HomeMy WebLinkAboutSUBMITTED PAPPERST
RECEIPT
1. Location/Site Address:
Planning & Development Services Department
Building & Code Regulation Division
2300 Virginia Avenue
Ft. Pierre, FL 34982-5652 .St.
Tel. 772462-1553
APPLICATION FOR ROOF PERMIT
2. Parcel ID Number: =��^ - :Y qy S h o�(7�
SCANNED
BY
Lucie County
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Fm W=Fr,
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3. Description of Projector Work. Activity: lSEI�E}(�:tP
4. Total Roof Area (square feet): ,<' aCIO 5. Roof Pitch:
6. Type of Roof: [ ] Fiberglass Shingle [ ] Concrete Roof Tile [ ] Wood Shake / Shingle
[ ] Tar & Gravel ['Modified Bitumen [ ] Other
JkTProduct Approval required for all types of Roofing Material (2 Sets)
kTAll Commercial Roofing requires.design by an Engineer or Architect (2 Sets) with. Product
Approval attached
** Roof Mitigation, per F.S. 553.844 will be required.
7. Owner information 8. Contractor Information
Name: L017dpmiv7ium Ab-)ncia4i7
�( r eysr2Ilo�e, Ihc.
Address: 4ZPW
City: -PalmState:
Zip:Phone:
FL Reg/Cert#: (ACC 1302 (`o�17
County Cert #: Q50
/I
Business Name: l dk 4;zed &aP5 tkic
Cell Phone: Z� o�1�C 0 O(o 3 --)
9. Value of Construction: $ -7t 556 .O0
**Note Dry -in and Maul Inspection Required. Additional inspection maybe required per Product Approval.
CONTRACTOR/OWNEWS AFFIDAVIT: I certify that all ofthe information contained in this application is correct and that all work will be
done in compliance with all applicable laws on d
,Q Lzoning.
as - -
PRINT QU /OWNERS NAME
,A�,A�,^, AA-- "'SIG QUALIFIER/OWNER
STATE OF An
FLORIDA,
A, COUNTY OF /
ACKNOWLEDGED BEFORE ME THIS —_DAYO Uar". 20�, BY I E.
Ke
WH PERSONALL KN -Tb OR HASP U_DUCED n AsmW—P.M. q�'''
�2%74 OGCA REgT��
SIGNAYTREOFNOrAMY TYPEORPRINT NAME OFNOTARY (s� y�7•?O
COMMISSION NUMBER
NOTICE TO OWNER FAn.URE TO RECORD ANOTICE OF COMMENC
FOR IMPROVEMENTSTOYOUR PROPERTY. ,IF YOU INTEND TO OBTAP
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
Revised 4262010
TWICE
OR
(a)
NOTICE OF COMMENCEMENT
Permit No. Tax Folio No. 1-14,?o-51O -—7-ooc—�
State of Florida County of St. Lucie
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes,
the following information is provided in this Notice of Commencement.
Owner infor�t at" or Lessee information if the Lessee contracted for the improvement:
Name � Z�V2fi51� ViJ16LQ W
Address la(pQ7 O(9TJi r P 1-i(WI/
Interest in property: &t Under ✓
Name and address of fee simple titleholder (if different from Owner listed above):
Contractor'
Contractor
Surety (if applicable, a copy of the payment bond is attached): Amount of bond: $
Name and address:
Lender Name: _
Lender's address:
r�
Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Sect
713.13(1) W7., Florida Statutes:
Address:
In addition to himself or herself, Owner designates
Lienor's Notice as provided in Section 713.13(1) (b), Florida Statutes.
