ROOFING PERMITSPERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Date Job Address 4' � 1� I / Sr Tax Folio
Legal Description Historically Designated: Yes
Owner/Les see / Tenant Cat )t(CA( ,t. JA V\, ( )L-7( /
Owner's Address (Q ! v Li 5'r
Contracting Co. \ae((S t o\i Address o) (70 e 6CX- 'J /ucJ
Qualifier ?0 f CO`SIG
State # (o '(3 Municipal # Ins. Co.
Architect/Engineer
Bonding Company
Mortgagor Address
Permit Type (circle one):
WORK DESCRIPTION (-e 't r leae
Square Ft.
8'
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
laws regulating construction and zoning. Furthermore, I authorize the above -nam
FEES: PERMIT
11-te' .1-4 41/
e of owner and/or Condo Preside
Notary as to Owner and/or Condo 'r
My Commission Expires:
ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
RADON
(0 -
ate
-00
LA R. MONTERREY
MY COMMISSION # CC 940824
EXPIRES: May 30, 2004
Bondec ihrt Budget Notary Services
C.C.F.
4x‘4
No
Master Permit # fey/2
Phone 505 — •7 1 J'1 J�
ss# , 3a S 7%09-Oco 00
Competency #
Address
Address
Estimated Cost (value) it X60
S akc ‘,..11-(
t all work will be done in compliance with all applicable
e work stated.
:
3 irk
Signature of Contractor or Owner - Builder
TOTAL DUE
Date
actot44
� iresEXPIRES: May 30,
Bonded Thru Budget Notary Services
NOTARY BOND
APPROVED:
Zoning Building k(/ W (I Electrical
Mechanical Plumbing Engineering
Appendix "E"
UNIFORM ROOFING PERMIT APPLICATION
PROCESS No.
Contractor's Name: ROBERTS kooFING & SUPPLY Job Address:
(O BnJ 6 0 1i s 1"
❑ (Low Slope Application) •
ROOF CATEGORY
❑ (Nail -On Tile)
❑ (Mortar=Adhesive Set Tie)
❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs1Wood Shingles & Shakes) ❑ (Other) t
ROOF TYPE '
❑ New Roof ❑ Re- roofing ❑ Recovering • RepaIr ❑ Maintenance
• 4 �
Flat Roof Area (ft') Sloped Roof Area (ft') 8 Total (ft') 5 Permit No.
Exposure category (per ASC37.88): C Building Classification category (per ASCE 7 -88 table 1): I
RED ROSIN PAPER
Ft.
A
Ft.
n
v
v
_ GAFGLAS #75 Base sheet
(t /c)
•r RUBEROID MOP FR (h/ )
Deck type: 1" X 6" T &G WOOD
ATTACHMENT
Fastener Type: 1+" RING SHANK NAILS
$PA CINO
Field: 12" Perimeter: 6" .. Corner: 6'
12
DETAIL 1 & 2
ROOF HEIGHT AND SYSTEM DETAILS
(Draw details as needed)
9" STRIPPING
26 GA. GALV EAVE DRIP2 " x 2i"
ROOF PLAY
r
r
r
r
r
:n.owe 964
Page -1
Watt's/Agent's Sigma
Date
•
•
• •
• •' ' _
•
REQUIRED OWNERS NOTIFICATION F uFu ' .
• As to pertains co 4h •• .. OR ROOFING COi1•SIDERAT
required roofing pb�i�rovt f' tt.ts the �s?onstbIliyr of • • • IONS this
r The roofing pe on:'of Chat die owner with this ap n roofing contractor to
P er 34 of the Building ex) ( to ) provide the a l owner t mini um •
requirements and stand mouth Fl orida Suildin
requirements
be addressed to standards of the industry for Wiling spent btstalilft o o n d y a ( j 7 all Me minimum i
' l ie t box dressed t part the of the ha deer ent,between the owner and the contractor: the '
been explained.' tractor: , Th Q oa f i initia
following in items �s
� '
n *esthe 1 Yorkntti�tis � . the' •
w.f.- w.f.- provldtg that • the' syste n ee The tlwro vind n nsist
providing that • ' roofing issues are not a consideration ther n w provisions of Chapter oa pc roc performance purpose of
sOclt ns color or nrcl�itcetura!'a make acrd water intrusion
• r ant between the owne and the ill respect to workmanship Acrformance standards.
ppearance; that are nog P Arovision
contractor.
part of a z cock, should be a Aesthetic issues •
• `"� Z, Rcnaliin addressed as pan of the
In accordance with Y Wood D ocks: 1Yliert replacing
the c p ng tooling. the existing •
r v 8 the existing roofs cm; talons °rChapter 29 of thagp g wood roof deck ma
. (Ma roof deck t s,usuaUy l conc eo e0 pr �c
• Common Rooy• Common roofs are those which have no visible d
nits (i.e. townhouse :
s, condomtniu'ms, etc.), to buildings ni er should notify the occupants , ;etc.) units of , thea on roofing cont neighboring
gag w common roofs, the y hboriiig
• ... roolin tivo rtt to be performed� r0°�ng contractor and/or'
4• exposed ceilings: Exposed, 0
wed from below, n be ''
pc am ceilings sue where the underside of the
penetrations urine underside of mcyt,ln ish to maintain the ,
a • • corancc: g may not bo acceptable. SFt3 ° root decking can b<•
appearance, option o metre ►
�� � C provides the option o f S nail
,
m�mtaimn
mouse water to ding Watt;rt The current roofs • •
pond V ter; The
to low-lying ystem and/or deck of the building
distress and may require .the • (accumulate) i V of IreASr th e may not drain well and may
d - 1
expectancy and �f• Peg can be an indication of structural
(if
per (gibe new roofing =fe�tonai structural engineer. Pondin
• • c g system is removed. Pending conditions should
Ys nt. Pending conditions may g may shorten the (Uc
be corrected.
°Y not'be evident untiVthc original
� = Overflow Scuppers
•�' from a build up (wall Outlets): It is •teq' uircd
overllo,v scuppers P of water. Perimeter /edge walls - or other roof rainwater
extensions may PPcrs (wall outlets) are not ma so that the roof is not
1° PtOf 23 r3 the SFgC, provided. I t may W necessary block this 'discharge Jr
ary to install o�'crfiow scuppers ppers in accordance M ost roof structures should have some•abili to v
of the structural asscmbry trite building of be beneficial s consider a bui v � if)• ant natural on shall through
8,t�tcl�ia amount of niti ventilation sha � the interior
tires ; • n result i cxtcndirt� dsc swift lire of the � roof.
It
in � rmalion'rc ' ard'i may contact the Miami• .
g b d c Dade Count •
Y Consumer Services Ocpanmcttt for fttnhcr
Contractor :Sign
fl '
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
10050 N.E. 2nd Avenue • Miami Shores, Florida 33138.305- 795 -2204
/ � /
Date Job Address a ( — )I-- Tax Folio
Legal Description Historically Designated: Yes l' No/K
Owner/ ,esseeTTenet ( PtL LW l E I ! ilk& 41 u f+ , Al S Master Permit #� P ' a000 ' Le /-
Owner's Address ( X (! `/ C_- q/ ' � I Phone
Contracting Co. , ?
� e4 JY( Address q Nf Q) t )-6, cr P 7 • FL 3-.t,1=
Qualifier -4 ( .J � k) (? Phone 9.3/9- - �
State # 'C [ Municipal # Competency # Co. O0 ��` 1_ ,Ins. /01 -
IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY,
THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE
BEFORE CALLING FOR ANOTHER INSPECTION.
Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICALING ,,
WORK DESCRIPTION: ee,\.(te ' L_..6 ---4_ t .' '-' C 17tA .Lk_,
Square Ft. V% Estimated Cost (value) 4 ?) Oa • ri ?
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 ANY 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 all disciplines.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws
regulating construction and zoning. Furthermore, I authorize the above named contractor to do the work stated.
•
ignature of owner and/or Co o Pre ent
(424
Notary as to Owner and/o
My Commission Expires
1 ISOADON
AMA B. HITS
My Comm Exp. 515105.
No. DD 0049
(1 Prsanany Known 1
FEES: PERMIT
APPROVED:
Zoning Buildi
Date
Date Notary as to Contractor or Owner Buil
My Commission Expires
Signature of C actor or Ow Builder
CLARA B. HITF
My Comm bp.
�
No. DO 004910
Pe*sa naly Known I 1 Other I.D.
Mechanical Plumbing Structural Engineer
1
P Miami Shores Village
10050 NE 2nd Avenue
Phone: 305 - 795 -2204
c
ns" Printed: 3 /25/2002
0
0
l u
Applicant: LAURAINE
Owner: GLISPIN
Contractor BEN'S RELIABLE ROOFING INC
Local Phone: 954- 966 -4027
Parcel # 1131010200020
Job Address: 68 NE 91 ST
building Permit
Permit Number: BP2002 -613
GLISPIN
LAURAINE
Address: 9721 NW 25TH COURT
Cellular:
Legal Description: 1 53 41 EL PORTAL SEC 3
Fees: Description Amount
O FEE2002 -1726 Building Fee $195.00
FEE2002 -1727 CCF $6.00
0 FEE2002 -1728 Buildier's Bond $300.00
Total Fees: $501.00
Permit Status: Approved Permit Expiration: 9/21/2002 Construction Value: $9,600.00
Vl Work: REROOF FLAT TILES COLOR THRU ALL SAME COLOR
- - -•� -- �..�..or•tinn.
Page 1 of 1
Total Fees: $501.00
Total Receipts: $0.00
-- -- -.:.:+ narkane accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection
PAY
TO THE
ORDER OF
0
BEN'S RELIABLE ROOFING INC.
9721 N.W. 26TH COURT 954 - 966 -4027
PEMBROKE PINES, FL 33024
6 3- 643/670
/111 \ / �� BRANCH 13093
Rs 8
FOR
First Union National Bank
° flrstunlon.com
Og. 003 R/T 067006432
"O L 2096u°
°06 70064 3 21: 26 79 104 736 9 26110
12096
DATE
F::.
ba.
•
PB 9 -148 W1/2 LOT 2 ALL LOTS 3 & 4 & E1 /2 LOT 5
1n herefor in strict compliance with all
:ions that may have been submitted to
if the plans are changed without
;ibility for a thorough knowledge of the
: he assumes responsibility for work done
pertaining thereto and in strict conformity
.ponisibility for all work done by either
Mar 27 02 10:46a DESIGN OFFICE
NOTICE OF COMMENCEME.NT
PERMIT NO. TAX FOLIO NO. /1 J J e /-' G' C' — C7e7
STATE OF FLORIDA:
'OUNTY 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:
—
2. Description of improvement: // - i7. —
'i j\ %P. --, : 4 3 E
3. Owner(s) name and address: i 4 4 7?./ Psi
Interest in property:
Name and address of fee simple titleholder:
C-3?
4. Contractor's name and address: / -• G� �i��.;G��•'�'� ✓-
/2a fY s% -.� �'"��'�/y�✓t .mss S'
5. Surety:(Payment bond required by owner from contractor, if any)
Name and address:
- Amount of bond $
J. Lender's name and address:
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided
by Section 713.13(1)(a)7., Florida Statutes,
Name and address:
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: �--
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)
Print Nota 's Name . f� -s
My Comr ssion Expires:
re of Owner
Print Owners Name 4 4'1 , r‘ vv 'n- ;
to and subscribed bef
Aary Public
day of /�'»`h7
e v
�. _ IAL NOTARY SEAL 1
JULE F PAUL(
rZ t r >;: COMMISSION NUMBER
DD066058
MY COMMISSION EXPIRES
re Q \0" OCT. 21.20
954 4915978 p.l
Af S/s91.d7" frz
. • 7 Sz4. "r:. A:f 77 .;--t
Prepared by: • "v J ik• G' L
Address: 1_.o Al L ,11 6- r
1%r -4 . o Gi.
Contractor's Name:
❑ New Roof
ROOF CATEGORY
(Low Slope Application) ❑ (Nail -On Tile) ❑ (Mortar -Set Tie) *
❑ (Asphalt/Fiberglass Shingles) (
❑ Metal Roofs\Wood Shingles & Shakes) (Other) � '- �'
Sohl
ROOF TYPE
Re- roofing ❑ Recovering ❑ Repair ❑ Maintenance
Flat Roof Area (ft?) Sloped Roof Area (f) C90O Total (R )_� 1Ct-) Master Permit No.
