REV-16-2999 a`�
1
2�� Miami Shores Village CE
� Nov o3 2016
. �
Building De a ent
✓ venue,Miami or F rida 33138 BY:
(3 5 8972
woolN 0 )762-4949
Imm FBC 20
BUILDING Master Permit No. R-V- — Pi�- — ( 64 3
PERMIT APPLICATION Sub Permit No. 2 F—vl(,p —Z-Ctgg j
❑BUILDING ❑ ELECTRIC /ROOFING Et/REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 121-10 H-e I o2—
City: Miami Shores County: Miami Dade Zio:
Folio/Parcel#: Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER:Name(Fee Simple Titleholder): i G► �� Phone#:
Address: I�-j D 46 t0 a
City: I l S kae�> State: Zip:
Tenant/Lessee Name: Phone#:
Email: 'lap do
CONTRACTOR:Company Name: AL-W-A � Phone#: ��-
Address: 44"1�->2 4' pNe ow-,4-
City: t Wt State: Zip: 3 3!S
Qualifier Name: 3 AV I WkSZA Phone#: i
State Certification or Registration#: C C J o1�� ®Ci Rificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit:$ t j "517D•Oz) Square/Linear Footage of Work: CR i5o
Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition
Description of W�or/k:, - ��(�'��� � -r
U �aK�ST�e� [�-t't 4`� '(��{�'l(
OU-Oz
::�A-ow
Specify color of color thru the:
Submittal Fee$ Permit Fee$ CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$
(Revised02/24/2014)
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 ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES,BOILERS,HEATERS,TANKS,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 commenc5Ment must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In a absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature �""t _ Signature
OWNER or AGENT CON CT R
The foregoing instrumen was acknowledged before me this The foregoing instrument was acknowledged before me this
day of X Q,f�Vr' 20 f& ,by _�day of 000 20 1 G by
D tolyl a✓t-mod .who is personally known to V r P Y AQwho is personally known to
me or who has produced L• �- as me or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Sign: Sign
Print: rvAww. 4-'Jj��Wxl Print: l v'" Z
seal: Commission F�J31589 seal: Commission # FF,►31�85
Expires:October 28,2019 s., Expires:0cw ,, 3,2(0'
'�ip�OFFi0�0``` Wiideu 0tu Aaron IVO Bonded thru Aaron � • � Lary
(I
APPROVED BY Plans E)jaminer Zoning
Structural Review Clerk
(Revised02/24/2014)
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BROWN�>1R
,MIAMI-DiADE
Miami Dade County HVHZ Electronic Roof Permit Form
•
"Delivering Excellence Every ®ay"
Illustrate Components Noted and Details as Applicable:
Woodblocking, Gutter, Edge Terminations/Stripping/Flashing, Continuous Cleat, Cant Strip, Base
Flashing, Counterflashing, Coping, Etc.
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 15 HVHZ, FBC.
�2 CaArrlr-
t2ic1.4 Yt Yz. —F— ' emo
11 T Parapet Wall Height ft.
-541 �---- Mean Roof Height
lywoo-Z�
;6 it 0
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-VU LL Merl i Aet
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•' o
l' MIAMI-DADE COUNTY
:DA M2
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33173-2474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy
SEAL-0-FLEX,INC.
2520 Oscar Johnson Dr.
Charleston,SC 29405
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: Sealoflex Waterproofing Systems over 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.15-0406.03 and consists of pages 1 through 11.
The submitted documentation was revieweAbyQaspV J>:od;igWez..•
000 *00 000
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••• • ••• ' NOA No.: 16-0801.02
Expiration Date: 10/13/21
0:0• • • • • ... Approval Date: 09/29/16
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ROOFING SYSTEM APPROVAL
Category Roofing
Sub-Category: Waterproofing Sytems
Material: Elastomeric
Deck Type: Wood
Maximum Design Pressure: -82.5 psf.
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
Test Product
Product Container Sizes Specification Description
Cemflex Concentrate 1 or 5 gal. Proprietary Additive used to produce Cemflex Slurry,a base
liquid coat for use over concrete substrates.
Sealoflex Pink® 1 or 5 gal. ASTM D6083 Base and saturation liquid coat.
Metal Etch Primer' 1 or 5 gal. Proprietary Primer for all unprotected metal surfaces.
Sealobond Primer WB" 1 or 5 gal Proprietary Primer for use over painted concrete,wood or
steel,or unpainted masonry substrates.
Sealoflex Fabric' Proprietary Non-woven polyester reinforcing fabric for use in
the Sealoflex roof system.
Sealoflex Finish Coat' 1 or 5 gal. ASTM D6083 Top waterproofing coating.
Sealoment Plus" 50#bags Proprietary Primer for concrete or lightweight concrete.