Phone number of person or entity designated by owner:
receive a copy of the
Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the
contractor, but will be 1 yea rfrom the date of recording unless a different date is specified)
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WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED
IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR
RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of
my knowledge and belief. //i
By
or Owners or Lessee's Authorized
EHERM KELLEY
MY COMMISSION fl EE225MS
EXPIRES October 00, 20%
was acknowledged before me this la day of 1g� 2J
of Notary Public - State of
for
Type of authority (e.g. officer, trustee) Party on behalf of whom instrument was executed
Personally known — or produced Identification_
(Print, Type, or Stamp Commissioned Name of Notary Public) Type of Identification produced
- f,
02/13/2014 11:30 772-287-77Eq CODE RED ROOFERS PAGE 02/04
JOSEPH E. SMITH, CLERK CIS E CIRCUIT COURT — SAINT LUCIE COUNTY' Ir
FILE # 3912245 OR BOOK PACE 2134, Recorded 01/03/2014 at U ,') PM
NOTICE OF COMMENCEMENT
PermnNo.1401— OO& — TbFollallo.1'1=/26-5r1-6017•000-R
StateofF'ludda County of St. Lode
The undersigned hembyglvW -odic that Impmvemmtwill be made m cadaln mal pmperty, and in eceprdancewbh Cryapter7t3, Florida Statutes,
thefellmOpglnfVmODen D profded In tuts NONe PF Canmenebment. -?6 -?75,.
Surety (RePPRAble, a copy ofthe payment bond is attached): Ame-m of
N-meandaddrp:
Lander Name: -bone Number,
Lenleeseddress;
PEMM whhlnthe5 to of Florida deslFnatedby Ovaner upon whom rldtt-rothvrdwummn may ben rVed as provided byeation
fie ,V.I rah. o...u. ew.,a...
Inaddmontc hladdforhe
Llan-fa N-ucaaF provided
W retetw,a ropy of the
Expltatlon dmeof notice of mmmerrcement: (me e+viradm Manna, not be bef-re the campktba of cumaruce" and Brat peymemtothe
ConUe or, butwBl be 1yearfneMthe dote oframnilnF unim a different date Is specified)
WMNINGTO OWNER: ANY PAYMENTSMADEWTHE OWNER APTERTNEEIPIRAT)ON OFTNE NOTICE OF COAMMENCEMENTARE CONSIDERED
IMPROPER PAYMENTSUNOER OLAPTER 133, PART I, $ECTION 713.13, FLORIDA STATUTES, AND CAN RPSULTINYOUR PAYING TWICEM,
IMPROVFMtM MYOUR PROPERTY. A NOMOFmMMENCEMENT MUST BE RECORDED AND po=boN TRE3UdsOE BEFOREINB MR$T
IMPECRON. IFYOU INTENOT009TAIN FINANCING, CO,NWLT WRNYOUR LENDER On AN ATTORNEY BEFORE COMMENONG WORK OR
RE03MNC YOUR NOTICE OF COMMEAMMENT,
I declare that I have read the fo:eeoln notice Ofmmmynaemerrt and that the facts gatedthemin are wetothe belt of
of "Woomeroar]pte
Th pring ltwtftpt:ani wFs[a/c�kFnoMadeed before me MbJ e_deyof 11BC� , 2013
BY 1JLJ '0'
for
n Type ofeuth-rRy (e.(. efflceT, truRee) party on b-bNoiwhom lnatmmcm was B)Qeuryd
Para-n2ay known �Pmdueed ldemmeation_
natumdN-bry Public-Stataaf Iodn)
(Pdrlt,TyP-,WM8mPLbmmispa Name cf Notary P-blla) Type of ldentdkeNon pmdueed
STATE OF FLORIDA
ST. LUCIE COUNTY
THIS IS TO CERTIFY THATTHIS IS
TRUE AND CORRECT COPY.OFTHE
ORIGINAL (�
d05aU &SMITH. GARK
3 2614
Planning & Development Services
Building & Code Regulation Division
2300 Virginia Avenue
Fort Pierce, FL 34982
772-462-2165 or772-462-2172
Fax: 772-462-6443
ROOF INSPECTION AFFIDAVIT
Re:\\��Permit# �lib�—��%%00(pa
I, UQU514S �- Kof .licensed asa(n)Contractor*/Engineer/Architect
(Please print name & circle license type) *FS468 Building Inspector
*General, Building, Residential or Roofing Contractor or any individual certified under 468 F.S. to make such an inspection.
