RF-09-1097Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 118278 Permit Number: RF -7 -09 -1097
Scheduled Inspection Date: July 21, 2009
Inspector: Bruhn, Norman
Owner: BRAMSON, MYRNA
Job Address: 330 NE 96 Street
Miami Shores, FL
Project: <NONE>
Contractor: WHITE SEAL ROOFING
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Flat
Phone Number
Parcel Number 1132060135970
Phone: (954)922 -7383
Building Department Comments
REMOVE EXISTING ROOF DOWN TO DECKING AND
INSTALL BASE SHEET II PLY FIBERGLASS FELT IN HOT
ASPHALT THEN INSTALL MODIFIED BITUMEN CAP
SHEET IN HOT ASPHALT
Inspector Comments
Passed ge2,24
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
_hdu 7e. 7nna
For Inspections please call: (305)762 -4949
Pane. 77 of do
litiousd Sly �P&aye
614 Del
10050 NE 2nd Ave
Miami Shores, Fl 33138
Phone 305-795-2204; Fax 305-756-8972
www.miamishoresvillage.com
RE: Permit # Jf,, r — O I ot7
DATE:
INSPECTION AFFIDAVIT
��Irlct cl.8e , licensed as a (n)
(Print name and circle License Type) FS 468 Building Inspector
4 (3 `, ? S° `t
License #: ccc_ 06-6 36-7
iS D
On or about
7---fr-
(Date & time)
secondary water barrier work at 330 N
(Complete Job Site Address)
Based upon that examination I have determined the installation was done according to the Hurricane
Mitigation Retrofit Manual (Based o 553.:44 F.S)
Engineer / Architect,
, I did personally inspect th nd /or
Signature
State of Florida
County of Dade:
The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above
property mentioned.
Sworn to and subscribed before me this
Notary Public, Sate of Florida at Large
day of
*General, Building, Residential, or Roofing Contracto s or any individual certified and
Include photographs of each plane of the roof with permit # and address # clearly sho
inspection
49x Nti, JAMES M JOHNSON
MY COMMISSION • DD523166
to mnixesseonban, pect
n - 163 Fl ., _ Service.
Miami Shores Village
Building Department
NmomEwm-,
JUL 01 2009 j
/0050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
BUILDING Permit No. `feq-10(1 T
PERMIT APPLICATION
FBC 2004
Permit Type (circle): Building
Owner's Name (Fee Simple Titleholder) Se./ 1_%7 ,(A//Q 8gAms i/ Phone # (3o5-) -76-7 -' lo l�
Owner's Address 330 ,(/6 96 3 lie
City Aorrn S1zo4es State
Tenant/Lessee Name ply
Master Permit No.
Zip 33/38
Phone # KM/
Job Address (where the work is being done) 33 0 /(f � 96 Shred
City Miami Shores Village County Miami -Dade Zip 33 / c3 6
FOLIO / PARCEL # 11- 3e.96 — 0/3 - 61? '?6
Is Building Historically Designated YES NO
Contractor's Company Name Wilde- j ea.( =ix,(G / Phone # /cS� 7 2 �3 �3
Contractor's Address GCJ 9 ago %fare (5-free 7"
City Hat A > State!! A Zip 83 0 2v
Qualifier Name / 7,DP?.T G-' C�Gjg/c Phone # 954 — 63 6. — -7c49
C
State Certificate or Registration No. 2 63 C., 7 Certificate of Competency No. CC--'C. e-76-6
Architect/Engineer's Name (if applicable) P /// Phone # "Ilk
633
Value of Work For this Permit $ 3, Q9S• C`Jt7 Square / Linear Footage Of Work: N6:26• .r7 5 P/ •
Type of Work: EAddition [ Alteration ['New ❑ Repair/Replace ❑ Demolition
Describe Work: Molle. QXL 4- v 7 goz,E dee-4 9 (r?saifZ If bGse_-
b1lee 4 'P% F bec ?ls 41 /14 ho./ czs ha. /eh �.� s / 1/
,i1od/ c, ea/ eo/e-7 Fire e.� r �+ �%ic�7Gt.�S' lil.2il-
P
Ins• mittal Fee $ ��� Permit Fee $ CCF $ a . CD/CC
Notary $ ��
Scanning $ j L' -00
Training/Education Fee $
Radon $
Bond $ Code Enforcement $ Double Fee $
Technology Fee $
DPBR $
j
Zoning $
Structural Review. $ Total Fee Now Due $ 1�
See Reverse side -+
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
a/r
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Uiv
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 CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature �V
eg**ift
Contractor
The foregoing instrument was acknowledged before me this ca29 The foregoing instrument was acknowledged before me this
day of ..\u4.e- ,20oQ,by day of ,.Su✓te ,20�,by c7beCt �' �' e
(who isersonally kno o me or who has produced who is per4ally known me or who has produced
as identification and who did take an oath.
