Ruberoid® 20 1.5 sq. roll ASTM D 5147 SETS modified asphalt base sheet
reinforce with a glass fiber mat.
Ruberoid® Mop 1 sq. roll
Granule 103 lbs.
Vent Stacks (metal
and plastic)
ASTM D 5147
PA 100(A)
ASTM D 1929
ASTM D 635
Frank Zuloaga
Plans Examiner,
6
Non -woven polyester mat coated with
polymer modified asphalt and surfaced
with mineral granules.
One way valve vent used to relieve
built -up pressure within the roof system.
GAF Vent Stacks are available in metal
or plastic.
1111
~ ontrol Division
Product
Pyrox various PA 110 Polyisocyanurate foam Apache Products Co.
insulation (with current PCA)
ACFoam I various PA 110 Polyisocyanurate foam Atlas Energy
insulation Products
(with current PCA)
ACFoam II various PA 110 Polyisocyanurate foam Atlas Energy
insulation Products
(with current PCA)
Celcore
Hy -Therm Nail -line various PA 110
Hy -Therm SP various PA 110 Polyisocyanurate foam Celotex Corp.
insulation. (with current PCA)
Hy -Therm AP various PA 110 Polyisocyanurate foam Celotex Corp.
insulation (with current PCA)
Hy -Therm Stable R various PA 110
Hy -Therm White various
Line
Anchorbond
Fastener
Dekfast Fasteners
#14
TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS
Test Product
Dimensions Specification Description Manufacturer
PA 110 Cellular insulating concrete Celcore, Inc.
system (with current PCA)
Polyisocyanurate foam Celotex Corp.
insulation (with current PCA)
Polyisocyanurate foam Celotex Corp.
insulation (with current PCA)
PA 110 Polyisocyanurate foam Celotex Corp.
insulation (with current PCA)
VaporBar GB 36" x 108' ASTM D 4601 G2 fiberglas base sheet Celotex Corp.
(with current PCA)
PA 114 Insulation fastening Celotex Corp.
assembly (with current PCA)
PA 114 Insulation fastener for steel Construction
and concrete decks Fasteners Inc.
Frank Zuloaga
Plans Examine
7
Product Control No.: 95- 1003.03
Product
Dekfast Hex Plate 2 7/8" x
3 1/4"
Product Control No.: 95- 1003.03
Test Product
Dimensions Specification Description Manufacturer
Dekfast Lock Plate 3" x 3 1/4" PA 114
Dekfast Fasteners
#15
Dekfast Fasteners
#12
TPR
Elastizell
FM -30, FM -45,
FM -60, FM -90
Fasteners
Nail -Tite Type 'A'
Nail -Tite Type 'R'
ISO 95+ Composite
PA 114 Galvalume hex stress plate. Construction
Fasteners Inc.
(with current PCA)
PA 114 Insulation fasteners for Construction
concrete decks Fasteners Inc.
(with current PCA)
PA 114 Insulation fastener for steel Construction
and wood decks. Fasteners Inc.
(with current PCA)
PA 114
Polypropylene locking Construction
plate. Fasteners Inc.
(with current PCA)
Aluminum fastener for
lightweight, gypsum and
tectum decks
Creative
Construction
Components
(with current PCA)
PA 110 Cellular insulating concrete Elastizell Corp.
system (with current PCA)
PA 114 Base ply fastening systems ES Products, Inc.
for lightweight concrete (with current PCA)
decks
PA 114 Galvanized steel base ply ES Products, Inc.
fastener for lightweight (with current PCA)
concrete decks
PA 114
PA 110
Galvanized steel base ply
fastener for lightweight
concrete decks
Polyisocyanurate / perlite
ridged insulation
ES Products, Inc.
(with current PCA)
Firestone
(with current PCA)
Frank Zuloaga �_
•
Plans Examiner,'ntrol Divisto
8
Product Control No.: 95- 1003.03
—
Test Product
product Dimensions Specification Description Manufacturer
Asphalt ASTM D 312 Type III or IV Hot asphalt generic
bitumen adhesive
Asphalt Primer
EPS
ASTM D 41 Asphalt Primer generic
various PA 110 Extruded polystyrene generic
insulation
High Density Wood various PA 110 Wood fiber insulation generic
Fiberboard board
Oriented Strand various PA 110 Oriented strand board generic
Board
Pelite/Urethane various PA 110 Perlite / urethane composite generic
Composite board insulation
Perlite Insulation various PA 110 Perlite insulation board generic
Polyethylene 4 mil min. Vapor barrier / Air barrier generic
Red Rosin various Rosin paper for barrier generic
layer on wood decks
Roofing Nails Minimum # PA 1 14 Corrosion resistant annular generic
12 ring shank nails
Tin Caps Min. 32 ga. x Corrosion resistant circular generic
1 S / discs.
Type X Gypsum various Fire resistant rated gypsum generic
Type X Gypsum various
Dens -Deck
Fire resistant rated gypsum generic
al MB aluminum PA 121 Aluminum roof coating Grundy Industries
roof coating
various PA 110 Gypsum insulation board. Georgia Pacific
Frank Zuloaga
Plans Examiner,
9
(with current PCA)
ontrol Drvisi
product
#12 Roofgrip
#I4 Roofgrip
Gripdek Fastener
Hexcel Fastener
ISO 95 +'
E'NRG'Y -2
ISORoc
Con -Tite
N.T.B. Magnum
Test
Dimensions Specification
PA 114
PA 114
PA 114
PA 114
Hextra PA 114
Standard Plastic 3" round PA 114
Plate
various PA 110
various PA 110
various PA 110
PA 114
PA 114
Product
Description
Insulation fastener for steel
or wood decks
Insulation fastener steel,
wood or concrete decks
Insulation fastener
Insulation fastener
Insulation fastener and
metal or plastic plate
Polyolefin plastic plate
Polyisocyanurate foam
insulation
Polyisocyanurate foam
insulation
Polyisocyanurate foam /
rockwool composite
insulation
Concrete deck insulation
fastener
Glass reinforced nylon
fastener for use in gypsum
and cementitious wood
fiber decks.
Frank Zuloaga
Plans Examiner,
10
Product Control No.: 95- 1003.03
Manufacturer
ITW Buildex
(with current PCA)
ITW Buildex
(with current PCA)
ITW Buildex
(with current PCA)
ITW Buildex
(with current PCA)
ITW Buildex
(with current PCA)
ITW Buildex
(with current PCA)
International
Permalite
(with current PCA)
NRG Barriers, Inc.
(with current PCA)
NRG Barriers, Inc.
(with current PCA)
Olympic
Manufacturing
Group, Inc.
(with current PCA)
Olympic
Manufacturing
Group, Inc.
(with current PCA)
ontrol Divisto
Product
N.T.B. Spin
Weld Plate
Olympic Fastener
#14
Olympic
Polypropylene
Olympic Fastener
#12
Olympic Fastener
Dimensions
2" round
N.T.B. Plastic Plate 3" round
N.T.B. Plate
Olympic Standard 3" round
Test Product
Specification Description
PA 114 2" round amorphorus nylon Olympic
locking plate for use with Manufacturing
N.T.B. fasteners with 1" Group, Inc.
head (with current PCA)
PA 114
PA 114
PA 114
PA 1 14
3.25" round PA 114
PA 114
PA 114
3" round polypropylene
stress plate for use with
N.T.B. fasteners
3" round galvalume AZ55
plate for use with N.T.B.
fasteners
3" round galvalume
AZ55 steel plate
Insulation fastener
Polypropylene
plastic plate
Insulation fastener
Insulation fastener
Frank Zuloaga
Plans Examiner,
11
Product Control No.: 95- 1003.03
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)
Olympic
Manufacturing
Group, Inc.
(with current PCA)
Olympic
Manufacturing
Group, Inc.
(with current PCA)
`? . --- ontrol Division
Product
Olympic CR Base
Felt Fastener and
Base Sheet Disc
GlasFast Fastener
GlasFast/Striker
Test
Dimensions Specification
PA 114
PA 114
Paroc Base Board various PA 110
Paroc Cap Board various PA 110
Multi -Max various PA 110
Multi -Max FA various PA 110
UltraGard various PA 110
Insul -Fixx Fastener
Insul -Fixx P
Rawl Drive
3" round PA 114
Product
Description
Insulation fastener
assembly for Base Sheet
fastening only
Insulation fastener
assembly with recessed
plastic plate
Product Control No.: 95- 1003.03
Manufacturer
Olympic
Manufacturing
Group, Inc.
(with current PCA)
Owens - Corning
Fiberglas Corp.
(with current PCA)
PA 114 Insulation fastener Owens- Corning
assembly and metal plate Fiberglas Corp.
for use over concrete decks (with current PCA)
Partek, Inc.
(with current PCA)
Rockwool insulation
Rockwool insulation
Polyisocyanurate foam Rmax, Inc.
insulation (with current PCA)
Polyisocyanurate foam Rmax, Inc.
insulation (with current PCA)
Polyisocyanurate foam
insulation
Partek, Inc.
