BP-05-1121Miami Shores Village
10050 NE 2nd Avenue
Phone: 305 - 795 -2204
Printed: 7/29/2005
Applicant: AIMEE
Owner: SANTOS
JOB ADDRESS: 297 NE 97
Contractor ENVIROTECH ROOFING INC
Local Phone: 786- 251 -5691
Parcel. # 1132060134290
Signed: (Contractor or Builder)
Building Permit
Permit Number: BP2005 -1121
SANTOS
AIMEE
ST
Contractor's Address: 745 SW 98 PL CIRCLE
Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 23
Permit Status: APPROVED Permit Expiration: 1/24/2006 Construction Value: $1,500.00
Work: RE -ROOF FLAT ROOF WITH FELT BASE. FIBERGLASS AND MINERAL CAP SHEET SURFACE
Page 1 of 1
BLK 31 LOT SIZE 53.810 X
Fees:
FEE2005 -10410
FEE2005 -10411
FEE2005 -10412
FEE2005 -10413
FEE2005 -10414
Description
Building Fee
CCF
Training and Education Fee
Technology Fee
Scanning Fee
Total Fees:
Amount
$275.00
$1.20
$0.40
$6.88
$3.00
$286.48
Total Fees: $286.48
Total Receipts: $0.00
AUG 0 3 PAID
gyp.
Signed: (INSPECTOR)
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict
conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work
done by either myself, my agent, servants or employes.
BY:
3413
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305- 795 -2204
Building Inspection Request
Date gi4)5
Type Insp'n T9st\ (AT
Permit No .g?Z )5 ' 1
Name
A u o a k s
n t )
Address zCri NE ci1 37
Company 6'V 1 OTQCII .11/11(q fi
Phone # 1 - 4i? ° 2:1S6 Cr.e.tl R06070
Inspection Date 05
Approved
Correction ❑
Re- Insp'n Fee ❑
34 �6
5e
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305- 795 -2204
Building Inspection Request
Date8' 1
Type Insp n+ 1 r 1 roof
Permit No. 1 12 1
Name A / mcc. (50 rrft
Address 29 NE 11 3T
Inspection Date 8
Approved
Correction
Re- Insp'n Fee
I/4
Company V ( V D+CC h YlC�
Phone # 066) 4 Z 1 S8 `J
BUILDING
PERMIT APPLICATION
FBC 2001
Permit Type (circle): Building
Owner's Name (Fee Simple Titleholder)
Owner's Address 2 N - t
City .\•VOit,@r7 State
Tenant/Lessee Name
Job Address (where the work is being done)
City Miami Shores Village
Is Building Historically Designated YES
Contractor's Company Name Lk-. 44 VA ( +u t•■
Contractor's Address � 5 �. � •
` t \N S• Q
City I1 NiAz. Stat L
Qualifier Il F.,,..Z )a� jc.. •
Submittal Fee $
Notary $
Code Enforcement $
Total Fee Now Due $
2gte . ��
(Continued on opposite side)
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
L V'L l (. 60.6 Phone # (a) Zav (0- �Z
11 � - �Y�L�T \ND12 - s `
F4a
Zip
Permit Fee $
Ele 1a1' �'' '= Mechanical
‘``Al t4,t .
m
$ Value of Work For this Permit ) ' ejT
NO
Training/Education Fee $ cif()
Scanning $ 3 05-- Radon $ ■ "
RE Via)
County Miam"d€ Zip 3 i3
aster Permit No.
Phone #
Phone # l 3
Zip
Architect/Engineer's Name (if applicable) Phone #
S at
* * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees ** * * * * * * * * * * * * * * * * * * * * * * * * * * **
Structural Plan Review. $
Permit No. &OS ` , Z 1
5) ti p 3
1
Square Footage Of Work: - 55 L I
Type of Work: ['Addition ['Alteration ❑New Repair/Replace ❑ Demolition
Describe Work: tC E (L.04 h"C � �,o Zf � -• ���- C t�� �j la se C � -�� 1 1 n J )
ir>4 (6 mi,Aivpi Q.
h �
CCF $ 1 . ZO // co/cc
Technology Fee $ tP . t8
Zoning Bond $
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 CONDMONERS, 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 $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature
The foregoin
day of
who is perso ' . I y known to me or who has produced
NOTARY PUBLIC:
Sign:
Print:
My Commission Expires:
* * * * * * * * * * * * * * * * * * * * **
Chc 12/15/03
As identification and who did take an oath.
