1280 NE 102 St (7)MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305- 795 -2204
Building Inspection Request
Date r i )D/ Time
Type Insp'n
Perm' o. $ op 3
i
Name
Address Q
Company
Phone #
For Inspector: ` )) C d /Name & Date
Approved
Correction
Re- Insp'n Fee
I "7/(0
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
` f 305- 795 -2204
U t5 Bui ding Inspection Request \\0
Date
Type Insp'n
Permit No. SPO b r Z(J
Name Jonieo
Address 1 ' _ L Ill C— S -
Company rc mate ,L
Phone #
Inspection Date „ch.
Correction ❑
Re- Insp'n Fee ❑
3
l 4
MIAMI SHOR ES VILLAGE 04 *P,A„, • BUILDING DEPARTMENT
305- 795 -2204
Building Inspection Request
Date
Type Insp'n , t ' l_ k r f)
Permit No. BR05--62-6
NamejoK.i C - _
Address 1 260
Company Ou_o) , k
Phone #
Inspection Date
Approved
Correction
Re- Insp'n Fee
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305- 795 -2204
Building Inspection Request
Date 0
Type Insp'n R rri ` P-
Permit No. (PcAlS-m528
Name )UC
Address 1,2Z0 N6 `OZ./S#
Company IQu_O leic
Phone # ! UFO Z77 ` � se-i0
Inspection Date tO (
Approved
Correction
Re-Insp'n Fee
Test Location
Uplift Pull Test(P or F)
Test Location
Uplift Pull Test(P or F)
Test Location
Uplift Pull Test(P or F)
Test Location
Uplift Pull Test(P or F)
1
i`t-- * 0
26
1
X
51
76
2
27
52
77
3
P8
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
73
98
24
49
74
99
25
/
50
75
100
SITE SPECIFIC INFORMATION
Owner's Name J UPc eJ t CO Permit # 're5 - 5- 2-9
Job Address I28o s..9rr to Z S . U t 4t4 - t f S o 5,1
Roofing Contractor: - 0Fi
Type of Tile: . F ' ' C .1--- Date Installed: — f 4 —o-r
Approximate Roof Height: —feet Roof Pitch: 3 t e 2--
Type of Access to Roof: Scaffolds 1 Other
Approximate Square Footage of Roof. 4,100 ft2
Required Testin Force: 35 lbs. Testing Equipment: Chatillion 100
Date Tested 30 --DI —
IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT
QUALITY CONTROL TEST?
THIS REPO", ° U: TTED BY:
Civil Engineer:
Lab Certification # 98 0608.04
State of FL Certificate Authorization # 4100
U.S. SOUTH
Engineering & Testing Lab., Inc.
6065 N.W. 167th Street, Suite B -23 • Miami Lakes, Florida 33015
Telephone: (305) 558 -2588 • Fax: (305) 362 -4669
ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN
FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPILANCE
PROTOCOL TAS 106
TEST RESULTS
P = PASS, F = FAIL
P.E.����✓ —O
9�q s
Project No 6407
Sketch of Roof
Job 125o Pa (0 '4 5 T., kA r AV.. 4 pPX
Sheet Numbe oft
Contractor AV l le—
Checked By
Scale —4
4
4.1
6'
Al ■
NammirirmommiwAlispo
pinuF lm■
Notes jb �1)4e ' - 5 Z '
TX. -a -1q - as'
4 To
IY
Miami Shores Village
10050 NE 2nd Avenue
Phone: 305 - 795 -2204
Printed: 4/20/2005
Applicant: DENISE JUANICO
Owner: JUANICO DENISE
JOB ADDRESS: 1280 NE 102 ST
Contractor KAWALEK, PAUL RICHARD
Local Phone: 786 277 - 9540
Parcel # 1132050220030
Signed: (INSPECTOR)
Building Permit
Permit Number: BP2005 -528
Contractor's Address: P.O. BOX 531051
Permit Status: APPROVED Permit Expiration: 10/10/2005 Construction Value:
Work: RE -ROOF
Page 1 of 1
Legal Description: 5 53 42 AMD PL OF PORT OF REV PL OF MIAMI SHORES SEC 8 PB 41-64
Fees: Description Amount
FEE2005 -5051 Building Fee $350.00
Total Fees: $450.75
FEE2005 -5052 CCF $12.00
FEE2005 -5053 Notary Fee $5.00 Total Receipts: $0.00
FEE2005 -5054 Training and Education Fee $4.00 C
FEE2005 -5055 Technology Fee $8.75 2 � `] .
FEE2005 -5056 Scanning Fee $21.00
FEE2005 -5057 CO /CC $50.00 APR 2 5 PAD
Total Fees: $450.75
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 responisibility for all work
done by either myself, my agent, servants or employes.
Signed: (Contractor or Builder) BY:
BUILDING
PERMIT APPLICATION
FBC 2001
Tenant/Lessee Name
$ Value of Work For this Permit
Code Enforcement $ Structural Plan Reviev
Total Fee Now Due $
(Continued on opposite side)
A/1
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
t'te 4i
crs; _j Permit No. 13 O ✓c
Permit Type (circle): Building E lectrical =" " '.'' _
Den; � � Mechanical
Owner's Name (Fee Simple Titleholder) Dent $f: J f)� • 3 1 co Phone # -3 057"- 7J — / y 7 6 D
Owner's Address / 2 O 0 /2 1(22. ; 5' 3' eef p
City rniAsvi: S Aor c3 State F Zip 33 /3 O .
Phone #
'� dnee #
r Permit No.
Job Address (where the work is being done) / 2 8v N E / 0 Z `S free) City City Miami Shores Village County Miami -Dade Zip 3313 O
Is Building Historically Designated YES NO
Contractor's Company Name P K'4 l e k J2oo i t ' - "
Contractor's Address po gG7< ,c3 05 I
City 61, % State Ft, Zip 33 153
Qualifier f K &wt'
3as /
-46 - 2:77-/)
Architect/Engineer's Name (if applicable) / Phone #
4 tii Iyv 00 0 --
Type of Work: CI Addition / ❑Alteration ❑New ' Repair/Replace ❑ Demolition
/
Describe Work: epk4 -Ce Le4-1
Square Footage Of Work: 1 7J 00 -5, L_i ee
77/C- GZoof w• /lei,. 27/e /2007
1/5 A 1 R/,'cei n.f e (0 /or -S;1"-/-01 S s'7 /k 7' A'S /9-s / rz. /
11 e Dr i co. r S ' e a color . roc& h
+ 1e .9-Ke.sawte color 3-i e • _ � .,� -
" t * * * * * * * * * * * * * * * * * * * * * * * * ** *Fees
�� Submittal Fee $ `"---- Fee $ -5
Notary $ 5 --- Training/Education Fee $ i '' —
Scanning $ al -- Radon $ --- Zoi
ti�
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
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.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT 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."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature
The foregoing ins
day of
who is personally
NOTARY P
Sign:
Print:
Chc 12/15/03
2 O)
Owner , by
ment a
L
APPLICATION APPROVED BY:
t
wledged before me this
Signature
Contractor
The foregoing instrument was acknowledged before me this
day of , 20 _ , by
it
to me or who has prod Z �
u u who is personally known to me or who has produced
s identification and who did take an oath. as identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My Commission Expires: rga
M abel \ _��"Y Expires:
Y xP ,,�����,, nnqq��jjhhQQ Commission PV6 � ��% (/'�� mk f �1N*.it7ll �iR
Cfice�a H older)
oaFl�, ,atic Bonding Co. I
State Certificate or Registration No. Certificate of Competency No.
*********************************************************** ************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
.APR 192"5
Plans Examiner
Engineer
Zoning
Florida Building Code Edition 2002
High Velocity Hurricane Zone Uniform Permit Application Form.
i
Section A (General information)
Master Permit No. Process o.
Contractor's Name P1w11 K w a-1
1a40 d5
Job Address
ROOF CATEGORY
❑ Low Slope ❑ Mechanically Fastened Tile Mortar /Adhesive Set Tile
❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/S afi k
Shingles Are there
❑ Prescriptive BUR -RAS 150 Gas Vent Stacks?
Yes No
,,,/ ROOF TYPE Type: Natural ❑ LPGX 0
❑ New Roof L!4 Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance
ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof. Area (SF) Total (SF)
1 4►D0 1 -1 00
Section B (Roof Plan)
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow
scuppers and overflow drains. Include dimensions of sections and levels, clearly
identify dimensions of elevated pressure zones and location of parapets.
■ ■■
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123_01 -48 5/03 PAGE
Roof System Manufacturer: •
Notice of Acceptance Number : 12 i a.O 5 u I .
Minimum Design Wind Pressures, If A • - ' • : rom RAS 127 or Calculations):
P1: `1 / .P2: IA P3: 1
Maximum Design Pressure = : _
(From the NOA Specific System): 6615
Method of tile attachment: f D (y Foam c lh S I (J e
•
Florida Building Code Edition 2002
Hi h Vet-- Hurricane Zone Uniform Permit •olication Form.
Roof Slope:
12
Section D (Steep Sloped Roof Systeml
Ridge Ventilation?
N/A-
Steep Sloped Roof System Description
Deck Type:
Mean Roof Height: to
Type Underlayment:
I -# 3o Fe-1 t
Insulation:
Fire Barrier:
Fastener Type & Spacing
Adhesive Typ
1
ype Cap Sheet:
Roof Covering:
iv& )s
#14
afte
Type & Size Drip
Edge:
6
i'1
,5_ ro k
oc i-rf ed
lV
Where to Obtain Information
Description
Symbol
Where to find
Design Pressure
P 1 or P2 or P3
RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE
7
Mean Roof Height
H
Job Site
Roof Slope
g
Job Site
Aerodynamic Multiplier
k
NOA
Restoring Moment due to Gravity
M
NOA
Attachment Resistance
Mr
NOA
Required Moment Resistance
Mr
Calculated
tvfmimum Attachment Resistance
F
NOA
Required Uplift Resistance
F.
Calculated
Average Tile Weight
W
NOA
Tile Dimensions
1= length
vr— width
NOA
All calculations must be submitted to the Building Official at the time of permit application.
M Required Moment Resistance*
Mean Roof Height
15'
20'
25'
30'
40'
—
Roof Slope
2:
34.4
36.5
38.2
39.7
422
3:12
32.2
34A
36.0
37.4
39.8
4:12
30.4
32.2
33.8
35.1
37.3
5:12
28.4
30.1
31.6
32.8
34.9
6:12
26A
28.0
29.4
30.5
32A
7:12
24.4
25.9
27.1
282
30.0
Florida Building Code Edition 2002
High Velocity Hurricane Zone Uniform Permit Application Form.
For Moment based tile systems, choose either Method 1 or 2. Compared the values
for M with the values from M 1 If the M r values are greater than or equal to the Mr
values, for each area of the roof, then the tile attachment method Is acceptable.
(Pt:
� (P2:
(P3 :
Section E (Tile Calculations)
Met i 1 "Moment Ba
— Mg:
— Mg:
'Z' •a — Mg:
ns Per RAS 127" -
r NOA Mr 0 tf r
g • NOA hit S
M. B • NOA M'
Method 2 "Simplified Tile Calculation Per Table Below"
Required Moment of Resistance (M From Table Below NOA m
*Must be used in conjunction with a list of moment based tile systems endorsed by the
Broward County Board of Rules and Appeals.
For Uplift based tile systems use Method 3. Compared the values for F' with the
values for F. If the F' values are greater than or equal to the F values, for each
area of the roof, then the tile attachment method is acceptable.
Method 3 "Uplift Based Tile Calculations Per RAS 127"
NOA F'
NOA F'
NOA F'
(PI: z1: i w:= ) —W: x cos 8: = F
(P2 : z l: = a w: _ ) — W: a cos 8: = F
(P3 : z l: _ : w: _ ) — W: z ctis 8: = F
123_01-48 5/03 PAGE 5
Roof System Manufacturer:
Notice of Acceptance Number:
Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations):
P1: P2: P3:
Maximum Design Pressure
(From the NOA Specific System):
Method of tile attachment:
i
Florida Building Code Edition 2002
High Velocity Hurricane Zone Uniform Permit Application Fonn.
i
Roof Slope:
: 12
Section D (Steen Sloped Roof System)
Ridge Ventilation?
Steep Sloped Roof System Description
Deck Type:
ype Underlayment:
nsulation.
Fire Barrier.
astener Type & Spacing:
dhesive Type
Mean Roof Height:
ype Cap Sheet:
oof Covering:
Type & Size Drip
dge:
123_01 -48 5/03 PAGE 4
SECTION 1524
HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with
the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter
15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for
roofing system installations. Additionally, the following items should be addressed as part of the agreement
between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been
explained.
t/ 1. Aesthetics- Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane
Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion
performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship
provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should
be addressed as part of the agreement between the owner and the contractor.
a V 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be
renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida
Building Code. (The roof deck is usually concealed prior to removing the existing roof system).
J 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 roofmg contractor and/or
owned should notify the occupants of adjacent units of roofing work to be performed.
tit■
r 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 Florida Building Code provides the
option of maintaining this appearance.
' 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may
cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural
distress and may require the review of a professional structural engineer. Ponding may shorten the life
expectancy and performance of the new roofing system. Ponding conditions may not be evident until the
original roofing system is removed. Ponding conditions should be corrected.
6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not
overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if
overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in
accordance with the Florida Building Code, Plumbing.
7. Ventilation: Most roof structures should have some ability to vent natural airflow through the
interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be
reduced. It may be beneficial to consider additional venting which can result in extending the service life of the
roof.
/ / o
Owner's /Agent's gna re Date
C,\DOenmmte nod &tting.\eh.mm..V.oenl Settings \Temp \Temporary Internet FDe .\ContenLIES\OKLBAFTTlSECTION 1521I1).doe
'Poukfgou
Contractor's Signature
Mt M,I•DADE
Bu`LDINC CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Monier Lifetile, LLC
135 NW 20 Street
Boca Raton, FL 33431
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLACLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: Spanish `S' Concrete RoofTile
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has bccn filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA consists of pages 1 through 5.
