RF-14-792Miami Shores Village
Building Department
�c �I 10050 N.E.2nd Avenue, Miami Shores, Florida 33138
"� ✓ Tel: (305) 795.2204 Fax: (305) 756.8972
L INSPECTION'S PHONE NUMBER: (305) 762.4949
BUILDING
PERMIT APPLICATION
R,oc>-�w
Permit Type:
FBC 20
Ant 8 2014
Permit No.
Master Permit No.w 1y 7v
JOB ADDRESS: 3 ?,� A-4� c1b,
City: Miami Shores County: Miami Dade Zip: 03,/
Folio/Parcel#: ZZ 5 2-0% Q 13 5�" L
Is the Building Historically Designated: Yes
NO t—" Flood Zone:
OWNER: Name (Fee Simple Titleholder): Phone#: _`Rbu5 biz 02-®-0
Address:3?_�g Ale—
City: mzmi / Sityt6s State:
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: /A)C Phone#: _5'0,C_ 76Y 5"
Address: _/d LLL LUL
City: A.111*- l c5fD Jt&State:
Qualifier Name: Dfim �Z
State Certification or Registration #: �1�%�'� 57/
Contact Phone#: Email Address:
of Competency #:
DESIGNER: Architect/Engineer: Phone#:
&0i 1�:Ss
Value of Work for this Permit: $ $3160 Z ' square/Linear Footage of Work: C5-915
Type of Work: ❑Address UAlteration ONew )gRepair/Replace ODemolition
Description of Rork: 1Z E � �G
Submittal Fee $ e�70 -6 6 Permit Fee $
Scanning Fee $
Notary
Radon Fee $
Training/Education Fee $
Double Fee $ Structural Review $
®2. /SLY t*7E;-
CCF $ CO/CC $
DBPR $ Bond $_
Technology Fee $
TOTAL FEE NOW DUE $
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
zip
City State zip.
c
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 mMompliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNED: 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 instrument wa NwIefowledged before me this
day of 1 , 20 � 4y@jjp ti -
who is personally known to me or who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My Commission Expires:
APPROVED BY
LIZBETH L RODRIGUEZ
MY COMMISSION #FF066204
EXPIRES October 27, 2017
Signature
Contractor
The foregoing instrument was acknowledged before me this d q
day of APR; I 20 jq , by f')Oj��2� ,
who is personally known to me or who has produced
/75-6 yo'l4� as identification and who did take an oath.
'?-' / I -� Plans Examiner
NOTARY PUBLIC:
Sign:
P;
MyC
Nary Public Etat® of Jaid®
Koh Joanna M Feliciano
Zoning
Structural Review Clerk
(Revised 3/12/2012)(Revised 07/10/07)(Reviscd 06/10/2009)(Revised 3/15/09)
Miami" S hores Village
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 Date: W&A/
10050 NE 2nd Ave
Miami Shores, FI 33138
Re: Owner's Name: 'x 11 &U Ne—
PropertyAddress: 02S /t..E OlG,
Roofing Permit Number:
Dear Building Official:
I � � A/ L11-0 certify that I am not required to retrofit the roof to wall connections of my
building because:
,'lie just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad
valorem taxation.
o 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)
C�
SignatureU I Print Name
State of Florida
County of Dade
The undersigned, being the .first duly swom, deposes and says that he/she is the owner for the above property mentioned.
Swom to and subscribed before me this L4441 day oft,
LIZBETH L RODRIGUEZ
MY COMMISSION #PF066
��� ° EXPIRES October 27, 2017
Notary Public, Sate of Florida at Large F�
kd8•o1b3 Floridawte Service=m
• When ft just valuation of the structure for purpose of ad valorem taxation Is equal to or more than $300,000.00, and the building 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 connection Hurricane Mitigation,
HItiH-VELOCITY HURRICANE ZDNEB
Master Permit No. Process No.
