RF-11-417Inspection Number: INSP - 157006 Permit Number: RF -3 -11 -417
Scheduled Inspection Date: April 29, 2011
Inspector: Bruhn, Norman
Owner:
Job Address: 555 NE 87 Street
Miami Shores, FL
Project: <NONE>
Contractor: DALEY ROOFING INC
Building Department Comments
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Flat
Phone Number
Parcel Number 1132060200970
Phone: (305)754 -9892
RE -ROOF FLAT ROOF
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
April 28, 2011
For Inspections please call: (305)762 - 4949
Page 8 of 16
3j1011-
BUILDING
PERMIT APPLICATION
FBC 2004
Permit Type (circle): Building / Owner's Name (Fee Simple Titleholder) it /J v / jC.ta /AJ` /S Phone #
Owner's Address /5/5 4/t't
City / / State 4 Zip - 3J
Tenant/Lessee Name Phone #
Job Address (where the work is being done) 555 /L (9 `v "1
City Miami Shores Village County Miami -Dade Zip 33/
FOLIO / PARCEL # -32o to - '00 2 0 _ -70
Is Building Historically Designated YES NO //".
Contractor's Company Name ) /Ley /Z O i'/ j /A)C-- Phone # 305 75V 9(12
Contractor's Address '7( ALE /c la p
City /1.-//1.-///1124/ i //9?/ . ,1—CTS State Zip 33)30
Qualifier Name b/41\/ / 691-614 Phone #
State Certificate or Registration No. �5-t%t J / I �J Certificate of Competency No.
Architect/Engineer's Name (if applicable) Phone #
Value of Work For this Permit $ c q, 76v
Type of Work: ❑Addition
Describe Work:
❑Alteration ❑New
t
L i
: * : * * ** * * * * * * * ** * * * * * * * ** * ***
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
X Repair/Replace
MAR 082011 iI
Permit No. C 1 1 9 „ 1 - 1
Master Permit No.
04 32(' 9,301
Square / Linear Footage Of Work: J 024. -S(r.
❑ Demolition
* * * * * * ** F * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Submittal Fee $ Permit Fee $ ®� CCF $ CO /CC
Notary $ Training/Education Fee $ Technology Fee $
Scanning $ Radon $ DPBR $ Zoning $
Bond $ Code Enforcement $ Double Fee $
Structural Review. $ Total Fee Now Due $
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 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 !°
Owner or Agent
The foregoing instrument was acknowledged before me
day of 20J_, by ;" ‘'
who is personally known tome or who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
(Revised 07/10/07)
„
OTARY FL'BLI -FATE OF FLORIDA
Signature
Contractor
The foregoing instrument was acknowledged before me this
day of Nl A RCN , 20 1 1 , by
who is personally known to me or who has produced
as identificatiorondti ►o /1} }d take an oath.
NOTARY PUBL
\ \\ Ere
Sign: ' : � ` ' � Sign: '� _
Print: t �� It�..,,� 1, t Print: ��������g�ti �� •
My Commission Expires: `u~+' ;Commission #DD632826 My Commission Expires:' / /, ��� S TA T E �� , �
,,,, , ,,. Expires: FEB. 24, 2011 //
APPLICATION APPROVED BY: -F /V ` Plans Examiner
Engineer
Zoning
NOTICE OF COMMENCEMENT
A iUECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT Nate 3 -//- ` I irAX 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:
2. Description of improvement - J i 9T goof
3.Owner(s) name and address:
Interest *in .property:
Name and address of fee simple titleholder:
4. Contractor's name, address.and phone number
Section 71.3.13(1)(a)7., Florida Statutes,
Name, address and phone number.
Signatures) of Owrif Own Owner(s)' Authocer /Director/Partner/Manager ,
Prepared By , - ��i- _ Prepared By • r
Print Name-
.+�G R• l Z- 2 - Print Name > 1 L'.'
Title/Office 1/c Title/Office
STATE OF FLORIDA
COUNTY OF MIAMI -DADE fd
The foregoing insti was ackn wledged before me this l4 ay of
By . .l0 !-�i�t t G4`�K00' • `Z
�i or [211 as for
U6 Personally known, or 11 produced the following type of identlflcatio
Signature of Notary Public:
Print Name:
(SEAL)
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.
