RC-12-2195 (3)IYIICII I II JI ILA CJ V IIIASC
("b Building Department artmentc��� ED
�aY s za�5
M 10050 N.E.2nd Avenue, Miami Shores, Florida 33138
• Tel: (305) 795-2204 Fax: (305) 756-8972 B• INSPECTION LINE PHONE NUMBER: (305) 762-4949 _
FBC 20 [0
BUILDING Master Permit No. 'RC,— 1 2- Z l 0 s
PE IT APPLICATION Sub Permit No.
BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑ RENEWAL
El PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION
CONTRACTOR
SHOP
DRAWINGS
JOB ADDRESS: I 2-G / v� n�� J. O 1 ✓ C
?.
City: Miami Shores County: Miami Dade Zip: 3.3 / 8
Folio/Parcel#: Is the Building Historically Designated: Yes NO
Occupancy Type: Load:
Construction Type:
Flood Zone: BFE:
FFE:
` L OWNER: Name (Fee Simple Titleholder): C/av�-:�0 � � �° " �= Z. Phone#:3�5 � Z (�o _Z Z
Address:/l�I 2 cv/ ,, /i ( D / 5 r , _L /
City: / ' • S�1�5 State: 7 ( Zip:
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: IYi I Zv1 : /tji 1 ivyZ COyyS t Cm? Phone#: Os_Z /4. .2 0 Z iv
Address: 43' iv t l 2 S /
City: W• 1 State: i
/ L Zip: 33) / r�/
Qualifier Name: C /3 Lod p ZO d r ? C.R� Z Phone#: 3p S. Z / g _ ZZZ •y
State Certification or Registration #: C a G 05 ?- 0 —4- S Certificate of Competency #: q
DESIGNER: Architect/Engineer: `q 1c L1 ..mot ` ` R Phone#: 3d S—$ 9 2-- / ( y
1v
Address: 10 1 (g I 1 •-v rat City: - ; 5r ?2r state:f 1 ( Zip: 3 3 (G1
,t
Value of Work for this Permit: $ Square/Linear Footage of Work: `-I 50 3 ¶ :Ft
Type of Work: ❑ Addition ❑ Alteration ❑ New ❑I'Repair ❑Demolition
Description of Work: (\) 0. a v— Y77 2_. ( 4/Replace
� Z.t .r ?I'o® 0
Specify color of color thru tile:
Submittal Fee $ Permit Fee $ 3✓ .00 CCF $ CO/CC $
Scanning Fee $ Radon Fee $ DBPR $ Notary $
Technology Fee $ Training/Education Fee $ Double Fee $
Structural Reviews $ Bond $
TOTAL FEE NOW DUE$ y. '4 • 00
Bonclitilig Company's Name (if applicable)
ponding 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 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
l
OWNER or AGENT
The foregoing instrument was acknowledged before me this
%i1 day of �� I� , 20 f 5 , by
Cid t 0 'och- ICr2 , who is personally known to
me or who has produced as
identification and who diAjake an oath;,
NOTAR
Sign:
Print:
Seal:
eaM '..
Notary Public - State of Florida
• My Comm. Expires Nov 18. 2018
Commission # FF 177523
Bonded through National Notary Assn.
. ******************************* * wr* *fir*1r+keir* *+a#1k**************
Signature
CONTRACTOR
The foregoing instrumentni was acknowledged before me this
da�jo_f_ N1c ,20 I5 ,by
CI0.(,d10 I- �C t ( U1✓'� , who is personally known to
me or who has produced as
identification and who did to = oath.
NOTARY P L• LIC:
APPROVED BY
TIFFANY JO KESTER
Print:
Seal:
Plans Examiner
0C/ •.• TIF Ar1Y d ► hts rER
Notary Public - State of Florida
• My Comm. Expires Nov 18, 2018'6
e#, Commission # FF 177523
''''"H�i"tt Bonded through National Notary Assn.
Zoning
Structural Review
Clerk
T '
— i
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES.( R
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Sika Corporation
201 Polito Avenue
Lyndhurst, New Jersey 07071
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.
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
www.miamidade.gov/economv
DESCRIPTION: Sika Corporation: Pedestrian and Traffic Bearing Waterproofing Systems
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 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
expiration date may be displayed in advertising literature. If any portion of the NOA is displ
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the ma
shall be available for inspection at the job site at the request of the Building Of
This NOA revises NOA# 11-0517.07 and consists of pages 1 through 14.
