HomeMy WebLinkAboutSUBMITTED PAPERSI DATE: /' / n - / / I FEES DUE: % ?"J A 7_J ) I RECEIPT hC- j/`)( I Permit #: I I 1 if I 'O J_U
l _ Planning & Development Services Department -
Building & Code Regulation Division
2300 Vii mia Avenue SCANNED
Ft. Pierce, FL 34982-5652
""" " Tel. 772-462-1553 St.
APPLICATION FOR ROOF PERMIT �(c�Q County
SEE REVERSE SIDE FOR I STRUCTIONS
1. Location/Site Address: ��] C� cr �" C3 J-.ad��-
2. Parcel ID Number:'alf Z12 W %Ut7, 0
Office Use
Only
Section
Township
Range'
I Map Page
I zoning
Land Use
Initials
'
Ak
3. Description of Project or Work Activity: \�_./-'(ems o '�
4. Total Roof Area (square feet): Z `� q 5. Roof Pitch: 'V1( / Z
6. Type of Roof. [ ] Fiberglass Ing [ ] Concrete Roof Tile [ ] Wood Shake / Shingle
[ ] Tar & Gravel Modified Bitumen [ ] Other
[ ] Product Approval required for all types of Roofing Material (2 Sets)
[ ] All 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:(, ALoaft-'1- Cti __%&F
Address: 1-704 Co (�nnAz� Ni-f-
City: IF+, � lu i-c_ State: r l .
Zip: Ti °l t?Z Phone: -1-1 8V'Oy
FL Reg/Cert #: 0 ee o SS �5- 7
County Cert #: ;2 6 �2 1 S
-Business Name: 1IL 4z. Z,4Cr 12
Cell Phone: ` . SY - Zu" t- q'? yy
9. Value of Construction: $ �'� u 0
"Note Dry -in and Final Inspection Required. Additional inspection may be required per Product Approval.
CONTRACTOR/OWNER'S AFFIDAVIT: I certify tl all of he inform tion contained in this appliis correct and that all work will be
done in omplian e with all pplicabl laws regulating ructio nd zot ' g.
2
PRINT QU IFIERS/OWNERS ME I SfGNATUIVOF QUALIFIER/ ER
STATE OF FLORIDA, COUNTY OF 1
ACKNOWLEDGED BEFORE ME THIS DAY OF7 20 [ I , BY I
_,7S PERSONALLY KNOWN — TO ME OR AUCED IDENTIFICATION
n I �C� e9
SI ATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY (seal)
COMMISSION NUMBER ,`1�YPp''., DAWN MILONE
MY COMMISSION # DD 852587
NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMME L# P M "UR YING TWICE
FOR IMPROVF.NIENTS TO YOUR PROPERTY. IF YOU INTEND TO OBT T I i NDER OR
A"f TORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEME
Revised 4/26/2010
JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY
FILE # 3610313 OR BOOK 33m, PAGE 2531, Recorded 07/18/2011 at 1 AM
1171:R B F-VOR nING-It UI URN i1)-
'Nt!%yl1:H;
NOTICE OF COMMENCEMENT
The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713,
Florida statutes the rollowing information is provided in the Notice orcommencement. Z YZ - 2.yl/ — o.,L6 — oar ) I
I. DESCRIPTION OF PROPERTY (Legal description and street address) TAX FOLIO NUMBER:
S�}gDIVISION BLOCK TRACT LOT BLDC UNIT
177� 97_'7
2. GENERAL DESCRIPTION OF IMPROVF,MF,NT[r• ke No
3. OWNER INFORMATION:
b. Address_ 1-1 owl C' oC O n. , CC r� ¢� _ �% e r 4 rt c. interest in property Uvl n{i
d. Nanic mtd address of fee simple titleholder (If other than owner) r�
d. CONTR ACTOR'S NAME, ADDRESS AND PHONE NUMBER: sS _ a Q „ of C., r to Or SV--W 4 q i7
Vt.f.A- 317
5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT:
6. LENDER'S NAME, ADDRESS AND PHONE NUMBER:
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by
Section 713.13 ( I )(a) T. Florida Statulcs:
NAME. ADDRESS AND PHONE, NUMBER:
S. In addition at himself or herself. Owner designates the following to receive a copy of the Licnor's Notice as provided in Section
713.13 (1)(b). Florida Statutes:
NA-*1E, ADDRESS AND PHONE, NUMBER:
9. Expiration date or notice of commencement (the expiration date is I year from the date of recording unless a different date is
specified) •—,20_
Signature of Owner or Print Name and Provide Signatory's Title/Office
Owner's Authorized Officer/Director/Partner/Manager
State of Florida
CoumyorS4 LjL<<
The foregoing instrument was acknowledged before me this 2 dny of
ByeO C CN —.as
(Name of person) (Type of authority... e.g. Owner, officer, trustee, attorney in fact)
For
(Name of parly on behalf orwhom instrumer%%iccu cd) Personally Known . or produced the following type of ID:�4VO Notary public Stale of Florida
`FCraig p Newberg
My Commission OD702109
(Printed : ntr or Notary Plilic) tu f Notary Public of Expires 10/05/2011
Under penalties or perjury. I declare that t have read the foregoing and that the facts in it arc true to the best of my knowledge and
belief (section 92.525, Florida Statutes).
ao il
Signature(s) of Ottner(s) or Ow•ner(s)' Authorized Oliicer/Director/Partner/Manager who signed above:
Bs: Lt/I.l VL r � Cl JC+ L gy
Rr. R.
STATE Of FLORIDA
e,T t umr P uNTY
Planning & Development Services
Building & Code Regulation Division
2300 Virginia Avenue
Fort Pierce, FL 34982
772-462-2165 or 772-462-2172
Fax: 772-462-6443
ROOF INSPECTION AFFIDAVIT
Re: Permit # &01 " 02 ® 9
I, C�-L 6 J�,� �� G— , licensed as a(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 % (L j L 0 , 1 did personally inspect the roof deck nailing
(Date)
work at: /7 U
(Job site address)
Based upon that examination I have determined the installation was done according to the Hur
Mitiga#jerfR�trofit Manual (Based on 553.844 F.S.)
