HomeMy WebLinkAboutSUBMITTED PAPERSi
ALL APP A I O S B COMPLETED FOR APPLICATION TO BE ACCEPTED
Date: SCANNED Permit Number:
BY
St. Lucie County
Building Permit Application
Planning and Development Services
Building and Code Regulation Division
2300 Virginia Avenue, Fort Pierce FL 34982
Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential �Z/
PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line
PROPOSED IMPROVEMENT,LOCATION:
Address: 110 Beach Ave, Port St Lucie, FL 34952-1320
Legal Description: RIVER PARK -UNIT 3-BLOCK 26 LOT 1 (MAP 34/22S) (OR 1029-2161 THRU 2165: 1042-2133)
Property Tax ID #: 3419-515-0158-000-8
Site Plan Name:
Project Name: 110 BEACH-REROOF
Setbacks Front Back:
Right Side: Left Side:
Lot No. 1
Block No. 26
DETAILED DESCRIPTION OF.WORK:
RE -ROOF: Tear -off existing roof coverings and replace yvith n '2.3 00
CONSTRUCTION INFORMATION.
Acid itiona I work to be nertormed under this permit —check a apply:
0HVAC Gas Tank Gas Piping Shutters a Windows/Doors
Electric 0 Plumbing Sprinklers Generator _ Roof
Total Sq. Ft of Construction: 0. _'4 0 �2 c . Ft. of Firs !F o r:
Cost of Construction: $ � , �� Utilities: Sewer _ Septic Building Height:
01NN;ER/LESSEE:
: CONTRACTOR:
Na_e �i v��
Name: John F Durham
Company: Durham Brothers, Inc.
Address: 110 beac6 Ave
City.. Port St Lucie State: FL
Address: 15897 62nd Place N
Zip Code: 34952-1320 Fax:
City: Loxahatchee State: FL
hone N � . — -7
Zip Code: 33470 Fax: (561) 491-1997
(� /�� �%4 -� ��� U'lG • C�
Phone No. (561) 315-1835
Fill-in fee simple Title Holder on next page (if different
E-Mail: johnfdurham@msn.com
from the Owner listed above)
State or County License: CCC 1326757
If value of construction is $2500 or more, a RECORDED Notice of Commencement is required.
SUPPLEMENTAL-CONSTRU.CTION;LIEN' LAW: FORMATION
DESIGNER/ENGINEER: — Not Applica a
MORTGAGE COMPANY: Not App ' able
Name:
—
Name:
Address:
Address:
City: State:
City: State:
Zip: Phone:
Zip: Phone:
FEE SIMPLE TITLE HOLDER: _ Not Applicable
BONDING COMPANY: _Not Applicable
Name:
Name:
Address:
City:
Address:
City:
Zip: Phone:
Zip: Pone:
I certify t t no work or installation has commenced prior to the issuance of a permit.
St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure
which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such
structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply.
In consideration of the granting of this requested permit, I do hereby agree that 1 will, in all respects, perform the work
in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments.
The following building permit applications are exempt from undergoing a full concurrency review: room additions,
accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use
WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for
improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite
before the first inspection. If you intend to obtain financing, consult with lender or an attorney before
commencing work or recording vour Notice of Commencement.