State Certificate or Registration No.
APPLICATION APPROVED BY:
atse, 1, Pouso
r e P gY PuJ �
° • ° Commas on
# D
2, J �. Q:Expires: O(T 04 2008
. .. . • o$ Bonded Thrn
% 7a y p a At)a°° Atlantic Bonding Co., Ina
Signature
Owner or Agent Contractor
instrument was acknowledged before me this Z y The foregoing instrument was acknowledged before me this LAI
2005 e
, by , day of O \J 20 ![ by
who is perso known to me or who has produced
as identification and who did take an oath.
NOTARY PUBLIC:
Sign: Zlis3 I. PouSO =.
Print: ; aQ. 4 � Commission # DD348873
' Inil `
c V%plr e s: � + 11
My Commission Exp � ^` @ m Bon + mrn
Atlantic Bonding Co, , 1a
,� a
(Certificate of Competency Holder)
Certificate of Competency No.
************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * ** *****************************
Plans Examiner
Engineer
Zoning
*
1
Florida Building Code Edition 2002
High Velocity Hurricane Zone Unftorm Permit Application Form.
1
Section A (General Information)
Master Permit No. 0 1Z. 1 Process No.
Cont actor's Name �L W �o4 _ lv -
Job Address 2 fl I) t
ROOF CATEGORY
❑ Mechanically Fastened 111e ❑ Mortar /Adheshre Set Tile
❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes
Are there
❑ Prescriptive BUR -RAS 150 Gas Vent Stac
Yes ❑ No
ROOF TYPE Type: Natural ❑ LPGX ❑
❑ New Roof 3 Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance
Low Slope
❑ Asphaltic
Shingles
. ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF)
-331.1 5.5111
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 2
•. •• •• • • • • •
: •• .•
0 •
1.
Fire Directory Listing Page
2.
From Notice of A nce:..
Front Page ;�`
A,B,C
Specific Systeni Description
Prescriptive BUR -RAS 150
Specific System Limitations
4,5,6,7
General Limitations
A,B,D
Applicable Detail Drawings
3.
Design Caiculationirpercapter 16, or If Applicable, RA4127 or
1.2.3.4.5,6,7
RAS•12p • • • • ••• •.
4.
Othed'Ctt�oh4 b ieticp of Accep nces.
5.iolpiaFPermttAliication
A,B,D
6.
Owners Notification for Roofing Considerations (Re- Roofing Only)
7.
Any R,equirgd•Rptlf Teetinalculation Documentation .`
Roof System
Required Sections of the
Permit Application Form
Attachments Required
See List Below
Low Slope Application
A,B,C
1,2,3,4,5,6,7
Prescriptive BUR -RAS 150
A,B,C
4,5,6,7
Asphaltic Shingles
A,B,D
1,2,4,5,6,7
Concrete or Clay Tile
A,B,D,E
1.2.3.4.5,6,7
Metal Roofs
A,B,D
1,2,3,4,5,6,7
Wood Shingles and
Shakes
A,B,D
1,2,4,5,6,7
Other
As Applicable
1,2,3,4,5,6,7
123_01 -48 5/03 PAGE 1
Florida Building Code Edition 2002
High Ve ocity Hurricane Zone Uniform Permit Application Form.
INSTRUCTION PAGE
COMPLETE THE NECESSARY SECTIONS OF
THE UNIFORM ROOFING PERMIT
APPLICATION FORM AND ATTACH THE
REQUIRED DOCUMENTS AS NOTED BELOW:
ATTACHMENTS REQUIRED:
• .. ..
.. . • • • • • ••
•. • . ••• • • •
• •.•
.•• • •
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 govem 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.