, ,,,,,,, Expires: FEB. 24, 2011
BONDED THRUATLANTIC BONDING CO, INC.
Signature(s) of Owner(s) or Owner(s)'s 1' d Officer/ Director /Partner/Manager who signed above:
By
NOTARY PUBLIC. STATE OF FLORIDA
/ ' 4.
'° G. Budwick
I,� :ComE. mission #DD632826
1111111111111111111111111111111111
CFN 2O11R01 7a 6
OR Bk 27622 Fs 0107; Ups)
RECORDED 03/18/2011 12:20:22
HARVEY RUVIW, CLERK OF COURT
I°IIAI`1I —DACE COUNTY? FLORIDA
LAST PAGE
Space above reserved for use of rig office
.
!N
� 75� qtql.
5. Surety. (Payment bond required by owner from contractor, ff any)
Name, address and phone number.
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
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, address and phone number. A J 1
9. Expiration date of this Notice of Commencement:
(the expiration . date Is 1 year from the date of recording unless a different dateis spy
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 - ; 's
FiRST INSPECTION. iF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMM " - " • -
OR RECORDING YOUR NOTICE OF COMMENCEMENT.
w
3
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
on
SUBJECT TO COMPLIANCE WITH ALL FEDERAL
TE AND COUNTY RULES AND REGULATIONS
Florida Building Code Edition
High - Velocity Hurricane Zone Uniform Permit AppU
Master Permit No oy�l � Process No
Contractor's Name 0446 �® /t�67 / C '
Job Address 5 t7 spr
°
NdLow Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tile MAR 0 82011
❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles /Shakes 8
Shingles
❑ Prescriptive BUR -RAS 160
ROOF TYPE
❑ New Roof ❑ Reroofing ❑ Recovering
ROOF SYSTEM
INFORMATION
❑ Repair 0 Maintenance
Low Slope Roof Area (SF)S2030 Steep Sloped Roof Area (SF) Total (SF)
boo
,Sertinn R (Rnnf 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 dimensions of elevated pressure zones and location of
parapets•
Notice of Asbestos Form
Type of Notice (check one)
igr ORIGINAL ❑ REVISED ❑ CANCELLATION 0 COURTESY
Type of Project ❑ DEMOLITION 0 RENOVATION It ROOFING
0 ROOF OVERLAY (NO EXISTING ROOF MATERIAL TO BE DISTURBED)
L Facility Name:
Address
City
Site
Building Size
Prior Use:
Present Use:
Florida Department of
Environmental Protection
Division of Air Resource Management
NOTICE 's: , F ; /) VATION OR DEMOLITION
IF DEMOLITION, WAS IT AN ORDERED DEMOLITION
IF RENOVATION:
IS IT AN EMERGENCY RENOVATION OPERATION?
IS IT A PLANNED RENOVATION OPERATION?
N1i3i S 1+p jL
M
11. Facility Owner:
Address
City
III. Contractor's Name:
State
(Square feet.) No. of Floors
❑ School/College/Univ. ❑ Residence
❑ School/College/Univ. 0 Residence
Surveyed by..
Zip�l�✓�1
PAD V 1-F0 L aw s
M
State
MIAMMAID
Ori
"Delivering Excellence Every Day"
Division of Environmental Resource Management
Air Section
701 N.W. First Court Sth Floor
Miami, Florida 33130 -1540
❑ YES ❑ NO
❑ YES ❑ NO
❑ YES ❑ NO
Age in Years
❑ Small Business
❑ Small Business Other
Phone No. -ri-
Zi
File #
Process #
• County
Phone No.,4 I- - '
Address 1 . 7 k ift. 1 ot,,,, s
City M ifavi I 51+0 State . _. a I Z' • i t
Florida License # (FM-M7 Is the contr. exempt from li licensure under section 469.002(4) F.S. ❑ YES
1 -
1
Other
Tern
NO
Notice of Asbestos Form
IV. Scheduled Dates:
Asbestos Removal ( mm/dd/yy): Start Date / / Finish Date
Demo/Renovation (mm/dd/yy): Start Date f l / / fl Finish Date f / D / D
V. Procedures to be used (Check All That Apply):
❑ Strip & Removal ❑ Glove Bag ❑ Bulldozer ❑ Wrecking Ball ❑ Wet Method ❑ *Dry Method ❑ Explode ❑ Bum Down
Other 1� I * MUST OBTAIN PRIOR DEP APPROVAL BEFORE USING A DRY METHOD
VL Procedures for Unexpected RACM:
VII. Asbestos Waste Transporter: Name, Phone No
Zip
City
VIII. Waste Disposal Site Name: Class
Address
IX. Amount of RACM or ACM
Square feet of surfacing material
Linear feet of pipe
Cubic feet of RACM off facility components
Square feet of cementitious material
Square feet of resilient flooring
Square feet of roofing
I certify that the above information is correct and that an individual trained in the provisions of this reguladon (40CFR Part 61,
Subpart Al) will be on -site during the demolition or renovation and evidence that the required training has been accomplished by
this person will be available for inspection during normal business hours.
