970 NE 94 St (13)MIAMI SHORES VILLAGE. FLORIDA
BUILDING ❑
ELECTRICAL ❑ PERMIT N9 9876
PLUMBING ❑
ROOFING
Owner of
Building
Contractor
or Builder
Legal Lot
Description
Address of
Building
Architect
CONTRACTOR OR BUILDER
Bl.
.. r 4
Work to be performed under this Permit
Signed•
Subdi-
vision
Sq. Ft
Value of
Project $ R
DATE
Contractor's
License No
Amt. of
Permit $
19y
This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application
herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans,
drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any
time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is
granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations
pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work
done by his agents, servants or employees.
BY
INSPECTOR
In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village.
In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee.
BY AUTHORITY
n
No.
RESULT
No.
RESULT
No.
RESULT
No.
RESULT
No.
RESULT
1 -5
Passed
21 -25
Passed
41 -45
Passed
61 -65
Passed
81 -85
6 -10
Passed
26 -30
Passed
46 -50
Passed
66 -70
86 -90
11 -15
Passed
31 -35
Passed
51 -55
Passed
71 -75
91 -95
16 -20
Passed
36-40
Passed
56 -60
Passed
76 -80
95 -100
ZARA AND ASSOCIATES., IINC.
Metro -Dade County
Approved Testing Laboratory
Lab. Certification # 98- 0116.01
CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE
TO COMPLY WITH METRO -DADE COUNTY PROTOCOL PA -106
Property Address: 970 NE 94 St. Permit #• 49999
Owner's Name: Mr. Frank 0' Neal
Contractor's Name R. N. Palmer Roofing
Approx. Square feet area: 37
Type of Tile: Panamian Clay
Testing Equipment: Digital Chatillon DFIS 500
The static uplift quality control test for the property in question, complies with the Code requirement 3404 3 and protocol PA -106
"ROOFING SKETCH"
35
53
50
40
54 60 59
58
55
57 64
63 65
61 62
56
Cries, P.E.
0043890 , 1
52 51
46 45 44
5
9
6
36 29 28
34 32
31 30 23
24
13
12 5
45 - 11 14
V 15 17 1 8
20 25
10
Front
1 0
4
Roofing Laboratory Testing & Research
Moisture, Up -lift, Fastener Testing
Complete Building & Roofing Inspections
Consulting Engineers
PC #:
Roof Slope: 3:12
Date Tested: 12/26/01
Required Testing Force: 35 lbs.
26
22
27 21
20
19
1
2554 West 3` Ave. Hialeah, Florida 33010 (954) 433 -1484 Fax (954) 437 -2296
North
•
40
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.
, 19 --
._ No..9 Street N .. PC S
Ovmer s Name and Address 'u ' \
Registered Architect and /or Engineet
Name and address of licensed contractor. � . a,1-hi.E , ` -S _.�'
Location and legal description of lot to be built on:
Lot Block S'ubdivision
Street and Number where work is to be done 9 Iv NL
Stale work to be done and purpose of building (by floors)
. e-/ - aof — /2 /—-f G-, . k- e a__
and for no other purpose.
New Building Remodeling Addition Repairs No. of Stories !.
To be constructed of Kind of foundation Roof Covering 3 4 ✓) -) , �'�.s'
Estimated Total cost of improvements $ Amount of Permit $.
Zone cubage required Plan Cubage
Distance to next nearest building.. Size of Building Lot
Mfaxirnum 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 him
in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice
or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this
pennit, as are licensed by Miami Shores Village.
Remarks (Signed) e4 ✓L_____��'� "may`' "�`''
Disapproved
(Signed)
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT.
APPLICATION FOR BUILDING PERMIT
Date
S r:11
, c6 19 l
C. /64/LS /
STATE OF FLORIDA,
COUNTY OF DADE. j 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 true. l Q
Permit No. ._ i_ Date , 1 `� ( i 1 Read, Sworn to and Subscribed before me.
Notary Public, State of Florida
Building Inspector My Commission Expires
PLANNING BOARD DATE
Chairman Member
Member Member
Member ...... Member
Council Approved Date Disapproved Date
NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from
the Planning Board.
A re- inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection at faulty
materials anti /or workmanship.
MIAMI 5H
BUILDING INSPECTION DEPARTMENT
APPLICATION FOR 1- UILDING 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.
Owner's Name and Address /.44h !{d �� � No
Registered Architect and /or Engineer 474774--x
Name and address of licensed contractor 4
Location and legal description of lot to be built on
Lot Block Subdivision
20
Street and Number where work is to be done
State work to be don and urp a of buildi (by floors ).____ .2.sl1a fi�+'Z
R E 9 VILLAGE
Date_.__
�J� r
� ® Streetl" ��f
and for no other purpose.
New Building Remodeling Addition Repairs No. ones
To be constructed of Kind o oundation o'er Roof Covering
Estimated Total cost of improvements $ Amount of Permit $,_
1
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 subs • t plans and specifi tions or sai4ung.A11 notices with reference /to th building and its construction may
be sent to - .
The undersigned applicant for this buildi • - pen t 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, Pennanent 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 si the work such publ notice
or notices as are required by the Act. The undersigned agrees to employ only such�uhceatf3ctor1 1n ork o1e performed unler this
permit, as are licensed by Miami Shores Village.
Remarks (Signed)_.
STATE OF FLORIDA,
COUNTY OF DADE. ss.
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared
to me well known,
and who, being by me first duly sworn, upon oath deposes and says that he is the
of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts
therein by him stated are t rue. f
Permit No , b Date Read, Sworn to and Subscribed before me.
Disapproved __. Date__
�'
( Signed) �
Notary Public, State of Florida
. - - -- • - - --- ' = .
Building Inspector My Commission Expires
PL . , V 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 13o:crd.
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 a
My Co
State # r; d�
APPROVED:
Zoning
Mechanical
vitc74
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Date 9 a-5 O t Job Address T1 1‘3Z- c{�? o
Teg:aripron • 4 0 la. i ft i E- iS
Owner/Lessee / Tenant l r • yRAru ( i+ ' tU@G L
Owner's Address 19 O N t (1 .
Contracting Co. .3 ■&t - r - ROO
Qualifier Robed..
Municipal # Competency # Ins. Co.
Architect/Engineer Address
Bonding Company Address
Mortgagor Address
Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING 1 G FENC SIGN
WORK DESCRIPTION 1 ?er00 exu4i re j' L E SeA -o C-64-7
e e caZ x � / f :5"‘.e eT
- • Square Ft. 3 lirn Le 3 L _ -1001 5 Estimated Cost (value)
WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YO 1 : ' •1 TO DO SO MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.)
Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I
certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate
permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK.
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable
laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated.
€-
Signature of owner and/or Condo President Date
VANINA MA RTINEZ
FEES: PERMIT 76 f) RADON
Building
965101
Date
C.C.F.
Tax Folio 1 3 )a t6 03S 00- D
Historically Designated: Yes No
Address 3S MA) 7=-1 -fit _ Opconi , L. 3 3H`H7
Phone (.30 5) loci ID/
Signature bf Contractor or Owner - Builder
tti
Notary as to Co
My Commission
Master Permit #
i (LiCia(
Electrical
9 C(
Phone (30 S) 15% - 0170
col or tip
5, 900.
4
( Ma MARTINE2 l
orida
xp:02I1
CC734317 tr
Date
d NOTARY Q BOND 3 40,0 0
TOTAL DUE
9.2 1.° °
Date
Plumbing Engineering
d - �
Contractor's Name: A W. ( PQI/ieY eD Job Address: 7o. •✓ ' 9
❑ (Low Slope Application)
❑ (Asphalt/Fiberglass Shingles)
Ft.
Ft..
❑ New Roof
123.01 -18 9198 •
ROOF HEIGHT AND SYSTEM DETAIV
(Draw details as needed) CAP r P e
��A Ss N
�
bZ1c
, fo Oi
9 ro (i'd
0,t -\
Decktype: WOOD
Appendix "E"
UNIFORIV1 ROOFING PERMIT' APPLICATION
PROCESS No.