The submitted documentation was reviewed by Alex Tigera.
MIAM -DADE COUNTY
NOA No.: 14-1020.08
Expiration Date: 11/17/16
Approval Date: 03/26/15
Page 1 of 14
WATERPROOFING SYSTEM APPROVAL
Category: Roofing
Sub -Category: Waterproofing
Materials: Polyurethane
Maximum Design Pressure -802.50
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
Test Product
Product Dimensions Specification Description
Sikafloor FTP 4.5 gallon kits Proprietary Sikafloor FTP is a three -component, 36%
solids, waterborne -epoxy primer for
concrete surfaces
Sikalastic 710 Base 5 gal pails, ASTM C 957 Sikalastic 710 Base is a single component,
50 gallon drums aromatic, moisture cured, elastomeric
polyurethane
Base coat designed for use as a
waterproofing membrane for pedestrian and
vehicular traffic
bearing surfaces.
Sikalastic 715 Top 5 gal pails, ASTM C 957 Sikalastic 715 is a single component,
50 gallon drums aromatic, moisture cured, elastomeric
polyurethane
Top coat designed for use as a
waterproofing membrane for pedestrian and
vehicular traffic
bearing surfaces.
Sikalastic 720 Base 20 gal kits ASTM C 957 Sikalastic 720 Base is a two -component,
100% solids, fast curing polyurethane base
coat designed for use as a waterproofing
membrane for pedestrian and vehicular
traffic bearing surfaces.
Sikalastic 745 AL 17.6 gal kits ASTM C 957 Sikalastic 745 AL is a two -component,
100% solids, fast curing aliphatic
polyurethane top coat designed for use as a
waterproofing membrane for pedestrian and
vehicular traffic bearing surfaces.
MIAMI•DADE COUNTY
NOA No.: 14-1020.08
Expiration Date: 11/17/16
Approval Date: 03/26/15
Page 2 of 14
TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS:
Test Product
Product Dimensions Specification Description
Aggregate Pre -packaged bags N/A Clean, rounded, oven dried quartz sand
with a minimum size gradation of 16-30
mesh for vehicular traffic and 20-40 mesh
for pedestrian traffic, and a minimum
hardness of 6.5 per the Moh's scale. It
should be free of metallic or other
impurities.
The seeding of the aggregate shall be with
an even, light broadcast short of or just to
refusal. Any loose aggregate must be
removed prior to recoating. Back roll
aggregate where indicated.
Ceramic Tile 12" x 12" x'/4" ANSI A 137.1 Ceramic plaza deck tiles, 5% water
absorption max.
Polymer Modified Thin Pre -packaged bags ANSI A 118.4 Polymer modified thin set grout for ceramic
Set & tiles over pavers.
A 118.1
EVIDENCE SUBMITTED:
Test Product
Test Agency Test Identifier Specification Date
PRI Construction Materials LPI-005-02-02 ASTM C 957 5/6/2011
Technologies LPI-005-02-02 ASTM C 957 5/6/2011
LPI-006-02-01 TAS 114-D 5/6/2011
LPI-005-02-01 TAS 114-D 5/6/2011
Southwest Research Institute No. 01.16046.01.306a ASTM E 108 3/24/2011
Atlantic & Caribbean Roof Consulting, ACRC 14-023 TAS 114-D 09/11/14
Inc. ACRC 14-024 TAS 114-D 09/11/14
ACRC 14-025 TAS 114-D 09/12/14
MIAMI.DADE COUNTY
NOA No.: 14-1020.08
Expiration Date: 11/17/16
Approval Date: 03/26/15
Page 3 of 14
APPROVED APPLICATIONS:
Deck Type 1 Concrete Decks
Deck Description: Min. 3000 psi
System Type A(1): Sikalastic 710/715 Pedestrian Traffic System
Substrate Surface must be clean, dry and sound with an open texture. Remove dust, laitance, grease,
Preparation: curing compounds, bond inhibiting impregnations, waxes, and any other contaminants. All
projections, rough spots, etc. should be dressed off to achieve a level surface prior to the
application.