*� EZ4�
y
Signature of caner/ Agent/ Lessee
STATE OF FLORIDA
COUNTY OF -55^-u
The forping instrument was acknowledged before me
this I 2S day of 20 14 by
of Contractor/License Holder
STATE OF FLORIDA
COUNTY OF
The forgoing instrument was acknowledged before me
this I " day of Se--v+ , 20_.IA by
(Name of person acknowledging) (Name of person acknowledging)
Notary Public- State of Florida )
Personally Known OR Produced Identification
Type of Identification Produced, ,QZ, s Loco- ip—
ture of Notary Public- State of Florida )
Personally Known OR Produced Identification
Type of Identification Produced
Commission No. ® (Seal) Commission No. _L al c([ yo F,;h
al)
Not9ry a
e U
oe �bty Corp eyallos a ofFloriq
Revised 07/15/2014Fa
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miss. a
070 EF
► nr .__. KEITH NEWMAN �4/?016 219140
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State of Flo
ida
REVIEWS
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i OEeRIVOSIy
17 LANS
VEGETATION
SEA TURTLE
MANGR
COUNT
ii`�`�IW7175
VIEW
REVIEW
REVIEW
REVIEW
DATE
COMPLETE
INITIALS
JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY
FILE # 3992607 OR BOOK 366 _ rAGE 2032, Recorded 09/08/2014 at 10:' ',AM
Doc Tax: $322.00
This instrument was prepared incident to
the issuance of a title insurance contract,
and is to be returned to:
Sharon A. Evans, an employee of
Liberty Title Company of America, Inc.,
I W SE Port St. Lucie Blvd
Port St. Lucie, Florida 34952
File No. SL-14-0227
Co orate Warranty Deed
is In made tern 5,2 . ., be en Br o on 0rp0 'on ' ting der th aws a State
of Flori se post offic ad ss i 503 W Holly b e, Palm ity, Ind 34 0, cantor, d ely alle a married
woma , wh a post office is 470 Carla Court Port t. Luc* , Flo ida 34986, ee,
itnesseth, that the said rant r, for and in consi erg of th sum of Ten and 100 Dollars ( 0.00 , to it in hand paid
by the aid rantee, the receipt whe of t hereby ackno edg , has to and sold to the s id ranee forever, the
follo ' de 'bed land, si d ing in the C ty St. Luci , S to of Florida to wit:
Lot , lock 26, RIVE ARK U 3, accordin o the PI t thereof as rec rded in Plat
Book 10 g f the Public Re Lucie Caun ,
SUBJECT TO covenants, restrictions, easements of record and taxes for the current year.
Parcel Identification Number: 3420-515-0158-000/8
And the said Grantor does hereby fully warrant the title to said land, and will defend the same against the lawful claims of
all persons whomsoever.
In Witness Whereof, the said Grantor has caused this instrument to be executed in its name by its duly authorized officer
and caused its corporate seal to be affixed the day and year first above written.
State of Vermont
County of Bennington J
The foregoing instrument was acknowledged before me this Y:�: day of September, 2014, by William R. Neuhaus, the
Vice -President of Broadstone, Inc., a corporation existing under the laws of the State of Florida, on behalf of the corporation, who
is/are either personally known to me or who has produced identification of sufficient character so as to identify said individual with
reasonable certainty; and who did not take an oath..
otary Pu6llc. State of Vermonk atLarRe
;C
rur4u 10
File Copy
Mh4M1 r
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e
MIANII-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA)
11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA)
www.miamidade.gov/nera
Tamko Building Products, Inc.
220 West Fourth Street,
Joplin, MO 64802
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 PERA - 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. PERA 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: TAMKO Roof Shingles
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 renews and revises NOA# 11-0223.10 and consists of pages 1 through 6.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 11-1228.01
Expiration Date: 03/21/17
Approval Date: 04/26/12
Page 1 of 6
ROOFING ASSEMBLY APPROVAL
Category
Roofing
Sub-Cateeory:
Asphalt Shingles
Materials
Laminate
Deck Tyne:
Wood
SCOPE
This approves Tamko Heritage 30, Heritage, Heritage 50, Heritage Premium and Heritage Woodgate Asphalt
Shingles, manufactured by Tamko Building Products, Inc. as described in this Notice of Acceptance.
PRODUCT DESCRIPTION
Product Dimensions Test
Specifications
Heritage 30 and Heritage 12" x 363/$" TAS 110
Heritage 50 and Heritage 12" x 36" TAS 110
Premium
Heritage Woodgate 12" x 363/8" TAS 110
MANUFACTURING LOCATION
1. Frederick, MD
EVIDENCE SUBMITTED
Test Agency
Underwriters Laboratories, Inc.
PRI Asphalt Technologies, Inc.
Test Identifier
TAS 107
TAS 107
TAS 107
ASTM D3462
ASTM D3462
ASTM D 3462
TAS 107
TAS 100
TAS 100
TAS 100
TAS 100
TAS 100
TAS 100
TAS 100
Product Description
A heavy weight, dimensional asphalt shingle.
A heavy weight, dimensional asphalt shingle.
A heavy weight dimensional asphalt shingle.