4 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.
2. Renalling 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).
3. Common Roofs: Common roofs are those which have no visible delineation between neighboring
unitsf(i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner
should notify the occupants of adjacent units of roofing work to be performed.
4. Exposed 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.
1 0 V 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.
SECTION 1524
HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
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.
Owner's/Agent's Signature
arl ut e lf 1�
Property Address Permit Number
Rev:Y /2 O05,CamputriTSOMce$ i7lding ue.:
Date
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101 flt.drt Flffl oer.F
Florida Building Code Edition 2002
High velocity Herne Zone Uniform Penult An Fomr.
Section C (Low Sloned Roof Svstemi
Fill in Spedflc Roof Assembly Components
and Identify Manufacturer
(if a component is not used, identify as •NA'
System ea rr Gtr TIN Ates.oi C4
NOANo.: O 5- OSOi. o S
Design Wind Pressures. From RAS 128 or Cans:
Pnaxl• ..li 1 ' I Pmax2 P - �?1 • 5
Max Design Prise, From the Specific NOA
Deck
1]
Type:
Gaug 5/f
Slope: L 4
Anchor/Base Sheet & No. of Piy(s): f 15 F1i} fit.
rI a r ) h.av ri i a b l i 3
Insulation Base Layer:
Base kmulatbn Size and Thick Lr lP"-
#Jli
lr,
Base insulation Fastener/Bonding Marl:
Top Insulation Layer:
Top Insulate Size and Thickness
Top Insulatian Fastener/Bonding Matertak
Base Sheds) S No. of Py(s): M l�-
Base Sheet Fastener/Bondng Mate iak y
Ply Sheet(s).& No. of Flyby c�-)( l�f,) l 1b- lb 3
nn �,, n�terlol: C IS
P
y l� t, TStJw P.)tPm
Top Ply: IALL)tP�1 eb‘c 411
TA N- crterrsrl t t teaC(1 -%
Surfacing V /I>-
Fastener Spacing for Anchor/Base.Sheet
Attachment
Rack 3_-0c Crl UP. # Robs L o •oc
Perimeter: ® • oc @ Lap, # Rows a@i oc
Corner: `� '
Co oc @ Lap rn
.8 Rows @ " • oc
Number of Fasteners Per Insulation
Board _ /N.
Field Perimeter Comer
Illustrate Components Noted and
Details as Applicable:
Woodbiocidng, Gutter, Edge Termination,
Stripping, Flashing, Continuous Cleat, Cant
Coping, Flashing, Counter- Flashing,
Motu Mean Roof Height, Parapet Height,
Height of Base Flashing, Component Material,
Material TMdmess, Fastener Type, Fastener
Sparing or Submit Manufacturers Details that
Comply wtth RAS 111 and Chapter 18.
/ iNo acl
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•
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Parapet
H
Mean
Roof
Height
b
'(N i p.IVI HO
BUILDING CODE COMPLIANCE ONCE (BCCO)
PRODUCT CONTROL DIVISION
MIAMI -DADE COUNTY, FLORIDA
METRO -DARE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
•
NOTICE OF ACCEPTANCE (NOA
GAF Material Corporation
1361 Alps Road
Wayne, NJ 07470
SCOPE: applicable and rules an regulations.governing the use of construction materials.
This NOA is being issued. under the app � accepted by the Building Code and product by the BCCO and
R ev documentation to be used in Miami Dade County and other areas where allowed by the Authority Having
Review Committee
Jurisdiction (AHD. Control
This NOA shall not be valid after the expiration date stated below• The Miami Dade County ol
Product reserve the Con r of
Miami Dade County) and/or the AHJ (in areas other than Miami Dade County)
Division (In assurance purposes. If this product or material fails to perform in
have this product or material tested for quality expense of such testing and the AHJ may immedta Y
revoke, modify, Pe
the accepted manner, the manufacturer will incur the expe jurisdiction. •BOLA reserves the right
or suspend the use of such product or material within Product Control Division that this Product ht or
to revoke this acceptance, if it is determined by Miami -Dade Coucty �
material fails to meet the requirements of the applicable building Hurricane
approved as described herein, and has been designed to comply with the I3igh Velocity
This product is app
Zone of the Florida Building Code. Roof System for Wood Deck.
