RF-11-182Inspection Number: INSP- 155591 Permit Number: RF -2 -11 -182
Scheduled Inspection Date: February 24, 2011
Inspector: Bruhn, Norman
Owner: PEREZ, FELIPE
Job Address: 735 NE 94 Street
Miami Shores, FL
Project: <NONE>
Contractor: QUALITY ROOFING CONTRACTORS INC
Building Department Comments
RE -ROOF NEW FLAT ROOF
Passed
Failed
Correction
Needed
Re- Inspection
Fee
February 23, 2011
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspector Comments
For Inspections please call: (305)762 -4949
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Flat
Phone Number (305)758 -6056
Parcel Number 1132060141990
Phone: (305)953 -3333
Page 7 of 17
RE: Permit # RF -2 -1 1 -1 82
Carlos Arocho , licensed as a (n) Contractor / Engineer / Architect,
(Print name and circle License Type)
License* 00001 7889
On or about Feb. 22, 2011 , I did personally inspect the roof deck nailing and/or
(Date & time)
secondary water barrier work at 735 N.E. 94 Street Miami Shores, Fl 33138
(Complete Job Site Address)
Based upon that examination I have determined the installation was done according to the Hurricane
Mitigation Retrofit Manual (Based on 553.844 F.S)
Signature
1
State of Florida
County of Dade:
Notary Public, Sate of Florida at Large
Wiaati striae
e4 Vefteatateae
10050 NE 2" Ave
Miami Shores, FI 33138
Phone 305 - 795 -2204; Fax 305- 756 - :*' 72
www.miamishoresvillage.com
INSPECTION AFFIDAVIT
DATE:Feb. 22, 2011
FS 468 Building Inspector
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 •f fc 2,e)
NOTARY PUBLIC -STATE OF FLORIDA
Marylou Hernandez
=. Commission #DD930046
Expires: OCT; 10, 2013
BONDED THRU ATLANTIC BONDING CO., INC.
*General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection.
Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each
inspection
Email
a.
BUILDING
PERMIT APPLICATION
FBC 20
Permit Type: BUILDING ROOFING
Owner's Name (Fee Simple Titleholder) Felipe Perez
Owner's Address 735 N.E. 94 Street
City Miami Shores State F1
Tenant/Lessee Name
Miami Shores Village �c
� RMCgI
Building Department � FEB 0 3 1011
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
Master Permit No.
Zip 33138
Phone# (305) 758 -6056
Phone #
Permit No. ( t k
Job Address (where the work is being done) 7 3 5 N . E . 9 4 Street
City Miami Shores Village County Miami -Dade Zip 3 31 3 8
FOLIO / PARCEL # 1 1- 3206 - 014 -1990
Is Building Historically Designated YES NO X Flood Zone
Contractor's Company Name Quality Roofi Contractor Phone # (305) 953 -3333
Contractor's Address 1 3 8 0 0 N. W. 1 st Avenue
City Miami State F1 Zip 3 31 68
Qualifier Name Carlos Arocho Phone # ( 786) 367 -2029
State Certificate or Registration No. RC 0 0 5 8 6 27 Certificate of Competency No. 0 0 0 01 7 88 9
Contact Phone Marylou or Carlos E - mail qualityroofing88 @yahoo.com
Architect/Engineer's Name (if applicable) Phone #
Value of Work For this Permit $ 31 500 . 0 0
Type of Work: ['Addition DAlteration ❑New ® Repair/Replace ❑ Demolition
Describe Work: Reroof to a new flat mineral cap sheet roof.
West side garage roof.
Square / Linear Footage Of Work: 4 0 0 sqf t
***************************************r ees*************************** **
('�'
Submittal Fee 0 ( -V s Permit Fee $ CCF F $ CO /CC $
Notary $ Training/Education Fee $ Technology Fee $
Scanning $ Radon $ DPBR $ Bond $
Double Fee $ Violation date:
Structural Review. $ Total Fee Now Due $
See Reverse side —
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
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 CONDITIONERS, ETC
OWNER'S AN1IDAVIT: 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 approve and a reinspection fee will be charged.
Sign:
Owner or Agent
The foregoing instrument was acknowledged before me this „ $'
day of �txsvt , 20 h , by FeA . 4p eel'? 2--
who is pers onall own to me or who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
APPROVED BY
/V-
(Revised 07 /10 /07XRevised 06/10/2009)
Print:
NOTARY PUBLIC -STATE OF FLORIDA
My Commission Expires: ,•• " " "•.,, Marylou Hernandez
;; = Commission # DD930046
„„...„/ OCT. 10, 2013
BONDED THRU ATLANTIC BONDING CO, INC.