Test Name/Report Date
OINK409172
12/04/01
04NK24366
02/24/05
04NK24366
11 /12/04
R2919
02/25/02
04NK24366
11 /05/04
R2919
06/12/03
03CA08442
06/12/03
TAP-052-02-01
11/28/01
TAP-053-02-01
11 /29/01
TAP-054-02-01
11 /29/01
TAP-117-02-01
11 / 11 /04
TAP-116-02-01
11 / 11 /04
TAP-115-02-01
11 / 11 /04
TAP-066-02-01
01 /09/03
NOA No.: 11-1228.01
Expiration Date: 03/21/17
Approval Date: 04/26/12
Page 2 of 6
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. Shall not be installed on roof mean heights in excess of 33 ft.
3. 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.
INSTALLATION
1. Shingles shall be installed in compliance with Roofing Application Standard RAS 115.
2. Flashing shall be in accordance with Roofing Application Standard RAS 115
3. The manufacturer shall provide clearly written application instructions.
4. Exposure and course layout shall be in compliance with Detail'A', attached.
5. Nailing shall be in compliance with Detail 'B', attached.
LABELING
1. Shingles shall be labeled with the Miami -Dade Seal as seen below, or the wording "Miami -Dade County
Product Control Approved".
MIAMI•DADE COUNTY
��Fjuuaorjqbj
BUILDING PERMIT REQUIREMENTS
1. Application for building permit shall be accompanied by copies of the following:
1.1 This Notice of Acceptance.
1.2 Any other documents required by the Building Official or the applicable code in order to properly
evaluate the installation of this system.
NOA No.: 11-1228.01
Expiration Date: 03/21/17
Approval Date: 04/26/12
Page 3 of 6
DETAIL A
HERITAGE 30, HERITAGE, AND HERITAGE WOODGATE
ISE
1ST COURSE
HERITAGE 50 AND HERITAGE PREMIUM
JRSE
1ST COURSE
NOA No.: 11-1228.01
Expiration Date: 03/21/17
Approval Date: 04/26/12
Page 4 of 6
SEALANT
DETAIL B
HERITAGE 30 AND HERITAGE
1Z' x 3&3V LAMINATED SHINGLE
Al dimensions are in indm&
37
FRONT
BACK
HERITAGE 30 AND HERITAGE (OPTIONAL SEALANT PLACEMENT)
FRONT
SEALANT -\
-F►
NOA No.: 11-1228.01
MIAMI•DADE COUNTY Expiration Date: 03/21/17
Approval Date: 04/26/12
Page 5 of 6
5 1/2
5 1/2
DETAIL B (CONT.)
HERITAGE 50 AND HERITAGE PREMIUM
12" x 36" LAMINATED SHINGLE_
All dimensions are in inches.
36
9 1 /2
3 9 3
9 1 /2 �—{I
HERITAGE WOODGATE
12" x 36-3/8" LAMINATED SHINGLE
All dimensions are in inches.
36
1h-- 9 1/2 3 9-3/8 3 9 1/2 -I
END OF THIS ACCEPTANCE
12
5
Exposure
12
5
Exposure
NOA No.: 11-1228.01
Expiration Date: 03/21/17
Approval Date: 04/26/12
Page 6 of 6
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy
Poly lass USA, Inc.
150 Lyon Drive
Fernley, NV 89408
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: Polyglass Modified Bitumen Roof System 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 renews NOA# 12-0710.04 and consists of pages 1 through 32.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 13-0416.05
Expiration Date: 09/13/17
Approval Date: 07/18/13
Page 1 of 32
ROOFING ASSEMBLY APPROVAL
Category Roofing
Sub -Category: Modified Bitumen
Materials SBS/APP/TPO
Deck Type: Wood
Maximum Design Pressure -112.5 psf
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Test Product
Product Dimensions Specification Description
Polyflex 32' 10" x 3' 3-3/8" ASTM D 6222 Torch applied, polyester reinforced, APP modified
bitumen membrane with a burn off polyethylene back
face and a smooth or sanded top surface.
Polyflex G
32' 10" x 3' 3-3/8" ASTM D 6222 Torch applied, polyester reinforced, APP modified
bitumen membrane with a burn off polyethylene back
face and a granule top surface.
Polyflex G FR
32' 10" x 3' 3-3/8" ASTM D 6222 Torch applied, polyester reinforced, APP modified
bitumen membrane with a burn off polyethylene back
face and a granule top surface and fire retardant
chemistry.
Polybond
32' 10" x 3' 3-3/8" ASTM D 6222 Torch applied, polyester reinforced, APP modified
bitumen membrane with a burn off polyethylene back
face and a smooth or sanded top surface.