Sealoflex CT Pink" 1 or 5 gal. ASTM D6083 Solvent borne,base and saturation coat.
Sealoflex CT Top" 1 or 5 gal. ASTM D6083 Solvent borne,single components roof coating.
Corabase" 50 lb. bags Proprietary Polymer modified portland cement powder used as
a tile adhesive
Wearcoat" 1 or 5 gal. Proprietary Liquid applied emulsion coating(available in
smooth or non-skid version containing aggregate)
for pedestrian traffic surfaces.
Coraflex' 1 or 5 gal. Proprietary Liquid applied,water dispursed resin based
coating for pedestrian traffic surfaces.
Dampseal 101" 1 gal. or 1 qt.kits Proprietary Two component epoxy primer for use over
concrete.
Sealoflex Flashing Grade 1 gal.or 1 qt.kits Proprietary Trowellable or brushable waterborne paste.
Sealoflex Buttergrade" 1 or 5 gal. Proprietary Trowellable waterborne paste for surfacing
irregular substrates.
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••• • ••• • • NOA No.: 16-0801.02
COMMIT Expiration Date: 10/13/21
• ; ; a ; •e• 0 Approval Date: 09/29/16
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TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS:
Test Product
Product Dimensions Specification Description Manufacturer
Concrete Pavers Min.24" x 24"x 1-'/2" ASTM C902 4000 psi Min. Compressive strength, Generic
5%water absorption max.
Ceramic Tiles Min. 12"x 12"x''/z" ASTM C902 Ceramic plaza deck walking tiles,5% Generic
water absorption max.
PermaBase Min.32" x 48" x'/4" ASTM C1325 A rigid substrate made of portland National Gypsum
cement,aggregate and glass mesh. Co.
PermaPly 28 36" x 106' ASTM D4601, Fiber Glass-Reinforced, Johns Manville
Type II Asphalt-Coated Lightweight Base
Sheet.
GAFGLAS#75 39.375"x 97.5' ASTM D4601, Base sheet constructed with a strong GAF
Type Il glass mat that is coated on both sides.
Sopra-G 3'x 108' ASTM D4601, Fiberglass base sheets used as an Soprema,Inc.
Type 1I anchor sheet for heat welded,cold
adhesive or hot asphalt applied roof
assemblies.
APPROVED INSULATIONS:
TABLE 2
Product Name Product Description Manufacturer(With Current NOA)
DensDecV Roof Board Gypsum Board Georgia-Pacific Gypsum,LLC
APPROVED FASTENERS:
TABLE 3
Fastener Product Product Manufacturer
Number Name Description Dimensions (With Current NOA)
1 #14 Roofgrip Insulation fastener #14-x 24" max.Length, OMG,Inc.
#3 Phillips head.
2 Flat Bottom Metal Plate A2-SS aluminized 3"square; OMG,Inc.
steel plate .017"thick
3 OMG Heavy Duty Insulation fastener #14 x 16"max.length; OMG,Inc.
#3 Phillips head
4 3"Round Metal Plate Galvalume stress plate. 3"round OMG,Inc.
5 DekFast 14 Insulat4gnf"teper • 1 4•ia.x 12"max. en SFS Intec,Inc.
' ' • V-11'tillips modified truss head.
6 DekFast Galvalume Steel?6"alva]'un%: '.' ; .0/8" x 3'/4" x.018" SFS Intec,Inc.
Steel Hex AZ50 stress plate
6 • 00 • • •
•+• . •• . ' ' NOA No.: 16-0801.02
4'c Expiration Date: 10/13/21
+++ + • • • ••. • • Approval Date: 09/29/16
• • V ul i i Page 3 of 11
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EVIDENCE SUBMITTED:
Test Agency Test Identifier Test Name/Report Date
Celotex Testing Center,Inc. MTS Job No.258211 TAS 143 05/20/98
PRI Asphalt Technologies SOF-007-02-01 ASTM D6083 07/16/04
SOF-033-02-01 Physical Properties 02/10/16
SOF-034-02-01 ASTM D6083 02/18/16
SOF-034-02-02 ASTM D6083 01/30/16
SOF-035-02-01 ASTM D6083 01/30/16
SOF-035-02-02 TAS 139-95 01/30/16
SOF-036-02-01 ASTM D903 02/18/16
SOF-037-02-01 Physical Properties 01/30/16
Intertek 3111467-001 QCM R1 ASTM E108/UL 790 08/29/13
Exterior Research&Design, #4213.07.97-1 TAS 114 10/20/00
LLC. 44210.06.02 TAS 114-C/D/J 06/17/02
#4213.09.00-1R TAS 114-D&J/TAS 117-13 10/25/05
44234.05.05 TAS 114-J/TAS 117-B 05/04/05
#4234.10.05 TAS 114-J/TAS 117-B 10/20/05
44223.02.03 TAS 114-H/ASTM C794 02/27/03
#4235.05.05-1 TAS 114 08/31/05
#4233.08.04 ASTM C297 08/04/04
QAI Laboratories RJ0525-Rev.2 ASTM C1325 06/25/10
Trinity I ERD S30750.03.10 ASTM D 6083 03/24/10
S 12420.02.10-2-R1 ASTM D6083 /TAS 143 04/02/10
S35600.11.11 ASTM D6083 11/22/11
S44670.04.13-R2 Physical Properties 05/08/13
S45850.10.13 Physical Properties 10/13/13
533930.09.11 Physical Properties 09/14/11
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••' "' ' NOA No.: 16-0801.02
Expiration Date: 10/13/21
... . . ... Approval Date: 09/29/16
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APPROVED ASSEMBLIES
Deck Type 1I: Wood Deck, Insulated
Deck Description: Min. 19/32"Plywood or Wood Plank attached to supports spaced maximum 24" o.c.with
minimum 8d commom nails spaced 6" o.c.
