RF-08-1861Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Date: 11/19/2008
Inspector: Rodriguez, Jorge
Owner: GRUNDHAUSER, JOHN
Job Address: 640 101 Street NE
Miami Shores, FL 33138 -2468
Project: <NONE>
Block:
Contractor: DALEY ROOFING INC
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Roof - New
Phone Number
Parcel Number 1132060172090
Lot:
Phone: (305)754 -9892
Building Department Comments
RE -ROOF FLAT ROOF WITH MODIFIED TORCHDOWN
SYSTEM
Passed
Inspector Comments
CREATED AS REINSPECTION FOR INSP- 98084. SEAL COUNTER
FLASHING FASTENERS JR11/17/08
`I ®1 i ®o p
Failed
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled
re- inspection fee is paid.
until
Tuesday, November 18, 2008
Page 1 of 2
NOTICE OF COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF RRST INSPECTION
PERMIT NO. TAX FOLIO NO.
STATE OF FLORIDA:
COUNTY OF MIAMI -DADE:
THE UNDERSIGNED hereby gives notice that improvements 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.
1. Legal description of property and street/address: 1040 /0/ S i
1111 11111 .11111111111111111111111111111 1111
C F- N 2 1 8 8 9 8 R 0 9 1 3 39 5
OR Bk 2664.5 184.7; (1p9)
RECORDED 11(10 /200S 11015 :3 +7
HARVEY RUVIN► CLERK. OF COURT
MIAMI-DADE COUNTY, FLORIDA
LAST PAGE
4.5 ),CJS
P 33/3
2. Description of improvement: at • too
3. Owner(s) name and address:
%& '/L2 AZ/D/ fir-, ; , P
Interest in property:
Name and address of fee simple titleholder:
4. Contractor's name and address: t)/t14 l200h id G7 l,`JU
U) 07 , /Uii i 3316
5. Surety: (Payment bond required by owner from contractor, if any)
Name and address:
Amount of bond $
6. Lender's name and address: ( )
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(1)(a)7., Florida Statutes,
Name and address: / ,g-
8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided
in Section 713.13(1)(b), Florida Statutes.
Name and address:
9. Expiration date of this Notice of Commencement: (the expiration
differ nt date is spe. if'
4)
Sig ature df • ner
Print Owner's Name
di G A'.410 H44 list.
date is 1 year from the date of recording unless a
Sworn to and subscribed before me this l a. day of O
,200
1
• it "''% Cw-!a A. Carter- Eldridgs- Notary Pu Ic G :��. a
Print Notary's ame ��1;: t>�� S ��' � 11 -W
My commission expires: o r % ..af
°jifoFn c�6 WWW AARONNOTARY.cor
Prepared by befit t.a t IL1e. /
Address: 73, / t37 ST
/vu.G/A-24 , 33/C®4
SIAM OP RONDA, cower, t DADE
t HEREBY CERTIFY that this +s a truAcopy of the
orrgmal filed in this ?Mc() on , 1 v &g of
NJ" re s'vJsO Q j-, A D 20 C (1
WITNESS h nd end1official.Seal.
of and CG unty Courts
D.C.
Miami Shores Village
OCT 2 l 2008
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
BUILDING
PERMIT APPLICATION
FBC 2004
Permit Type (circle
Building
Permit No. \f tv W I
Master Permit No.
Owner's Name (Fee Sipple Titleholder) J® /*t/ 1JgO/® //*OS6X -• Phone # 3 T 75/ Z 12i
Owner's Address 0
City M I aM l S i�"Q State el Zip 33/3,:f
Tenant/Lessee Name
Phone #
Job Address (where the work is being done) (p40 /L /0 1 6-1
City Miami Shores Village County Miami -Dade Zip 33/32
FOLIO /PARCEL# I) - 3ZoCo- 01% -2.0 .0
Is Building Historically Designated YES NO t/
Contractor's Company Tame D O r1 /J 0) 11•1(-- Phone # 36S" 75/ 76?-/9STC,
Contractor's Address f 10-7 S i
City Mil/1144i State Zip 33/ tD '
Qualifier Name 1)41,1(-44 Phone #
State Certificate or Regi tration No. 6....0,8457//z) Certificate of Competency No.