On or about 6-1 "20A I did personally inspect the roof deck nailing
(Date) 4
workat: jLu-10— 1L48N CiAf�aur l�td5e 1 �Ud
(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 strigent).
Signature and Seal License #
STATE OF FLORIDA
COUNTY OF , q_ ,�,
Sworn to and subscribed
ore me this I'K day of 20�
by �l7 IQ. '(_
Who is personally known to me or vJho has produced
as identification.
State!
Yz
a �Q�GCAIgFS�';
SignatuNotary re of Notary:ublic,
d
Commission Number:
y 0 ,
(SeA : i�4p ?
En 01/19/2011
= ��
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FF� ��`.`
STAM
MIANII DARE COUNTY
PRODUCT CONTROL SECTION
,J) ECONOMIC RESOURCES (RER) 11805 SW 26 Strect, Room 208
jN DIVISION Miami, Florida 33175 2474
nor THESE PLANS AND ALL PROPOSED W6k1 315-111 F (786) 315-2599
(NO
A) OA)AOG CI 10 IGr•Y rn ne... ........�•.4....._— mmmidadenovleconomy
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
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 thejob site at the request of the Building Official.
This renews NOA# 12-0710.04 and consists of pages I through 32.
The submitted documentation was reviewed by Alex Tigera.
ToO- ST. INCIE COUNTY NO C•Ncr-,-=.1T41i
MIAMPMDE COUMY BUILDING DIVISION �•�'=
REVIEWED E iration Date: 09/1:
FOR C ANCE PProval Date: 07/1'
CONCEALED FASTENERS ORATTACHOM REVIEWED BY Page 7
ARE THE RESPONSIBILl1YOFTHE DATE
PLANS AND PE IT
(VItWp�pT/tp Qp oCM6t1 MUST BE KEPT ON JOB OR
RifIIIIWtlIM6 If�Ytli!`1 _ NO INSPECTION WILL BE MADE
TURQUOISE Engineering, LLC
__.Aural Engineering, Design & Testing, CA #28948, NOA #13-0222.02
.&15 ashington Rd, W Palm Beach, FL 33405 / Ph. (561) 804-9908 /Fax (561) 804-9907 / e-mail: turginc@aol.com
January 06, 2014
TO: St. Lucie County / Building Department
FROM: Riza N. ALTAN, P.E.
SUBJECT: Wind Uplift & Flat Re -Roofing Specific s
ADDRESS: 12470-12484 Harbour Ridge Blvd., P FL 34990
CONTRACTOR:Code Red Roofers
Dear Sir;
The re -roofing specifications of flat areas of the subject condo%'lift
s have been
reviewed by myself. The purpose of this letter is to determine tpressures
and specify enhanced spacing of mechanical fasteners for roof
The flat roofs take place in Exposure D area and the mean roof height i107=b
e roofs
consist of 5/8" CDX plywood deck having positive drainage. As per 2010 Bldg.
Code, ASCE 7-10, for Risk Category II, 170 MPH ultimate wind velocity iosure D
area, using Wind Load Factor of 0.6 for ASD; The wind pressures are determined as
follows:
Field P1 = -52 psf / Perimeter (4' wide) P2 = -87 psf / Corner (4'x4') P3 = -131 osf.
The proposed "Polyglass Modified Bitumen Roof Systems (Non #13-0416.05) over Wood
Decks" consists of simultaneously mechanically fastened Elastobase base sheet over
1" ISO insulation boards followed by torched -down PolyFlex G cap sheet.