an of Owner / Operator / PRINT or TYPE
Signature of Owner / Operator
DERM USE ONLY: Postmark / Date Received l l /El in
PLAN REVIEW
HNAL
PP OVAL
DEPARTMENT OF ENVIRONMENTAL
RESOURCE MANAGEMENT
Ci
CORE REVIEWER (PRIM).
SIGNATURE L / DATE a it I
State
Date
lLJ
S
X. Additional Comments
Signed
Contact Ph.
Mec/c* (Yo2 ¢,
o4o
Itp IAWI1 -DADS D.E.R.M.
AIM QUALITY MANAGEMENT DIVISION
This i3 to certify that the required
Notification(s) Regarding asbestos have been
submitted in Com.liance with
olio- - regula s
FIU In specific roof assembly components
and Identify manufacturer
(If a component is not used, Identify as "NA ")
System Manufacturer: £ r
Product Approval No. *9y d dgL/, co) . Z
Design Wind Pressures, From RAS 128 or Calculations:
Pmax1; 5 , Pmax2: Si 1 Pmax3: l 3I
Max. Design Pressure, from the spo Product
Approval system.
Deck.
" WWQ
Gauge/Thickness: Nil rf
ruw
Slope:
Anchor/Base Sheet & No. of Ply(s):
Anchor/Base Sheet Fastener/Bondi "Material:
Insulation Base Layer:
Base Insulation Size an Witness:
Base insulation /Bonding Material:
Top insulati, Layer.
Top 1 , atlon Size and Thickness:
To insulation Fastener/Bonding Material:
Base Sheet(s) & No. of Ply(s): 1 D !
Bt t a M erifti ttatt ng ! 'f1�LAS
Ply Sheet(s) & No. of Ply(s):
Ply Sheet Fastener/Bonding Material: e i tl
Top Ply: i O I>7 ( 3 �'I(✓
Top Ply Fastener/Bonding Ma
FLORIDA BUILDING CODE — BUILDING
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2004
High- Velocity Hurricane Zone Uniform Permit Application Form.
Surfacing: 1(4#
Fastener Spacing for Anchor/Base Sheet Attachment:
Field: 7" oc Q Lap, 11 Rows ? @ q " oc
Perimeter. " oc 0 Lap, 8 Rows 0 " oc
Conner: " oc 0 Lap, # Rows K e W " oc
Number of Fasteners Per insulation Board:
Field Perimeter Comer
Illustrate Components Noted and Details as
Applicable:
Woodbiocking, Gutter, Edge Termination, Stripping, Flashing,
Continuous Cleat, Cant Strip, Base Flashing, Counter
Ong; Etc:
Indicate: Mean Roof Height, Parapet Height, Height of Base
Flashing, Component Material, Material Thickness, Fastener
'type, Fastener Spacing or Submit
1523
Roof System Manufacturer:
Notice of Acceptance Number:
CaMinimum ti Design Wind Pressures, If Applicable (From RAS 127 or
lcula
P1: P2: P3:
Maximum Design Pressure
(From the Product Approval Specific System):
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Roof Slope:
: 12
Ridge Ventilation?
Mean Roof Height
Deck type:
Type Underlayment
Insulation:
Fire Barrier:
Fastener Type & Spacing:
Adhesive Type:
15.34
Florida Building Code Edition 2004
High-Velocity Hurricane Zone Uniform Permit Application Fpm:
Section D. (Steep Sloped Roof System)
FLORIDA BUILDING CODE -- BUILDING
0
M I A M bD MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603
PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563
(305) 3152901 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 Florida Building
Code and the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: GAF RUBEROID Modified Bitumen Roof System for Wood Decks.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state
and following statement "Miami -Dade County Product Control Approved", unless otherwise noted
herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has
been no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration 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. 07- 1203.01 and consists of pages 1 through 31.