Polybond G
32' 10" x 3' 3-3/8" ASTM D 6222 Torch applied, polyester reinforced, APP modified
Type I bitumen membrane with a burn off polyethylene back
face and a granule top surface.
Elastoflex S6
32' 10" x 3' 3-3/8" ASTM D 6164 Torch, hot asphalt or cold adhesive applied, polyester
reinforced, SBS modified bitumen membrane with a
burn off polyethylene or sanded back face and a
polyethylene or sanded top surface.
Elastoflex S6 G
32' 10" x 3' 3-3/8" ASTM D 6164 Torch, hot asphalt or cold adhesive applied, polyester
reinforced, SBS modified bitumen membrane with a
burn off polyethylene or sanded back face and a
granule top surface.
Elastoflex S6 G FR
32' 10" x 3' 3-3/8" ASTM D 6164 Torch, hot asphalt or cold adhesive applied; polyester
reinforced, SBS modified bitumen membrane with a
burn off polyethylene or sanded back face and a
granule top surface and fire retardant chemistry.
Elastoshield TSG
32' 10" x 3' 3-3/8" ASTM D 6164 Torch, hot asphalt or cold adhesive applied, polyester
reinforced, SBS modified bitumen membrane with a
burn off polyethylene or sanded back face and a
granule top surface.
NOA No.: 13-0416.05
rt[AMi•oApe couNrr Expiration Date: 09/13/17
Approval Date: 07/18/13
Page 2 of 32
r �
_
TRADE NAMES OF PRODUCTS MANUFACTURED OR
LABELED BY APPLICANT:
TABLE 1<
Test
Product
Product Dimensions Specification
Description
Elastoshield TSG FR 32' 10" x 3' 3-3/8" ASTM D 6164
Torch, hot asphalt or cold adhesive applied, polyester
reinforced, SBS modified bitumen membrane with a
burn off polyethylene or sanded back face and a
granule top surface and fire retardant chemistry.
Elastoflex V 32' 10" x 3' 3-3/8" ASTM D 6163
Torch, hot asphalt or cold adhesive applied, fiberglass
reinforced, SBS modified bitumen membrane with a
burn off polyethylene or sanded back face and a sanded
top surface. Also available in a thicker version listed as
Elastoflex V 2.5.
Polyfresko Mop 32' 10" x 3' 3-3/8" ASTM D 6164
Torch, hot asphalt or cold adhesive applied, polyester
reinforced, SBS modified bitumen membrane with a
burn off polyethylene or sanded back face and a
granule top surface.
Polyfresko Mop FR 32' 10" x 3' 3-3/8" ASTM D 6164 Torch, hot asphalt or cold adhesive applied, polyester
reinforced, SBS modified bitumen membrane with a
burn off polyethylene or sanded back face and a
granule top surface and fire retardant chemistry.
Polyfresko Torch 32' 10" x 3' 3-3/8" ASTM D 6222 Torch applied, polyester reinforced, APP modified
bitumen membrane with a burn off polyethylene back
face and a granule top surface.
Polyfresko Torch FR 32' 10" x 3' 3-3/8" ASTM D 6222 Torch applied, polyester reinforced, APP modified
bitumen membrane with a burn off polyethylene back
face and a granule top surface and fire retardant
chemistry.
Elastobase 65' 2" x 3' 3-3/8" ASTM D 6163 SBS modified asphalt coated fiberglass reinforced base
Type I sheet.
Elastobase P
Cold Process
Adhesive
PG100 Asphalt
Primer
PG350 Mod Bit
Adhesive
PG400 Plastic Roof
Cement
PG425 Wet/Dry Roof
Cement
65' 2" x 3' 3-3/8" ASTM D 6164 SBS modified asphalt coated polyester reinforced base
sheet.
1, 3, 5, 50, 55 gal. or
tube
1, 3, 5, 50, 55 gal,
tube or 17 oz. spray
can
1, 3, 5, 50, 55 gal. or
tube
1, 3, 5, 50, 55 gal. or
tube
1, 3, 5, 50, 55 gal. or
tube
ASTM D3019 A fibered cold process adhesive for use with roll or
Type III BUR roofing.
ASTM D41 A penetrating solution of solvent and a blend of
selected asphalts used to promote adhesion.
ASTM D3019 A fibered rubberized adhesive designed for use. with
Type III modified bitumen membranes.