As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
A( avt.2_
•
My Commission Expires:
* * * * * * * * * * * * * * * * * * * * * **
Carlene Nelson
1,4 -r 0T My,.fC�ogmmi�spsiijo�n 00885509
* . ,t !...' * ** *�ir*,ti*�r T213* ** * * *r***
APPLICATION APPROVED BY:
(Revised 07/10/07)
**
***************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
tidizf
Plans Examiner
Engineer
Zoning
Naiad Siow4Vdlalegeolfpontoteme
10050 NE 2nd Ave * Miami Shores, FI 33138
Phone 305. 795.2204; Fax 305.756.8972
OWNERS'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department
10050 NE 2nd Ave
Miami Shores, FI 33138
Re: Owner's Name: Seer o N LA /g 2Ar�lsO) I
Property Address: 33o C q �'' $iGee 7L ,4' arni Shoes 'l 8313S'
Roofing Permit Number:
Date: 061Z4 /09
Dear Building Official:
I Seri 9 figterifi Zarnso c/ certify that I am not required to retrofit the roof to wall
connections of my building because:
El The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please
attach proof of ad valorem taxation.
0 The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or
with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC)
State of Florida
County of Dade
Print Name
3u -ihso'
The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above
property mentioned.
Sworn to and subscribed before me this day of rte moo'
Notary Public, Sate of Florida at Large
* When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than
FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mdigatio
NOTICE OF COMMENCEMENT
A RECORDED COPY MUST BE POSTE ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO.
TAX FOLIO NO 11- 3206-013 -5970
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.
111111111111111111111111111111111111111111111
CFI," 2009R10.4-7551.2
OR Bk 26923 Ps 4720; (fps)
RECORDED 07/01/200? 10:17:18
HARVEY RUVIN, CLERK OF COURT
MIAMI -DADE COUNTY? FLORIDA
LAST PAGE
Space above reserved for use of recording office
1. Legal description of ��r and street/address: 330 NE 96th Street, Miami Shores, FL 33138 -2718
Miami Shores Sec 1 a mil PB 10-70 Lots 5 8t a 15 ft Lot 6 Bik 44
2. Description of improvement: Re roof flat roof only
3.Owner(s) name and address: Seth & W: Myrna Bramson, 330 NE-96th Street, Man Shores, FL 33138 -2718
Interest in property: own
Name and address of fee simple titleholder. Seth & W. Myrna Bramson, 330 NE 96th Street, Miami Shores, FL 33138 -2718
4. Contractor's name, address and phone number.. White Seal, Inc. dba Wh e^ ti,• tfr, any
2008 Coolidge Street, Hollywood, FL 33020 »{ • Y '-"k f �yj
,.Rs� , rl N , :o site
5. Surety: (Payment bond required by owner from contractor, it filed INi l
Name, address and phone number n/a / r, D 20 tad
Amount of bond $ nia
6. Lender's name and address: n/a
7. Persons within the State of Florida designated by Owner limp
Section 713.13(1)(a)7., Florida Statutes,
Name, address and phone number n/a
8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section
713.13(1Xb), Florida Statutes. '
Name, address and phone number n/a
9. Expiration date of this Notice of Commencement June 29, 2011
(the expiration date is 1 year from the date of recording tailess a different date is specified)
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.
Signatures of! : s) or
By
Print Name
Tttle/Office
STATE OF FLORIDA
COUNTY OF MIAMI -DADE
' Authooriiz:.• Officer/Director/Partner/Manager
�,L...r /I�i� //< fir.
yR 3.Q401svw
By
Print Name
Title/Office
The foregoing instrument was acknowledged before me this 29th day of JUNE . . 2009
By Seth or W Myrna Bramson
a Individually, or ❑ as for
Personally known, or ❑ produced the following type of identification
Signature of Notary Public:
t9®/ corn / ;/, f l Print Name:
` /A ?e"--6
/1 J,1 yr�erca�
VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES
Under penalties of perjury, I declare that I have read the foregoing and
that the facts stated in it are true, to the best of my knowledge and belief.
Signature(s) of Owner(s) or (ner(s)'s Authorize /Director/Partner /Manager who signed above:
�� ��I�j� eat�
BY ` By
123.01.62 -'.c. 13 1 1)07
Name Siotte4Viatie 614 D
10050 NE 2nd Ave * Miami Shores, FI 33138
Phone 305-795-2204; Fax 305-756-8972
OWNERS'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department
10050 NE 2nd Ave
Miami Shores, FI 33138
Re: Owner's Name: Se -/h m /l ieAllq �(�Ailso�l
9
Property Address: 330 6 l d' cYeree /- gJ-wae .s P1 ff. 13'
Roofing Permit Number:
Date: 06 4/09
Dear Building Official:
1 SeVA /V/oe/1A certify that I am not required to retrofit the roof to wall
connections of my building because:
Z1. The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please
attach proof of ad valorem taxation.
❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or
with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC)
State of Florida
County of Dade
fl t' 1ti C3tz4-'M sod
Print Name
The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above
property mentioned.