Exposure category (per ASCE 7-88): CIassification category (per ASCE 748 table 1):
Appendix "E"
UNIFORM ROOFING PERMIT APPLICATION
PROCESS No.
vQ
*Includes Mortar and Adhesive Set Tile
(I/ Job Address: /oy 1 V J
ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed)
• ,Ar6CiAs mi -E Cxegiecr
6tAls Polly
PF Siul,W
Deck type: iT
ATTACHMENT
Typ /7 1I I1 L
Fastener e: �'
SPACING
Field: _12
DETAIL 1 & 2
Come
Page -1
,
ROOF PLAN
Appendix. "E"
UNIFORM ROOFING PERMIT APPLICATION
PROCESS No.
Deck type
SLOPED SYSTEM DESCRIPTION
Iai I PLVL1i 1
•
/Underlaymen• ,V-30
Iasalationl 1 r /
Mgt vet
�.W 1 y , � /9 oc
i� • I Fastener type & spacing: 10/- Y I S 1 ) + 11 3 c- ��
Cap Sheet: Art 9 0
wi f Q
3-
Roor SLUR
DETAIL 3.
Roof Covering
Page -2
hfir
Drip edg 3 &&t.R!
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) Appli ble Detail Drawings
3) Municipal Permit Appii=tien
4) Other Component Approvals
TILE CALCULATIONS
(Prnasl:111. Q X (Aerodynamic Multiplier): 1 aY7 - M. S1L PLl Mrt: / . 7f _
(Pma7.2: KO A. (Aerodynamic Multiplier): ' - Nin 6a.6 s= 6/5 '15
(Prrra±3' IW - (Q (Aerodynamic Multiplier): ) - M; V' f M .30.?PCA: V-5
As it pertains to this Appendix "F', it is the responsibility of the roofing contractor to provide the owner with the required
roofing permit, to provide the owner with this appendix and to explain to the owner the content of this form. The provisions
of Chapter 34 of the South Florida Building Code (SFBC) govern 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,
I r n that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor.
x "12. 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.)
1M 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
occupants of adjacent units of roofing work to be performed.
W I. 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.
4 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior y g to or 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.
APPENDIX "F"
REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
th_ 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.
tk1 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.
. The owner may contact the Miami -Dade County Consumer Services Department for further information regarding
the above.
/ 4/4,/z
Owner's/Agent's Signature Date
121.0112 PAGE 2 7/99
31,fe
MIAMI DADE
Monier Lifetile LLC
135NW2OSt.
Boca Raton
Expires:1211612002
FL 33431
PRODUCT CONTROL NOTICE OF ACCEPTANCE
CONTRACTOR ENFORCEMENT SECTION
(305) 375 -2966 FAX (305) 375.2908
PRODUCT CONTROL DIVISION
Your application for Product Approval of: (305) 375 -2901 FAX (305) 372.6339
,•1:i:7ntis- Shake and Slate Flat Profile Tile
under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of
Constr etion, and completely described herein, has been recommended for acceptance by the Miami -Dade
County Building Code Compliance Office (BCCO) under the conditions specified herein.
This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this
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 suspend
the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is
determined 13CCO 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.:99- 1012,07 (Revises No.: 98- 0604.01)
Raul Rodriguez
Chief Product Control Division
TR IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE & PRODUCT REVIEW COMivIXTTEE
This application for Product Approval has been reviewed by the BCCO and approved by the Building Code
and Product Review Committee to be used in Dade County, Florida under the conditions set forth above.
A pp ro vcd : 12/30/1999
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
BUILD1NC CODE COMPLIANCE OFFICE
METRO -DADE FLAGLER BUILDING
110 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2903
CONTRACTOR LICENSING SECTION
(305) 375 -2527 FAX (305) 375-2558
Owzi.
ranctsco Quintana, R_A.
Director
1 of 8 Miami -Dade County
Building Code Compliance Offic
MONIER LIk E'fli LLC
SCOPE
This revises a roofing system using Monier Lifetile Atlantis Sect on Slate
2 Noe Roo
Tile, as manufactured Monier Lifetile LLC described
Acceptance, designed to comply with the South Florida Building Cod 1994 4 Edition by
Miami -Dade County. For the locations where the pressure requirements,
SFBC Chapter. 23, do not exceed the design pressure
section ies by The acalculations in
compliance with RAS 127 using the values listed in
calculations shall be done as a moment based system.
Category: Prepared Roofing
Sub Category: Flat Profile Tile
2. PRODUCT DESCRIPTION
Manufactured by
Applicant
Monier Lifetile
Atlantis Shake and
Slate Tile
Trim Pieces
2.1
Product
Rainproof II
Ice and Water
Shield
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
Test
Dimensions Specifications
I = 15" PA 112 Flat, interlocking, high pressure extruded
w = 10 3/8 concrete shake and slate roof tile equipped
1 1 / 4 " thick with two nail holes. For direct deck, mortar
or adhesive set applications.
PA 1 12 Accessory trim, concrete roof pieces for use
at hips, rakes, ridges and valley
terminations. Manufactured for each tile
profile.
I = varies
w = varies
varying thickness
Components or products manufactured by others
Test
Dimensions Specifications
30" x 75' roll
36" x 75' roll
or
60 "x75'roll
36" x 75' roll PA 103
ACCEPTANCE No.: 99- 1012.07
APPROVED :December 30, 1999
EXPIRES :December 16, 2002
Product
Description
PA 104 Single ply, nail -on Protect -O- •Wrap,
underlayment with 2" Inc.
self- adhering top (with current \0A)
edge.
2
Self- adhering
unde
Product
Description
Manufacturer
W.R. Grace Co.
wt cu `1QA)
Frank Zuloaga, RRC
Roofing Product Control Examiner
MONIER LIFETILE LLC
Product
Wood Battens
Tile Nails
Tile Screws
Roof Tile Mortar
( "TileTiteT " ")
Roof Tile Mortar
( "Quikrete® Roof
Tile Mortar
1140 ")
Roof Tile Mortar
("BONSAL®
Roof Tile Mortar
M ix")
Roof Tile
Adhesive
( "Polypro®
AH 160 ")
NOTICE OF ACCEPTANCE:
Dimensions
Vertical
Min. 1 "x 4"
Horizontal
Min. 1 "x 4" for use
with vertical battens
or
Min. l "x 2'' for use
alone
Min. l0dx 3"
#Ex 2 �/" long
0.335" head dia.
0.131" shank dia.
0.175" screw thread
dia.
N/A
N/A
N/A
N/A
Test
Specifications
PA 114
Appendix E
PA 114
Appendix E
PA 123
PA 123
PA 123
See PCA
3
ACCEPTANCE i`to.: 99- 1012.07
APPROVED :December 30, 1999
EXPIRES :December .16, 2002
STANDARD CQNDt T10NS
Product
Description
Wood Preservers Salt pressure treated
Institute LP -- 2 or decay resistant
lumber battens
Corrosion resistant
screw or smooth
shank nails
Corrosion resistant,
coated, square drive,
galvanized, coarse
thread wood screws
Prepared mortar mix
designed for mortar
set roof tile
applications.
Prepared mortar mix
designed for mortar
set roof tile
applications.
Prepared mortar mix
designed for mortar
set roof tile
applications.
Manufacturer
generic
generic
generic
Bermuda Roof
Company, Inc. with
current PCA
Quikrete
Construction
Products with
Current PCA
W. R. Bonsai Co.
with current PCA
Two component Polyfoam Products,
polyurethane Inc.
adhesive designed for
adhesive set roof tile
applications.
Frank Zuloaga, RAC
Roofing Product Control Examiner
MONIER LIFETILE LLC
Product
Hurricane Clip &
Fasteners
3. LIMITATIONS
ACCEPTANCE No.: 99- 1012.07
APPROVED :December 30, 1999
EXPIRES :December 16, 2002
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
Monier Lifetile Atlantis Shake & Slate Tile
Test Product
Dimensions Specifications Description
Roof Tile Factory premixed See PCA Single component Flexible Products
Adhesive canisters polyurethane foam (with current
TileBond roof tile adhesive NOA)
Clips PA 114 Corrosion resistant
Min. 1/2" width Appendix E clips with corrosion
Min. 0.060" thick resistant nails.
Clip Fasteners
Min. 8d x 1' /.,"
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 PAS 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 1 erein.
3.5 30/90 hot mopped underlayment applica ^ions may be installed perpendicular to
the roof slope unless stated otherwise by the underlayment material manufacturers di
published literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements si1=111
be in compliance with chapter 29 of the SFBC.
3.7 May be installed on slopes 7 ;12 and greater with a minimum of two screws.
4. INSTALLATION
4.1 Monier Lifetile Atlantis .Shake & Slate Concrete 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.
4.2 Data For Attachment Calculations
Tile
Profile
Table 1: Aerodynamic Multipliers - X (fe)
4
(ft')
Direct Deck Application
Manufacturer
Generic
an = uloaga, RR
Roofing Product Control Examiner
NIONTER LIFETTLE LLC
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
ble 2: Restoring Moments due to Gravity - M -Ibf) _
5 ":12"
4":12"
3
Direct Deck
6.0
_ Direct Deck
5.9
Direct Deck
5.8
6 ":12"
Direct Deck
5.6
7 ":12" or
greater
DirectDeck
5.5
Ta
Tile
Profile
Monier Lifetile Atlantis
Shake & Slate Tile
Tile
Profile
Monier Lifetile
Atlantis Shake &
Slate Tile
Table 3: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
or Nail -On Systems
Installation with a 4" tile headlap and fasterners are located a ni
Table 4: Attachment Resistance Expressed as a Moment M, (ft -lbf)
for Two Patty Adhesive Set Systems
Tile Profile Tile Application
Monier Lifetile Atlantis Shake & Slate Tile
5
APPROVED :December 30, 1999
EXPIRES :December 16, 2002
Adhesive
ACCEPTANCE No.: 99-101,7.07
Minimum Attachm nt
Resistance
31.3
2 See manufactures component approval for installation requirements.
3 Flexible Products Company TileBond Average weight per patty 13.9 grams.
Palyfoam Product, Inc. Average weight per 'att 8 •rams.
rank uloaga, R.R.0
Roofing Product Control Examiner
Fastener Type
Direct Deck
(min 15/32"
plywood)
Direct Deck
(min. 19/32"
plywood)
Battens
2 -10d Ring Shank Nails
30.9
38.1
17.2
1 -10d Smooth or Screw
Shank Nail
2 -10d Smooth or Screw
Shank Nails
7.3
14.0
9.8
18.8
4.9
7.
1 #8 Screw
30.8
30.8
18.2
2 #8 Screw
51.7
51.7
24.4
1 -10d Smooth or Screw
Shank Nail (Field Clip)
24.3
24.3
24.2
1 -10d Smooth or Screw
Shank Nail (Eave Clip)
2 -10d Smooth or Screw
Shank Nails (Field Clip)
19.0
35.5
19.0
_
35.5
22.1
..
34.8
2 -10d Smooth or Screw
Shank Nails (Eave Cli.
31.9
31.9
32.2
2 -10d Ring Shank Nails
50.3 65.5 48.3
NIONTER LIFETTLE LLC
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
ble 2: Restoring Moments due to Gravity - M -Ibf) _
5 ":12"
4":12"
3
Direct Deck
6.0
_ Direct Deck
5.9
Direct Deck
5.8
6 ":12"
Direct Deck
5.6
7 ":12" or
greater
DirectDeck
5.5
Ta
Tile
Profile
Monier Lifetile Atlantis
Shake & Slate Tile
Tile
Profile
Monier Lifetile
Atlantis Shake &
Slate Tile
Table 3: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
or Nail -On Systems
Installation with a 4" tile headlap and fasterners are located a ni
Table 4: Attachment Resistance Expressed as a Moment M, (ft -lbf)
for Two Patty Adhesive Set Systems
Tile Profile Tile Application
Monier Lifetile Atlantis Shake & Slate Tile
5
APPROVED :December 30, 1999
EXPIRES :December 16, 2002
Adhesive
ACCEPTANCE No.: 99-101,7.07
Minimum Attachm nt
Resistance
31.3
2 See manufactures component approval for installation requirements.
3 Flexible Products Company TileBond Average weight per patty 13.9 grams.
Palyfoam Product, Inc. Average weight per 'att 8 •rams.
rank uloaga, R.R.0
Roofing Product Control Examiner
MONIER LIFETILE LLC
NOTICE OF ACCEPTANCE: STAND ,RD CONDITIONS
Table 4A: Attachment Resistance Expressed as a Moment - Mr (ft-lbf)
for Singie Patty Adhesive Set Systems
Tile Application
Tile Profile
Monier Lifetile Atlantis Shake & Slate Tile
4 Large paddy placement of 45 grams of PolyProTM
5 Medium paddy placement of 24 grams of PQyPrnTM
Tile
Profile
Monier Lifetiie Atlantis Shake & Slate Tile
6
ACCEPTANCE iio.: 99- 1012.07
APPROVED :December 30, 1999
EXPIRES :Decernber 16, 2002
P
PalyProTM
Minimum Attachment
Resistance
118.9
40.4
Table 4B: Attachment Resistance Expressed as a Moment - M, (ft-Ibf)
for Mortar or Adhesive Set Systems
Tile
Application
Mortar Set 39.0
Attachment
Resistance
J
5. LABELING
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo,
or following statement: "Miami -Dade County Product Control Approved ".