The max. design pressure, -60 psf (Deck 1I, Syst. 1)(1) pg. 25/32, Lim. #7), is specified by
re -nailing the existing deck using 8d ring-shanked nails spaced at 4" o.c. and fastening
the base sheet with OMG Roofgrip Fasteners and Flat Bottom Plates spaced at 12" o.c
along 4" wide laps and 12" o.c., staggered two (2) rows in mid -sheet.
It is required that, in order to meet the actual roof pressures, as per RAS-117, the
spacing of fasteners are enhanced as follows:
Zone 1: Field (Intermediate areas): @ 12" o.c., two staggered rows in mid -sheet
Zone 2: Perimeter (4' from edges): @ 9" o.c., three staggered rows in mid -sheet
Zone 3: Corners (4' from ea. side): @ 6" o.c., three staggered rows in mid -sheet
Laps: (4" wide) Field: @ 12" o.c., Perimeter: @ 9" o.c., & Corners: @ 6" o.c.
Therefore, this letter is to certify that installation of Polyglass Modified Bitumen Roof
Systems (NOA #13-0416.05) will conform to requirements of 2010 Florida Bldg. Code
which specifies 170 MPH ultimate wind velocityfor Risk Category II in Exposure D area.
If you have any questions regarding this matter or I maX��,i�ta"i assistance; pl
do not hesitate to call me. `,`•�•.�, ..«:4),��i��`
Sincerely, V GENSE
No.38p91
Riza N. ALTAN, P. 521 VATIOF
Consulting Engineer
����� NOR`• �� � •••
AI
���ii�NONEp`•
ROOFING ASSEMBLY APPROVAL g L
1 PY
0
Category: Roofiin
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.
PoI e1cG• 0":x.3'-3=378" A5TI •p;6222 Torch applied, polyester reinforced, APP modified
bitumen membrane with a bum 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 bum 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 offpolyethylene 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
bum 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
bum off polyethylene or sanded back face and a
granule top surface.
Elastoflex S6 G FR 32' 10" x 33-3/8" ASTM D 6164 Torch, hot asphali 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 ands _
granule top surface.
NOA No.: 13-0416.05
Expiration Date: 09/13/17
Approval Date: 07/18/13
Page 2 of 32
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Test
Product Dimensions Suecification
Elastoshield TSG FR 32' 10" x 3' 3-3/8" ASTM D 6164
Elastoflex V 32' 10" x 3' 3-3/8" ASTM D 6163
Product
Descrintion
Torch, hot asphalt or cold adhesive applied, polyester
reinforced, SBS modified bitumen membrane with a
bum off polyethylene or sanded back face and a
granule top surface and fire retardant chemistry.
Torch, hot asphalt or cold adhesive applied, fiberglass
reinforced, SBS modified bitumen membrane with a
bum 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
bum 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
bum 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 bum 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.
ASTM D 6163 SBS modified asphalt coated fiberglass reinforced base
Type I sheet.
Elastobase P 65' 2" x 3' 3-3/8"
ASTM D 6164 SBS modified asphalt coated polyester reinforced base'
sheet.
Cold Process 1, 3, 5, 50, 55 gal. or
ASTM D3019 A fibered cold process adhesive for use with roll or
Adhesive tube
Type III BUR roofing.
PG100 Asphalt 1, 3, 5, 50, 55 gal,
ASTM D41 -A penetrating solution of solvent and a blend of '1
Primer tube or 17 oz. spray
selected asphalts used to promote adhesion.
can
PG350 Mod Bit 1, 3, 5, 50, 55 gal. or ASTM D3019
Adhesive tube Type III
PG400 Plastic Roof 1, 3, 5, 50, 55 gal. or ASTM D4586
Cement tube ASTM D3409
PG425 Wet/Dry Roof 1, 3, 5, 50, 55 gal. or ASTM D4586
Cement-- - - tube ASTM D3409
A fibered rubberized adhesive designed for use with
modified bitumen membranes.
A thick, fibered, rubberized flashing cement for use in
dry or damp conditions.