Sworn to and subscribed before me this e , day of JGcrce ao
Notary Public, Sate of Florida at Large
*When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than
FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigatio
Section A
MIAMI DIADE
COUNTY
"Delivering Excellence Every Day"
Master Permit No:
Miami -Dade County Building Department Electronic Application
High Velocity Hurricane Zone Roofing Permit Application Form
Section A (General Information)
Contractor's Name:
Process No:
White Seal, Inc dba White Seal Roofing Company
Job Address: 1330 NE 96th Street, Miami Shores, FL 33138 -2718
0
Low Slope
❑ Asphaltic Shingles
❑ Sprayed Polyurethane Foam
Roof Category
❑ Mechanically Fastened Tile
❑ Metal Panel/Shingles
❑ Other:
Roof Type
❑ Mortar /Adhesive Set Tile
❑ Wood Shingles/Shakes
❑ New Roof 0 Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance
Are there Gas Vent Stacks located on the roof? ❑ Yes 5 No If yes, what type? ❑ Natural ❑ LPGX
Low slope roof area (ft.2)
623
Roof System Information
Steep Sloped area (ft.2)
00000
Section B (Roof Plan)
Total (ft.2)
623
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include
dimensions of sections and levels, clearly identify dimensions of elevated -- __. _. _ ipets.
Perimeter Width (-" -��
SUBJECT TO COMPLIANCE WITH ALL FEDERAL
STATE A
�I •1
SECTION 1524
HIGH - VELOCITY HURRICANE ZONES —
REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
1524.1 Scope.
As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the
required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of
the Florida Building Code, Building govem the minimum requirements and standards of the industry for roofing
system installations. Additionally, the following items should be addressed as part of the agreement between
the owner and the contractor. The owner's initial in the designated space indicates that the item has been
explained.
-)//96 1. Aesthetics-workmanship: The workmanship provisions of Chapter 15 (High - Velocity
Hurricane Zone) are for the purpose of providing that the roofing system meets the wind
resistance and water intrusion 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.
`7// 6 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to
be renailed in accordance with the current provisions of Chapter 16 (High - Velocity Hurricane
Zones) of the. (The roof deck is usually concealed prior to removing the existing roof system.)
2?? 6 3. Common roofs: Common roofs are those which have no visible delineation between
neighboring units (Le., townhouses, condominiums, etc.). In buildings with common roofs, the
roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to
be performed.
�, ✓ 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking
can be viewed from below. The owner may wish to maintain the architectural appearance;
therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The
�% owner provides the option of maintaining this appearance.
��%/ 6 5. Ponding water: The current roof system and/or deck of the building may not drain 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 system is removed. Ponding conditions
should be corrected.
6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not
overloaded from a buildup of water. Perimeter /edge walls or other roof extensions 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: Chapter 15 and 16 herein and the
Florida Building Code, Plumbing.
27.6 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the
�Y u9
interior of the structural assembly (the building itself). The existing amount of attic ventilation
shall not be reduced. It may be beneficial to consider additional venting which can result in
extending the service life of the roof.
1
IP__L4207
Agent's Signature D e
471'
Contractor's Signatu
Da e
1
Section C
MIAMFnE Miami -Dade County Building Department Electronic Application
High Velocity Hurricane Zone Roofing Permit Application Form
"Delivering Excellence Every Day" Section C page (Low Slope Roof Systems)
Fill in the specific roof assembly components. If a component is not required, insert not applicable (n /a) in the text box.
Top Ply:
COUNTY
ROOF SYSTEM MANUFACTURER:
Product Approval (NOA):
Polyglass USA, Inc
07- 1030.05
System Type:
Wind Uplift Pressures, From RAS 128 or Sealed Calculations:
(P1) Field:
(P2) Perimeters:
(P3) Comers:
psf
psf
psf
Maximum Design Pressure From NOA
Roof Slope:
mon
" : 12 Roof Mean Height:
psf
Parapet Walls: No 0 Yes Parapet wall Height:
Deck Type:
Support Spacing:
Alternate Deck Type:
Existing Root
—5/8" Plywood-
" o/c
ft.
wood
Fire Barrier.
Vapor Barrier.
Anchor Sheet
Ln/a
Anchor Sheet Fastener / Bonding Material:
M 1 1/4" R/S nails /1 5/8" Tin Caps
Insulation Base Layer Size & Thickness:
Insulation Base Layer Fastener / Bonding Material:
Ln/a
Insulation Top Layer Size & Thickness:
Insulation Top Layer Fastener / Bonding Material:
Base Sheet(s) & No. of Ply(s):
75# Base 1 PIy
Base Sheet Fastener / Bonding Material:
I11/4 " R/S nails /1 5/8" Tin Caps per code
PIy Sheet(s) & No. of Ply(s):
Type IV 2 Plys
PIy Sheet Fastener / Bonding Material:
Hot Asphalt
ft.