System Type A(1): Sealoflex or Sealoflex CT System with Hardwearing Finish
Anchor Sheet: PermaPly 28,GAFGLAS#75 or Sopra-G anchor sheet mechanically attached with approved
1'/4" annular ring shank nails and 15/8"tin caps spaced 6" o.c.in the lap and 6" o.c. in three
equally spaced rows in the field of the sheet.
One layer of the following insulation.
Insulation Layer Insulation Fasteners Fastener Density/ft'
DensDeck N/A N/A
Minimum 1/4" thick
Note: All insulation shall be adhered to the anchor sheet in a full mopping of approved asphalt within the EVT
range at a rate of 20-40 lbs/100 ft2 or'/" to 1" diameter beads of Insta-Stik Quik Set Insulation Adhesive
spaced 6" o.c.or 3" to 31/211 wide ribbons of ICP Adhesives CR-20 spaced 6" o.c. Insta-Stik Quik Set Insulation
Adhesive beads or ICP Adhesives CR-20 ribbons shall be placed atop anchor sheet fastener rows. Refer to
Roofing Application Standard RAS 117 for insulation attachment.
Membrane Flashing: All cracks,expansion joints,base flashings,penetrations and junctures at horizontal/vertical
changes in plane shall be flashed with Sealoflex Fabric and Sealoflex Pink or Sealoflex CT
Pink in accordance with Sealoflex published details.
For vertical surfaces the Sealoflex Fabric shall extend at least 6" into the horizontal surface.
At field and wall expansion joints, install Sealoflex Fabric 6"to both sides of the joint.
All drains areas shall be pre-detailed with Sealoflex CT Pink and Sealoflex Fabric extending
6 inches beyond the drain flange on all sides and secured by the clamping ring to the drain.
Drain must be maintained free to weep at membrane level.
Do not mix Sealoflex Pink or Sealoflex Finish Coat materials with Sealoflex CT Pink or
Sealoflex CT Ton.
Base Coat: Apply a moderate base coat of Sealoflex Pink or Sealoflex CT Pink to the prepared area and
embed Sealoflex Fabric directly into the wet base coat. Use a clean,dry brush to fully embed
the fabric,removing any wrinkles or bubbles. Allow to dry until the fabric is firmly adhered
(minimum 30 minutes). Apply a saturation coat of Seaflex Pink or Sealoflex CT Pink to fully
saturate the fabric from above. Fabric joints shall be overlapped a minimum of 3".
Top Coat: Apply two(2)coats of Sealoflex Finish Coat at a combined rate of 70 ft2/gal.
OR
Apply two(2)coats of Sealoflex CT Top at a combined rate of 70 ft2/gal.
Integrity Test: Required,and shall be performed in accordance with ASTM D 5957 by an approved lab.
Water may be maintained for a period longer than 24 hours if required.
Inspection: Contractor and a representative of the membrane manufacturer shall inspect the
waterproofing assembly and notify the contractor of any defects. All defects shall be
corrected.
Surfacing: Apply Wearcoat at a rate of 90 ft2/gal. or Coraflex at a rate of 20 ft-2/gal.
(See General Limit%tion # 10) • ••
Maximum Design . . .
Pressure: -60 psf (See Gd1vrartir$it1ti&n:4F: •.
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NOA No.: 16-0801.02
ME Expiration Date: 10/13/21
... • ... • Approval Date: 09/29/16
• • ... . . Page 5 of 11
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Deck Type 1I: Wood Deck, Insulated
Deck Description: Min. 19/32"Plywood or Wood Plank attached to supports spaced maximum 24" o.c.with
minimum 8d commom nails spaced 6" o.c.