(with current PCA)
Schuller
International Inc.
(with current PCA)
PA 114 Insulation fastener for steel SFS /Stadler
and wood decks (with current PCA)
3" round polyethylene SFS /Stadler
stress plate (with current PCA)
PA 114 Insulation fastener and steel The Rawlplug
and plastic stress plate for Company Inc.
concrete deck (with current PCA)
Frank Zuloaga
Plans Examiner,"n ntrol Drvisi
12
Product
Rawl Fasteners
#12
Rawl Fasteners
#14
Rawl 2" Plate 2" round
Rawl 3" Plate 3" round
Rawl Spike
Rawlite
Rawlite 3" Plate 3" round
202 HS
Super Prep II
Tru -Fast DL
Test
Dimensions Specification
PA 114 Insulation fastener for steel The Rawlplug
Company Inc.
(with current PCA)
PA 114
PA 114 2" round galvalume AZ55 The Rawlplug
membrane plate Company Inc.
(with current PCA)
PA 114 3" round galvalume AZ55 The Rawlplug
steel plate Company Inc.
(with current PCA)
PA 114 Insulation fastener and steel The Rawlplug
and plastic stress plate for Company Inc.
concrete deck (with current PCA)
PA 114
PA 114 3" round galvalume AZ55 The Rawlplug
steel plate for use with Company Inc.
Rawlite fasteners (with current PCA)
PA 121
PA 121
Product
Description
and wood decks
Insulation fastener for use
in steel, wood or concrete
Insulation fastener for
cementitious and gypsum
decks
Roof coating
Roof coating
Product Control No.: 95- 1003.03
Manufacturer
The Rawlplug
Company Inc.
(with current PCA)
The Rawlplug
Company Inc.
(with current PCA)
Thermo - Materials,
Inc.
(with current PCA)
Thermo- Materials,
Inc.
(with current PCA)
PA 114 Insulation fastener for steel, Tru -Fast
or wood (with current PCA)
Frank Zuloaga
Plans Examiner," ••' Division
13
Product Control No.: 95- 1003.03
Test Product
Product Dimensions Specification Description Manufacturer
Tru -Fast Plastic 3.04" round PA 114 3.04" round polyethylene Tru -Fast
Plate plastic plate (with current PCA)
Tru -Fast MP -3 3.23" round PA 1 14 3.23" round galvalume Tru -Fast
AZ50 steel plate (with current PCA)
Tru -Fast HD PA 114 Insulation fastener for use Tru -Fast
in wood, steel or concrete (with current PCA)
decks
Tru -Fast Ultra PA 114 Stainless Steel fastener for Tru -Fast
use in steel, wood and (with current PCA)
concrete decks
Tru -Fast TL PA 114 Glass reinforced nylon Tru -Fast
fastener for use in tectum or (with current PCA)
gypsum decks
Tru- Fast.DP PA 114 Insulation fastener for use Tru -Fast
in steel or wood decks (with current PCA)
Tru -Fast TP
PA 114 Insulation fastener for use Tru -Fast
in steel or wood decks (with current PCA)
Tru -Fast CF PA 114 Insulation fastener for Tru -Fast
Fasteners concrete decks (with current PCA)
Insulcel PA 110 Cellular insulating concrete W.R. Grace
system (with current PCA)
Structodeck
various PA 110 High density wood fiber Wood Fiber
Industries
(with current PCA)
Frank Zuloaga
Plans Examine
14
ontrol Division
Test Agency/Identifier
Factory Mutual Research
Corporation
Underwriters
Laboratories, Inc.
Dynatech Engineering,
Inc.
3600.02.95
4482.02.95
FMRC 1994
J.I. #0T4A l .AM
J.I. # 1 V8A4.AM
J.I. #1RIA6.AM
J.I. #0T2Q4.AM
J.[. #0Q6A6.AM
J.I. #3X3A2.AM
J.I. #0Y9Q5.AM
R1306, 87NKI 1819
Test Reports
Current Insulation 01.01.94
Fastening Requirements
Uplift Approval 08.26.92
Uplift Approval 06.28.93
Uplift Approval 11.15.91
Uplift Approval 10.17.91
Uplift Approval 07.16.91
Uplift Approval 08.02.94
Uplift Approval 07.29.94
Class A Fire 01.01.93
Classification
Wind Uplift, Small 02.02.95
Scale
Wind Uplift 02.02.95
Frank Zuloaga
Plans Examiner
15
Product Control No.: 95- 1003.03
Deck Type 1:
Deck Description:
System Type A(2):
All General and System Limitations shall apply.
GAFGLAS® #75, GAFGLAS® PLY 6 ®, GAFGLAS® STRATAVENT® for
Nailable decks, or RUBEROID® 20 applied to the deck with approved annular
ring shank nails and minimum I S / 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 of the sheet in the
Base Sheet:
Ply Sheet:
Cap Sheet:
Surfacing:
Maximum Design
Pressure:
Maximum Fire
Classification:
Maximum Slope:
Specification No.:
Wood, Non - insulated
19 /, or greater plywood or wood plank decks
Base sheet mechanically fastened.
field.
Two or three plies of GAFGLAS® PLY 4 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..
(Required if no cap sheet is used) Install one of the following:
1. Grundy AL MB aluminum Roof Coating with an application rate of
1.5 gal. /sq.; or GAF WEATHER COAT® Emulsion with an
application rate of 3 gal. /sq.; or GAF Fibcred Aluminum 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. & 300 lbs. /sq.,
respectively.
-55 psf.
27
Product Control No.: 95- 1003.03
'A'. See General Limitation #2.
3 ":12 "; See General Limitation #3.
N- B -3 -C, N- B -3 -G, NEB -4 -M, N- B- 4M/P6, N- B -4 -C, N- B- 4 -C /P6, N- B -4 -G,
N- B- 4 -G /PG, N- B -5 -C, N- B- 5 -C /P6, N- B -5 -C, N- B- 5 -C /P6, N- B -5 -G,
N- B- 5 -G /P6, N- B -5 -M, N- B- 5 -M /P6
Frank Zuloaga
Plans Examiner,' ontrol Division
Wood Deck
System Limitations:
1. A red rosin sheet shall be installed on all wood plank decks to eliminate asphalt
seepage and bonding of base sheet to plank and deck. Red rosin sheet -may also
be installed on plywood decks as an option.
2. A slip sheet is required with GAFGLAS® PLY 4 and PLY 6® when used as a
mechanically fastened base or anchor sheet.
3. Pre - assembled cap nails may only be used for termination of fully bonded
surfaces such as mechanical termination at wood blocking, head and side laps,
and base flashing terminations. Cap nails shall not be used for the mechanical
attachment of a base sheet. Tin caps are required by the South Florida Building
Code. Pre - assembled 'Cap Nail' shall not be used for base sheet attachment.
4.* The following assembly is approved to a maximum design pressure of -52 psf.
No substitutions shall be made:
a. Deck Type: 19 /,," Plywood.
b. Anchor Sheet: GAFGLAS® 1175 fiberglass reinforced base sheet,
GAFGLAS® PIy 6 ®, or STRATAVENT® (Vent Ply) for nailable
decks, or RUBEROID® 20 base sheet.
Fastening: Nailed 9" o.c. at the lap and in two rows staggered 18" in the
field, nailed with I I ga. annular ring shank nails and 1V," tin caps.
c. • Insulation:
Product Control No.: 95- 1003.03
Frank Zuloaga
Plans Examine , • - • ontro r ' '•
28
Base Layer: (Optional) Min. L2" E'NRG'Y 2, 2 Plus, AC Foam 1, II or
GAFTEMP Isotherm R adhered to the Anchor Sheet in a full mopping of
approved asphalt applied within the EVT range at a rate of 20 -40
lbs. /sq..
Top Layer: Min. ''/2" approved wood fiberboard adhered to the base
insulation layer in a full mopping of approved asphalt applied within the
EVT range at a rate of 20 -40 lbs. /sq..
d. Base Sheet: (Optional) Install one ply of GAFGLAS® 1175 directly over
the top layer of insulation. Adhere with any approved mopping asphalt
applied within the EVT range and at a rate of 20 -40 lbs. /sq..
e. PIy Sheet: (Optional) One, two, or three plies of GAFGLAS® PLY 4 or
GAFGLAS® PLY 6® Ply sheet adhered in a full mopping of approved
asphalt applied within the EVT range an
f. Cap Sheet: 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: (Optional) Install one of the following:
1. GAF Special Roofing Bitumen with an application rate of
20 lb./sq.; or Grundy AL MB aluminum Roof Coating with
an application rate of 1.5 gal. /sq.; or GAF WEATHER
COAT® Emulsion with an application rate of 3 gal. /sq.; or
GAF Fibered Aluminum 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. & 300 lbs. /sq., respectively.
5." The following assembly is approved to a maximum design pressure of -52 psf.