Architect/Engineer's Name (if applicable) Phone #
Value of Work For this Permit $ 4-1a- 02)
Square / Linear Footage Of Work:
400
Type of Work: ['Addition DAlteration ❑New 1:1 Repair/Replace ❑ Demolition
Describe Work: Eel 400p I(.14? eex) P U/ l T 1 i- MOCI / l%!e O TIZG14-Clok 5/S
************** *************************pees * * * * * * *** axe** ***** * * * *x * * * * * * * * * * * * *x * * * * * **
CO
Submittal Fee $ Permit Fee $ 100 • CCF $ CO /CC
Notary $ Training/Education Fee $ Technology Fee $
Scanning $ Radon $ DPBR $ Zoning $
Bond $;_ Code Enforcement $ Double Fee $
rte+ F- , c.
Structn 'Review. $ ', Total Fee Now Due $
.e. WOV 182008 See Reverse side -,
l
2
h
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable) �e
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDmONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will no be approved and a reinspection fee will be charged.
Signature
Owner or Agent
The foreoingpinstrument was acknowledged before me this
day of 6'101 , 20 02, by ..j n li. � J ® 94r`fi -ff,f �"' ,
who is,aersonally known to me or who has produced Rim' e
t
As identification Opd,who did tak an oath.. '. Gera A. Larter- tlantigc
NOTARY PUBLIC: I , � •`nQfommission #DD53210C
A � , 5rO@o ° �cpires: AUG. 08, 201 i
Sign: .�� �l,�, ss/� }l ,�i ;', ARONNOTARY.car;
g
Signature
Dc2t- Q
Contractor
The foregoing instrument was ackno , dged b fore -
day of ( o(Seg , 206T , by ,1/I I •I Kt!
w personally known tolitje or who has produced
as identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
Ci_stup
6\�do�c�
Y.f 19141
My Commission Expires: '� 4> 6.
Print: �. y
My Commission Expires: /ori )
Plaits Examiner
APPLICATION APPROVED BY:
(Revised 07/10/07)
Engineer
Zoning
High Velocity Hurricane Zone Uniform Roofing Permit Application Fo
MasterJermlt No.
Section A (General information)
Process No.
Contractor's Name: .
MCMETFre
OCT 21 21"113
,024.44446 Job Address k,�® �j AO 41'
•Roof Category
-�- Mechanically Fastened Tile _ Morler /Adhesive Sal Tile
Inoles _.Metal Panel /Shingles -WOOd Shingles/Shakes
BUR•RAS 150 —,OUer; _
— New iwu, Re- Roofing _ Recovering — Repair Maintenance
Roof Type
Are there Gas Vent Slacks localed on the roof? _;Yes k."..No If yes. what type? .. Natural _LPGX
,�//����
Roof System Information ��//��
Lew slope roof area (fl.ir *D O: Sleep Sloped area (IV) Total (IL'I 4 O d
Section B (Root Planj,
Sketidr Rear Plan: Illustrate all levels and sections. roof drains. scuppers, overflow scuppers and overflow drains. Include dimensions
of 'action and levels, steady ldenflfy dlmanstans of elevated pressure zoned and location of parapets.
Perimeter WMttir (a4 _.. Comer Size (a' x
PERMIT #: 1 Wj
Miami Shores Villa
APPROVED
BY
DATE
ZONING DEPT
BLDG DEPT
SUBJECT TO COMPLIANCE WITH ALL FEDERAL
STATE AND COUNTY RULES AND REGULATIONS
SECTION R4402.13
HIGH VELOCITY
• HURRICANE ZONES — R OUIRED OWNERS NOTIFICATION
FOR ROOFING CONSIDERATIONS
84402.13.1 Scope. As it pertains to the won, it is the responsibility of roofing contractor to provide the owner
with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section
R4402 govern the minimum requirements and standards of the industry for roofing system installations.
. Additionally, the following items should be addressed as part of the agreementbetween the owner ant the
contractor. The owner's initial in the designated space indicates-that the item has been explained.
1.
Aesthetics- Workmanship: the workmanship provisions of Section R4402 are
for the purpose of providing that the roof system meets the wind resistance and water
instruction performance standards. Aesthetics (appearance) are not a consideration with
respect to workmanship provisions. Aesthetic issues such as color or architectural
appearance, that are not part of a zoning code, should be addressed as part of the agreement
between the owner and the contractor.
2. c: ;Y ,= Renailing wood decks: When replacing roofing, the existing wood roof deck
may ave to be renailed in accordance with the curerit provisions of Section R4403. (The
roof d . k is usually concealed prior to removing the existing roof system).
3. Common roofs: Common roofs are those which have no visible delineation
be ' en neighboring units (i.e., townhouses, condoininiums, etc.) In buildings with
common roofs, the roofing contractor and/or owner should notify the occupants of adjacent
units f roofing to be performed.