The submitted documentation was reviewed by Frank Zuloaga, RRC
NOA No.: 02- 1205.07
Expiration Date: 01/02/08
Approval Date:01 /02/03
Page 1 of 5
ROOFING ASSEMBLY APPROVAL
Category:
Sub - Category:
Material:
1. SCOPE
This renews a system using Monier Lifetile Spanish `S'Concrete Roof Tile, as manufactured
Monier Lifetile LLC and described in Section 2 of this Notice of Acceptance. For locations
where the pressure requirements, as determined by applicable Building Code does not exceed the
design pressure values obtained by calculations in compliance with RAS 127 using the values
listed in section 4 herein. The attachment calculations shall be done as a moment based system.
2. PRODUCT DESCRIPTION
Manufactured by
Applicant
Monier Lifetile
Spanish 'S' Tile
Trim Pieces
Test A2encv
Redland Technologies
Redland Technologies
Red land Technologies
Redland Technologies
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Roofing
High Profile Roofing Tiles
Concrete
Test
Dimensions Specifications
1= 18"
w = 10' /
min. 3 /4" thick
1= varies
w = varies
varying thickness
2.1 SUBMITTED EVIDENCE:
Test Identifier
7161 -03
Appendix III
7161 -03
Appendix [I
P0647 -01
PO402
94 -084
94 -083
25- 7183 -4
Test Name/Report
Product
Description
PA 112 High profile, interlocking, one - piece, 'S'
shaped, high- pressure extruded concrete roof
tile equipped with two nail holes. For direct
deck nail -on, mortar set or adhesive set
applications.
PA 112 Accessory trim, concrete roof pieces for use
at hips, rakes, ridges and valley terminations.
Manufactured for each tile profile.
Static Uplift Testing
PA 102 & PA 102(A)
Wind Tunnel Testing
PA 108 (Nail -On)
Wind Tunnel Testing
PA 108 (Mortar Set)
Withdrawal Resistance Testing
of screw vs. smooth shank nails
Static Uplift Testing
PA 101 (Mortar Set)
Static Uplift Testing
PA 101 (Adhesive Set)
Static Uplift Testing
PA 102 (2 Quik -Drive Screws,
Direct Dcck)
Date
Dcc. 1991
Dec. 1991
Aug. 1994
Sept. 1993
May 1994
April 1994
Feb. 1995
NOA No.: 02- 1205.07
Expiration Date: 01/02/08
Approval Date:01 /02/03
Page 2 of 5
Test Aeencv
The Center for Applied
Engineering, Inc.
Redland Technologies
The Center for Applied
Engineering, Inc.
Professional Service
Industries, Inc.
Celotex Corporation Testing
Service
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
3. LIMITATIONS
Test Identifier
25- 7214 -3
Letter Dated Aug. 1, 1994
Project No. 307025
Test #MDC -78
224 -47099
520111 -3
520191 -2 -1
Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Calculations
Test Name/Report Date
Static Uplift Testing
PA 102 (1 Quik -Drive Screw,
Direct Deck)
Wind Tunnel Testing
PA 108 (Nail -On)
Wind Driven Rain
PA 100
Physical Properties
PA 112
Static Uplift Testing
PA 101
Aerodynamic Multiplier
25 -7094
25 -7496
25 =7584
25- 7804b -8
25 -7804-4 & 5
25- 7848 -6
25 -7183
Aerodynamic Multipliers
Two Patty Adhesive Set System
March, 1995
Aug. 1994
Oct. 1994
Sept. 1994
Dec. 1998
March 1999
March 1999
February 1996
April 1996
December
1996
March 1995
April 1999
April 1999
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in
accordance with RAS 106.
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform
quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to
the Building Code Compliance Office for review.
3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications
Standards listed section 4.1 herein.
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope
unless stated otherwise by the underlayment material manufacturers published literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in
compliance with applicable building code.
3.7 May be installed on slopes 7:12 and greater.
4. INSTALLATION
4.1 Monier Lifetile Spanish `S' Concrete Roof Tile and its components shall be installed in strict
compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120.
4.2 Data For Attachment Calculations
NOA No.: 02- 1205.07
Expiration Date: 01/02/08
Approval Date:01 /02/03
Page 3 of5
Table 4: Attachment Resistance Expressed as a Moment - M1 (ft-lbf)
for Nail -On Systems
Tile
Profile
Fastener Type
Direct Deck
(min 15/32"
plywood)
Direct Deck
(min. 19/32"
plywood)
Monier Lifetile Spanish 'S'
Tile
2 -10d Ring Shank Nails
28.6
41.2
1 -10d Smooth or Screw
Shank Nail
5.1
6.8
2 -10d Smooth or Screw
Shank Nails
6.9
9
1 . #8 Screw
20.7
20.7
2 . #8 Screws
43.2
43.2
1 -10d Smooth or Screw
Shank Nail (Field Clip)
23.1
23.1
1 -10d Smooth or Screw
Shank Nail (Eave Clip)
29.3
29.3
2 -10d Smooth or Screw
Shank Nails (Field Clip)
27.6
27.6
2 -10d Smooth or Screw
Shank Nails (Eave Clip)
38.1
38.1
Table 5: Attachment Resistance Expressed as a Moment Mt (ft-Ibf)
for Two Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Monier Lifetile Spanish 'S' Tile
Adhesive
29.3z
1 See manufactures component approval for installation requirements.
2 Flexible Products Company TileBond Average weight per patty 10.7 grams.
Polyfoam Product. Inc. Average weight per patty 8 grams.
Table 3: Restoring Moments due to Gravity
- M (ft -Ibf)
Tile
Profile
3 ":12"
4 ":12"
5 " :12"
6 ":12"
7 ":12"
greater
Battens
or
Direct
Deck
Monier Lifetile
Spanish 'S' Tile
Battens
Direct
Deck
Battens
•
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
N/A
8.51
N/A
8.44
N/A
8.27
N/A
8.07
N/A
7.87
Table 1: Average Weight (W) and Dimensions (I x w )
Tile Profile
Weight -W (lbf)
Length -I (ft)
Width -w (ft)
Monier Lifetile Spanish 'S' Tile
9.64
1.5
0.865
Tile
Profile
Monier Lifetile Spanish 'S' T
Table 2: Aerodynamic Multipliers - (ft
X(ft)
Direct Deck Application
Tile
0.259
NOA No.: 02- 1205.07
Expiration Date: 01/02/08
Approval Date:01 /02/03
Page 4 of 5
Table 5A: Attachment Resistance Expressed as a Moment - M (ft-lbf)
for Single Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Monier Lifetile Spanish 'S'
Tile
Polyfoam PolyPro rm
66.5'
Polyfoam PolyPro nA
38.74
3 Large paddy placement of 63grams of PolyPro TM.
4 Medium paddy placement of 24grams of PolyPro TM.
Table 5B: Attachment Resistance Expressed as a Moment - Mt (ft -Ibf)
for Mortar Set Systems
Tile
Profile
Tile
Application
Attachment
Resistance
Monier Lifetile Spanish 'S' Tile
Mortar Set
24.5
5. LABELING
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or
following statement: "Miami -Dade County Product Control Approved ".
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Any other documents required by the Building Official or applicable building
code in order to properly evaluate the installation of this system.
NAIL HOLES
PROFILE DRAWINGS
IVIONIER LIFETILE SPANISH `S' CONCRETE ROOF TILE
END OF THIS ACCEPTANCE
NOA No.: 02- 1205.07
Expiration Date: 01/02/08
Approval Date:01 /02/03
Page 5 of 5
.
a BUiLDDiNG CODE COMPLIANCE OFFICE (IICCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA) �_-
GAF Material Corporation
1361 Alps Road
Wayne, NJ 07470
This NOA renews NOA #02-0408.10 and consists of pages 1 through 31.
The submitted documentation was reviewed by Frank Zulca fa, RRC.
MIAMI COUNTY, I
. METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1693
MIAMI, FLORIDA 33130 -1563
(305) 375 - 2901 FAX (305) 375 -2908
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product
Review Committee to be uy:cil in 1,.:flar::i d).ade County and rather areas where allowed by the Authority 1'i.a■iug
Jurisdiction (AIL)).
'this NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (In Miami Dade County) and /or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AII/ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. DORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIP`1'ION: GAF Ruberoid e Modified Bitumen Roof System for Wood Decks.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and .
following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAi. of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION NA'I'1ON of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shalt be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
NOA No: 03 -050! .02
Expiration Date: 11 /06/08
Approval Date:10 /23/03
Page 1 of 32
ROOFING SYSTEM APPROVAL
iteQory•
Sub - Category:
Deck Type:
Maximum Design Pressure
Fire Classification:
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Product
CAF Asphalt Concrete
Primer (MatrixTM 307
Primer)
GAP Mineral Shield®
Granules
GAF WeatherCoat®
Emulsion (MatrixTm
Fibered 305 Emulsion)
. OAF Premium Fibered
Aluminum Roof Coating
(Matrix"' System I'ro
Aluminum Roof Coating
Fibercd 301)
OAF 7etblack All Weather
Plastic Cement (Matrixm
Standard Wet/Dry Roof
Cement 204)
GAFGLAS #75®
GAFGLAS #80 Ultima'r "'
Base Sheet
GAFGLAS Flex Ply i 6
GAFGLAS Ply 4®
GAFGLAS ®Mineral
Surfaced Cap Sheet
GAFGLAS®
STRA'I'AVENT®
Ili mina( or .Perforated
Roofing
SBS /APP, Modified Bitumen
Wood
-75 psf
See General Limitation #1
Dimensions
5, 55 gallons
60 lb. Bags
100 lb. bags
5 gallons
1, 5 gallons
1, 5 gallons
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (I meter)
Wide
39.37" (1 meter)
Wide
Test
Szdfication
A SI :.1D41
ASTM U 1863
ASTM 1227
AS'I'M U 2824 Fibered aluminum coating.
ASTM D 3019
ASTM D 3.109
ASI'M D 4601
ASTM 1.)4601
ASTM 2178
ASTM 1) 2178
ASTM 1) 3909
ASTIvI D3672
ASTM J) 4897
Product
Descri tp ion
Asphalt conctete printer used to promote
adhesion of asphalt in built -up roofing.
Granules for surfacing of exposed
asphalt, cold process cement or
emulsion. GAF Mineral.Shield®
Granules shall be used for flashing
applications only.
Surface coating for smooth surfaced
roofs.
Refined asphalt blended with a mineral
stabilizer and fibers. Permits adhesion
to wet and dry surfaces.
Asphalt impregnated and coated glass
mat base sheet.
Asphalt impregnated and coated,
fiberglass base sheet
Type Vi asphalt impregnated glass felt
with asphalt coating.
Type IV asphalt impregnated glass felt
with asphalt coating.
Asphalt coated, glass fiber mat cap sheet
surfaced with mineral granules.
Fiberglass base sheet coated on both
sides with asphalt. Surfaced on the
bottom side with mineral granule
embedded in asphaltic coating with
factory perforations.
NOA No: 03 0501.02
Expiration Date: 11/06/08 .
Approval Date:10 /23/03
Page 2 of 32
Product
GAFULAS® Flashing
GAFGLAS®
STRATAVENT®
Eliminator Perforated
Nailable
RUBERO1D® SBS Heat -
Weldrm Smooth
RUBEROID® SBS Heat -
We.1dTM Granule
RUIJEROID® SBS Heat -
Weld''M 170 FR
RUBEROID® SI3S Heat -
\VeldTal PLUS
RUBEROID® SI3S Heat -
Weld PLUS FR
RUDER OlD Modified Base
Sheet
RUBEROID® Modified
Bitumen Adhesive •
RUBF,RC)1D® SBS Heat -
Wc1dTM 25
Ruberoid® Mop
Granule
RUBEROID MOP Smooth
RUBEROID MOP PLUS
RUBEROID MOP 17OFR
RUBEROID MOP FR
RUBEROID TORCH
Smooth
Dimensions
various
39.37" (1 meter)
Wide
1 meter (39.37 ") ASTM D -6164
wide
1 meter (39.37 ") ASTM D -6164
wide
I meter (39.37 ") ASTM D -6164
wide
1 meter (39.37 ")
wide
1 meter (39.37 ")
wide
39.37" (I meter)
Wide
5 gallons
1 meter (39.37 ")
wide
39.37" (1 meter) ASTM 1) 6222
Wide
1 sq. roll
87 lbs.
39.37" (1 meter)
Wide
39.37" (1 meter)
. Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
Test Product
Specification Description
Asphalt coated glass fiber mat flashing
sheet available in three sizes.
ASTM D3672 Fiberglass base sheet coated on both
ASTM D 4897 sides with asphalt. Surfaced on the
bottom side with mineral granules
embedded in asphaltic coating.
Non -Woven Polyester mat coated with
polymer - modified asphalt and smooth
surfaced.
Non -Woven Polyester mat coated with
polymer modified asphalt and surfaced
with mineral granules.
Non -Woven Polyester mat coated with
fire retardant polymer modified asphalt
and surfaced with mineral granules.
ASTM D -6164 Non -Woven Polyester mat coated with
polymer modified asphalt and surfaced
with mineral granules.
ASTM D -6164 Non -Woven Polyester mat coated with
fire retardant polymer modified asphalt
and surfaced with mineral granules.
ASTM 1)4601, Premium glass fiber reinforced SRS-
. Type II, Ul, modified base sheet
Type (32 BUR
ASTM D 3019 Fiber reinforced, rubberized Adhesive
Type III
ASTM D -6164 Non -Woven Polyester mat coated with
polymer- modified asphalt and smooth
surfaced.
Non -woven polyester mat coated with
ASTM U 5147 polymer modified asphalt and surfaced
with mineral granules.
ASTM D 6298 Nonwoven polyester mat coated with
ASTM D 5147 polymer - modified asphalt and smooth
surfaced.
ASTM 1) 6164 Non -woven polyester mat coated with
ASTM D 5147 polymer modified asphalt and surfaced
with mineral granules.
ASTM D 6164 Non -Woven polyester mat coated with
ASTM D 5147 fire retardant polymer modified asphalt
and surfaced with mineral granules.
ASTM D 6164 Non -Woven polyester mat coated with
ASTM D 5147 fire retardant polymer modified asphalt
and surfaced with mineral granules.
ASI'M D 6222 Heavy duty, polyester reinfor::cd, asphalt
D 5147 modified bitumen membrane, smooth
surface.
NOA No: 03- 05(11.02
Expiration Date: l l /06108
Approval Date:10/23 /03
Page 3 of 32
Product
RUBEROID TORCH
Granule
RL.IAEROID TORCH PLUS
RUBEROID TORCH FR
RUI3EROID 170111
TORCH
R ubcroid® 20
Ruberoid® 30
Ruberoid® 30 FR
RUREROID®
ULTIRACLADO SAS
RUI3EROID® Dual H.