U
gnature and al License #
AUDREY B. HUMS
MY COMMISSION #
y, EXPIRES' Mardi
Q VII, Bonded Thru Notary Public -),n
STATE OF FLORIDA _. x
COUNTY OF —'-,+
Sworn to and subscribed before me this o day of Ju 20J
by N t,,o 13Who is personally known to or who has produced
l=c` t'Jrf (1e-U12S e as identification. / /V/(ot,
Notary Public, State of Flo ' a
Signature of Notary:
Commission Number: (Seal)
En 01/19/2011
Property Appraiser - St.Lucie Count,,,.,'
1
Page 1 of 1
PROPERTY RECORD CARD
William D Baker Record: 1 of 1 <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print
Property IdentificationT�i L rl-
Site Address: 1704 Coronado Ave
ParcellD: 2421-244-0006-000-1
#: 28018
y� !;A
Sec/Town/Range: 21 :35S :40E _ ._
Map ID-- 24/21N
Account
Land Use: SF Res
Zoning: RS-4 .-
City/Cnty: St Lucie.County
,
-,
Ownership and Mailing - -
Legal-Description,;i:i
- .. ---
-Owner- - William-D-Baker-Nancy-A-Bakei
136-40-FROM-SE-COR-OF-SE1/4-OF-SE-1/4-OF NW 1/4 RUN N 380
�_�ddhess —--1724_Ootonado Ante - -
- - --FT; TH W 200 FT FOR POB, TH-RUN N 150 F
._.. .._
Fort Pierce: FL34982-5736
- - -More.:. -
Sales Information ._:._ __
___:__Assessment 2010_Final^_Tgtal_Landand-Building
-
-- --
-.-, .a �.�a- as-- oe�(---Q
�e�ae—�n,n-� - oo�nn--=- I-� a-���I,(e•- - ,annn_An_qa _
- --12/6/1989
-79500
00-__
WD
0667-/-04-7
8240. Building Value-66400
54500
00
CV
0547 / 2302
Ag.Cred'it:
0 Finished Area: 1344 SgFt
—:0_ _ _ "
'01.
____CV.- "
:---: 0393-/ 2498_
- Exempt: _
50000 - - -
1//71979
34500-
00
CV- -
0301=/ 2099
Taxable:
32400--e-
-
Taxes:
-877'.84- -- - ------
BUILDING INFORMATION
cLw
Exterior Features
View:
RoofCover:. - --
SD - Dim Shingle
ExtType: HD -HD
YearBlt;
1956
Grade: D.- D
EffYrBlt:
1977
StoryHght: 0010 - 1 Story
No.Units:
1
-- -
--Interior Features
BedRooms: 2
Electric:
MX - MAXIMUM
FullBath: 1
HeatType:
FHA - FrcdHotAir
1/2Bath: 0
HeatFuel:
ELEC - Electric
%A/C: 100.
%Heated:
100
Special Features and Yard Items
r
Land Information
Type Y/S Qty.
Units Qual. Cond. YrBlt.
No. Land Use
SWAY - RES POOL AVG Y 1
450
AV AV 1987
1 0100-SF Res
PA01 - POOL DK-AVG Y 1
238
AV AV 1987
ENC2 - POOL ENC-AVG Y 1
720
AV AV 1987
RoofStruct:
GA - Gable
Frame:
-
PrimeWall:
BP - Conc Block
SecWall:
-
PrmintWall:
PN - PN
AvgHt/FI:
Prm.Flors:
CU - Carpet
%Sprinkled:
0
Type
Measure Depth
BI -Front Ft
100 150
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGEMS NOT WARRANTED.
httn•//uPjjx r naclr nra/nrr. acn9nrr1id=242174400060001 7/11/201 1
�J
7 .. .
AC132 ENGINEERING INC
Testing and Engineering Services
Certificate of Authorization - C.A. # 8131
16821 SW 1 Street, Pembroke Pines, FL 33027
Engineering Calculations
CALCULATIONS FOR ANCHOR OR BASE SHEET ATTACHMENT
BASED ON ROOFING APPLICATION STANDARD (RAS) No.117
(New Construction/Reroof Applications)
PROJECT NAME: Vista Roofing
This calculations is for a Flat Section of a property located at:
1704 Coronado Ave. Fort Pierce, FL
Given by: Vista Roofing
Flat Roof Section Area is: 4.44 Squares
Building with a roof mean height less than 12 feet
Base Sheet Lap 4 Inches SLOPE ( Equal or Lower)
Wind Uplift Pressures from Permit Application: 1/2" in 12"
Field Area -52.5 psf
Perimeter Area -62.6 psf
Corner Area -52.6 psf
Wind Uplift Pressures from RAS No. 128 (See FBC):
Field Area -49.2 psf Use psf
Perimeter Area -82.6 psf
Corner Area -124.3 psf
FASTENERS BY NOA - Wood Deck Type I- System Type E(1) -NOA # 09-0224.01
Ring Shank Nails and Tin Caps Base Sheet Fasteners at a fastener
spacing of 9" o.c. at the 4" lap staggered and 9" o.c. in two rows in the center of sheet(field).
Maximum Design Pressure by NOA: -52.5 psf
AC132 ENGINEERING INC.