Elastoflex S6 G FR
Top PIy Fastening / Bonding Material:
Hot Asphalt
Surfacing:
SINGLE PLY MEMBRANE:
N/A
Single PIy Manufacturer / Type:
N/A
Single PIy Sheet Width:
No. of Single PIy 1/2 sheets:
Single PIy Membrane Fastening / Bonding Material:
N/A
" 1/2 Sheet Width:
GI
FASTENER SPACING FOR BASESHEET ATTACHMENT
❑ SINGLE PLY MEMBRANE ATTACHMENT
1. Field:
2. Perimeter.
" o/c @ Laps &
" o/c Laps &
rows
rows
" o/c
"o/c
3. Comer. ice; " o/c @ Laps & rows " olc
NUMBER OF FASTENERS PER INSULATION BOARD:
1. Field: ',ice 2. Perimeter.
Insulation Fastener Type :
il�ail!
3. Comer:
N/A
WOOD NAILER TYPE AND SIZE:
N/A
Wood Nailer Fastener Type and Spacing:
N/A
EDGE & COPING METAL SIZES:
Edge Metal Material:
Edge Size:
Hook Strip Size:
Edge Metal Attachment:
— Galvanized Metal-
-3" face 26 ga.—
— SELECT EDGE METAL HOOK STRIP SIZE-
11 1/4" R/S Nail 98" OC
Coping Material:
Coping Size:
1— PARAPET COPING METAL N /A-
- COPING METAL SIZE N /A-
Hook Strip Size:
Parapet Coping Metal Attachment:
- COPING METAL HOOK STRIP N /A—
1N /A
Section C2d
MIAMI -DADS
COUNTY
"Delivering Excellence Every Day"
Miami-Dade County Building Department Electronic Application
High Velocity Hurricane Zone Roofing Permit Application Form
Illustrate Components Noted and Details as Applicable:
Woodblocking, Gutter, Edge Terminations /Stripping/Flashing, Continuous Cleat, Cant Strip, Base
Flashing, Counterflashing, Coping, Etc.
Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material
Thickness, Fastener Type, Fastener Spacing
Or: Submit Manufacturers Details that Comply with RAS -111 and Chapter 16.
S
- 1 ?13gSE- 114-`{
l! — z poi
E t.A-St D FISK � c' e.
•
Parapet Wall Height
Mean Roof Height
MIAMIDAQE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Polyglass USA, Inc.
150 Lyon Drive
Fernley, NV 89408
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 Miami -Dade County Product Control
Division and accepted by the Board of Rules and Appeals (BORA) 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: Polyglass Modified Bitumen Roof System Over Wood Decks
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state
and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted
herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has
been no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or
change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an
endorsement of any product, for sales, advertising or any other purposes shall automatically terminate
this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of
NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No. 06- 0410.06 and consists of pages 1 through 25.
The submitted documentation was reviewed by Jorge L. Acebo.
NOA No.: 07- 1030.05
Expiration Date: 09/13/11
Approval Date: 04 /10/08
Page 1 of 25
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub - Category: Modified Bitumen
Materials SBS /APP
Deck Type: Wood
Maximum Design Pressure -112.5 psf
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Product
Polyflex
Test Product
Dimensions Specification Description
32' 10" x 3' 3- ASTM D 6222 Torch applied, polyester reinforced, APP
3/8" modified bitumen membrane with a burn off
polyethylene back face and a smooth or sanded
top surface.
Polyflex G 32' 10" x 3' 3- ASTM D 6222 Torch applied, polyester reinforced, APP
3/8" modified bitumen membrane with a burn off
polyethylene back face and a granule top
surface.
Polyflex G FR 32' 10" x 3' 3- ASTM D 6222 Torch applied, polyester reinforced, APP
3/8" modified bitumen membrane with a burn off
polyethylene back face and a granule top
surface and fire retardant chemistry.
Polybond 32' 10" x 3' 3- ASTM D 6222 Torch applied, polyester reinforced, APP
3/8" modified bitumen membrane with a burn off
polyethylene back face and a smooth or sanded
top surface.
Polybond G 32' 10" x 3' 3- ASTM D 6222 Torch applied, polyester reinforced, APP
3/8" modified bitumen membrane with a burn off
polyethylene back face and a granule top
surface.
Elastoflex S6 32' 10" x 3' 3- ASTM D 6164 Torch, hot asphalt or cold adhesive applied,
3/8" polyester reinforced, SBS modified bitumen
membrane with a burn off polyethylene or
sanded back face and a polyethylene or sanded
top surface.
Elastoflex S6 G 32' 10" x 3' 3- ASTM D 6164 Torch, hot asphalt or cold adhesive applied,
3/8" polyester reinforced, SBS modified bitumen
membrane with a bum off polyethylene or
sanded back face and a granule top surface.
Elastoflex S6 G 32' 10" x 3' 3- ASTM D 6164 Torch, hot asphalt or cold adhesive applied,
FR 3/8" polyester reinforced, SBS modified bitumen
membrane with a burn off polyethylene or
sanded back face and a granule top surface and
fire retardant chemistry.