System Type A(2): Sealoflex CT System with Tile Finish(1.3.1.2)
Anchor Sheet: PermaPly 28,GAFGLAS#75 or Sopra-G anchor sheet mechanically attached with
a rove 4 annu ar nng s nails and l%"tin caps spaced 6" o.c.in the lap and 6" o.c.
in three equally spaced rows in the field of the sheet.
One layer of the following insulation.
Insulation Layer Insulation Fasteners Fastener Density/ft'
N/A N/A
_Minimum'/a"thick
Note:All insulation shall be adhered to the anchor sheet in a full mopping of approved asphalt within the EVT
range at a rate of 20-40 lbs/100 ft2 or-3/4" to 1" diameter beads of Insta-Stik Quik Set Insulation Adhesive
spaced 6" o.c.or 3" to 3'/Z"wide ribbons sof ICP Adhesives CR-20 spaced 6" o.c. Insta-Stik Quik Set Insulation
Adhesive beads or ICP Adhesives CR-20 ribbons shall be placed atop anchor sheet fastener rows. Refer to
Roofing Application Standard RAS 117 for insulation attachment.
Membrane Flashing: All cracks,expansion joints,base flashings,penetrations and junctures at
horizontal/vertical changes in plane shall be flashed with Sealoflex Fabric and Sealoflex
CT Pink in accordance with Sealoflex published details.
For vertical surfaces the Sealoflex Fabric shall extend at least 6" into the horizontal surface.
At field and wall expansion joints,install Sealoflex Fabric 6"to both sides of the joint.
All drains areas shall be pre-detailed with Sealoflex CT Pink and Sealoflex Fabric
extending 6 inches beyond the drain flange on all sides and secured by the clamping ring to
the drain. Drain must be maintained free to weep at membrane level.
Base Coat: Apply a moderate base coat of Sealoflex CT Pink to the prepared area and embed Sealoflex
Fabric directly into the wet base coat. Use a clean,dry brush to fully embed the fabric,
removing any wrinkles or bubbles. Allow to dry until the fabric is firmly adhered
(minimum 30 minutes). Apply a saturation coat of Sealoflex CT Pink to fully saturate the
fabric from above. Fabric joints shall be overlapped a minimum of 3".
Top Coat: Apply two(2)coats of Sealoflex CT Top at a total rate of 70 ftz/gal.
Integrity Test: Required,and shall be performed in accordance with ASTM D 5957 by an approved lab.
Water may be maintained for a period longer than 24 hours if required.
Inspection: Contractor and a representative of the membrane manufacturer shall inspect the
waterproofing assembly and notify the contractor of any defects. All defects shall be
corrected.
Surfacing: Concrete pavers(24"x 24"x 1-'/2")4000 psi minimum or ceramic plaza deck tiles
(12"x12"x'/2")embedded into Sealoflex Corabase applied to the top Se oflex- T coating
with"" trowel. (See General Limitation# 10)
Maximum Design
Pressure: -60 psf (See(adnorai 1lirrmitation#73 ••
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NOA No.: 16-0801.02
slim ••• • • • •• Expiration Date: 10/13/21
•
• • • • • • Approval Date: 09/29/16
• :• : • Page 6 of 11
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Deck Type 1I: Wood Deck,Insulated
Deck Description: Min. 19/32"Plywood or Wood Plank attached to supports spaced maximum 24" o.c.with
minimum 8d commom nails spaced 6" o.c.
System Type A(3): All layers of insulation are adhered to a mechanically attached anchor sheet. Sealoflex
System applied.
All General and System Limitations Apply
Anchor Sheet: PermaPly 28,GAFGLAS#75 or Sopra-G anchor sheet mechanically attached to deck with
approved annular ring shank nails and tin caps at a fastener spacing of 6" o.c.at the lap and
6" o.c. in three equally spaced rows in the field of the sheet.
One layer of the following insulation.
Insulation Layer Insulation Fasteners Fastener Density/ft'
PermaBase N/A N/A
Minimum 1/4"thick
Note: All insulation shall be adhered to the anchor sheet in a full mopping of approved asphalt within the EVT
range at a rate of 20-40 lbs/100 ft2 or'/" to 1" diameter beads of Insta-Stik Quik Set Insulation Adhesive
spaced 6" o.c.or 3" to 3%"wide ribbons of ICP Adhesives CR-20 spaced 6" o.c. Insta-Stik Quik Set Insulation
Adhesivebeads or ICP Adhesives CR-20 ribbons shall be placed atop anchor sheet fastener rows. Refer to
Roofing Application Standard RAS 117 for insulation attachment.