No substitutions shall be made:
g.
a. Deck Type: 19 / 3 ," Plywood.
b. Anchor Sheet: GAFGLAS® #75 fiberglass reinforced base sheet,
GAFGLAS® Ply 6 ®, or STRATAVENT® (Vent Ply) for Nailable
decks, or RUBEROIDe 20 base sheet.
Fastening: 9" o.c. at the lap and in two rows staggered 18" in the field
with GAFTITE® insulation screws and steel stress plates.
c. Base Sheet: (Optional) Install one ply of GAFGLAS® #75 directly over
the top layer of insulation. Adhere with any approved mopping asphalt
applied within the EVT range and at a rate of 20 -40 lbs. /sq..
d. Ply Sheet: (Optional) One, two, or three plies of GAFGLAS® PLY 4 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..
e. Cap Sheet: 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..
f. Surfacing: (Required if no cap sheet is used) Install one of the
following:
1. GAF Special Roofing Bitumen with an application rate of
20 Ibisq.; or Grundy AL M : 1 ` • • • with
an application rate of 1.5 !. •
411,0
Frank Zuloaga
Plans Examine
29
Product Control No.: 95- 1003.03
COAT® Emulsion with an application rate of 3 gal. /sq.; or
GAF Fibered Aluminum Coating with an application rate of
1.5 gal. /sq..
2. Asphalt flood coat at an application rate of 60 lbs. /sq. t
20 %; plus gravel or slag with an application rate of 400
lbs. /sq. & 300 lbs. /sq., respectively.
*Note: 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 permitted for enhanced fastening at
enhanced pressure zones (i.e. perimeters, extended corners, and
corners).
30
Product Control No.: 95- 1003.03
Frank Zuloaga �`�
Plans Examiner,`' ontrol Divisto
Product Control No.: 95- 1003.03
General Limitations:
1. All asphalt shall comply with ASTM D 312 type III or type IV requirements. All
proposed asphalt producers must be approved by the 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 manufacturer's specifications for
compliance with design criteria for each project.
4. An overlay /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 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 arca 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 maximum design pressure
restrictions on spot attached systems.
5. All work shall be performed by a contractor licensed to do roofing work in Dade
County. Contractor shall be familiar with the details and specifications published by
the manufacturer.
6. 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.
7. Prior to application, all existing roof surfaces used as a bonding substrate shall be
tested for uplift resistance in compliance with Dade County Protocol PA 124 to the
calculated design pressure of the roof deck.
8. 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.
9. Perimeter and corner areas shall have an increase in fastener density for both
insulation and base sheet in compliance with Dade County Protocol PA 117 of the
South Florida Building Code.
10. All attachment and sizing of perimeter nailers and metal profile designs shall
conform with Dade County Protocol PA 1 1 1 of the South Florida Building Code.
I I. 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 sub
Application.
Frank Zuloaga
Plans Examine
97
Frank Zuloaga
Plans Examiner,
98
Product Control No.: 95- 1003:03
12. Roll good materials shall be stored on end and on a clean, flat and dry surface.
13. 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 with Chapter 3401.5 and 3401.6 of the South Florida
Building Code for maximum fire classification.
14. Asphalt moppings shall be with applied with asphalt approved by the applicant and
shall be approved 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.
15. 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. 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.
16. Pre- assembled cap nails may only be used for termination of fully bonded surfaces
such as mechanical termination at wood blocking, head and side laps, and base
flashing terminations. Cap nails shall not be used for the mechanical attachment of a
base sheet. Tin caps are required by the South Florida Building Code.
17. The submission of system specifications and details shall accompany the Section 11
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.
18. All standard panel sizes are acceptable for mechanical attachment. When applied in
approved asphalt, panel size shall be 4' x 4' maximum.
19. Fastener spacing for insulation attachment is based on a minimum withdrawal
resistance 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.
4trol • ry
GAF Materials Corporation
1361 Alps Road
Wayne, NJ 07470
Product Control No.: 95- 1003.03
ACCEPTANCE NO.: 95- 1003.03
APPROVED : March 14, 1996 _
EXPIRES : Nov. 10, 1997
NOTICE OF ACCEPTANCE STANDARD CONDITIONS
1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and
the original submitted 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: "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 written 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 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 this 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 shall be cause for termination and removal of
Acceptance.
9. This Acceptance contains pages I through 99 .
END OF THIS ACCEPTANCE
Frank Zuloaga
Plans Examiner,Z4tro D
99
1
GAF MATERIALS
CORPORATION
GAFGLAS
Mineral Surfaced
Ca Sheet
Naltable Deck
Sheathing Paper
(If required)
2' Sidq Lap
GAFGLAS
Base Sheet
(see below)
GAFGLAS Ply
Roofing
Asphalt
2' Slle Lap
North, South, and West Zones
Nailable decks up to 6 inches per foot slope, except for lightweight insulating
concrete decks which are limited to a maximum slope of 1" per foot. Wood,
plywood, poured gypsum, precast gypsum planks, other acceptable nailable
decks. For lightweight insulating concrete decks, see page 9.
Materials
Sheathing paper (1 ply, if required)
GAFGLAS Base Sheet
GAFGLAS Ply (2 plies)
GAF Materials Corporation Roofing Asphalt
Interplies
Cap Sheet
GAFGLAS Mineral Surfaced Cap Sheet (1 ply)
Approximate Weight per Square
175 -250 lbs..
Guarantees Available
Specification
N- B- 4 -M /P6
N- B- 4 -M/P6
N -B -4 -M
Liberty Guarantees
15 yr: West Zone only, Wood Decks.
15 yr.
Lightweight Insulating Concrete.
(See page 9.)
12, 10, 5 yr.
40
GAFGLAS® Specifications N- B- 4 -M /P6 and N -B -4 -M
Specifications
General
Application recommendations detailed on pages 17 -20 shall -apply in addition
to the following recommendations and specifications.
Application of Roofing Membrane
1. Over entire surface, lay one ply of sheathing paper where applicable. Lap
each sheet 2 inches over preceding sheet. Nail sufficiently to hold in place.
2. Starting at the low point of the roof, lay one ply of GAFGLAS Base Sheet,
lapping each sheet 2 inches at edges and not less than 6 inches at end laps.
Nail along lap of base ply at intervals not to exceed 9 inches and stagger -nail
down center of sheet in two rows with nails spaced at 18 inch intervals in each
row. Use fasteners with integral metal heads at least 1 inch in diameter or
square that are recommended by GAF Materials Corporation or the deck
manufacturer. (See "Special Instructions" below.)
3. Starting at the low point of the roof, mop two plies of GAFGLAS Ply shingle
fashion; lapping each sheet 19 inches over the preceding sheet; solidly mop-
ping to the underlying base sheet to provide three plies over the entire roof
area.
Asphalt Requirements
Interply moppings of Roofing Asphalt must be applied in a continuous film and
shall consist of approximately 25 pounds per 100 square feet of roof area with
a tolerance not to exceed 20% plus or minus. The appropriate asphalt for the
slopes involved must be used.
Slope per toot Asphalt Type
Up to 3' Steep ASTM Type III
3 "- 6" HT -Steep ASTM Type IV
On slopes up to V2 inch per foot, Flat ASTM Type II may be used except in
Florida, Texas, New Mexico, Arizona, and California.
Surfacing
Apply GAFGLAS Mineral Surfaced Cap Sheet in accordance with the application
instructions on page 20, so that the laps are offset from the laps of the ply sheets.
Special Instructions
1. See recommendations for use over gypsum decks on page 9.
2. Acceptable GAFGLAS Base Sheets include: STRATAVENT° (Vent Ply) for
Nailable Decks required for freshly poured gypsum decks, GAFGLAS #75 Base
Sheet, GAFGLAS® PLY 6 and GAFGLAS Ply 4. For wood decks and structural
wood fiber decks, when GAFGLAS Ply 4 or GAFGLAS PLY 6 is used as a base
sheet, a sheathing paper is required.
3. See "Nailing of Base Sheet," page 19.
4. For roof slopes of 1 inch per foot or more, all ply felts must be back - nailed 4
inches in from the back edge of the felt. See 'Installation on Steep Roofs; page 10.
UL Classification
UL Class Substrate Slope
A
A
B
C
NC
C
2'
3'
3 '/:'
UL Chart Key
1. Substrate
C = Combustible and Noncombustible
Combustible = Wood planks, boards, etc., plywood (min. /32 inch thickness),
oriented strand board (min.'/2 inch thickness).
NC = Noncombustible orily
Noncombustible = Steel, poured or precast structural concrete, lightweight
insulating concrete, gypsum, structural wood fiber, etc.
2. Slope
Maximum slope allowed, in inches per foot.
214
ROOF COVERING MATERIALS (TEVT)
. ROOFING SYSTEMS (TGFU►- Continued
Surfacing: "Gacoflex UA -65 ". applied at 1 gel/ sq. (12 dry mile).