NOA No.: 07- 1030.05
Expiration Date: 09/13/11
Approval Date: 04 /10/08
Page 2 of 25
Elastoshield TS4
Elastoshield TS4
FR
Elastoflex V
Elastoflex VG
Elastoflex VG FR
Xtraflex
Xtraflex G
Xtraflex G FR
Elastobase V
Elastobase P
Cold Process
Adhesive
PG100 Asphalt
Primer
PG350 Mod Bit
Adhesive
PG400 Plastic
Roof Cement
PG425 Wet/Dry
Roof Cement
PG450 Flashing
Cement
32' 10" x 3' 3-
3/8"
32' 10 "x3' 3-
3/8"
32' 10 "x3'3-
3/8"
32' 10" x 3' 3-
3/8"
32' 10" x 3' 3-
3/8"
32' 10" x 3' 6"
32' 10 "x3' 6"
32' 10" x 3' 6"
65' 2" x 3' 3 -3/8"
65' 2" x 3' 3 -3/8"
1, 5 or 55 gal.
1,5,55 gal. or17
oz. spray can
1, 5.or 55 gal.
1, 5 gal. or tube
1, 5 gal. or tube
1, 5 gal. or tube
ASTM D616.4
ASTM D 6164
ASTM D 6163
ASTM D 6163
ASTM D 6163
ASTM D 5147
ASTM D 5147
ASTM D 5147
ASTM D 4601
ASTM D 6164
ASTM D3019
TYpef
ASTM D41
ASTM D3019
Type III
ASTM D4586
ASTM D3409
ASTM D4586
ASTM D3409
ASTM D4586
Torch, hot asphalt or cold adhesive applied,
polyester reinforced, SBS modified bitumen
membrane with a burn off polyethylene or
sanded back face and a granule top surface.
Torch, hot asphalt or cold adhesive applied,
polyester reinforced, SBS modified bitumen
membrane with a burn off polyethylene or
sanded back face and a granule top surface and
fire retardant chemistry.
Torch, hot asphalt or cold adhesive applied,
fiberglass reinforced, SBS modified bitumen
membrane with a burn off polyethylene or
sanded back face and a sanded top surface.
Torch, hot asphalt or cold adhesive applied,
fiberglass reinforced, SBS modified bitumen
membrane with a burn off polyethylene or
sanded back face and a granule top surface.
Torch, hot asphalt or cold adhesive applied,
fiberglass reinforced, SBS modified bitumen
membrane with a burn off polyethylene or
sanded back face and a granule top surface and
fire retardant chemistry.
Torch applied, polyester reinforced, TPO
modified bitumen membrane with a burn off
polyethylene back face and a smooth top
surface.
Torch applied, polyester reinforced, TPO
modified bitumen membrane with a burn off
polyethylene back face and a granule top
surface.
Torch applied, polyester reinforced, TPO
modified bitumen membrane with a burn off
polyethylene back face and a granule top
surface and fire retardant chemistry.
SBS modified asphalt coated fiberglass
reinforced base sheet.
SBS modified asphalt coated polyester
reinforced base sheet.
A fibered cold process adhesive for use with
roll or BUR roofing.
A penetrating solution of solvent and a blend of
selected asphalts used to promote adhesion.
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.
A thick, fibered, rubberized flashing cement.
NOA No.: 07- 1030.05
Expiration Date: 09 /13/11
Approval Date: 04/10/08
Page 3 of 25
PG500 MB
Flashing Cement
Polyplus 35
Premium Mod Bit
Adhesive
Polyplus 45
Premium Flashing
Cement
Polyplus 50
Premium MB
Flashing Cement
1, 5 gal. or tube
1,5or55gal.
1, 5 gal. or tube
1, 5 gal. or tube
APPROVED INSULATIONS:
Product Name
Polytherm Al
Polytherm Composite
ACFoam I1
ACFoam III
High Density Wood Fiberboard
Perlite Insulation
Type X Gypsum
Dens Deck or Dens Deck Prime
ENRGY -3
Fesco Board
Multi -Max
Multi -Max FA
Hunter H- Shield
Securock
ASTM D4586
ASTM D3019
Type III
ASTM D4586
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.
ASTM D4586 A thick, fibered, rubberized flashing cement for
use with modified bitumen membranes.
TABLE 2
Product Description
Polyisocyanurate foam insulation
Polyisocyanurate/perlite composite
insulation.
Polyisocyanurate foam Insulation
Polyisocyanurate foam Insulation
Wood fiber insulation board
Perlite insulation board
Fire resistant rated gypsum.
Water resistant gypsum board
Polyisocyanurate foam insulation
Rigid perlite roof insulation board.
Polyisocyanurate roof insulation
Polyisocyanurate roof insulation
Polyisocyanurate foam Insulation
Fiber reinforced Coverboard
Manufacturer
(With Current NOA)
Polyglass USA, Inc.
Polyglass USA, Inc.
Atlas Energy Products
Atlas Energy Products
Generic
Generic
Generic
G -P Gypsum Corp.