Membrane: Apply Sealoflex Pink at an application rate of 40 ft2/gal.
Apply a single layer of non-woven polyester fabric to the wet Sealoflex Pink base coat.
Fabric joints shall be overlapped a minimum of 3"followed by saturation coat of Sealoflex
Pink.
Apply two coats of Sealoflex Finish Coat at a rate of 70 ft2/gal.
Integrity Test: Required,and shall be performed in accordance with ASTM D 5957 by an approved lab.
Water may be maintained for a period longer than 24 hours if required.
Inspection: Contractor and a representative of the membrane manufacturer shall inspect the
waterproofing assembly and notify the contractor of any defects. All defects shall be
corrected.
Surfacing: (Optional)Apply Wearcoat at a rate of 90 ft2/gal or Coraflex at a rate of 20 ft2/gal. (See
General Limitation# 10)
Maximum Design
Pressure: -60 psf(See General Limitation#7)
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NOA No.: 16-0801.02
Expiration Date: 10/13/21
••• • • • • ••+ + • Approval Date: 09/29/16
• V: a Page 7 of 11
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Deck Type 1I: Wood Deck,Insulated
Deck Description: 19/32"or greater plywood attached to supports spaced maximum 24"o.c.with#8 wood
screws spaced 6" o.c
System Type A(4): All layers of insulation are adhered to a mechanically attached anchor sheet. Sealoflex
System applied.
All General and System Limitations Apply
Anchor Sheet: PermaPly 28,GAFGLAS#75 or Sopra-G anchor sheet mechanically attached to deck with
approved annular ring shank nails and tin caps at a fastener spacing of 6"o.c.at the lap and
6" o.c.in three equally spaced rows in the field of the sheet.
One layer of the following insulation.
Insulation Layer Insulation Fasteners Fastener Density/ft2
PermaBase N/A N/A
Minimum I/4"thick
Note:All insulation shall be adhered to the anchor sheet in a full mopping of approved asphalt within the EVT
range at a rate of 20-40 lbs/100 ft2 or 3/" to 1" diameter beads of Insta-Stik Quik Set Insulation Adhesive
spaced 6" o.c.or 3" to 31/2"wide ribbons of ICP Adhesives CR-20 spaced 6" o.c. Insta-Stik Quik Set Insulation
Adhesive beads or ICP Adhesives CR-20 ribbons shall be placed atop anchor sheet fastener rows. Refer to
Roofing Application Standard RAS 117 for insulation attachment.
Membrane: Apply Sealoflex Pink at an application rate of 40 ft2/gal.
Apply a single layer of non-woven polyester fabric to the wet Sealoflex Pink base coat.
Fabric joints shall be overlapped a minimum of 3"followed by saturation coat of Sealoflex
Pink.
Apply two coats of Sealoflex Finish Coat at a rate of 70 ft2/gal.
Integrity Test: Required,and shall be performed in accordance with ASTM D 5957 by an approved lab.
Water may be maintained for a period longer than 24 hours if required.
Inspection: Contractor and a representative of the membrane manufacturer shall inspect the
waterproofing assembly and notify the contractor of any defects. All defects shall be
corrected.
Surfacing: (Optional)Apply Wearcoat at a rate of 90 ft2/gal or Coraflex at a rate of 20 ft2/gal.(See
General Limitation# 10)
Maximum Design
Pressure: -82.5 psf(See General Limitation#7)
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NOA No.: 16-0801.02
' Expiration Date: 10/13/21
••• •
0:0 • Approval Date: 09/29/16
• • ••• • Page 8 of 11
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Deck Type 1I: Wood Deck,Insulated
Deck Description: Min. 19/32"Plywood or Wood Plank attached to supports spaced maximum 24" o.c.with
minimum 48 wood screws spaced 6" o.c.
System Type C(1): Sealoflex or Sealoflex CT System with Hardwearing Finish
One layer of the following insulation.
Insulation Layer Insulation Fasteners Fastener Density/ftz
DensDeck #14 Roofgrip fasteners and Flat Bottom Metal Plates or 1.33
Minimum 1/4"thick OMG Heavy Duty fasteners with 3 in.Round Metal Plates or
Dekfast 14 fasteners and Dekfast Galvalume Steel Hex plates
Note: All layers of insulation shall be mechanically attached using the fastener density listed above.The
insulation panels listed are minimum sizes and dimensions; if larger panels are used,the number of fasteners
shall be increased maintaining the same fastener density.
Membrane Flashing: All cracks,expansion joints,base flashings,penetrations and junctures at
horizontal/vertical changes in plane shall be flashed with Sealoflex Fabric and Sealoflex
Pink or Sealoflex CT Pink in accordance with Sealoflex published details.