ATTACHMENT
. / %y ' MC t S`IANk
Fastener Type. . J
SPACING
F1e1d1 /al ( ' � Perimeter: Corner:
DE'T'AIL 1 & 2
11
Page -1
ROOF CATEGORY
❑ (Nail-On Tile)
❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other)
ROOF TYPE
al" - roofing ❑ Recovering ❑ Repair ❑ Maintenance
Flat Roof Area (ft') 0 Sloped Roof Area (ft') -3/®® Total (n2) .3 41-6 Master Pei mit No.
Exposure category (per ASCE 7 - 88): Building Classification category (per ASCE 7 -88 table 1): —
U (Mortar - Adhesive Set 'file)
ROOF PLAN
I a-
Rld a Ventfl Ion?
MEAN IIEICIIT O�
Deck type:
Underlayment:
D E T A I L 3
(Pniaxl: 1 70 X a (Aerodynamic Multiplier): -
(Pmax2:gt . " X ? (Aerodynamic Multiplier): 4,2-9 ) -
(Pmax3: 741.1X a (Aerodynamic Multiplier): D • 24' )
Appendix "E"
UNIFORM ROOFING PERMIT APPLICATION
PROCESS No.
Insulation:
SLOPED SYSTEM DESCRIPTION
3®
I2"
ROOF SLOPE
A/A
Fastener type & 5/.- &'/ / e/
Cap Sheet:
Roof Covering:
Drip cdge:I , 3 Ie 3
TILE CALCULATIONS
M M 373
3
= M CA: 3 7 3
- M G 9to =M„:/134- P CA: 37-
Page -2
ATTACHMENTS REQUIRED
I) Fire Directory Listing Page
2) Miami -Dade County Product Control
Notice of Acceptance -Cover Sheet
a) Specific System Description
b) Specific System Limitation
c) General Limitations
d) Applicable Detail Drawings
3) Municipal Permit Application
4) Other Component Approvals
APPENDIX "F"
REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
As it pertains to this Appendix "F ", it is the responsibility of the roofing contractor to provide the owner %vith the
re 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 industry for roofing system installations. Additionally. the following items
should be addressed as part of the agreement between the owner and the contractor. "lre owner's initial in the
adjacent box indicates that the item has been explained.
1 "•1. Aesthetics- `Vorknianship: The workmanship provisions of Chapter 34 are for the purpose of
providing that the roofing system meets the wind resistance and water intrusion performance standards.
Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues
such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the
agreement between the owner and the contractor.
'42. Renailing Wood Decks: When replacing roofing. the existing good roof deck may Iiave 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)
• P.6- 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring
units (i.e. townhouses, condominiums etc.). In buildings with common roofs, the roofing contactor and /o:
owner should notify the occupants of adjacent units of roofing work to be performed.
86 6 4. Exposed ceilings: Exposed, open beam ceilings are Where the underside of the roof decking can be
viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail
penetrations of the underside of the decking may not be acceptable. The SFBC provides the option of maintaining
this appearance.
__5. Ponding Water: The current roof system and /or deck of the building may not drain \veil 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 profes structural engineer. Ponding may shorten the life
expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original
roofing system is removed. Ponding conditions should be corrected.
77 40 6. Overflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is no:
overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if
overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance
with Chapter 23 of the SFBC.
7. Ventilation: lvlost roof structures should have some ability to vent natural.airflow through the interie:
of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. I:
may be beneficial to consider additional vcntin�g which can result in extending the service life of the roof.
i 5. The owner may contact the Miami-Dade County Consumer Services Department for Rohe:
information regarding the above.
Owncr's /Agent's Stgnnturc
Contractor's Siin:rturc
PRODUCT CONTROL NOTICE OF ACCEPTANCE
El Barro, S.A.
Chitre,Herrera, P.O. Box 394
Rep. of Panama
Your application for Product Approval of:
Type "St 1oofing Clay Tile
under. 'ter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of
Coti';trrict and completely described herein, has been recommended for acceptance by the Miami -Dade
Cot 'ildtl4 Code Compliance Office (BCCO) under the conditions specified herein.
ThiS:ajlilftWaf shall not be valid after the expiration date stated below. BCCO reserves the right to secure this
•
dpkfitifflatetial at anytime from a jobsite or manufacturer's plant for quality control testing.
If Ili 9: Uc� of tnatetlal fails to perform in the approved manner, BCCO may revoke, modify, or suspend
the ti d = j hiproduct or material immediately. BCCO reserves the right to revoke this approval, if it is
deter blt tedi NCO that this product or material fails to meet the requirements of the South Florida Building
a,rraa,
Code.
'The ' exp,.en56.of such testing will be incurred by the manufacturer.
Accept it No,; 98- 1105.02
Xph es:O3n5n002
'T111§iiSiTHE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
J. <. .; CONDITIONS
BUILDING CODE & PRODUCT REVIEW COMMITTEE
liriltitin:fdr Product Approval has been reviewed by the$CCO and approved by the Building Code
i iew Courunittee to be used inDade County, Florida under the conditions set forth above.
ranctsco . Quintana, R.A.
Director
1 of 8 Miami -Dade County
Building Code Compliance Office
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE PLAOLER BUILDING
BUILDING CODE COMPLIANCE OFFICE
METRO•DADB PLAOLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
CONTRACTOR LICENSING SECTION
(305) 375 -2527 FAX (305) 375 -2558
CONTRACTOR ENFORCEMENT SECTION
(305) 375 -2966 PAX (305) 375 -2908
PRODUCT CONTROL. DIVISION
(305) 375.2902 FAX (305) 372.6339
Chief Product Control Division
Odm,
Homepege: bltp : / /www.buildinecodeooline.eom
n- -.. • nn ,A_ //•/1
EL'BARRO, S.A.
Applicant:
El Blrro, S.A.
Chitre•lIerrera P.O. Box 394
Republic of Panama
Cuoaorv:
Sub - Category:
Tom:
Sub -Tyne:
U.Sastributer
Itlttiuti.�: Atosemena
Mta'1itt% international, Inc.
7780 S . 66th Street
MI ;`f:L 33143
(305)'49$ -5725
• Product
Atcibleck Spanish 'S'
tile'
Trim Pieces
PRODUCT CONTROL NOTICE OF ACCEPTANCE
ROOFING SYSTEM APPROVAL
Prepared Roofing
Tile
Mechanically /Adhesive set/Mortar /Moment based
Clay
TRADE NAMES OF PRODUCTS MANUFACTURED OR
LABELED BY APPLICANT
Dimensions
1.18 %"
w..10
W' thick
I - varies
w - varies
varying thickness
Test
Boaeileatlons
ASTM C 1167
ASTM C 1167
Test
Dimensions ,Specifications
Pending N/A PA 123
ittl)
Page 2 of 8
.+n.... nn .nn LnN. nntln
Product Control No.: 98- 1105.02
Product Control No.:
Approval Date:
Expiration Date:
Product
Description
High profile Spanish 'S' clay tile
Accessory trim, clay roof pieces for
we at hips, rakes, ridges and valley
terminations.
Product
Description
Two component
expanding polyurethane
adhesive
98- 1105.01
325/1999
3/25/2002
Manufacturer
Polyfoam Products,
Inc.
Frank Zulo■ga, RRC
Roofing Product Control Examiner
nnnn+.n nnn T1:1 n!•nT TV/ 00if17'('fl
/ i bisaiFU, S.A.
duct
Roof Tile Mortar
( "Quikrete® Roof Tile
Mortar M1140 -80
Tile Screws
Test Ageney
Celottit Corporation
teititii Services
Celotett Corporation.
Tettitig Services
Ceiotiot Corporation
Testing Services
Celota tt Corporation
rtes Services
COO* Corporation
fi g St rvlcea
.1 uterlae Research &
Daiign'LLC
Dimensions
N/A
M8 x 2%," long
Test Identifier
258396
528396 -1
528396-2
528396
528396
11980
Tat Product
Specifications Description
PA 123
PA 114
Appendix E
E'VLDENCE SUBMITTED
Page 3 of 8
Prepared mortar mix
designed for mortar set
roof tile applications.