39. Deck: NC Incline 1-1/2
eft
Poem: "Polyfoam 251" or " Polyfoam 303 ", 1 In. min.
Base Coat One or two applications "Gacof lex UB -6499 ", applied at 1.2 gal/so. per applics-
lion (14 -26 dry mils).
Surfacing: "Gacoflex A- 55000 ". applied at 1 -1/2 gaV sq. (14 dry mils).
40. Deck: NC Inclines 1/4 •
Foam: "Poly -Iso" or "Poly -Iso Special" with "Polyfoam 251" or " Polyfoam 303 ". 1 In. min.
Top Coat Two Applications "Ure -Cap 68" Series coating (various colors) applied at 1 -3/8 gaV
sq/application or 3 applications applied 1.1/4 gal/sq/application.
Top Coat (Optional* One application of "Gacoflex UA435" Series (various colors) applied et 1
gal /sq or "Gacoflex UA -60" applied at 1 -1/4 gal /sq (12 dry mils).
41. Deck: NC Incline 1/4
Foam: "Poly -Iso" or "Poly -Iso Special" with " Polyfoam 261" or " Polyfoam 303 ". 1 in. min.
Base Coat^. One or two applications "Gacoflex UB -64 ", 1 Wag/application (12-24 dry wills).
Surfacing: "Gacoflex UA-65" Series 1 gal/sq or "Gacoflex UA40" applied at 1 -1/4 gal/sq (12
dry mils).
42. Deck: NC Incline 1/4
Foam: "Poly -Iso" or "Poly4so Special" with " Polyfoam 251" or " Polyfoam 303 ", 1 in. min.
Bess Coat One or two applications "Gacoflex UB- 7050", applied at 1 gal/so/application or 3
applications applied 1 -1/4 gal /sq /application (16-32 dry mils).
Surfacing: "Gacoflex UA -86" Series (various colon) applied 1 gal/sq (12 dry mils).
43. Deck: NC Incline 1/2
Foam: "Poly -Iso" or "Poly -Iso Special" with " Potyfoam 251" or " Polyfoam 303 ", 1 in. min.
Bass Cost One or two applications "Gacoflex UB- 7050 ". applied at 1 gaVsg/epplication or 3
applications applied 1 -1/4 gel /sq /application (18.32 dry mils).
Surfacing: "Gacoflex UA -80" Series (various colors) applied 1 gal/sq (15 dry mils).
.44. Deck: NC Incline 2
Foam: "Poly -Iso" or "Poly-Lao-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 S- 1000" applied et 1 gaVsq (10 dry mils).
45. Deck: NC Incline: 1
Foam: " Polyfoam 251" or " Polyfoam 303 ". any thickness.
Surfacing: "Gacoflex Ure- Shield 7007 ", 40 dry mils. -
GAF MATERIALS CORP, WAYNE NJ 07470 R1306 (N)
"RUBEROID 20" or "RUBEROID Mod Base 30" may be utilized as an alternate to Type G2 base
sheets in any of the following Classifications.
ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT
Type G2 asphalt glass mat base sheet f'GAFGLAS #75 Base Sheet") is a suitable alternate for
Type G1 asphalt glass fiber ply sheet (' GAFGLAS Ply 4" or " GAFGLAS PIy 6") in the Class A. 8 or C
roof systems indicated below.
The roof deck may first be covered with a Type G2 asphalt glass mat base sheet " GAFGLAS Stre-
tavent (Vent -Ply) perforated" or " GAFGLAS Stratavem (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 #75 Base Sheet" or " GAFGLAS
Stratavent (Vent -Ply) for nailable decks ") may be subsituted for 61 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, 8 or C sys-
tems listed below.
When "perlite" is referenced, this includes "GAFTEMP Perlite" or any other- UL Classified perlite
insulation.
Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems list-
ed.
Structural cement fiber building units are considered suitable to be included as e deck in the fol-
lowing Class A, B 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 05 polystyrene insulation board between min 3/4 in. perlite board and deck with rosin pa-
per (perlite /rosin paper /polystyrene /perlite) is a suitable alternate for isocyanurate board in the fol-
lowing Class A. 8 or C systems. -.
" GAFTEMP Isotherm RA ", " GAFTEMP Ts
pared botherm RA" and "GAFTEMP Composite A" may be
substituted for any isocyanurate insulation in any of the following Classifications.
Class A. 8 and C.
• Hot rooting asphalt, for use with organic and glass felts or modified bitumen membranes.
Class A •
1. Deck: C -15/32 Incline: 3
Insulation (Optional):. One or more layers perlite, wood fiber. glass filer, isocyanurate, ure-
thane. perlire /isocyanurate composite, perlite /urethane composite, wood fiber /isocyanurate
composite, phenolic. any thickness.
Ply Sheet: Three or more layers Type 61 "GAFGLAS PIy 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. ure-
thane, 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 ".
ROOF COVERING MATERIALS (TEVT) 215
ROOFING SYSTEMS (TGFU)- Continued
3. Deck: NC Incline, 2
Insulation (Option*. Ons or more layers perlite, wood fiber, glass fiber, isocyanurate. ure-
thane, perlite /isocyanurate composite, partite/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 ".
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.
Deck: C -15/32 Incikwx 1
88p Sheet (Options* Red rosin paper, nailed to deck.
Bra Sheet.One layer of Type G2 " GAFGLAS #75 Base Sheet" (may be nailed)-
Py Sheet One or more layers of Type 61 " GAFGLAS Ply 4" or GAFGLAS Pty 6 ".
Cap Sheet: One layer of Type G3 " GAFGLAS Mineral Surfaced Cap Sheet "..
6. Deck: NC Incline 3
Base Suet One layer of Type G2 " GAFGLAS #75 Base Sheet ".
Ply Bheet One or more layers of Type 61 " GAFGLAS Ply 4" or GAFGLAS Ply 6".
Cap Sheet One layer of Type G3 " 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, peril's/urethan, composite, phenolic, 1.0 in. min (off -set from plywood joints 6 in.).
Base Sheet One or more layers of Type G1, G2 or G3.
Memkren# One or more layers of "Ruberoid Torch" (smooth or granule). "Ruberoid Torch
Plus" (granule). "Ruberoid Mop" (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, ure-
thane, 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 61.
Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch
Plus" (granule), "Ruberoid Mop" (granule) or "Ruberoid Mop Pius" (granule).
Cap Sheet: " GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped.
Close
1. Deck: C -15/32 Incline: 3-1/2
Insulation (Optional* One or more layers perlite, wood fiber, glass fiber, isocyanurate, •ure-
thane, perlite /isocyanurate composite, perlite /urethane composite. wood fiber /isocyanurate
composite. phenolic, any thickness.
Ply Sheet Two or more layers of Type G1 " 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 periite. wood fiber, glass fiber, isocyanurate. ure-
thane, perlite /isocyanurate composite, perlite /urethane composite. wood fiber /isocyanurate
composite, phenolic, any thickness.
Base Sheet Two or more layers of Type G 1. G2 or G3.
Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch
Plus" (granule), "Ruberoid Mop' (granule) or "Ruberoid Mop Plus" (granule).
Cap Sheet "GAFGLAS Mineral Surfaced Cap Sheet ". hot mopped. ,
Claes C
1. Deck: C -15/32 Incline: 1/2
Insulation (Optional): One or more layers partite, wood fiber. glass fiber. isocyanurate. ure-
thane, 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 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. ure-
thane, perlite /isocyanurate composite. perlite /urethane composite, wood fiber /isocyanurate
composite, phenolic. any thickness.
Ply Sheet Three or more layers of Type;.G 1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ', hot
' mopped with coal tar bitumen.
Surfacing: Gravel.
COMBINATION HOT AND COLD SYSTEMS
Class A
1. Deck: NC y@ Incline: 2
Insulation (Optional): One or more laylis perlite, wood fiber or glass fiber, 2 in. max. •
Ply Sheet Three or more layers of Type G1 "GAFGLAS Ply 4". or " GAFGLAS Ply 6".
Surfacing: Grundy Industries "at MB Aluminum Roof Coating" at 1 -1/2 gal /sq.
2. Deck: NC Incline: 1
Insulation (Options).* One or more layers perlite. wood fiber, glass fiber, isocyanurate. ure-
thane, perlite /isocyanurate composite, perlite /urethane composite, wood fiber /isocyanurate
composite, phencllc, any thickness.
Ply Sheet Three or more layers of Type G1' Ply 4" or "GAFGLAS Ply 6 ".
Surfacing "Weather Coat Emulsion" at 3 gel /sq.
3. Deck: NC Incline: 1/2
Insulation: One or two layers 'Isotherm R", 4 in., hot mopped.
Ply Sheet Any UL.ClassifWd gravel surfaced Class A asphalt glass fiber mat system.