Primer:
Base Coat:
Top -Coat
All concrete should be cleaned and prepared to achieve a laitance and contaminant free, open
textured surface by blast cleaning or equivalent mechanical means (CSP 3-4 per ICRI
guidelines).
Apply Sikafloor FTP with a flat squeegee or roller at approximately 300 sqft/gal. and
work well into the substrate to ensure adequate penetration and sealing and puddles are
avoided.Allow Primer to dry tack free. Base Coat must be applied within 14 — 48 hours of
primer application.
Sikalastic 710 should be applied at 32 wet mils (50sf/gallon) using a notched squeegee or
trowel and back roll using a phenolic resin core roller. Extend base coat over entire area
including previously detailed cracks and control joints. Allow coating to cure a minimum of
16 hours at 70°F and 50% RH or until tack free before top coating.
Sikalastic 715 should be applied at 14 mils wet (115sf/gallon) using a flat or notched
squeegee and back roll using a phenolic resin core roller. Apply aggregate* evenly distributed
at the rate of 5-10 lbs/100 sqft - seeded/back rolled immediately into wet coating and back
rolled.
Integrity Test: Required, and shall be performed in accordance with ASTM D 5957. Water maybe
maintained for a period longer than 24 hours if required.
Integrity:
Verify that the structure can support the deadload weight of a watertight test before
proceeding. The integrity of the cured membrane on a horizontal surface may be verified by
damming the entire area and flooding with water to a minimum depth of 2" and allowing the
water to stand for 24-48 hours. Visually inspect the bottom surface to check for any water
penetration
Maximum Design
Pressure: -802.50 psf (See General Limitation #9)
*The seeding of the aggregate shall be with an even, light broadcast short of or just to refusal. Any loose aggregate must
be removed prior to recoating. Back roll aggregate where indicated.
MANMADE COUNTY
NOA No.: 14-1020.08
Expiration Date: 11/17/16
Approval Date: 03/26/15
Page 4 of 14
Deck Type 1
Deck Description:
System Type A(2):
Substrate
Preparation:
Primer:
Base Coat:
Intermediate Coat:
Top -Coat
Integrity Test:
Integrity:
Concrete Decks
Min. 3000 psi
Sikalastic 710/715 Heavy Pedestrian/Light Vehicular Traffic System
Surface must be clean, dry and sound with an open texture. Remove dust, laitance, grease,
curing compounds, bond inhibiting impregnations, waxes, and any other contaminants. All
projections, rough spots, etc. should be dressed off to achieve a level surface prior to the
application.
All concrete should be cleaned and prepared to achieve a laitance and contaminant free, open
textured surface by blast cleaning or equivalent mechanical means (CSP 3-4 per ICRI
guidelines).
Apply Sikafloor FTP with a flat squeegee or roller at approximately 300 sqft/gal. and
work well into the substrate to ensure adequate penetration and sealing and puddles are
avoided.Allow Primer to dry tack free. Base Coat must be applied within 14 — 48 hours of
primer application.
Sikalastic 710 should be applied at 32 wet mils (50sf/gallon) using a notched squeegee or
trowel and backroll using a phenolic resin core roller. Extend base coat over entire area
including previously detailed cracks and control joints. Allow coating to cure a minimum of
16 hours at 70°F and 50% RH or until tack free before top coating.
Sikalastic 715 should be applied at 11 mils wet (145sf/gallon) using a flat or notched
squeegee and backroll using a phenolic resin core roller. Apply aggregate* evenly distributed
at the rate of 10-15 lbs/100 sf - seeded immediately into wet coating and backrolled. Allow
coating to cure a minimum of 16 hours at 70°F and 50% RH or until tack free between coats.
Remove all loose aggregate. Sikalastic 715 should be applied at 16 mils wet (100sf/gallon)
using a flat or notched squeegee and backroll using a phenolic resin core roller. Allow coating
to cure a minimum of 16 hours at 70°F and 50% RH or until tack free between coats, and a
minimum of 72 hours before opening to vehicular traffic.
Required, and shall be performed in accordance with ASTM D 5957. Water maybe
maintained for a period longer than 24 hours if required.