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Any other documents required by the Building Official or the South Florida
Building Code (SFBC) in order to properly evaluate the installation of this system
Frank Zulbaga, RRC
Roofing Product Control Examiner
• MONIER LTFETILE LLC ACCEPTANCE No. : 99-1012.07
APPROVED :December 30, 1999
EXPIRES :December 16, 2002
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
PROFILE DRASVIaNCTS
KATEPLOCK
GTERLAY
•_ .
•
WAIERLOCK
•.,
15 1 /8"..,
MONIER LIFETILE ATLANTIS SHAKE & SLATE CONCRETE ROOF D LE
7
Frank Zuloaga, RRC
Roofing Product Control Examiner
MONIER LIFETTLE LLC ACCEPTANCE No. 99- 1012.07
APPROVED :December 30, 1999
EXPIRES :December 16, 2002
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 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.
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.
1. 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 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.
This Notice of Acceptance consists of pages 1 through 7 and this last page 8.
END OF TFUS ACCEPTAN
8
Frank Zuloaga. RRC
Roofing Product Control Examiner
mlAm1[rAUE
PRODUCT CONTROL NOTICE OF ACCEPTANCE,
G.A.F. Materials Corporation
1361 Alps Road
\Vaync
N.1 07470
Your application for Product Approval of:
;GA F Conventional Built-Up Roof Systems f )r Wood Deck.
under Chapter 8 of the Code of Miami -Dade County governing the USC of Alternate i\'Iatcrials and Types of
Construction, and completely described herein, has been recommended for acceptance by the Miami-Dade
Cou Building Code Compliance Office (13CCO) under the conditions specified herein.
This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this
product or material at anytime from a jobsite or manufacturer's plant for quality control testing.
1f this product or material fails to perform in the approved manner, 13CCO may revoke, modify, or suspend
the use of - such product or material immediately. 13CCO reserves the right to revoke this approval, if it is
determined 13CCO that this product or material fails to meet the requirements of the South Florida l3uildinv.
Code.
The expense of such testing will be incurred by the manufacturer.
Acceptance No.:00- 0331.15
Expires:1 1/04/2003
Raul Rodriguez
Chief Product Control Division
THIS IS TIIE COVERSIIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENFR.AL
CON DITIONS
BUILDING CODE & PRODUCT REVIEW COMMITTEE
TI E
This application for Product Approval has been reviewed by the BCCO and approved by the Building Code
and Product Review Committee to be used in Dade County, Florida under the conditions set fo:'h above.
Approved:06 /29/2000
hoernet mail address: postmasters `i)buildin);ceideonline.ce7m
i\IIAN11 -UAUE COUNTY. FLORID.\
METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE:
METRO -D: \DE FLAGLER BUILDING
I.(0 \VEST FLAGLER STREET. SUITE 1603
MIIA.\lI, FLORIDA 33130.1563
(305) 375.2901 FAX (305) 375. 2903
CONTRACTOR LICENSING SECTION
(305) 375.2527 FAX (305) 375 -2553
CONTRACTOR ENFORCEMENT SECTION
(305)375.2966 FAX (305) 375-2905
rkonucr CONTROI. DIVISION
(305) 375 -2902 FAX (305) ,72.6339
IFI�,
/0i4t/A
rancisco (�uinlana, R.A.
Director
1 0132 Miami -Dade County
Building Code Compliance Office
llomepage: http: / /www.buildingcodconline.c.om
(;AP MATERiA CORPORATION
Catcttorv:
Sub- Catee,orv:
Deck Tyne:
Maximum Design Pressure
lire Classification:
TRADE NAMES OF PRODUCTS l\'lANUFACTURED Olt LABELED BY APPLICANT:
Product
GAF Asphalt
Concrete Primer
GAF Mineral Shield(
Granules
GAF WeatherCoat®
Emulsion
GAF Premium
Fibered Aluminum
Roof Coating
GAF Jetblak All
Weather Plastic
Cement
RU13EROID®
Modified Bitumen
Flashing Cement
Jctblack Premium
Flashing Cement
GAFGLASO 1175
GAFGLAS 1180
Ultima Base Sheet
GAFGLAS Ply 6)
hoof in_
13UR
Wood
-75 psf
See General Limitation 111
1)inrensions
5, 55 gallons ASTM D 41 Asphalt concrete printer used to promote
adhesion of asphalt in built -up roofing.
60 Ib. bags ASTM D 1863 Granules for surfacing of exposed asphalt,
cold process cement or emulsion. GAF
Mineral Shield) Granules shall be used
for flashing.: applications only.
ASTM 1227 Surface coating for smooth surfaced roofs.
5 gallons
1, 5 gal Ions
1, 5 gallons
5 gallons
5 gallons
3 sq., roll
75 Ib. roll
2 Sq. Roll
70 Ibs. /'roll
5 sq. roll:
45 Ib. roll
17,00FIN6 SYSTEM APPROVAL
Expiration Date: November 04, 2003
Test Product
Specification Description
AS'I••I D 2324 Fibered aluminum coating,.
Accept No: 00- 0331.15
Approval Date: June 29, 2000
ASTM D 3019 Relined asphalt blended with a mineral
ASTM D 3409 stabilizer and fibers. Permits adhesion to
wet and dry surfaces.
ASTM D 4536 Fiber reinforced, polymer modified
Flashing cement
ASTM D 4536 A;phv.lt flashing Cement
ASTM D 4601
ASTM D460I
2 of 32
Asphalt impregnated and coated glass mat
base sheet.
Asphalt impregnated and coated. fiberglass
base sheet
ASTM D 2178 - type VI asphalt impregnated glass felt
with asphalt coating.
Frank 7_uloaga, RRC
Ruoling Product Control ExaminL.-
(;Ay MATERIALS CORPORATION Acceptance No: 00 - 0331.15
GAFGLAS flex 5 sq. roll AsTrvi D 2178 Type VI asphalt impregnated glass felt
P ly l M 6 45 Ib. roll with asphalt coating.
GAFGLAS Ply 4® t 5 sq. roll ASTM D 2178 Type IV asphalt impregnated glass felt
with asphalt coating.
GAFGLAS® 76 Ib. roll ASTM D 3909 Asphalt coated, glass fiber mat cap sheet
Mineral Surfaced surfaced with mineral granules.
Cap Sheet
GAFGLAS® 60 Ib. roll ASTM D 4897 Fiber glass base sheet impregnated and
STRATAVENT® D 3672 coated on both sides with asphalt.
Perforated Surfaced on the bottom side with inincrat
granules embedded in asphaltic coating
with factory perforations.
GAFGLAS® Flashing various Asphalt coated glass fiber mat flashing
sheet available in three sizes.
GAFGLAS®
STRATAVENT
Nailablc
RIJI3EROID Modified
I3ase Sheet
GAFTEMP®
Isotherm R
Tapered GAFTEMP ®, various I'A 110 Tapercd Polyisocy:unurate foam insulation I, I�
Isotherm R
GAFTEMP Isotherm various I'A 110 Polyisocyanuratc foam insulation
RA,
Tapered GAFTEMP various PA 110 Tapered Polyisocyanuratc foani insulation
Isotherm RA t
GAFTEMP Isotherm various PA 110 Pt.tlyisocyanuratc foam insulation
RN
Product
Test Product
Dimensions Suecification • Description
69 Ib. roll
3 sq. roll
67 lbs.
various
Tapered GAFTEMP various, I . PA 110 Tapered Polyisocyanuratc foam insulation
Isotherm RN
• It
It
ASTM D 489 Fiber glass bast sheet impregnated and
D 3672 coated on bout sides with asphalt.
Surfaced on the bottom side with mineral
granules embedded in asphaltic coating.
ASTM 14601, Premium glass fiber reinforced SI3S-
Type II, UL modified base sheet
Type G2 BUR
PA 110 Polyisocyanuratc foam insulation.
3 of 32
Frank Zuloaga, RRC
Roofing Product Control Examiner
r;AI• MATERIALS CORPORATION Acceptance Nu: 00- 0331.15
Product
(;A,:'i EM P®
Composite
'1 apercd GAFTEMP® 'various I'A 110 Tapercd Polyisocyanuratc foam insulation
Composite with high density fiberboard or Pcrmalite
perlitl insulation.
GAFTEM
Composite A
Tapercd GAF TL:MP® various I'A 110 Tapered I'olyisocyanuratc foam insulation
Composite A with high density fiberboard or I'crma1ite
perlitc insulation.
GAF'[ EMP® various I'A 110 Polyisocyanurate foam insulation with
Composite N : high density libcrboard or Pcrn►alite perlitc
insulation.
Tapercd GAFTEMP® various I'A 110 Tapercd Polyisocyanuratc foam insulation
Composite N with high density fiberboard or l'ern►alite
perlitc insulation.
c;AFTEMP®
Fiberboard
GAFTEMP®
Permalite 1 *
GAFTEMP Recover
Board
GAFTEMP®
1ligh I,)ensity
Fiberboard •
GAFTITE® 1112
Standard
Roofing Fastener
Test Product
1)imeusions Specification 1)escription
various
various
PA 1 10 Polyisocyanuralc foam insulation with
high density fiberboard or I'crntalitc perlitc
insulation.
PA 110 Polyisocyanttrate foam insulation with
high density fiberboard or Pcrmalite perlitc
insulation.
various PA 110 Fiberboard insulation.
various PA 110 Pcrlitc insulation board.
1/2" thick PA 110 Perlitc recover board
various PA 110 l ligh density wood fiberboard insulation.
PA 114 Insulation fastcncr for steel and plywood
decks.
PA 114 Insulation fastener for steel, wood and
concrete decks.
GAFTITE® 1114
l leavy Duty
Roofing Fastener
GAFTITE'• ASAP PA 114 , Pre - assembled 'GAFTITE Fasteners and
metal and phi. tic-1 totes I
4 of 32
rraii Luloaga. RIZC
Roofing l'roduct Control Examiner
(AF MATERIALS CORPORATION
Product
GAFTITE® Base
Sheet Fastener and •
Plate
Galvalume Plates
NT[3 Fasteners
Polypropylene Plates 3" and 3 'W'
Rubcroid® 20
Rubcroid® Mop
Granule ,
RUI3EROID MOP
Smooth
RUUEROID® MOP
I'LUS
RUUEROID® MOP
I70FR
RU[3ERO1D® MOP
FR •
RUDEROID®
TORCH Smooth
RUUEROID®
TORCII Granule
RUBEROID®
TORC11 PLUS
1)im ensions
3" and 3 'A"
1.5 sq. roll
95 lbs.
1 sq. roll
103 lbs.
1 sq. roll
87 lbs.
sq. roll ASTIvt D 5147 Non -woven polystcr mat coated with
102 lbs. polymer modified asphalt and surfaced
tvith mineral granules.
1 sq. roll ASTM D 5147 Non -Woven polyester mat coated with fire
103 lbs. retardant polymer modified asphalt and
surfaced with mineral granules.
I sq. roll ASTM D 5147 Non -Woven polycstcr mat coated with fire
105 lbs. retardant polymer modified asphalt and
surfaced with mineral granules.
I sq. roll ASTM D 5147 Ileavy duty, polyester reinforced, asphalt
87 lbs. modified bitumen membrane, smooth
surface.
