RF-10-1969Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 160406 Permit Number: RF -11 -10 -1969
Scheduled Inspection Date: June 01, 2011
Inspector: Bruhn, Norman
Owner: AVINA, CHRISTOPHER
Job Address: 10642 NE 10 Court
Miami Shores, FL 33138-
Project: <NONE>
Contractor: ALL CONSTRUCTION & DEVELOPERS INC
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Flat
Phone Number
Parcel Number 1122320280940
Phone: (786)768 -4330
Building Department Comments
RE -ROOF FLAT
Passed ei4
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
CREATED AS REINSPECTION FOR INSP- 153107.
May 31, 2011
For Inspections please call: (305)762 -4949
Page 25 of 25
t
Ifbk)
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
BUILDING
PERMIT APPLICATION
FBC 2004
Permit Type (circle): Building
Owner's Name (Fee Simple Titleholder) 5 /Dt of Cl (J J %Z 64--1 Phone #
Owner's Address /®6, (1'4 N C% / .
City 1` Q» / dhows State Pt--- Zip 33/3
Tenant/Lessee Name Phone #
- z aj
Master Permit No.
Job Address (where the work is being done) 16 6 1.3 • • 1 0 C
City Miami Shores Village • County Miami -Dade
FOLIO / PARCEL # I) — 02c3 c • O 1 0 9 7
Zip 33 /3 S
Is Building. Historically Designated YES NO
Contractor's Company Name 191/ doe's It CL C?4'oP1 ¢ Dettitr is Phone #
Contractor's Address f000 S S't' !/ _
i!C.02'ro•IO6 ,
City MI' arni g State W_.
Qualifier Name 144.1.1e/I -Ci 0 CAD v<,2 U d v
State Certificate or Registration No. ecc /5:4 /1 y
Zip 33/3
Phone #
Certificate of Competency No.
Architect/Engineer's Name (if applicable) Phone #
Value of Work For this Permit $ Q 44/ 6
Type of Work: ['Addition ['Alteration
Describe Work: /� s & OP F( Gt+
Square / Linear Footage Of Work:
['New
RI Repair/Replace El Demolition
************ ** ** ** ** * * * * * * * ** ** * **** ** *ges� ********* * **** * * ****** * * * * * ** *** ** * *****
Submittal Fee $ Permit Fee $o�) J!'
Notary $ Training/Education Fee $
Scanning $ Radon $ DPBR $
Bond $ Code Enforcement $ Double Fee $
Structural Review. $ Total Fee Now Due $
See Reverse side -
CCF $ CO /CC
Technology Fee $
Zoning $
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.
Owner or Agent
The fore o i trument was acknowledged before me this 2
Signat
)_ The fore
day of , 20 fb, by 15- err end,tiaday of
who is personally known to me or who has produced
As identification and who did take an oath.
NOTARY PUBLIC;
Sign:
C -m 53
C7-pr
!IC
Print: Q.kil® A-. Nee U et- j
My Commission Expires:
APPLICATION APPROVED BY: 431/8:477,--- %lCJ
(Revised 07/10/07)
Contractor n
trument was acknowledged before me this j
,2000,by itiazudd 0 "'redo"-
who is personally known to me or who has produced
tion and who did take an oath.
Sign: t J ,, l
Print: 'Pa ��b ° -UG -V yZJ
My Commission Expires:
Plans Examiner
Engineer
Zoning
ECRU
IN ((?V C ON R44
HIGH VELOCITY HU,IA ES — REQUIRED
CONSIDERATIONS
Miami
Shores Village
BY
DATE
APPROVED
ZONING DEPT
BLDG DEPT
/('fr,'ii
FEDERAL
SU11.1FCT TO COMPLIANCE WITH
213TE AND COUNTY RULES AND REGULATIONS
R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner
with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section
R4402 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 ant the
contractor. The owner's initial in the designated space indicates that the item has been explained.
1. Aesthetics- Workmanship: the workmanship provisions of Section R4402 are for the purpose of
providing that the roof system meets the wind resistance and water instruction performance standards.