Verify that the structure can support the deadload weight of a watertight test before
proceeding. The integrity of the cured membrane on a horizontal surface may be verified by
damming the entire area and flooding with water to a minimum depth of 2" and allowing the
water to stand for 24-48 hours. Visually inspect the bottom surface to check for any water
penetration
Maximum Design
Pressure: -802.50 psf (See General Limitation #9)
*The seeding of the aggregate shall be with an even, light broadcast short of or just to refusal. Any loose aggregate must
be removed prior to recoating. Back roll aggregate where indicated.
MIAMI-DADE COUNTY
APPROVED
NOA No.: 14-1020.08
Expiration Date: 11/17/16
Approval Date: 03/26/15
Page 5 of 14
Deck Type 1
Deck Description:
System Type A(3):
Substrate
Preparation:
Priming:
Base Coat:
Intermediate Coat:
Intermediate Coat
#2:
Top -Coat:
Integrity Test:
Integrity:
MIAMI•DADE COUNTY
Concrete Decks
Min. 3000 psi
Sikalastic 710/715 Heavy Vehicular Traffic System
Surface must be clean, dry and sound with an open texture. Remove dust, laitance, grease,
curing compounds, bond inhibiting impregnations, waxes, and any other contaminants. All
projections, rough spots, etc. should be dressed off to achieve a level surface prior to the
application.
All concrete should be cleaned and prepared to achieve a laitance and contaminant free, open
textured surface by blast cleaning or equivalent mechanical means (CSP 3-4 per ICRI
guidelines).
Apply Sikafloor FTP with a flat squeegee or roller at approximately 300 sqft/gal. and
work well into the substrate to ensure adequate penetration and sealing and puddles are
avoided.Allow Primer to dry tack free. Base Coat must be applied within 14 — 48 hours of
primer application.
Sikalastic 710 should be applied at 32 wet mils (50sf/gallon) using a notched squeegee or
trowel and backroll using a phenolic resin core roller. Extend base coat over entire area
including previously detailed cracks and control joints. Allow coating to cure a minimum of
16 hours at 70°F and 50% RH or until tack free before top coating.
Sikalastic 715 should be applied at 11 mils wet (145sf/gallon) using a flat or notched
squeegee and backroll using a phenolic resin core roller. Apply aggregate* evenly distributed
at the rate of 10-15 lbs/100 sf - seeded immediately into wet coating and backrolled. Allow
coating to cure a minimum of 16 hours at 70°F and 50% RH or until tack free between coats.
Remove all loose aggregate The Sikalastic 715 should be applied at 16 mils wet
(100sf/gallon) using a flat or notched squeegee and backroll using a phenolic resin core roller.
Apply aggregate* evenly distributed at the rate of 10-15 lbs/100 sf - seeded immediately into
wet coating and backrolled. Allow coating to cure a minimum of 16 hours at 70°F and 50%
RH or until tack free between coats.
Remove all loose aggregate The Sikalastic 715 should be applied at 16 mils wet
(100sf/gallon) using a flat or notched squeegee and backroll using a phenolic resin core roller.
Apply aggregate* evenly distributed at the rate of 10-15 lbs/1 00 sf - seeded immediately into
wet coating and backrolled. Allow coating to cure a minimum of 16 hours at 70°F and 50%
RH or until tack free between coats, and a minimum of 72 hours before opening to vehicular
traffic.
Required, and shall be performed in accordance with ASTM D 5957. Water maybe
maintained for a period longer than 24 hours if required.
Verify that the structure can support the deadload weight of a watertight test before
proceeding. The integrity of the cured membrane on a horizontal surface may be verified by
damming the entire area and flooding with water to a minimum depth of 2" and allowing the
water to stand for 24-48 hours. Visually inspect the bottom surface to check for any water
penetration
NOA No.: 14-1020.08
Expiration Date: 11/17/16
Approval Date: 03/26/15
Page 6 of 14
Maximum Design
Pressure: -802.50 psf (See General Limitation #9)
*The seeding of the aggregate shall be with an even, light broadcast short of or just to refusal. Any loose aggregate must
be removed prior to recoating. Back roll aggregate where indicated.