Testing and Engineering Services
CALCULATIONS FOR BASE SHEET
Given:
Width of Sheet is: 36 inches (Information by Roofer)
Side Lap Width is: 4 Inches (Information by Roofer)
A. CALCULATE WIDTH OF SHEET FOR ONE NET SQUARE (100 ft2)
1. Net Width of Sheet (ft):
Net Width(ft) _ (Sheet Width) - (Side Lap Width) / 12
Net Width (ft) = 2.666667 ft OR 32 inches
2. Net Length to Make One Square (100 Square Feet)
Net Length = (100 ft2)/Net Width
Net Length = 37.5 feet
B. DETERMINE THE NUMBER OF FASTENERS PER SQUARE
General Equation
(1 Fastener/A) x (12 in./ft) x ((B/row) x (C/square) = D
Where
A= Specified Fastener spacing LAP
9 Inches
A2=Specified Fastener spacing (FIELD/ROW)
9 Inches
B=Net Length (in feet) to make one square
37.5 feet
C=number of rows having spacing A (LAP)
1 Rows
C2=number of rows having spacing A2 (FIELD/ROW)
2 Rows
D= number of fasteners per square
SIDE LAP ROW:
50 "=D" Fasteners/Square
CENTER ROW:
100 "=D" Fasteners/Square
Total Number of Fasteners per Square (every 100 ft2) = 150
TOTAL SQUARE FEET PER FASTENER
0.666667 Square Feet per Fastener
ACB2 ENGINEERING INC
Testing and Engineering Services
DETERMINE THE FASTENER VALUE
Given:
Calculated Square Feet per Fastener = 0.67 ft2/Fastener
Maximum Design Pressure From NOA 52.5 psf
GENERAL EQUATION
Fy = Fastener Value
Fy = (max design pressure) x (square feet per fasteners)
Fy = 3¢.175 Ibf
DETERMINE ANCHORIBASE SHEET SPACING
TO MEET PRESSURE
GENERAL EQUATION
FS = (Fy x 144)/ (P x RS)
FS = fastener spacing (inches)
Fy = fastener value (Ibf)
P = max design pressure (psf) /
RS = row spacing (inches)
Note:
Row spacing (RS) is the Net Width of Sheet divided by number of rows
The Net Wdth is the width of base sheet less the side lap distance
Total Number of rows from NOA = 3 Fastener Rows
From Previous Calculations:
The net width is 32 inches
Therefore Row Spacing = 10.66667 inches
Wind Uplift Pressures from RAS 128:
Field Area 49.2 psf Use psf
Perimeter Area 82.6 psf
Corner Area 124.3 psf
CONCLUSIONS/RECOMMENDATIONS
A. FASTENER SPACING FOR PERIMETER AREA
FS = 5.748941 inches
USE MAXIMUM 5 INCHES SPACING (Fractions are rounded down per 2007 FBC)
Minimum 4 Feet Wide Perimeter Width -Two rows in Center of Sheet and one row in Lap
B. FASTENER SPACING FOR CORNER AREA
FS = ' 3.820294 inches
USE MAXIMUM 41NCHES SPACING (Min. of 4" Based on Section 8.1 of RAS 117 of 2007 FBC)
Minimum 4 Feet by 4 Feet Area for Comer - Three rows in Center'of Sheet and one row in Lap
C. FASTENER SPACING FOR FIELD AREA
FS = 9.651677
USE MAXIMUM 9 INCHES SPACING (Based on Product Approval NOA 09-0224.01)
Two rows in center of sheet 9" o.c. and one row Side Lap Spacing 9" o.c.
L
`Membrane Type SBS/SBS Cold Applied
Deck Type 1: ,.
Deck Description: 19/32" or greater plywood or wood plank decks
System Type E(1): Base sheet mechanically fastened to roof deck.
All General and System Limitations shall apply.
Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield® Non -Asphaltic Fiberglass -Based
(optional) Underlayment or SecurockTM.
Base sheet: GAFGLAS® #80 ULTIMA TM Base heet, STRATAVENT® Eliminatorrm
Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID®
SBS Heat-WeldTM Smooth or RUBEROID® SBS Heat-We1dTM 25 base sheet
mechanically fastened to deck as described below;
Fastening GAFGLAS® Ply 4, GAFGLAS® Flex P1yTM 6, GAFGLAS4#75 Base Sheet or any
Options: of above Base sheets attached to deck with approved annular ring shank nails and
tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12"
o.c. in the field.
(Maximum Design Pressure —45 psf, See General Limitation #7)
GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any
of above Base sheets attached to deck with Drill-TecTM #12 standard, #14 or # 15
Screws and 3" Drill-TecTM steel plate or Drill-TecTM AccuTrac Plates, 12" o.c. in
3 rows. One row is in the 2" side lap. The other rows are equally spaced
approximately 12" o.c. in the field of the sheet.
(Maximum Design Pressure -4S psf, See General Limitation #7)
GAFGLAS® Flex PlyTM 6, GAFGLAS Bingia
e.Ciank
any of above Base
sheets attached to deck with approved annular ails and tin caps at a
fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the
field.
(Maximum Design Press a —52. S psf, a General Limitation #7)
GAFGLAS® #80 ULTIMAT M, RUBEROID020, RUBEROID® Mop Smooth, base
sheet attached to deck with approved annular ring shank nails and tin caps at a
fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the
field.
(Maximum Design Pressure —60 psf, See General Limitation #7)
GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with
Drill-TecTM #12 standard, #14 or # 15 Screws and 3" Drill-TecTM steel plate or
Drill-TecTM AccuTrac Plates,112" o.c. in 4 rows. One row is in the 2" side lap.
The other rows are equally spaced approximately 9" o.c. in the fi Id of the sheet.
(Maximum Design Pressure —60. psf, See General Limitation #7�
Any of above Base sheets attached to deck approved annular ring shank nails and
3" inverted Drill-TecTM insulation plates at a fastener spacing of 9" o.c. at the 4"
lap staggered in two rows 9" in the field.