The submitted documentation was reviewed by Jorge L. Acebo.
APPROVED!
NOA No.: 09- 0224.01
Expiration Date: 11/06/13
Approval Date: 04/08/09
Page 1 of 31
Membrane Type: APP /SBS Heat Weld
Deck Type 1: Wood, Non - insulated
Deck Description: 19 / 32 " or greater plywood or wood plank decks
System Type E(2): Base sheet mechanically fastened.
All General and System Limitations shall apply.
lire Barrier: FireOutTM Fire Barrier Coating, VersaShield Asphaltic F -Based
(optional) Underlayment or SecurockTM.
Base sheet: GAFGLAS #80 ULTIMATM Base Sheet, STRATAVENT EliminatorThl
Nai'able, RUBEROID Modified Base Sheet, RUBEROID MOP Smooth,
RUBEROID 20, RUBEROID SBS Heat- WeIdTM Smooth or RUBEROID SBS
Heat-Weld 25 base sheet mechanically fastened to deck as described below•,
Fastening Options- GAFGLAS Ply 4, GAFGLAS Flex PIyTM 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 -- 4Spsf, See General Limitation #7V
GAFGLAS Ply 4, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any
of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15
Screws and 3" Drill-TecTM steel plate or Drill -TecTM AccuTrac Pla 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.
Maim= Design Pressure — 45 psf, See General Limkation #7)
GAFGLAS Flex PlyTM 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 S2S psf, See General Limitation #7)
GAFGLAS #80 ULTIMATM, RUBEROID ® 20, RUBEROID Mop Smooth, base
sheet attached to deck with approved annular ring shank nails and tin caps at a
fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the
field.
(Maximum Design Pressure — 60 psf, See General Lion #7)
GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with
Drill-Teen" #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or
Drill -TecTM AccuTrac 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.
(Mai:imum Design Pressure — 60 psf, See General Limon #7)
Any of above Base sheets attached to deck approved annular ring shank nails and
3" inverted Drill -TecTM insulation plates at a fastener spacing of 9" o.c. at the 4"
lap staggered in two rows 9" in the field.
( Maximum Design Pressure -60 pay; See General Lhnjion #7)
NOA No.: 09-0224.01
Expiration Date: 11/06/13
Approval Date: 04/08/09
Page 29 of 31
GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with
Drill -Term #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or
Drill -TecTM AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap.
The other rows are equally spaced approximately 9" o.c. in the field of the sheet.
(Maximum Design Pressure - 75 psf, See General Limon #7J
Ply Sheet: (Optional except over RUBEROID Modified Base Sheet, RUBEROID MOP
Smooth, RUBEROID 20, RUBEROID SBS Heat WekdTM Smooth or
RUBEROID SBS Heat- WeIdTM) One or more plies GAFGLAS PLY 4 or
GAFGLAS Flex PIyh 6 sheet adhered in a full mopping of approved asphalt
applied within the EVT range and at a rate Of 20- 40lbssq. or RUBEROID Torch
Smooth torch applied according to manufacturer's application instructions.
Membrane: One ply of RUBEROID Torch Smooth, RUBEROID Torch Granule, Roof
Match"' APP Torch Granule, RUBEROID EnergyCapTM Torch Granule FR,
RUBEROID Torch Plus Granule, RUBEROID EnergyCapm Torch Plus FR, or
RUBEROID Torch FR torch applied according to manufacturer's application
instructions.
Or
One or more plies of RUBEROID SBS Heat We1dTM PLUS, RUBEROID SBS
Heat We1dTM PLUS FR, RUBEROID SBS Heat-Weld"( 170 FR, RUBEROID
EnergyCapTM SBS HeatWeldTM Plus FR, RUBEROID SBS Heat- WeldTh,
RUBEROID SBS Heat We1dT' Smooth, RUBEROID ULTRACLAD SBS
and RUBEROID SBS Heat- Weld"( 25 applied according to manufacturer's
application instructions.