ASTM D4586 A thick, fibered, rubberized flashing cement for use in
ASTM D3409 dry or damp conditions.
ASTM D4586 A thick, fibered, rubberized flashing cement for use in
ASTM D3409 dry or damp conditions.
NOA No.: 13-0416.05
MIAMI•DADe COUNT Expiration Date: 09/13/17
Approval Date: 07/18/13
Page 3 of 32
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Test Product
Product Dimensions Specification Description
PG450 Flashing 1, 3, 5, 50, 55 gal. or ASTM D4586 A thick, fibered, rubberized flashing cement.
Cement tube
PG500 MB Flashing
1, 3, 5, 50, 55 gal. or
ASTM D4586
Cement
tube
Polyplus 35 Premium
1, 3,' 5, 50, 55 gal. or
ASTM D3019
Mod Bit Adhesive
tube
Type III
Polyplus 45 Premium
1, 3, 5, 50, 55 gal. or
ASTM D4586
Flashing Cement
tube
A thick, fibered, rubberized flashing cement for use
with modified bitumen membranes.
A fibered rubberized adhesive designed for use with
modified bitumen membranes.
A thick, fibered, rubberized flashing cement.
Polyplus 50 Premium 1, 3, 5, 50, 55 gal. or ASTM D4586 A thick, fibered, rubberized flashing cement for use
MB Flashing Cement tube with modified bitumen membranes.
Polyplus 55 Premium 1, 3, 5, 50, 55 gal. or ASTM D4586 A mastic compound for use as a roof flashing adhesive.
Modified Flashing tube
Cement
APPROVED INSULATIONS:
Product Name
POLYTHERM
POLYTHERM Composite
ACFoam II, ACFoam III
High Density Wood Fiberboard
Dens -Deck or Dens Deck Prime
FescoBoard
H-Shield
ENRGY 3
Multi-Max-3, Multi -Max FA-3
SECUROCK Gypsum -Fiber Board
TABLE 2
Product Description
Polyisocyanurate foam insulation
PolyIso/perlite composite insulation.
Polyisocyanurate foam insulation
Wood fiber insulation board
Gypsum insulation board
Rigid perlite roof insulation board.
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Fiber reinforced coverboard
Manufacturer
(With Current NOA)
Polyglass USA, Inc.
Polyglass USA, Inc.
Atlas Roofing Corporation
Generic
Georgia Pacific Gypsum LLC
Johns Manville Corp.
Hunter Panels, LLC
Johns Manville Corp.
Rmax Operating, LLC
USG Corporation
NOA No.: 13-0416.05
Expiration Date: 09/13/17
Approval Date: 07/18/13
Page 4 of 32
APPROVED FASTENERS:
TABLE 3
Fastener
Product
Product
Number
Name
Descriution
1.
Dekfast 12, Dekfast 14
Insulation fastener for wood, steel
& Dekfast 15 HS
and concrete decks
2.
Dekfast Galvalume
Galvalume hex stress plate.
Steel Hex Plate
3.
Dekfast Dekflat Round Polypropylene locking plate.
Plastic Lock Plate
4.
412 Standard Roofgrip Insulation and membrane fastener
& #14 Roofgrip
5.
Flat Bottom Metal
Galvalume AZ50 stress plate
Plate
6.
OMG Plastic Plate
Polyethylene stress plate
7.
Trufast 414 HD
Insulation fastener for steel and wood
Fastener
decks
8.
Trufast 3" Metal
Galvalume steel plate
Insulation Plate
Manufacturer
Dimensions
(With Current NOA)
SFS Intec, Inc.
2 7/8" x
SFS Intec, Inc.
3 '/4"
3" x 3 '/4"
SFS Intec, Inc.
Various
OMG, Inc.
3" square
OMG, Inc.
3.2" round
OMG, Inc.
Altenloh, Brinck & Co.
U.S., Inc.
3" round
Altenloh, Brinck & Co.
U.S., Inc.
NOA No.: 13-0416.05
Expiration Date: 09/13/17
Approval Date: 07/18/13
Page 5 of 32
APPROVED SURFACING:
TABLE 4
Number Product
Product
Application
Specification
Manufacturer
Name
Description
Rate
1.
PG200 Non-Fibered
A non fibered asphaltic coating
11/2-2 gal/sq
TAS 140
Polyglass USA,
Roof Coating
used to add life and rejuvenate
Inc
existing BUR roofing
substrates.