(Maximum Design Pressure —60 psf, See General Limitation #7)
NOA No.: 09-0224.01
KIM Expiration Date: 11/06/13
DECO Approval Date: 04/08/69
Page 27 of 31
M I A M I•DADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA
GAF Material Corporation
1361 Alps Road
Wayne, NJ 07470
MIAMI-DADE COUNTY, FLORIDA
METRO-DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130-1563
(305) 375-2901 FAX (305) 375-2908
SCOPE:
This NOA is. being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building
Code and Product Review Committee 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade
County Product Control Division 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 and the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: GAF RUBEROID® Modified Bitumen Roof System for Wood Decks.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city; state
and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted
herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has
been no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration data or if there has been a revision or
change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an
endorsement of any product, for sales, advertising or any other purposes shall automatically terminate
this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of
NOA.
ADVERTISEMENT: The NOA number preceded by the. words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No. 07-1203.01 and consists of pages 1 through 31.
The submitted documentation was reviewed by Jorge L. Acebo.
NOA No.: 09-0224.01
Expiration Date: 11/06/13
MIAMI D,4DE COUNTY Approval Date: 04/08/09
Page 1 of 31
ROOFING SYSTEM APPROVAL
Category:
Roofing
Sub -Category:
Modified Bitumen
Material:
SBS/APP
Deck Type:
Wood
Maximum Design Pressure
-75 psf
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE I
Product
Leak BusterTM MatrixTM
307 Premium Asphalt
Primer
GAF Mineral Shield®
Granules
Leak BusterTM MatrixTM
365 Fibered Asphalt
Emulsion
Leak BusterTM MatrixTM 303
Premium Fibered Aluminum
Roof Coating
LeakBustefrm MatrixTM 322
Elastomeric Roof Coating
LeakBustefrm MatrixTM 306
LeakBusterTM MatrixTM 204
Wet/Dry Roof Cement
GAFGLAS® #75
Base Sheet
GAFGLAS® #80
ULTIMATM Base Sheet
GAFGLAS® Flex P1yTM 6
GAFGLAS® Ply 4
GAFGLAS® Mineral
Surfaced Cap Sheet
Test Product
Dimensions Specification Description .
5, 55 gallons ASTM D41 Asphalt concrete primer used to promote
adhesion of asphalt in built-up roofing.
60 lb. Bags
100 lb-. bags
5 gallons
1, 5 gallons
55 gallons
55 gallons
1, 5 gallons
39.37" (1 meter)
Wide
ASTM D1863 Granules for surfacing of exposed asphalt,
cold process cement or emulsion. GAF
Mineral Shield® Granules shall be used
for flashing applications only.
ASTM D 1227 Surface coating for smooth surfaced roofs.
ASTM D 2824 Fibered aluminum coating.
ASTM D3019
ASTM D3409
ASTM D4586
ASTM D3409
ASTM D4601
39.37" (1 meter)
ASTM D4601
Wide
39.37" (1 meter)
ASTM D2178
Wide
39.37" (1 meter)
ASTM D2178
Wide
39137" (1 meter)
ASTM D3909
Wide
Elastomeric roof coating.
Asphalt emulsion fibered.
Refined asphalt blended with a mineral
stabilizer and fibers. Permits adhesion to
wet and dry surfaces.
Type lI Asphalt impregnated and coated
glass mat base sheet.
Type II Asphalt impregnated and coated,
fiberglass base sheet
Type VI -asphalt impregnated glass felt
with asphalt coating.
Type IV asphalt impregnated glass felt
with asphalt coating.
Asphalt coated, glass fiber mat cap sheet
surfaced with mineral granules.
NOA No.: 09-0224.01
Expiration Date: 11/06/13
QMIAMMI-DAMDEeouNTr Approval Date: 04/08/09
�' ' Page 2 of 31
Product
GAFGLAS®EnergyCapTM
Mineral Surfaced Cap Sheet
GAFGLAS® EnergyCapTM
BUR Mineral Surface Cap
Sheet
GAFGLAS®
STRATAVENT®
Eliminatofrm Perforated
GAFGLAS® Flashing
GAFGLAS®
STRATAVENT®
EliminatorTM Perforated
Nailable
RUBEROO SBS
Heat-WeIdTM Smooth
RUBEROO SBS
Heat-WeIdTM Granule
Roof MatchTM
SBS Mop Granule
RUBEROID® SBS
Heat-We1dTM 170 FR
RUBEROID® SBS
Heat-WeIdTM PLUS
RUBEROID® SBS
Heat -Weld TM PLUS FR
RUBEROID®EnergyCap
SBS Heat-WeIdTM PLUS FR
RUBEROID® Modified
Base Sheet
RUBEROID® SBS
Heat-WeIdTM 25
Dimensions .
39.37" (1 meter)
Wide
39.37" (1 meter)
wide
39.37" (1 meter)
. Wide
various
Test
Specification
ASTM D3909
ASTM D3909
EnergystarTM
Title 24
Compliant,
ASTM D3672
ASTM D4897
39.37" (1 meter) ASTM D3672
Wide ASTM D4897
Product
Description
Asphalt coated,, glass fiber mat cap sheet
surfaced with mineral granules with
factory applied layer of TOPCOAT®
EnergyCoterM.
Asphalt coated, glass fiber mat cap sheet
surfaced with mineral granules with
factory applied EnergyCoteTM
Fiberglass base sheet coated on both sides
with asphalt. Surfaced on the bottom side
with mineral granules embedded in
asphaltic coating with factory.
perforations.
Asphalt coated glass fiber mat flashing
sheet available in three sizes.
Fiberglass base sheet coated on both sides
with asphalt. Surfaced on the bottom side
with mineral granules embedded in
asphaltic coating.
1. meter (39.37") ASTM D6164 Non -Woven Polyester mat coated with
wide
polymer -modified asphalt and smooth
surfaced.
1 meter (39.37")
ASTM D6164
Non -Woven Polyester mat coated with
wide
polymer modified asphalt and surfaced
with mineral granules.
107 sq. ft.
ASTM D6222
Non -woven polyester mat coated with
(9.9 m2)
ASTM D5147-
polymer modified asphalt and surfaced
with colored mineral granules.