Vent Stacks (metal and
plastic)
GAF Aluminum Emulsion
GAF Aluminum Roof Paint
(Matrix."" System Pro
Aluminum Roof Coating
Fibered 302)
OAF Built -Up Rooting
Asphalt
RUI3EROID MOD Asphalt,
Asphalt L & Asphalt P
Shingle - MateTM
Underlayment
Tile -Mate Modified Base
Sheet
Dimensions
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
5 gallons
5 gallons
100 lb. cartons,
bulk
60 lb. kegs
4 sq. roll
30 lbs.
1.5 sq. roll
Test
Specification
ASTM D 6222
ASTM I.) 5147
ASTM I) 6222
ASTM D 5147
ASTM D 6222
ASTM D 5147
ASTM D 6222
ASTM D 5147
ASTM D6163
ASTM D 5147
ASTM D 6163
ASTM D 5147
ASTM D 6298
ASTM D 5147
ASTM D 6163
ASTM I) 5147
ASTM D 6164
ASTM D 5147
PA 100(A)
ASTM D 1929
ASTM D 635
None
ASTM D2824,
Type I
ASTM 1)312,
Types 1, I.I, III
and TV
ASTM D 5147
Product
Description
Heavy duty, polyester reinforced, asphalt
modified bitumen mcmhranc; granule
surface.
Heavy duty, polyester reinforced, asphalt
modified bitumen membrane, granule.
surface
Heavy duty, polyester reinforced, coated
with fire retardant asphalt modified
bitumen membrane, granule surface.
Heavy duty, polyester reinforced, coated
with fire retardant asphalt modified
bitumen membrane, granule surface.
SAS modified asphalt base sheet
reinforce with a glass fiber mat.
Non woven fiberglass mat coated with
polymer modified asphalt and surfaced
with mineral granules.
Non woven fiberglass mat coated with
fire retardant, polymer modified asphalt
and surfaced with mineral granules.t
Woven fiberglass mat coated with
Polymer modified asphalt surfaced with
aluminum, copper or stainless steel foil.
Non -woven polyester and fiberglass mat
coated with file retardant, polymer -
modified asphalt and surfaced with
mineral granules.
One -way valve vent used to relieve built -
up pressure within the roof system.
OAF Vent Stacks are available in metal
or plastic.
Mineral colloidal bituminous emulsion
with reflective aluminum flakes
Non- fibered. Aluminum pigmented,
asphalt roof coating
Interply mopping and surfacing asphalt
SEBS modified asphalt
Fiberglass reinforced shingle
underlayment
SI S modified asphalt base sheet and
intetply sheet reinforce with a glass fiber
mat tile underlayment.
NOA No: 03- 0501.02
Expiration Date: 11/06/08
Approval Date:10 /23/03
Page. 4 of 32
Product
Tile -Mate Modified Cap
Tile -Mate Modified Cup
Plus
TopCoat® Surface Seal SB
(Matrix 602 SB Coating)
GAF WeatherCote®
MB +(Matrix 715 MB
Coating)
TopCoat MB +(Matrix 715
MB Coating)
WeatherCoteT" (Matrix
531 WeatherCote®
Blastomeric Flashing
Grade)
Matrix Low VOC
Matrix 101 System Pro SBS
Adhesive
(Ruberoid®M.13) Matrix
201 System Pro SI3S
Flashing
(Ruberoid®i1.113) Matrix
102 Select S13S Adhesive
(Ruberoid ®M13) Matrix
202 Select SBS Flashing
Matrix 203 Standard Plastic
Cement •
Matrix 213 Gun Grade
Plastic Cement
Matrix 103 Cold Adhesive .
Matrix 303 Select Fibered
Alumin urn
Matrix 304 Select Non -
Fibered
RUBERO ID® Mod itied
Bitumen Adhesive.
Dimensions
1 sq. roll
103 lbs.
1 sq. roll
102 lbs.
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
Test
Specification
ASTM D5147
ASTM D 5147
ASTM D3019
ASTM D3019
ASTM D3019
ASTM D4586
ASTM D4586
ASTM 174586
ASTM D3019
ASTM D 2824
ASTM 02824,
Type I
ASTM D 3019
Type 11f
Product
Description
Non -woven polyester mat coated with
polymer modified asphalt and surfaced
with mineral granules tile underlayment.
Non -woven polyester mat coated with
polymer modified asphalt and surfaced
with mineral granules tile underlayment.
Surface coating for smooth surfaced and
mineral surfaced roofs.
Surface coating for smooth surfaced and
mineral surfaced roofs.
Surface coating for smooth surfaced and
mineral surfaced roofs.
Surface coating for smooth surfaced and
mineral surtaced roofs.
Surface coating for smooth surfaced and
mineral surfaced roofs.
Cold Applied Modified SEBS Asphalt
Adhesive
Cold Applied Modified SEBS Asphalt
Adhesive — Flashing Grade.
Cold Applied Modified SEBS Asphalt
Adhesive.
Cold Applied Modified SEBS Asphalt
Adhesive — Flashing Grade.
Standard Plastic Asphalt Roofing
Cement
Standard Plastic Asphalt Roofing
Cement Caulk Grade.
Cold Applied Asphalt Adhesive.
Fibered aluminum coating.
Non- fibcred. Aluminum pigmented,
asphalt roof coating.
Fiber reinforced, rubberized Adhesive
NOA No: 03- 0501.02
Expiration Date: 11/06/08
Approval Date:10/23 /03
Page 5 of 32
APPROVED INSULATIONS:
Product Name
GAFTEMP Isotherm R, RA, RN &
Composite, EnergyGuard RA
GAFTEMP® Composite A & N
• (BMCA)GAFTEMP® Fiberboard
GATTEMP® Pennalite
GAFTEMP GAFCANT"r
GAFTEMP Perrnalite Recover
Board
GAFTEMP GAFEDGETM Tapered
Edge Strip
(BMCA) GAFTEMP High
Density Fiberboard
I3;MCA EnergyGuard, RA
BMCA. Composite EnergyGuard,
RA
PYROX
White Line
AC.'Fuarn I, II & Composite
ISO 9S+
ISO 9:i+ Composite
EPS
Wood Fiber
High Density Wood Fiberboard
Petite/III Composite
Perlite Insulation
Dens r)cck
E'NRG'Y -2 & E;NRCt'Y -2 PLUS,
UltraGard Gold
TABLE 2
Product Description
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation with
high density fiberboard or Perrnalite
perlitc insulation.
Fiberboard insulation.
Perlite insulation board.
Cut perlite board
Perlite recover board
Tapered perlite board
High density wood fiberboard insulation
Polyisocynuratc foam insulation
Polyisocynurate /wood fiberboard
composite
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Polyisocyanura te/perlite ridged
insulation
Extruded polystyrene insulation
Wood fiber insulation board
Wood fiber insulation board
Perlite / urethane composite board
insulation
Perlite insulation board
Water resistant gypsum board
Polyisocyanurate fceim insulation
Manufacturer
(With Current NOA)
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
OAF Materials Corp.
GAIL Materials Corp.
. GAF Materials Corp.
BMCA
BMCA
Apache Products Co.
Apache Products Co.
Atlas Energy Products
Firestone Building
Products, Inc.
Firestone Building
Products, Inc.
Generic
Generic
Generic
Generic
generic
G -P Gypsum Corp.
Johns Manville
NOA No: 03- 050L.02
Expiration Date: 11/06/08
Approval Date:10/2343
Page 6 of 32
• APPROVED INSULATIONS:
Product Name
FiberGlass Roof Insulation
ISORoc
Structodek
Multi -Max & FA
Paroc Base Board
Paroc Cap Board
APPROVED FASTENERS:
Fastener
Number
Product
Name
1. GAFTITE® (Drill -Tee®)
#l2 Standard & #14 Heavy
Duty Roofing Fastener
2. GAFTITE® (Drill -Tec®)
ASAP
3. • GAFTITE® (Drill -Tec ®)
Base Sheet Fastener and
Plate
4. Galvalume Plates (Drill -
Tec® Metal)
5. Polypropylene Plates
(Drill -Tec® Plastic.)
6. Dekfast Fasteners #1.2, #14
& #15
7. Dekfast HCx Plate
8. Dekfast Lock Plate
9. #12 Rocs o ip Fasteners
10. Metal Plate
11. Gearlak Plastic Plate
12. Glasfast Fastener .
TABLE 2
Product Description
Glass fiber/Mineral fiber insulation
Polyisocyanurate foam / rockwool
composite insulation
Wood fiber insulation board
Polyisocyanurate roof insulation
Rockwool insulation
TABLE 3
Product
Description
Insulation fastener for
steel, wood & concrete
decks.
Pre- assembled GAFTITE
Fasteners and metal and
plastic plates.
Base sheet fastening
assembly.
Round galvalume stress
plates.
Round polypropylene
stress plates.
Insulation fastener for
wood, steel and concrete
decks
Galvalume Ilex stress plate.
Polypropylene locking
plate.
Insulation fastener for
wood and steel. •
Galvalume stress plate..
Polypropylene round plate
Insulation fastener
assembly with recessed
plastic plate
Dimensions
• 3" and 3'/2"
27 /K "x
3 1/ „
3" x 3 ' /a"
3" round
3" square
3.2'
Manufacturer
(With Current NOA)
Johns Manville
Johns Manville
Masonite.
RMax, Inc.
Partek, Inc.
Manufacturer
(With Current NOA)
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
3" and 3 1/2" OAF Materials Corp.
GAF Materials Corp.
Construction Fasteners
Inc
Construction Fasteners
Inc.
Construction Fasteners
Inc.
ITW .Buildex Corp.
ITW Buildex Corp.
ITW Buildex Corp.
Julius Manville.
NOA No: 113- 0561.02
Expiration Date: 11/6/08
Approval Date:10 /23/03
Page 7
APPROVED FASTENERS:
Fastener
Number
13.
14.
15.
16.
17.
18.
19.
20.
22.
23.
Olympic Fastener #12 &
#14
Olympic Fastener ASAP
Olympic Polypropylene
Olympic G -2
Olympic Standard
Insu1 -Fixx Fastener
Insul -Fixx S Plate
Insul -Fixx P Plate
21. Tru -Fast
Product
Name
Ti .0 -Fast Plates
Tru -Fast Plates
EVIDENCE SUBMITTED:
Test Agency
Factory Mutual Research Corp.
Factory Mutual Research Corp.
Trinity Engineering
PRI Asphalt Technologies, Inc.
IRT of S..FI.
IRT of S. Fl.
TABLE 3
Product
Description
Insulation fastener
Pre - assembled Insulation
fastener and plate
Polypropylene plastic plate
3.5" round galvalume
AZ55 steel plate
3" round gaivalunte AZ :;0
steel plate
Insulation fastener for steel
and wood decks
3" round galvalume AZ50
steel plate
3" round polyethylene
stress plate
Insulation fastener for steel
and wood decks
3" round galvalume AZ55
steel plate
Polyethylene plastic plate
Test Identifier
Current Insulation
Attachment Requirements
FMRC 4470 - PA 114
Wind Uplift PA 114
GAF-020-02-01
02.005
02 -014
Manufacturer
Dimensions (With Current NOk)
Olympic I'tanufactunng
Group, Inc.
Olympic Manufacturing
Group, Inc.
3.25" round Olympic Manufacturing
Group, Inc.
3.5" round Olympic Manufacturing
Group, Inc.
3" sound Olyinpic Manufacturing
Group, Inc.
SFS /Stadler
3" round
3" round
3" round
3" round
SFS /Stadler •
SFS /Stadler
The Tru -Fast Corp.
The Tru -Fast Corp.
The Tru -Fast Corp.
Description Dote
FMRC 1996 01.01.96
J.I.1B9A8.AM 09.04.97
J.I. 3D4Q2.AM 04.30.97
4483.04 97 -1 06.06.97
ASTM D 4977 02.01.02
TAS 114 0 1.18.02
TAS 114 03.22.02
NOA No: 03.050t .02
Expiration Date: 11/06/05
Approval Dote:10/23./03
Page 8 of 32
Membrane Type: SI1S /SBS Cold Applied
Deck Type 1: Wood, Non - insulatcd
Deck Description: 19 / 32 " or greater plywood or wood plank decks
System Type E (1): Base sheet mechanically fastened to roof deck.
All General and System Limitations shall apply.
Base sheet: GAFGLAS N3U UltimaT" Base Sheet, STRATAVENTC) Eliminator Perforated
Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS
Heat- WeldTm Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically
fastened to deck as described below;
Fastening GAFGLAS® Ply 4®, GAFGLAS Flex 1'1y 6, GAFGLAS 1175 Base Sheet or any
Options: of above Base sheets attached to deck with approved annular ring shank nails and
tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12"
o.c. in the field.
(Maximum Design Pressure -45 psf, See General limitation #7)
GAFGLAS® Ply 4®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any
of above Base sheets attached to deck with Drill -Tee (GAFTITE) #12 or #14
Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other
rows are equally spaced approximately 12" o.c. in the field of the sheet.
(Maximm Design Pressure —45 psf, See General Limitation #7)
GAFGLAS Flex PIyh 6, GAFGLAS #75 Base Sheet or any of above Base sheets
attached to deck with approved annular ring shank nails and tin caps at a fastener
spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field.
(Maximurn Design Pressure —52.5 psf, See General Limitation #7)
GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with
Drill-Tee (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One
row is in. the 2" side lap. The other rows are equally spaced approximately 9" o.c.
in the field of the sheet. (Maximum Design Pressure - -60 psf; See General
Liuut(1tion #7)
Any of above Base sheets attached to deck approved annular ring shank nails and
3" inverted Drill -Tee (GAFIA TE) insulation plates at a fastener spacing of 9" o.c.
at the 4" lap staggered in two rows 9" in the field. ( Muximum Design Pressure —
60 psf, See General Limitation #7)
GAFGLAS #75 Base Sheet or any of above Base sleets attached to deck with
Drill-Tee (GAPTITE) # 12 or #14 Screws and 3" Plates, 3" o.c. in 4 rows. One
row is in the.2" side lap. The other rows are equally spaced approximately 9" o.c.
in the Field of the sheet. (Maximum Design Pressure -75 psf, See General
Limitation if7)
(Optional) One or more plies GAFGLAS PLY 4 ®. GAFGLAS Flex Ply 6,
GAFGLAS #80, RUBEROID MOP Smooth or RUBEROID 20 sheet adhered in a
full mopping of approved asphalt applied within the EV'l' range and at a rate of 20-
40 lbs. /sq.