For vertical surfaces the Sealoflex Fabric shall extend at least 6" into the horizontal surface.
At field and wall expansion joints,install Sealoflex Fabric 6"to both sides of the joint.
All drains areas shall be pre-detailed with Sealoflex Pink or Sealoflex CT Pink and
Sealoflex Fabric extending 6 inches beyond the drain flange on all sides and secured by the
clamping ring to the drain. Drain must be maintained free to weep at membrane level.
Base Coat: Apply a moderate base coat of Sealoflex Pink or Sealoflex CT Pink to the prepared area
and embed Sealoflex Fabric directly into the wet base coat. Use a clean,dry brush to fully
embed the fabric,removing any wrinkles or bubbles. Allow to dry until the fabric is firmly
adhered(minimum 30 minutes). Apply a saturation coat of Sealoflex Pink or Sealoflex CT
Pink to fully saturate the fabric from above. Fabric joints shall be overlapped a minimum
of 3".
Top Coat: A.Apply two(2)coats of Sealoflex Finish Coat at a combined rate of 70 ft2/gal.
OR
B.Apply two(2)coats of Sealoflex CT Top at a combined rate of 70 ft2/gal .
Integrity Test: Required,and shall be performed in accordance with ASTM D 5957 by an approved lab.
Water may be maintained for a period longer than 24 hours if required.
Inspection: Contractor and a representative of the membrane manufacturer shall inspect the
waterproofing assembly and notify the contractor of any defects. All defects shall be
corrected.
Surfacing: Apply Wearcoat at a rate of 90 ft2/gal.or Coraflex at a rate of 20 ft2/gal.
(See General Limitation# 10)
Maximum Design
Pressure: -60 psf(See General Limitation#7)
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••• • ••• • NOA No.: 16-0801.02
Expiration Date: 10/13/21
000 • • • • ••• • Approval Date: 09/29/16
• • • Page 9 of 11
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Deck Type 1I: Wood Deck,Insulated
Deck Description: Min. 19/32"Plywood or Wood Plank attached to supports spaced maximum 24" o.c.with
minimum#8 wood screws spaced 6" o.c.
System Type C(2): Sealoflex CT System with Tile Finish
One layer of the following insulation.
Insulation Layer Insulation Fasteners Fastener Density/ft2
DensDeck #14 Roofgrip fasteners and Flat Bottom Metal Plates or OMG 1.33
Minimum 1/4"thick Heavy Duty fasteners with 3 in. Round Metal Plates or#14
Dekfast fasteners and Dekfast Galvalume Steel Hex plates
Note: All layers of insulation shall be mechanically attached using the fastener density listed above.The
insulation panels listed are minimum sizes and dimensions; if larger panels are used,the number of fasteners
shall be increased maintaining the same fastener density.
Membrane Flashing: All cracks,expansion joints,base flashings,penetrations and junctures at
horizontal/vertical changes in plane shall be flashed with Sealoflex Fabric and Sealoflex
CT Pink in accordance with Sealoflex published details.
For vertical surfaces the Sealoflex Fabric shall extend at least 6" into the horizontal surface.
At field and wall expansion joints,install Sealoflex Fabric 6"to both sides of the joint.
All drains areas shall be pre-detailed with Sealoflex CT Pink and Sealoflex Fabric
extending 6 inches beyond the drain flange on all sides and secured by the clamping ring to
the drain.Drain must be maintained free to weep at membrane level.
Base Coat: Apply a moderate base coat of Sealoflex CT Pink to the prepared area and embed Sealoflex
Fabric directly into the wet base coat. Use a clean,dry brush to fully embed the fabric,
removing any wrinkles or bubbles. Allow to dry until the fabric is firmly adhered
(minimum 30 minutes). Apply a saturation coat of Sealoflex CT Pink to fully saturate the
fabric from above. Fabric joints shall be overlapped a minimum of 3".
Top Coat: Apply two(2)coats of Sealoflex CT Top at a combined rate of 70 fta/gal.
Integrity Test: Required,and shall be performed in accordance with ASTM D 5957 by an approved lab.
Water may be maintained for a period longer than 24 hours if required.
Inspection: Contractor and a representative of the membrane manufacturer shall inspect the
waterproofing assembly and notify the contractor of any defects. All defects shall be
corrected.
Surfacing: Concrete pavers(minimum 24" x 24" x 1-'/Z")4000 psi minimum or ceramic plaza deck
tiles(minimum 12"x 12"x''/2")embedded into Sealoflex Corabase applied to the top
Sealoflex-CT coating with a'/4"trowel. (See General Limitation# 10)
Maximum Design
Pressure: -60 psf (See General Limitation#7)
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• •• • •• •• • •
NOA No.: 16-0801.02
Expiration Date: 10/13/21
• • • • ` , •+ • •
Approval Date: 09/29/16
• �`� . Page 10 of 11
GENERAL LINIITATIONS:
1. Fire classification is not part of this acceptance,refer to a current Approved Roofing Materials Directory for
fire ratings of this product.