I sq. roll
102 lbs.
'/. sq. roll
93 lbs.
Test
Specification
I'A 114
Acceptance No: 00- 0331.15
l'rod uct
Descri
[.lase sheet fastening assembly.
('A 114 Round galvalunte stress plates.
PA 114 Fastener for use in gypsum, tcctunt and
lightweight insulating concrete decks.
PA 114 tounrl pc'lyp'opylenc stress plates.
ASTM D 5147 5135 modified asphalt base sheet and
interply sheet reinforce with a glass Flier
mat.
ASTM D 5147 Non -woven polycstcr mat coated with
polymer modified asphalt and surfaced
with mineral granules.
ASTM D 5147 Non -woven polycstcr mat coated with
polymer modified asphalt and smooth
surfaced.
ASTM D 5147
ASTM D 5147
5 of 32
Il Leavy duty, polycstcr reinforced, asphalt
modified bitumen membrane, granule • •
st rfacc.
Ileavy duty, polycstcr rcinforccd, asphalt
modified bitumen membrane gran.0
surface
`Fi tfi� /uloaga, RRC
Roofing Product Control Examiner
GAF MATERIALS CORPORATION Acceptance No: 00- 0331.15
Test Product
Product Dimensions Specification' Description
RUI3EROIDO 3 /4 sq. roll ASTM D 5147 Ilcavy duty, polyester reinforced, coated
'1 ORC11 FR 90 lbs. with fire retardant asphalt modified
bitumen membrane, granule surface.
RUUEROID® 30 1 sq. roll ASTM D 5147 Non woven fiberglass mat coated with
92 lbs. polymer modified asphalt and surfaced
with mineral granules.
RUI3EROIDTs) 30 FR 1 sq. roll ASTM U 5147 Non woven fiberglass mat coated with fire
92 lbs. retardant polymer modified asphalt and
surfaced with mineral granules.
RUI3EROID !sq. roll ASTM D 5;47 Woven fiberglass mat coated with Polymer
IJL"I'RACLAD® SUS 101 lbs. modified asphalt and surfaced with
aluminum, copper or stainless steel foil.
Vent Stacks (metal PA 100(A) One way valve vent used to relieve built -
and plastic) • • ..ASTM 1) 1929 up pressure within the roof system. GAF
ASTM D 635 Vent Stacks are available in metal or
plastic.
GAF Aluminum 5 gallons None Mineral colloidal bituminous emulsion
Emulsion with reflective aluminum flakes
RUBEROID 1< 109. Roll
ULTRACLAD SBS 101 lbs.
GAF Aluminum Roof 5 gallons
Paint
GAF Built -Up 100 Ib. cartons,
Roofing Asphalt bulk •
RUBEROID MOD 60 Ib. kegs
Asphalt
RUBEROID MOD 60 Ib. kegs
Asphalt L
RUDEROlD MOD 60 Ib. kegs
Asphalt P
AST N1 1 D 5147 Woven fiberglass neat coated with Polymer
modified asphalt surfaced with aluminum,
copper or stainless steel foil.
ASTM 1)2824, Non- fibered. aluminum pigmented, asphalt ICI
- type I roof coating
ASTM D312,
Types I, 1I, 111
and IV
6 9f32
Intcrply stopping and surfacing asphalt
SEBS modified asphalt
SEBS modified asphalt
SEBS modified asphalt
Fr till; 7uluaga, RRC
Roofing Product Control Examiner
(:;\F MATERIALS CORPORATION Acceptance No: 00- 0331.15
Product
GAFTEMP
Composite A
GAFTEMP Tapered , Various
Composite A
GAFTEMP
Composite N
GAFTEMP
GAtCANTTM
GAFTEMP
GAFEDGE""
Tapered Edge Strip
•
Test Product
Dimensions Specification ' Description
Various
Various
GAFTEMP Tapered Various
Composite N
GAFTEMP Tapered Various
Isotherm R
GAFTEMP Tapered Various
Isotherm RA
GAFTEMP Tapered Various
Isotherm RN
Various
Various
GAFTEMP Various
1'ERMALITE®
Tapered Roof
Insulation
GAFTEMP Recover 1/2" thick,
Board Various sizes
Shingle- MateT"' 4 sq. roll
Underlayment 30 Ibs.
I'A 110 Polyisucyanuratc /wood fiberboard
composite
PA 110 Tapered Iolyisocyanuratc /wood fiberboard
composite
PA 110 Polyisocyanurate/wood fiberboard
composite
PA 110 Tapered polyisocyanuratc /wood fiberboaro
composite
I'A 110 Tapered polyisocyanuratc foam
PA 110 Tapered polyisocyanuratc foam
Tapered polyisocyanuratc foam
Cut pea lite board
Tapered perlitc board
PA 110 Tapered perlitc board
PA 1 1 J Polite board
Fiberglass reinforced shingle
undcrlaytncnt
GAFTITE® ASAP 500 per box PA 114 Pre - assembled fastener and metal and
plastic plates
7 of 32
frank Zuloaga, RRC
Roofing Product Control Examiner
GAF MATERIALS CORPORATION
Acceptance No: 00-0331.15
TRADE NAMES OF PRouuciS MANUFAC'TU).(ED BY 0I IIERS:
I'
Test Product
Product Dimensions Specification Description
8 of 32
L\ianufacturer
various l'A 110 Polyisocyanurate foals Apache Products Co.
insulation (with current I'CA)
ACFoam 1 various PA 110 Polyisocy ;muratc foam Atlas Energy
insulation Products
(with current I'CA)
ACFoam 11 various PA 110 Polyisocyanuratc foam Atlas Energy
insulation Products
(with current PCA)
fly-Therm Nail -line various PA 110 Polyisocyanuratc foam Cclotex Corp.
insulation (with current l'CA)
I ly -1 horn SP • various PA 110 Polyisocyanuratc foam Cclotcx Corp.
insulation. (with current PCA)
I ly-Thcrtn AP various PA 110 Polyisocyanuratc foam Celotex Corp.
insulation (with Current PCA)
1ly -Therm Stable R. various PA 110 Polykocyanurate foam Celotex Corp.
insulation (with current PCA)
1 ly -'I perm White various PA 110 Polyisocyanuratc foam Cclotex Corp.
Line
insulation (with current PCA)
Anchorbond PA 114 Insulation fastening 6 Cclotex Corp. ,��
assembly (with current PCA)
Dckfist Fasteners l'A 114 Insulation fastener for steel Construction
014
and concrete decks Fasteners Inc.
current l'
Dekfast Ilex Plate 2 7/8" x l'A 114 Galvalume hex stress plate. (with Construction C A)
3 1/4" Fasteners Inc.
(with current PCA)
Dckfast Lock Plate 3" x 3 1/4" PA 114 Polypropylene locking plate. Construction
Fasteners Inc.
(with current I'CA)
•rangy, oaga, RRC
Roofing Product Control Examiner
GAF MATERIALS CORPORATION Acceptance No: 00-0331.15
Test Product
Produc( Dimensiou Specification Description
NI:mutacturer
Dckfast Fasteners PA 114 Insulation fasteners for Construction
1/14 concrete decks Fasteners Inc.
(with current PCA)
Dckfast Fasteners I'A 114 Insulation fastener for steel Construction
1112 and wood decks. Fasteners Inc.
(with current PCA)
ISO 95+ Composite I'A 110 I'olyisoc anurate / perlite Firestone
ridged i (with current PCA)
Asphalt ASTM D 312 Type 111 or IV l lot asphlat gcncric
bitumin adhesive
Asphalt Pruner ASTM D 41 Asphalt Primer gcncric
EPS various PA 1 10 Extruded polystyrene generic
insulation
Iligh Density Wood various ' PA 110 Wood fiber insulation board gcncric
Fiberboard
Pclite /Urethane various PA 110 Perlite / uretha ;;c composite generic
Composite board insulation
I'erlite Insulation various PA 110 Perlitc insulation board gcncric
Polyethylene 4 mil min. Vapor barrier / Air barrier generic
Iced Rosin various Rosin paper for barrier layer generic
on wood decks
Roofing Nails
Tin Caps
Minimum 11 PA 114 Corrosion resistant annular • generic
12 ring shank nails
Min. 32 ga. x
. 15 /g"
M13 aluminum roof I'A 121
coating,
Dens -Deck
Corrosion resistant circular gcncric
discs.
Aluminum roof coating Grundy Industries
(with current PCA)
various I'A 110 Gypsum insulation board. Georgia Pacific
(with current I'CA
9 of 32
Frank Zuloaga, RItC
Roofing Product Control Examiner
GAF MATERIALS CORPORATION
ISO 95+
E'NRG'Y -2
ISORoc
Product
1112 Roofgrip
1114 Roofgrip
Gripdek Fastener
I (excel Fastener
I (extra
Standard Plastic
Plate
Olympic Standard 3" round
Olympic Fastener
1114
Olympic
Polypropylene
Dimensions ions S ►ccif Product
jpA
to
3" round
various
various
various
3.25" round
PA 114 Insulation fastener for steel
or wood decks
PA 114 Insulation fastener steel,
wood or concrete decks
PA 114 Insulation fastener
PA 114 Insulation fastener
PA 114 Insulation fastcncr and metal
or plastic plate
PA 114 Polyolefin plastic plate
PA 110 Polyisocyanuratc foam
insulation
PA 110 Polyisocyanuratc foam
insulation
PA 110
10 of 32
Polyisoc. foam /
rockwool composite
insulation
PA 114 3" round galvaiunrc
AZ55 steel plate
PA 114 insulation fastener
PA 114 Polypropylene
plastic plat('
Acceptance No: 00- 0331.15
11lant
ITW 13uildex
(with current PCA)
ITW 13uildcx
(with current PCA)
1TW 13uildcx
(with current PCA)
ITW I3uildex
(with current I'CA)
ITW 13uildex
(with current PCA)
ITW 13uildcx
(with current PCA
Firestone
(with current PCA 1
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)
Olympic
Manufacturing
Group, Inc.
(with current PCA)
Frank Zuloaga, RR C
Roofing Product Control Examiner
GAP MATERIALS CORPORATION
Test Product
Produc( Dimensions Specification Description
Olympic Fastener PA 114 •Insulation fastener Olympic
//12
Manufacturing
Group, Inc.
(with current PCA)
Olympic Fastener PA 114 Pre - assembled insulation Olympic
fastener and plate Manufacturing
Group, Inc.
(with current PCA)
Olympic CR Base PA 114 Insulation fastener assembly OI m is
Felt Fastener and Y P
for Base Sheet fastening Manufacturing
Base Sheet Disc only
Group, Inc.
(with current I'CA)
GlasFast Fastener PA 114 Insulation fastcncr assembly Owens- Corning
with recessed plastic plate Fiberglas Corp.
Paroc Base Board various PA 110 Rockwoc'l insulation (with current PCA)
Partck, Inc.
(with current PCA)
Paroc Cap Board various PA 110 Rockwool insulation
Partck, Inc.
(with current PCA)
Multi -Max various PA 110 Polyisocyanuratc foam Rmax, Inc.
insulation (with current PCA)
Multi -Max FA various PA 110 Pol isoc anuratc foam
Y Y Rmax, Inc.
insulation (with current PCA)
UltraGard various PA 110 Polyisoc)•anuratc foam
Schuller
insulation International Inc..
(with current PCA)
Insul -Fixx Fastener PA 114 Insulation fastener for steel SFS /Stadler
and wood decks (with current PCA)
Insul -Fixx P 3" round
Rawl Fasteners
1112
A
PA 114
PA 114
11 of 32
3" round polyethylene stress SFS /Stadler
plate (with current PCA)
The Rawlplug
Company Inc.