Ply Sheet:
NOA No: 03 -050 7.02
t: piration Date: 11/01i/0S
Approval Date:10/2 3/03
Page 26 (f32
Membrane: One or more plies of RUBEROI) MOP Smooth, Ruberoid® Mop 170 FR,
Ruberoid® Mop Granule, Ruberoid® Mop Plus Granule, Ruberoid® 20,
Ruberoid® 30 or Ruberoid® 30 FR or Ruberoid® Mop FR or RUBEROID
UltraCladmf SBS in adhered in a full mopping of approved asphalt applied within
the EV1' range and at a rate of 20 -40 lbs. /sq.
Or,
One or more plies of RUBEROID MOP Smooth, RUBEROIDO Mop Granule,
RUBEROID® Mop 170 FR, RUBEROID® Mop Plus Granule, Ruberoid® 20,
RUBEROID® 30, RUBEROID® 30 FR or RUBEROID® Mop FR or RUBEROID
UltraClad'''`f SBS in RUBEROID Modified Bitumen Adhesive at an application
rate of 1 -2 gal. /sq.
Surfacing: (Optional, required if RUBERO1D MOl' Smooth or RUBEROID 20 is top
membrane) Install one of the following:
1. Gravel or stag applied at 400 lb. /sq. and 300 lb./sq. respectively, in a flood coat
of approved asphalt at 60 lb. /sq.
2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an
application rate of 25 lb. /sq. ± 15 %.
3. GAP Weathercote® Mfi +(Matrix 715 MB Coating), Applied at 1 to 1.5
gal. /sq.
4. Top Coat® Surface Seal SB(MMfatrix 602 SB Coating), Applied at 1 to 1.5
gal. /sq.
Maximum Design
Pressure: See Fastening above
NOA No: 03- 03(11.2
Expiration Tate: 11/[16!113
Approval Date:10/23/03
Page 27 of 32
Membrane:
Surfacing: (Optional) Install one of the following:
1. Gravel or slag applied at 400 lbfsq. and 300 lb. /sq. respectively in a flood coat
of approved asphalt at 60 lb. /sq.
2. GAF Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. or GAF
WeatherCoat Emulsion at 3 gal. /sq. (Torch Smooth applications only)
3. GAF Weathercote® MB +(Matrix 715 MB Coating), Applied at 1 to 1.5
gal. /sq.
4. Top Coat® Surface Seal SB(Matrix 602 SB Coating), Applied at 1 to 1.5
gal. /sq.
Maximum Design
Pressure: See Fastening Above
One ply of Ruberoid® Torch Smooth, Ruberoid® Torch Granule, Ruberoid®
Torch Plus Granule or Ruberoid® Torch FR torch applied according to
manufacturer's application instructions.
Or
One or more plies of RUBEROID® SBS Heat- Weldmi PLUS, RUBEROID®
SBS Heat- WeldTM PLUS FR, RUBEROID® SBS Heat- WeldT" 170 FR,
RUBEROID® SBS Heat- WeldT"r, RUBEROID® SBS Heat- WeldTM Smooth,
RUBEROID® UltraCladT"' SBS and RUBEROID® SBS Heat- WeldTM 25 applied
according to manufacturer's application instructions.
NOA No: 03- 0501.02
Expiration Date: 11/06/08
Approval Date:10/23/03
Page 29 of 32
Membrane Type: APP /SBS Heat Weld
Deck Type 1: Wood, Non- insulated
Deck Description: 19 /. " or greater plywood or wood plank decks
5a
System Type E (1): Base sheet mechanically fastened.
All General and System Limitations shall apply.
Base sheet: GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Pet forated
Nailable, RUBEROID Modified Base Sheet, RUBERO1D MOP Smooth,
RUBEROID® 20, RUBEROID SBS Heat- WeldTm Smooth or RUBEROID SBS
Heat -Weld 25 base sheet mechanically fastened to deck as described below;
Fastening. Options: GAFGLAS® Ply 4®, GAFGLAS Flex PlyTM 6, GAFGLAS #75 Base Sheet or any
of above Base sheets attached to deck with approved annular ring shank nails and
tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12"
o.c. in the field.
(Maximum Design Pressure —45 psf, Sec General Limitation #7)
GAFGLAS® Ply 40, GAFGLAS Flex PIyTA GAFGLAS #75 Base. Sheet or
any of above Base sheets attached to deck with Drill -Tec (GAFTTTE) #12 or #14
Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The
other rows are equally spaced approximately 12" o.c. in the field of the sheet.
(Maximum Design Pressure —45 psf, See General Limitation #7)
GAFGLAS Flex PIy GAFGLAS #75 Base Sheet or any of above Base sheets
attached to deck with approved annular ring shank nails and tin caps at a fastener
spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field.
(Maxinuun Design Pressure —52.5 psf, See General Limitation #7)
GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with
Drill Tee (GAFTTrE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One
row is in the 2" side lap. The other rows are equally spaced approximately 9"
o.c. in the field of the sheet.
(Maximum Design Pressure —60 psf, Sec General Limitation #7)
Any of above. I3ase sheets attached to deck approved annular ring shank nails and
3" inverted Drill -Tee (GAFTITE) insulation plates at a fastener spacing of 9" o.c.
at the 4" lap staggered in two rows 9" in the field.
(Maximum Design Pressure —60 psf, See General Limitation #7)
GAFGLAS #75 Base Shcet or any of above Base sheets attached to deck with
Drill - fec (GAFTIT.E) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One
row is in the 2" side lap. The other rows arc equally spaced approximately 9''
o.c. in the field of the sheet.
(Maximum Design Pressure —75 psf, See General Limitation #7)
Ply Sheet: (Optional except over RUBEROID Modified Base Sheet, RUBEROID MOP
Smooth, RU13EROIl)® 20, RUBEROID SBS Heat -Weld 1 Smooth or
RUBEROID SBS Heat -Weld) One or more plies GAFGLAS PLY 40,
GAFGLAS® PLY 6® Ply or GAFGLAS flex Ply 6 sheet adhered in a full
mopping of approved asphalt applied within the EVT T range and at a rate of 20 -40
lhs./sd. or Ruheroid Torch Smooth torch applied according to manufacturer's
application instructions.
NOA Nu: 03 0501.02
Expiration Date: 11/06/08
Approval Date:10/23 /03
l'age 28 of 32
NET SatieFA)Cion From: edminsitrator To; Fax /WS- 883 -0545
Membrane Type:
D Type 1:
Deck Description:
System Type E•2:
Anchor sheet:
Maximum Design
Pressure:
Maximum Slope:
1 . 1 n I,. 7. n, I
SBS
Wood, Non - insulated
19 or greater plywood or wood plank
All General and System Limitations shall apply.
GAFGLAS® #80 U� ^ Base Sheet, RUBBROID® 20 base sheet or Tile -Mate
Modified Base Sheet applied with a minimum 2" side lap and a minimum 6 "end
lap. Base sheet may be applied at a right angle (90°) to the slope of the deck with
approved annular ring shank nails and tin caps at a fastener spacing of 6" o.c. at the
2" side lap, and two 12" o.c. staggered rows along the center of the sheet.
Ply Sheet: (Optional) One, or more plies GAFGLAS PLY 4® Ply, GAFGLAS PlexPlyTM 6
sheet, GAFGLAS #80 UltitnaTM, RUBEROID MOP Smooth or RUBEROID® 20
adhered in a full mopping of approved asphalt applied within the EVT range and at
a rate of 20-40 lbs. /sq.
Membrane: One ply RUBEROID® MOP, RUBEROID® MOP PLUS, RUBEROID® SBS
Heat- Welddm Granule, RUBEROID® SBS Heat- WeldT''r PLUS, Tile -Mate
Modified Cap or Tile -Mate Modified Cap Plus, membrane may be applied at a
right angle (90°) to the slope of the deck* adhered in a full mopping of Type IV
asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane
shall be backnailed to deck with approved annular ring shank nails and tin caps in
accordance to applicable Building Code. No nails or tin caps shall be exposed
* Membrane may also be installed parallel to the slope of the roof (i.e. strapping).
If membrane is strapped, then anchor sheet and ply sheet must also be strapped.
Date: 11/19/200S Time: 3:42:04 PM Page Wu( xt
RUBEROID® Tile Underlaytnent, Base Sheet mechanically attached.
Refer to tile manufacturer's NOA.
Must Comply with Roofing.Application Standard RAS 118, RAS 119, RAS 120
and applicable Building Code.
t,. :111111 !ln
NOA No: 03- 0501.02
Erpiratton Date: 11/06/03
Approval Dale:10 /23/
Page 30 of 32
•... ' i , r Ann . n I ..,r
WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet is required with Ply 4 and Flex Ply'" 6 when used as a mechanically fastened base or
anchor sheet.
2. Minimum t /4" Dens Deck or �V2 Type X gypsum hoard is acceptable to be installed directly over the
wood dcck.
GENERAL LIMITATIONS:
1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials
Directory for fire ratings of this product.
2. Insulation may he installed in multiple layers. The first layer shall be attached in compliance with
Product Control Approval guidelines. All other layers shall be adhered in a full mopping of
approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or mechanically
attached using the fastening pattern of the top layer
3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved
asphalt, panel size shall be 4' x 4' maximum.
4. An overlay and /or recovery board insulation panel is required on all applications over closed cell
foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet
shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip
mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing
a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be
placed every 12' iu each ribbon to allow cross ventilation. Asphalt application of either system shall
he 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 (II value of
275 Ibf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value,
as field- tested, are below 275 lbf. insulation attachment shall not be acceptable.
6. Fastener spacing for mechanical attachment of anchor /base sheet or membrane attachment is based
on a minimum fastener resistance value in conjunction with the maximum design value listed within
a specific system. Should the fastener resistance be less than that required, as determined by the
Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered
Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing
shalt utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and
calculations in compliance with Roofing Application Standard RAS 117.
7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these
areas. Fastener densities shall be increased for both insulation and base sheet as calculated in
compliance with Roofing Application Standard RAS 117. (When this limitation is specifically
referred within this NOA, General Limitation 19 will not be applicable.)
8. All attachment and sizing of perimeter Hailers, metal profile, and /or flashing termination designs
shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements.
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e.
field, perimeters, and corners). Neither rational analysis, nor extrapolation shall he 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
he applicable.)
10. All products listed herein shall have a quality assurance audit in accordance with the Florida
Building Code and Rule 913-72 of the Florida Administrative Code.
END OF THIS ACCEPTANCI?.
NOA No: 03 0501.02
Expiration Date: 11 /0008
Approval Dale:10 /7,3/03
Page 32 of 32
s•
8.
ROOF COVERING MATERIALS (TEVT)
ROOFING SYSTEMS (TGFU) — Continued
Base Sheet (Optional): One or more layers Type G1, G2 or G3.
Membrane: One or more layers of "Ruberoid Torch" (smooth or granule),
"Ruberuid Torch Plus" (granule), "Ruberoid Mop" (granule) or "Ruberoid
Mop Plus" (granule).
Coating: Karnak No. 97, 1 -1/2 - 3 gal /sq.
4. Deck: C-15/32 Incline: 1/2
Insulation: One or more layers perlite, glass fiber, isocyanurate, urethane,
perlite / isucyanurale composite, perlite /urethane composite, phenolic,
1 -1/2 in. min thickness (offset from plywood joints 6 in.).
Base Sheet: One or more layers of lype G2 ur 63.
Ply Sheet (Optional): One or inure layers of type 61.
Membrane: One or mere layers of "Ruberoid Torch" (smooth or granule),
"Ruberoid Torch Plus" (granule), "Ruberoid Mop' (smooth or granule) or
"Ruberoid Mop Plus" (granule).
Surfacing: Karnak No. 97, 1 -1/2 - 3 gal /sq.
5. Deck: NC Incline: 1/2
Base Sheet (Optional): One or more layers of Type GI, G2 or G3.
Membrane: One or more layers of "Ruberoid Torch" (smooth or granule),
"Ruberoid Torch Plus" (granule).
Surfacing (Optional): Karnak "No. 97" or "169" at 1-3 gal /sq or Grundy
Ind. "20 F Emulsion" at 3 gal /sq.
6. Deck: C -15/32 Incline: 1/2
Insulation: One or more layers perlite, glass fiber, 3/4 in. ruin,
isocyanurate, urethane, perlite /isocyantirate composite, perlite /urethane
composite, phenolic, 1 -1/2 in. min.
Base Sheet (Optional): One or more layers of Type 61, G2 or G3.
Membrane: One or more layers of "Ruberoid Torch" (smooth or granule),
"Ruberoid Torch Plus" (granule), "Ruberoid Mop' (smooth or granule) or
"Ruberoid Mop Plus" (granule).
Surfacing: Gravel.
7. Deck: C -15/32 Incline: 1/2
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/
urethane composite, wood fiber /isocyanurate composite, phenolic.
Base Sheet: Two or more layers of Type G2 or G3.
Ply Sheet (Optional): One or more layers of Type GI.
Membrane: One or more layers of "Ruberoid Torch" (smooth or granule),
"Ruberoid Torch Plus" (granule), "Ruberoid Mcp" (smooth or granule) or
"Ruberoid Mop Plus" (granule).
Surfacing: Karnak No. 97, 1 -1/2 - 3 gal /sq or gravel.
Deck: NC Incline: 1/2
Insulation: One or more layers perlite, glass fiber, 3/4 in. min,
isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane
• composite, phenolic, 1 -1/2 in. min.
Base Sheet (Optional): One or more layers of Type G1, G2 or G3.
Membrane: One or more layers of "Ruberoid Torch" (smooth or granule),
"Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or
• "Ruberoid Mop Plus" (granule).
. Surfacing: "AL MB Aluminum Roof Coating" at 1 -2 gal /sq.
.' Deck: C -15/32 Incline: 1/2
Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in.
min, isocyanurate, urethane, perlite /isocyanurate composite, perlite/
urethane composite, phenolic, 1 -1/2 in. min.
Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ",
hot mopped or mechanically fastened in place.
Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4 ", hot mopped
in place.
Membrane: "Ruberoid Mop FR" (granule).
Surfacing (Optional): GAF Fihered Aluminum Coating at 1 -1/2 gal /sq or
GAF Weather Coat Enrrrlsion at 3 gal /sq.
'10. Deck: C -15/32 incline: 1/7
Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in.
min, isocyanurate, urethane, perlite /isocyanurate composite, perlite/
urethane composite, phenolic, 1 -1/2 in. min.
Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ",
hot mopped or mechanically fastened in place.
Ply Sheet: One or more layers of Type 61 "GAFGLAS Ply 4 ", or "GAFGLAS
Ply 6" hot mopped in place.
Membrane: "Ruberoid Torch FR" (granule).
Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or
GAF Weather Coat Emulsion at 3 gal /sq.
11. Deck C-15/32 Incline: 1/2
Insulation: Isocyanurale, 2 in. min., wood fiber, perlite or glass fiber,
any thickness, hot mopped or mechanically fastened in place. Joints
'3Z.. `offset 6 in.
;..;; Base Sheet: One or more layers of Type G2 "GAFGLAS 475 Base Sheet ",
hot mopped or mechanically fastened in place.
Ply Sheet (Optional): One or more layers of Type G1 "GAFGLAS Ply 4" or
"Ply 6" hot mopped in place.
Membrane: "Ruberoid Torch FR" (granule).
y. Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or
:AF Weather Coat Emulsion at 3 gal /sq.
LOOK FOR MARK ON PRODUCT
ROOF COVERING MATERIALS (TEVT) 135
ROOFING SYSTEMS (TGFU) — Continued
12. Deck: C -15/32 Incline: 1)2
Insulation (Optional): Isocyanurate, perlite or glass fiber, any thickness,
hot mopped or mechanically fastened in place. Joints offset 6 in.
Base Sheet: One or more layers of Type 62 "GAFGLAS 475 Base Sheet",
hot mopped or mechanically fastened in place.
Ply Sheet: One or more lsyeis of Type G1 "GAFGLAS Ply 4" or "lily 6 ", but
mopped in place.
Membrane: "Ruhercid Torch Fit" (granule).
Surfacing (Optional): GAF fibered Aluminum Coating at 1 -1/2 gal /sq or
GAF Weather Coat Emulsion at 3 gal /sq.
13. Deck: NC incline: 1/2
Insulation (Optional): Isocy,rnurale, wood fiber board, perlite, glass
fiber, any thickness, hot miulsped or mechanically fastened in place.
Joints offset 6 in.
Base Sheet: One or more layers of Type G2 "GAFGLAS 475 Base Sheet",
hot mopped in place.
Ply Sheet (Optional): One or more layers of Type G I "GAFGI AS Ply 4" or
"Ply 6" but mopped in place.
Membrane: "Ruberoid Torch FR" (granule).
Surfacing (Optional): "GAF libeled Aluminum Coating" at 1 -1/2 gal /sq
or GAF Weather Coat Emulsion at 3 gal /sq.
14. Deck: NC Incline: 1/2
Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass
fiber, any thickness, but mopped or mechanically fastened in place.
Joints offset 6 in.
Base Sheet: One or more layers of "GAFGLAS 1175 Base Sheet ", hot
mopped in place.
Ply Sheet (Optional): One or more layers of "GAF GI.AS Ply 4" or "Ply 6"
hot mopped in place.
Membrane: "Rubernid Touch FR" (granule).
Surfacing (Optional): GAF Weather Coat Emulsion applied at 3 gal /sq or
GAF Fibered Aluminum Coating at 1 -1/2 gal /sq.
15. Deck: C -15/32 Incline: 1/2
o' Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, perlite/
isocyanurate composite or phenolic.
Base Sheet: One or more layers Type G2 or G3 base street, hot mopped
or mechanically fastened.
Ply Sheet (Optional): One or more layers Type G1, hot mopped in place.
Membrane: "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule).
. Deck: C -15/32 Incline: 1/2
Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, perlite/
isocyanurate composite or phenolic, offset 6 in. from joints.
Base Sheet: One or more layers of Type G -2 or 6 -3 base sheet, hot
mopped or mechanically fastened. e G 1, hot mopped in
Ply Sheet (Optional): One or more layers of , r y p pP
place.
Membrane: One layer of "Ruberoid Torch" or "Ruberoid Mop" (smooth).
Membrane: One layer of "Ruberoid Torch FR" or "Ruberoid Mop FR"
(granule)
17. Deck: NC Incline: 1
- • Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate,
urethane, perlite /isocyanurate composite or phenolic.
Base Sheet: One or more layers Type G2 or G3 base sheet, hot mopped
or mechanically fastened.
Ply Sheet (Optional): One or more layers Type GI, hot mopped in place.
Membrane: One layer of "Ruberoid Mop FR" or "Ruberoid Mop 170 FR"
(granule).
18. Deck: NC Incline: 1/2
Insulation (Optional): Perlite, fiber glass, wood . fiber, isocyanurate,
urethane, perlite /isocyanurate composite or phenolic.
Base Sheet (Optional): One or more layers of Type 6 -2 or G -3 base
sheet, hot mopped or mechanically fastened.
Ply Sheet (Optional): One or more layers of Type G -1, hot mopped in
place.
Membrane: One layer of "Ruberoid Torch" (smooth), "Ruberoid Mop"
(smooth).
Membrane: One layer of "Ruberoid Torch FR ", "Ruberoid Mop FR" or
"Ruberoid Mop 170 I'R" (granule).
19. Deck: NC Incline: 1/2
Insulation (Optional): One or more layers of perlite, glass fiber,
isocyanurate, urethane, perlite / iso_yanurate composite or phenolic, any
thickness.
Rase Sheet: One or more plicr GI or 2, hot clopped or adhered with
Karnak Chem i at Co. "No. 81" on Gibson -Homan 'No. 6160" cold applied
adhesive at 1 -1/2 gal /sq.
Membrane: One layer of " Ruheroid Mop FR" or " Ruberoid Mop 170 FR"
(granule.), hot mopped or adhered with Karnak Chemical Co. "No. 81" or
Gibson -Homan "No. 6160" cold applied adhesive at 1 -1/2 gal /sq.
20. Deck: C -15/32 Incline: 1/4
Insulation: Polyisocyanurate, any thickness.
Base Sheet: "GAFGLAS 475" (Type G2), mechanically attached.
.1 , 44:AMt AC=
PRODUCT CON TR9j. N'OTICC OF ACCEPTANCE
l'nlyfoam Products, Inc.
2400 Spring - Stucbner Rood
Sprint; ,TX 77383 -1132
The expense ofsuch testing will be incurred by the manufacturer,
ACCEPTANCE NO.: n1- fS2I.02
EXPIRES: O5 /tonno6
IIT. STt1F COVF.ItSIir T S' - Di •N.AL. PACTS FOR SPF:
CONIUTIONS
fUTLf)INC; CODE & PRODUCT REVEF.WCOMMITTE$
APPROVED: OG/ t 4/211n 1
MIAMI -DA DE COUNTY, FLORIDA
N!ETRO -0A OE FLACLER OUILDU4C
OUILDttiC C00n coMrLIANCEOFFICE
ML 0.0MM r•LAGLISR DUILDINO
140 w(;SI •rLAGLER STRECI', SUITE I6u3
MIAMI. FLORIDA 33IJ0-Iiti1
(30) 373.1901 FAN (105)375.2011
( AKIRA r'rc)g t.rcgvstric wen ON
Ou!1 375•2527 FAX 0
cn,NrttAcrOIt 1:.VFORCP:atKYr DIVISION
(70S) 37S•2'J661 :AN 014)3734•lutl
I'RODUCI' CONVuo1. UIVISIQN
(Jut) 37S•V02 FAN 1305) )72.65)')
Your application for Notice ol'Acceptance (NOA) ot':
Two Component Polyurcthene Foam Adhesive
under Chapter 8 or the Cade of Mixrni -Dade County governing the use of Alternate Materials And Types of
Construction. and completely described herein, has bccn recommended for acceptance by the Miami -Dade
County Building Code Compliance Office (DCCO) under the conditions specified herein.
This NOA shall not be valid atter the expiration date stated below. BCCO reserves the right to secure this
product or material at any time from a jobsite or manufacturer's plant for'quality control testing. If this
product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the
use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is
determined by BCCO that this product or material fails co meet the requirements of the South Florida
Building Code.
Itaul Rodriguez
Chief Product Control Division
This application for Product Approval has been revicwvcd by the BCCO and approved by the Building
Cudc and Product Review COMM; i ttee to be used in Miami -Dade County, Florida under the conditions set
forth above.
NrRA
Francisco .1. Quintana, R.A.
Director
Miami -Dade County
Iluilding Cade Compliance Office
F .&C15000I'pc/GO0\ltomplaaknetco 2cc•pan:o co.ar para.dot
Internet until atUL1rc,s: pot ronstcr .. ;abulltJlitCcutl coati,'e.catn' 1110 Ilotncp *ge: http://www.bulldingeodoonlIne.conn
.0T /23 /0l $ON 13 :08 FAT 951 573 101:
Pn1' knm l'rocjucts, n
ROOFING ASSCW LY APPROVAL
.Q4 t cry _n rv:
S ub- Ca tcgn
Ni :rtcrinls: l'olyurcth.rnc
2. PRODUCT DESCRIPTION
NtanufacturctI by
Applicant ni n1Casion.
Polyproe AH I G0 N/A
Foamproe RTF1000 N/A
ProPackit 30 S 100 N/A
0
2.2
t'rnncrty
Density
Compressive
Strength
Tensile Strength
Water Absorption
Moisture Vapor
Transmission
Dimensional
Si t ility
Typical Physical Properties:
ASTM 0 1622
ASTM D 1621
A STM D 1 623
A STM D 212
ASTM G 96
ASTM 1) 2126
POLY FUA1! rxuuuu 1 , . .
ACCEPTANCE No.: 0[41521.0 7,
Roofing Approval Date: , 1nne 14,20 (11
Rcuol'Tilc Adhesive
Expiration Unit:: May III, 2C0G
I. scow
This approves I'olypru® A 1116 0 as manufactured by Polytonal Products, Inc. as
described in Section 2 ot' this Notice olAcceptance. 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
PolyproaD AH I G0. Where the attachment calculations are done as a moment based system
for single patty placement, and as an uplift based system for double potty systems
I
Tcst
Sped ficattnnit
PA 101
2.1 Components or products manufactured by others:
Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA
which list uplift resistance values with the use of Polypre Al 1160 roof tile adhcsivc.
R
1.6 IbsJIt'
18 PSI Parallel to rise
12 PSI Perpendicular to rise
28 PSI Parallel to rise
0.08 Lbs. /F1
3.1 farm / Inch
+0,07% Volume Chan rr -400 P,.
weeks
Volume Chan
Itumidlity, 2 weeks
l'rotl uct
Dc,1criptinq
Two com ponent
• polyun:thane
Dispensing Equipment
Dispensing Equipment
e 0f0 . t "11"1.r''°
prank Zuloagn, RAC
Product Control Examiner
07tza /ul nu:. £.+ • V�
Polvfoim Products, Tnc. ACCEPTANCE No.: OI- 0521.02
Note: The physical prapertics listed above me presented us typical nverngc values its determined l y
necepted ASTM tcv methods and arc subject to naraunl mnnufncturing ynrintion.
3. LIMITATIONS
3.I Circ classification is net part cf this acceptance. Ma to the Prepared RoofTilc
Assembly for fire ratin6.
3.2 PolyproG AN 160 hall solely Uc used with 11at, low, & high tile profiles.
3.3 Minimum undcrlayments shall be in compliance with the Roofing Application
Standard RAS 120.
3.4 Roof Tile manufactures acquiring acceptance for the use of Polypro® AH 160 roof
tile adhesive with their the assemblies shall test in accordance with PA 101.
3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the
use of Polypro® Att160 roof tile adhesive with their tile assemblies shall test in
accordance with PA 101 and with section 10.4 as modified herein,
_'2) w
F' =_
M5
4. INSTALLATION
4. t Polypro® AH 160 may be used with any roof tile assembly having a current NOA that
lists uplift resistance values with the use of Polyp ., " "'
4.2 Polypro® AH 150 shall be applied in compliance
section and the corresponding Placement Dap'
assembly's adhesive attachment with the use
suflicicnt attachment resistance, expressed
the uplift resistance determined in comp!'
Application Standards RAS 127. The
tile assembly NOA
4.3 Polypro® AH 160 roof tilt adhesiv
accordance with Roofing Applic
Polypro® A.H 160 Operating t•
4,4 Installation must be by a Far
by Polyfoam Products, lnr
applicators to the author*
4.5 Calibration of the Fox'
any adhesive. The r
be maintained bets
deliver 0.0175 to
shall be approved.
4.6 Polypro® AN 160
dispensing cquipm
4.7 PolyprotD Alt 160
•
V I . •Y. Y a
Pnlyfoans Products. Inc. ACCEPTANCE No.: 01. 0521.0;
4.8 Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3
minutes after Palypro®AH160 has been dispensed.
4.9 Polyprot AH I GO placement and minimum patty weight shall be in accordance with
the 'Placement Details' herein. Each generic tile profile requires the specilie placement
noted herein.
Tnl.Ic I: Adhesive Placement For Each Generic 'Tile Profile
Tilcl'rnftc I'lucensent Sissglu l'uddy Weight Two Paddy Weight
Detail Min. (prunes) per paddy Min.
(grams)
Fiat. Low. High Profiilcs
High Profile (2 Piece Barrel)
ul
#1
35
I7 /side an cap and
3a /o an
Flat, Low, High Profiles 4 24
Flat, Low, Huh Profiles #3
5. LABELING
AJI Polypro® AH160 containers shall comply with the Standard Conditions listed herein.
G. BUILDING PERMIT REQUIREMENTS
6.1 As required by the Building official or applicable Building Code in order to
properly evaluate the installation or this system.
4
N/A
N/A
N/A
B
,
frank 2uloaga, ARC
Product Control Examiner
"olvrotnl produ Inc.
nad N .YOa pI..11t GUMS
UnaWrms%
1
Eire eMYN
1 In
I uei Ohno4 /1 .1
N s\''
t..1 Cone ,
Is Mit
N .A IN p1.pO twrmn
Lan Cane
14 (i1
t4.wi
M Hp 'lbw's 'Mpeet.l A. tip
Iron vii anon
ADHESIVE PLACEMENT DETAIL 1
SINCLE PATTY
liter (sews Tr.)
i.ieMr.. wr;
Iasi NNIb Ipy..