1 meter (39.37")
ASTM D6164
Non -Woven Polyester mat coated with
wide
fire retardant polymer modified asphalt
and surfaced with, mineral granules.
I meter (39.37")
ASTM D6164
Non -Woven Polyester mat coated with
wide
polymer modified asphalt and surfaced
with mineral granules.
1 meter (39.37")
ASTM D6164
Non -Woven Polyester mat coated with
wide
fire retardant polymer modified asphalt
and surfaced with mineral granules.
I meter (39.37")
ASTM D6164
A fiberglass mat reinforced, SBS modified
wide
bitumen cap membrane.
39.37"'(1 meter)
ASTM D4601,
Wide
Type Il, UL Type
G2 BUR
1 meter (39.37")
ASTM D6164
wide
Premium glass fiber reinforced SBS-
modified base sheet
Non -Woven Polyester mat coated with
polymer -modified asphalt and smooth
surfaced.
NOA No.: 09-0224.01
Expiration Date: 11/06/13
MIAM4DADE COUNTY Approval Date: 04/08/09
Page 3 of 31
i�
�1
Test
Product
Product
Dimensions
Specification
Description
RUBEROID® Mop Granule
39.37" (1 meter)
ASTM D6222
Non -woven polyester mat coated with
Wide
ASTM D5147
polymer modified asphalt and surfaced
with mineral granules.
RUBEROID® MOP Smooth
1 sq. -roll
ASTM D6298
Non -woven polyester mat coated with
87 lbs.
ASTM 135147
polymer -modified asphalt and smooth
surfaced.
RUBEROID® MOP PLUS
39.37" (1 meter)
ASTM D6164
Non -woven polyester mat coated with
Wide
ASTM D5147
polymer modified asphalt and surfaced
with mineral granules.
RUBEROID® MOP 170FR
39.37" (1 meter)
ASTM D6164
Non -Woven polyester mat coated with fire
Wide
ASTM D5147
retardant polymer modified asphalt and
surfaced with mineral granules.
RUBEROID® MOP FR
39.37" (1 meter)
ASTM D6164
Non -Woven polyester mat coated with fire
Wide
ASTM D5147
retardant polymer modified asphalt and
surfaced with mineral granules.
RUBEROID® TORCH
39.37" (1 meter)
ASTM D6222
Heavy duty, polyester reinforced, asphalt
Smooth
Wide
ASTM D5147
modified bitumen membrane, smooth
surface.
RUBEROID® TORCH
39.37" (1 meter)
ASTM D6222
Heavy duty, polyester reinforced, asphalt
Granule
Wide .
ASTM D5147
modified bitumen membrane, granule
surface.
RUBEROID®EnergyCap
1 meter (39.37")
ASTM D6222
A fiberglass mat reinforced, SBS modified
Torch Granule FR
wide
ASTM D5147
bitumen cap membrane.
Roof MatchTM
107 sq. ft..
ASTM D6222
Non -woven polyester mat coated with
APP Torch Granule
(9.9 m2)
ASTM D5147
polymer modified asphalt and surfaced
with colored mineral granules.
RUBEROID® TORCH
39.37" (1 meter)
ASTM D6222
Heavy duty, polyester reinforced, asphalt
PLUS
Wide
ASTM D5147
modified bitumen membrane, granule
surface
RUBEROID® TORCH FR
39.37" (1 meter)
ASTM D6222
Heavy duty, polyester reinforced, coated
Wide
ASTM D5147
with fire retardant asphalt modified
bitumen membrane, granule surface.
RUBEROID®170FR
39.37" (1 meter)
ASTM D6222
Heavy duty, polyester reinforced, coated
TORCH
Wide
ASTM D5147
with fire retardant asphalt modified
bitumen membrane, granule surface.
RUBEROID® EnergyCap
1. meter (39.37")
ASTM D6163
A fiberglass mat reinforced, SBS modified
SBS Heat Weld Plus FR
wide
ASTM D5147
bitumen cap.membrane.
RUBEROID020
39.37" (1 meter)
ASTM D6163
SBS modified asphalt base sheet reinforce
Wide
ASTM D5147
with a glass fiber mat.
RUBEROID®30
39.37" (1 meter)
ASTM D6163
Non woven fiberglass mat coated with
Wide
ASTM D5147
polymer modified asphalt and surfaced
with mineral granules.
MIAMI-DADE COUNTY
NOA No.: 09-0224.01
Expiration Date: 11/06/13
Approval Date: 04/08/09
Page 4 of 31
Product
RUBEROID730 FR
RUBEROID®EnergyCap
SBS 30 FR
RUBEROID®.
ULTRACLAD®SBS
Test
Dimensions Specification
39.37" (1 meter) ASTM D6298
Wide ASTM D5147
1 meter (39.37") ASTM D6163
wide
39.37" (1 meter) ASTM D6163
Wide ASTM D5147
RUBEROID®Dual FR 39.37" (1 meter) ASTMD6164
Wide ASTM D5147
Vent Stacks
.(metal and plastic)
GAF Built -Up Roofing
Asphalt
RUBEROID® MOD Asphalt
Asphalt L & Asphalt P
TOPCOAT® .
Surface Seal SB
LEAK BUSTERTM
MatrixTM 715 MB
Elastomeric Roofing
Membrane
EnergyCoteTM .Coating
VersaShielda
TOPCOAT® FireShield®
MB
Leak BusterTM MatrixTM
531 WeatherCoteTM
Elastomeric Flashing:Grade
LeakBusterTM MatrixTM 201
Premium SBS Flashing
Leak BusterTM MatrixTM
102 SBS Adhesive Label
TAS 100(A)
ASTM D1.929
ASTM D635
100 lb. cartons, ASTM D312,
bulk Types I,11, I11
and IV
60 lb. kegs
5 gallons
5 gallons
2,5 gallons
350 sq. ft roll
5, 55 gallons
5 gallons
5 gaIlons
5 gallons
ASTM D3412
ASTM D21
ASTM D 1475
ASTM E1644
ASTM D6083
ASTM-D226
4869 Type I, II
ASTM D412
ASTM D21
ASTM 1475
ASTM E1644
Product
Description
Non woven fiberglass mat coated with fire
retardant, polymer. modified asphalt and
surfaced with mineral granules.