Corrosion resistant, coated,
square drive, galvanized,
coarse thread wood screws
Test Nante/Reoort
PA 100
Static Uplift Testing
PA 101 -95 (Adhealver Set)
Static Uplift Testing
PA 101 -95 (Mortar Set)
Static Uplift Testing
PA 102 -93 (Mechanically Attached)
Physical Properties
ASTM C 1167
Report on Aerodynamic Multiplier
Product Control No.: 98 -1 105.02
Manufacturer
Quikrete Construction
Products
with current PCA
generic
Date
July 1998
September 1998
September 1998
September 1998
September 1998
December 1998
Frank Zuloaga, RRC
Rooting Product Control Examiner
•7A3TVA 7nnnnVJ n- 4PPO7IP CA( VF.r I7:PT T?rd RR /07i{'(1
�L ti<it4 6.11-
C. V DtillEV U, J•M..
SYSTEM B:
Deck Type:
Deck Daleription:
Slope'Ratigo:
/
undeiNi Yttlent:
Roofing +Tile:
Comments: ' f
SiSi*(]Q:
Deck1C`'ype:
peek Iption:
Slope gilegety
Roofingttllet
•
Contbients:
C
SYSTEM LIMITATIONS
SYSTEMS
Product Control No.: 98-1105.02
Direct Deck Application
Wood, Non - insulated
New construction 19 /32" or greater plywood or wood plank.
4 ":12" to T':12"
Note: System B is only acceptable in this slope range.
Install underlaymcnt system in compliance with Miami -Dade County Roofing
Application Standard PA 118.
Install tile in compliance with Miami -Dade County Roofing Application
Standard PA 118. (See "Data for Attachment Calculations" included in this
Approval.)
1. For re -roof applications, 15 /32" plywood is an acceptable substrate.
Adhesive Set Application
New Construction 19/32 " or greater plywood or wood plank.
2 "_ :12"i0`7" :12"
Note: System D b only acceptable is this slope. range.
Install underlayment system in compliance with Miami -Dade County Roofing
Application Standard PA 120. (See System Limitation #5.)
Install tile in compliance with Miami -Dade County Roofing Application
Standard PA 120. (See "Data for Attachment Calculations" included in this
Approval.)
1. For re - roof applications, 15/32" plywood is an acceptable substrate.
Page 4 of 8
Table 2: Restoring Moment due to Gravity-M (ft -Ibf)
°.Tile Profile
'; •
2 ":12"
3':12"
4 ":12'
5':12"
6 ":12"
7":12'
Direct Deck
Direct Deck
Direct Deck
Direct Deck
Direct Deck
Direct Deck
Art iblbek 'S'
00W - tile
5.03
4.96
4.86
4.74
4.60
4.46
Table 1: Aerodynamic Multipliers -A (ft 3 )
• TIleProfile
Nall - On, Direct Deck
Mortar or Adhesive Set
Arctbtock Spanish 'S'
Clay roof tile
0.32
0.29
1 Afl r�1
i,L SAIt W, a:A.
;;Table 3: Attachement Resistance Expressed as a Moment -M (ft -Ibf)
for Screw -On or Mortar /Adhesive Set 5 stems
Tile Application Attachment Resistance
Att idldek ttillih'9' Clay roof
o
Adhesive Set'
Mortar Set
One Screw
37.3
26.4
25.9
1 s :`Avptlittji >yveight 25grams (0.0551 Ibs)
DATA FOR ATTACILWENT
CALCULATIONS
Page 6 of 8
�T 11Vt ►IA's. t'%.1RAV? rmrNQ
Product Control No.: 9K- 1105.02
Frank Zuloaga, RRC
Rooting Product Control Examiner
ACC071C cry VVJ A7:CT 1114 RR /Q7 /C0
o nA 1'Dh
xrar DItZU tl,
,.F BIRD STOP
PROFILE DRAWINGS
PANAMA SPANISH "S"
CLAY TILE
2"
NAIL HOLE
AACIBLOCK SPANISH "S" ROOF TILE
Page 7 of 8
rrvauc< <..v+%uvt OW.. 7o -1 1w.1./h
GABLE - RAKE
u oaga, RAC
Roofing Product Control Examiner
'TAUT It/V1 'T r1R/1V 1. Rov10 OnnAY or. enc.. t'VJ 117 • nT 1111 Pit Th /en
C.A.F. Materials Corporation
1361 Alps Road
Wayne NJ 07470
Expires: l 1/04/2003
A p p roved : 06/29/2000
ROOFING SYSTEN1 APPROVAL
Routine
BUILDING CODE COAIPLIANCR &ACE
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET. SUITE 1603
MIAMI. FLORIDA 33130.1563
(305) 375-2901 FAX (305) 3
CONTRACTOR LICENSING SECTION
17031 373.2527 FAX (305) 375.255;
CONTRACTOR ENFORCE.IENTSECTION
0051 375.2966 FAX (3051 375-2903
PRODCCT CONTROI. DIVISION
Your application for Product Approval of: (305/ 3 FAX (305) 372.6339
G -1 F Conventional Built -Up Roof Systems for Wood Deck.
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
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 BCCO that this product or material fails to meet the requirements or the South Florida Building_
Code.
PRODUCT CONTROL NOTICE OF ACCEPTANCE
The expense of such testing will be incurred by the manufacturer.
Acceptance No.:00-0331.15
MIAMII -DADE COUYE'4
METRO -DADE FL,' GLER <l<U
Raul Rodricuez
Chief Product Control Division
TIIIS IS TIIE COVERSIIEET, SEE .ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE & PRODUCT REVIEW CO\I\IITT[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 Count`, Florida under the conditions set forth above.
F -
:rancisco . Quintana. R.A.
Director
I oI'32 \lianii -Dade County
Building Code Compliance Office
r�: \F ,\IAT(RI,tLS COIZI onATIo\
Cate -ory:
Sub - Category:
Deck Type:
fvlaximunt Desiign Pressure
Fire Classification:
Product
GAF Asphalt
Concrete Printer
GAF Mineral Shield®
Granules
GAF WeatherCoat®
Emulsion
GAF Premium
Fibcred Aluminum
Roof Coating
GAF Jctblak All
Weather Plastic
Cement
RU(3EROID®
Modified Bitumen
Flashing Cement
Jctblack Premium
Flashin
GAFGLAS H75
GAFGLAS H30
Ultima Base Sheet
GAFGLAS Ply 6®
3 sq. roll
75 Ib. roll
2 Sq. Roll
70 lbs. /roll
5 sq. roll
45 Ib. roll
ROOFING S \'S 1'I•; \I f\1'I'ROV: \ L
Ituul
13UR
Wood
-75 psi
Sec General Limitation ill
: \c<cptance ■:■t 911 !1331.13
:\pplo■ a l Datc .tune 2'). 2000
Expiration D:ue: November U - 2UO3
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED IIY AITLIC:\tNT:
1)intcnsions
5. 55 gallons
Test
Sltt_cilicatiun
Product
Description
A S i\:I 1) 41 Asphalt concrete printer used to promote
adhesion of asphalt in built -up roolint!.
60 Ib. bags ASTt\1 D 1 S63 Granules for surfacinu of exposed asphalt,
cold process cement or emulsion. GA
fvlineral Shield(, Granules shall be used
for flashing applications only.
AST&I 1227 Surface coating for smooth surfaced roofs.
ASTtil D 2S24 Fibered aluminum cumin..
5 gallons
1.5 gallons
I, 5 callous
5 gallons
5 gallons
ASTM D 3019
ASTM D 3409
Refined asphalt blended \vitlt a mineral
stabilizer and fibers. Permits adhesion to
wet and dry surfaces.
ASTM D 45S6 Fiber reinforced. polymer modified
Flashing cement
ASTM D 4586 Asphalt flashing Cement
ASTM D 4601
ASTM D4601
ASTM D 2173
2 of 32
Asphalt impregnated and coated glass nt:
base sheet.
Asphalt intprecnated and coated. fiberglass
base sheet
Type VI asphalt impregnated ,lass Dell
with asphalt coating.