2. Required integrity flood testing shall be provided to the Building Official for review at time of final inspection.
3. All work shall be performed by a Contractor licensed to do roofing/waterproofing. Contractor shall be
approved by Sealoflex Waterproofing Systems,Inc. Sealoflex Systems shall be installed solely by approved
applicators and only with applicator's equipment approved by Sealoflex Waterproofing Systems, Inc.
4. Flashings shall be installed according to the manufacturers published standard details,specific details,approved
by Sealoflex,shall be submitted to the Building Official for review.
5. Sealoflex Waterproofing Systems shall not be installed without consultation with Sealoflex,Inc. if ambient or
surface temperature is below 50°F. Do not apply to wet or frozen concrete surface.
6. All attachment and sizing of perimeter nailers,metal profile,and/or flashing termination designs shall conform
with Roofing Application Standard RAS 111 and the wind load requirements of applicable Building Code.
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, or Registered Roof Consultant (When this limitation is specifically referred
within this NOA,General Limitation#9 will not be applicable.)
8. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by Sealoflex,Inc.
Sealoflex,Inc.shall supply a list of approved applicators to the authority having jurisdiction
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 this limitation is
specifically referred within this NOA,General Limitation#7 will not be applicable.)
10. A non-skid surfacing is required for all pedestrian areas,plaza decks or balconies.
11. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 61 G20-3 of the Florida Administrative Code.
12. All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the
manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control
Approved" or the Miami-Dade County Product Control Seal as shown below
MIAMFDADE COUNTY
END OF THIS ACCEPTANCE
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NOA No.: 16-0801.02
•.• Expiration Date: 10/13/21
Approval Date: 09/29/16
Page 11 of 11
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4
M IAM(MADE MIAMI-RADE 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)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy
GAF
1 Campus Drive
Parsippany,NJ 07054
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 Ruberoid®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 inspeeAon a%;J&b-ehe at theeequest of the Building Official.
This NOA renews and revises NOA No. 14 611 0�1 anc censis�s of pages 1 through 30.
The submitted documentation was reviewed by Jorge L.Acebo.
: 0:0 0 0 0j.
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.was
00,000
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NOA No.: 141030.02
M WDADE COUNTY ... Expiration Date: 11/06/18
;.; ; Approval Date: 11/05/15
' ' Page 1 of 30
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APPROVED ASSEMBLIES
Membrane Type: SBS
Deck Type 1I: Wood,Insulated
Deck Description: 19/32"or greater plywood or wood plank
System Type A(1): Anchor sheet mechanically fastened,all layers of insulation adhered with
approved asphalt.
All General and System Limitations shall apply.
Fire Barrier: FireOut'°'Fire Barrier Coating,VersaShield®Fire-Resistant Roof Deck Protection
(optional) or Securock"Gypsum-Fiber Roof Board.
Anchor sheet: GAFGLAS"#80 Ultima'"Base Sheet,GAFGLAS"Stratavent"Eliminator
Nailable Venting Base Sheet,Ruberoid®20,Ruberoid®SBS Heat-Weld''Smooth
or Ruberoid®SBS Heat-Weld'25 base sheet mechanically fastened to deck as
described below.
Fastening GAFGLAS"Ply 4,GAFGLAS"F1exPly"'6,GAFGLAS"#75 Base Sheet or any
Options: of above anchor 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"FlexPlyT"6,GAFGLAS®#75 Base Sheet or any
of above anchor 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-Tec7 AccuTrac"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"F1exPly 6,GAFGLAS"#75 Base Sheet or any of above anchor
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 Sheet,Ruberoid"20,Ruberoid"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 anchor sheets attached to deck with
Drill-Tec'#12 FasteM,D11-Tec'# 4afastenaor Drill-Tec' XHD Fastener
and Drill-Tec'' 3" Steel PI#tj)ijll;TCc j.4cegTrac"Flat Plate or Drill-Tec'
AccuTrac"Recessed•121'ate Jst1V1d*Z'8.c:iu Xrows. One row is in the 2"side
lap. The other rows are equally spaced approximately 9"o.c.in the field of the
sheet. 9 ••• ••• ••• •
(Maximum Design Arescure—$0•psf.See G4iet�al'dimitatlon#7)
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NOA No.: 141030.02
MIAMI•DADE COUNTY ••• • • • ... Expiration Date: 11/06/18
:.: Approval Date: 11/05/15
•••: : : :.•.: Page 8 of 30
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Fastening Any of above anchor sheets attached to deck approved annular ring shank nails
Options: and 3"inverted Drill-Tec'insulation plates at a fastener spacing of 9" o.c.at the
(Continued) 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 anchor sheets attached to deck with
Drill-Tec'#12 Fastener,Drill-Teo`'#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)
One or more layers of any of the following insulations.