Contractor's Name —_�AWA" 6 ALI
Job Address 3l
ROOF CATEGORY
XLow Slope 13 Mechanically Fastened Tile 13Mortar/Adimsive Set Tile
Asphaltic ❑ Metal PsneUShingles ❑ Wood Shingles/Shakes
Shingles
❑ Prescriptive BUR -RAS Iso
ROOF TYPE
❑ New Roof ❑ Reroofing ❑ Recovering ❑ Repair ❑ Maintenance
ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF)
Section B (Roof Plan)
Sketch Roof Pian: 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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Hia"-VELOW Y HURRICANE ZONES
Florida Building Code Edition 2olo
Hich Kelocky Hurricane Zone Uniform Penna Application Form.
w_
ovuxion Lo (LOW SIODO A !Wfion
Fill in Specific Roof Assembly Components Fastener Spacing for Anchor/Bass Sheet
and Identify Manufacturer Attachment
(if a component is not used, identity as yMj P'
Field: -9 oc @ Lap, #Rows �"� / ° oc
System Manufacturer_ '
0 Perimeter. -g' oc @ L•ap. # Rows � (c� �° oc
Comer. Com' oc 0 Lap, #Rows _Z @ J�_ ° oc
Design Wind Pressures, From RAS 128 or Calc ulations;
P1: 3 P3 )� ° , , Number of Fasteners Per Insulation
IL-7 Board
Max. Design Pressure, From the Specific NOA F��
System:_ j%f'Perimeter Corner
S
Deck: Type: -- /X if bua-r-js
Gau Mackness:
Slope:
AnchorBase Sheet & No. of Ply(s):___
Anc hodBase Sheet Fastener/Bonding Material:
Insulation Base Layer.,
Base Insulation Size and
Base Insulation Fastener/Borfig Material:
Top Insulation
Top InsulatlXSize and Thickness:
TopjP<lat%n FastenedBonding Material:
Base Sheet(s) & No. of piy(s)76
Illustrate Components Noted and
Details as Applicable:
Woodblocking, Gutter, Edge Termination,
Stripping, Flashing, Continuous Cleat, Cant
Strip, Base F*tLutg, Counter- Flashing,
Coping, Etch
Indicate: Mean. Roof Height, 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.
Ply Sheet(s) & No. of Ply(9):-2U
Ply Sheet FastenerfBonding Materiel: iy:���jryAp /n
Top P���� Yu...
Top Ply Fastener/ Bonding MatedaL_
Surfacing:_
�
tr FT.
I
'apup Harl�ahpet
1
Mean
Roof
Height
(N`
SECTION R4402.13
HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
R44OLl3.1 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 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 ant the
con4A(ens
owner's initial in the designated space indicates that the item has been explained.
1. '�-1Rlorkmanship: the workmanship provisions of Section R4402 are for the purpose of
hat the_ ref te�ameetssyvind resistance and water iastnution pePaPGO
staodards.
(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 aareement between the owner and the contractor.
2. 4 rL.Renalling wood decks: When replacing roofing, the existing wood roof deck may.have to be
renit in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior
t i ng the existing roof system).
3. Common roofs: Common roofs are those which have no visible delineation between neighboring
urfs 4i, townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or
o should notffy the occupants of adjacent units of roofing to be performed.
4.Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can
vi from below. The owner may wish to maintain the ardiitectural appearance; therefore, roofing nail
n n of the underside of the deddng may not be aa:eptable. This provides the option of maintaining the
5. Ponding water. The current roof system and/or deck of the building may not drain well and may
u water to pond (accumulate) in lowwtying areas of the roof. Pounding can bean indication of structural
d and may require the review of a professional structhral engineer. Pounding may shorten the life
expectancy and performance of the new roofing system. Pounding conditions may not be evident until the
oigginal roofing system is removed. Pounding condons should b� corrected
6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not
Olerlo4aed from a buildup of water. Perimetededge wall or other roof extension may block this discharge if
04MOO scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in`
aqbfiance with the requirements of Sections R4402, R4403 and R4413.
7. Ventilation: Most roof structures should have some ability to vent natural airflow through the
i to ' of the structure assembly (the building itself). The existing amount of attic ventilation tI�notbe
u . It maybe benefiaal to cxmsider additional venting which can result in extendingthevice I'�fe of the
Date Contractor Signature tate
Revised on 7(91M LD
COUNTY '.
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 31525-99
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economv
GAF
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 and accepted by Miami -Dade County RER -
Product Control Section 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 Section (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. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County
Product Control Section 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 Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION:: GAF Ruberoie 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.
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 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 renews and revises NOA No. 09-0224.01 and consists of pages 1 through 29.
The submitted documentation was reviewed by Jorge L. Acebo.
NOA No.: 13-0424.14
tioaoe cau Expiration Date: 11/06/14
• • Approval Date: 10/31/13
Page 1 of 29
Membrane Type: APP/SBS Heat Weld
Deck Type 1: Wood, Non -insulated
Deck Description: 19/32" or greater plywood or wood plank decks
System Type E(2): Base sheet mechanically fastened.