Aesthetics (appearance) 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 Section R4403. (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 to be performed.
4. (41' Exposed Ceiling: 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
penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the
appearance.
5. a =C%. n Ponding water: The current roof system an
cause water to pond (accumulate) in low -lying areas of th
distress and may require the review of a professional stru
expectancy and performance of the new roofing system
original roofing system is removed. Pounding condition
may not drain well and may
an indication of structural
ing may shorten the life
avnot be evident until the
6. Overflow scuppers (wall outlets): It is refit r n `ter flo *off so that the roof is not
overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if
overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in
accordance with the requirements of Sections R4402, R4403 and R4413.
7. e, - Ventilation: Most roof structures should have some ability to vent natural airflow through the
interior of the structure 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 e ending the service life of the
wner /A nt's Signature Date
Revised on 7/9/2009 LD
Contrac or Signature
Date
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
SECTION 4402.14
HIGH- VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION
Florida Building Code Edition 2007
High - Velocity 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:
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
1,2,3,4,5,6,7
Metal Roofs
A,B,D
Wood Shingles and Shakes
A,B,D
1,2,4,5,6,7
Other
As Applicable
1,2,3,4,5,6,7
ATTACHMENTS REQUIRED:
1.
Fire Directory Listing Page
2.
From Product Approval:
Front Page
Specific System Description
Specific System Limitations
General Limitations
Applicable Detail Drawings
3.
Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS
128
4.
Other Component of Product Approval
5.
Municipal Permit Application
6.
Owners Notification for Roofing Considerations (Reroofing Only)
7.
Any Required Roof Testing /Calculation Documentation
FLORIDA BUILDING CODE — BUILDING
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2007
High - Velocity Hurricane Zone Uniform Permit Application Form.
Sertinn A (General Information)
Master Permit No. All No.
Contractor's Name All 4/25 -kaO.fi•on G yid D R u Jaf2P
Job Address /66e42- 14,E. /0 Cqf
Low Slope ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile
❑ Asphaltic ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes
Shingles
/Io fa&s v S•
❑ Prescriptive BUR -RAS 150
ROOF TYPE
❑ New Roof IX Reroofing ❑ Recovering
ROOF SYSTEM
INFORMATION
❑ Repair ❑ Maintenance
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF)
goo
0
Sactinn R (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.
1111111111INIQf11.11
eu
0
■mil►
MiirAME
U
FLORIDA BUILDING CODE — BUILDING
Florida Building Code Edition 2004
High Velocity Hurricane Zone Uniform Permit Application Form
Section C (Low Sloped Roof System)
Fill in Specific Roof Assembly Components
and Identify Manufacturer
(If a component is not used, identify as "NA")
System Manufacturer: Gaf Material Corp
NOA No.: 09-
Design Wind Pressures, From RAS 128 or
Calculations:
Pmax1:4a2 Pmax2: 82.6 Pmax3: 124.3
Max. Design Pressure, From the Specific NOA
System: 52.5
Deck:
Type: wood
Gauge/Thickness: 6/8
slope: 1/8
Anchor/Base Sheet & No. of Ply(s): (1)75#bas
Anchor/Base Sheet Fastener/Bonding Material:
1 1/4 r.s. coil - 1 5/8 tincaps
Insulation Base Layer: nta
Base Insulation Size and Thickness: nia
Base Insulation Fastener/Bonding Material:
n/a
Top Insulation Layer: n/a
Top Insulation Size and Thickness: nia
Top Insulation Fastener/Bonding Material:
n/a
Base Sheet(s) & No. of Ply(s): a/a
Base Sheet Fastener/BondIng Material:
nla
Ply Sheet(s) & No. of Ply(s): (2)Plys ply4
ply Shz Fastener/Bonding Material.
type 4 asphalt
Top ply: Gaf Mineral surface cap sheet
Top Ply Fastener/Bonding Material:
type 4 asphalt
Surfacing:
Ai4
Fastener Spacing for Anchor/Base Sheet
Attachment
Field: 9 "oc ct-, Lap, # Rows 2 (;) 9 oc
Perimeter: 6 " oc @ Lap, # Rows 4' @ 6 cc
Corner: 6 "oc gi Lap, # Rows 4' 6 " oc
Number of Fasteners Per Insulation Board
Field Oa Perimeter n/a Corner n/a
illustrate Components Noted and Details as
Applicable:.