4. I/ ,,- Exposed Ceiling: Exposed,; open beam ceilings are where the underside of the
roo ` decking can be viewed from below. The owner may wish to maintain the architectural
appearance; therefore, roofing nail penetration of the underside of the decking may not be
accep, : e, e provides the option of maintaining the appearance.
5. ...r La Ponding water The current roof system and/or deck of the building may not
dr ' well and may cause water to pond (accumulate) in low -lying areas of the roof.
Ponding can be an indication of structural distress and may require the review of a
professional structural engineer. Ponding may shorten the life expectancy and performance
of the new roofing system. Ponding conditions may not be evident until the original roofing
sy ' ti , is removed. Ponding conditions should be corrected.
6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that
the . o is not overloaded from a buildup of water. Perimeter /edge wall or other roof
extension may block this discharge if overflow scuppers (wall outlets) are not provided. It
may be necessary to install overflow scuppers in accordance with the requirements of
Secti • R4402, R4403 and R.4413.
7. ,1 4, • entilation: Most roof structures should have some ability to vent natural
air l‘ ow through the interior of the structure assembly (the building itself). The existing
amount of attic ventilation shall not be reduced. It may be beneficial to consider additional
ven ' $ g whir, can = - ult in extending the service life of the roof.
4/41/01
Owna /r /Agen''s gnature Date
Contractor Signature
/0 /7 rn
Date
HIGH-VELOCITY HURRICANE ZONES
Florida BuIflng CodoEdition Io923,
"Hig17 Wedgy' Fluffieweriprifynitartrt Permit Apl Itedifert.Forin.
Se:00W C4LOVISloPeAser711o0100)
Fsten�r Oath* IneAndtiadElaio ShOjit
Atiaolimant
oc:•.• • LaMtRows *2- 0. 9" ea
livapootfloatiofAssonibly Components
and idantify:Matiettottear
aa-toitvettenE wit:vet:di idattilfras"bNK)
Sytteialvlantifebtater: 6/4:e
NOA
3.0S-Via 17 2-
Qeeign,Wiad P.teseurea, Ftprri'MNS12.8vr•Caltutellont.
•Pros4; 5R Apte.a:e 3 OW023; /3/.
filnesigtPressure;#rem:ftSpedificiliQA
aYelem: — 7
Dedc.
Type: . PP/a-PPP
Gampfltidinest:
%we.: 161,0 4)0Pe--
.63rIE1.4Ae'Sheet*No,4if Plyks):
BaseuStieet Fasterter/Bondina Mattetial:'
insulation Layer..
Beee.in'eulation zeand T.hltiknees:,
BaseqiuulacoFe. ettBdndttigUaterte
Perimeter. LAPA:koPws.Y:@, 6 0c
bottler pug I*; #Rowv 69,.
Notriberof Oastenerol.Porinstitation
004.01
Maki Paihnetar _Cornet
11410.700Conipantgitt,Notedvid
Datidts.:aPAPtirlootilol
WoOtgOking, *iliac.. Edge teffnination,
stontintkiiit Otefit, Cant
Bylps, Besse Flashing, FfashIng,
Ogling , 8to
• •
Indicate; Mean f.R,adilliaight,. Parapet Heigh,
fejglit, of ase f- Iashings. comminent Material,
Material Thickness, Pageper Type; Fastener •
BOking:of Submit that
ZettlilViAh'RAS 1 itttti..01:rager 16.
ve-
cdoeso*
Top:instWatibnlayer.:.
T.00. Ihealielgo Siz:katid.Ttifeim
TOp:Ineutallcie. feetenedBonding' riak.
..114.s.o.'shemoyvild...timy(0... It"
ativeitn_ar3crailtaival itaik
Ply'Shett(6)A,Nom:if VW. • 1\!-.1- —
:PIIMO:Ot.TattP.00/Btgalitig ate 01:
/1A
V0111./". MODMED CilicrirACT rA it‘t
TajiPIy:fastenetf•Benilifig'Matdiiah
'BOrfae.ing:
FLORIDA BUILDING CODE — RESIDENTIAL
Mean
Rod
Height
44.21
M IA M I�DAL]E
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
MIAMI DARE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130-1563
(305) 375 -2901 FAX (305) 375 -2908
NOTICE OF ACCEPTANCE (NOA)
GAF Material Corporation
1361 Alps Road
Wayne, NJ 07470
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 High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: GAF Rnberoid® Modified Bitumen Roof System for Wood Decks.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official
This NOA renews NOA #02-0408.10 and consists of pages 1 through 31.
The submitted documentation was reviewed by Frank Zuloaga, RRC.