DESCRIPTION: GAF Conventional Built -Up
permanent label with the manufacturer's name or logo, city, state and
L ING: Bach unit shall bear a Pe Product Control Approved ", unless otherwise noted herein.
follllowinowin g statement: "Miami Dade County
RENEWAL of this NOA shall consi a
b considered after a renewal application has been filed and there has been no
change in the applica e e in the
TERMINATION of this NOA will occur after the expiration 1i�suse of this as an endorsement of any 1
materials, use, and/or manufacture of the product er p shall rocess. automatically terminate this NOA. Failure to comp Y
product, for sales, advertising or any other purposes
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
iration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
the exp
be done in its entirety. or its distributors
INSPECTION: A copy of this entire NOA shall be provided to the user by the Official.
manufacturer
and shall be available for inspection at the job site at the request of the Building
This NOA renews NOA #OZ -040
8.09 and consists of pages 1 throug21. • • •
The submitted documentation was reviewed by Frank Zuloaga, RR( . • ...
b1 building code negatively affecting the performan ce of this product
• • • ••
• •
• • • •.
NOA No: 03- 0501.05
• • • . • • • piratiop;Pa e: 11/04/08
• • • • A pate:10/23 /0
• • . • • . • •
••• • • dge1 of21
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Deck Type 1: Wood, Non - insulated
Deck Description: or or greater plywood or wood plank decks
System Type E (1): Base sheet mechanically fastened.
All General and System Limitations shall apply.
Base sheet: GAFGLAS #80 Uhlman' Base Sheet, STRATAVEN O Eliminator Perforated
Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID
SBS Heat We1dmi Smooth or RUBEROID SBS Heat-Weld 25 base sheet .
mechanically fastened to deck as described below;
Fastening Options: GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yT°r 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, See General limitation #7) •
GAFGLAS® Ply 4®, GAFGLAS Flex Ply" 6, GAFGLAS #75 Base Sheet or
any of above Base sheets attached to deck with Drill -Tee (GAFFTTE) #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 PIyTm 6, GAFGLAS #75 Base Sheet or any of above Base
sheets attached to deck with approved annular ring shank nails and tin caps at a
fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the
field. (Maximum Design Pressure 52.5 psf, See General Limitation #7)
GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with
Drill Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One
row is in the 2" side lap. The other rows are equally spaced approximately 9"
o.c. in the field of the sheet.
(Maximum Design Pressure -60 psf, See General Limitation #7)
Any of above Base sheets attached to deck approved annular ring shank nails
and 3" inverted Drill-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 Sheet or any of above Base sheets attached to deck with
Drill Tec (GAFTTTE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One
row is in the 2" side lap. The other rows am equally spaced approximately 9"
o.c. in the field of the sheet.
(Maximum Design Pressure -7S psf, See General Limitation #7)
Ply Sheet: One or more plies of GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6® ply sheet,
#80 Ultima, RUBEROID MOP Smooth or RUBEROID 20 adhered in a full
mopping of approved asphalt applied within the EVT range and at a rate of 20-
40 lbssq. • • ••• • •
Cap Sheet: (Optional) One ply of GAFGLAS®ldl neral Lutea Cad Fat adhered in a
full mopping of approved asphalt appJj d Igyt e "aa d at a rate of
20- 401bsisq.
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• • • • • •'Expiaatton'Date:11/04/
Approval Date:10/23 /03
Page 18 of 21
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Smfadng:
Maximum Design
Pressure: See Fastening Above
(Required if no cap sheet is used) Install one of the following.
1. GAF Special Roofing Bitumen with an application rate of 20lbs.sq with an
application rate of 1.5 gal./sq.; or GAF WEATHER COAT® F.mnlsion
(Matrix 305 Fibered Fmnlsion) with an application rate of 3 gaL/sq.; or GAF
Premium•Fibered Aluminum Roof Coating (Matrix System Pro Aluminum
Roof Coating Fibered 301) with an application rate of 1.5 gal./sq.