Fran - Zuloaga, RRC
Roofing Product Control Examiner
Product
GAFGLAS Flex
PIyTM 6
GAFGLAS Ply 4®
GAFGLAS®
Mineral Surfaced
Cap Sheet
GAFGLA
STRATAVENT®
Perforated
GAFGLAS® Flashing
GAFGLAS®
STRATAVENT
Nailable
RUBERO[D Modified
Base Sheet
GAFTENIP®
Isotherm R
Tapered GAFTENIP®
Isotherm R
GAFTEMP Isotherm
RA
Tapered GAFTEMP
Isotherm RA
GAFTEMP Isotherm
RN
Tapered GAFTEMP
Isotherm RN
Test
Dimensions Specification
5 sq. roll ASTM D 2178 Type VI asphalt impregnated glass felt
45 Ib. roll with asphalt coating.
5 sq. roll ASTM D 2178 Type IV asphalt impregnated glass felt .,9
76 Ib. roll ASTM D 3909 Asphalt coated, glass fiber mat cap sheet
surfaced with mineral granules.
60 Ib. roll
various
69 Ib. roll
3 sq. roll
67 lbs.
various
various
various
various
various
various
ASTM D 489
D 3672
3 of 32
Product
Description
ASTM D 4897 Fiber glass base sheet impregnated and
D 3672 coated on both sides with asphalt.
Surfaced on the bottom side with mineral
granules embedded in asphaltic coating •
with factory perforations.
Asphalt coated glass fiber mat flashing
sheet available in three sizes.
Fiber glass base sheet impregnated and
coated on both sides with asphalt.
Surfaced on the bottom side with mineral
granules embedded in asphaltic coating.
ASTM D460I, Premium glass fiber reinforced SBS-
Type [l, UL modified base sheet
Type G2 BUR
PA 110 Polyisocyanurate foam insulation.
PA 110 Tapered Poi} isocvanurate foam insulation
PA 110 Polyisocyanurate foam insulation
PA 110 Tapered Polyisocyanurate foam insulation
PA 110 Polyisocyanurate foam insulation
PA 110 Tapered Polyisocyanurate foam insulation
Frank Zuloaga, RRC
Roofing Product Control Examiner
Product
GAFTEMP®
Composite
Tapered GAFTEMP®
Composite
GAFTEMP®
Composite A
Tapered GAFTEMP®
Composite A
GAFTEMP®
Composite N
Tapered GAFTEMP®
Composite N
GAFTEMP®
Fiberboard
GAFTEMP®
Permalite.
G.AFTE,N1P Recover
Board
G.A FTE,N1 RF
High Density
Fiberboard
GAFTITE® #12
Standard
Roofing Fastener
GAFTITE® #14
Heavy Duty
Roofing Fastener
GAFTITE ASAP
Test
Dimensions Speci ficatio n
various .
various
various
various
various
various
various
various
1/2" thick
various
4 of 32
PA 110
PA 110
PA 110
PA 110
PA 110
PA 110
Product
Description
Polyisocyanurate foam insulation with
high density fiberboard or Permalite perlite
insulation.
Tapered Polyisocyanurate foam insulation
with high - density fiberboard or Permalite
perlite insulation.
Polyisocyanurate foam insulation with
high density fiberboard or Permalite perlite-
insulation.
Tapered Polyisocyanurate foam insulation_
with high density fiberboard or Permalite
perlite insulation.
Polyisocyanurate foam insulation with
high density Fiberboard or Permalite perlite
insulation.
Tapered Polyisocyanurate foam insulation
with high density fiberboard or Permalite
perlite insulation.
PA 110 Fiberboard insulation.
PA 110 Perlite insulation board.
PA 110 Perlite recover board
PA 1 10 High density wood fiberboard insulation.
PA 114 Insulation fastener for steel and plywood
decks.
PA 114 Insulation fastener for steel, wood and
concrete decks.
PA 114 Pre - assembled GAFTITE Fasteners and
metal and pla
ran Zuloaga, RRC
Roofing Product Control Examiner
O.nrltlCt + r I
Product
RUBEROID®
TORCH FR
, Product
GAFTITE® Base
Sheet Fastener and
Plate
Galvalume Plates
NTB Fasteners
Polypropylene Plates 3" and 3 'A"
Ruberoid® 20
Ruberoid® Mop
Granule
RUBEROID MOP
Smooth
RUBEROID® MOP
PLUS
RUBEROID® MOP
170FR
RUBEROIDG MOP
FR
RUBEROID®
TORCH Smooth
RUBEROID®
TORCH Granule
RUBEROID®
TORCH PLUS
imensions
3 /4 sq. roll
90 lbs.
Test
Dimensions Specification
PA 114
3" and 3 '' "
1.5 sq. roll
95 lbs.
l sq. roll
103 lbs.
1 sq. roll
87 lbs.
1 sq. roll
102 lbs.
I sq. roll
103 lbs.
1 sq. roll
105 lbs.
1 sq. roll
87 lbs.
1 sq. roll
102 lbs.
% sq. roll
93 lbs.
Test
Snecification
ASTM D 5147
Product
Descriintion
Heavy duty, polyester reinforced, coated
with fire retardant asphalt modified
Product
Description
Base sheet fastening assembly.
PA 114 Round galvalume stress plates.
PA 114 Fastener foi use in gypsum, tectum and
lightweight insulating concrete decks.
PA 114 Round polypropylene stress plates.
ASTM D 5147 SBS modified asphalt base sheet and
interply sheet reinforce with a glass fiber
mat.
ASTM D 5147 Non -woven polyester mat coated with
polymer modified asphalt and surfaced
with mineral granules.
ASTM D 5147 Non -woven polyester mat coated with
polymer modified asphalt and smooth
surfaced.
ASTM D 5147
ASTM D 5 147
AST`I D 5147
ASTM D 5147
ASTM D 5147
ASTM D 5147
5of32
Non -woven polyster mat coated with
polymer modified asphalt and surfaced
with mineral granules.
Non -Woven polyester mat coated with fire
retardant poll; er modified asphalt and
surfaced with mineral granules.
Non -Woven polyester mat coated with fire
retardant polymer modified asphalt and
surfaced with mineral granules.
Heavy duty, polyester reinforced, asphalt
modified bitumen membrane, smooth
surface.
Heavy duty, polyester reinforced, asphalt
modified bitumen membrane, granule
surface.
Heavy duty, polyester reinforced, asphalt
modified bitumen membrane
surface
TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS:
Pyrox
ACFoam 1
ACFoam 11
Test
Product . Dimensions Specification
various
various
Anchorbond
Fastener
Dekfast Fasteners
i4
Dekfast Hex Plate 2 7/3" x
3 1/4"
Dekfast Lock Plate 3" x 3 1/4"
8 of 32
insulation
Product
Description
PA 110 Polyisocyanurate foam
insulation
PA 110 Polyisocyanurate'foam
insulation
various PA 110 Polyisocyanurate foam
insulation
Hy -Therm Nail -line various PA 110 Polyisocyanurate foam
insulation
Hy -Therm SP various PA 110 Polyisocyanurate foam
insulation.
Hy -Therm AP various PA 110 Polyisocyanurate foam
insulation
Hy -Therm Stable R various PA 110 Polyisocyanurate foam
insulation
Hy -Therm White various PA 110 Polyisocyanurate foam
Line
PA 114 Insulation fastenin_
assembly
PA 114 Insulation fastener for steel
and concrete decks
PA 114 Galvalume hex stress plate.
PA 114 Polypropylene locking plate.
Manufacturer
Apache Products Co.
(with current PCA)
Atlas Energy
Products
(with current PCA)
Atlas Energy
Products
(with current PCA)
Celotex Corp. '
(with current PCA)
Celotex Corp.
(with current PCA)
Celotex Corp.
(with current PCA)
Celotex Corp.
(with current PCA)
Celotex Corp.
(with current PCA)
Celotex Corp.
(with current PCA)
Construction
Fasteners Inc.
(with current PCA)
Construction
Fasteners Inc.
(with current PCA)
Construction
Fasteners Inc.