All General and System Limitations shall apply.
Fare Barrier: FireOut"' Fire Barrier Coating, VersaShieie Fire -Resistant Roof Deck
(optional) Protection or SecurocV Gypsum -Fiber Roof Board.
Base sheet: GAFGLAS® #80 Ultima Base Sheet, GAFGLAS® Stratavene Eliminator
Nailable Venting Base Sheet, Ruberoid® Mop Smooth, Ruberoid® 20, Ruberoid®
SBS Heat Weld' Smooth or Ruberoid® SBS Heat -Weld 25 mechanically
fastened to deck as described below;
Fastening Options: GAFGLAS® Ply 4, GAFGLAS® FlexPly"' 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 FlexPly 6, GAFGLAS® #75 Base Sheet or any
of above base sheets attached to deck with Drill -Tec"' #12 Fastener, Drill -Tec
#14 Fastener or Drill -Tec" XHD Fastener and Drill -Tec'' 3" Steel Plate, Drill -
Tec' AccuTrac® Flat Plate or Drill -Tec'.' AccuTrace Recessed Plate installed
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® FlexPly 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" #80 Ultima"" Base Sheets, Ruberoie 20, Ruberoido Mop Smooth,
base sheet 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 -60 psf, See General Limitation #7)
GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with
Drill -Tec"' #12 Fastener, Drill -Tec' #14 Fastener or Drill -Tec"' XHD Fastener
and Drill-Tec'm 3" Steel Plate, Drill -Tec"' AccuTraco Flat Plate or Drill -Tec'"
AccuTrace Recessed Plate installed 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)
NOA No.: 13-0424.14
Expiration Date: 11/06/14
Approval Date: 10/31/13
Page 27 of 29
Any of above base sheets attached to deck approved annular ring shank nails and
3" inverted Drill -Tec" 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 Limitadon #7)
GAFGLAS" #75 Base Sheet or any of above base sheets attached to deck with
Drill -Tec" #12 Fastener, Drill -Tec" #14 Fastener or Drill -Tec" XHD Fastener
and Drill -Tec"' 3" Steel Plate, Drill -Tec"' AccuTrac" Flat Plate or Drill -Tec''
AccuTrac" Recessed Plate installed 8" 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 #7)
Ply Sheet: (Optional except over Ruberoid® Mop Smooth, Ruberoid" 20, Ruberoid" SBS
Heat -Weld" Smooth or Ruberoid" SBS Heat -Weld' 25) One or more plies
GAFGLAS" Ply 4 or GAFGLAS" F1exPly 6 sheet adhered in a full mopping of
approved asphalt applied within the EVT range and at a rate of 2040 lbs./sq. or
Ruberoid" Torch Smooth torch applied according to manufacturer's application
instructions.
Membrane: One ply of Ruberoid" Torch Smooth, Ruberoid" Torch Granule, RoofMatch"
APP Modified Granular, Ruberoid® EnergyCap" Torch Granule FR, Ruberoid®
EnergyCap" Torch Plus FR, or Ruberoid" Torch FR torch applied according to
manufacturer's application instructions.
Or
One or more plies of Ruberoid® SBS Heat -Weld's Plus, Ruberoid® SBS Heat -
Weld" Plus FR, Ruberoid" SBS Heat -Weld's 170 FR, Ruberoid" EnergyCap—
SBS Heat -Weld" Plus FR, Ruberoid" SBS Heat-Weld'm Granule, Ruberoid" SBS
Heat -Weld" Smooth and Ruberoid" SBS Heat -Weld" 25 applied according to
manufacturer's application instructions.
Surfacing: Optional on granular surfaced membranes; required for smooth membranes.
Chosen components must be applied according to manufacturer's application
instructions. All coatings must be listed within a current NOA.
1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved
asphalt at 60 lbs./sq.
2. GAFGLAS" Mineral Surfaced Cap Sheet or GAFGLAS" EnergyCap" BUR Mineral
Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT
range and at a rate of 20-40 lbs./sq.
3. Topcoat® Elastomeric Roofing Membrane, Topcoat® MB Plus (to be used as a primer with
Topcoat® Elastomeric Roofing Membrane) or Topcoat® Surface Seal SB applied at 1 to 1.5
gal./sq.