A fiberglass mat reinforced, SBS modified
bitumen cap membrane. .
Woven fiberglass'mat coated with
Polymer modified asphalt surfaced with
aluminum; copper or stainless steel foil.
Non -woven polyester and fiberglass mat
coated with file retardant, polymer -
modified asphalt and surfaced with
mineral granules.
One-way valve vent used to relieve built-
up pressure within the roof system. GAF
Vent Stacks are available in metal or
plastic.
Interply mopping and surfacing asphalt
SEBS modified asphalt
Surface coating for smooth surfaced and.
mineral surfaced roofs.
Surface coating for smooth surfaced and
mineral surfaced roofs.
Highly reflective eastomeric coating
Non -Asphaltic Fiberglass -Based
Underlayment
Elastomeric roofing membrane
Surface coating for smooth surfaced and
mineral surfaced roofs.
ASTM D3019 Cold Applied Modified SEBS Asphalt
Adhesive — Flashing Grade.
ASTM D3019 Cold Applied Modified SEBS Asphalt
Adhesive.
NOA No.: 09-0224.01
MIAMI•DADEcouNTY Expiration Date: 11/06/13
Approval Date: 04/08/09
Page 5 of 31
Test
Product
Product
Dimensions
Specification
Description
Leak BusterTM MatrixTM 202
5 gallons
ASTM D4586
Cold Applied Modified SEBS Asphalt
SBS Flashing Cement Label
Adhesive — Flashing Grade.
Leak BusterTM MatrixTM
5 gallons
ASTM D4586
Standard Plastic Asphalt Roofing Cement
203 Plastic Roof Cement
Label
Leak BusterTM MatrixTM
5 gallons
ASTM D3019
Cold Applied Asphalt Adhesive.
103 Cold Process Adhesive
Label
LeakBusterrm MatrixTM 304
5 gallons
ASTM D2824,
Non-fibered. Aluminum pigmented,
Non-Fibered Aluminum
Type I
asphalt roof coating.
Roof
Leak BusterTM MatrixTM
5 gallons
ASTM D412
Surface coating for smooth surfaced and
602 MB Xtra Elastomeric
ASTM B 117
mineral surfaced roofs.
Roofing Membrane
ASTM C794
ASTM G21
FTMS 141.6271
ASTM D2196
ASTM D1475
ASTM E1644
TOPCOAT® MB Plus
5, 55 gallons
ASTM D412,
Water -based, low VOC, sprayable
ASTM D21,
polymeric Iiquid, which cures to form a.
ASTM D1475
seamless rubber membrane.
ASTM E1644
NOA No.: 09-0224.01
Expiration Date: 11/06/13
MIAMFDADE COUNTY Approval Date: 04/08/09
Page 6 of 31
Membrane Type SBS/SBS Cold Applied
Deck Type 1: ,.
Deck Description: 19/32" or greater plywood or wood plank decks
System Type E(1): Base sheet mechanically fastened to roof deck.
All General and System Limitations shall apply.
Fire Barrier: FireOutTM Fire Barrier Coating, VersaShielde Non -Asphaltic Fiberglass -Based
(optional) Underlayment or SecurockTM.
Base sheet: GAFGLAS® #80 ULTIMA TM Base heet, STRATAVENT® Eliminat&rhl
Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID®
SBS Heat-WeldTM Smooth or RUBEROID® SBS Heat-WeldTM 25 base 'sheet
mechanically fastened to deck as described below;
Fastening GAFGLAS® Ply 4, GAFGLAS® Flex P1yTM 6, GAFGLAS® #75 Base Sheet or any
Options: of above Base sheets attached to deck with approved annular ring shank nails and
tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12"
o.c. in the field.
(Maximum Design Pressure —45 psf, See General Limitation #7)
GAFGLAS® Ply 4, GAFGLAS® Flex P1yTM 6, GAFGLAS® #75 Base Sheet or any
of above Base sheets attached to deck with Drill-TecTM #12 standard, #14 or # 15
Screws and 3" Drill-TecTM steel plate or Drill-TecTM AceuTrac Plates, 12" o.c. in
3 rows. One row is in the 2" side lap. The other rows are equally spaced
approximately 12" o.c. in the field of the sheet.
(Maximum Design Pressure'-45 psf, See General Limitation #/'9
GAFGLAS® Flex PlyTM 6, GAFGLAS Base,Sheet any of above Base
sheets attached to deck with approved annular rings ank nails and tin caps at a
fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the
field.
(Maximum Design Press a —5 psf,� e General Limitation #7)
GAFGLAS® #80 ULTIMATM, RUBEROID®20, RUBEROID®Mop Smooth, base
sheet attached to deck with approved annular ring shank nails and tin caps at a.
fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the
field.
(Maximum Design Pressure —60 psf, See General Limitation #7)
GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with
Drill-TecTM #12 standard, #14 or # 15 Screws and 3" Drill-TecTm steel plate or
Drill-TecTM AccuTrac Plates,112" o.c. in 4 rows. One row is in the 2" side lap.
The other rows are equally spaced approximately 9" o.c. in the fi ld of the sheet.
(Maximum Design Pressure —60 psf, See General Limitation #7) .
Any of above Base sheets attached to deck approved annular ring shank nails and
3 inverted Drill-TecTM insulation plates at a fastenerspacing of 9" o.c. at the 4"
lap staggered in two rows 9" in the field.