(with current PCA)
u oaga, RRC
Roofing Product Control Examiner
Product
Dekfast Fasteners
#14
Dekfast Fasteners
#12
ISO 95+ Composite
Asphalt
Asphalt Primer
Pelite /Urethane
Composite
Perlite Insulation
Polyethylene
Red Rosin
Rooting Nails
Tin Caps
MB aluminum roof
coating
Dens -Deck
Test
Dimensions Specification
various
4 mil min.
various
Minimum .4
12
Min. 32 ga. x
1)/g
various
PA 114
PA 114
PA 110
ASTtvtD41
EPS various PA 110
High Density Wood various PA 110
Fiberboard
various PA 110
PA 110
PA 114
PA 121
PA 110
Product
Description
Insulation fasteners for
concrete decks
Insulation fastener for steel
and wood decks.
Polyisocyanurate / perlite
ridged insulation
ASTM D 312 Type III or IV Hot asphlat
bitumin adhesive
Asphalt Primer
Extruded polystyrene
insulation
Wood fiber insulation board
Perlite / urethane composite
board insulation
Perlite insulation board
Vapor barrier / Air barrier
Rosin paper for barrier la\er
on wood decks
Corrosion resistant annular
ring shank nails
Corrosion resistant circular
discs.
Aluminum roof coating
9of32
Gypsum insulation board.
Manufacturer
Construction
Fasteners Inc.
(with current PCA)
Construction
Fasteners Inc.
(with current PCA)
Firestone
(with current PCA)
generic
generic
generic
generic
generic
generic
generic
generic
generic
generic
Grundy Industries
(with current PCA)
Georgia Pacific
PCA
(with curre
• a. ���p��
Frank Zuloaga, RRC
Roofing Product Control Examiner
Test
Pro duct Dimensions Snccification
•# 12 Roofgrip
/014 Roofgrip
Gripdek Fastener
Hexcel Fastener
Hextra
Standard Plastic
Plate
ISO 95+
E'NRG'Y -2
ISORoc
Olympic Standard 3" round
Olympic Fastener
»l4
Olympic
Polypropylene
3" round
various
various
various
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 fastener and metal
or plastic plate
PA 114 Polyolefin plastic plate
PA 110 Polyisocyanurate foam
insulation
PA 110 Polyisocyanurate foam
insulation
PA 110
PA 114 3" round galvalume
.AZ55 steel plate
PA 114 Insulation fastener
3.25" round PA 114 Polypropylene
plastic plate
10 of 32
Product
Description
Polyisocyanurate foam /
rockwool composite
insulation
O --
Manu u' ,
ITW Buildex
(with current RCA)
ITW Buildex
(with current PCA)
ITW Buildex
(with current PCA)
ITW Buildex
(with current PCA)
ITW Buildex
(with current PCA)..
ITW Buildex
(with current PCA)
Firestone
(with current PCA)
NRG Barriers, Inc.
(with current PCA)
NRG Barriers, Inc.
(with current PCA)
Olympic
Manufacturing
Group, Inc.
(with current PCA)
Olympic
Manufacturing
Group, Inc.
(with current PCA)
Olympic
Manufacturing
Group, Inc.
(with current PCA)
Frank Zuloaga, RRC
Roofing Product Control Examiner
Test
Product Dimensions Snecitication
,Rawl Fasteners
#14
Rawl 2 ", Plate 2" round
Rawl 3" Plate 3" round
Rawlite 3" Plate 3" round PA 114 3" round galvalume AZ55
steel plate for use with
Rawlite fasteners
Super Prep II PA 121 Roof coating Thermo- Materials,
Tru -Fast DL PA 114 Insulation fastener for steel, Tru -Fast
or wood (with current PCA)
Tru -Fast Plastic 3.04" round PA 114 3.04" round polyethylene . Tru -Fast
Plate plastic plate (with current PCA)
Tru -Fast MP -3 3.23" round PA 114 3.23" round galvalume Tru -Fast
AZ5O steel plate (with current PCA)
Tru -Fast HD PA 114 . Insulation fastener "r ' s. Tru -Fast
in wood, steel or concrete (with current PCA)
decks
Tru -Fast Ultra PA 114 Stainless Steel fastener for Tru -Fast
use in steel, wood and (with current PCA)
concrete decks
Tru -Fast DP
Tru -Fast TP
Structodeck
various
PA 114 Insulation fastener for use in
steel, wood or concrete
PA 114 2" round galvalume AZ55
membrane plate
PA 114 3" round galvalume AZ55
steel plate
PA 114 Insulation fastener for use in Tru -Fast
steel or wood decks (with current PCA)
PA 114 Insulation fastener for use in Tru -Fast
steel or wood decks (with current PCA)
PA 110 High density wood fiber
12 of 32
Product
Description
Manufacturer ..
The Rawlplug
Company Inc.
(with current PCA)
The Rawlplug
Company Inc.
(with current PCA)
The Rawlplug
Company Inc.
(with current PCA)
The Rawlplug
Company Inc.
(with current PCA) •
Inc.
(with current PCA)
Wood Fiber
ndu
'th cu ent PCA)
Frank Zuloaga, RRC
Roofing Product Control Examiner
EVIDENCE SUBMITTED:
Test Aecncv
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.
Dynatech Engineering
Corporation
Dynatech Engineering
Corporation
Test Identifier
FMRC 1996
J.I. 1 V8A4.AM
J.I. 2B8A4.AM
J.I. 3B9Q1.AM
J.I. ODOA8.AM
J.I. OD I A8.AM
J.I. 0Y9Q5.AM
J.I. 3X3A2.AM
J.I. 0Y9Q5.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 1 1 4
Date
01.01.96
06.28.93
07.02.97
01.08.98
07.09.99
07.29.94
04.0 1.98
Frank Zuloaga, RRC
Roofing Product Control Examiner
�!F.�r- iTClzl: \LS CORPORATION
Deck Typ 1: Wood, Non - insulated New Construction or Rer-o
Deck Description: "/ " or greater plywood or %wort plank decks
System Typ A(2): Base sheet mechanically fastened.
All General and System Limitations shall appl
Base Sheet:
Ply Sheet:
GAFGLAS® ll75 GAFGLAS !180 (Jltinta 13asc Sheet,
GAFGLAS® PLY 6®, GAFGLAS FIexPIy, � GAFGL:�s� PLY 40, RUI3EROID Modified Base Sheet or �Af(�LAS4� S fR:11': \VENTQc� Nailablc,
RUI 20 applied to the deck with
approved annular ring shank nails and minimu 1
o.c, at the la ��� S, ,� tin caps at a fastener spacing of 9" P, I o.c. in Iwo row '
field. s sta�,� a the center line of the s in the
T, �; or three plies of GAFGLAS(P) PI.
6® Y •:.);), GAFCI._A : FlexPIy 6 or GAF(;!. S t
P y sheet adhered in a full mopping nfapp ro�'c . i I I• t'
range and at a ralc of 20 -4� / asl t alt applied within the I'V I
(Optional) One ply of GAFGLASO Mineral Surfaced Cap Sheet adhered in a
mopping of approved as
Cap Sheet:
asphalt a
pplied within tltc EV T ran tr
' - - �, and at a rate of 20
Surfacing: (Required if no cap sheet is used) Install one of the following:
I.GAF WEATHER COAT® Emulsion with an application rate of gal. /sq.; or GAF
Premium Fibercd Aluminum Roof with an application rate of 1 .5 al. /sr ..
2. Asphalt flood coat at an application rate of 60 lbs. /s ± ? ° g l
an application rate of 400 lbs. /s q. 3c 300 lb `�' 0 %: plus gravel or slag �vitlt
s. /sq., respectively.
Maximum Design
Pressure:
-45 psf. (See General Limitation M7)
16 of32
Acceptance i`to: 0 0.0331.i 5
Maximum Fire
Classification: See General Limitation ft I ,
Maximum Slope: See General Limitation 1 . ti
Specification No.: N- B -3 -G, N- B -J_C, N_B_J -M, N-
'
N N- B -5 -C, N B- 5- C /PC,N B 5 N B 5 -G/ 6 5 -M, N B-5- N 4 - C.
avt /f 6 6
Frank Zuloaga, RRC
Roofing Product Control Examiner
31 of 32
GENERAL LIMITATIONS:
Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials
Directory for tire ratings of this product.
2 Insulation may be applied in multiple layers. The first layer shall be attached in compliance with
Product Control Approval guidelines. All other layers shall be adhered in a frill mopping of
approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or mechanically
attached using the fastening pattern of the top layer.