Class B
1. Deleted.
2. Deck: C -15/32 . Incline: 2
Insulation (Optional* One or more layers perlite• wood fiber. glass fiber. isocyanurate. ure-
Test Location
Uplift Pull
Test (P or F)
Test Location
Uplift Pull
Test (P or F)
Test Location
Uplift Pull
Test (P or F)
Test Location
Uplift Pull
Test (P or F)
1
�ys��
26
27
PA 5�
D
51
52
PsSSV->D
76
77
2
3
28
53
78
4
29
54
79
5
30
55
80
6
31
56
81
7
32
57
82
8
33
58
83
84
9
34
59
10
35
60
85
11
36
61
86
12
37
62
87
13
38
63
88
14
39
64
89
15
40
65
90
16
41
66
91
17
42
67
92
18
43
68
93
19
44
69
94
20
45
70
95
21
46
'{?A 4Se_D
71
96
22
47
72
97
23
48
73
98
24
49
74
99
25
50
75
100
I SITE SPECIFIC INFORMATION
Owner's Name: A l d K J c AM l k INA•k Permit #P 4 1162 -
Job Address' (1 10 tN 100 r , L M i A Gil ( 0P � Eei , {n .
Roofing Contractor: "• L T ki KQo F t 14 !
Type of Tile* S1? 11-3- t k '5 t - F O �v..4 Stet Date Installed• 1 Z 5 . & " do .
Approximate Roof Height I feet Roof Pitch* 3 : ( 7
Type of Access to Roof' Scaffolds Ladder Other
Approximate Square Footage of Roof: 2 8 00 ft'
Required Testing Force: 35 lbs. Testing Equipment: Chatillion 100
Date Tested: F 2 • 21' 00
IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT
QUALITY CONTROL TEST.
THIS REPORT SUBMITTED B,Y:
Civil Engineer.
Lab Certification, #98 - 0508.04
State of FL Certificate ■uthoriiation # 4100
U.S. SOUTH
Engineering & Testing Lab., Inc.
6065 N.W. 167th Street, Suite B -23 • Miami, Florida 33015
Telephone: (305) 558 -2588 • Fax: (305) 362 -4669
ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN
FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPLIANCE
PROTOCOL PA 106
N.E. 41514
1 Z./Z2'Po
TEST RESULTS
P = PASS, F = FAIL
Project
N2 000691
4 're-
NOTES'
$KETCH OF ROOF
JOB 1 l'1 o I�
ID 0 ST- D-A.S D���
�^ OF 2
SHEET NO
CONTRACTOR
CHECKED BY DATE
SCALE
rzo
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Date 7 q ' J Job Address J / U /t la r Tax Folio
Legal Description Historically Designated: Yes No
Owner's Address / / 7 U // b Mla✓h % S Phone '7,r7- W
Contracting Co. Cc... E" / /26 n /rc• Address Z 2 / ,?/ c /97 f //Mg 4/3W
Qualifier �� �7 rY SS# / / /iPhone 9 - / z V 7
State # , G 53 1 d i Municipal # Competency # / 6 0/7 Ins. Co. � .5
Architect/Engineer Address
Bonding Company Address
Mortgagor Address
Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICA . ROOF I PAVING FENCE SIGN
WORK DESCRIPTION 76/vp-o „1.„ , e c;E �-/- c< c: L / /J , re-6/k-)
A sus r
Square Ft 0 Sr �7 Estimated Cost (value) / 6 7
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 authorize the above -named con ac or to 0 tr t t d •rk stated.
Signature of owner and/or Condo President
otary as to 0 er and/or Con
My Commission Expires:
FEES: PERMIT RADON
APPROVED:
Zoning
/ Tenant ��e 4 , 6 m 4 N / Master Permit #
MICHAEL KRICHINSKY
MY COMMISSION # CC 438057
EXPIRES: May 21.1999
Banded Taw Notary Public Underwriters
Building
Date
7
sident Date
Mechanical Plumbing
C.C.F. 1 NOTARY TOTAL DUE
1
Signatur: C' n : ���r or Owner- Builder
Notary as to C. ntractor or Owner- Builder - --X F+a y c F :
My Commission Expires: // - A C C ? 7' ,
,'� F LOR IOI'` ''.' .
Electrical
Engineering
JA I: hI lei ials Cur pm a
17G I Alps Ituad
1'Ja nc, IIJ 07.110
. DUILDING CODE COMPLIANCE UEI'AI3TMENT
SUITE 1003
MET11O -BADE: 1 DUILI)IN°
140 WEST FtAUt.Ef1 SIIIEET
MIAMI, FLO11I1 33130 -1503
(305) 315- 2001
FAX (J05) 315.2900
CQ1 KISJ XJ CE 01ACCEIDCANEE
Your application fur Product Appruval of S;AI? Cuttycrltioua1jJijj1L-1.l.0 hoofing SYSIS:IIts under Chapter 8 of the
1�lclr opolitan Dade County Code governing the use of Alternate Materials and types of Construction, and
completely desCIihed in the plans, specifications and calculations as submitted by Factory Mutual Remick
Col poralion and Underwriters Laburaturic.s, Inc. has been recommended for acceptance by the Building Codc
Compliance [Rpm lnrcm to be used in Dade County, Florida under the specific and itandard conditions set forth
het ein.
.1 he approval shall be valid for a period of Three years. The Building Code Compliance Department reserves the
til;Irt to secure a product or material at any time for a jobsite or manufacturer plant for quality control testing. If
product or material Dail to pc, lot n) in the approved manner, the Code Compliance Department may revoke, modify
or suspend the use of such product or material immediately. 'The Building Code Compliance Dcpaitment reserves
the right to require testing of this product or material should any amendments to the South Florida Building Code be
enacted affecting this product ur material.
11,: expense of such testing will be incurred by the Manufacturer.
1'ItODUCf NU. :
ACCEPTANCE NO.: 94-1,0[4.0I
EX PIRES:
NOV 1 9 NU
- PLEASE NOTE -
'fills is . 1II1; COVE1lSIIEET. S1.E ADDITIONAL PACES FOR SPECIFIC AND GENERAL
CONDITIONS.
IIUILOING COOL COM11.117
•1 his application fur I'iuduct Approval has been reviewed by the Metropolitan Dade . County Building Code
Cun:pli ;urcc Department and approved by the Building Code Committee to be used in Dade County, Florida under
do: r.urnliliuns set forth above.
nprltt_,vl_.L, NV 1 U 1994
METROPOLITAN DAVE COUNTY, FLORIDA
MET11O•DADE I:LAGLEf1 BUILDING •
r.
•
/ ?
G 1ianond, P.G. -'`'-- L
Product Control Division •
Supervisor
4 5 6 'Gt.
Charles Danger', 1'.I:., Director
Building Code Compliance Derrtumid
• Metropolitan Dade County
,tr. 110.F 41.10, ,'OM% tt. ■'M r ..'
Applicant:
(;AI f11a(cr ials Cr
1361 Alps (toad
1Vayne NJ 07
,orY:
....ategory:
I'ypc:
(
■
np ma li o!'
Mcinbraue Roofing System
Built-Up hoofing
Conventional
Fiberglass
William J. Woodring
Director of Technical Ser vices
1361 Alps (toad
Wayne NJ 01
(201) 628 -3000
Prod, ..i Control Notice of Acceptance
Roofing System Approval f
T
Product Control No.: 9
Approval Dale: rr'ov o 1.991:
1: :loon Date:
GAF Materials Corporation, a manufacturer of commercial roofing
wide range of rout products for built -up and modified bitumen roo " ru ducts for more than 100 years, products a
modified systems to meet Me demands For multi -ply SIB modified spc ific addition GAF offers two ply
OAF
()brained Gd GA arr e
systems over various insulated and non - insulalcd substrates, copies of which can
found in the "GAFGLAS Built -Up Roofing Application and Specifications"
published annually.
I he GAF Roof System Assemblies have been extensively tested at Factory Mutual Research Corporation and
IIndcrwriters Laborator and hove 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
mien( Factory Mutual Approval Guide.
(JAF i`lateriats Corporation products are distributed through a wide network of roofing wholesale distributors
throughout the South Florida area.
For more information on specific roof system ,, nstrucrions, contact Ihe 'Fechnical Service Office, located in Wayne,
flew Jersey, :it 1- 800 - ROOF -41 1.
Deck . 1'ypc 1:
Deck Description:
System Type A(2):
A1I General and Syslcn► 1...imitations shall apply.
I E r s e : ; h r.ct:
Ply .)IrcCi:
Cap Str
Stu facing,:
tvlaxinrunl Design
l'r essure:
Maximum Dire
Classification:
f\laxinn.nn Slope:
Specification
wood, I'lon- insulated
1 7 )7 " of greater plywood or wood plank decks
Base sheet mechanically fastened.
GAk;LAS'10 /175, GAFGLAS® PLY /ND, GAFGLAS® PLY 60, GAFGLASrg►
STRATA VEN frlir or RUDEROIDT.0 20 applied to the deck with approved annular
ring shank nails and minimum I 5 /,; 1 tin caps at a fastener spacing of 9" o.c. at the
lair, 12" o.c. in two rows staggered along the center line of the of the sheet in the
field.