(with current PCA)
1 •
Insulation fastener for steel
and wood decks
Acceptance No: 00.0331.15
Manufacturer
Frank Zuloaga, RRC
Roofing Product Control Examiner
•
GAF 1IATERIALS CORPORATION
Product
Rawl Fasteners
1114
Rawl 2" Plate
Rawl 3" Plate
Rawlite 3" Plate
Super Prep II
Tru - fast DL
Tru -Fast Plastic
Plate
Tru -Fast 1
Tru -Fast Ultra
1ru -Fast DP
Tru -Fast TP
Structodeck,
Test
Dimensions Snccification
2' round
3" round
3" round
3.04" round
Tru -Fast MP -3 3.23" round
various
Product
Description
PA 114 Insulation fastener for use in
steel, wood or concrete
PA 114 2" round galvalumc AZ55
membrane plate
I'A 114 3" round galvalumc AZ55
star) plate
PA 114
3" round galvalumc AZ55
steel plate for use with
Raw,vlite fasteners
PA 121 Roof coating
PA 114 Insulation fastcncr for steel,
or wood
PA 114 3.04" round polyethylene
plastic plate
PA 114 3.23" round ga'ivalunrc
AZ50 steel plate
PA 114
I'A 114
12 of 32
Insulation fastcncr for use
in wood, steel or concrete
decks
Stainless Steel fastener for
use in stei;I, wood and
concrete decks
Acceptance No: 00- 0331.15
Mani Ir ctur
The Rawlplug
Company Inc.
(with current PCA)
The Rawlplug
Company Inc.
(with current I'CA)
The Rawlplug
Company Inc.
(with current PCA)
The Rawlplug
Company Inc.
(with current PCA)
Thermo- Materials,
Inc.
(with current PCA)
Tru -Fast
(with current PCA)
Tru -Fast
(with current PCA)
Tru -Fast
(with current I'CA)
Tru -Fast
(with current PCA)
Tru -Fast
(with current I'CA)
I'A x'14 Insulation fastener for use in Tru -Fast
steel or woad decks (with current PCA)
PA 114 Insulation fastener for use in Tru -Fast •
steel or wood decks
PA 110 High density wood fiber
(with current PC,.)
Wood Fiber
. ' Industries
with cu ent PCA)
Frank Zuloaga, RRC
Roofing Product Control Examiner
•
GAF MATERIALS CORPORATION
EVIDENCE SUBMITTED:
Test AEcncy
Factory Mutual Research
Corporation
Factory Mutual Research
Corporation
Factory Mutual Research
Corporation
Factory Mutual Research
Corporation
Factory Mutual Research
Corporation
Factory Mutual Research
Corporation
Underwriters
Laboratories, Inc.
Uynatech Engineering
Corporation
Uynatech Engineering
Corporation
Test Identifier
FMRC 1996
J.I. 1 V8A4.AM
J.I. 2138A4.AM
1.1. 3139Q LAM
J.I. ODOA8.AM
J.I. ODIA8.AM
J.I. 0Y9QS.AM
J.1. 3X3A2.AM
1.1. 0Y9QS.AM
R1306, 87NK1 1819
#3600.02.95 -1
#4482.02.95 -1
13 of 32
Description
Current Insulation
Attachment Requirements
Wind Uplift
FMRC 4470 - PA 114
Wind Uplift
FMRC 44704
Wind Uplift
FMRC 4470 - PA 114
Wind Uplift 08.02.94
FMRC 4470 - PA 114
Wind Uplift 07.29.94
FMRC 4470 - PA 114
Fire Resistance Classification 01.01.93
UL 790 - PA 114
02.02.95
02.02.95
Wind Uplift
PA 114
'Wind Uplift
PA 114
Acceptance No: 00- 0331.15
Date
01.01.96
06.28.93
07.02.97
01.08.98
07.09.99
07.29.94
04.01.98
Frank Zuloaga, RRC
Roofing Product Control Examiner
(;A NIAT I(IAI,S CORPORATION
Systems
Ucc1c Type I1:
Uccle Description:
Wood, Insulated, New Consouction or Reroof
w /" or greater plywood or wood plan!:
System Type A(1): Anchor sheet mechanically fastened, all layers of insulation adhered wills
apkoved asphalt.
All General and System Limitations shall apply.
Insulation Fastener Fastening Fasteners Fastener
Laver Type Detail No. Per Board Density
One or more layers of any oldie following insulations.
Approved Type(s): ACFo.am -I, E'NRG'Y 2, GAF'I'EMP® Isotherm R, E'NRG'Y 2 I'lus,
CAFTEMI' Isotherm ItA, GAFTEMP Isotherm ItN, GAF TEMP Composite, GAFTEMP
Composite A, CAFFEMP Composite N
Mirsimunt: I" x 3' x 4' N/A N/A N/A N/A
Approved Typc(s): ISORoc, CA FTEMP® Tapered
Minimum: I" x 4' x 4' N/A . • • N/A . N/A N/A
Approved Type(s): high Density Wood Fiber, GAFFEMI'® high Density Wood Fiber, GAFi EM1'
Rccoverloard
Minimum: %1" x 4' x 4' N/A N/A N/A
N/A
Approved Typc(s): Wood Fiber, GAP Fiberboard
NIirrinsutn:''/" x 2' x 4' N/A N/A N/A N/A
Approved Typc(s): Pa roc
Minimum: 'A" x 4' x 4' N/A N/A NIA N/A
Approved Type(s): I'erlite, GAF TEMPO Perumalitc®, l'ermalitc 'Tapered
Minimum: 'A" x 2' x 4' N/A N/A N/A N/A
hl inimutn
(for Tapered) ''A" x 2' x4' N/A N/A N/A N/A
Approved Typc(s): Fiberglas
Minimum: 15 /16" x 4' x 4' N/A N/A
Approved Typc(s): I'ermalite Tapered Rosif Insulation
Minimum: ''' " x 2' x 4' N/A N/A
Approved Typc(s): Tapered Isotherm R, Tapered Isotherm RA, Tapered IsotheruaRN, GAF FE:MI'
Composite Tapered, GAFTEMI' Composite A 'Tapered, CA6'I'EMp Composite N Tapered
t`tinintunt:'/•" x 4' x 4' N/A N/A N/A
'41
14 of 32
Acceptance No: 00- 0331.15
N/A N/A
N/A N/A
N/A
fI1
Frank Zuloaga, RItC
Roofing Product Control Examiner
CAF MATERIALS CORPORATION Acceptance No: 00- 0331.15
Note: All insulation shall be adhered to the anchor sheet in full nwppings of approved hot asphalt
within the EVT range and at a rate of 20 -40 lbs. /s Please refer to Metro -Dade County Roofing
Application Standard RAS 117 for insulation attachment. Insulations listed as base layer only
shall be used only as base layers with a second layer of approved top layer insulation installed as
the final membrane substrate. Composite insulation panels may be used as a top layer placed with
the polyisocyanurate side facing.down. GAF requires either a ply of GAFGLAS STRATAVENT®
perforated laid dry or a layer of GAFTEMP® PERMALITE or wood fiber overlay board on all
isocyanuratc applications.
Anchor sheet: GAFGLAS® Ply 4 ®, Ply 6 ®, GAFGLAS Flex Ply" 6, #75 Base Sheet, GAFGLAS #80
Ultima' Base Sheet, STRATAVENT® Nailable, RUBEROID Modified Base Sheet or
RUBEROID® 20 base sheet applied to the deck with approved annular ring shank nails
and tin caps at a fastener spacing of 9" o.c. at the bp staggered in two rows 12" in the
field. Base sheet shall serve as anchor sheet fcr attachment of insulation
Base Sheet: (Optional) Install one ply of GAFGLAS® #75, GAFGLAS 1180 Ultimam' Ultra Base
Sheet, GAFGLAS STRATAVENT Perforated or RUBEROID Modified Base Sheet
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 ibs. /sq; (see General Limitation 114).
Ply Sheet: . One, two, or three plies GAFGLAS PLY 4 ®, GAFGLAS® PLY 6® Ply or GAFGLAS
Flex Ply 6 sheet adhered in a full mopping of approved asphalt applied within the EVT
range and at a rate of 20 -40 lbs. /sq..
Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full
mopping of approved asphalt applied within the EVT range and at a rate of 20 -40
lbs. /sq..
Surfacing: (Required if no cap sheet is used) Install one of the following:
I. GAF Special Roofing Bitumen with an application rate of 20 lbs. /sq with an
application rate of 1.5 gal. /sq.; or GAF WEATHER COAT® Emulsion with an
application rate of 3 gal. /sq.; or GAF Premium Fibercd Aluminum Roof Coating with an
application rate of 1.5 gal. /sq..
2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or slag with
an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively.
Maximum Design
Pressure:
Maximum Fire
Classification:
Maximum Slope:
Specification No.:
-45 psf (Sec General,Limitation #7)
See General Limitation # I'.
. 11. 'Y •4 1 t, I
See General Limitation # 1.;. ; �.
, • , •,I .1 1 .1
1 - B- 5 1 - M /PU, 1 - 13 1- 4- S- G /P ;- 13-S -C, I- B /P6, I- 0 -5 -M, I 5 -M /P6 1-
B-4-M, 1- I 1- ,0 -4 -M, I � 0- 4 -1Vt/ , I !) 4 -�G, 1-11-4 I- 0 -4 -G t- 0- 4- G - /P6, 1-
0-4-C, I- 0- 4 -C /P6, I- 13-4 -C, I- [) -4,-�/P6,
1- 13-3 -M, -� -� 3 (B M, I -O- �G I -6 -3 -C
15 of 32
II* 1 .
Roofing Product Control Examiner
GAF MATERIALS CORPORATION Acceptance No: 00 -03 ;1.15
Deck Type 1: Wood, Non - insulated New Construction or Reroof
Deck Description:
System Type A(2): Base sheet mechanically fastened.
All General and System Limitations shall apply.
Base Sheet:
19 or greater plywood or wood plank decks
GAFGLAS® 1175, GAFGLAS 1180 Ultima Base Sheet, GAFGLAS® PLY 40,
GAFGLAS® PLY 6 ®, GAFGLAS FIcxPIy, GAFGLAS® STRATAVENT® Nailable,
RUBEROID Modified Base Sheet or RUBEROID® 20 applied to the deck with
approved annular ring shank nails and minimum i '/." tin caps at a fastener spacing of 9"
o.c. at the lap, 12" o.c. in two rows staggered along the center line of the sheet in the
field.
Ply Sheet: Two or three plies of GAFGLAS® PLY 40, GAFGLAS FIcxPIy 6 or GAFGLAS® PLY
60 ply sheet adhered in a full mopping of approved asphalt applied within the EVT
range and at a rate of 20 -40 lbs. /sq..
Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full
mopping of approved asphalt applied within the EVT range and at a rate of 20 -40
lbs. /sq..
Surfacing: (Required if no cap sheet is used) Install one of the following:
I.GAF WEATHER COAT® Emulsion with an application rate of 3 gal. /sq.; or GAF
Premium Fibered Aluminum Roof Coating with an application rate of 1.5 gal. /sq..
2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or slag with
an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively.
Maximum Design
Pressure:
-45 psf. (See General Litnitation 117)
Maximum Fire
Classification: See General Limitation # 1.
Maximum Slope: See General Limitation #1.
Specification No.: N- B -3 -G, N- B -3 -C, N- 13-3 -M, N- B -4 -G, N- t3- 4 -G /P6, N - B - - M, N - B - 4 - /P6, N - B - - C,
N- B- 4 -C /P6, N- B -5 -C, N- B- 5 -C /PC, N- B -5 -G, N- B- 5 -G /P6, N- B -5 -M, N- B- 5 -M /P6
, 11
16 of 32.
;I
Frank Zuloaga, RRC
Roofing Product Control Examiner
(;AE MATERIALS CORPORATION
•
C E.N ERA L L1l1II'1'AT[ONS:
I Fite classification is not part of this acceptance, refer to a current Approved Rooting Nlateria
Directory for lire ratings of tI''iis product.
2 Insulation may be applied in multiple layers. The first layer shall be attached in compliance %a�itlt
I,
Product Control Approval guidelines. All other layers shall be adhered in a full mo p pine of
t
approved asphalt applied within the EVT range and at a rate of 20-40 I I
attached using the fastening pattern of the top layer. 4U Ibs. /sq., or mechanically
3 All standard panel sizes are acceptable for mechanical attachment. When applied in annoyed
asphalt, panel size shall be 4' x 4' maximum. 1 on all applications over closed cell
q Aii overlay and /or recovery board insulation panel is required
foam insulations when the base sheet is fully mopped. If' no recovery board is used the base sheet
may be applied using spot stopping with approved asphalt. 12" diameter circles, 24" u•c•: or strip
mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet
allowing 8 continuous area of ventilation. Encircling
shall be placed every 12' in each ribbon to allow er ss ventilattion.' Asclplhalt`applica. A Gf break
system shall be at a minimum rate of 12 lbs. /sq. Note: ;pot attached systems shall be limited either
to a maximum design pressure of -45 psf.