3 All standard panel sizes are acceptable for mechanical attachment. When applied in approved
asphalt, panel size shall be 4' x 4' maximum.
4 An overlay and /or recovery board insulation panel is required on all applications over closed cell
loam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet,
may be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip
mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet
allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break
shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either
system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited
to a maximum design pressure of -45 psf.
5 Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value
of 275 Ibf., as tested in compliance with TAS 105. If the fastener value, as field- tested, is below
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 listed
within the specific system. Should the fastener resistance be less than that required, as determined
by the Building Official, a revised fastener spacing, prepared. sighed and sealed by a Florida
Registered Engineer or Architect may be submitted. Said revised fastener spacing utilize the
withdrawal resistance value taken from Miami -Dade Protocol TAS 105 and calculations in
compliance with Miami -Dade Rooting Application Standard RAS 11
7 Perimeter and corner areas shall comply with the enhanced uplift pressure of these areas, as
calculated in compliance with Chapter 23 of the South Florida Buildin., Code. Fastener densities
shall be increase for both insulation and base sheet as needed calculated in compliance \%ith
Mlianii -Dade Roofing Application Standard TAS 1 17. (When this limitation is specifically
rcfcrrcd %vithin this NOA, General Limitation #9 will not be applicable.)
8 All attachment and sizing of perimeter hailers, metal profile. andlor tiashin_ termination desicns
shall conform with Mianii -Dade County Roofing Application Standard 'LAS ! 11 and the \\ind lead
requirements of Chapter 23 ofthe South Florida Building Code.
9 The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e.
field. perimeters, corners). No rational analysis, nor extrapolation shall be permitted for enhanced
fastening at enhanced pressure zones (i.e. perimeters, extended corners, and corners). (When this
limitation is specifically referred within this NOA, General Limitation #7 will not be
applicable.)
Frank Zuloaga, RRC
Rooting Product Control Examiner
CAF %IATE'RIALS CORPORATION Acceptance i'uu. uu- ua., . �.•
Wood Deck System Limitations:
I A slip sheet is required with Ply 4® Flex PIy 6 and Ply 6® when used as a mechanically
fastened base or anchor sheet.
2. ' /•_ Type X gypsum board is acceptable to be installed directly over the wood deck..
30 of 33
Frank Zuloa;a, RRC
Rooting Product Control Examiner
GAF MATERIAL t rnrut A i wt�
NOTICE OF ACCEPTANCE STANDARD CONDITIONS
l Renewal of this Acceptance (approval) shall be considered after a renewal application has been
filed and the original submitted documentation, including test supporting data, engineering
documents, are no older than eight (8) years.
2 Any and all approved products shall be permanently labeled with the manufacturer's name, city,
state, and the following statement: "Miami -Dade County Product Control Approved ", or as
specifically stated in the specific conditions of this Acceptance.
3 Renewals of Acceptance will not be considered if:
a) There has been a change in the South Florida Building Code affecting the evaluation of this
product and the product is not in compliance with the code changes;
b) The product is no longer the same product (identical) as the one originally approved;
c) If the Acceptance holder has not complied with all the requirements of this acceptance,
including the correct installation of the product;
d) The engineer who originally prepared, signed and sealed the required documentation initially
submitted, is no longer practicing the engineering profession.
4 Any revision or change in the materials, use, and /or manufacture of the product or process shall
automatically be cause for termination of this Acceptance, unless prior written approval has been
requested (through the filing of a revision application with appropriate fee) and granted by this
office.
5 Any of the following shall also be grounds for removal of this Acceptance:
a) Unsatisfactory performance of this product or process;
b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any
other purposes.
6 The Notice of Acceptance number preceded by the words 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 times. The copies need not be resealed by the engineer.
8 Failure to comply with any section of this Acceptance shall be cause for termination and removal
of Acceptance.
9 This Acceptance contains pages ND OF THIS ACCEPTANCE
32of32
r
J E
Frank Zuloaga, RRC
Roofing Product Control Examiner
, at 1.
ils).
at 1 -1/4
s P.
at 1 -1/2
2 gal /sq
e-'. at 1.2
al sq (12
:eel at 50
:6dry
at 50
at 30
-ores,
?n'
at 50
at 1.2
d at4
..- r•�»... ...WULA nw arstrs tvuwur comas) applies*
at 1 ga1/eq ae ".GraOilex UA-60", applied at 1 -1/4 gal /sq (12 dry mils).
$. Deck NC incline: l/4
Foam: "P )(min "Poly Spedal" with "Polyfoam 2517 or "Poly - •
,)lase Coat . One or two applications " Gacoflex UB -64 ", 1 gal/
application (12 -24 dry mils).
Surfadngr Gacoflex 1)A-65" Series 1 gal /sq or " Gacoflex UA -60",
applied at 1 -1/4 gal /sq (12 dry mils).
9. Deck: NC Incline: 1/4
Foam: "Poly -Iso" or "Poly -Iso Special" with "Polyfoam 251" or "Poly -
foam 303 ", 1 in. min.
Base Coat: 'One or two applications "Gacoflex UB- 7050", applied at 1
gal /sq /application or three applications, applied 1 -1/4 gal /sq/
application•(16 -32 dry mils).
Surfacing: "Gacoflex UA -65" Series (various colors), applied 1 gal/
(12 dry mils). •
Deck: NC Incline: 1/2
Foam: "Poly -Iso" or "Poly -Iso Special" with "Polvfoam 251" or "Pol
foam 303 ", 1 in. min.
Base Coat: One or two applications "Gacoflex LB- 7050 ", applied at 1
gal /sq /application or three applications, applied 1-1/4 gall sqi
application (16 -32 dry mils).
Surfacing: "Gacoflex LA-60" Series (various colors), applied I galls
(15 dry mils).
Deck: NC Incline: 2
Foam: "Poly -Iso" or "Poly -Iso Special" with " Polyfoam 251" or "Polv-
foam 303 ", 1 in. min.
Base Coat: "GacoSil 5- 1000 ", applied at 1 gal; sq (10 dry mils).
Surfacing: " Gacoflex S- 1000 ", applied at 1 gal. sq (10 dry mils).
:. Deck: NC Incline: 1
Foam: "Polyfoam 251" or "Polvfoam 303 ", any thickness.
Surfacing: 'Gacotlex I. re- Shield 7007 ", 40 dry mils.
:. Deck: NC Incline: 2
Foam: "Polvfoam 275 ", any thickness.
Base Coat: '"Gacotlex A- 6211 ", 1 -1/2 galisq (14 dry mils).
Surfacing: "Gacotlex A- 6200" series (various colors), 1 -1/2 gal /sq (14
dry mils).
:4. Deck: NC Incline: 2
Foam: Polyfoam 251. "Polvfoam 275" or "Polyfoam 303 ", any thickness.
Base Coat: One or :.vo applications "Gacoflex LB- 7050 ", applied at 1
gal • sq. /application ! :6 -32 dry mils!.
Surfacing: One appi:cation of "Gacotlex A -55 Series" (various colors),
applied at 1-1 2 gal, sq. (13 dry mils).
Deck: NC Incline: 1 4
Foam: "Polyfoam 231", "Polvfoam 273" or "1 olyfoam 303". any thick-
Base Coat: •Gacorler 1.. -64. " applied at 1 -1 2 zai sq. 'IS dr: mi;s
Trowel Coat: _ mesh crushed walnut shells mt\ed a: a rate of
l'c ;al with Gacotlex LB -b4,'• applied at 1 -1 = ,al. sq or "Gat: rk.
6 -01' app::e: a: 1-1 '2 gal sq IS dry mils! fo(!o•Aej by the broadc s:
application or 3' ") mesh crushed walnut shells applied at 7 -8 lb s,
Surfacing: "Gacotlex U -66`, applied at 1 2 Sal sq. (6 dry mils).