(Maximum Design Pressure —60 psf, See General Limitation #7)
NOA No.: 09-0224.01
MIAMI-DADECOUN Y Expiration Dater 11/06/13
Approval Date: 04/08/09
Page 27 of 31
GAFGLAS® #75 Bas beet orany of above Base sheets attached to deck with
Drill-TecTM #12 standard, #14 or # 15 Screws and 3" Drill-TecTM steel plate or
Drill-TecTM AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The
other rows are equally spaced approximately 9" o.c. in the field of the sheet.
(Maximum Design Pressure —75 psf, See General 'mitalion #7)
Ply Sheet: V(Optional) One or more plies GAFGLA PLY 4, GAFGLAS ` lex PlyTM 6,
GAFGLAS® #80, RUBEROID® MOP Smooth or. 20 sheet adhered
in a full mopping of approved asphalt applied within the EVT range and at a rate
of 20-40 lbs./sq.
Membrane:
One or Lies of RUBEROID MOP Smooth, RUBEROID Mop 170 FR,
RUBEROID®M�op Granule, oof MatchTM SBS Mop Granule, RUBEROID® Mop
us ranu e, 20, RUBEROID®30, RUBEROID®EnergyCap SBS
30 FR RUBEROID® 30 FR or RUBEROID® Mop FR orXUBERCQ
ULTRACLAD® SBS in adhered in a full mopping approved asphalt pplied
within the EVT range and at a rate of 20-40 lbs./sq.
Or,
One or more plies of RUBEROID® MOP Smooth, RUBEROID® Mop Granule,
Roof MatchTM SBS Mop Granule, RUBEROID® Mop 170 FR, RUBEROID® Mop.
Plus Granule, RUBEROID®20, RUBEROID® 30, RUBEROID®EnergyCap SBS
30 FR, RUBEROID® 30 FR or RUBEROID® Mop FR or RUBEROID®
ULTRACLAD® SBS in Leak BusterTM MatrixTM 102 SBS Adhesive at an
application rate of 1-2 gal./sq.
Surfacing: (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top
membrane) Install one of the following:
1. Gravel or slag applied at 400 lbs./sq. and 306 lbs./sq. respectively in a flood
coat of approved asphalt at 60 lbs./sq. or applied in a flood coat of Leak
BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal./sq.
2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLAS® Energy Cap Mineral
Surfaced Capsheet adhered in a full mopping of approved asphalt applied
within the EVT range and at a rate of 20-40 lbs./sq.
3. Leak BusterTM MatrixTM303 Premium Fibered Aluminum Roof Coating, at 1.5
gal./sq.
4. Leak BusterTM MatrixTM 715, Leak BusterTM MatrixTM 322, TOPCOAT®
MB+, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to
1.5 gal./sq.
5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane,
EnergyCote® roof coating applied at 1 to 1.5 gal./sq.
6. TOPCOAT® Surface Seal, TOPCOAT® Fireshield® SB Solvent based
Elastomeric Roofing Membrane applied at Ito 1.5 gal./sq
7. Advance Green Technologies Photovoltaic Laminate solar energy collector
auxiliary roof equipment installed in compliance with manufacturer's
specifications and applicable Building Codes.
Maximum Design
Pressure: See Fastening above
NOA No.: 09-0224.01
Expiration Date: 11/06/13
Approval Date: 04/08/09
Page 28 of 31
Membrane Type:
APP/SBS Heat Weld
Deck Type 1:
Wood, Non -insulated
Deck Description:
19/32" or greater plywood or wood plank decks
System Type E(2):
Base sheet mechanically fastened.
All General and System Limitations shall apply.
Fire Barrier:
(optional)
FireOutTM Fire Barrier Coating, VersaShield®Non-Asphaltic Fiberglass -Based
Underlayment or SecurockTM.
Base sheet:
GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT® Eliininatofrm
Nailable, RUBEROID® Modified Base Sheet, RUBEROID® MOP Smooth,.
RUBEROID® 20, RUBEROID® SBS
Heat-WeldTM Smooth or RUBEROID® SBS
Heat -Weld 25 base sheet mechanically fastened to deck as described below;.
Fastening Options:
GAFGLAS® Ply 4, GAFGLAS® Flex P1yTM 6, GAFGLAS®#75 Base Sheet or any
of above Base sheets attached to deck
with approved annular ring shank nails and
tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12"
o.c. in the field.
(Maximum Design Pressure -45 psf, See General Limitation #7)
GAFGLAS® Ply 4, GAFGLAS Flex P1yTM 6, GAFGLAS® #75 Base Sheet or any
of above Base sheets attached to deck
with Drill-TecTM #12 standard, #14 or # 15
Screws and 3" Drill-TecTM steel plate or Drill-TecTM AccuTrac Plates, 12" o.c. in
3 rows. One row is in the 2" side lap. The other rows are equally spaced
approximately 12" o.c. in the field of the sheet.
(Maximum Design Pressure -45 psf, See General Limitation #7)
GAFGLAS' Flex P1yTM 6, GAFGLAS® #75 Base Sheet or any of above Base
sheets attached to deck with approved annular ring shank nails and tin caps at a
fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the
field.
(Maximum Design Pressure -S2.S psf, See General Limitation #7)
GAFGLAS® #80 ULTIMATM, RUBEROID®20, RUBEROID®Mop Smooth, base
sheet attached to deck with approved annular ring shank nails and tin caps at a
fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the
field.
(Maximum Design Pressure -60 psf, See General Limitation #7)
GAFGLAS® #75 Base Sheet or any of above Base sheets attached to'deck with
Drill-TecTM #12 standard, #14 or # 15 Screws and 3" Drill-TecTM steel plate or
Drill-TecTM AccuTrac PIates, 12" o.c. in 4 rows. One row is in the 2 side lap.
The other rows are equally spaced approximately 9" o.c. in the field of the sheet.
(Maximum Design Pressure -60 psf, See General Limitation #7) .
Any of above Base sheets attached to deck approved annular ring shank nails and
3" inverted Drill-TecTM insulation plates at a fastener spacing of 9" o.c. at the 4"
.lap staggered in two rows 9" in the field.