2. Asphalt flood coat at an application rate of 60 lbs.sq. ± 20%; plus gravel or
slag with an application rate of 400lbssq. & 300lbs.sq., respectively.
3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus
(Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW-VOC
applied at rate of 1 -1.5 gallsq.
• • • • .• • • • • ..
•
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• •• ... •. • • • • •
• • • ••• • •
• . • . •• • • • •
• • • • • • • • • ' •' .' •Nt ? ::03 -0501.05
• • • • • • • • • • • xpirs Lien bate: 11/04/08
Approval Date:10/23/03
Page 19 01'21
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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. 1V!inimmn 1 1" Dens Deck or 1 Type X gypsum board is acceptable to be installed directly over the
wood deck.
GENERAL, LIMITATIONS:
1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials
Directory for fire ratings of this product.
2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with
Product Control Approval guidelines. All other layers shall be adhered in a full mopping of
approved asphalt applied within the EVT range and at a rate of 20-40 lbsfsq., 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. applications over closed cell
4. An overlay and/or recovery board insulation panel is required on a pp
foam insulations when the base sheet is filly mopped. If no recovery board is used the base sheet
shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip
mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing
a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be
placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall
be at a minimum rate of 12 lbs.sq. Note: Spot attached systems shall be limited to a maximum
design presture of -45 psf. Force (F') value of
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic
275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value,
as field-tested, are below 275 lbf. insulation attachment shall not be acceptable.
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based
on a minimum fastener resistance value in conjunction with the maximum design value listed within
a specific system. Should the fastener resistance be less than that required,
as determined by the
Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered
Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing
shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and
calculations in compliance with Roofing Application Standard RAS 117. meats of these
7. Perimeter and corner areas shall comply with the enhanced uplift pressure require
creeit h Roofing Application shall be
Standard RAS 117. compliance (When this limitation specifically
pnc wit hoofin
referred within this NOA, General Limitation #9 will not be applicable.) termination designs
8. All attachment and sizing of perimeter milers, metal profile, and/or flashing
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 comers). Neither rational analysis, nor extrapolation shall be permitted for
enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners).
(When this limitation is specifically referred within this NOA, General Limitation #7 will not
....... . .. ••
be applicable.) • ••••••••
10. All products listed herein shall have a quality assurance audit inaccan a igh8 Florida
Building Code and Rule 9B-72 of the Florida Administrative (Jo&. • • .. •. •
END OF THIS ACCEPTANCE
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Nd N1o1 03- 0501.05
• i • • • • '• • •F • • • • Approval'Date:10/23/
Page 21 of 21
188
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2003 ROOFING MATERIALS AND SYSTEMS DIRECTORY
ROOF. COVERING MATERIALS (TEVT)
Roofing Systems (TGPU)--Continued
Insult (Optional): One or more.layes pedite, wee& fiber, glass
fiber isocyanurate, 'urethane, perlite/isocyanurate cOmpoSite, pedilet
urethane composite, wood fiber/isocyanurate composite, pheriOlic, 2 in.
max. • • • • • '• • •
Cap Sheet One layer Type G3 "GAFGLAS Mineral Surfaced Cal;
Deck: NC Incline: 1/2
Ply Sheet Two or more layers Type. GI, "GAFGLAS Ply 4" or. "GAF-
GLAS Ply 6", • '
4.
•
Insultion: One or tivo layers "Isotherm' R", 4 in. Max, hot mopped.
Ply•Sheit Arty UL Classified gravelsurfaCed Clai A asphalt glass fiber
--
aria NC. . • Incline:
Base Sheet One layer Type G2 "GAFGLAS #75 Base Sheet'. ..• • .• _
. Ply Sheet One or more layers Type.G1 "GAFGLAS. Ply 4"..Or "GAP-
• GLAS Ply tin. • . . . .:•., Cap
Cap •Sheet • One layer Type G-3 "GAFGLAS hofineral thnfacect C
Sheet". . .