Woodblocking, clutter, Edge Termination,
Stripping, Flashing, Continuous Cleat, Cant
Strip, Base Flashing, Courier- Flashing,
Coping, Etc.
Jndicate: Mean Roof Hejght, Parapet Height,
Height of Base Flashing, Component Material,
Material Thickness, Fastener Type, Fastener
Spacing or Submit Manufacturers Details that
Comply with RAS 111 and Chapter 16.
1
M FA M FD DE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
• PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
MIAMI-DADE COUNTY, FLORIDA
METRO-DADE FLAGLER. BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130-1563
(305) 375-2901 FAX (305) 375-2908
GAF Material Corporation
1361 Alps Road
Wayne, NJ 07470
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 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 desdribed herein, and has been designed to comply with the Florida Building
Code and the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: GAF Conventional Built-Up 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.
RENEWAL 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 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 sal 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 tile Building Official.
This NOA renews and revises NOA No. 03-0501.05 and consists ofpage 1 thro gh 19.
The submi documentation was reviewed by Jorge L. Acebo.
I APPROVED
NOA No.: 07-1219.09
Expiration Date: 11/04113
Approval Date: 03/20/08
Page 1 of 19
Deck Type 1: Wood, Non-insulated
Deck Descripikm: `x /32" or greater plywood or wood plank decks
System Type B: Base sheet mechanically fastened.
All General and System Limitations shall apply.
Fire Barrier:
(optional)
FireOutTM Fire Barrier Coating, V 'ele Non-Asphaltic Fiberglass-Based
Underlayment or SecurockTM.
Base sheet: GAFGLAS° #80 ULTIMATM Base Sheet, STRATAVENTO ElinhinatorTM
Nailable, RUBERO1D° Modified Base Sheet, RUBEROID® 20, RUBEROID
HeatWe1dTM Smooth or RUBEROID HeatWeIdTM 25 base sheet mechanically
fastened to deck described below;
tening Options:
1 APPROYED I
C.
GAFGLAS® Ply 4, 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 lap staggered and in two
rows 12" o.c. in the field.
(Maximum Design Pressure —45 psf See Generaflimitation
GAFGLASO Ply 4, GAFOLAStqlex PIyTM 6, GAFGLAS® #75 Sheet or
any of above Base sheets attached to deck with Drill-Tecm #12 standard, #14
or # 15 Screws and 3" Drill-Teem steel plate or Drill-Teem AccuTrac 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 psi; See General Limitation #7)
GAPGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet o any of above Base
sheets attached to deck with roved annular ring shank nails and tin caps at a
fastener spacing of 9" o.c. at the 4" lap s ..:ered and in two rows 9" o.c. in the
field.
(Maximum Design Pressure -52.5 psf, See General Limitation#7)
GAFGLAe#80ULTIMATm, RUBEROID620, RUBEROID'Mop Smooth,
base sheet attached to deck with approved PA" annular ring shank nails and
inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two
rows staggered with a fastener spacing of 9" o.c. in the center of the membrane.
(Maximum Design Pressure -60 psf, See General Limitation #7)
GAFGLAS #75 Sheet or any of above Base sheets attached to deck with
Drill-Teem #12 standard, #14 or # 15 Screws and 3" Drill-Teem steel plate or
Drill-Teem AccuTrac 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.
(Maxbnian Design Pressure --60 psf, See General Limitation
Any of above Base sheets attached to deck approved annular ring shank nails
and:3" inverted Drill-Teem 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)
NOA No.: 07-1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 17 of 19
Cap Sheet:
Surfachtg:
GAFGLAS° #75 Base Sheet or any of above Base sheets attaohed to deck with
Drill-Teem #12 standard, #14 or # 15 Screws and 3" Drill-Teem steel plate or
Drill-Teem AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap.