Two or three plies of GAFGLASO PLY /NO or GAFGLASO PLY 60 ply sheet
atllrc►cd in a lull mopping of approved asphalt at an application rate of 25 lbs. /sq. i
15 %.
(Optional) One ply of GAFGLAS(10 Mineral Surfaced Cap Sheet adhered in a full
mopping of approved asphalt at an application rate of 25 lbs. /sq. 1 15 %.
(Required if no cap shed is used) install one of the following:
I. Grundy AL M13 aluminum hoof Coating with an application rate of
1.5 gal. /sq.; or GAF WEATHER COATO l:rnulsiou with an
application rate of 3 gal. /sq.; or GAF Fibcred Aluminum Coating
with an application rate of 1.5 gal. /sq..
2. Asphalt flood coat at an application rate of 60 Ibs. /sq. f 20 %; plus
gravel or slag with an application rate of 400 Ibs. /sq. & 300 lbs. /sq.,
respectively.
- 55psf.
'A'. See General Limitation /12.
3 ":12 "; See General Limitation 113.
21
Product Control No.: 9,1-101,1.01
i f / /1 •
Gil Diamond, P.C. ; ' r ..: : , `:t
4 i
∎.( • r. _. . ■10.6.1 ,.+I n, MW . IMAM MU .M1 .R
\Vood Deck
System Limitations: I. n red rosin sheet shall be installed on' all wood plank decks to eliminate
asphalt seepage and bonding of base sheet to plank and deck. Red rosin sheet
may also be installed on plywood decks as an option.
•
2. A slip street is required with PLY 40 and PLY 6® when used as a
mechanically fastened base or anchor sheet.
3. Pie-assembled tap nails may only be used for termination of fully bonded
mu faces such as mechanical termination at wood blocking, head and side Zaps,
and base flashing terminations. Cap nails shall not be used for the mechanical
attachment of a base sheet. Tin caps arc required by the South Florida
Building Code. Pre-assembled 'Cap Nail' shall nut be used for base sheet
attachment
Gil Diamond, P.E.
22
Product Control Nu.: 944014.01
( ;cncral Limitations:
9.
I U.
' • All asphalt ;ball comply with ASTNf D 312 type or proposed asphalt producers must be approved by thef YI applicant. I V requirements. All
2. Dire ratings
are determined by a combinatio of slope,
Itcicr to current Underwriters hoofing Materials Directory dock her red assembly,
listed in the leslin
g fits. .Fire ratings shall be in complianc with Sections s3stin
34101.6 of the South Florida Building Codc. 6 data
IU 1.5 and
3 • Maximum slope n ra , I � ,•` � '' '
vary for each system; consult c
Laboratories Roofing Materials Directo 6 shall current Underwriters
with design criteria for each
•^ .� �ro'ect,- .ry,art'� GAF specifications for complia
project, Refer. to the coal tar pitch manufacturers
Product Control Appruval slope limilatioiis on these systems,
` An overlay /recovery board insulation panel is required o,r
all applications over
board closed cell foam insulatiops when the base sheet is fully stopped. I f
board is used the bast; sheet nra
t 1 us diameter circles, t m o c bc applied using I no recovery
spot b in no
approved
al each sidclap and one down the center the allowing a in t ro one f
ventilation. [ of the sirips is not acceptable. g a continuou area of
every 12' in each ribbon to allow cross ventilation, A 6" break wall be placed
system shall be at a minimum rate of 12 lbsisq.. Asphalt application of either
5. Any amendments to these provisions shall be in.corny /lance with Sections
204 of the South Florida Building Code. 203 and
G. All work shall be performed by
Count Y a Contractor licensed to do roofing Dade
the manufacturer. y . Contractor shall be familiar with the details and specifications published u b
Y
7• • In re- rooting applications, moisture content, in an existing
complianc with Section 3401.9(c) of the South Florida Building C' roof must be in
8.
Prim to application, all existing roof Code.
tested for uplift resistance in compliance r vith Dade Coun b substrate shall be
ondin '
calculat design pressure of the roof deck. Y Protocol I A 124 to the
If required, any Factory Mutual Approved vapor barrier in conjunction with
proprietary or approved adhesives may be used' prior to the applicatio of the
insulatio layer.
Perimeter and courier areas shall have an increase in fastener density for both
insulation and base sheet in complianc with PA 117 of the South Florida Building
AI' f crinrcicr• and nailer metal profile design •shalt conform with Dade County
Pr ();• 'col I'A III (Attic South Florida Building Codc.
Gil Diamond, P.E.
74
Product Control NO.: c : _
o >! IUf•l.pl
12.
(:lashings shall be installed according to the manufacturers standard details, and may
be applied in cold application adhesive, hot asphalt or may be an approved torch
applied niodilicd bitumen membrane. Specific details, approved by the
manufacturer, shall be submitted with the Section 11 Permit Application.
13. GAF lull good materials shall be stored on end and on a clean, Ilat and thy surface.
14. Consult current Undcrwritcts Laboratories Directory for the required coating For
each tooling assembly. The assembly shall be installed in strict compliance with
Chapter 3401.5 and 3401.6 of the South Florida Building Code for maximum life
classification.
15,, Asphalt muppings shall be with asphalt approved by the applicant and shall be
approved in compliance with CgUIVisCIOUS temperature (LVT) methods of asphalt
dciciniination. Asphalt containers or bulk tickets shall indicate a IiVT, finished
blowing temperature (F UT) and flash point. Asphalt types and temperature ranges
shall be in compliance with Subsection 3403.4(a)(3) of the South Florida Building
Code.
16. insulation may be installed in multiple layers. First layer shall be attached in
compliance with Product Control Approval guidelines. • All other layers shall be
adhered in a full propping of approved asphalt at an application rate of 25 lbs /sq. 1
15% ur 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 hot asphalt or adhesive.
Pic assembled cap nails may only be used for termination of fully bonded surfaces
such as mechanical termination at wood .blocking,. bead and side laps, and base
flashing terminations. Cap nails shall not be used for the mechanical attachment of a
base sheet. Tin caps are required by the South Florida Building Code. •
18. The submission of system specifications and details shall accompany the Section 11
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.
19. All standard panel sizes are acceptable for mechanical attachment. When applied in
liot asphalt, panel size shall be 4' x 4' maximum.
. 17.
Gil Diamond, 1'.E.
75 •
Product Control No.: 94- 1014.01
/.i
. f. -r
RV_I:11:1 (LIACSIPTANC E: STANDARD CONDITIQLJ,j
Extensions of Acceptance may be considered aller a new application has been filed and the supporting
da1a, test repotts no older than len (1ll) years, have been re-evaluated.
All reports of re- Testing shall bear the seal, signature and date of an engineer registered in the Stale of
Florida.
2. Any revision or change in the nraterials,use, or manufacture oldie product or process shall automatically
be cause for termination, unless prior approval is granted for revisions or change.
3. Any unsatisfactory performance of this product or process or a change in Code provisions shall be gr ounds
for re- evaluation.
4. 'Phis acceptance shall not be used as an endorsement of any product for sales or advertising purposes.
5. '1 he Notice of Acceptance number preceded by the words 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.
6. I'roduct approval drawings, where required for permit applications, shall be provided to the applicant by
the manufacturer or his distributors unless otherwise noted in the Notice of Acceptance. The prints need
nut be re-sealed by an engineer.
7. Failure to comply with the Standard Conditions shall be cause for termination of the Approval.
This approval superccdcs all previous approvals.
Product Control Division •
Supervisor
LAS® Sifecis (:atiotis N- IJ- 'l -M /PG and N- B -4 -M'
Specifications
General
Application Recommendations detailed on pages 17 -20 shall -apply in addition to
the following recommendations and specifications..
Application of [tooling Membrane
I. Over entire surlace, lay one ply of sheathing paper where applicable. Lap
eacti sheet 2 inches over preceding sheet. Nail suilicienlly to hold in place.
2. Starling al the low point oI the roof, lay one ply ml GAFGLAS Base Sheet,
lapping each sheel 2 inches al edges and not less Than 6 inches at end laps.
Nail along lap of base ply at intervals not to exceed 9 inches and stagger -nail
down center of sheet in Iwo rows with nails spaced at 18 Inch intervals in each
row. Use lasleners %Mill integral metal heads al least I inch in diameter or
square That are recomunendl ll by GAF Materials Corporation or the deck
rilanulactiner. (See 'Special Ins. oils' below.)
3. Slanting al the low point of the I, plop two plies of GAFGLAS Ply shingle
fashion; lapping each sheet 19 iln.ius over the preceding sheet; solidly mopping
to lire underlying base sheet to provide three plies over the entire root area.
Asphalt Ilequirenlenls
hderply moppilys of hooding Asphalt must be applied in a continuous film and
h
sall consist of approximately 25 l�'�unds per 100 square feet of root area with a
tolerance not to exceed 20"Y0 plus or minus. The appropriate asphalt for the •
slopes involved nnosl be used.