Surfacing: (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top
membrane) Install one of the following
1. Gravel or slag applied at 400lbssq. and 300 lbs.sq. respectively in a flood
coat of approved asphalt at 60 lbsfsq. or applied in a flood coat of Leak
Buster"' MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal./sq.
2. GAFGLAS Mineral Surfaced Cap Sheet, GAFGLAS Energy Cap Mineral
Surfaced Capsheet adhered in a full mopping of approved asphalt applied
within the EVT range and at a rate of 20- 401bsJsq.
3. Leak BusterTM Matrix"' 303 Premium Fibered Aluminum Roof Coating, at
1.5 gal./sq.
4. Leak Buster"' Matrix"' 715, Leak BuSterTM MatrixTM 322, TOPCOAT
MB +, TOPCOAT Fireshield Elastomeric Roofing Membrane, applied at 1 to
1.5 gal./sq.
5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane,
EnergyCote roof coating applied at 1 to 1.5 galJsq.
6. TOPCOAT Surface Seal, TOPCOAT Fireshield SB Solvent based
Elastomeric Roofing Membrane applied at lto 1.5 gal./sq
7. Advance Green Technologies Photovoltaic Laminate solar energy collector
auxiliary roof equipment installed in compliance with manufacturer's
specifications and applicable Building Codes.
Maximum Design
Pressure:
i APPROVED 1
See Fastening Above
NOA No.: 09- 0224.01
Expiration Date: 11/06/13
Approval Date: 04/08/09
Page 30 of 31
WOOD DECK SYSTEM LIMITATIONS:
1 A slip shat is required with Ply 4 and Flex Ply ' 6 when used as a mechanically fastened base or anchor
sheet.
2. Minimum 'A" Dens Deck or 'A" 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 side lap and one down the center of the sheet allowing a continuous area of
ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon
to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq.
Note: Spot attached systems shall be limited to a maximum design pressure of - 45 pst
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 2751bf. insulation attachment shall not be acceptable.
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a
minimum fastener resistance value in conjunction with the maximum design value listed within a specific
system. Should the fastener resistance be less than that required, as determined by the Building Official, a
revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or
Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal
resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with
Roofing Application Standard RAS 117.
7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas.
Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with
Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered
Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is
specifically referred within this NOA, General Limitation #9 will not be applicable.)
8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall
conform to Roofing Application Standard RAS 111 and applicable wind load requirements.
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field,
perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced
fastening at enhanced pressure vanes (i.e. perimeters, extended comers and corners). (When this limitation
is specifically referred within this NOA, General Limitation #7 will not be applicable.)
10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code
and Rule 9B-72 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
NOA No.: 09- 0224.01
Expiration Date: 11/06/13
Approval Date: 04/08/09
Page 31 of 31
•
TGFU,R1305 - Rooting Systems
Primer: — "Fire Our applied at 1- 0e1
Base Sheet — One ply Type 02 "GAFGLAS d75 ease Sheet", or ern -Pit #75 Base Sheet ", me:hantcally fastened.
Membrane: — "Ruberoid Torch Granule cr - Rubermd Torch Granule 1" or "Reberaid Torch Granule Piss" or "Rubel J4 Torch FR" heat
fused.
50. Dealer C -15/32 1redMet 1/2
51. Dade NC Inclirne: 1/2
Insulatton (Optianal)r Min 1/2 M. wood fiber, mechanically fastened.
Sap Sheet (Optienal)t -1 ply "StormSafe" mechanically fastened.
Base Sheens — One ply "Liberty $B$ Self - Adhering Base/Ply Sheet° or "Ruberoid SA Base/Ply Sheet" self adhered.
Membrane: — One ply "Ruberold SBS Heat Weld 170 FR' or "Ruberold 30 FR" or `Rub:mold EnergyCap SBS 30 FR' or "Rube:fold SBS
Heat Weld Pius FR" heat fused.
52. Deck: C-15/33 Incline: 1/2
53, Deck: NC borne: 1
56. Vedas NC
Printer: -- "Fire Out" applied at 1- Dal /1004:
Ba a tt — One ply Type 02 "6AFGL 4S ar75 Rase Sheet ", or "TrI -Ply #75 Base Sheet ", mechanically fastened.
Fly Sheet (Optionsal)r — One ply Type G1 or Type G2 mechanically fastened.