MIAMI•DADE COUNTY
NOA No.: 14-1020.08
Expiration Date: 11/17/16
Approval Date: 03/26/15
Page 7 of 14
Deck Type 1
Deck Description:
System Type A(4):
Substrate
Preparation:
Primer:
Base Coat:
Top -Coat
Integrity Test:
Integrity:
Surfacing:
Maximum Design
Pressure:
MANMADE COUNTY
Concrete Decks
Min. 3000 psi
Sikalastic 710/715 Pedestrian Traffic System — with Ceramic Tile
Surface must be clean, dry and sound with an open texture. Remove dust, laitance, grease,
curing compounds, bond inhibiting impregnations, waxes, and any other contaminants. All
projections, rough spots, etc. should be dressed off to achieve a level surface prior to the
application.
All concrete should be cleaned and prepared to achieve a laitance and contaminant free, open
textured surface by blast cleaning or equivalent mechanical means (CSP 3-4 per ICRI
guidelines).
Apply S kaifloor.F.TRwith a flat squeegee or roller at approximately 300 sqft/gal. and
work well into the substrate to ensure adequate penetration and sealing and puddles are
avoided.Allow Primer to dry tack free. Base Coat must be applied within 14 — 48 hours of
primer application.
�, Sikalastic_710_should be applied at 32 wet mils (50sf/gallon) using a notched squeegee or
trowel and back roll using a phenolic resin core roller. Extend base coat over entire area
including previously detailed cracks and control joints. Allow coating to cure a minimum of
16 hours at 70°F and 50% RH or until tack free before top coating.
[Sikalastic 715 should be applied at 14 mils wet (l 15sf/gallon) using a flat or notched
squeegee and back roll using a phenolic resin core roller. Aggregate should be seeded to
refusal in wet top coat.
Required, and shall be performed in accordance with ASTM D 5957. Water maybe
maintained for a period longer than 24 hours if required.
Verify that the structure can support the deadload weight of a watertight test before
proceeding. The integrity of the cured membrane on a horizontal surface may be verified by
damming the entire area and flooding with water to a minimum depth of 2" and allowing the
water to stand for 24-48 hours. Visually inspect the bottom surface to check for any water
penetration
Apply 12" x 12" x'/4" ceramic plaza deck tile_system fully embedded in'/4" thick bed of
polymer modified thinset grout mix.
-502.50 psf (See General Limitation #9)
NOA No.: 14-1020.08
Expiration Date: 11/17/16
Approval Date: 03/26/15
Page 8 of 14
Deck Type 1
Deck Description:
System Type A(5):
Substrate
Preparation:
Priming:
Base Coat:
Intermediate Coat:
Top -Coat:
Integrity Test:
Integrity:
Surfacing:
Maximum Design
Pressure:
MIAMI•DADE COUNTY
Concrete Decks
Min. 3000 psi
Sikalastic 710/715 Heavy Pedestiran/Light Vehicular Traffic System — Ceramic Tile
Surface must be clean, dry and sound with an open texture. Remove dust, laitance, grease,
curing compounds, bond inhibiting impregnations, waxes, and any other contaminants. All
projections, rough spots, etc. should be dressed off to achieve a level surface prior to the
application.
All concrete should be cleaned and prepared to achieve a laitance and contaminant free, open
textured surface by blast cleaning or equivalent mechanical means (CSP 3-4 per ICRI
guidelines).
Apply Sikafloor FTP with a flat squeegee or roller at approximately 300 sqft/gal. and
work well into the substrate to ensure adequate penetration and sealing and puddles are
avoided.Allow Primer to dry tack free. Base Coat must be applied within 14 — 48 hours of
primer application.
Sikalastic 710 should be applied at 32 wet mils (50sf/gallon) using a notched squeegee or
trowel and backroll using a phenolic resin core roller. Extend base coat over entire area
including previously detailed cracks and control joints. Allow coating to cure a minimum of
16 hours at 70°F and 50% RH or until tack free before top coating.
Sikalastic 715 should be applied at 11 mils wet (145sf/gallon) using a flat or notched
squeegee and backroll using a phenolic resin core roller. Allow coating to cure a minimum of
16 hours at 70°F and 50% RH or until tack free between coats.
Sikalastic 715 should be applied at 16 mils wet (100sf/gallon) using a flat or notched
squeegee and backroll using a phenolic resin core roller. Aggregate should be seeded to
refusal in wet top coat.
Required, and shall be performed in accordance with ASTM D 5957. Water maybe
maintained for a period longer than 24 hours if required.