Commission #DD930046
BONDED THRU ATLANTIC BONDING CO, INC.
*********************************************************** * * * * * * * * * * * ****kkksh�Ynk4t9r�Y9 **** dede�YdesY4 't�Y�Ya'ca4** ***kk
Plans Examiner
Engineer
Signature
Contractor
The foregoing instrument was acknowledged before me thise2J
day of - 34,—o- _ , 20 \ , by e� I co Aroc,,k0 ,
who is perso nall own to me or who has produced
as identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
NOTARY PUBLIC•STATE OF FLORIDA
My Commission Expire , " " " " .,
Y ., Marylou Hernandez
.,, Expires: OCT. 10, 2 013
Zoning
Clerk checked
To: Miami Shores Village Building Department Date: 01/28/11
10050 NE 2nd Ave
Miami Shores, Fl 33138
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.
Re: Owner's Name: Felipe Perez
Property Address: 735 N.E.
Roofing Permit Number:
Dear Building Official:
Felipe Perez
94 Street Miami Shores, Fl 33138
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
certify that I am not required to retrofit the roof to wall connections of my
building because:
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)
r teat,
Signature
State of Florida
County of Dade
The undersigned, being the first duly sworn, deposes and says that he /she is the owner for the above property mentioned.
Swom to and subscribed before me this al - day f 02-0 /
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 ,000.00, and the building was not constructed with FBC nor a 1994
SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation.
Revised on 5/21/2009
Print ame
NOTARY PLBLIC•STATE OF FLORIDA
Marylou Hernandez
!Commission #DD930046
°•. Expires: OCT. . 10, 2013
amain 7411 MANTIC BONDING Co., INC.
NOTICE OF COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO. TAX FOLIO NO. 11-3206-014-1990
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: 735 N . E . 94 Street
2. Description of improvement: Reroof west garage roof to a new Mineral Cap sheet roof.
3. Owner(s) name and address: Felipe Perez
Interest in property: Owner
735 N.E. 94 Street
Name and address of fee simple titleholder: N/A
4. Contractor's name and address: Quality Roofing Contractor, Inc.
5. Surety: (Payment bond required by owner from contractor, if any)
Name and address: N/A
Amount of bond $ 0 0
6. Lender's name and address:
123.01 -52 PAGE 4 8/02
13800 N.W. 1st Avenue Miami, Fl 33168
- N /A
STATE OF FLORIDA, COUNTY OF DADE
I HEREBY CERTIFY the this is e true copy of the
Miami Shores, Fl 33138
7. Persons within the state of Florida designat
provided by Section 713.13(1)(a)7., Florida Statutes,
Name and address: 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(1)(b), Florida Statutes.
• Name and address: N/A
9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a
differe. •ate is sifted)
i f1 ' / ' 0 t.(fr
Signature • Owner a i
Print Owner's Name .. re , e 4fi-e z
Sworn to and subscribed before a thi day of
Notary Public
Print Notary's Name
My commission expires MARY PUBLIC - STATE OF FLORIDA
Marylou Hernandez
Commission #DD930046
' ,v fires: OCT. 10, 2013
3VATI A.1TICBONDINGco., C.
Miami Shores,
2�0
11111111111111111 1111111111111111111111111111
CFI 201 1 FRO 093304
OR Bk 27553 Ps 2659; (1Ps)
RECORDED 02/10/2011 11:05 :08
HARVEY RLIV'IF1r CLERK OF COURT
MIAMI-DADE COUNTYr FLORIDA
LAST PAGE
of
Fl 33138
Prepared by Marylou Hernandez -Aro
.200—
Quality Roofing Contractor
Address: 13800 N.W. 1st Ave
Miami, F1 33168
(305) 953 -3333
Florida Building Code Edition 2 ,7
HIGH Velocity Hurricane Zone Uniform Permit Application Form
Section A (General Information)
Master permit No. Process No.
Contractor's Namne Quality Roofing Contractor, Inc.