5 Fastener spacing for insulation attachment is based on a 1N.lininium Characteristic Force (F') valor
of 275 Ibf., as tested in compliance with TAS 105. If the fastener value, as Iicld- tested, is b�tow
275 Ibf:, insulation attachment shall not be acceptable.
6 Fastener spacing for mechanical attachment of anchor /base sheet or membrane attachment is based
on a minimum fastener resistance value in conjunction with the maximum design value Iist:d
within the specific system. Should the fastener resistance be Tess than that required, as determined
by the Building Official, a revised fastener spa ein
Registered Engineer or Architect Wray be sub itted. Ip Saki r re■ iscdt lastener utilize
withdrawal resistance value taken from Miami -Dade I'rotecol 'FAS 105 and calculations iii
compliance wit:t Miami -Dade Rooting Application Standard RAS 1 17.
7 Perimeter and corner areas shall comply ■vith the enhanced uplift pressure of these areas, as
calculated in compliance with Chapter 23 of the South Florida Building Code. Fastener densities
shall be increase for both insulation and base sheet as needed calculated in compliance with
Miami -Dade Roofing Application Standard TAS 1 17, (WVheri this (imitation is specificall
referred within this NOA, General Limitation ll9 will not be applicable.) y Ili:
8 All attachment and sizing of perimeter mailers, metal roll
shall conform with Miami-Dade County Roofing Application Stalndard AS I I and load designs
requirements of Chapter 23 oldie South Florida Building Code.
9 The maximum designed pressure limitation listed shall be applicable to all roof pressure zones i.r
field, perimeters, corners). No rational analysis, nor extrapolation shall be permitted for enhanced
fastening at enhanced pressure zones (i.e. perimeters, extei ded corners, and corners). (WVlic this
limitation is specifically referred witliiit,iliis NOA, General Limitation N7 will not be
:applicable.)
31 of 32
1
Acceptance No: (1 11331.
Frank Zuloaga, ZRC
Rooting Product ContioI Examiner
►:,fit f■IA't I :It!A1,.S ("t)Itt'UltATION
NOTICE OF ACCEPTANCE ST ANUnitD CONDITIONS.
Acceptance No: 00.0)3 1. rs.
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 811 nppr ovcil products shall be permanently fabeleJ with the n►anul:►clurer's name, city,
state, and the following statement: "Mi:uni -Dade County Product Control Approved ", or as
specifically stated in the specific conditions of this Acceptance.
Renewals of Acceptance will not be considered if:
a) There has been a change in the South Florida Building Code alteeti 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;
(I) 1 he engineer who originally prepared, signed arid seal. J the required documentation initially
submitted, is no longer practicing the engineering prof .. ;sion.
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 •vrillert 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 Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advcrtis ng literature. If any portion of the
IJolice of Acceptance is displayed, then it shall be done in its entirety.
_7 A copy of this Acceptance as well as approved drawin
sl ►all be provided to the user by the manufacturer or its distributors and ( shall t be ` a l vailable l for ,
inspection at the job site at all tithes. 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.
)
This Acceptance contains pages I through 32.
CND OF '11I15 ACCEI!TANCC
32 of 32
1
frank 7.uloaa, RRC
Roofing l'roduct Control I:..xan►inrr
• ROOF COVERING MATERIALS (TEVT)
ROOFING SYSTEMS (TGFU) Continued
Foam: "Poly -iso" or "Poly -Iso Special" with "Polyfoam 251" or "Polyfoam
303 ", 1 in. min.
Rase Coat: One or two applications " Gacoflex UB- 7050 ", applied at 1
(16.32 dry Ise) on or three applications, applied 1 -1/4 gal /sq /apP(fcation
Surfacing: "Gacofiex 11A -65" Series (various colors), applied 1 ga(/sq (12
dry mils).
30. Deck: NC
incil Foam: "Poly -iso" or "Poly -Iso Special" with " poly oam 251" or "Polyfoam
303'. 1 in. min.
Base Coat: One or two applications " Gacoflex UB- 7050", applied at 1
gal /sq/application or three applications, applied 1 -1/4 gal/sq /application
(16 - 32 dry mils).
Surfa cing: "Gacoflex UA - 60" Series (various colors), applied 1 gal /sq (15
Y mils
31. Deck: N( )
Foam: "Poly -lso" or "Poly -Iso Special" with ine: Incl "Polyfoam 251" or "Polyfoam
301", 1 in. min.
Base Coat: "GacoSil S- 1000 ", applied at 1
Surfacing: " Gacoflex 5- 1000 ", a gal/sq (10 dry mils).
32. Deck: NC applied at 1 gal /sq (10 dry mils).
Foam: "Polyfoam 251" or "Polyfoarn 303", t an y thickness.
Surfacing: "Gacoflex Ure- Slrirld 7007 ",
33. Deck: NC 40 dry mils.
Foam: "Polyfoam 275 ", any thickness. Incline: 2 -1/2
Base Coat: " Gacoflex A- 6211 ", 1-1/2 gat /sq (14 dry mils).
Surfacing: "Gacoflex A -6200" series (various colors), 1 -1/2 gal /sq (14
dry mils).
GAF MATERIALS CORP
1361 ALPS RD, WAYNE NJ 07470 R1306
"RUBEROtU 20" or "RUBEROiO Modified Base Street" may be utilized as
alternate to Type G2 base sheets In any of the following Classifications.
1/2 in. thick (ruin) gypsurn board or 1/4 in. thick (min) Georgia -lac
"B"rrs•Deck'' overlayment board may be used In any exis9sting non gg system
deck combusti
acceptable When this (15/32 in. min) ( roof decks The joints
board
thp gypsm board and clod.% If (polystyrene s the b roof system, it must be placed below t
overlayment board.
ASPHALT FELT SYSTEMS
Type G2 aspha tglassm t base sleet ( "GAFGLAS 1175 Ba Street ") is a
suitable alternate for Type GI asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or
GAFGLAS Ply 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
(Vent -Ply) f orAnail ableadecks ".VPerforatedetoobeemop "GAFGLAS Stratavent
mechanically attached granule side down. Peed and nailable to be
Fs an option Type G2 asphalt glass mat base street ( "GAFGLAS 1175 Base Street"
or "GAFGLAS Stratavent (Vent -Ply for nailable decks ") may be substituted for
GI asphalt glass fiber ply sheet (GAFGLAS Ply 4" or "GAFGLAS Ply 6 ") as the
nailed be ply in the following systems.
may be solid mopped, spot mopped fastened.
Bottom ply or base sheet pped or mechanically
Unless otherwise indicated, all Insulations may be hot mopped or mechanically
fait
GAFGLAS Flashing' or "Ruberoid' may be used for flashing in any of the Class
A, B or C systems listed below.
When "perlite' is referenced, this includes "GAFTEMP PERMALiTE®" or any
Other UL Classified erlite insulation,
Crushed stone or slag are suitable alternates for gravel in an of the Class A,
B or C systems listed.
Structural cement fiber building units are considered suitable be included
as a derk in the following Class A, 8 or C systems listed over C -15/32 or NC.
The use of gypsum board under any of the following Class B or C systems
does not adversely effect the rating- The use of 1/2 in mih'Yyp}ufri board is'
an acceptable alternate for insulation over C -15/32 decks.
The use of polystyrene insulation board between min Fri;
rosin paper (perlite /rosin
suitable yr perlite board
and deck with
bier alternate for isocyanr�rate board in in the follow
pa err of 4tyreir i B ) Pr a
systems. � Class A, g or C
ComAFTEf•1P isotherm RA', '" GAFTEMP Tapered Isotherm RA" and " GAFTEMP
following Classifications.
Dosite A" may be substituted for any rsocyanurate ;mutation in any of the
mIlnt roofing asphalt, for use Class A, 8 and C. with organic and glass felts or m "oiliflet! bitumen
I . (Jerk: C-15/32 Class A
I nsulation in�ine : ' glass
fiher, isocyanurte
ran ulrettane,ope (ite /'socyanu arteecomposite, perlite/
LOOK FOR MARK
(N)
an
ific
hie
is
in
Ire
he
i
6.
ROOF COVERING MATERIALS (TENT)
13
ROOFING SYSTEMS (TGFU)— Continued
urethane t
composite, wood fiber /isocyanurate compos;.
thickness. phenolic, ar
Ply Sheet: Three or more layers Type 61 "GAFGLAS Ply 4" or "GAFGLAS P1
6 ", hot mopped.
Surfacing: Gravel.
2. Deck: ( -15/32
lnsu latlon 0 ptlonal): O Incline :2
(ne or more layers perlite, wood fiber, las
fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite
urethane composite, wood fiber /isocyanurate composite, phenolic, an:
thickness.
Ply Sheet: Three or more layers Type GI 'GAFGLAS Ply 4" or "GAFGLAS Pl■
6 ".
Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Ca
3. Deck: NC
insulation 0 Incline: 2 P Sheet".
(Optional): One or more layers perlite, wo,d fiber, glass
fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/
urethane composite, wood fiber /isocyanurate composite, phenolic, 2 in.
max, oo
Ply Sheet: Two or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply
6 ".
Cap Street: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ".
4. Deck: NC
insulation: One or two layers "isotherm Rne: 1/2
Ply Sheet: Any UL Classified gravel surfaced Class A glass sefiber
mat system.
5. Deck: C -15 32
S (Rine? r. bull
Base Sherri: One layer of Type "GAFGLAS n e
S
e:
Ply Sheets One or more layers of Type G Ply 4" or Ply
P ".
Cap Sheet: One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet".
7 . Deck: ( -15/32
Inc 2
Insulation: One or more layers perlite, glas fiber, isocyanurate, urethane,
Perlin' /isocyanurate composite, perlite /urethane composite, phenolic,
1.0 Ire. min (offset from plywood joints 6 in.).
Rase :Sheet: One or more layers of T •
Membrane: One or more layers of "Ruberoid fo ch r (snr 'nth lr granule),
"Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth 'r granule) or
"Ruberoid Mop Plus" (granule).
Cap Sheet: "GAFGLAS Mineral Surfaced Cap Street ", hot mopped.
8. Deck: C -15/32
Insulation (Optional): incline: 2
fiber, isocyanurate, urethane,or or more layers perlite, wood fibep�ell(ass
urethane composite, wood fiber( /is cyanura
te composite, phenolic(jany
thickr
Base ;beet: Two or more layers of Type G2 or G3.
PIy Sleet (Optional): One or more layers of Type 61.
Membrane: One or more layers of "Ruberoid Torch" (smooth or granule),
" Rubetrid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or
CapbStreet: "GAFGLAS (granule Mineral ).
neral Cap Street ", hot m:•n
P Ped.
1. Deck: C -15/31 Class 8
Insulation (Optional): Inclines 3-1/2
fiber, isocyanurate, urethane, or more lay Y r s perlite, wood fiber, glass
'urethane composite, wood fiber/; ocy rnurate cdmpositen phenolic, any
thickness.
t Ply Sheet: Two or more layers of Type G1 "GAFGLAS Ply 4" or "GAFGLAS
Ply 6"
Cap Sheet: Type G9 "GAFGLAS Mineral Surfaced Cap Sheet', hot pro
2. Deck: C -15/32
/nsulaHoh (Optional): Incline: 3-1/2 Peed.
One or more layers perlite, wood fiber, Mass
fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/
,• urethape;composite, wood fiber /isocyanurate composite, phenolic, an y
thickness. .
Base Sheet: Two or more layers of Type
Membrane: One. or more layers of "Rueroid Torch" (smooth or granule),
"Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or
"Ruberoid, Mop Plus" (granule).
Cap Sheet: "GAFGLAS Mineral Surfaced tap Sheet ", hot mopped.
1. Deck; (- 15/32' Class C
Ir,sulallon (Optional): incline: 1/2
fiber, isocyanurate, I). One or more layers perlite, wood fih(;, glass
perlite /isocyanurate composite, perlite/
ON PRODUCT
iv�AKAIDADE
I'RODUCT_CONTROL NOTICE OF ACCEPTANCE
I'nlyfnam Products, Inc.