Verify that the structure can support the deadload weight of a watertight test before
proceeding. The integrity of the cured membrane on a horizontal surface may be verified by
damming the entire area and flooding with water to a minimum depth of 2" and allowing the
water to stand for 24-48 hours. Visually inspect the bottom surface to check for any water
penetration.
Apply 12" x 12" x'A" ceramic plaza deck tile system fully embedded in 'A" thick bed of
polymer modified thinset grout mix.
-502.50 psf (See General Limitation #9)
NOA No.: 14-1020.08
Expiration Date: 11/17/16
Approval Date: 03/26/15
Page 9 of 14
Deck Type 1 Concrete Decks
Deck Description: Min. 3000 psi
System Type A(6): Sikalastic 720/745 Pedestrian Traffic System
Substrate Surface must be clean, dry and sound with an open texture. Remove dust, laitance, grease,
Preparation: curing compounds, bond inhibiting impregnations, waxes, and any other contaminants. All
projections, rough spots, etc. should be dressed off to achieve a level surface prior to the
application.
Primer:
Base Coat:
Top -Coat
All concrete should be cleaned and prepared to achieve a laitance and contaminant free, open
textured surface by blast cleaning or equivalent mechanical means (CSP 3-4 per ICRI
guidelines).
Apply Sikafloor FTP with a flat squeegee or roller at approximately 300 sqft/gal. and
work well into the substrate to ensure adequate penetration and sealing and puddles are
avoided.Allow Primer to dry tack free. Base Coat must be applied within 14 — 48 hours of
primer application.
Sikalastic 720 should be applied at 23 wet mils (66sf/gallon) using a notched squeegee or
trowel and back roll using a phenolic resin core roller. Extend base coat over entire area
including previously detailed cracks and control joints. Allow coating to cure a minimum of
3-4 hours at 70°F and 50% RH or until tack free before top coating.
Sikalastic 745 should be applied at 12 mils wet (133sf/gallon) using a flat or notched
squeegee and back roll using a phenolic resin core roller. Apply aggregate* evenly distributed
at the rate of 5-10 lbs/100 sqft - seeded/back rolled immediately into wet coating and back
rolled. Allow coating to cure a minimum of 3-4 hours at 70°F and 50% RH or until tack free
between coats, and a minimum of 36 hours before opening to vehicular traffic.
Integrity Test: Required, and shall be performed in accordance with ASTM D 5957. Water maybe
maintained for a period longer than 24 hours if required.
Integrity:
Verify that the structure can support the deadload weight of a watertight test before
proceeding. The integrity of the cured membrane on a horizontal surface may be verified by
damming the entire area and flooding with water to a minimum depth of 2" and allowing the
water to stand for 24-48 hours. Visually inspect the bottom surface to check for any water
penetration
Maximum Design
Pressure: -665 psf (See General Limitation #9)
*The seeding of the aggregate shall be with an even, light broadcast short of or just to refusal. Any loose aggregate must
be removed prior to recoating. Back roll aggregate where indicated.
MIAMI•DADE COUNTY
APPROVED
NOA No.: 14-1020.08
Expiration Date: 11/17/16
Approval Date: 03/26/15
Page 10 of 14
Deck Type 1 Concrete Decks
Deck Description: Min. 3000 psi
System Type A(7): Sikalastic 720/745 Pedestrian Traffic System — Ceramic Tile
Substrate Surface must be clean, dry and sound with an open texture. Remove dust, laitance, grease,
Preparation: curing compounds, bond inhibiting impregnations, waxes, and any other contaminants. All
projections, rough spots, etc. should be dressed off to achieve a level surface prior to the
application.
Primer:
Base Coat:
Top -Coat
Integrity Test:
Integrity:
All concrete should be cleaned and prepared to achieve a laitance and contaminant free, open
textured surface by blast cleaning or equivalent mechanical means (CSP 3-4 per ICRI
guidelines).
Apply Sikafloor FTP with a flat squeegee or roller at approximately 300 sqft/gal. and
work well into the substrate to ensure adequate penetration and sealing and puddles are
avoided.Allow Primer to dry tack free. Base Coat must be applied within 14 — 48 hours of
primer application.