7. Deck C-15/32 Incline: 2 ...-. .. .•
hrniation: One or more layers perlite; glass. fiber, isocyanurate, use-
• thane, perlite/ocyanurate composite, perliteiurethane compOsita phe-
nolic, 1.0 in min (offset from plywood joints 6 in.):
Base Sheet One or more layers Type Gl, G2 or G3. • ..• • :
Membrane One or more layers "Ruberoid Torch" (Smooth- orGrainnle),
• "RuberoidTorch Plus" (granule), "Buberoid Mop" (Smooth Or•Granule)
• or "Rtibetoid Mop Plus" (granule).
•••• Cap Sheet . "GAFGLAS Mineral Surfaced CapSheet", hot-mopPed:
8. ' Deck C45/32 • - • • Incline: 2
Insulation (Optional): One or more 'layers perlite,*wciad.tiber, glass
• fiber, isoclarturata urethane, perlie/isoyarturate composite;• perlite/
ure tilaild co mposite, wood fiber/isocyanurate •cciniPosite,.phenalic, any
' thickruess.• .
Base Sheet Two or more layers Type G2 or G3.
Ply SheetlOptionalk One or more layers Type Gl. ' • . .. _
1VIembrane One or mOre layers "Ruberoid Torch"*(Smooth or Granide),
• "Euberoid.Torchrlur (granule), "Ruberoid Mop" (SmOoth or. Granule)
• or "Ruberaid Mop Plus" (granule);
Cep Sheet "GA.FGLAS lvtuteral Surfaced Cap. Sheet", test Mopped..
Class B . .
1. Deck: C-15/.32 .• Incline: 3-1/2 . •
Insulation (Optional): One or more layers perlite, wood fiber,. glass
fiber, isocyarturain, urethane, perlite/isocyanurate composite, perlite/
urethane composite, wood fiber/isocyanurate composite phenolic, any
- Ply Sheet Two or more layers Type G1 "CIAFGLAS Ply 4". or
thickness.
Cap Sheet Type G3 "GAFGLAS Min eral Surfaced Cap Sheet", hot
GLAS Ply 6".
2. Dedc C-15/32 Incline: 31/2
. .
mopped .
Insulation (Optional): . One or more layers perlite,• wood -fiber, glass
. . Der, isocyarunate, urethane, perlite/isocyanurate.composite, perlite/
urethane composite, wood fiber/iSocyanurate composite, phenolic, any
Base Sheet Two or more layers Type Gl, G2 or G3.
• thiclatess.
Membrane: One or more layers "RuberoidTorch" (Smooth or Granule),
"Ruberoid Torch Plus" (granule), "Ruberoidj‘dop" (Smooth or Granule)
or "Ruberoid Mop Plus"•(granule).
Cap Sheet "GAFGLAS Mineral Surfaced Cap Sheet", hot.mopped.
0 Class C
1. Deck C-15/32 Incline 1/2* •
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, iiocyanurate, methane, perlite/isocyanurate composite, perlite/
urethane composite, wood fiber/isocyanurate composite, phenolic, any
Ply Sheet Three or more layers Type GI "GAFGLAS Ply 4" or
thickness.
"GAFGLAS Ply 6
IncI3Ped- • •
ROOF. covininid.MAIERiAt.
Roams Systems trGU)-Continued
Surfacfnw "Speci4 Roofing Bitumere /albs/sq. •
COAL TAR MI SYSTEiVIS WMI HOT ROOFING COAL TAR
• Class A ..-
1. • Decic C-15/32 ' Incline 1/2 .
Insulation (Optional): One or more layers perlite, 'wood fiber glass
fibec'isocyanurate, urethane, perlite/isocyanurate composite , Perlite/
urethane caatposite, wood tiber/isocyanurate composita phenolic, any
thickness.
• •Ply Sheet Three or more layers Type G1 "GAFGLAS Ply 4" or
"GAFGLAS Ply 6", hot mopped with coal tar bitumen. • •
• • COMBINATION liOT AND COLD SYSTEMS. .