NOA No: 03.0501.02
Expiration Date: 11/06/08
Approval Date:10/23/03
Page 1 of 32
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 (1): Base sheet mechanically fastened.
All General and System Limitations shall apply.
Base sheet GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated
Nailable, RUBEROID Modified Base Sheet, RUBEROID MOP Smooth,
RUBEROID® 20, RUBEROID SBS Heat We1dTM 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 Ply nd 6, GAFGLAS #75 Base Sheet or
any of above Base sheets attached to deck with Drill-Tec (GAFTPTE) #12 or #14
Screws and 3" 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 P1yT' 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 -52.5 psf, See General limitation #7)
GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with
Drill Tec (GAPTITE) #12 or #14 Screws and 3" Plates, 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.
(Maxbnum 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 Tec (GAFI'1TE) 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 Limiaatdon #7)
GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with
Drill-Tec (GAPTITE) #12 or #14 Screws and 3" 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 HeatWeldTM Smooth or
RUBEROID SBS Heat Weld) One or more plies GAFGLAS PLY 4®,
GAFGLAS® PLY 6® Ply or GAFGLAS Flex Ply 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.
NOA No: 0340501.02
Expiratton Date: 11/06/08
Approval Date:10/23/03
Page 28 of 32
Membrane:
One ply of Ruberoid® Torch Smooth, Ruberoid® Torch Granule, Ruberoid®
Torch Plus Granule or Ruberoid® Torch FR torch applied according to
manufacturer's application instructions.
Or
One or more plies of RUBEROID® SBS Heat We1dni PLUS, RUBEROID®
SBS HeatWeldnd PLUS FR, RUBEROID® SBS Heat WeldT1 170 FR,
RUBEROID® SBS Heat We1dTM, RUBEROID® SBS Heat We1dTM Smooth,
RUBEROID® UltraCladTm SBS and RUBEROID® SBS HeatWeldTm 25 applied
according to manufacturer's application instructions.
Surfedng: (Optional) Install one of the following.
1. Gravel or slag applied at 4001b./sq. and 300 lb./sq. respectively in a flood coat
of approved asphalt at 60 lb./sq.
2. GAF Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. or GAF
WeatherCoat® Emulsion at 3 gal./sq. (Torch Smooth applications only)
3. GAF Weathercote® MB +(Matrix 715 MB Coating), Applied at 1 to 1.5
J
4. Top Coat® Surface Seal SB(Matrix 602 SB Coating), Applied at 1 to 1.5
gallsq•
Maximum Design
Pressure: See Fastening Above
NOA No: 03 -0501.02
Expiration Date: 11/06/08
Approval Date:10 /23!03
Page 29 of 32
WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet is required with Ply 4 and Flex Rim 6 when used as a mechanically fastened base or
anchor sheet.
2. Minimum c/a" Dens Deck or Type X gypsum board is acceptable to be installed directly over the
wood deck.
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 20-40 lbs sq., or mechanically
attached using the fastening pattern of the top layer
3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved
asphalt, panel size shall be 4' x 4' maximum
4. An overlay and/or recovery board insulation panel is required on all applications over closed cell
foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet
shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip
mopped 8" ribbons in three rows, one at each sidelap 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 12lbssq. 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 Min m mu Characteristic Force (F') value of
275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener valve,
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 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. (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 with 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 Limiiati ion #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: 03-0501.02
Expiration Date: 11/06/08
Approval Date:10 /23/03
Page 32 of 32
WED :52 FAX s73e2$3451
June 20, 2002
Mr. Michael I- Gada
GAF Materials Corporation
136I Alps Road
Wayne, MT 07470.3689
Our Reference: &J 306
Deal Mi. Gada:
This is in response to our conversation on June 20, 2002.
3n
liknalsousse_ B
gidaDerm,6gt C
air
illatrawabass
As- discussed, the following nxi or system suet is Class A crheiia per
ANSI/W.79D based on existing fire test data.
Deck. C -15/32 incline- 1/2
Ingaiation ( One ar same p ,
peafiletssocramnate - -
wood fibesfisocyanagrate �:,,.:, ��- : _:- any
Base Ste- One marc %ss Type tr Rubereid 2$) or litasherokli S8S Had
Weld
Ply Sheet. (Optimal). One or mote Glt area
If any moons arise on the above, please contact the waiter.
Vet y truly Yours,
Douglas C idler
Engineering Group I ,eader.
Fire Protection Division
•
A iI -tom pito swam,
dedicsted to mak safe* in
commined taquaftlY UYKV