(Maximum Design Pressure —60 psf, See General Limitation #7)
NOA No.: 09-0224.01
MinMI-DAoecoUNTY Expiration Date: 11/06/13
Approval Date: 04/08/09
Page 29 of 31
GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with
Drill-TecTM #12 standard, #14 or # 15 Screws and 3" Drill-TecTM steel plate or
Drill-TecTM AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap.
The other rows are equally spaced approximately 9" o.c. in the field of the sheet.
(Maximum Design Pressure —75 psf, See General Limitation #7)
Ply Sheet: (Optional except over RUBEROID® Modified Base Sheet, RUBEROID® MOP
Smooth, RUBEROID® 20, RUBEROID® SBS Heat-WeIdTM Smooth or
RUBEROID® SBS Heat-WeIdTM) One or more plies GAFGLAS® PLY 4 or
GAFGLAS® Flex PIyTM.6 sheet adhered in a full mopping of approved asphalt
applied within the EVT range and at a rate of 20-40 lbs./sq: or RUBEROID® Torch
Smooth torch applied according to manufacturer's application instructions.
Membrane: One ply of RUBEROID® Torch Smooth, RUBEROID® Torch Granule, Roof
MatchTM APP Torch Granule, RUBEROID® EnergyCapTM Torch Granule FR,
RUBEROID® Torch Plus Granule, RUBEROID® EnergyCapTM Torch Plus FR, or
RUBEROID® Torch FR torch applied according to manufacturer's application
instructions.
Or
One or more plies of RtJBEROID® SBS Heat-WeIdTM PLUS, RUBEROID® SBS
Heat-WeIdTM PLUS FR, RUBEROID® SBS Heat-WeIdTM 170 FR, RUBEROID®
EnergyCapTM SBS Heat-WeIdTM Plus FR, RUBEROID® SBS Heat-WeIdTM,
RUBEROID® SBS Heat-WeldTM Smooth, RUBEROID® ULTRACLAD® SBS
and RUBEROID® SBS Heat-WeIdTM 25 applied according to manufacturer's
application instructions.
Surfacing: (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top
membrane) Install one of the following:
1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood
coat of approved asphalt at 60 lbs./sq. or applied in a flood coat of Leak
BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal./sq.
2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLAS® Energy Cap Mineral
Surfaced Capsheet adhered in a full mopping of approved asphalt applied
within the EVT range and at a rate of 20-40 lbs./sq.
3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at
1.5 gal./sq.
4.. Leak BusterTM MatrixTM 715, Leak BusterTM MatrixTM 322, TOPCOAT®.
MB+, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to
1.5 gal./sq.
5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane,
EnergyCoteo roof coating applied at 1 to 1.5 gal./sq.
6. TOPCOAT® Surface Seal, TOPCOAT® Fireshieldo SB Solvent based
Elastomeric Roofing Membrane applied at Ito 1.5 gal./sq
7. Advance Green Technologies Photovoltaic Laminate solar energy collector
auxiliary roof equipment installed in compliance with manufacturer's
specifications and applicable Building Codes.
Maximum Design'
Pressure: See Fastening Above
NOA No.: 09-0224.01
MIAMI•DADE COUNTY
Expiration Date: 11/06/13
• • Approval Date: 04/08/09
Page 30 of 31
WOOD DECK SYSTEM. LIMITATIONS:
1 A slip sheet is required with Ply 4 and FIex -Ply TM 6 when used as a mechanically fastened base or anchor
sheet.
2. Minimum '/4" Dens Deck or ''/z" Type X gypsum board is acceptable to be installed directly over the wood
deck.
GENERAL LI1v1QTATIONS:
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 Engineer, Architect, or
Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal
resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with
Roofing Application Standard RAS 117.
7. Perimeter and. 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.)
10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building.Code
and Rule 9B-72 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
NOA No.: 094224.01
Expiration Dater 11/06/13
MiAr�i-DADE COUNTY Approval Date: 04/08/09
F.119UR411143iPage 31 of 31
Following order(s) being shipped Thursday 7/14/11
T u r ,Ann Hunt to:•Ben.Steele@alliedbuilding.com 07/13/2011 12:59 PM
Show Details
Following order(s) being shipped Thursday 7/14/11
809281-HOWELL RESIDENCE PO#6414491-00
809284-GRAZIANI RESIDENCE PO#6414663-00
Sincerely,
Ann Marie Hunt
Entegra Customer Service
(800) 586-7663 Ext 1218
(863) 467-0045 (fax)
ahunt@rooftile.com
\0330\033M\033CD
NEW 8902033-00 ACK
Document: Order Ack. - Return Merchandise
*** DO NOT SHIP FROM THIS DOCUMENT
***
Order Date Order No.
07/13/11 8902033-00
Cust No: 258029
Ship To
Cust PO No: ,
Bill To: Vista Roof Corp
Vista Roof Corp
Whse: fort
ALLIED BUILDING PRODUCTS
4061 SW 82nd Terrace
4061 SW 82nd Terrace
3121 SW FIRST TERR
Attn: Craig Newberg
Attn: Craig Newberg
-
Davie, FL 33328
Davie, FL 33328
FORT LAUDERDALE, FL 33315
(954,) 525-1158/Fax:(954) 467-6437
Instructions:
Via: Customer P/U
Expire Date: NONE
Trans Type: rm Taken By: emcd Sls Rep:
-------------------------------------------
RODR Placed By:
Cust
Whse: FORT Promise Date: 07/13/11
---------------------------------------------------------------------------------------
Line Product
Quantity Quantity
Quantity
Qty Unit Price Amount
# and Description
-----------------------------------------------------------------------------------------------------------------------------------
Ordered B.O.
Shipped
UOM Price UOM (Net)
Order Subtotal 0.00
Order Total 0.00
Available to Ship Total 0.00
Balance Due 0.00
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