Job Address 735 N.E. 94 Street
Low Slope
O Asphaltic
Shingles
ROOF CATEGORY
O Mechanically. Fastened Tile0 Mortar/
O Metal PaneUShingles 0 Wood Shing
❑ Prescriptive BUR -RAS 150
ROOF TYPE
D New Roof IN Re- Roofing D Recovering D Repair D Maintenance T TO COMPLIANCE WITH ALL FEDERAL
ROOF SYSTEM INFO 1 COUNTY RULES AND REGULATIONS
Low Slope Roof Area (SF) • Steep Sloped Roof Area (SF) Total (SF)
400sqft.
makes
APPROVED
ZONING DEPT
BLDG DEPT
iami Shores Village
BY
DATE
N/A 400sqft.
FEB MgMET
0 3 2011
BY: a�e
.....
B 2.
Section B (Roof Plan)
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow
drains. include dimensions of sections and levels, clearly identify dln ensions of _ E i -
and
location of parapets.
filMton C (Loe Spore ApDhcatlo
Fig in specific roof assembly components
aced identify ananaaff
a component is not cased, identify as p )
System Manufacturer: 2rt m Corp.
product Approval N a.; 08-0227.07
Design Wind Pressures, From R .S 428 or Calculations:
Palen& -124.3
Max. gn Para, from tg a specific Product
AppeoVai systsrra: 5B 5
Deck:
Type: wood 1 X 6
Gauge/ Thickness: N/A
Seope: 5
Anchor/Base Sheet & Flo. of PIy(s): N/A
Anchor/Base Sheet Fastener/BondIng Materlah
Insulation Base Layer: - ' .. N/A
Base Insulation Size a •' c :RT /A
Base insulation Fastener/Bonding Il l:
Top insulation Layer:
N/A
Top Insulation Size and Thickness: N/A
Top Insulation Fastener/Bonding
Base Sheet(s) & No. of. .Ply(s): (1➢ Baase
Base Shea Fa'" 9 Notarial:
11
Fly Sheet(e) & No of MO): B
Ply Sheet Fasts 8°din9 Material:
Top Ply:
MineXa1 Cap sheet
Top Ply Fasterfler/Bondireg r rl�al:
Florida Boil eng Ed' on 2007
Hie - Velocity Hurricane Zone Listilient Penult Application Failti.
Sam N/A
Fastener Spacing for A chorlSase Sheet Attachment
Pleld: �° oc a Lap, # Rows G _11.2 oc
Perimeter: 6_2' cc Lap, * Rows oc
FLORIDA BUILDING CODE® BUILDING
Comm: 6 "" oc Lap, 5 Rows
Number of Fasteners Per insulation Board:
Paid Perimeter Ea_ Co /a
illustrate Components s Noted and Details as
Applicable:
Wocctoddng. Gutter, Edge Termination. Stripping. Fig
Continuous heat, Cant Strip, Base Flashing, Counter -
Flashing, Coping, Etc.
Indicate: Mean Roof Height, Parapet Height, Height of Base
Flashing, Component Material, Material Thickness. Fastene
Type, Fastener Spacing or Submit
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Mean
Roof
Height.
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE 'SF ACCEPTANCE (NOA)
CertainTeed Corporation (PA)
1400 Union Meeting Road, P.O. ox 1100
Blue Bell, PA 19422
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 BCCO (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. BCCO reserves the right to revoke
this acceptance, if it is determined by :CCO 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: CertainTeed Conventional Built -Up -Roof Systems 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.
INSPECT!'` N: 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. 08- 0227.07 and consists of pages 1 through 16.
The submitted documentation was reviewed by Jorge L. Acebo.
NOA No.: 08- 0410.07
Expiration Date: 06/19/13
Approval Date: 10/30/08
Page 1 of 16
ROOFING ASSE ar:;LY APPROVAL
Catesory:
Saab- Category:
Material:
Deck Tvpe:
Maximum Design Pressure
TRADE NAMES OF PRO
Product
All Weather/Empire
Base Sheet
Flintglas' Mineral
Surfaced Cap Sheet
Flintglas® Mineral
Surfaced Cap CoolStar
Flintglas® Ply Sheet
Type IV or VI
Flex- I -Glas or Flex -I-
Glas FR Base Sheet
G1asBaseTm !rase
Sheet
No. 15 Perforated Felt
Yosemite® Buffer
Base Sheet
Black Diamondrm
Base Sheet
AP-PROVED v,
Roofing
Built -Up Roofing
Fiberglass
Wood
-60 psf
UCTS MANUFACTURED OR LABELE
TA LE 1
Test
Dimensions Specification
36" x 65'10";
Roll weight: 86 lbs.