Maximum Design
Pressure: See Fastening Above
NOA No.: 13-0424.14
Expiration Date: 11/06/14
Approval Date: 10/31/13
Page 28 of 29
WOOD DECK SYSTEM Li aTAuow
1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® FlexPly' 6 when used as a
mechanically fastened base or anchor sheet.
2. Minimum '/a" DensDeck® Roof Board or 1/2" 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 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 side lap and one down the center of the sheet allowing
a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be
placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall
be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum
design pressure of -45 psE
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force fl 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 comer 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, or Registered Roof Consultant
(When this limitation is specifically referred within this NOA, General Limitation #9 will not
be applicable.)
8. All attachment and sizing of perimeter milers, metal profile, and/or flashing termination designs
shall conform to 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 be permitted for
enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers 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 in accordance with the Florida
Building Code and Rule 9N-3 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
NOA No.: 13-0424.14
Expiration Date: 11/06/14
Approval Date: 10/31/13
Page 29 of 29
Base Sheet: — One ply "Liberty'TM SBS Self -Adhering Base/Ply Sheet or "LlbertyT" SA Base/Ply Sheet", self -adhered.
Membrane: — "Ruberold@ Torch FR" or "Ruberold@ SBS Heat Weld Pius FR" or "Ruberoid@ SBS Heat Weld 170 FR" or
"Ruberold@ Torch Plus FR
QEDeckIncline: 1J2
Base — Two plies Type G2 or "GAFGLAS@ #'75 Base Sheet", or "Ruberoid@ 20" or "Ruberold@ 20 HT" or "Ruberold@
Dual Smooth" fully adhered vdtth hot roofing asphalt.
Ply Sheet (Optional — One or more plies Type G1 or Type G2 or "Ruberold@ SBS Heat Weld Smooth,"
Membrane: — "Ruberoid@ SBS Heat Weld 170 FR" or "Ruberold@ SBS Heat Weld Plus FR" heat fused
65. Deck: NC
Incllne., '/a
Insulation (Optional): — Polylsocyanurate, wood fiber, glass fiber or periite mechanically fastened, any combination, any
thickness,
Base Sheet:— One ply "Ruberoid@ SA Base/Ply Sheet" self -adhered
Membrane: — One ply "Ruberoid@ SA Cap FR self -adhered
66. Deck: C-15/32
Incline: 112.
Insulation (Optional): — Any thickness periite, glass fiber, polyisocyanurate, perlite/poljrisocyanurate composite,
mechanically fastened or adhered with any UL Classified insulation adhesive.
Barrier Board (Not required when the roof deck Is noncombustible): — Minimum •/a -in, thick Georgia-Pacific Gypsum LLC
"DensDeck @ Roofboard" or "DensDeck Prime@ Roofboard" or "DensDeck DuraGuardTm Roofboard" or United .States
Gypsum Corp. "SECUROCK@ Roof Board" (Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX) with butt
joints in the barrier board staggered a minimum of 6 -in. from butt joints in plywood roof deck
Base Sheet: — Two plies Type G2 "GAFGLAS *75 Base Sheet" fully adhered with hot roofing asphalt.
Ply Sheet: — Two plies Type GI "GAFGLAS Ply 6" fully adhered Wth hot roofing asphalt.
Membrane: — One ply "Ruberoid@ EnergyCapT" Dual FR" fully adhered with hot roofing asphalt
67. Deck: C-15/32
Incline: 1/2.
Insulation (Optional): — Any thickness periite or wood fiber or glass fiber or polylsocyanurate mechanically fastened or
adhered width OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive.
Barrier Board: — Minimum 1/a -Nr. thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or"DensDeck Prime@
Roofboard" or "DensDeck DuraGuard7m Roofboard" or minimum r/a-in. thick Untied Stat Gypsum Corp. "SECUROCK@ Roof
Board" (Type FRX-G) or °SECUROCK@ Glass -Mat Roof Board" (Type SGMRX) mechanically fastened' -or adhered with OMG
Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive with butt joints in the barrier board products
staggered a minimum of 6 -In. from plywood deck joints.
Base Sheet: — One or more plies Type G2 "GAFGLAS@. #75 Base Sheet or "Tri -Ply@ *75 Base Sheet" or Type (31 or Type
G2 fully adhered with hot roofing asphalt or mechanically fastened
Ply Sheet. — One or more plies "Ruberold@ 20" or "Ruberoid@ 20 HT" or "Ruberoid@ Dual Smooth" fully adhered with hot
roofing asphalt or mechanically fastened
Membrane: — One ply "Ruberoid@ 30" fully adhered with hot roofing asphalt.