I In.M I.s wpaal..
(1.1 Go rat
Na l 'Jk..gn )I.I IIC :1,44.1
U,..nar•. r.
L., swim i w . .
0+s4.4nn1el i4riL
Ili. y Iran w.pHdet
1) Man owe, INiii.e to arikit 171411 Oivanu hiiT�
wits l•CMIrleed.gvWI pm MS •!A jAsh p04�Wa4
Tito cows ii .14.4an. kia efuiM II A.
1s 1I. Hen wi111..11pc.1 t Int I!.
114. li1e10114 Ile.
3
ACCEPTANCE No.: 01- 057.1.02
01 10(004m rbl
Frank Guiana, tiRC
Product Control Examiner
M.J il.i tC Miaual
UT/ TJ: U.
Po7v rain, Productijac .
ADHESIVE PLACEMENT DETAIL 2
SINCL>✓ PATTY
It1U attougnplssitc eemenl PO0180;61 r
NO Waugh p13 $''C c o m e t
U1eu41m..I
Iidd% { km nil
huts
(art doeurl
prig sips
tits CALM
NO through p171iic stunt
6
ACCEPTANCE No.: CI•0521.O2
(rank Zulaaga, RRC
Product Control Examiner
01./23/01 !SON 13:10 hAS a a �
' Olvio1nt Products, Inc.
Nell tM1rougn plastic cement
Gre course
NaJ tnrougn plastic :mot
tlnetrlrymenl
1 44In. c 1 In.
4In. /.
Single
Iltddy on
tinder
Iaymonl
Ern
Caine
Nall through ;talk :emem
Q Strolls paddy
3
In under ills
z 3 In.
Single paddy en
under.
laymen
Stnale paddy
on top al the
.J. v
ADH'IESIVE PLACEMENT DETAIL 3
DODUULE PATTY
Singh paddy
an top of ills
Eery Csurx
7
ACCEPTANCE IYo.: o 0521.02
single paddy
bemoan Ills
(am Clot's.
tats 1 tn. ewdlum
lice paddy sere courts only
Fascia
SInale paddy under tale
Sing4 paddy between 13a
2 k s l In MEOWS
slat paddy save
course only
Feeds
Welohole
tin *mutt
OAP ago
rrani: Zuto:tga. FUIC
Product Control Exs.mincr
w a 7 ' ,
Pohyf.: itn Products, Tue.
Renewal of this Acceptance (approval.) shall bc considered alter a renewal application has been filed
and die original submitted dccumcnss, includin6 rust- supporting data, engineei - ins documents. are no
older than tight (K) years.
2. Any and all apprcved product: shall be permanently labeled with the manufacturer's name, city,
state, and the following statement: "Mi:uni -Dade County Product Cuntrol Approval ", or as
specifically stated in the specific conditions of this Acceptance.
3. Renewals of Acceptance will not be considered if
a. There has bccn a change in the South Florida Building Cade allecting 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. ff 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 scaled the required documentation initially
submitted, is no longer practicing the engineering profesion.
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, fur sales, advertising or any
Other purposeS.
f. The Notice of Acceptance number preceded by the ,e•ords 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 bc available for inspection at
the job site at all time. The engineer need not reseal the copies.
Failure to comply with any section of this Acceptance shall be cause for termination and removal of
Acceptance.
9. This Notice of Acceptance consists of pages 1 through S.
END O('TIIIS ACCEPTANCE
ACCEPTANCE No.: 01- 0521.02
ht a,tt: zutoaga, RKC
Product Control Examiner
CONTRACTOR
Name K I ,
( /�/
License No. f11 /1 b
"l 7 s�o J
Address
1 +55 tv calas-t-,
Telephone 3b5954-01q1 l Fax
�a9
Qualifier Name
PROPERTY OWNER
Name r � v - \ . / �
t _ " ` --+ 1 C.Jt/
Address
a ►veE Ivy\ a *+t
Home Telephone - 05 q51-q91:0
Business Telephone 305 T79� /
1 1 �� o`lJ
Fax
TYPE OF MANAGEMENT (✓ )
New Construction
Enclosure
Alteration Exterior
Repair
Alteration Interior
Demolish
Relocation of Structure
Shell Only
Foundation Only
Add'! Attachment
Other
Add/ Detachment
Other
INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village:
Step 1.
Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please
print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submitted
along with this permit application.
Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the
processing of your application, you may be asked to submit additional information.
APPLICATION
Job Address:
j c 0 K0.1 I A6hore'
City
Address
Apt.
Folio Number 1 % �� 003D
A.',13 3J ft in/ 2, �`�
Lot S' i>. S. )t Block f
Subdivision l 6 . PB 4' PG 6 `1
Current Use of Prope /`'e S; APP - A . 4
,,'des: j , -)
Proposed Use of Property
Tenant Information
PERMIT TYPE (✓ )
Building
Electrical
Mechanical
Plumbing
LPGX
Roofing
Fence
Other
Chg. Contractor
Renewal
Revision
Extension
Supplement
Reinspection
ARCHITECT
Name
License No.
Address
Telephone
Fax
Description of Work
Master Permit No.
Subsidiary Permit No. -S a Y
PERMIT APPLICATION
State Zip
P,e&- Fla+ fte-rco
Zoning Linear Feet
Square Feet 5 i O Units Floors
Value of Work 4Jc2 Bldg Value
Tax Assessed/Appraised Value
Flood Zone Base Floor Elev.
PERMIT CHANGE (✓ )
ENGINEER
Name
Address
License No.
Telephone
Fax
Page 2
IMPORTANT NOTICES
1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant
the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m.
to 5:00 p.m. No inspections will be conducted on weekends or holidays.
2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris.
3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS.
4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is
required for work in or near the street/sidewalk.
5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer
which requires a separate permit.
6. PORTABLE TOILETS for a construction site require a separate permit.
7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department.
8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement.
9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources
Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers.
AFFIDAVIT - Please read carefully.
Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, 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, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY,
ROOFING and SIGNS and there may be additional permits required from other governmental agencies.
I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve
months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and
any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the
present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business
under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must
conform to the current code requirements of the Building Code.
WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for
improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with
your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at:
22 N.W. 1st Street, 1 Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in
accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and
Choosing a Contractor.
Signature of 0
Print Name
STATE)OF FLT I ►, A, COUNTY OF MIAMI -DADE
4 14
•
Sworn to and subscribed before me this
14
day of
Ig.nature of Notary " ,lic - Stat of Florida
Jy)A
SEAL: "vi% Blanca Barbara Rodrigu
*? *My Commission CC793125
\ , ? Expires No mber24. 2002
Personally known � / OR, Produced Identification
Type of Identification Produced:
Print Name
Sworn to and subscribed before me this
PERMIT APPLICATION
STAT F FL a R A COUNTY O: MI mil -DADE
ouv
SignatV of t ct r/ A kk V L I rA
II
day of Oc;(
r l xnl (10 - 1 C-0 ,11 4k-
/Ph‘
n ature of ta r ubbli S e of Florida
SEAL:
'411)..t) arbara Rodr uez
*. *My Commission CC793125
%,„," Expires November 24, 2002
Personally known OR, Produced Identification
ti ` dentification ilk 1-)r-I.C.
Type of Identification Produced: k 1 gO- t,g10 'to, 0
Appendix "E"
UNIFORM ROOFING PERMIT APPLICATION
PROCESS No.
Contractor's Name: PCkSAA KO.1A 1 eK Job Address: P- S ME, E, (O h
(Low Slope Application)
❑ (Asphalt/Fiberglass Shingles)
❑ New Roof
ROOF CATEGORY
❑ (Nail -On Tile)
❑ ( Metal Roofs \Wood Shingles & Shakes)
ROOF TYPE
d Re-roofing ❑ Recovering
❑ Repair ❑ Maintenance
❑ (Mortar- Adhesive Set Tile)
❑ (Other)
Flat Roof Area (ft 500 Sloped Roof Area (ft 0 Total (ft Sod Master Permit No.
Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 7 -88 table 1):
ROOF HEIGHT AND SYSTEM DET TLS
(Draw details as needed)
C O I S ° � — Y `i p
X salt/ alt/ w (
Ft.
A
V
Ft.
A
V
Mi nerid cap A71
2-p I yp b Iris
b soh ee -�
) b v-- ;,,�' /L
Deck type: i
Fastener Type:
ATTACHMENT
SPACING
Field: / Perimeter: b Corner: w
D
D
DETAIL 1 & 2
r
r
r
h
ct-
ROOF PLAN
Cr-
123.01 -78 9/96
Page -
Page -2
Appendix "E"
UNIFORM ROOFING PERMIT APPLICATION
PROCESS No.
Ridge Ventilation?
MEAN HEIGHT
Deck type:
/ Underlayment:
Insulation:
Fastener type & spacing:
Cap Sheet:
12"
ROOF SLOPt
DE T A I L 3
SLOPED SYSTEM DESCRIPTION
Roof Covering:
Drip edge:
ATTACHMENTS REQUIRED
1) Fire Directory Listing Page
2) Dade County Product Control
Notice of Acceptance -Cover Sheet
a) Specific System Description
b) Specific System Limitation
c) General Limitations
d) Applicable Detail Drawings
3) Municipal Permit Application
4) Other Component Approvals
TILE CALCULATIONS
(Pmaxl: X ? (Aerodynamic Multiplier): ) - M = M PCA:
(Pmax2: X X (Aerodynamic Multiplier): ) - M = M PCA:
(Pmax3: X a. (Aerodynamic Multiplier): ) - M = M PCA:
5104 APPENDIX "F" •
APPENDIX "F "REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
As it pertains to this Appendix "F ", it is the responsibility of the roofing contractor to provide the owner
with the required roofing permit, to provide the owner with this appendix and to explain to the owner the
content this form. The provisions of Chapter 34 of the South Florida Building Code (SFBC) govern
the minimum requirements and standards of the industry for roofing system installations. Additionally,
the following items should be addressed as part of the agreement between the owner and the contractor.
The owner's initial in the adjacent box indicates that the item has been explained.
1. Aesthetics - Workmanship: The workmanship provisions of Chapter 34 are for the purpose of
providing that the roofing system meets the wind resistance and water intrusion performance standards.
Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic
issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as
part of the agreement between the owner and the contractor.
2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be
renailed in accordance with the current provisions of Chapter 29 of the SFBC. (The roof deck is usually
concealed prior to removing the existing roof system)
3. Common Roofs: Common roofs are those which have no visible delineation between
neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing
contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed.
RI 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.
l ( 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 roofing system. Ponding conditions may not be evident
until the original roofing system is removed. Ponding conditions should be corrected.
( M 6. Overflow Scuppers (All 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.
RT 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the
interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not
be reduced. It may be beneficial to consider additional venting which can result in extending the service
life of the roof.
Qwner's/Agen is ignatu re
Signature
101bl°'
Date
Contractor's
Signature
' mils).
, at 1 - 1/4
its i.
at 1 - 1/2
/2 gal /sq
ied at 1.2
al sq (12
ied at 30
. _ plied
:6 dry
ed at 50
_ ries,
:
28. , ._ ,;, .....a wirer; at r li4 ON (12 dry mile).
Base Coat: .Cbe or teo . ye Speed" I/ 25 r or "Poly-
•
foam 303", 1 r (12 ' :by mile). eta "Geroge: UB"6! • 1 gal /sq/
app I -1/ 8� UA-65" Series I gal /sq or "Geroge* UA-6O",
:9. Deck NC gal/sq (12 dry mils).
Foam: "Poly -Iao' or "Poly-Lso Incline 1/4
foam 303 , if in. min. Y SPCd't1" with " Polyfoam 251" or "Poly -
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).
1 f mils). UA-65" Series (various colors), applied 1 gal /sq
Q. Deck NC
Foam: "Poly' -Iso" or "Poly -Iso Special" ith "Polyfoam 251" or "Poly -
foam 303 ", 1 in. min.
Base Coat: / One or two applications " Gacoflex LB- 7050 ", applied at 1
gal /sq /appfication or three applications, applied 1 -1/4 gal /sq/
application (16-32 dry mils).
Surfacing: "Gacoflex L'A -60" Series (various colors), applied 1 gal /sq
(1S dry mils).
L Deck: NC
Foam: "Polv-Iso" or "Poly -Iso Special I withe "Polyfoam 251" or "Poly-
foam 303 ", 1 in. rein.
Base Coat: "GacoSil S- 1000 ", applied at 1 gal /sq (10 dry mils).
Surfacing: "Gacoflex 5- 1000 ", applied at 1 gal, sq (10 dry mils).
2. Deck: NC
Foam: "Polyfoam 251" or "Polvfoam 303", any thickness.
Surfacing: � 'Gacotlex L're- Shield 7007 ", 40 dry mils.
3. Deck: NC
i
Foam: "Polvfoam 275 ", any thickness.Incline: 2
I Base Coat: "Gacoflex A- 6211 ", 1-1/2 gal /sq (14 dry mils).
Surfacing: " Gacoflex A -6200" series (various colors), 1 -1/2 gal/sq (14
1 1 dry mils).
1 :4. Deck: NC
Incline: 2
Foam: Polyfoam 251. "Polvfoam 273" or " Polyfoam 303 ", any thickness.
Base Coat: One or two applications " Gacoflex LB- 7 050 ",'applied at 1
=q (12 gals sq. /application (16-32 dry mils).
Surfacing: One application of "Gacoflex A -55 Series" (various colors),
it applied at 1 -1 2 gal,' sq. (15 dry mils).
7.
Deck: NC Incline: 1, 4
Foam: "Polyfoam 1", "Polyfoam 275" or "Polvfoam 303 ". any thick-
Base Coat:
ness.
Trowel Coat: Ga�o`-ex LB -64, "' applied at 1 -t zal sq, i 1„ dry mils..
lb
7(.; mesh crushed walnut shells mixed at agate or
is B gal with Gacoflex I B-r4," applied at 1-1, 2 zal, sq or " Gacr':ex
':ed at I-1 '2 gal sq (IS dry mils) followed by the broadcast
application. of 30. ed mesh crushed walnut shells applied at 7 -8 lb, sq.