The father rows are equally spaced approximately 9" o.c. in the field of the sheet.
(Mindnutm Design Plenum —75p See General Limitation #7)
One or more lies of GAFGLA #80 ULTIMA, RUBFROID° MOP
month 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.
(Optional) a . tGAF s att:
1,?" or
GAFGLAS°EntawCaprm Mineral Surfaced Cap Sheet •ii. in a full
mopping of approved asphalt applied within the EVT range and at a rate
of 20-40 lbsisq.
(Optional, required if R'UBEROID° MOP Smooth or RUBEROID° 20 is top
membrane) Install one of the following:
1. Gravel or slag applied at 400 lbs./sq. and 300 lbsisq. respectively in
a flood coat of approved asphalt at 60 Ibsisq. or applied in a flood
coat of Leak BusterTm MatrixTM 103 Cold Process Adhesive applied
at a rate of 3 galisq.
GAFGLASe Mineral Surfaced Cap Sheet, GAFGLAS° Energy Cap
Mineral Surfved Capsheet adhered in a full mopping of approved
asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.
3. Leak Buster Tm MatrixTM 303 Premium Fibered Aluminum Roof
Coating, at 1.5 galJsq.
4. Leak Buster"' MatrixTm 715 , Leak BusterTm Matrixlm 322,
TOPCOAT* MB+, TOPCOATe Fireshield Elastomeric Roofing
Membrane, applied at 1 to 1.5 gal./sq.
5. Leak Buster nd Matrix Tm 602 MB Xtm. Elastomeric Roofing
Membrane, EneruCiat., 14 roof coating applied at 1 to 1.5 gal./sq.
6. TOPCOAT° Surface Seal, TOPCOAT® Fireshield® SB Solvent
based Elastomeric Roofing Membrane applied at Ito 1.5 galisq
7. Advance Green Technologies Photovoltaic Laminate solar energy
collector auxiliary roof equipment installed in compliance with
manufacturer's Specifications and applicable Building Codes.
Maximum Design
Pressure: See Fastening Above
•,,
API.ROVED
NOA No.: 07-1219.09
Expiration Date: 11104113
Approval Date: 031201D.
Page IS of 19
WOOD DECK SYSTEM LIMITATIONS:
I A slip sheet is required with Ply 4 and Flex
sheet.
2. Minimum W' Dens DeckTm or 1/2” Type X
wood deck.
Flynt b when used as a mechanically fastened base or anchor
gypsum board is acceptable to be installed directly over the
GENERAL i TATIONS:
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 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 mo « 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 maxim' um design pressure of-45 psf.
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (17) value of 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.
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, Calculations prepared, signed and sealed by a Florida registered
Professional Engineer, Registered Architect, cr Registered Roof Consultant (When this limitation is
speein referred within this NOA, General Limitation #9 will not be applicable.)
All attachment and sizing ofperimeter natters, metal profile, and/or flashing termination designs shall
conform with Roofing Application Stan. . 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 be permitted for enhanced
fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When
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 in accordance with the Florida Building
Code and Rule 9B-72 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
NOA No.: 07-1219.09
Expiration Date: 11/04113
Approval Date: 03/20108
Page 19 of 19
ANWILAEL
Page Bottom,
See General Informat'on for Roofing Systems
GAF MATERIALS CORP
1361 ALPS RD
WAYNE, NJ 07470 USA
TGFU.R1306
Roofing Systems
Roofing Systems
R1306
"Ruberoid 20" or "Ruberold Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following
Classifications.