2.
PG300 Fibered Roof
An asphalt cutback fibered roof
1'/z-2 gal/sq
ASTM D4479
Polyglass USA,
Coating
coating. May be applied by
Inc.
brush or spray equipment to
rejuvenate aged BUR
3.
PG600 Non-Fibered
Non-fibered aluminum roof
'/2-1 gal/sq
ASTM D2824
Polyglass USA,
Aluminum Roof
coating.
Type I
Inc.
Coating
4.
PG650 Fibered
Fibered aluminum roof coating.
11/2-2 gaUsq
ASTM D2824
Polyglass USA,
Aluminum Roof
Type III
Inc.
Coating
5.
PG700 White
A premium white elastomeric
1-1'h gal/sq
ASTM D6083
Polyglass USA,
Elastomeric Roof
acrylic based roof coating
Inc.
Coating
(water -based). A polyester
fabric may be used for
reinforcement with this
coating.
6.
PG800 Non-Fibered
An asphalt based, non-fibered
3 gal/sq in two
ASTM D1227
Polyglass USA,
Asphalt Emulsion Roof clay emulsion
coats
Inc.
Coating
7.
PG850 Fibered Asphalt An asphalt base, fibered clay
3 gaUsq in two
ASTM D1227
Polyglass USA,
Emulsion Roof Coating emulsion
coats
Inc.
8.
Polyplus 65 Premium
Fibered aluminum roof coating.
11/2-2 gal/sq
ASTM D2824
Polyglass USA,
Fibered Aluminum
Type III
Inc.
Roof Coating
9.
Polyplus 60 Premium
Non-fibered aluminum roof
%2-1 gal/sq
ASTM D2824
Polyglass USA,
Non-Fibered
coating.
Type I
Inc.
Aluminum Roof
Coating
10.
Polybrite 70 White
A premium white elastomeric
1-1'/Z gal/sq
ASTM D6083
Polyglass USA,
Elastomeric Roof
acrylic based roof coating
Inc.
Coating
(water -based). A polyester
fabric may be used for
reinforcement with this
coating.
11.
Gravel
To be installed in a flood coat
400 lbs/sq
N/A
Generic
of approved asphalt at 60 lbs/sq
12.
Slag
To be installed in a flood coat
3001bs/sq
N/A
Generic
of approved asphalt at 60 lbs/sq
NOA No.: 13-0416.05
Miar�i•n�e couNrir
Expiration Date: 09/13/17
Approval Date: 07/18/13
Page 6 of 32
EVIDENCE SUBMITTED:
Test Agency
Test Name/Report
Report No.
Date
Factory Mutual Research
4470
J.I.2W7A7.AM
08.04.94
Corporation
4470
J.I.3001334
02.15.00
4470
J.I.3000857
01.12.00
4470
J.I.3004091
01.12.00
Underwriters Laboratory
TAS 114
OONK20869
06.08.00
Trintiy ERD
TAS 114
#11751.05.03
05.30.03
TAS 114
11757.12.00-1
12.01.00
TAS 114
11757.04.01-1
04.27.01
TAS 114
#11758.08.03
08.11.03
TAS 114
01738.02.07
02.05.07
TAS 117(B)-ASTM D6862
C8500SC.11.07
11.30.07
ASTM D 6164 / D 6222
P10490.10.08-R1
10.03.08
ASTM D6222
P37590.07.13-2
07.01.13
ASTM D6222
P37590.03.13-5-RI
07.01.13
ASTM D6509
P37590.03.13-1-R1
06.26.13
ASTM D6164
P37590.03.13-3A
03.06.13
ASTM D6164
P37590.07.13-1
07.02.13
ASTM D6163
P37590.03.13-2-R1
07.01.13
PRI Asphalt Technologies
ASTM D6222
PUSA-062-02-01
12.04.07
ASTM D6163
PUSA-064-02-02
02.27.08
NOA No.: • 13-0416.05
MIAMI•DAD; COUNTY Expiration Date: 09/13/17
Approval Date: 07/18/13
Page 7 of 32
Deck Type 1: Wood, Non -Insulated
Deck Description: 19/32" or greater plywood or wood plank.
System Type E(4): Base sheet is mechanically attached to roof deck.
All General and System Limitations apply.