Surfacing: 'Cacofle.x L -66'•, applied at I 2 gal. sq. (6 dry mils). y
;AF MATERIALS CORP
12 1361 ALPS RD, WAYNE NJ 07470
'RI :BERM 20" or "RL'BEROID Modified Base Sheet" may be utilized as an
:ornate to Type G2 base sheets in any of the following Classifications.
1 1 / 2 in. thick (min) gypsum board or 1/4 in. thick
7 , i Dens- Deck®" overlayment board may be used in any (min)
xisting Georgia-Pacific
d all =plc deck Classification When done, the resulting roofing onc stem is
ceptab ; , • rise o !e (15/32 in min) roof decks the pints in
1. and is part of rtoo are offset 6 in. with the ' ' is in the
system, it must be plat d below the
of "GAFGLAS Ply 4" or "Ply 6" may be adhered to
Mailable Base S may be
decks and ma recover
R1306
LOOK FOR THE UL MARK ON PRODUCT
the MAPGLAS Ply 4" or�GAF�GLAS ' e r following systems.
rally for base sheet may be solid mopped, sp mopped
Unless otherwise indicated, all insulations fasteriey, ons may be hot mopped o
Class
"GAFGL41S Flashing" or "Ruberoid" may used B or C systems listed below. Y sed for in any a(dre
perlite" is referenced, this includes "GAFTEMp PERMALITE®"
any other UL Classified perlite insulation.
Crushed stone or slag are suitable alternates for or
B or C systems listed, gravel in any of the Class
Structural cement fiber building units are considered suitable to be A
as a deck in the following Class A, B or C systems listed over C - 15/32NC
The use of gypsum board under any of the following A, B or Csystems
does not adversely effect the rating. The use of 1/2 in. mi n
acceptable alternate for insulation over C -15/32 decks. gypsum boa is an
The use of polystyrene insulation board between ' '
and deck with rosin paper (perlite/ rosin a r pol 3/4 n rte board
suitable alternate for isocyanurate board p�rIitB) a
systems. in the following Class A, B o r C
"GAFTEMIP Isotherm RA ", "GAFTEMIP Tapered Isothe
"GAFTEMP Composite A" may be substituted for any isocyanurate insulation
in any of the following Classifications. R� and
Trumbull "Perma Mop" may be utilized with any of the following "Asphalt
Felt Systems with Hot Roofing .Asphalt".
GAPGLAS #80 Premium Base Sheet may be used in any of the following
systems.
"GAFglas Flex Ply 6" is a suitable alternate to "GAFglas Ply 6 ".
•'GAFTEMP Permalite Recover Board" may be used in lieu of any perlite
insulation in any of the following NC Classifications .
Class A, B and C
Hot roofing asphalt, for use with organic and glass felts of modified bitumen
membranes.
"Ruberoid Heat Weld" SBS roofing membraner may be used in lieu of
"Ruberoid Mop" SBS products in any applicable Classification.
1. Deck: C -13/32 Class A
Incline: 3
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite isoc:anurate composite. perlite
urethane composite. wood tiber isocyanurate composite. phenolic. an
thickness.
Ply Sheet: Three or more !avers Typ Cl '•G.AFGL.a= 4 or
" CAFGLAS Ply 6'•. hot mopped
Surfacing: Gravel.
- Deck: C -15, 32
Incline: 2
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite: isocyanurate composite, perlite
urethane composite, wood fiber. isocyanurate conposite, phenolic, any
thickness.
Ply Sheet: Three or more layers Type Cl "GAFGLAS Ply 4" or
"GAFGLAS Ply 6 ".
Cap Sheet One layer Type G3 "GAFGLAS Mineral Surfaced Cap
Sheer',
3. Deck NC
Incline: 2
Insulation (Optional): One or more layers perlite, wood
fibez isocyanurate, urethane, perlite /isocyanurate
urethane composite, wood fiber /isocyanurate composite, � composi
Ply Sheet 7` - !ayes -
Q.As
er Type G3 "GJ„AS _
UL iwo: lagers "t eem 44 1. marry
Classified gravel surfaced Class A asphalt
mat
5. Deck -1 /32 _ Incline I
Slip Sheet (Optional): Red rosin paper, nailed to deck.
4j
G.A.F. Materials Corporation
1361 Alps Road
Wayne NJ 07470
.-■eceptAnce No.:00-0331J5
Expires:11'04:2003
r:)vcd: 06/2912000
gaDUCT CONTROL NOTICE OF ACCEPTANCE
BUILDING CODE COMTLIANCIFir
METRO FLAGLER BULDwG
140 WEST FLAGLER STREET. SUITE 1603
MIAMI. FLORIDA 33130-1363
(305) 375-2901 FAX (305) 375-29011
CONTRACTOR LICENSLNO SECTION
005/ 375•2327 FAX (303) 37$$M
CONTRACTOR ENFORCLMEXT SECTION
(305) 3 FAX (305) 373-2901
PRODUCT CONTROL DIVISION
(305) 3 FAX (305) 3
Your application tar Product Approval (al:
GI F Conventional Built-Up Roof Systems for Wood Deck.
under Chapter S of the Code of Miami-Dade County governing the use of A lternate Materials and Types
Construction, and completely described herein, has been recommended for acceptance by the Ntiami4Dade
County Building Code Compliance Office (E3CCO) under the conditions specified herein.
This approval shal,1 not be.valid after the expiration date stated below. BCCO reserves the riulit to secure this
rroduct or :lia:erial at anytime from a jobsite or mantifac:urer's plant for quality control testim2.
i:•tHis product or fails to perforhi in the 0.27.. aanner BCCO may revoke. modify, or suspenj.
use ot suca product or material imn-,ediately. BCCO reserves the :o revoke this approval, if it is
3C.'70 product Cr F a ee: rezuiremer or the Sc., Florida
The expense o such testim2, v. :11 be incurred
THIS IS TliC,c,OVERSHECT. SF" ADDITIO\•-■ l',AC,FH in:: PF_CIFIC AD GENERAL
CODITIQ\
ad.dre;>. pos:mas:er "",; )T1
Rau! Roc.:':
j; 411 I 4 444.1A°
Qu;ntail• R.A•
Director
Miami-Dade County
Buildinu. Code Compliance Office
HorneP■ge:
Deck Tvnc,
Maximum Dusian'Pressure
Fire Classificationi:
Product
GAF Asphalt
Concrete Primer
GAF M ineral Shields,
Granules
GAF V. eat!ierCoats
E:r,uIsic.t
GAF Premium
Fibered Aluminum
Root Coat..
C AFGLASZ
G. PG LAS 430
L ltima Base Sheet
GAFGLAS Ply 60
GO lb. bags
5 r2al!ons
I. 5 tutllons
3 sq. roll
75 lb. roil
3. Sq. Roll
70 lbs. /roI l
5 sq. roll
45 lb. roll
Wood
=75 psf
See General Limitation #1
• t i •
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
Dimensions
5, 55 gallons
•
Test
Specification
Approval 0
Expiration Date'. N
Product
Description
ASTM D 4 I Asphalt confrere primer used to promote
adhesion of asphalt in built- up,roofinS.
ASTM D ! 363 Granules for suracing of exposed asphalt,'
cold process.cecnent or emulsion. GAF
:Mlinera! Shields Granules shall be used
for flashin_ applications only.
ASTNI 1227 Surface :.a1;. for smooth surfaced roofs.
.ASTNI D 28:4
. 2 3 'l '._....�� .. 1 ......_...!
• AST\! D 4 60; Asphalt impreg a!ed gad coated sass Isla:
base slicer.
ASTM D4601 Asphalt imprc�_nated and coated. fiberglass
base sheet
ASTM D 3I 73 Type VI asphalt impregnated glass Mt
with asphalt coating.
•ran ' Zu!ou,a, RRC
Roof n•' Product Control Examiner
#14
Dens - Deck
Test
Product Dimensions Specification
./' Dekfast Fasteners
Dekfast Fasteners
#12
ISO 95 Composite
Asphalt
Asphalt Primer
EPS various
High Der: ii [y Wood various
Fiberb i
Pelite. `j re :bane various
CJmr
!..__.. a- :c '.:s
x•13 alum Hun r:c
coating
various
PA 114
PA 114
Insulation fasteners for
concrete decks
Insulation fastener for steel
and wood decks.
PA 110 Polyisocyanurate / perlite
ridged insulation
ASTNI D 312 Type III or IV Hot asphla:
bitumin adhesive
AST`I D 4 Asphalt Prime-
PA H 0 Extruded polystyrerle
insulation
PA 110 Wood Fiber insulation coard
PA H 0 Perl i t_ uretnan.e
Boa -d insulation
Product
Description
PA :21 Aluminum roof coating
PA 110 Gypsum insulation board.
Man ufactu r
Construction
Fasteners Inc.
(with current PCA)
Construction
Fasteners Inc.
(with current PCA)
Firestone
(with current PCA)
generic
� er:eric
generic
generic
Grundy Industries
(with current PCA)
Georgia Pacific
(with curre PCA
Frank Z :lc3g2, R C
#12 Roofgrip
#14 Roofgrip
Gripdek Fastener
Hexcel Fastener
Hextra
Standard Plastic
Piate
ISO 95—
B'N RG' `r"- 2
R
`1:, "laic.
Polypropylene
Test
Product Dimensions Specification
'round
various
various
' round
PA 114
PA 114
PA H4
PA 114
PA '114
P.Al.'
PA 1i0
PA 110
PA
Product
Description
Insulation fastener for steel
or wood decks
Insulation fastener steel,
wood or concrete decks
Insulation Paste ,er
Insulation fastener
ITW Buildex •
(with current PCA)
Insulation fastener and metal ITW Buildex .
or plastic p'a :e (with current PCA)
pins: plate
. c.;oletin •„
Polyisocyanurate foam
insulation
Polyisccvanuraie raam
insulation
PA I i 4 Polypropylene
plastic plate
ian f actu (1111P-
ITW Buildex
(with current PCA)
ITW Buildex
(with current PCA)
ITW Buildex
(with current PCA)
ITW Buildex
(with current PC.-\
Firestone
('.with current PCA)
NRG Barriers, Inc.
('.pith current PCA)
ERG Barriers,
"anutacturinZ
Croup, Inc.
current PCA)
Olympic
Manufactur ?ng
Group, Inc.
(with current PCA)
Frank Z.::ca,a, RR^
Root:^3' "-c. Con trol Exam..'.
Test
Product Dimensions Specification
Olympic Fastener
#12
Olympic Fastener
ASAP
Olympic CR Base
Felt Fastener and
Base Sheet Disc
GiasFast Fastener
Paroc Else Board
Paroc Cap Board
Rawl Fasteners
4 12
various
various
various
PA 114 Insulation fastener
PA 114 Pre - assembled Insulation
fastener and plate
PA 1 1 4
PA . 1 Insulation fastener assembl;
pith recessed plastic plate
P.1 ;10 Rock'•tool insulat
PA i 1!) Pockwool insulation
PA ! 14
Product
Description
Insulation fastener assembly
for Base Sheet fastening
only
and decks
3" round d poi?
-late
r.
ere
Insulation fastener for steel
and wood decks
a c u r
Olympic
" Manufacturing
Group, Inc.
(with current PCA)
Olympic
Manufacturing
Group, Inc.
(with current PCA)
Olympic
Manufacturing
Group, Inc.
(with current PCA)
Owens - Corning
Fiberglas Corp.
(with current PCA)
Partek, r.c.
(with current PCA)
Partek, Inc.
(with current PCA)
Rn ax. L.
Stad:er
_...rent PCA;
SFS /Stadler
(with current PCA)
The Rawlplug
Company Inc.
with current PCA)
Frank Z.:ioaga. RR
R ot.^.; P aCuc. Star'..
EVIDENCE SUBMITTED:
Test A2encv, Test Identifier Description •.
Date
Factory Mutual Research FMRC 1996 Current Insulation 01.01.96
Corporation Attachment Requirements
Factory Mutual Research J.I. I VSA4.A`f Wind Uplift 06.23.93
Corporation FMRC 4470 - P.A 1 14
Factory Mutual Research J.f. 233.A4.A\1 Wind Uplift 07.02.97
Corporation J.I. 3B9QI.A\1 FMRC 44704 01.03.93
1.1. OD0A3.ANI 07.09.99
Factory Mutual Research J.I. 0DIA3.Atif Wind Uplift 07.29.94
Corporation 1.1. 0Y9Q5.AN! F`.1RC 4470 - PA 114
04.01.93
Factory Mutual Research 1.1. 3X3.A2.AM Wind Uplift 03.02.94
Corporation C PA I 4 1
F�fR - 3-1,x: I ,
Factor. `.i_:uai Research J.I. 0Y9Q5.AM Wind Uplif: 0
Corpora:...., FMRC 4470 - PA 1 1 '
Ur. -'erwr :ers R1306, 87N'KI 1319 Fire Resistance Classification 01.01.93
Laboratories, Inc. UL 7 90 - PA . .
Zt En_ r,eerir - ;,x':.).0:.9 ' Wind L 0 95
_xar^. .._.
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: GAFGLAS® #75, GAFGLAS #80 Ultima Base Sheet, GAFGLAS® PLY 40,
GAFGLAS® PLY 6 ®, GAFGLAS FlexPly, GAFGLAS0 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"
c.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 GAFGLASg PLY 4�, GAFGLAS FlexPly 6 or GAFGLAS® PLY
&E 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 Sheer: (Optional) One ply of GAFGLASZ 'tineral 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 follo'.vinz:
I.GAF WEATHER COAT Emulsion with an application rate of 3 gal. /sq.; or OAF
Premium Fibered Aluminum Roof Ccatinct with an applica :i_:'. rate of 1.5 ttal...sq..
2. Asphalt flood coat at an applica:ion rate of 60 lbs./sq. — _D .. plus gravel cr 3:32,
an apolication rate of 400 lbs./sq. 32;0 lbs .`sq. respec:. c .
19 / 32 " or greater plywood or wood plank decks
See V.7. -71. ,.
te
=ran' Zulcaga, RRC
Roa ring aroduc ::on
Wood Deck System Limitations:
Cam I A slip sheet is required with Ply OD Flex Plyr" 6 and Ply 6® when
fastened base or anchor sheet.
2. '/ Type X gypsum board is acceptable to be installed directly over the wood deck..
used as a mechanically
G ENERAL LIMITATIONS:
I Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials
Directory for fire ratings of this product.