1/4-in. thick (minimum) gypsum board or 1/4-in. thick (min) G-P Gypsum Corp. "Dens Deck ® Roofboard," "Dens Deck Prime® Roofboard" or
"Dens Deck DuraGuard "" Roofboard" may be used in any existing non-combustible deck Classification. When this is done, the resulting roofing
system is acceptable for use over combustible (15/32-In. minimum) roof decks. However, the butt joints in the gypsum board and G-P
Gypsum Corp. "Dens Deck Roofboard," "Dens Deck Prime Roofboard" or "Dens Deck OuraGuard T" Roofboard" are to offset a minimum of
6-in, with the butt joints in the roof deck. If polystyrene is part of the roof system, it must be placed below the overlayment board.
Multiple plies of "GAFGLAS Ply 4", "Tri-Ply Ply 4", or "Ply 6" may be adhered to G-P Gypsum Corp. "Dens Deck Roofboard," "Dens Deck
Prime® Roofboard" or "Dens Deck Dura Guard "4 Roofboard" In hot roofing asphalt.
"Energy Guard Ultra" is an acceptable alternate to "Energy Guard" in any applicable Classification.
"GAF Stratavent Eliminator Venting Base Sheet (Nal table)" may be mechanically attached or hot mopped over noncombustible decks and as a
recover over existing roof systems.
GAFGLAS Perilte Insulation may be utilized as a over board over "EVERGUARD" insulation in any of the following systems.
Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or urethane insulation adhesive.
Polystyrene reference in any of the following Classflcatlons include "ENERGuard EPS Insulation".
References to glass fiber insulation include "Energy Guard Fiberglass Insulation".
ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT
Type G2 asphalt glass mat base sheet ("GAFGLAS #75 Base Sheet'", "Trl-Ply #75 Base Sheet", or-"GAFGLAS #80 ULTIMA") is a suitable
alternate for Type G1 asphalt glass fiber ply sheet ("GAFGLAS Ply 4", °Trl-Ply Ply 4", or "GAFGLAS Ply 6") in the Class A, B or C roof systems
indicated below.
The roof deck may first be covered with a Type G2 asphalt glass mat base sheet "GAF Stratavent Eliminator Venting Base Sheet (Perforated)"
or "GAF Stratavent Eliminator Venting Base Sheet (Mailable)." Perforated to be loose laid or mapped and nallable to be mechanically attached
granule side down.
As an option Type G2 asphalt glass mat base sheet ("GAFGLAS #75 Base Sheet" or "T-r-Ply #75 Base Sheet' or "GAFGLAS *80 ULTIMA" or
"GAF Stratavent Eliminator Venting Base Sheet (Mailable)" may be sUbstituted f6r Tie-G1 asphalt glass fiber ply sheet ("GAFGLAS Ply 4 or
"Tri-Ply PIy 4" or "GAFGLAS PIy 6") as the nailed base ply in the following systems.
Bottom ply or base sheet may be solid mopped, spot mopred or-Machanically fastened.
Unless otherwise indicated, all insulations may be hot mopp ad or 7nechanicrily fastened.
"GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class A, Et or C systeMs listed below.
When "perlite" is referenced, this includes "GAFTEMP PE LITE-0" nr am, either UL Llassified perlite insulation.
_ rvz r .T SPNT 1 FRAME/ showp age .htTra? name=TGFU .R1 3 06& cc ns.
Crushed stone r sJe are suitable alternates for gravel in any of the Class A, B or C systems listed.
Structural cement fiber building units are considered suitable to be included as a deck In the following Class A, B or C systems listed over C-
15/32 or NC.
The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of 1/2-in. minimum
gypsum board is an acceptable alternate for insulation aver C-15/32 decks.
The use of polystyrene insulation board between minimum 3/4-in. thick perlite board and deck with rosin paper (perlite/rosin
oaper/poiystyrene/perlite) is a suitable alternate for polyisocyanurate board in the following Class A, B or C systems.
"EnergyGuard RA" or "Tapered EnergyGuard RA" or "EnergyGuard Composite RA" may be substituted for any Atlas polyisocyarturate
insulation in any of the following Classifications.
Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt".
GAFGLAS #80 Premium Base Sheet may be used in any of the following systems.