Johns Manville
Johns Manville
RMax, Inc.
RMax, Inc.
Hunter
USG Corp.
NOA No.: 07- 1030.05
Expiration Date: 09 /13/11
Approval Date: 04 /10/08
Page 4 of 25
APPROVED FASTENERS:
Fastener Product
Number Name
TABLE 3
Product
Description
1. Dekfast Fasteners Insulation fastener for wood, steel
#12, #14 & #15 and concrete decks
2. Dekfast Hex Plate Galvalume hex stress plate.
3. Dekfast Lock
Plate
4. #12 & #14
Roofgrip
5. Metal Plate
6. Plastic Plate
7. Insul -Fixx HD
Fastener
8. Insul-Fixx S
9. Insul -Fixx P
10. Tru -Fast HD
11. Tru -Fast Plates
12. Tru-Fast Plates
APPROVED SURFACING:
Number
Product
Name
1. PG200 Non - Fibered
Roof Coating
2. PG300 Fibered Roof
Coating
3. PG600 Non - Fibered
Aluminum Roof
Coating
4. PG650 Fibered
Aluminum Roof
Coating
Polypropylene locking plate.
Insulation and membrane fastener
Galvalume AZ50 stress plate
Polyethylene stress plate
Insulation fastener for steel and
wood decks
Galvalume AZ55 stress plate
Polyethylene stress plate
Insulation fastener for steel and
wood decks
Galvalume AZ55 steel plate
Polyethylene plastic plate
TABLE 4
Manufacturer
Dimensions (With Current NOA)
2 7 /g" x
3 %/"
3 "x3 'A"
Various
3" square
3.2" round
Various
3" round
3" round
SFS Intec
SFS Intec
SFS Intec
OMG
OMG
OMG
SFS Inter
SFS Intec
SFS Intec
The Tru -Fast Corp.
3" round The Tru-Fast Corp.
3" round The Tru-Fast Corp.
Product Application
Description Rate
A non fibered asphaltic 1'A-2 gal/sq
coating used to add life and
rejuvenate existing BUR
roofing substrates.
An asphalt cutback fibered 11/2-2 gal/sq
roof coating. May be
applied by brush or spray
equipment to rejuvenate
aged BUR
Non - fibered aluminum roof
coating.
Fibered aluminum roof
coating.
1/2-1 gal/sq
11/2-2 gal/sq
Specification Manufacturer
TAS 140 Polyglass
USA, Inc.
ASTM D4479
ASTM D2824
Type I
ASTM D2824
Type III
Polyglass
USA, Inc.
Polyglass
USA, Inc.
Polyglass
USA, Inc.
NOA No.: 07- 1030.05
Expiration Date: 09 /13/11
Approval Date: 04/10/08
Page 5 of 25
APPROVED SURFACING:
Number
Product
Name
5. PG700 White
Reflective Roof
Coating
6. PG800 Non - Fibered
Asphalt Emulsion
Roof Coating
7. PG850 Fibered
Asphalt Emulsion
Roof Coating
8. Polyplus 65
Premium Fibered
Aluminum Roof
Coating
9. Polyplus 60
Premium Non -
Fibered Aluminum
Roof Coating
10. Polybrite 70 White
Elastomeric Roof
Coating
11. Mule -Hide 111 Non -
Fibrated Roof
Coating
12. Mule -Hide 102
Fibrated Roof
Coating
13. Mule -Hide 416
Standard Non -
Fibrated Aluminum
Roof Coating
14. Mule -Hide 406
Standard Fibrated
Aluminum Roof
Coating
TABLE 4
Product
Description
A premium white
elastomeric acrylic based
roof coating (water - based).
A polyester fabric may be
used for reinforcement with
this coating.
An asphalt base, unfibered
clay emulsion
An asphalt base, fibered
clay emulsion
Fibered aluminum,roof
coating.
Non - fibered aluminum roof
Application
Rate
1-11/2 gal/sq
3 gal/sq in
two coats
3 gal/sq in
two coats
11/2-2 gal/sq
Specification Manufacturer
ASTM D6083 Polyglass
USA, Inc.
ASTM D1227
ASTM D1227
ASTM D2824
Type III
Polyglass
USA, Inc.
Polyglass
USA, Inc.
Polyglass
USA, Inc.
1/2-1 gal/sq ASTM D2824 Polyglass
coating. Type I USA, Inc.
A premium white
elastomeric acrylic based
roof coating (water- based).
A polyester fabric may be
used for reinforcement with
this coating.
A non - fibrated asphaltic
coating used to add life and
rejuvenate existing BUR
roofing substrates.
An asphalt cutback fibered
roof coating. May be
applied by brush or spray
equipment to rejuvenate
aged BUR
Non - fibrated aluminum roof
coating.
Fibrated aluminum roof
coating.
1 -11/2 gal/sq
11/2-2 gal/sq
11/2-2 gal/sq
1/2-1 gal/sq
11/2-2 gal/sq
ASTM D6083
TAS 140
ASTM D4479
ASTM D2824
Type I
ASTM D2824
Type III
Polyglass
USA, Inc.