( squares)
36" X 32'10"; ASTM 3909
Roll Weight 78 lbs.
(1 square)
36" X 32' 10 ";
Roll Weight: 78 lbs.
(1 square)
36 "x164'7 ";
Roll weight 40/55 lbs.
( squares)
36" x 98'9";
Roll weight: 90 lbs.
(3 squares)
36" x 98'9 ";
Roll weight 69 lbs.
(3 squares)
36" x 144',
Roll weight: 90 lbs.
(4 square)
36" x 32'10";
Roll weight: lbs.
(1 square)
36 "x68 ;Roll
weight: 78 lbs.
(2 squares)
ASTM D 3909
ASTMD2178
Type W or VI
1 LTypeG1
ASTM D 5147
ASTM D 4601
UL Type G2
BY APPLICANT:
Product
Description
ASTM D 4601 Asphalt coated, fiberglass reinforced base
Type II sheet.
UL Type 15
Asphalt impregnated and coated
inorganic glass fiber surfaced with
mineral granules used as the top ply in
conventional built -up roof membranes.
Asphalt impregnated and coated
inorganic glass fiber surfaced with
mineral granules used as the top ply in
conventional built-up roof membranes.
Covered with reflective CoolStar
Coating.
Fiberglass, asphalt impregnated ply sheet.
SBS Modified, fiberglass reinforced base
sheet.
Asphalt coated, fiberglass base sheet.
Organic asphalt saturated felt.
ASTM D 226
Type I
ASTM 3909 Mineral Surfaced fiberglass reinforced
AST 4897 bu er sheet.
UL Type 30
ASTM D 1970 Self-adhering fiberglass reinforced
modified bitumen base sheet
NOA No.: 08- 0410.07
Expiration Date: 06/19/13
Approval Date: 10/30/08
Page 2 of 16
APPROVED INSULATIONS:
Product Name
FlintBoard ISO
ACFoam II
ISO 95+
High Density Wood Fiberboard
Perlite Insulation
H- Shield
Dens -Deck, Dens -Deck Prime
ENRGY -3, UltraGard Gold, PSI-25
Fesco Board
Multi -Max, FA
APPROVED FASTENERS:
Fastener Product
Number Name - -
1. #12 & #14 Dekfast
Fastener
2. Dekfast Hex Plate
3. Dekfast Lock Plate
4. #12 & #14 Roofgrip
Fasteners
5. AccuTrac Hextra
Fasteners
6. Metal Plate
7. Gearlok Plastic Plate
8. UltraFast
9. UltraFast ASAP
TABLE 2
Prod ':ct Description
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Wood fiber insulation board
Perlite insulation board
Polyisocyanurate foam insulation
Water resistant gypsum board
Polyisocyanurate foam insulation
Expanded mineral fiber insulation
Polyisocyanurate foam insulation
TABLE 3
Product Manufacturer
Description Dimensions (With Current NOA)
Insulation fastener SFS Intec
Galvalume AZ50 steel plate 2 x 3 'A"
Polypropylene plate
Insulation fastener for wood
and steel.
Insulation fastener for wood
and steel
Galvalume stress plate.
Polypropylene round plate
Insulation fastener for wood
and steel.
Pre - assembled Insulation
fastener and plate
3 "x3
3" round
3" square
3.2"
Manufacturer
(With Current NOA)
CertainTeed
Atlas Energy Products
Firestone Building
Products, Inc.
generic
generic
Hunter Panels, LLC
G -P Gypsum Corp.
Johns Manville
Johns Manville
RMax, Inc.
SFS Intec
SFS Intec
OMG
OMG
OMG
OMG
Johns Manville
Johns Manville
NOA No.: 08-0410.07
Expiration Date: 06/19/13
Approval Date: 10/30/08
Page 3 of 16
APPROVED FASTENERS:
Fastener Product
Number Naiue
10. UltraFast Metal Plate
11. UltraFast Plastic Plate
12. Olympic Fastener #12 &
#14
13. Olympic Standard
14. Insul-Fixx Fastener
15. Insul -Fixx S Plate
16. Tru -Fast Fasteners
17. Tru -Fast MP -3
18. Tru -Fast Plates
19. Tru -Fast Plates
EVIDENCE SUBMITTED:
Test Aneaev/Identifier
Applied Research Laboratories
TrinitylERD
Momentum Technologies, Inc.