A thick, fibered, rubberized flashing cement for use in__._,.
dry or damp conditions. r;h
NOA No.: 13-0416.05
Expiration Date: 09/13/17
Approval Date: 07/18/13
Page 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
Polyplus 50 Premium
1, 3, 5, 50, 55 gal. or
ASTM D4586
MB Flashing Cement
tube
Polyplus 55 Premium
1, 3, 5, 50, 55 gal. or
ASTM D4586
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
ENRGY3
Multi-Max-3, Multi -Max FA-3
SECUROCK Gypsum -Fiber Board
TABLE 2
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.
A thick, fibered, rubberized flashing cement for use
with modified bitumen membranes.
A mastic compound for use as a roof flashing adhesive.
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
NO
OR
w—u4 'ar
Manufacturer
(With CurrentNOA)
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
MIAMMADEC.OUNW NOA No.: 13-0416:05
Expiration Date: 09/13/17
Approval Date: 07/18/13
Page 4 of 32
0
;n�
APPROVED FASTENERS:
TABLE 3
Fastener
Product
Product
Number
Name
Description
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#14 HD
Insulation fastener for steel and wood
Fastener
decks
S.
Trufast 3" Metal
Galvalume steel plate
Insulation Plate
MIAM MEAD COUNTY
"'I 1
Manufacturer
Dimensions (With Current NOA)
SFS Intec, Inc.
2 '/s" x SFS Intec, Inc.
3 ''/d'
3" x 3 '/<" SFS Intec, Inc.
Various OMG, Inca
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:
Number Product
Name
I. PG200 Non-Fibered
Roof Coating
2.
3.
4.
F1
6.
7.
8.
9.
10.
PG300 Fibered Roof
Coating
PG600 Non-Fibered
Aluminum Roof
Coating
PG650 Fibered
Aluminum Roof
Coating
TABLE 4
Product
Application
Descrintion
Rate
A non fibered asphaltic coating
1'/2-2 gal/sq
used to add life and rejuvenate
existing BUR roofing
substrates.
An asphalt cutback fibered roof
1'h-2 gal/sq
coating. May be applied by
brush or spray equipment to
rejuvenate aged BUR
Non-fibered aluminum roof
%,-1 gal/sq
coating.
Fibered aluminum roof coating. 1'/z-2 gal/sq
PG700 White
A premium white elastomeric
Elastomeric Roof
acrylic based roof coating
Coating
(water -based). A polyester
fabric may be used for
reinforcement with this
coating.
PG800 Non-Fibered
An asphalt based, non-fibered
Asphalt Emulsion Roof clay emulsion
Coating
PG850 Fibered Asphalt
An asphalt base, fibered clay
Emulsion Roof Coating emulsion
Polyplus 65 Premium
Fibered aluminum roof coating.
Fibered Aluminum
Roof Coating
Polyplus 60 Premium
Non-fibered aluminum roof
Nan-Fibered
coating.
Aluminum Roof
Coating
Polybrite 10. White
A premium white elastomeric
Elastomeric Roof
acrylic based roof coating
Coating
(water -based). A polyester
fabric may be used for
reinforcement with this
coating.
11. Gravel To be installed in a flood coat
- -- - - - of approved asphalt at 60 Ibs/sq
12. Slag To be installed in a flood coat
of approved asphalt at 60 lbs/sq
1-1 % gal/sq
Specification Manufacturer
TAS 140 Polyglass USA,
Inc
ASTM D4479 Polyglass USA,
Inc.
ASTM D2824 Polyglass USA,
Type I Inc.
ASTM D2824
Type III
ASTM D6083
3 gaUsq in two ASTM D1227
coats
3 gal/sq in two
coats
1'/s-2 gal/sq
%:-1 gal/sq
I -I% gaUsq
4001bs/sq
300 lbs/sq
Polyglass USA,
Inc.
{
Polyglass USA,
Inc.
Polyglass USA,
ASTM D1227 Polyglass USA,
Inc.