Mule -Hide
Products Co.,
Inc.
Mule -Hide
Products Co.,
Inc.
Mule -Hide
Products Co.,
Inc.
Mule -Hide
Products Co.,
Inc.
NOA No.: 07- 1030.05
Expiration Date: 09 /13/11
Approval Date: 04/10/08
Page 6 of 25
APPROVED SURFACING:
Number
Product
Name
15. Mule -Hide 401
Premium Fibrated
Aluminum Roof
Coating
16. Mule -Hide 410
Premium Non -
Fibrated Aluminum
Roof Coating
17. Mule -Hide 311
Emulsion Non -
Fibrated
18. Mule -Hide 301
Emulsion Fibrated
19. Gravel
20. Slag
TABLE 4
Product
Description
Fibrated aluminum roof
coating.
Non- Fbrated aluminum roof
coating.
An asphalt base, unfibered
clay emulsion
An asphalt base, fibered
clay emulsion
To be installed in a flood
coat of approved asphalt at
60 lbs/sq
To be installed in a flood
coat of approved asphalt at
60 lbs /sq
EVIDENCE SUBMITTED:
Test Agency/Identifier
Factory Mutual Research Corp.
Exterior Research & Design, LLC
Underwriters Laboratories, Inc.
Trinity 1 ERD
Application
Rate
1 'A-2 gal/sq ASTM D2824
Type III
Specification
1/2-1 gal/sq
3 gal/sq in
two coats
3 gal/sq in
two coats
400 lbs/sq
300 lbs/sq
Name
J.I. 3001334
J.I. 3000857
J.I. 3004091
#11757.12.00 -1
#11757.04.01 -1
#11751.05.03
#11758.08.03
00NK20869
#P1738.02.07
C8500SC.11.07
ASTM D2824
Type I
ASTM D1227
ASTM D1227
N/A
N/A
Report
FMRC 4470
UL 790
TAS 114
TAS 117(B)
Manufacturer
Mule -Hide
Products Co.,
Inc.
Mule -Hide
Products Co.,
Inc.
Mule -Hide
Products Co.,
Inc.
Mule -Hide
Products Co.,
Inc.
Generic
Generic
Date
02.15.00
01.12.00
01.12.00
12.07.00
0425.01
0530.03
08.11.03
06.08.00
02.05.07
1130.07
NOA No.: 07- 1030.05
Expiration Date: 09 /13/11
Approval Date: 04/10/08
Page 7 of 25
Deck Type 1: Wood, Non - Insulated
Deck Description: 19/32" or greater plywood or wood plank.
System Type E(3): Base sheet is mechanically attached to roof deck.
All General and System Limitations apply.
Base Sheet:
One ply of CertainTeed Glasbase, Polyglass Base, Elastobase, Firestone MB Base,
JM Perma -Ply #28, Tamko Glass Base or GAFGLAS 75 fastened to the deck as
described below:
Fastening #1: Attach base sheet using 11 ga. annular ring shank and 1 -5/8" diameter tin caps
spaced 8" o.c. in a 4" lap an r o' —.c.in three equa y sit paced staggered rows in the
cen er o e s eat.
Fastening #2: Attach base sheet using Buildex Roofgrip Fasteners and Flat Bottom Plates,
Dekfast #14 with Hex Plates or Tru -Fast HD with MP -3 Plates spaced 12" o.c. in a
4" lap and 12" o.c. in two equally spaced staggered rows in the center of the sheet.
Ply Sheet: (Optional) One or more plies of Elastobase, Modibase, Perma Ply No. 28,
Elastoflex S6, Elastoflex V, Elastoflex V 2.5 or o e or mo ies of T e IV or
VI ply sheet adhered in full mopping of approved asphalt applied wit in the EVT
range and at a rate of 20-40 lbsJsq.
Membrane: One ply of Polyflex, Polflex G, Polyflex G FR, Polybond, Polybond G, Xtraflex,
Xtraflex G or Xtraflex G FR torch applied or one ply of Elastoflex S6, Elastoflex
S6 G,_Elasto flex G FR, Elastoshield TS4 or Elastoshield TS4 FR torch or hot
asphalt applied.
Surfacing: (Optional) Install one of the approved surfacing products listed in Table 4 to
obtain desired coating or required fire classification.
Maximum Design
Pressure: -52.5 psf; (See General limitation #7.)
NOA No.: 07- 1030.05
Expiration Date: 09/13/11
Approval Date: 04/10/08
Page 23 of 25
WOOD DECK SYSTEM LIMITATIONS:
1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor
sheet.
GENERAL LIMITATIONS:
1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials
Directory for fire ratings of this product.
2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with
Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved
asphalt applied within the EVT range and at a rate of 20- 40lbssq., 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 121bs. /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
2751bf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as
field - tested, are below 275 lbf. insulation attachment shall not be acceptable.