Sikalastic 720 should be applied at 23 wet mils (66sf/gallon) using a notched squeegee or
trowel and back roll using a phenolic resin core roller. Extend base coat over entire area
including previously detailed cracks and control joints. Allow coating to cure a minimum of
3-4 hours at 70°F and 50% RH or until tack free before top coating.
Sikalastic 745 should be applied at 12 mils wet (133sf/gallon) using a flat or notched
squeegee and back roll using a phenolic resin core roller. Aggregate should be seeded to
refusal in wet top coat.
Required, and shall be performed in accordance with ASTM D 5957. Water maybe
maintained for a period longer than 24 hours if required.
Verify that the structure can support the deadload weight of a watertight test before
proceeding. The integrity of the cured membrane on a horizontal surface may be verified by
damming the entire area and flooding with water to a minimum depth of 2" and allowing the
water to stand for 24-48 hours. Visually inspect the bottom surface to check for any water
penetration
Surfacing: Apply 12" x 12" x' " ceramic plaza deck tile system fully embedded in 'A" thick bed of
polymer modified thinset grout mix.
Maximum Design
Pressure: -502.5 psf (See General Limitation #9)
MIAMI•DADE COUNTY
NOA No.: 14-1020.08
Expiration Date: 11/17/16
Approval Date: 03/26/15
Page 11 of 14
Deck Type 1
Deck Description:
System Type A(8):
Substrate
Preparation:
Primer:
Base Coat:
Top -Coat
Integrity Test:
Integrity:
Maximum Design
Pressure:
Concrete Decks
Min. 3000 psi
Sikalastic 720/745 Heavy Pedestrian/Light Vehicular Traffic System
Surface must be clean, dry and sound with an open texture. Remove dust, laitance, grease,
curing compounds, bond inhibiting impregnations, waxes, and any other contaminants. All
projections, rough spots, etc. should be dressed off to achieve a level surface prior to the
application.
All concrete should be cleaned and prepared to achieve a laitance and contaminant free, open
textured surface by blast cleaning or equivalent mechanical means (CSP 3-4 per ICRI
guidelines).
Apply Sikafloor FTP with a flat squeegee or roller at approximately 300 sgft/gal. and
work well into the substrate to ensure adequate penetration and sealing and puddles are
avoided.Allow Primer to dry tack free. Base Coat must be applied within 14 — 48 hours of
primer application.
Sikalastic 720 should be applied at 23 wet mils (66sf/gallon) using a notched squeegee or
trowel and backroll using a phenolic resin core roller. Extend base coat over entire area
including previously detailed cracks and control joints. Allow coating to cure a minimum of
3-4 hours at 70°F and 50% RH or until tack free before top coating.
Sikalastic 745 should be applied at 18 mils wet (90sf/gallon) using a flat or notched squeegee
and back roll using a phenolic resin core roller. Apply aggregate* evenly distributed at the
rate of 10-20 lbs/100 sqft - seeded/back rolled immediately into wet coating and back rolled.
Allow coating to cure a minimum of 3-4 hours at 70°F and 50% RH or until tack free between
coats, and a minimum of 36 hours before opening to vehicular traffic.
Required, and shall be performed in accordance with ASTM D 5957. Water maybe
maintained for a period longer than 24 hours if required.
Verify that the structure can support the deadload weight of a watertight test before
proceeding. The integrity of the cured membrane on a horizontal surface may be verified by
damming the entire area and flooding with water to a minimum depth of 2" and allowing the
water to stand for 24-48 hours. Visually inspect the bottom surface to check for any water
penetration
-665 psf (See General Limitation #9)
*The seeding of the aggregate shall be with an even, light broadcast short of or just to refusal. Any loose aggregate must
be removed prior to recoating. Back roll aggregate where indicated.
MIAMI•DADE COUNTY
NOA No.: 14-1020.08
Expiration Date: 11/17/16
Approval Date: 03/26/15
Page 12 of 14
Deck Type 1
Deck Description:
System Type A(9):
Substrate
Preparation:
Priming:
Base Coat:
Intermediate Coat:
Top -Coat:
Integrity Test:
Integrity:
Maximum Design
Pressure:
Concrete Decks
Min. 3000 psi
Sikalastic 720/745 Heavy Vehicular Traffic System
Surface must be clean, dry and sound with an open texture. Remove dust, laitance, grease,
curing compounds, bond inhibiting impregnations, waxes, and any other contaminants. All
projections, rough spots, etc. should be dressed off to achieve a level surface prior to the
application.