2 100 Spring- Stuebner Road
Spring ,TX 77383 -1132
MIAMI- t)At3E COUNTY. FLORIDA
METRO -DADE FLAGLFR f, l)ILDtNG
BUILDING COOT coMrUANcr OFFICL
;tlt:':1•Ro -I)ADE FLAGI,IiR 1:WILDING
;UlIl; 1(U3
v1IAmt. FLORIDA 3130 -1563
(305) 375 -2901 FAX (31 5) 375.2908
CONTRACTOR 1.ICENSIN C: SECTION
(305) 375.2527 VAN (: 05) 375 -2558
CONTRACTOR ENFOItCE:MEN 1' DIVISION
(305) 375.2966 FAX (: 05) 375.2918
PRODUCT CONTROL 1)1 VISION
(305) 375.2002 I'AX (: 05) 372•G330
Vour application for Notice of Acceptance (NOA) of:
Two Component Polyuretltene Foam Adhesive
under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of
Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade
t:n••• i.v Building Code Compliance Office (BCCO) under the conditions specified herein.
"l - 'OA shall not he valid after the expiration date stated below. BCCO reserves the right to s :cure this
- ,duct 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, BCCO may revoke, modify,. or su:,pend the
use of such product or material immediately. BCCO reserves the right to revoke this approvl:l, if it is
determined by BCCO that this product or material fails to meet the requirements of the Sout i Florida
Building Code.
The expense of such testing will be incurred by the manufacturer.
AI'PIROVED: 06/14/2001
" 10050001 1pc20001 \template5lno(ice accepunco covor pagd.dot
(utrrt)ct mad address: pnstmasiter(_,buildiligei O tcotl(ine.cgm
ACCEPTANCE NO.: 01- 0521M2 Raul Rodriguez
EXPIRES: 05/10/2006
Chief Product Control Dig ision
TIIiS iS TIIF COVERS - HEFT, SEE ADDITIONAL PAGES F014 SPECIFIC AND GENER1,L
CONDITIONS
BUILDING CODE; & PRODUCT REVIEW COMMITTEE
- This application for Product Approval has been reviewed by the BCC° and approved by the Building
Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set
forth above.
1Al:
Francisco J. Quintana, R..1.
Director
Mi,nni - Dade County
Building Code Compliant c Office
Homcpngc: httpa /www.huildingcuticonline com
Pnl's•foam Products, Inc. ACCEPTANCE No. : 1)1- 0521.02
ROOFING ASSEMBLY APPROVAL
Catr ►r v: Roofing
Sufi- Cateuory Root"I'ile Adhesive
tvlatcrials: Polyurethane
1. SCOPE
This approves l'ulyproe A11160 as manufactured by Polyfuain Products, Inc. as
described in Section 2 of this Notice of Acceptance. For the locations where the design
pressure requirements, as determined by applicable building code, does not exceed the
design pressure values obtained by calculations in compliance with Roofing Application
Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using
Polyprod) AH 160. Where the attachment calculations are done as a moment based system
for single patty placement, and as an uplift based system for double patty systems
2. PRODUCT DESCRIPTION
Manufactured by
Applicant
Polyprokt A1-1160
Foamproc RTF 1000
ProPack7) 30 & 100
i
2.1 Components Or products manufactured by others:
Any Miami -Dade County Product Control Accepted It.00rrile Assembly having a current NO.\
which list uplift resistance values %with the use of Polypro A11160 rool'tile adhesive.
2.2 Typical Physical Properties:
Property Test
Density ASTI\'1 I) 1622
Compressive ASTM D 1621
Strength
Tensile Strength
Water Absorption
Moisture Vapor
Transmission
Dimensional
Stability
Dimensions
N/A
N/A
N/A
ASTM D 1623
ASTM 1) 2127
ASTM E 9G
ASTIv1 D 2126
•2, 1
1.6 lbs. /ft.
18 PSI Parallel to rise
12 PSI Perpendicular to rise
28 PSI Parallel to rise
0.08 Lbs. /Ft
3.1 Perm / Inch
4-0.07% Volume Change FO, -40 F.. 2
weeks
4- 6.0"/% Volume Change r7rt
I lumidity, :: ■viceks
Test
Specifications
PA 101
Approval I)atc: June 1-1, 2001
Expiration Date: May 10, 21106
R
Product
Description
Two component
polyurethane
Dispensing Lquipmcn
Dispensing Lquipmcn
0
0/
Frank %uio;tga, RItC
Product Control Examiner
1
• I'olhfoam Products, Inc. ACCEPTANCE No.: 01- 0521.02
Note: The physical properties listed above are presented as typical average values its determined by
accepted ASTM test methods and are subject to norgpal manufacturing variation.
3. LIMITATIONS
3.1 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile
Asscrtibly for lire rating.
3.2 Polypro® AI-1160 shall solely be used with flat, low, & high the profiles.
3.3 Minimum underlaymcnts shall be in compliance with the Roofing Application
Standard RAS ■ 120,
3.4 Roof Tile manufactures acquiring acceptance fbr the use of Polypro® A.1-[ 160 roof
tile adhesive with their tilt assemblies shall test in accordance with PA 101.
3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the
use of Polypro® AI -1160 roof tile adhesive with their tile assemblies shall test in
accordance with PA 101 and with section 10.4 as modified herein,
-w
F' 2
MS
4. INSTALLATION
4.1 Polypro® A1.1160 may be used with any roof tile assembly having a current NOA tl at
lists uplift resistance values with the use of pol Al-[ 160.
4.2 Polypro® AI-1160 shall be applied in compliance with the Component Application
section and the corresponding Placement Details noted herein. The roof tile
assembly's adhesive attachment with the use of Polypro® Ali 160 shall provide
sufficient attachment resistance, expressed as an uplift based system, to meet or exceed
the uplift resistance determined-in compliance with Miami -Dade County Roofing
Application Standards RAS 127, The adhesive attachment data is noted in the root
tile assembly NOA
4.3 Polypro® Al -1160 roof tile adhesive and its components shall be installed in
accordance with Roofing Application Standard RAS 120, and Polyfoam Products, inc.
Polypro® AH160 Operating Instruction and Maintenance Booklet,
4.4 Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed
by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved
applicators to the authority having jurisdiction.
4.5 Calibration of the Foampro® dispensing equipment is required before application o
any adhesive. The mix ratio between the "A" component and the "B" component shall
be maintained between 1.0-1.15 (A) : 1.0 (13). The dispense tinier shall be set to
deliver 0.0175 to 0.15 pounds per tilt as determined at calibration. No other settin ; ;s
shall be approved. ' ' " "
4,6 Polypro® Al-1160 shall be applied with Foampro R'i'F 1000 or 1'roPack® 30 & 100
' dispensing equipment only.
4.7 Polypro® A1-1160 shall not be exposed permanently to sunk
3
Frank Zuloaga, [(RC_
Product Control E:x:uuincr
holvfonnt Products hie.
4,8 Tiles roust be adhered in freshly applied adhesive, Ttie must be set within 2 to 3
minutes after Polypro® AI-1160 has been 'dispensed,
q.9 Polypro® A1-1160 placement and minimum patty weight
requires the accordance with ;nt
the 'Placement Details' herein, Each generic tile p q
noted herein.
l
Table l: Adhesive Placement liar Each Generic Tile Pro wl Paddy Weight
per paddy ylin.
(g anal )
N/A
Flat, Low, High Profiles
High Profile (2 Piece Barrel)
Flat. Low, Hi Profiles
Single Paddy Weight
Min, (g'ralals)
LABELING
All Polypro® AHIGO containers shall comply with the Standard Conditions listed herei 1.
6. BUILDING PI:ith[LT REQUIREMENTS
6.1 As required by the Building Official or applicable Building Code in order to
properly evaluate the installation of this system.
4
ACCEPTANCE No. Ol- 052.1,0
Frank Zuloaga, RRC
Product Control Examiner
.1—LICJWGUU1 U0.44 7;_./4:
Polvfoarn Products, Inc.
Nail through II:stile cement
Fascia
Elva Court. only:
Keep adhesive ppro .
410. up horn h. ftpiol4t
Nail through plastic cement
nder:a y m nt
i7v• Ccurle
10 In.
Er,. coins onlr.
Kusp adhesive eppret 4 in. up
Irom
ADHESIVE PLACEMENT9ETAIL
SINGLE PATTY
paddy (Benellh TM)
Fuck
Esve Com
10 ln
Era COUTI,e
gave course only
Keep adhesive appros.
44. up (men wouphol44
00 0
Fettle
Vire;liele
Ertl ClOtUfl
Orlp edge
Nall !nrough plastic content
Paddy (breath 104)
Underi.lymeni
1
R envy
lop portion
ol lho
aunt egYti Ille
Alm 15 tioand court. of
pan 10.L 00UtI ens end of
on ind cover tilts are
flan it IM lint.
Eavo tlotutt
(mortar tho*n)
FILL 1. U) I Lt Ltf ; I NAL HAUL. U5
ACCEPTANCE No. : 01-0521.02
•
1.111 deftly 11 OM
optional 244 kw
I) Place enough adhesive to achieve t7 to 23
'teen pitch applications
square Inches In contact wIfti the pin the
2) Turn covers upside down. Place adheillve 117 In.
T9 1 in, From outride edge or carer tile.
Then Install the lac
Weepho:e Fuchs goir
Frank Zuloaga, RRC
Product Control Examiner
Nsilthrough pl. tac cement
Optional
Point.Jp 14 Kir
7 longthic oat
Ingo; of 11.
ShettNnii
Pn Fvfoant Products, Inc.
it_c. ut.N NAL PAGE 06
ACCEPTANCE No. : 1 -052 1.02
ADHESIVE' PLACEMENT DETAIL. 2
SINGLE PATTY
Nall through plastic convent Paddy (Beneath Tile)
tind rriayinool
COurit
EJlit Cloture
Nail through plastic count r Paddy (Beneath illei
Undorlayment
Et Course
Nall through plastic cement
Undeilayment
7 In.
Fascia
Ellie Course
EV/ Mtge
6
Prank Zuloaga, ItItC
Product Control EN3111111Cf
11/08/2001 08:44 3545255537 ALLIED T1L.b. ULPIIKAL
Polvfoam Products, Inc,
ADHESIVE PLACEMENT DETAIL 3
Single paddy
on top of Ills
1)ODULF PATTY
Nall through plastic cement
4 \ 4: ' NC-2):
•
Single paddy
undor tllo
3
x in.
Single paddy on
under -
layment
2 in. 4 In.
Single paddy
on top of tile
c2
Paddy
(between dial
Paddy
(under tile)
I •
" 7°'
2 in. X 7 in. medium
11ie paddy eve Fascia course only
Eave course
Nall through plastic corner
t (�
p e' 3 in. x 3 In.
Single paddy
on underlayment
Eave Course
ACCEPTANCE, No.: 01- 0521.02
2 In. x 7 In. medium
site paddy eave course only
Fascia
Nail Ihraugh plastic cement Single paddy un for tile
Underlayment Single { addy between tile
2 in. x 7 In. medium
size paddy Dave
course only
' In. x3In.
41n.
Single
paddy on
under.
Iayment
Single paddy
under tile
Single paddy
on top of tile
Eave
Course
Single paddy
between tllo
1 rank Zulo:lga, 1U .0
Product Control Examine
Fascia
Weepho:e
Eave closure
Drip edge
11/08/2801 08:44 9545256537
Polvfoant Products, Inc. ACCEPTANCE No. : 01- 0521.02
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, arc no
older than eight (8) year's.
2. Any and all approved products shall be permanently labeled with the manufacturer's mime, < ity,
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 tl►c product is not in compliance with the code changes.
b. The product is no longer the same product (identical) is the one originally approved,
e. If the Acceptance holder has not complied with a I the requirements of this accepta ice,
• including the correct installation of the product.
d. The engineer who originally prepared, signed and settled 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 teen
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.
r. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and follo,ved
by the expiration date may be displayed in advertising literature. If any portion of the Notic; 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, ; hall
be provided to the user by the manufacturer or its distributors and shall be available for inspectic n 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 rcmovid of
Acceptance.
9. This Notice of Acceptance consists (Opus 1 through 8.
END Of THIS ACCEPTANCE
ALLIED TILE CENTRAL PAGE 08
Frank Luloaga, RAC
i. 1 Product Control Examiner
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build-
ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami
Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and
regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during progress of the work.
Date..