Stufadng: Gravel.
Class A
1. Deck NC • • Inclinel
Insulation (Optional): One or more layers perlite, wood fiberor glass
,.7. •
Ply Sheet Thre " or more layers Type G1 "GAFGLAS Ply 4" or
fiber, 2 in max.
•
Surfacinp • Grundy Industries "al MB Aluminum Roof Coating" at
"GAFGLAS Ply 6.
1-1/2 gal/sq. ' • •
2. Deck NC Incline 1 • •
Ineralation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate; urethane, perlitelisocyainurate c omposite; partite/
urethane composite, wood fibetfisticyamitate composite phenolic any
thickness. . . .
Ply Sheet Three or' more layers Type G1 "GAFGLAS Plt in sr
"' • "GAFGLAS Ply 6".`'
• • Surfacing: "Weather Coat Enualsion" 3 gal/sq.
InC.line: 1/2
3. Deck: NC •
• • Insulation: One or two layers "Isotherm R"; 4 in., hot mopped.
Ply Sheet Any UL Classified gravel smiaced Class A asphalt glees
, Deck NC ' •• • Incline 2 • ..
Eclat system.
• Insulation (Optional): Isocyanurate, perlite, isocyanurateicomposile,
woOd fiber and glass fiber any thiclaiess, mechanically:faiteried;
Base Sheet One ply*Type or•G2,:fitechanically.Iestaied or hat
. . . .
• Ply Sheet One or inOre plies Type G1 or •G2; adhered with hot roofing
• ' asphalt . . •
Surfacing: "GAF Premium Fibered Ahnniituin Roof Coatirie;
gal/sq or "GAF Wear Coat Emulsion", 3 gal/sq.
•
Incline: I
Insulation (Optional): Perlite, glass fiber, polyisocyanurata Wdod
5. Dec.lc NC
rnedunically fastened, any thikness: •
• Place • .
• Base/Ply Sheet. One or more'plies Typed-or type G2,-hot mOpPed in
Coats tp aFibered A •
i luminum Roof Coating": •
6: • Decit NC"' • • . • Incline 1 •
.' ** Insrdation (Optional): Perlite, glass fiber, polyisocyanurate, wood fiber,
nieChanically faiterted, any thickness. •
Base/Ply Sheet Oneor more plies TYpe G1 or Type G2, fully "adhenil
with either "Ruberoid Modified BittuninAdtieshie" or "Ruberoid Modi
fied Bina:nen flashing Cement".
Coatinp "Fibered Aluminum Roof Coating", 14/2. gal/sq. •
7. Deck: C 15/32 . Incline 1 •
Base Sheet One or more plies Type G2,chanfeally fastend:
Ply Sheet Three or more plies Type G1; hot mopped in plide .. ,
Coatings: "Fibered Aluminum Rbof Coating", 14/2 gal/sq.
Class B
1. Deletert
•• ••• • • • • • . • •• ' . _
. • • ' .,
2. Decic C•15/32. i • • 111C1*i. • : .
InSulan itAtiosii Oil orril iiierq:pe4i0, woad flPfai gl
fiber, isocyanurate, tnethalie, ferlitettocyanuirate composite; Pernt
urethane composite, wood fther/isocyanurate composite, phenolic, al
Pt Mutt 11 Three ar mow layers Me0 "GAFGLAS ly 41 a
401 f r
thickness.. • • • • . ,
swath% .q •
.gal/sq. indlistiesNIAB 44imun Roof Confing" 1
3. "G . , _ _ABGSNW'vle 6.tost T apped.. • .
.Deck: NC • Inclin" e 2 ..
Insulation 4Optiojta141: 4 One or more layers perlite, _.,..,.l fibe r, gi.
.gal/sq. . • • • ,
• aer, pcyrurat•.. 4E40 peitte/istcyammte c omposite, peel'
=ethane compose pod fiterfarrate composite, pherial!c 30 Y
thirds:N. 41' *: *.• 41. • • . -* •
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