;AF MATERIALS CORP
1361 ALPS RD, WAYNE NJ 07470
RUBEROID 20" or "RUBEROID Modified Base Sheet" may be utilized as an
.:ernate to Type G2 base sheets in any of the following Classifications.
i :'2 in. thick (min) gypsum board or 1/4 in. thick (min) Georgia -Pacific
Jens - Deck®" overlayment board may be used in any existing noncombus-
.i le deck Classification. When this is done, the resulting roofing system is
tcceptab: use over combustible (15/32 in. min) roof decks. The joints in
" : ! • and overlayment board are offset 6 in. with the ,joints in the
is part of the roof system, it must be placed below the
plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to
hot asphalt.
tavent Nailable Base Sheet" may be mechanically attached
over noncombustible decks and as a recover over existing roof
R1306
lite Insulation may be utilized as a cover board over "EVER-
,; lion in any of the following systems.
LT FELT SYSTEMS WITH HOT ROOFING ASPHALT
riotts Tye G2 asphalt glass mat base sheet ( "GAFGLAS f#75 Base Sheet" or
;;.PGLAs #$(1 Premimum Base Sheet" ) is a suitable alternate for Type GI
:'halt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6" ) in the
sq /
sq
v-
q
LOOK FOR THE UL MARK ON PRODUCT
tjase4, 'mg ttoot systems idle bo on►, •: ,•c; ; ; • Fs.,,
d ui :iii j► Bret be coveted titilt a ( •
•
sheet "GAItGLAS ShitaVent (Vent -P1) mopped (Vent- ) for ni l/able decks". Perforated to pailable
attadted granule side down .
As an on Type C2 asphalt glass mat base sheet ( "GAFGUS 1
Sheet", " AFGLAS 180 Premium Base Sheet" or "GAFGLAS Strata.
(Vent -Ply) for nailable decks" ) may be substituted for GI asphalt
t
e she eting F Ply 4" or "GAFGLAS Ply 6" ) as the nailed � p
Bottom ply or base sheet may be solid mopped, spot mopped or
cally fastened.
Unless otherwise indicated, all insulations may be hot mopped or media
cally fastened.
"GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the
Class A, B or C systems listed below.
When "perlite" is referenced, this includes "GAFTEMP PER.MALfTEM" or
any other UL Classified perlite insulation.
Crushed stone or slag are suitable alternates for gravel in any of the Class A.
B or C systems listed.
Structural cement fiber building units are considered suitable to be included
as a deck in the following Class A, B or C systems listed over C -15/32 or NC.
The use of gypsum board under anv of the following Class A, B or C systems
does not adversely effect the rating. The use of 1 /2 in. min gypsum board is an
acceptable alternate for insulation over C -13/32 decks.
The use of polystyrene insulation board between min 3/4 in perlite board
and deck with rosin paper (perlite /rosin paper 'polystyrene /perlite) is a
suitable alternate for isocyanurate board in the following Class A, B or C
systems.
"GAFTEMP Isotherm RA ", "GAFTENIP Tapered Isotherm RA" and
"GAFTEMP Composite A" mast he substituted for any isocyanurate insulation
in any of the following Classifications.
Trumbull "Perma Mop" may be utilized with any of the following "Asphalt
Felt Systems with Hot Roofing .Asphalt ".
GAFGLAS #80 Premium Base Sheet may he used in any of the following
systems.
"GAFgglas Flex Ply 6" is a suitable alternate to "GAFglas Plc 5 ".
"GAFTEMP Permalite Recover Board" may be used in lieu of any perlite
insulation in any of the following NC Classifications .
Class A, B and C
Hot roofing asphalt, for use with organic and glass felts of modified bitumen
membranes.
"Ruberoid Heat Weld" SBS roofing memhrar.er may be used in lieu .f
"Ruberoid Mop" SBS products in any applicable Classification.
Class A
1. Deck: C- 15:32 Incline: 3
Insulation (Optional): One or more layers Feriae. :coed fiber.
fiber isocyanurate. .:rethare perlite .sec . :rr - suit per,.:.
.urethane : omposite. wood fiber !srcya iura'. r.e co r,'si :y. - new-,•:),..,.
:hickr.ess.
Ply Sheet: Three or ...,'re layers T•.pe ..: = :,.y.
'G.AFGLA: Ply hot :a;, pre:;.
Surfacing: Grave!
Deck: C -15 32 Incline: 2
Insulation (Optional): One )r more layers per;ite.:.'cd fiber. e!!as4
fiber, isoc■anurate, urethane. perlite !soiyanur3te composite. 7erlt•e
urethane composite, wood fiber isoc:anurate composite. rhenoitc. any
thickness.
Ply Sheet: Three or more lacers Type GI "GAFGLAS Ply 4" or
"GAFGLAS Ply 6".
Cap Sheet One laver Type G3 "GAFGLAS Mineral Surfaced Cap
Sheet".
3. Deck: NC Incline: 2
Insulation (Optional): One or more layers perlite, wood fiber. glass
fiber isocyanurate, urethane, perlite / isocyanurate composite, perlite/
urethane composite, wood fiber/ isocyanurate composite, phenolic, 2 in.
MAX.
Ply Sheet Two or more layers Type GI "GAFGLAS Pty 4" or "GAF-
GLAS Ply 6 ".
Cap Sheet One layer Type G3 "GAFGLAS Mineral Surfaced Cap
Sheet".
4. Deck: NC Incline: 1/2
Insulation: One or two layers "Isotherm R ", 4 in. max, hot mopped.
Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber
rnat system.
5. Deck: C -15/32 Incline: 1
Slip Sheet (Optional): Red rosin paper, nailed to deck.
170 j ROOF COVERING MATERIALS (TEVT)
•
. Roofing Systems (TGFU)— Continued
Base Sheet: One layer of Type G2 "GAFGLAS #75 Base Sheet" (may be
nailed).
Fly Sheet One or more layers of Type Gl "GAFGLAS Ply 4" or
GAFGLAS Plv 6'.
Car$heet One layer of Type G-3 "GAFGLAS Mineral Surfaced Cap
6 '
pNC Incline: 3
> Sheet One layer of Type G2 "GAFGLAS *75 Base Sheet ".
Ply Sheet One or more layers of Type GI "GAFGLAS Ph' 4" or
GAFGLAS Ply 6'
C Sheet: One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap
• Sheet '
7. Deck: C-15: 32 Incline: 2
insulation: One or more layers perlite, glass fiber, isocvanurate. ure-
thane. perlite isocvanurate composite. perlite. urethane composite, phe-
nolic, 1.0 in min )offset from plywood joints 6 in.).
Base Sheet: One or more lavers of Tvpe G'.. G2 o: G3.
Membrane: One or more lavers of "Ruberoid Torch' ::tooth or
granule), "Ruberoid Torch Plus" tgranulet. "Ruberoid Mor" smooth or
granule) or "Ruberoid Mop Plus" (granule). Sheet". mopped
Cap Sheet: "G.AFGL.A5 Mineral Surfaced Cap'S p1
Des
k C -15 Incline: 2
t
Insuidtion )Optional): t.. or nu,re lavers perlite .nod filer. glass
fiber, u'cvanurate, urethane. perlite • isocvanurate composite. perlite
urethane composite. wood fiber isocvanurate compoate phenolic, any
thickness.
Base Fheet: Two or more lavers of Tvpe G2 or G3.
m Sheet (Optional): One or more layer-: of Tvpe Gi.
Membrane: One or more lavers of "Ruberoid Torch smooth or
granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or
_ranule) or "Ruberoid Mop Plus" (granule).
Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped.
Class B
Deck: C -13. 32
Incline: 3-1;2
Insulation (Optional): One or more lavers perlite, wood fiber, glass
fiber, isocvanurate, urethane, perlite. isocvanurate •composite, perlite/
urethane composite, wood fiber / isocvanurate composite, phenolic, any
thickness.
Ply Sheet: Two or more layers of Tvpe GI "GAFGLAS Plv 4" or
"GAFGLAS Plv 6•'
Cap Sheet: Tvpe G3 "GAFGLAS Mineral Surfaced Cap Sheet ". hot
mopped.
2. Deck: C•15. 32 incline: 3 -1 2
'-
Insulation (Optional): One or more lavers perlite, wood fiber, glass
fiber, isocvanurate, urethane, perlite isocyanurate composite, perlite
urethane composite, wood fiber/ isocyanurate composite, phenolic, an
thickness.