�1X._� ,19rr
er § Na a and AddfP § §._.... W r,..F . 67hd S I, No l , � &feet& &�
Registered Architect and /or Engineer _ -
Name and address of licensed contractor k `_._ 6-c4
Location and legal description of lot to be built on:
Lot Block p Subdivision �v�-
Street and Number where work is to be done Iv 8 .____ cV_Sl? �1 d -
State work be done and pure a of building (by floors)
o,F /N6 C -1 4i1).- s
New Building Remodeling Addition Repairs , C
To be constructed of Kind of foundation - Roof Covering
Estimated Total cost of improvements $_. /4 ee?
Amount of Permit k
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 a s pecific ions for said buildi All tices with refere c to the building and its construction may
eat to ,U r ! , 3 '
and for no other purpose.
No. of Stories
be s st `r
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 La s of Florida, Permanent Supplenient,
and has complied with the provisions thereof, and will require similar compliance from all contract° s or sub - contractors .mployed by him
in the work to be performed under this permit; and will post or cause to be posted for inspection o t site of the wo uch public notice
or notices as are required by the Act. The undersigned agrees to employ only such sub 6ntr .; o , vor t . bermed under this
permit, as are licensed by Miami Shores Village.
Remarks____ _ ( Signed )
STATE OF FLORIDA,
COUNTY OF DADE. j ss.
Before me, the undersigned authority, a notary public, duly authorized to administer oat and take acknowledgments, personally ap-
peared
to me well known,
and who, being by me first duly sworn, upon oath deposes and says that he is the
of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts
therein by him stated, jjare e.
Permit No.______ I Tv " Date 3. ' 7 - 7 : Read, Sworn to and Subscribed before me.
Disapproved Date �_
(Signed) +� :`S- , .y .__ --
Building nspector My Commission Expires
Notary Public, State of Florida
PLANN G BOARD DATE
Chairman Member
Member Member
Member Member
Council Approved Date Disapproved Date
NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from
the Planning Board.
A re- inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty
materials and /or workmanship.
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build-
ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami
Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and
regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during progress of the work.
Date / / 4
, 19.'.
Owner's Name and Address CZ/ //I No bf 4/4- -- Street._ 2,/ 5'7
Registered Architect and /or Engineer
Name and address of licensed contractor 4 k /ES CeN$T • <�Lc�
Location and legal description of lot to be built on:
Lot 11/-"t — 3�F C 2 7 Block 9
Street and Number where work is to be done
Disapproved 6'Iqq_
(Signed) I ... . :
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT
Subdivision bG 1� G -.I- 5 c • .3-
6 4/ E 9/ 7
State work to be done and purpose of building (by floors)
. / /3
and for no other purpose.
New Building Remodeling Addition Repairs No. of Stories
To be constructed of Kind of foundation Roof Covering
p El
Estimated Total cost of improvements $ )3..„0 Amount of Permit $
Zone cubage required Plan Cubage
Distance to next nearest building Size of Building Lot
Maximum live load to be borne by each floor
I hereby submit all the plans and specifications for said building. All notices with reference to the building 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 Supplement,
and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by hint
in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice
or notices as are required by the Act. The undersigned agrees to employ only such subcontracto s, on ork to be performed under this
permit, as are licensed by Miami Shores Village.
Remarks (Signed). 1. ,tt�
STATE OF FLORIDA,
COUNTY OF DADE. ss.
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared
to me well known,
and who, being by me first duly sworn, upon oath deposes and says that he is the
of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts
therein by him stated are tnje.
Read, Sworn to and Subscribed before me.
Notary Public, State of Florida
Building Inspector, My Commission Expires
ING BOARD DATE
Chairman Member
Member Member
Member . _ .... Member
Council Approved Date Disapproved Date
NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from
the Planning Board.
A re- inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty
materials and /or workmanship.
MIAMI SHORES VILLAGE
ELECTRICAL INSPECTION DEPARTMENT
APPLICATION FOR ELECTRICAL PERMIT
Permit No tl 4
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building o: other
structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Fiuida,
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 work. r`fQ
Owner's Name and Address Ul ( / /,Sprf
Registered Architect and /or Engineer p / 5 ` , >
< ' I +� / /7. (c Q � 71 c � ` /
Employing Electrician's Name t� F 7 (` o Street
Location and Legal Description Lot Block Subdivision.
Street and Number where work is to be performed —No
State work to be performed and purpose of building (By Floors) 6z dd
New Building Remodeling L Addition Repairs No. of Stories
Amount of Permit $... .///e` ••-
STATE OF FLORIDA,
COUNTY OP DADE. I
8� i�;�Fta nzu is Iris Ur' 'KtV�ctTf(tb
illy om Ezpares
(Signed)..!
(Signed)
NOTE: A re-inspection fee of $1.00 will be made when such re-ins ection is made n
materials and /or workmanship.
Date
!J /
No G /VC Street Y./
l l
Y 4.
Street
C e■
Service Overhead Size Feeders Conduit Main Sw Amps Main Fuses . Amps
Underground
Type of Installation — Conduit Tubing........ B.X.L Metal Moulding
Electrical Inspector.
The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of
labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supplement, and
has complied with the provisions thereof, and will require similar compliance from all contractors or sub-contractors employed by him in the
work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices
as are required by the Act. The undersigned agrees to employ only such sub - contractors wo to be performed under this permit, as are
licensed by Miami Shores Village.
r Electrician.
ss.
Before me, the undersigned GG authorrity, a notary public, duly authorized to administer oaths and take acknowledgments, personally
appeared a o e I ‘ C.. ......4, ? . ... l°_ . / • .... ...... /.
to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the.7..r.Ctxl. .• � ►�!• e -! '✓L
of the above described construction, and he has carefully read the foregoing application, and that he did sign the ame, and that all facts
therein by him stated are true.
■\;Cii/,)4Y ii•USLiC STATE OF FLORIDA AT L4RC
, AY CC:..,. 1..0;a;. \PI S tL',Y 2/ 1983
orida
e for inspection, or faulty
SWITCH
OUTLETS
LIGHT
OUTLETS
PLUG
RECE'P'T'S
FIXTURES
NO. LAMPS
REFRIG.
OUTLET
IRON
OUTLET
RANGE
OUTLET
RANGE
CONN.
WATER
H
W. HEAT.
CONN.
SPACE
HEATER
STRIP
HEATER
TOTAL
C I_Is1
LIST
`
CHECR
Y J o .
ENT.
SW.
DIST.
CAS.
SERVICE
TEMP.
SERVICE
PERM.
MOTORS
0.1 NP
MOTORS
1.8 HP
NEON
TRANS.
RADIO
-
TOTAL
CONTR.
LIST
CHECK
MIAMI SHORES VILLAGE
ELECTRICAL INSPECTION DEPARTMENT
APPLICATION FOR ELECTRICAL PERMIT
Permit No tl 4
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building o: other
structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Fiuida,
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 work. r`fQ
Owner's Name and Address Ul ( / /,Sprf
Registered Architect and /or Engineer p / 5 ` , >
< ' I +� / /7. (c Q � 71 c � ` /
Employing Electrician's Name t� F 7 (` o Street
Location and Legal Description Lot Block Subdivision.
Street and Number where work is to be performed —No
State work to be performed and purpose of building (By Floors) 6z dd
New Building Remodeling L Addition Repairs No. of Stories
Amount of Permit $... .///e` ••-
STATE OF FLORIDA,
COUNTY OP DADE. I
8� i�;�Fta nzu is Iris Ur' 'KtV�ctTf(tb
illy om Ezpares
(Signed)..!
(Signed)
NOTE: A re-inspection fee of $1.00 will be made when such re-ins ection is made n
materials and /or workmanship.
Date
!J /
No G /VC Street Y./
l l
Y 4.
Street
C e■
Service Overhead Size Feeders Conduit Main Sw Amps Main Fuses . Amps
Underground
Type of Installation — Conduit Tubing........ B.X.L Metal Moulding
Electrical Inspector.
The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of
labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supplement, and
has complied with the provisions thereof, and will require similar compliance from all contractors or sub-contractors employed by him in the
work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices
as are required by the Act. The undersigned agrees to employ only such sub - contractors wo to be performed under this permit, as are
licensed by Miami Shores Village.
r Electrician.
ss.
Before me, the undersigned GG authorrity, a notary public, duly authorized to administer oaths and take acknowledgments, personally
appeared a o e I ‘ C.. ......4, ? . ... l°_ . / • .... ...... /.
to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the.7..r.Ctxl. .• � ►�!• e -! '✓L
of the above described construction, and he has carefully read the foregoing application, and that he did sign the ame, and that all facts
therein by him stated are true.
■\;Cii/,)4Y ii•USLiC STATE OF FLORIDA AT L4RC
, AY CC:..,. 1..0;a;. \PI S tL',Y 2/ 1983
orida
e for inspection, or faulty
Test Location
Uplift Pull
or FL
Test Location
Uplift Pull
(P or F)
Test Location
Uplift Pull
Test (P or F)
Test Location
Uplift Pull
Test (P or F)
1
26
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51
76
2
27
52
77
3
28
53
78
4
29
54
79
5
30
55
80
6
31
56
81
7
32
57
82
8
33
58
83
9
34
59
84
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
71
96
22
47
72
97
23
48
X V
73
98
24
49
74
99
25
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50
75
100
ALLIED BUILDING
INSPECTION SERVICES
Owner's Name: L1 ( A4- -(/: ,Q U�`y�
/ :
Job Address: 6 8 ! e qi
'95/cc f •
Roofing Contractor:
Type of Tile:
Eave Height: / feet -y� ��
Method of Attachment: f
Approximate Square Foota e: 2-��1,65 ft2
q- 2-z_..
-- /.3 -- <Z
Date Installed:
Date Tested:
THIS REPO
f3/ 4�
Al Brizuela;
P.E. #33081
Allied Building Inspection Services, Inc.
Lab Certification 97- 1029.04
ALLIED BUILDING
INSPECTION SERVICES, INC.
INSPECTIONS • TESTING • ENGINEERING
ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE
IN ACCORDANCE WITH METRO -DADE BUILDING CODE COMPLIANCE
PROTOCOL PA 106
SITE SPECIFIC INFORMATION
TEST RESULTS
P = PASS, F = FAIL
N2 1531
Permit #5 X27
M4 S14
Product Control #:
Roof Pitch:
Field Inspector: C.--• T/"1 72"
112
Required Testing Force: 35Ibs.
Testing Equipment: Normark 50 Serial # 364435L
13301 SW 124 STREET • MIAMI, FLORIDA 33186 • (305) 234 -7377 • FAX (305) 234 -7664
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Owner's Name and Address
Name and address of licensed contractor
MIAMI hfORES VILLAGE
BUILDING Sf ECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build-
ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami
Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and
regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during progress of the work.
Registered Architect and /or Engineer rif ti / e /i's
A it ( otis'i
Date../../‘ V 3
No. WI_ Street ..9/ S' r
Location and legal ilescriptio5 oflot to be built on:
Lot_i - flL�"'g.. 7
Z � �"y ��' dock 9 Subdivision _. _ __ _ __. ,�� �'
Street and Number where work is to be done
State work to be done and purpose of building (by floors) �E --- y.Rz
it?c
24
c _
,
and for no other purpose.
New Building Remodeling Addition Repairs No. of Stories
To be constructed of G e$ Kind of foundation (.7 C Roo ( Covering- C
� Estimated Total cost of improvements $ i el Amount of Permit $ 0 "
Zone cubage required Plan Cubage Z3E • l 1 - .T , I Ii 4' t.t
Distance to next nearest building Size of Building Lot
Maximum live load to be borne by each floor
I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may
be sent to
The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer
of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement,
and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him
in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice
or notices as are required by the Act. The undersigned agrees to employ only such subcogtractors be :erformed under this
permit, as are licensed by Miami Shores Village.
i v
Remarks (Signed).
STATE OF FLORIDA,
COUNTY OF DADF,. 1 ss.
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared
..... to me well known,
and who, being by me first duly sworn, upon oath deposes and says that he is the
of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts
therein by him stated are true. ``yy
Permit No 2 L Date /I � ' *� Read, Sworn to and Subscribed before me.
Disapproved 9
(Signed) . _..('(
wilding ..pector My Commission Expires
PLANNING BOARD DATE
Chairman Member
Member Member
Member __ .__ .. Member
Council Approved Date Disapproved Date
NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from
the Planning Board.
A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty
materials and /or workmanship.
Notary Public, State of Florida
3
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