"GAFGLAS Flex Ply 6" and "Tri-Ply Ultra-Flexible Ply 6° are suitable alternates to "GAFGLAS PIy 6°.
"GAP-104P Permeate Recover Board" may be used in lieu of any pen la insulation in any of the following NC Classifications.
Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Fireshiald MB" at 21/2 to 3-
ga1/100-ft2.
Class A, El and C
Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes.
"Ruberoid Heat Weld" SBS roofing membrane may be used in lieu of "Ruberoid Mop" SBS products in any applicable Classification.
Class A
1. Deck: C-15/32 Incline: 3
Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or
perate/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any
thickness.
Ply Sheet — Three or more plies Type G1 or "GAFGLAS Ply 4" or "Tri-Ply Ply 4" or "GAFGLAS Ply 6" hot mopped.
Surfacing: — Gravel.
2. Deck: C-15/32 Incline: 2
Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or
perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any
thickness.
Ply Sheet: — Three or more plies Type G1 or "GAFGLAS Ply 4" or "Tri-Ply PIy 4" or "GAFGLAS Ply 6".
Cap Sheet: — One ply Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "Tri-Ply Mineral Surfaced Cap Sheet'.
3. Deck: NC Incline: 2
Insulation (Optional): — One or more layers perlite, wood fib-1r, girss Abe-, rolyisocyanurate, urethane, perlite/polyisocyanurate
composite, perlite/urethane composite, wood fiber/polyisocyPnurate composite,,phanolic, 2-in. maximum.
Ply Sheet: — Two or more plies Type G1 "GAFGLAS PIy 4" of 'Tri-Ply Ply 4", "z....:AFGLAS Ply 6".
Cap Sheet: — One ply Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "Tri-Ply Mineral Surfaced Cap Sheet".
4. Deck: NC
Incl•ne: i!2
Insulation: — One or two layers "Isotherm R", any thickness, ,hot mopped.
• — Any UL Classified gravel surfaced Class A :sphalt glass fiber mat system.
Incline: 1
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-
S t (Wrionak : Red rosin paper, nailed to deck.
Base Skieetr= Orre y Type G2 "GAFGLAS *75 Base Sheet or °Tri-Ply *75 Base Sheer (may be nailed).
Pty Sheet: — One_or more 1isTy p u•Arat...kz, erg 4 or Try-Ay Ply 4" or GAFGLAS Ply 6".
Cap Sheet: — :wigs p - -p Sheet'. or "Tri-Ply Mineral Surfaced Cap Sheet'.
6. Deck: NC
Incline: 3
Base Sheet: — One ply Type G2 "GAFGLAS *75 Base Sheet" or 'Tn-Ply *75 Base Sheet",
PIy Sheet: — One or more plies Type G1 "GAFGLAS Ply 4" or iri-Ply Ply 4" or "GAFGLAS Ply 6.
Cap Sheet: — One ply Type G3 "GAFGLAS Mineral Surfaced Cap Sheet' or Tri-Ply Mineral Surfaced Cap Sheet".
7. Deck: C-15/32
Incline: 2
insulation: — One or more layers perlite, glass fiber, polyisocyanurate, urethane, perlite/polyisocyanurate composite,
perlite/urathane composite, phenolic, 1.0 in. min (offset a minimum of 6-in. from plywood deck joints).
Base Sheet: — One or more plies Type G1 or Type G2 or Type G3.,
Membrane: — One or more plies "Ruberoid Torch Smooth" or "Ruberoid Torch Granule" or "Ruberoid Torch Granule Plus° or
"Ruberoid Mop Smooth" or "Ruberoid Mop Granule" or "Ruberoid Mop Plus Granule" or *RoofMatch SBS Modified Granular or 'Tri-Ply
SBS Modified Bitumen Membrane° or "RoofMatch APP Modifikqi Granular" or °Tri-Ply TP-4G" or "Tri-Ply TP-4".
Cap Sheet: — Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or 'Tri-Piy Mineral Surfaced Cap Sheet" hot mopped.
8. Deck: C-15/32 Incline: 2
Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or
perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any
thickness.