ASTM D2824
Polyglass USA,
Type III
Inc.
ASTM D2824
Polyglass USA,
Type I
Inc.
ASTM D6083
Polyglass. USA,
Inc.
<y, d,
N/A
Generic
N/A
Generic
NOA No.: 13-0416:09
Expiration Date: 09/13/1,7,
c LE Y
Approval Date: 07/18/13
Page 6 of 32
EVIDENCE SUBMITTED:
Test Agencv
Test Name/Report
Report No.
Date
Factory Mutual Research
4470
J.I.2W7A7.AM
08.04.94
Corporation
4470
J.1.3001334
02.15.00
4470
J.1.3000857
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
#P1738.02.07
02.05.07
TAS 117(B)-ASTM D6862
C8500SC.11.07
11.30.07
ASTM D 6164 / D 6222
P 10490.10.08-RI
10.03.08
ASTM D6222
P37590.07.13-2
07.01.13
ASTM D6222
P37590.03.13-5-R1
07.01.13
ASTM D6509
P37590.03.13-1-RI
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
Expiration Date: 09/13/17
Approval Date: 07/18/13
Page 7 of 32
Deck Type 1I: Wood, Insulated
Deck Description: 19/32' or greater plywood or wood plank, fastened with 8d common nails at 4" o.c. or 48 screws
at 6" o.c.
System Type D(i): All layers of insulation and base sheet mechanically fastened.
All General and System Limitations apply.
One or more layers of the following:
Base Insulation Laver Insulation Fasteners Fastener
Table 3 Density/ft'
ny�-approve, ulytsocyanurateiis�ed m Table=2
Mnim�im`I"flick N/A N/A
Ton Insulation Laver (Optional) Insulation Fasteners Fastener
able 3 DensitvW
FescoBoard
Minimum'/" thick N/A N/A
Approved High Density Wood Fiberboard
Minimum'/," thick N/A N/A
Dens Deck, Dens Deck Prime, SECUROCK Gypsum -Fiber Board
Minimum '/4" thick N/A N/A
Note: All insulation shall have preliminary attachment, prior to the installation of the roofing membrane at a
minimum application rate of two fasteners per board for insulation boards having no dimension greater than 4
ft., and four fasteners for any insulation board having no dimension greater than 8 ft
Base Sheet Re or more plies of Elaasstoliase or Elastobase P fastened to the deck as described below: r.
-_Fastening: A� a"ckbase sheet using OMG Roofgrip Fasteners and Flat Bottom Metal Plates spaced 12"-o:c.
ina4'.' l p and 12" o.c. in two equally spaced staggered rows in the center of the sheet. -
Ply Sheet: (Optional) One or more plies of Polyflex or Polybond torch applied or one ply of Elastobase,
Elastoflex S6, Elastoflex V, or Elastoflex V 2.5 or one or more plies of Type IV or VI ply sheet .7dy
adhered in full mopping of approved asphalt applied within the EVT range and at a rate of 2040
lbs./sq..
N1emSraue: One ply of Polyflex, PaIyII axe 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 FR,
Polyfresko Mop, Polyfresko Mop FR Elastoshield TSG or Elastoshield TSG FRxoro# 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: -60 psf; (See General limitation 47) I
MLAMMAoe courrry NOA No.: 13-0416.05
„1
C
Expiration Date: 09/13M
' aic0 13�"Y
25 APProval bate: of 2LE Page 25 of 3
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 2040 lbs./sq., or mechanically attached using the fastening pattern of the top layer.
3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size
shall be 4' x 4' maximum.
4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations
when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot
mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each
side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is
not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application
of either system shall be at a minimum rate of 12 lbs./sq.
Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (FD 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 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 nailers, metal profile, and/or flashing termination designs shall conform -to %":*
Roofing Application Standard RAS I I 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 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'' -�
Expiration Date: 09113/17'
Approval Date: 07/18/13
Page 32of. 32,.,
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