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on
a minimum fastener resistance value in conjunction with the maximum design value listed within a
specific system. Should the fastener resistance be less than that required, as determined by the
Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida registered
Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said
revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application
Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117.
7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas.
Fastener densities shall be increased for both insulation and base sheet as calculated in compliance
with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida
registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this
limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.)
8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall
conform to Roofing Application Standard RAS 111 and applicable wind load requirements.
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e.
field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for
enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers and corners). (When
this limitation is specifically referred within this NOA, General Limitation #7 will not be
applicable.)
END OF THIS ACCEPTANCE
NOA No.: 07- 1030.05
Expiration Date: 09/13/11
Approval Date: 04 /10/08
Page 25 of 25
TGFU.R14571
Roofing Systems
Page Bottom
Roofing Systems
See General Information for Roofing Systems
POLYGLASS USA INC
150 LYON DR
FERNLEY, NV 89408 USA
SINGLE PLY MEMBRANE SYSTEMS
R14571
Unless otherwise indicated, the insulation and base sheet are mechanically fastened in
place; the membrane is heat welded in place.
(Optional) Noncombustible deck classifications are applicable for use over combustible
(15/32 in. min plywood) decks when 1/2 in. (min) gypsum board or 1/4 in. (min) G -P
Gypsum DensDeck® are used directly over the deck with all joints staggered 6 in. (min)
from plywood joints.
Unless otherwise indicated, in any noncombustible roof deck Classification any UL
Classified insulation may be utilized underneath a layer of 1/4 in. (min) G-P Gypsum
"DensDeck ® Roofboard ", "DensDeck Prime® Roofboard ", "DensDeck DuraGuardT"'
Roofboard" or'/ in. (min) USG Corp SECUROCKTM Roof Board Type FRX -G.
General statement for use of vapor retarders and/or deck/insulation adhesives (NC
decks only): When such vapor retarders or deck/insulation adhesives are acceptable to
POLYGLASS they may be utilized.
"POLYGLASS BASE ", "MODIBASE ", "Polyglass G2 Base" may be used in lieu of any
Type G2 base sheet in any NC Classification. These products may also be used in any
C -15/32 Classification in which a generic Type G2 is referenced (i.e. not brand specific).
"POLYGLASS Ply 4 ", " POLYGLASS Ply 6" (Type G1) and "POLYGLASS VENTED
BASE" may be used in any NC Classification.
References to polyisocyanurate insulation may include Polyglass Products
"POLYTHERM ®" and "POLYTHERM® Tapered ".
"ELASTOFLEX VG" granule surfaced membrane may be used in place of
"ELASTOFLEX V" smooth surfaced membrane for existing systems.
Acceptable alternates to the membranes listed are given below:
Membrane Listed Acceptable Alternatives
" POLYBOND"
"POLYBOND G"
"MODIBOND"
"MODIBOND G"
"Polytherm ", " Polytherm Tapered" or "Polytherm Composite" insulations may be used
wherever polyisocyanurate insulations are specified in the Classifications below.
Insulation may be optional for any non - combustible deck roofing system unless the
insulation acts as a coverboard over another insulation.
22. Deck: C -15/32 Incline: 1/2
Base Sheet: — One ply Type G2 or "ELASTOBASE ", mechanically fastened.
Ply Sheet: — One ply Type G2, hot mopped or "ELASTOBASE ", hot mopped or heat
fused.
Insulation (Optional): — Polyisocyanurate, perlite, glass fiber, any thickness.
Membrane: — " ELASTOFLEX S6 G FR ", "POLYFRESKO MOP FR" or ,
ELASTOSHIELD TS G FR " hot mopped or heat fused.
White Seal, Inc.
Job Name: Bramson
Job Address: 330 NE 96th Street
Miami Shores, FL 33138
Sheet Width Lap
36
Sheet Width One Foot Net Width of Sheet
2.67
One Square Net width
`TM 2.67]
lfast eq 1ft Net length
lfast eq 1ft Net length
Net Length of Sheet
1 37.50
# Rows Spacing inch No of faste ners Per Square
7
3 8
# Rows Spacing inch No of fasteners Per Square
3 8 168.75'
SquareFeet Fastener Sq Fastener Sq Total Fasten Sq Foot Per Fastener
^sue [68.7 75 337.5 .
Sq Ft Per Fa DP of NOA
i3 52.5
Fast Value Inches Sq
15 6 Uz i
Fastener Value
NOA Perimeter Area
RAS127 P2 Sheet Width NO of Rows 7row spacing NOA Perimeter Area
82.6
F 9 32i 5 p5m ®.4
Fast Value Inches
528.64
NOA Corner Area
4240.001
RAS127 P3 Sheet Width No of Rows Row Spacing NOA Corner Area
124.3 6 r k �.3
Yellow must be filled in.
Perimeter Row Spacing
Perimeter 5 Rows
4 Inch OC
Corner Row Spacing
Comer
6 Rows
3 Inch OC
DP = Design Pressure NOA P2 = Perimeter Pressure P3 = Comer Pressure