Insulation Layer Insulation Fasteners Fastener
(Table 3) Density/ft'
EnergyGuard'Polyiso Insulation,EnergyGuard"Polyiso RA Insulation,
EnergyGuard'Polyiso RN Insulation,EnergyGuard'RA Composite Polyiso Insulation
Minimum 1"thick N/A N/A
Structodek'High Density Fiber Board,EnergyGuard'Perlite Recover Board
Minimum 1/2"thick N/A NIA
EnergyGuard"'Perlite Roof Insulation
Minimum'/4"thick N/A N/A
Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt
within the EVT range and at a rate of 2040 lbs./100 ft'. Please refer to Roofing Application
Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used
only as base layers with a second layer of approved top layer insulation installed as the final
membrane substrate. Composite insulation panels may be used as a top layer placed with the
polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS'Stratavent'
Eliminator'°'Perforated Venting Base Sheet laid dry or a layer of EnergyGuard7 Perlite Roof
Insulation or wood fiber overlay board on all polyisocyanurate applications.
Base Sheet: (Optional)Install one ply of GAFGLAS'#75 Base Sheet,GAFGLAS'#80
Ultima'Base Sheet,GAFGLAS'Ply 4,GAFGLAS F1exPly"6,GAFGLAS®
Stratavent'Eliminator Perforated Venting Base Sheet(laid dry),Ruberoid'Mop
Smooth,Ruberoid'20,Ruberoid'SBS Heat-Weld'Smooth or Ruberoid'SBS
Heat-Weld''25 directly over the top layer of insulation. Adhere with any
approved mopping asphalt applied within the EVT range and at a rate of 20-40
lbs./sq. (See General Limitation#4).
Ply Sheet: (Optional)One or more plies GAFGLAS'Ply 4,GAFGLAS'F1exPly 6,
GAFGLAS'#80 Ultima Base Sheet,Ruberoid'Mop Smooth,Ruberoid'20
adhered in a full mopping of approved asphalt applied within the EVT range and
ata rate of 20-401bsd?q. ": : : .'. : : ."
•• • . • . •
Membrane: One or more plies ofAdbgpjd4�Q,*%Ubc"otd®08,Ruberoid'EnergyCap"30 FR
SBS Membrane,Ruberoid'30 FR,Ruberoid'Mop Smooth,Ruberoid'Mop 170
FR,Ruberoid'Mop Granule,RoofMa tch7 SBS Modified Granular,Ruberoid®
Mop Plus,RuberoidtMgp FR prRulseroi0 W fully adhered in an approved
asphalt at an applicdtion hte'ot 25 lb:sq.'± 1.�.%;
000 0 so* 0NOA No.: 14-1030.02
:COUNTY:COUNTYM Expiration Date: 11/06/18
Approval Date: 11/05/15
Page 9 of 30
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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,Tri-Ply®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®Membrane,Topcoat®MB Plus(to be used as a primer with Topcoat®
Membrane)or Topcoat®Surface Seal SB applied at 1 to 1.5 gal./sq.
Maximum Design
Pressure: See Fastening Options
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NOA No.: 14-1030.02
MIAMPDADE COUNTY ••• • • • • *:0 • • Expiration Date: 11/06/18
• i i i.i i i Approval Date: 11/05/15
i i•••i i i i•••o Page 10 of 30
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WOOD DECK SYSTEM LMTATIONS:
1 A slip sheet is required with GAFGLAS®Ply 4 and GAFGLAS®F1exP1y m 6 when used as a
mechanically fastened base or anchor sheet.
2. Minimum'/4"DensDeck®Roof Board or%Z"Type X gypsum board is acceptable to be installed
directly over the wood deck.
GENERAL LimrrATIONS:
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 121bs./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(F')value of
275 lbf.,as tested in compliance with Testing Application Standard TAS 105. If the fastener value,
as field-tested,are below 275 IV.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 comers).Neither rational analysis,nor extrapolation shall be permitted for
enhanced fastening at enhanced pressuae$ones(y e: •a�e1e&'Wended corners and comers).
(When this limitation is specifically reffrre.4 v=ital t"A1:01I.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 61 G20-3 of the litm ida�L"strativ$Co&r
END OX•fiFftSr 4CCXAT CE
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NOA No.:14-1030.02
MIAMI•DADE COUNTY ••• • • • • ••• • • Expiration Date: 11/06/18
• i i i• Approval Date: 11/05/15
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