Membrane: — ° Ruberoid Torch Granute#"or "RuDereld Torch Granule 1"or °Rub/void Torch Granule Plus "or "Ruberoid Torch FR° heat
fused.
Insulation (Optimal): — Any UL Oassified, any thickness, mechanically fastened.
Barrier Board: — minimum 1 /2 -in. thine annum board or minimum t t4 -in. thick G -p Gypsum Corp - 0ensbeck ® Roofboard" or
"DenaDeck Prime@ Roofbeard" or "DensDeck DuraGuard ' knofboard" mechanically fastened.
Bate Sheet: — One ply "Liberty 555 Self- Adhering lase/Ply Sheer or "Ruberoid SA Base/Ply Sheet" eelf adhered.
Membrane: — One oly "Ruberoid SBS Herat Weld 170 FR° or "Ruberold 30 FR" or - Ruberold Energyeap SW 30 FR' er "Rubyroid S55
Heat Weld Pius FR" heat fused.
Primer — °Fire Out applied at 1- gel/10O -ft
Base Sheet (Optional): — One ply "iibetty MA Base Sheer, mechanically fastened.
Ply Sliest: — One ply "Lbety SBS Self Adhering Base/Ply Sheol" or "Ruberotd SA Sase/Piy Sheet" self adhered
Cap Sheet: — One ply "Liborte FR 655 5eif- Adhering FR Cao Sheet° or "Reberotd SA Cap FR sneer self adhered.
54. Deck: C -15/32 Incline: 1/2
Primer: — "Fire Our apses at 1- gal /100 -ft
Slip Sheet (Optional): — 1 ply "StormSafe" mechanically fastened.
Base Sheet (Optional): — One ply "Liberty MA Base Shed", r ecnen easy fastened.
Ply Sheen -- One ply "Liberty 58S Self- Adhering Bose/Ply Sheet or "Ruberoid SA Base/Ply Sheet" self adhered.
Cap Sheet — One ply "Liberty FR S85 gel-Adhering FR Cap Sheet' er "Rube«roid SA Cap FR Sheaf" self adhered.
55. Dents NC Eridlrtc: 1.
Znsuiatien (Optional): — Peritce, fiber glass, poiyisocyanurete, urethane or patina /polyisocyanurate composite, offset 6 -in. from
joints.
Base Simian — One or mere plies Type 62 "GAIrGL?S *75 ease Sheet", or "Tri -Ply *75 Base Sheet', or Type 63 "GAFGLAS Mineral
Surfaced Cap Sheet", or `Tri -Ply Mineral Surfaced Cep Sheet ", hot mopped or mechanlealiy fastened.
Ply Sheet (Optional): — One or more plies Type 61, hot mopped In piece.
Membrane: — One ply °Ruberald Torch Smooth' or "Ruberald Mop Smooth ".
Membrane: — One ply "Rubeerid Mop Flt ".
Inclines 1
In Melee (Optional): — Polyiaoeyanurate, wood fiber, per glass fiber, nhy thickness, hot mopped or mechanically fastened
Base Sheets — One or more piles Type 62 "GAFGLAS *75 Seta Sheet ", sr °TrI-PIy *75 Sase Sheet ", mechanically fastened.
Ply Sleet a — One or more pnea "Ruberold 20 ", hot mapped in piece.
Membrane: — one ply "Ruberoid 585 H - ua FR" or ` _ _ R" heat welded in place.
57. Dena: C -15/32 Inclines 1/2
Base Sheet: — Tyro or more plies TYpe 62 "CAFCLAS *75 base Sheet" or "Tri -Pty *75 Base Sheol", mechanically fastened.
Membrane: -- One ply "Rube raid SBS Heat liteId Pius FR" or "Ruberoad SBS Heat Weld 170 FR" heat wehled In piece.
Page 14 of 4a
SECTION 84402.13
HIGH VELOCITY HURRICANE ZONES m 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 govern 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. !o' ' . 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. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be
renaited in accordance with the current provisions of Section R4403. (The roof deck Is usually concealed prior
to removing the existing roof system).
3. 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
owner should notify the occupants of adjacent units of roofing to be performed.
4. Exposed Ceiling: 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
penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the
appearance.
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
original roofing system is removed. Pounding conditions should be corrected.
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
accordance 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
roof.
Owner /Agent's Signature Date
Revised on 7/9/20091.0
0 h/,
Contractor Signature Date