All concrete should be cleaned and prepared to achieve a laitance and contaminant free, open
textured surface by blast cleaning or equivalent mechanical means (CSP 3-4 per ICRI
guidelines).
Apply Sikafloor FTP with a flat squeegee or roller at approximately 300 sqft/gal. and
work well into the substrate to ensure adequate penetration and sealing and puddles are
avoided.Allow Primer to dry tack free. Base Coat must be applied within 14 — 48 hours of
primer application.
Sikalastic 720 should be applied at 23 wet mils (66sf/gallon) using a notched squeegee or
trowel and backroll using a phenolic resin core roller. Extend base coat over entire area
including previously detailed cracks and control joints. Allow coating to cure a minimum of
3-4 hours at 70°F and 50% RH or until tack free before top coating.
Sikalastic 745 should be applied at 14 mils wet (115sf/gallon) using a flat or notched
squeegee and backroll using a phenolic resin core roller. Apply aggregate* evenly distributed
at the rate of 10-15 lbs/100 sf - seeded immediately into wet coating and backrolled. Allow
coating to cure a minimum of 3-4 hours at 70°F and 50% RH or until tack free between coats.
Remove all loose aggregate. Sikalastic 745 should be applied at 18 mils wet (90sf/gallon)
using a flat or notched squeegee and backroll using a phenolic resin core roller. Apply
aggregate* evenly distributed at the rate of 10-20 lbs/100 sf - seeded/backrolled immediately
into wet coating and backrolled. Allow coating to cure a minimum of 3-4 hours at 70°F and
50% RH or until tack free between coats. and a minimum of 36 hours before opening to
vehicular traffic.
Required, and shall be performed in accordance with ASTM D 5957. Water maybe
maintained for a period longer than 24 hours if required.
Verify that the structure can support the deadload weight of a watertight test before
proceeding. The integrity of the cured membrane on a horizontal surface may be verified by
damming the entire area and flooding with water to a minimum depth of 2" and allowing the
water to stand for 24-48 hours. Visually inspect the bottom surface to check for any water
penetration
-665 psf (See General Limitation #9)
*The seeding of the aggregate shall be with an even, Light broadcast short of or just to refusal. Any loose aggregate must
be removed prior to recoating. Back roll aggregate where indicated.
MIAMI-DADE COUNTY
NOA No.: 14-1020.08
Expiration Date: 11/17/16
Approval Date: 03/26/15
Page 13 of 14
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. A copy of the integrity test report described herein in accordance with ASTM D5957 shall be provided to the
Building Official for review at time of final inspection.
3. Contractor shall submit to the Building Official for review the system specifications and details. Submission of
these documents, as well as the proper application and installation of all materials shall be the sole
responsibility of the contractor.
4. Flashings shall be installed according to the manufacturers published standard details, specific details,
approved by Sika Corporation and shall be submitted to the Building Official for review.
5. All work shall be performed by a Contractor licensed to do roofing/waterproofing and be an applicator trained
by Sika Corporation. Sika Corporation shall supply a list of approved applicators to the authority having
jurisdiction.
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. A non-skid surfacing is required for all pedestrian areas, plaza decks or balconies.
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. Sikalastic shall not be installed over lightweight insulating concrete.
11. All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the
manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the
Miami -Dade County Product Control Seal as shown below
MIAMI•DADE COUNTY
APPROVED
END OF THIS ACCEPTANCE
MIAMI•DADE COUNTY
NOA No.: 14-1020.08
Expiration Date: 11/17/16
Approval Date: 03/26/15
Page 14 of 14
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1263 NE 101 STREET
I SHORES, FL. 33138
cCfnitcl. d
DICt_
CORPORATION
31633_L1111ei_a6
N71010/11: fLORIOA'33161 j
ARTHUR G. PYLE
ARCHITECT # 7174
1016 N.E. 114tn STREET
BISCAYNE PARK. FL 33161
OFFICE (305) 892-9669
CELL (786) 547-7555
FAX (305) 693-7222
E-moll; artp„earc5Oy6Nao.corn
OAAWN
JCS.
AGP.
NOVEMBER, 2012
AS NOTED
06.11