Base Sheet: Two or more layers of Tvpe G1, G2 or G3.
Membrane: One or more lavers of "Ruberoid Torch" (smooth or
granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or
granule) or "Ruberoid Mop Plus" (granule).
Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped.
1.
Class C
1. Deck: C-15/ 32 Incline: 1/2
insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocvanurate, urethane, perlite /isocvanurate composite, perlite/
urethane composite, wood fiber / isocyanurate composite, phenolic, any
thickness.
Ply Sheet Three or more layers of Type Gl "GAFGLAS Ply 4" or
"GAFGLAS PI: 6 ".
Surfacing: "Special Roofing Bitumen" 20 lbs/ sq.
COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR
Class A
Deck: C -15/32 Incline: 1/2
Insulation (Optional): One or more lavers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/
urethane composite, wood fiber/ isocyanurate composite, phenolic, any
thickness.
Ply Sheet Three or more layers of Type GI "GAFGLAS Ply 4" or
"GAFGLAS Ply 6 ", hot mopped with coal tar bitumen.
Surfacing Gravel.
fiber, 2 in. max.
Ply Sheet Three or more layers of Type Gl "GAFGLAS
"GAFGLAS Ply 6 ".
Surfacing: Grundy Industries "al MB Aluminum Roof
1 -1/2 gal /sq.
2 Deck: NC Incline: 1
Insulation (Optional): One or more lavers perlite, wood Val /sq.
fiber. isocvanurate. urethane, perlite; isocvanurate composi # C-1 5 / 37
urethane composite, wood fiber isocvanurate composite, phi anU O
ate, lions)) l): : 0
thickness. site, woec
Ply Sheet: Three or more lavers of Tvre GI "GAFGLAS thane compo
"GAFGLAS Piv 6 ic1aeu.
Sheet: Th Weath ree or er me Co
Surfacing: "Weather Coat Emulsion" r.: 3 >:•1 so.
Deck: NC incline: 1 = ;AFGL.�+S Ply 6
•'
Insulation: One or two lavers "Isotherm R in.. hot mop :
Plv Sheet: Any L1 Classified gravel surface:: Class .A asphal: c o the S I se LE P
Deck: 'NC ' Incline: o Vst Ise indicated
' Y
mat System. ,; systems.
insulation ( Optional): L 1 isocvanurate lti oc%anorak. per t:L i,o, m ay , utilize mu p le
Ala -� tit�rr. an• . : e» ..� :: • •: .
nxc anically faster. E'catiOns not
5 f a
mopped. • : ' n g Weater Coat Emul
Ply Sheet: One or more p lte> Tvpe < l .•r C. adhered with �iROrD® hustible Classiticaho Bt:
ur t.
Surfacing: "GAF Prenuum Fibcrcd .Ai :;
n :: m R.•of Coati- 'tio. si" M adhesives
gal i sq or "GAF Weather Coat Emulsion 3 gal • sq. xk Clapssifica\o S 711
Deck: NC Incline: 1 cal As halt ".
Insulation (Optional): Perlite, glass fiber, polvisocyanurate' w l A5 #80 premium
mechanically fastened, am thickness.
Base /Ply Sheet: One or more plies of Type GI or hype G2, ho: s` otherwise indicate
in place. 'ucally fastened with
Coating: "Fibered .Aluminum Roof Coating". d max 2 in. from a
I
6. Deck: NC Incline: 1 rg fasteners. Laps
i Insulation (Optional): Perlite, glass fiber. polvisocvanurate, �� <. moppedon ombustt
Iona) .
Base /Ply Sheet: One or more plies of Type G1 or Tvpe G2. full!. stible (15 / 32 in. mit
with either "Ruberoid Modified Bitumen Adhesive" or "Rubero e.d(e ) Gh rgr
r
tied Bitumen )lashing Cement". may h,
'
Coating: "Fibered .Aluminum Roof Coating ". 1-1 - 'al' sq• GUARD" r barrio~ imav
- Deck: C 13:32 Incline: 1 1te A any insu oc
Base Sheet: One or more plies Tvpe G. mechanically fastener flume may be u
Ply Sh T or more plies Type GI. hot mopped in place Stratavent Perfor.
Coatings: "Fibered .Aluminum Root Coating ". 1 -1 • = gal; sq. of the following
fiber, isocyanurate. urethane, perlitei isocvanurate composite,
Class B
1. Deleted eck: NC
Deck: C -15 i 32 Incline: insulation: One
Insulation (Optional): One or more layers perlite. wood fibe fast:
Membrane: An`
mechanically fastened, any thickness.
urethane composite, wood fiber / isocvanurate composite, phenos Rive'
thickness. ►eck: C 15132 Gra "R
Ply Sheet: Three or more lavers of Tvpe Gl "GAFGLAS Phlation: g Per
"GAFGLAS Ply 6 ", hot mopped. Membnrane
Surfacing: Grundy Industries "al MB Aluminum Roof Coating' Surfad
gal /sq. ibs /sq and spar ‘ 2
3. Deck: NC Incline: 2 ) NG
Insulation (Optional): One or more layers perlite, wood 6betl
fiber, isocyanurate, urethane, perlite /isocvanurate composite, FBasead (Ol
"GAFGLAS Ply 6".
urethane composite, wood fiber /isocvanurate composite, phenol em Gr
thickness. }) eJc C -151
Ply Sheet Three or more layers of Tvpe Gl "GAFGLAS Pl ' h n (O!
Membrane• '
Surfacing: "Weather Coat Emulsion AF" at 1 -1 /2 gal /sq. Mlip Sheet
Class C
1. Deck: C -15/32 Incline: Unlimited Surfacing
Insulation (Optional): One or more layers perlite, wood fiber of Qua NC a (`
fiber, 2 in. max.
Ply Sheet Three or more layers of Type Gl "GAFGLAS Ply In5ul tiCon V
"GAFGLAS Ply 6 ".
5.
LOOK FOR THE UL MARK ON PRODUCT
ROOF COVERING MATERIALS (TEVT)
Roofing Systems (TGFU)— Continued
COMBINATION HOT AND COLD SYSTEMS
Class A
Deck: NC Incline: 2
Insulation (Optional): One or more layers perlite, wood
ofing
go System
rfachig Grundy lndiistri
1212 / s9 or "Weather Co
lc C45/32
fi1on (Optional): One
an urate, urethane
composite, wood 1
Three or more
Ply 6 ".
g Grundy Indus
wood fiber an d
Premium
k - • • irn:eall faster' Alumrnur
Base Sheet: One r,■ T. ,e v l G n q Classr t
Testing
No.
tquipment: vicitai
RESULT
t,naunon
No.
urio aw
RESULT
No.
RESULT
No.
RESULT
No.
RESULT
1 -5
Passed
21 -25
Passed
41 -45
Passed
61-65
Passed
81 -85
6 -10
Passed
26 -30
Passed
46 -50
Passed
66 -70
86 -90
11 -15
Passed
31 -35
Passed
51 -55
Passed
71 -75
91 -95
16 -20
Passed
36 -40
Passed
56 -60
Passed
76 -80
95 -100
7LARA AND ASSOCIATES., INC.,
Metro -Dade County
Approved Testing Laboratory
Lab. Certification # 98- 0116.01
CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE
TO COMPLY WITH METRO -DADE COUNTY PROTOCOL PA -106
Property Address: 970 NE 94 St. Permit #• 49999
Owner's Name: Mr. Frank 0' Neal
Contractor's Name. R. N. Palmer Roofing
Approx. Square feet area: 37
Type of Tile: Panamian Clay
•
The static uplift quality control test for the property in question, comp w ith the C o d e requireme 340
"ROOFING SKETCH"
35
53
56
64
40
5 7
63 65
61 62
10
52 51
54 60 59 46 45 44
5
58
55 9
6
45
Front
3
30
10
Roofing Laboratory Testing & Research
Moisture, Up -lift, Fastener Testing
Complete Building & Roofing Inspections
Consulting Engineers
8
20 25
PC #:
Roof Slope:
Date Tested:
20
22
20
3:12
12/26/01
North
40
2554 West 3 Ave. Hialeah, Florida 33010 (954) 433 -1484 Fax (954) 437 -2296