Slope per loot
Up to 3'
3' 6'
UL Class Substrate
A c
A NC
B C
Asphalt Type
Sleep AS1M hype III
TIT - Stoop ASIM Typo IV
Slope
2'
3'
3 '/,
' slopes up to V, loch per foot, Flat AS IM Type 11 may be used except In
Ja, texas, New Mexico, Arizona, and California.
Slulachrg
Apply GAFGLAS Mineral Surfaced Cap Sheet in accordance with the application
irlsl1uclioiIS on page 20, so that the laps are ousel from the laps of the ply sheets.
Special Instructions
1. See reconunenrlalions for use over gypsum decks on page 9.
2. Acceptable GAFGLAS Base Sheets include: S FIATAVEN I* (Vent Ply) for
Mailable Decks required for freshly poured gypsum decks, GAFGLAS #75 Base
Sheet, GAFGLAS PLY 6', and GAFGLAS Ply 4. For wood decks and structural •
wood fiber decks, when GAFGLAS Ply 4 or GAFGLAS PLY 6 is used as a base
sheet, a sheathing paper is required.
3. See 'Nailing of Base Sheet; pages 18.19.
4. For roof slopes of 1 inch per fool or more, all ply felts must be back - nailed 4 inch-
es in Horn the back edge of the fell. See 'Installation on Sleep Roofs, page 10.
UL Classification
UL Chart Key
1. Subslrale
C = Combustible and Noncombustible
Combuslible = Wund planks, boards, etc., plywood (ruin. "hI inch Thickness),
oriented shunt hoard (mill. 'h inch Thickness).
NC = IJonconrbustible only
Noncombustible = Steel, 1)0(1re11 or precast structural CoIICICIe, Lightweight
insulating concrete, gypsum, shuctual wood fiber, elc.
2. Slope
Maximum slope alloyed, in loch oer fool
I _
-1---
GAM AS
Mineral Surfaced
Cap Sheet
!reliable Deets
lSheelhInp Paper
plrequired) ,
2' Side lep,
•
GAF MATERIAL e
COnPORA TON
North, South, and West Zones
Nailable decks up to 6 Inches per foot slope,.except for lighlweight insulating
concrete decks which are limited to a maximum slope of 1" per fool. Wood,
plywood, poured gypsum, precast gypsum planks, other acceptable nailahle
decks. For lightweight Insulating concrete decks, see page 9.
Specllicalion
N-13-4-M/P6
N- B- 4 -M/P6
N -B -4 -M
Guarantees Avail .le
Malerlals ^ _I l '; 1
Sheathing paper (1 ply; II required) •
GAFGLAS Base Sheet h:;';;`.;•
'.GAFGLAS.PIy (2 plies) :';';;i`i` ...
GAF.Materials Corporation Rooting Asphalt
IrlterplieS:i '
•:Cap Sheet:''
:GAFGLAS Mineral Surfaced Cap Sheet (1 ply)
Approximate Weight per Square 175 - 250 lbs..
Libolty Guarantees
15 yr. West Zone only, Wood Decks.
15 yr.
Lightweight Insulating Concrete.
(See page 9.)
2r 10, 10, 5r5, 5 yr.
41
Job Address: _r/ 7G) i ii/Eh51 — Contractdxxpert Roof Repair Process No.
APPENDIX 'E'
AlE I RO -DADE UNIFORM BUILDING I'ERNIFF
SECTION 11
BUILT-UP APPLICATIONS AND '
MODIFIED BITUMEN SYSTEMS
GENERAL:
Type of Roof System Assembly to be Applied:
Manufacturer of Roof System Assembly:
Product Control Approval Number:
Systeitt Number from Product Control Approval:
(it Mach a copy of the Roof System Assembly Product Control Approval and the Manufacturer's System
Guide Specification. )
( Note: If a minimum roof system is to be applied, describe all
components within the system and list the manufacturer of
each component. PO NOT complete this section if system is
Product Control Approved. )
Base Sheet:
Fasteners:
Ply Sheet(s):
Cap Sheet:
Asphalt:
( Note: No insulation system is acceptable under the minimum
roof category. )
Complete the Following for all Roof System Assemblies:
Built-Up Applications and Modified Bitumen Systems
Page -1
,css: 1/70 /Jt✓ fdd,lT Contra Roof Repair Process No.
(Check one of the f
Recover Re -roof )( New Construction
If a recover, is the existing Roof System Assembly
to be used as a bonding substrate ?:
Proposed Fastener:
(Attach withdrawal resistance lest report. )
Till: SYSTEM:
Deck:
- (Briefly describe )
Base Sheet or Ply:
(7)pe and method of attachment ).
Ply Sheet(s):
( Hype and method of attachment )
(dood Pid 1
Built -Up Applications and Modified Bitumen Systems
Page -2
Y N
1 f YES, has an ASTM E907 test been carried out
to confirm adhesion oldie existing membrane to
the substrate ?: Y N
(If 'yes', attach ASTi .i L907 test report. )
1-las the deck been examined for moisture?: Y N
(Provide data confirming compliance with
Section 31019(c) . )
All Roof System Assemblies in the Product Approval have a variety of options. Briefly
describe the Roofing Components to be used in the Roof System Assembly and attach a copy of
the manufacturer's published specification:
n � //AA)
Opt q. VS 'QA_
" �/�•— �>a
Insulation: � �S� < °"
(7) pe, size and method of attachment,
if applicable )
T )A) (14)
Ar6f-As dam rod
'41 / AO
YGoitglid /Ai 7/e-ke //, 644 2 A -
Tile) ari � Wir/
y
Tess: 1/ 70 ,UL f OOfl Contractor Expert Roof Repai�ruccss No.
Top Ply:
( Type and method of attachment )
Surfacing:
(Type, if applicable )
Plashing Materials:
( Type and method of attachment )
Grp 6 A . (-6/5s RA /144 /
14c alp Sk-e r
,A7/4
J AC/3 4 ( t / / .ti)
N0 •
Built -Up Applications and Modified Bitumen Systems
I'agc -3
ress: 1/lc) Ate /Oaf)" contractor pt t Roof Repair
Process ocess No.
_._ inches
inches
inches
.-.■•••■• .
FILL IN AI'PLICAI3LE ROOFING COMPONENTS WHICH MAKE
. UP ROOF SYSTEM ASSEMBLY AND THICKNESS OF DECK AND
INSULATION LAYEIt(S). (Where Roofing Component not used in
Roof System Assembly, fill in with "N /A ".)
'77 lop In ,v nNon
layer bonded)
•
inndatlon
meckentoched)
E--- Insulation:
Surfacing:
( Iffy describe.
)
Top Ply:
Built -Up Applications and Modified Bitumen Systems
Page-4
Bonding Material: Q'
Ply Shcet(s):
Bonding Material:
Fastener:
(i(bas. sheet m er olme e )
Base Sheet:
Bonding aterial:
(lf base s bonded)
Fastener:
(r /top tmural on ajer
mech. attached)
Top Insulation Layer:
(if applicable)
r 1 ded)
Vapor Retarder:
( If applicable )
�I'r imcr•
(1/nppllc°ba)
u� cx•
pe lO /A , /k
Gage or Thickness: 3i41
Density if deck:
irt
AAP
v rk d
fivvi / 4 11 P
7"/N ���
C 641144-1
.dress:
1170 Et_Ld0„Fr Contract4xpert Roof Repair'
P . Process No.
PERIMETER DETAIL #1: Parapet Wall Detail
Coping Cap
Cage:
Fastener
Spacing: o.c.
Clip Type:
Clip Gage:
Deck Type:
PERIMETER DETAIL 112: Flashing Detail
Sketch Rooting Components which make up Roof
System Assembly at Perimeter Parapet Walls.
Insert leaders indicating Roofing Component names,
dimensions, thicknesses, etc.
Include fastener type and spacing used for wood -
blocking attaclunenl.
Sketch Roofing Components which stake up Roof
System Assembly at Perimeter Areas to be flashed.
Insert leaders indicating Rooting Component navies,
dimensions, thicknesses, etc.
Include fastener type and spacing used for wood -
blocking attaclmrcnt.
12� d � /��r1 t'N A/6 � � "4" Vil61C//14///211 � vat it"
Ijuilt -Up Applications and 1llodifted Bitumen Systems
Page -5
css: fl coitraWiliert Roof Repair
PERIMETER DETAIL t13: Gravel Stop or Drip Edge
sketch Roofing Components which make up Roof
System Assembly at Perimeter Edge wish Gravel
Stop or Drip Edge.
Insert leaders indicating Roofing Components names,
dimensions, thicknesses, etc.
Include fastener type and spacing used for wood -
blocking attachment.
Sketch Roofing Components which make up Roof
System Assembly at Perimeter Edge with Gutters.
Insert leaders indicating Roofing Component names,
dimensions, thicknesses, etc.