2 Insulation may be 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 full mopping of
approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or mechanically
attached using the fastening pattern of the top layer.
3 All standard panel sizes are acceptable for mechanical attachment. When applied in app
asphalt, panel size shall be 4' x 4' maximum.
4 An overlay and /or recovery board insulation panel is required on all applications over closed cell
foam insulations when the base sheet is fully mopped. It' no reco'. cry board is used v th e bate sheet
nay be applied using spot plopping with approved asphalt, diameter circles, 24" o.c.: or strip
mopped 8" ribbons in three roes, one at each sidelap and one dc'•• n the center of the sheet
allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" bre:!
shall be placed every 12' in each ribbon to ailo'.v cross ventilation. :Asphalt application of either
system shah be at a minimum rate of 12 lbs. /sq Note: Spot attached systems shall be limited
to a maximum design pressure of -45 psi.
Fastener spacing for insulation attachment is based on a �1i..,...1, , Cha:acteristic Force (F')
e' 273 as tested in compliance with TAS 105. lr h, st_•,_. as field-tested. t � t,. "? l rested, I; beiC'•
ins,.iation attachment shall not be acceptable.
Fa: sra.:ing for mechanical attachment 31 anchcr.base sheet or n,_... cran_ attachment is bas'..
on ia, ilimum fastener resistance value in conjunction with the maximum dcsi value Its :_.1
v iti•.a e saeciflc system. Should the fastener resistance be less than ill. :c required, as determuin'_.:
by the Euiiding Official, a revised fastener spacin pr si_ and sealed by a Fler:.:.1
Regist_.e:1 Engineer or Architect may bm ,_.l. Said `_ :. i
Engineer be SU ^I; . :,� :5: spacing utilize _
;(ild resistance value taken from `liam. -D de Prctoeoi and Ca •I' ''Jn
.a .__ with'liami -Dade Roofing Applicatiah S ... R.AS 1: - y
corner areas shah . ..•• M_ en " :'
_ s:.... _- 7 .c.._ _ __
Vic.... -.s;
p '_> >... _ Zci:_� _ gees , extended corners. ai..d corners: (\ hen this
, i,:ltion is sil•_ci!icall, referred within :his `'OA. Geucral Limitation x "'gill not he
` I .Renewal of this Acceptance (approval) shall be considered after a renew
filed and the original submitted documentation, including test su pport data, engineering
documents, are no older than eight (8) al application has been
g ()years in g � gtneering
2 Any and all approved products shall be e
state, and the following statement: �� Permanently labeled with the manufacturer's name, city,
specifically stated in the specific conditions o this Acceptanceuct Control Approved or as
3 Renewals of Acceptance will not be considered if:
a) There has been a change in the South Florida Building Code affecting the evaluatio
product and the product is not in compliance with the code changes; n of this
b) The product is no longer the same product (identical) as the one originally a r v
c) If the Acceptance holder has not complied with all the requirements of this acceptance,
pd
including the correct installation of the product;
d) The engineer who originally prepared, signed and sealed the required documentati
submitted, is no longer practicing the engi e
ne ring orofe;sion on initial( }'
Any revision or change in the materials, use, andior manufacture of the r + ..
automatically be cause for termination of this Acceptance p o�.u,,, or process shall
requested (through the filing ofa revision application with appropriate approval
te f ee)a dgr has ythi
office'. his
5 Any of the following shall also be grounds for removal of this Acceptance:
a) Unsatisfactory performance of this product or process;
b, ``::sage of this Acceptance as an ena do
oche: _ i'7oses. r;em of ar:y prod_.. 3a ._., ad
.._ at a ,
,-' = t ' ` "te '•L.... 3.7 �: _...�. ai .,1ij .-� =., r _
;a -., �e shat be cause
.A_- , :a'.__ _ :nta ,s pages 1 through 32.
END OF THIS ACCEPTANCE
T. n • D COND
Frank Zuloa;a. R_RC
,aoring ?rod:;c C,;r.: ol .._.
ELECTRICAL
TYPE
Minimum Fee
QTY.
TYPE
Dryer
QTY.
TYPE,
Outlet, Appliance
QTY.
TYPE
Service Repair
QTY.
A/C Central 1 -3 Ton
Fan
Outlet, Wall
Service, Temporary
A/C Central 4 -7 Ton
Fire Pump
Outlet, Switch
Signs
A/C Central 8-15 Ton
Fixture - Fluorescent
Oven
Space Heater (kw)
A/C Central 16 -20 Ton
Fixture Light
Parking Lot Lights
Spas/Hot Tubs
A/C Central 20+ Ton
Flood Lights
Plugmold/Strip
Subfeeds, No. of Amps
A/C Window
FPL - Load Central
Posts
Swim Pool, Commercial
Air Conditioners
Garbage Disposal
Range/Range Top
Swim Pool, Residential
Chiller
Generators, etc.
Receptacles
Switchboards
Clear Violations
Heat Recovery
Refrigerator, Comm. (p/PH)
Temp Serv., Construction
Compactor
Low -volt, Burglar
Refrigerator, Domestic
Temp for Test - 30 days
Deep Freezer
Low -volt, Fire
Renew - Temp Service
Water Closet
Demolition
Low -volt, Intercom/Teleph.
Repair Circuits
Water Heater
Dishwasher
Low -volt, Television
Service, Number of Amps
Water Heater New
MECHANICAL
TYPE
Minimum Fee
QTY.
TYPE
Condensate Drain
QTY.
TYPE
Generator
QTY.
TYPE
Refrigeration, Tons
QTY.
A/C Central, Tons
Cooling Tower
Heating Strips, each
Vent Hood, Cost
A/C Wall/Win. Tons
Dryer Vents, Number of
Paint Booth
Ventilation, Cost
Air Handler, Tons
Ductwork, Cost of
Piping, Flammable Liquid
Periodic Inspections
Barbecue
Fire Sprinkler System
Process/Pressure Piping
Supply, AC Well
Bath Fan - Vented, #
Fireplaces, Number of
Pressure Vessel
Temporary Toilet
PLUMBING
TYPE
A/C Condensate
QTY.
TYPE
Drains, Roof
QTY.
TYPE
Miscellaneous Fixture
QTY.
TYPE
Soakage Pit
QTY.
Bath Tub
Drinking Fountain
Miscellaneous Repairs
Solar Water Heater
Bidet
Filter Replace
Pool Piping
Sprinkler Repair
Cap - Fixture
Fountain
Pump and Abandon
Sprinkler System
Cap - Water
Gas - Appliance
Pump, Domestic
Supply, AC Well
Cap - Sewer
Gas - Natural
Pump, Fire Stand
Temporary Toilet
Catch Basin
Gas - Propane
Pump, Re- circulate
Temporary Water Closet
Clothes Washer
Gas Piping
Pump, Replace - Pool
Urinal
Dental Chair
Grease Trap
Pump, Sprinkler
Utility - Sewer
Discharge Well
Ice Maker
Pump, Sump
Utility - Water
Dishwasher
Indirect Wastes
Relay Repair
Vacuum Pump
Disposal
Interceptor
Roof Inlet
Water Closet
Domestic Well
Laundry Tray
Septic Connection
Water Heater
Drainfield, 4" Tile/Res.
Lavatory
Septic Tank
Water Heater New
Drains, Area
Meter Set (Gas)
Sewer Connection
Water Re -pipe
Drains, Floor
Minimum Fee
Shower
Water Service
Drains, French
Miscellaneous Equipment
Sink
Well, Supply
Page 3
PERMIT APPLICATION
INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below.
RECEIVED AND REVIEWED BY: DATE:
Page 4
OFFICE USE ONLY
CHECKLIST
LI OWNER - BUILDER FORM
(Attach)
LI FIRE DEPARTMENT
APPROVAL (Commercial /
multi- family)
❑ CONCURRENCY
(New Construction)
❑ OTHER
(Specify & Attach)
$3.00 per page (Scanning Fee)
Miami Shores Village
Bond
Metropolitan Dade County (C.C.F.)
Inspector State Educational Fund $
State DCA (Radon) $
Code Enforcement Fine
Zoning Review
LI PROOF OF OWNERSHIP
(Attach)
❑ HRS / DERM APPROVAL
(Septic / Sewer)
❑ IMPACT FEE
(New Construction)
$
SECTION
Zoning
Electrical
Mechanical
Plumbing
Fire
Public Works
Structural
Building Official
BY
DATE
1
• -.
❑ OTHER
(Specify & Attach)
( sq.ft. = x/1000
x ¢.60)
(¢.005 / sq.ft.)
(¢.01 /sq.ft.)
REVIEWED AND PREPARED BY:
PERMIT APPLICATION
LI CONDO ASSOCIATION APPROVAL
(Attach)
❑ BPR APPROVAL (Restaurants)
LI CONTRACTOR REGISTRATION
(On File)
PERMIT FEES
TOTAL $36 1
ISSUING OFFICIAL
DATE:
CONDITION OF APPROVAL
Revised July 2001
10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com
Ov.ncr's Name and Address mn • 3 . cfac
Location and legal description of lot to be built on:
Lot Block
Street and Number where work is to be done
State work to be done and pu
iect.i.ott /- 0 Lb.
STATE OF FLORIDA, 1
COUNTY OF DADE. ss'
peared
Permit No
Disapproved
(Signed)
wilding Inspector
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT
Application is hereby made for the approval of the detailed statement us the plans and specifications herewith submitted for the build
inc or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami
Shores Village, Florida, and all provisions of the. Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and
regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during progress of the work.
Registered Architect and /or Engineer ,, : ..••,..•.,...,, «.,
•• ..,t••
Name and address of licensed contractor °benotut Roo�ut� . 7357 N. �. � iam •.,
1280 As
ose of buildin (by floors) ?'v .t4.t.
Ain e the extng nvofvtc t! on &Lo
1-90 .ylnte, w .slz
Xi to 9Je the and . r l a 7 ut�. S .. Z
and �taveL on l iaz aeciZon.
Date
14a c.A. 2 8/
No. °. .. 7 0 in d 3Tt.
'vision
02nd St.
X and for no other purpose.
Ncw Bui!ding Remodeling Addition Repairs No. of Stories -
To be constructed of Kind of foundation Roof Covering - g
Estimated Total cost of improvements S 8,300.00 Amount of Permit & 20.00
Zone cubage required plan Cubage
Distance to next nearest building. Size of Building Lot
Maximum live load to be borne by each floor
I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may
be sent to.
The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer
of labor under the Florida %1'orkmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement,
and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him
in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice
or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to •' performed under this
permit, as are licensed by Miami Shores Village.
Remarks (Signed) / ���/T2�`f
PLANNING BOARD DATE
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
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 e.
Date v / 6 I Read, Sworn to and Subscribed before me.
Notary Public, State of Florida
My Commission Expires __.._..... _ .. — _.
Member
Member
Member
to me well known,
Chairman
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 rc.inspection Ice of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty
materials anti /or workmanship.
Street and Number where work is to be done
State work to be done and purpose of building (by floors)
STATE OF FLORIDA,
COUNTY OF DADE. ss.
Permit No
Disapproved
(Signed)
BuildinInspector
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 1 '— , 19
Owner's Name and Address.. Dean R. Claussen No 1005 N. EStreet 98th St.
Registered Architect and /or Engineer
Name and address of licensed contractor Brady Roofing & Sheet_Metal - 2955 N. W. 73rd St,
Location and legal description of lot to be built on:
Lot Block Subdivision
1280 N E. 1Q2xi_d St,
Roof; 30 -90 -Tile
and for no other purpose.
New Building X Remodeling Addition Repairs
To be constructed of Kind of foundation Roof Coverin Tile
Estimated Total cost of improvements $_..13.55...00 Amount of Permit $ -ruts
Zone cubage required Plan Cubage
Distance to next nearest building. Size of Building Lot
Maximum live load to be borne by each floor
I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may
be sent to - The undersigned applicant for this building permit does hereby certify that he understands and
of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General L
and has complied with the provisions thereof, and will require similar compliance from all contract
in the work to be performed under this permit; and will post or cause to be posted for inspectio
or notices as are required by the Act. The undersigned agrees to employ only such su contrac
permit, as are licensed by Miami Shores Village.
Remarks (Signe
No. of Stories
accepts his obligations as an emplo , er
ws of Florida, Permanent Supple, t,
rs or sub- contractors employed b, im
the si of the work such bli '-lice
n w to be , per forme. u this
I/
,
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared
to me well known,
and who, being by me first duly sworn, upon oath deposes and says that he is the
of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts
therein by him stated are true.
Date ®°•4r ( Read, Sworn to and Subscribed before me.
Notary Public, State of Florida
My Commission Expires
PLA 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 $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty
materials and /or workmanship.
MIAMI SHORES VILLAGE
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.
Owner's Name and Address._ Dean R. Claussen
Registered Architect and /or Engineer
Name and address of licensed contractor Brady RQOfing & Sheet Metal - 2955 N. W, ?3rd St,
Location and legal description of lot to be built on:
Lot Block
Street and Number where work is to be done
State work to be done and purpose of building (by floors)
Subdivision
1280 N. E. 102nd St_.
Roof; 30 -90 -Tile
New Building X Remodeling Addition Repairs
To be constructed of Kind of foundation Roof Coverin
Estimated Total cost of improvements $__2.55..00 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 permit does hereby certify that he understands and
of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General L
and has complied with the provisions thereof, and will require similar compliance from all contract
in the work to be performed under this permit; and will post or cause to be posted for inspectio o
or notices as are required by the Act. The undersigned agrees to employ only such su contrac
permit, as are licensed by Miami Shores Village.
Remarks (Signe
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
and who, being by me first duly sworn, upon oath deposes and says that he is the
of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts
therein by him stated are true.
Permit No / ` Date 7 -1 ® 4'
Disapproved Date gate__
( Signed) l ``-
Building nspector
Date
C.3c) — �Q , 19
No 1005 N. E stee 98th St.
to me well known,
Read, Sworn to and Subscribed before me.
and for no other purpose.
No. of Stories
Tile
accepts his obligations as an emplo 'er
ws of Florida, Permanent Suppler t,
rs or sub - contractors employed b im
the si of the work such bli ' -tice
n w to be performe ju this
Notary Public, State of Florida
My Commission Expires
PLA 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 $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty
materials and /or workmanship.