Base Skeet: — Two or more plies Type G2 or Type G3.
•
Ply Sheet (Optional): — One or more plies Type GI..
Membrane: — One or more plies "Ruberoid Torch Smooth' or "Ruberoid Torch Granule" or "Ruberoid Torch Granule Plus' or
"Ruberoid Mop Smooth° or "Ruberoid Mop Granule" or "Ruberoid Mop Plus Granule" or "RoofMatch SBS Modified Granular" or nTri-Ply
SBS Modified Bitumen Membrane" or "RoofMatch APP Modified Granular" or "Tri-Ply TP-4G" or "Tri-Ply TP-4°.
Cap Sheet — Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or 'Tri-Ply Mineral Surfaced Cap Sheet° hot mopped.
9. Deck: NC Incline: 2
Insulation (Optional): — Perlite or glass fiber or polyisocyanurate or wood fiber or mechanically fastened, any thickness.
Base Sheet: — One or more plies Type G2, "GAFGLASS *75 Base Sheet" or "Tri-Ply *75 Base Sheet".
Ply Sheet: — One or more plies Type G1 "GAFGLAS Ply 4".or 'TM-Ply Ply 4" or "GAFGLAS Ply 6°.
Cap Sheet: — Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "Tri-Ply Mineral Surfaced Cap Sheet" hot mopped.
Surfacing: — "Flreshield MB" applied et 21/2 to 3.0-gal./10e-ft2.
10. Deck: C-15/32 Incline: 3.
Insulation (Optional): — One or more layers perllte or wood fiber or glass fiber or polyisocyanurate or urethane or
perlite/polyisocyanurate composite or perlite/urethane composite or wood flber/polylsocyanurate composite or phenolic, any
thickness.
Ply Sheet: — Three or more plies Type GI. "GAFGLAS Ply 4" or "Tri-Ply Ply 4" or "GAFGLAS Ply 6'.
Cap Sheet: — "EnergyCap Mineral Surfaced Cap Sheet",
11. Deck: NC
Incline: 1
Insulation (Optional): — One or more layers perlIte or wood fiber or glass fiber or polyisocyanurate or urethane or
perlite/polyisocyanurate composite or pedite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, 2-in.
maximum.
Ply Sheet: — Two or more plies Type G1 "GAFGLAS Ply 4" or "rri-Ply Ply 4'•ev."CIAFGLAS Ply 6".
Cap Sheet: — "EnergyCap Mineral Surfaced Cap Sheet.
12. Deck: NC incline: 2
Base Sheet: — One ply Type G2 "GAFGLAS *75 Cara Cheat" or "Th-Ply #45 ban
Ply Sheet: — One or more plies Type G1 "GAFGLAS Pty 4" or 'Tri-Hy Piy 4" or "GAFGLAS PIy 6".
Cap Sheet: — "EnergyCap Mineral Surfaced Cap Sheet".
13. Deck: C-3.5/32 Incline: 3.
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Miami Shores Viiiage
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNERS'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department
10050 NE 2nd Ave
Miami Shores, Fl 33138 '/ '
Re: Owner's Name: k` i 5 hp Ake ` al J 1 1
Property Address: /f.( Cl� • /C) C f
Roofing Permit Number:
Dear iI s ing Official: QCl►' J 5 �/ Ot4
I
building because:
Date:
3 28 0
certify that I am not required to retrofit the roof to wall connections of my
❑ The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad
valorem taxation.
❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions
of 1994 edition of the South Florida Building Code (1994 SFBC) j c ftr
Signature (OWVt-.- Y�
State of Florida
County of Dade
The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned.
Swom to and subscribed before me this
Print Name
Notary Public, Sate of Florida at Large
day of t4� 1-0 e
r,-.
• When the just valuation of the structure for purpose of ad valorem taxation is equal to or r o" re fihan + ! • i. Van s 5uilding was not constructed with FBC nor a 1994
SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall •, nection Hurricane Mitigation.
Revised on 5/2112009