Include fastener type and spacing used for wood.
blocking attachment.
Gutter 'Uwe:
Gutter Gage:
Fastener
Spacing:
Gravel Slop /Drip Edge
Gage:
Fastener
Spacing: o.c.
Clip Type _
Clip Gage:
Deck Type:
Deck Type:
PERIMETER DETAIL 1/4: Gutter Detail
Built -Up Applications and Modified Bitumen Systems
Page -G.
Process No.
jdress: // 7 ,✓c+- /BTIJ Cont. -Amen Roof Repair
Sketch Roofing Components whieh make up Roof
System Asser•Uv )! a:•v •�•�.,.,' 4'...'
,YG ■;1Nn.11.lion
which may rMsd.
Insert !cadets indicating Pooling Component names,
dimensions, thickesses, cic.
Include fastener type and spacing used for tvood-
blocking attachment.
Sketch Roofing Components which make up Roof
System Assembly at any 'other' Perimeter Condition
%%hick may exisit.
ht eit leaders indicating Roofing Component names,
dimensions, thickesses, etc.
Include fastener type and spacing used for wood -
blocking altacluncnt.
PERIMETER DETAIL 115: 'Other' Dctail
Process No.
PERIMETER DETAIL 116: 'Other' Detail
Built -Up Applications and Modified Bitumen Systems
Page-7
.icss: /l 7() rasp ContragOlgfert Roof Repair process No.
Inset Building and Parapet 1lcights.
(If no Parapet exists, insert "N//1")
Also insert applicable information pertaining
to the building below.
(See ASCE 7-88 Fact Sheet Attached)
Exposure Category:
Classification Category:
At Hurricane Oceanline7: Y N
Basic Wind Speed al
Building Location: 1 10 mph
Building Condition based on
% of Openings:
GROUND LEVEL
feet
r
feet
BUILDING INFORMATION 191
Built -Up Applications and Modified Bitumen Systems
Page -8
w.�
_ L:.�yert Roof Repair
Job Address: I (7 D /� 1 �S`'` Contractor
Sketch Roof Pier. indicating all dimensions, any slops,
roof drains, crickets, or roof top equipment Also insert
variable labeled "a" which indicates perimeter and come:
dimensions per Chapter. 23 of the South Florida Building
Code.
( See ASCE 7 -88 Fact Sheet Attached )
ofA
c
BUILDING INFORMATION 42: Roof Plan with Perimeter and Corner Dimensions
Built -Up Applications and Modified Bitumen Systems
Pagc -9
Process No.
Expert Roof Repair
ess: /� 7 Contractor Process No.
-- FOR PLAN EXAMINER USE ONLY --
Roof System AssemlAy Product Control Ap iovcd:
11NO, note any deficiencies:
Desi gn 1'ressurc Requires_
Picld:
psf
Perimeter Areas: psf
Corner Areas:
psf
Note any limitations:
Y _ N
Reviewed Details ?:
Notes:
Y N
Built -Up Applications and Modified Bitumen Systems
Page -10
r
Ex pert Roof Repair >
,ress: /!_ , sj`r` Contractor Process No.
Reviewed Field 'Pest Data' ?:
Notes:
Additional Notes:
Y N
Built -Up Applications and Modified Bitumen Systems
Page -11
Plan Examiner
i•
MIAMI SHORES VILLAGE
!BUILDING INSPECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT
• Apphration h hetel+y trade for the approval of the detailed statt..arnt of cue plans sod specifications herewith wb.nitted b u,'1d
toll or other structure burin (Immix-it This application is made to compliance and conformity with the building (ordinance of Msaml
Shores Vitiate. Florid... anal nll t.rovrsnxn of the Laws of the State - of Florida all ordinances of Miami Shores Village and all Oyler and
regulations of the Solichug D,visir.n of Miami Shores Village shall be complied with, whether / berets ipdfiad or Sliest. A copy alopproiad
plans and specifications Boast be kept at building during prpgreas d the work.
•
Owner's Name and Address /)/
Date
R egistered AJ:hitt;tt and/or Engineer . ... ...... ,.._.. _._ _.. .._ .... __._,...,K .. ..
Name and adcicas of licensed. contractor....
Location and legal description of lot to be built o :
Lot - --
1llock _..... � r l.._.._ _... ._ Subdivisionl�ss J_�
Street and :Number where work is to be done._ J / L.. tVQ .�
State woe to,,3� and purpose of buildin (b
f alt 1 ON —i
ff .... /- 96rs, � .D-N. ' -i -fs �/ a � , �p }
o
. - � 'J .(.�� Q X11. (_ Arad for ao other purpose.
�J� 7
New Building 3 t! ... Remodeling Addition epairs" _.. No. Stor ..
dbit Covering... -K
To be constructed of . • kind of foundation..
Estimated Total cost of improvements $ ././qifia00 Amount of Permit 4-
lf,r[0 Distance •to next nearest building Siza of Building Lot
Zone cubage required -Plan Cubage
Maaunum 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 i,n applic:,nt for this'hcrclding permit does hereby certify that he understands and accepts his obligations as an employer
of +.rhur under the Honda workmen's Compensation Act. being Section 5966, Compiled General Laws of Florida. Permanent Suplslr,nent,
and has complied %kith the rovision* thereof, and will require similar conmphance from ell contractors or sub employe° by bin,
in t::c wore to be performe under this permit; and will post or cause to be posted for inspection on the site of the work such public nonce
or notices as are required by the Ac•t. The undersigned agrees to ernploy only sue beontrsetces, as wroth to be per( under this
permit. as are licensed by Miami Shores Village.
Remarks..._ X( Signed)
STATE OF FLOrIDA,
COUNTY OF DADE. IS '
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowkdgn.ents, personally ap-
peared •
and who, being by me first duly sworn, upon oath deposes and says that he is the
of tl.e above described cnnstructron, that he has carefully read the foregoing application, and that he did sign the same, and that all facts
therein by him star d ark .rite.
%b
Permit No.
Disapproved .......
(Slated )
Date r `�
Date.. - -• - .-- _..._..—
Notary Public, State of Florida
Building Inspector My Commission Expires
Cnair:nin
Merr,Lcr
Member r _.
Council Approved __ ___
Read, Sworn to and Subscribed before me.
PLANNING BOARD..._.._.. . . ................_.__._.__._DATE
NU T I. • A clr.uge of.>$1.00 will be made for making vonvetions or ebonges to this epphcstbn lifter appern•$
liu.,rd
A rt••n.•p.., lee of $1:00 will be charged when oath ft- lospcetion is seeds snrceroary by doper Policy
water:al, arse /or workmanship.
•
757- z�5
so 1
No 111.__ resi�[.1L�...__iZ
to tae well known,
Member ._..r ...._ _
Member _._._ —• -_ _ -_.-
Disappeoved _ _____....._ Dote
has Men nbratned from
for hsspeation se fouhy
//3 /q 0 Q6 cf.
MIAMI SHORES VILLAGE iA L S 8
BUILDING INSPECTION DEPARTMENT L q
APPLICATION FOR BUILDING PERMIT /S L/ 7
Application is hereby made for the approval of the detailed statement ur ore plans and specifications herewith submitted for the build
inc 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. •
/� ,,,, /� w . i � � � 9�
Ak-ner's Name and Address . M
Registered Architect and /or Engineer ••. .
Name and address of licensed contractor I :......
Location and legal description of lot to be bui on:
P
Lot Block
Street and Number where work is to be done
State work to be done rnd of buildi
New Building Remodeling
STATE OF FLORIDA,
COUNTY OF DADE. } ss.
Building Inspector
Subdivis ^ rn ir
--
Addition Repairs.
r,:,e err•••. r•e r .ywre•rrsr r x
and for no other purpose.
No of Stories 1
To be constructed of Kin • f Roof Covering
Estimated Total cost of improvements $.. Amount of Permit $. ,e
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 obligations as an employer
of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Sup rleurent,
and has complied \pith 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 pi e for inspect' n on the site of the work such p rlic notice
or notices as are required by the Act. The undersigned agrees to employ only s bcontr rs, on work to be performed 'der this
pcnnit, as are licensed by Miami Shores Village.
Remarks (Signed)
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, rsort •ly ap-
peared
My Commission Expires
to me well known,
and who, being by me first duly sworn, upon oath deposes ap d says that he is the.
of the above described construction, that he has carefully r9id the foregoing application, and that he did sign the same, and that all fads
therein by him stated are true.
Sworn to and Subscribed before me.
Perrnit No t 1 3 7 Date
Disapproved ........ _..... Date.
Notary Public, State of Florida
(Signed)
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 I'Lrnnir.g Board.
A re fee of 31.00 will be charged when such re- inspection is made necessary by improper notice for inspectitm or faulty
materials anti /or workmanship.
AMI SHORES VILLAGE, FLA. Nu 8308
JOB
ADDRESS
INSPECTION
TIME READY
REMARKS:
0/ 7Z /0 -/3 -J7