Factory Mutual Research Corp.
Underwriters Laboratories, Inc.
United States Testing Company
TABLE 3
u4 net
Description
Galvalume AZ55 steel plate
Hi Density Polyolefn
round plate
Insulation fastener
Galvalume AZ50 steel plate
Insulation fastener for steel
and wood decks
Galvalume AZ50 steel plate
Insulation fastener for wood
and steel decks
Galvalume AZ50 steel plate
Galvalume AZ55 steel plate
Polyethylene plastic plate
Name
Physical Properties
TAS 117 )
FM 4470, TAS 114
TAS 117 (8)
TAS 117 : )/ ASTM D 6862
FM 4470, TAS 114
ASTM Requirements
ASTM ' 4601
ASTM 3909/ D 4897
FMRC 4470
FMRC 4454
FMRC 4470
FMRC 4470
UL 790
ASTM ' 5147
ASTM D 5147
Dimensions
3" square &
3" round
3" round
3" round
3" round
3" round
3" round
3" round
Report
28013
3503.I0.06
3521.07.04
06490.04.07 -R1
C8500SC.11.07
C8370.08.08
C10080.09.08
AX31G8D
AX31G8C
J.I. #3Y8A1.AM
J.I.0D3A3.AM
J.Y. 2DOAO.AM
J.Y. 1D7A4.AM
R11656
97457 -4
97- 457 -2R
Manufacturer
(With Current NOA)
Johns Manville
Johns Manville
OMG
OMG
SFS Intec
SFS Intec
The Tru Fast Corp.
The Tru -Fast Corp.
The Tru -Fast Corp.
The Tru -Fast Corp.
ate
06/02/87
06/02/87
10/10/06
10/26/07
06/27/07
11/30/07
08/19/08
09/04/08
09/05/08
09/05/08
03/23/96
04/04/97
12/23/98
11/09/98
07/13/87
06/03/88
12/02/87
NOA No.: 08- 0410.07
Expiration Date: 06/19/13
Approval Date: 10/30/08
Page 4 of 16
Deck Type 1: Wood, Non - Insulated -
Deck Description: 19 /32" or greater plywood or wood plank
System Type E(2): Base sheet mechanically attached.
All General and Systems Ling' mutations apply.
Base Sheet All Weather/Empire Base Sheet, GlasBase base sheet or Flintglas Premium Ply
Sheet mechanically attached as detailed below:
Fastening: Base sheet shall be lapped 4" and fastened with 11 ga. annular ring shank nails and
approved tin caps 8 "o.c. in the lap and three rows staggered in the center of the
sheet 8 "o.c.
Ply Sheet Two or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet
(Type VI) or #15 Asphalt Perforated Felt ply sheet adhered in a full mopping of
approved asphalt at an application rate of 20 -35 lbsJsq.
Cap Sheet: (Optional) One ply of FIintg'ac Mineral Surface cap sheet or Flintglas Mineral
Surfaced Cap CoolStar adhered in a full mopping of approved asphalt at an
application rate of 20- 35lbs.sq.
Surfacing. (Required if no cap sheet is used) Install one of the following:
1. Gravel or slag applied at 4001bJsq. and 300 lbJsq. respectively in a flood coat
of approved asphalt at 60 lb./sq.
2. A two part coating consisting of a base coat of Static Asphalt Fibered
Emulsion at rate of 3 gal./sq. or Monoformi compound; surfaced with 1 gal./sq.
Sta Kool non- fibered aluminum coating or fibered APOC No. 212.
Maximum Design
Pressure: -52.5 psf. (See General Limitation #7)
NOA No.: 08- 0410.07
Expiration !►' 06/19/13
Approval Date: 10/30/08
Page 14 of 16
Woo DECK SYSTEM LIIMTATIONS:
I . 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 20-40 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 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 s r 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 Iess 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 bo 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 national analysis, nor extrapolation shall be permitted for
enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners).
(When this limitation is specifically referred within this NOA, General Limitation #7 will not be
applicable.)
END OF THIS ACCEPTANCE
NOA No.: 08- 0410.07
Expiration Date: 06/19/13
Approval Date: 10/30/08
Page 16 off 16
CERTAINTEED CORP
ROOFING PRODUCTS GROUP
1400 UNION MEETING RD
PO BOX 1100
BLUE ELL, PA 19422 USA
1. Deck: NC
*All joints blocked.
Base Sheet:
Sheet ".