Base Sheet: One ply of Elastobase or Elastobase P fastened to the deck as described below:
Fastening: 11 ga. Annular ring shanked nails and 1-5/8" tin -caps 6" o.c. in 4" lap and 6" o.c. in four equally
spaced staggered rows. Tin -caps are primed with PG100 primer.
Ply Sheet: (Optional) One or more plies of Elastobase, Elastoflex S6, Elastoflex V, Elastoflex V 2.5 or one
or more plies of Type IV or VI ply sheet adhered in full mopping of approved asphalt applied
within the EVT range and at a rate of 20-401bs./sq.
Membrane: One ply of Polyflex, Polyflex G, Polyflex G FR, Polyfresko Torch, Polyfresko Torch FR,
Polybond, or Polybond G torch applied or one ply of Elastoflex S6 G, Elastoflex S6 G Fk,
Polyfresko Mop, Polyfresko Mop FR, Elastoshield TSG or Elastoshield TSG FR torch or hot
asphalt applied.
Surfacing: (Optional) Install one of the approved surfacing products listed in Table 4 to obtain desired
coating or required fire classification.
Maximum Design
Pressure: -112.5 psf; (See General Limitation 47)
NOA No.: 13-0416.05
Expiration Date: 09/13/17
Approval Date: 07/18/13
Page 31 of 32
WOOD DECK SYSTEM LIMITATIONS:
1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet.
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 20-401bs./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 psf
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 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 Professional Engineer, Registered Architect, or Registered Roof
Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from
Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS
117.
7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener
densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application
Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer,
Registered Architect, 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 nailers, 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 corners and corners). (When this limitation is specifically
referred within this NOA, General Limitation #7 will not be applicable.)
END OF THIS ACCEPTANCE
NOA No.: 13-0416.05
MIAMi•oADe COUNTY Expiration Date: 09/13/17
Approval Date: 07/18/13
Page 32 of 32
A & F Engineering, Inc.
Lieerfsed l�ngi�eers
P.E. No. 53842
3340 Fairlane Farms Road, #7 Wellington, FL 33414
Rhone No. 561 790 3116 Fax 561 300 2148
October 2, 2014 2014
St. Lucie County Building Division
2300 Virginia Ave
Ft Pierce, FL 34952
RE:110 Beach Ave
Port St Lucce FL
Field=47 PSF
Perimeter=-112PSF
Corner = -122
Sheet with 36" Net length = 33.33' Lap = 4"
Ring shank mat design pressure 45PST
Side lap : 1.2 fasteners / ft x 33.33 ft/row x 2row / sq = 90 fast / sq
130 fast / sq 100 ft 2/120 fast /sq = 0.77 fast/ft2
Fs= fyx144/ p x RS = (37.5) x (144) / (P) x 36 / 3=12) P=(-47,-83, -122)
Z1= 9"
Z2=5"
Z3=4"
Should you have any questions concerning this matter, please contact me at (561) 790 3116
Sincerely
David C. Forkey
P.E. 53 842
Planning & Development Services
j .� Building & Code Regulation Division
® 2300 Virginia Avenue
s Fort Pierce, FL 34982
772-462-2165 or 772-462-2172
Fax: 772-462-6443
ROOF INSPECTION AFFIDAVIT
Re: Permit # SL C / 1/D 9 03 i /
I, licensed as a(n) ontractor* Engineer/Architect
(Please print name & circle license type) *FS468 Bu Inspector
General Building, Residential o®Roofingontractor or any individual certified under 468 F.S. to make such an inspection.
On or about a2 / I did personally inspect the roof deck nailing
(Da e)
work at: //0 s� A
(Job site address)
Based upon that examination I have determined the installation was done according to the current
edition of the Florida Existing Building Code Section 611 or the product approval submitted (whichever is
most stri t).
Signature and Seal
STATE OF FLORIDA
COUNTY OF�k.\•."
License #
Sworn to and subscribed before me this a day ofyLJ�pQ�.o n 201q,
byWho is personally known to me or who has produced
DUS0",}40,'Zlr'303• C1 as identification.
Notary Public, State ofFlorida ,�a;iir LASHAHNAINGRAM
tP ;,r ,_ MY COMMISSION # EE 050553
Signature of Notary:
EXPIRES: December 20, 2014
Commission Number: kF-•OSo5Y'3 (Sea y q;; `.�`' Bonded Thru Notary Public Underwriters
En 01/19/2011