Surfacing (Optional): — "TOPCOAT@ EnergyCoteTm Elastomeric Coating" or "TOPCOAT@ MB Plus" applied at a rate of 2-
gal/100-ft2.
68. Deck: NC
Incline: 1/2
Primer (Optional): —One application "TOPCOAT@ Surface Seal 8B" applied at 1-gal/100-.ft2.
Insulation (Optional): Perilte, fiber glass, polylsocyanurate, urethane or perilte/poiyisocyanurate composite.
Base Sheet: One or more layers "GAF Stratavent@ Eliminator'" Venting Base Sheet (Perforated)" or "GAF Stratavent@
Eilminator?"" Venting Base Sheet (Nallable)", Type G2 "GAFGLAS@ *75 Base Sheet" or "Tri -Ply@ *75 Base. Sheet or Type
G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "TN -Ply@ Mineral Surfaced Cap Sheet", hot mopped or mechanically
fastened.
Ply Sheet (Optional): — One or more piles Type G1, -hot mopped in place.
Membrane: — "Ruberoid@ Mop 170 FR" or "Ruberoid@ Dual FR" or "Ruberoid@ Mop FR" or "Ruberoid@ EnergyCap"" Mop
FR.
69. Deck: NC
Incline: 1/2
Base Sheet: — One ply of "Ruberoid@ Mop Smooth or "Ruberoid@ Mop Smooth 1.5" or "Ruberoid@ Mop Smooth Plus' or
"Ruberoid@ Dual Smooth" fully adhered with "Matrix'''" 101 Premium SBS Membrane Adhesive" applied .at a rate of 1-1/2
gal/100-ft2,
Membrane: — One ply "Ruberoid@ Mop 170 FR" or "Ruberoid@ Dual FR" or "Ruberold@ Mop FR" or "Ruberold@
EnergyCapT"° Mop FR fully adhered with "Matrix T" 101 Premium SBS Membrane Adhesive" applied at a rate of 11h-gal/100-
ft2.
70. Deck: C-15/32 Incline. 1/2
Insulation (Optional); — Any thickness "EnergyGuar-d'4 or "EnergyGuard"" RA" or "EnergyGuardT" RN" or "EnergyGuardu
RHO or "EnergyGuard°Y RF" or "EnergyGuardTm Ultra" polyisocyanurate, mechanically fastened or adhered with OMG Inc.
"OlySond"" Fastening. System" or any UL Classified insulation adhesive.
Barrier Board: — Minimum 1/4 -In. thldc Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck Prime@
Roofboard" or "DensDeck DuraGuardTm Roofboard" or minimum 1/4 -In. thick United States Gypsum Corp. "SECUROCK@ Roof'
Board" (Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX) mechanically fastened or adhered with OMG
Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive with butt joints in the barrier board products
staggered a minimum of 6 -In. from plyvmod deck joints.
Base Sheet: One ply of "Ruberoid@ Mop Smooth'" or "Ruberold@ Mop Smooth 1.5" or "Ruberoid@ Mop Smooth Pius" or
"Ruberoid@ Dual Smooth" fully adhered with "Matrix'"" 101 Premium SBS Membrane Adhesive" applied at a rate -of 11h
RE: Permit #�
Miami shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
INSPECTION AFFIDAVIT
DATE: %
I -Pq-1V1a LM6-y licensed as a (n) Cntrac/ En ineer /Architect
g
(Print name and dree License Type) FS 468 Building Inspector
License #:
On or about , I did personally inspect the roof deck nailing and
(Date & time)
Secondary water barrier work
�76 -�,T-
(complete Job Site Address)
Based upon that examination i have determined the installation was done according to the Hurricane Mitigation Retrofit
Manual (Based on 553.844 F.S)
ID' A
, jm"— � I Signature
State of Florida
County of Dade:
The undersigned, being the first duly swom, deposes and says that he/she is the contractor for the above property
mentioned.
Sworn to and subscribed before me this
sc
Notary Public, Sate of Florida at Large
'General, Building, Residential, or Rootiral Contractors or any individual certified under 468 F.S. to mom 'u n. In a photographs of each lane of the roof with
permit # and address # dearly shown marked on the deck for each °° 1. %\ p
Inspection °�"U 111111.11 I1\���\\\
Revised on 5/21/2009