Surfacing:
3. Deck: NC
Base Sheet:
Surfacing:
4. Deck: NC
Insulation:
Base Sheet:
ASPHALT FELT SYSTEMS wall =. OT ROOFING ASPHALT
Class A
cline: 3
Base Sheet: — Type 02 Glasbase.
Ply Sheet: — Type 01 Flintglas or Type 02 Glasbase.
Surfaci g: — Gravel or slag.
2. Deck: C- 15/16* Incline: 1/2
R11656
— Two layers Type 02 " Glasbase" base sheet or Type G -1 " Flintglas Ply
— Type 03 " Flintglas Mineral Surfaced ".
Incline: 3
— Two layers Type 15 All Weather/Empire.
— Gravel or slag.
Incline: 3
— Polyisocyanurate, mechanically fastened or hot mopped, any thickness.
— Two to five plies Type 15 asphalt organic or Type G2 asphalt glass hot
mopped.
Surfacing: — Gravel.
5. Deck: C 15/32 Incline: 3
Insulation: — Polyisocyanurate 1 in. min., mechanically fastened or hot mopped.
Base Sheet: — Three plies Type 15 asphalt saturated organic felt (perforated) hot
mopped with hot roofing asphalt.
Surfacing: — Gravel.
6. Deck: C -15/32 • Incline: 3
Vapor Retarder (Optional): — Type 02 " Glasbase" or UL Classified vapor retarder.
.I,s �'o ji.�,ptco R — One or more layers or combination of the following:
-� ngn4- _ sorcy_ " a3y at'e te, glass fiber or wood fiber, any thickness.
n��t'1~�
Aare :Sheet — "hype 02 " Glasbase" base sheet.
.3ny. Sheptsn 7 - ." ci., three layers of Type G1 " Flintglas" ply sheet or Type G -2
°Glasbase"base sheet.
Grave S1ag;-
a
7. Deck: C -15/32 Incline: 3
Vapor Retarder ( ptional): — Type 02 "GlaiSase" or UL Classified vapor retarder.
Insulation (Optio ' al): — One or more layers or combination of the following:
Polyisocyanurate, perlite, glass fiber or wood fiber, any thickness.
Me brave: — Three or four layers of Type G1 "Flintglas" ply sheet.
Surfacing: — Gravel or slag.
8. Deck: 2 -15/32 Incline: 1
Vapor Retarder (Optional): — Type G2 "Glasbase" or UL, Classified vapor retarder.
Insulation (Optional): — One or more layers or combination of the following:
Pblyisocyanurate, perlite, glass fiber or wood fiber.
Base Sheet: — One layer Type G2 "Glasbase" base sheet.
Ply Sheets: — Two layers Type G1 "Flintglas" ply sheet.
C Sheet: -- One layer Type 03 "Flintglas" cap sheet.
eck: NC Incline: 1/2
Insulation (Option ; ): — One or more layers or combination of the following: Johns
Manville "ENRGY 3 ", polyisocyanurate, perlite, glass fiber or wood fiber, any thickness.
ase Sheet: — Two layers Type G2 "Glasbase" base sheet or Type 01 " Flintglas Ply
Sheet ".
Surfacing: — Type G3 "Flintglas Mineral Surfaced ".
SECTION R4402.13
HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
R4402.13.1 Scope. As it pertains to the section, 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 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 ant the
contractor. The owner's initial in the designated space indicates that the item has been explained.
1. P f7 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 aoreerA between the owner and the contractor.
2. 1 Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be
renaiied in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior
ovi the existing roof system).
3. 1 Common roofs: Common roofs are those which have no visible delineation between neighboring
units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or
o r s Id notify the occupants of adjacent units of roofing to be performed.
of the roof decking
Exposed Ceiling: Exposed, open beam ceilings are where the underside can
P 9 P Pe 9
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 acceptable. This provides the option of maintaining the
ap
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. Pounding can be an indication of structural
distress and may require the review of a professional structural engineer. Pounding may shorten the life
expectancy and performance of the new roofing system. Pounding conditions may not be evident until the
origi r fing system is removed. Pounding conditions should be corrected.
Overflow 6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof 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
ac azoi with the requirements of Sections R4402, R4403 and R4413.
7. Ventilation: Most roof structures should have some ability to vent natural airflow 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 venting which can result in extending the service life of the
roo
1 Swner/Agent's Signature Date Contractor Signature
Revised on 7/9/2009 LD
Date