RF-10-1660Inspection Number: INSP- 151400 Permit Number: RF -9 -10 -1660
Scheduled Inspection Date: November 23, 2010
Inspector: Bruhn, Norman
Owner: AVILA, DUBY
Job Address: 45 NW 103 Street
Miami Shores, FL 33138-
Project: <NONE>
Contractor: I84M ROOFING
Building Department Comments
REMOVE EXISITNG FLAT ROOF TO BARA WOOD
INSTALL 1 PLY #75 NASE SHEET
Passed
Failed
Correction
Needed
Re- Inspection
Fee
November 22, 2010
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
cfc.„
For Inspections please call: (305)762 -4949
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Flat
Phone Number 786/399 -4621
Parcel Number 1121360131110
Phone: (954)588 -2759
Page 11 of 31
'1111MINIUZIORINE11/"..ft.6.31
NOTICE. OF COMMENCEMENT
A RECORDED COPitNIOST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NOFF-iq 404 445 TAX FOLIO NO. 11-'01% sp.
• STATE OF FLORIDA:
COUNTY OF MIAMI-DADE:
THE UNDERSIGNED hereby gives notioe that improvements will be rnade to certain. real
• property, arid in accordance with Chapter 7i3, Florida Statutes, the following infortnation
• is provided in thisNotice of Commencement.
1 L al des° "ption of property
2. Description of improvement:
3. Owner(s) name and address:
Interest in property:
Name and address of fee simple titleholder:
Contractor's name, address and phone num
sr . 5
5. Surety: (Payment bond required by owner from Contractor If an
Name, address and phone number. 611— .5 - ;07
Amount of bond $
8. Lender's name and address:
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by
Section 713.13(1)(a)7., Florida Statutes,
Name, address and phone number:
8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section
713.13(1)(b), Florida Statutes.
Name, address and phone number
9. Expiration date of this Notice of Commencement
«he expiration date is 1 year from the date of recording Unless a different date is spetified)
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.
Signature(s) 0
1- Prepared By
Print Name
Title/Office
STATE OF FLORIDA
COUNTY OF MIAMI-DADE
The fmaoing instnimelt was acknowledged before me this _II__ day of , tZ
By ev\IC LA
fividually, or I-1 as for • 31.1<rsonally known, ca CI produced the following type of ldentlflcatlo
• Signature of Notary Public:
• Print Name:
(SEAL)
Space above reserved for use of recording office
to - e.,ZIT .frA
111111111111111111111111111111111111111111
GEN 2010R046652
OR Bk 27439 Pa 13931 Etas)
RECORDED 09/30/2010 13:45:53
HARVEY RUVIN, CLERK OF COURT
VIANI--DADE COUNTYI FLORIDA
LAST PAGE
d street/address:
44
.■7 11117277NYANTICIPIM ELI
ner‘s Authorized Officer/Director/Partner/Manager,
Prepared By 449Yokk earcalke'ib Wrr o
Print Name r
Title/Office
By
STATE OF FLORIDA, COUNT' DADE
11-1EREBY CERTIFY :la ihis 1,3 iitit copy of t
original fld in this ciGy
_
NOTARY wonIC-STATE OF FtORMA
• ur"., Ale A. Garcia
)co....,. sten # D198'82228
vm,
% Extrir MAY 07, 2013
B01511 ran aver= tIonuvo coon.
VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STAT S
Under penalties of perjury, I declare that 1 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 Owner(s)'s Authorized Officer/Director/Partner/Manager who signed above:
+ By
WIPES
HMV
By
- tied tof StA,
4.1A eai County cotxts
BUILDING
PERMIT APPLICATION
FBC 20
JOB ADDRESS: 4G µW l O3
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
Permit No.' t O _� I (p
Master Permit No.
Permit Type: BUILDING
OWNER: Name (Fee Simple Titleholder): 7U '4 V1 Phone #:3 0r r77 3 - 447
cit (e-t rot
State: Y 14"
Tenant/Lessee Name: Phone #:
Email:
Zip: .7 2(
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel #: 11 - fi( +Q(- -1((0 /
Is the Building Historically Designated: Yes NO v Flood Zone:
CONTRACTOR: Company Name: 1 E M RZIV-P 45 Phone #: Q »5g$ -19
Address: IS-97 M ,' 54 • rej z-
City : /� L lTeder self' State: Pi- Zip: 33 g
P•
Qualifier Name: H8iSc' / e21. LA-S Phone #.95 - $Vg -475?
State Certification or Registration #: C ee 13A '75 Certificate of Competency #:
Contact Phone#. - ?- - Z Email Address:
DESIGNER: Architect/En i e : ' C 041 M°
9
Phone #:
1 C
Value of Work for this Permit: $ 5 . tfie Square/Linear Footage of Work: 3 1 0'
Type of Work: Address DAlteration ❑N .Repair/Replace ❑Demolition
Description of Work: RieLOVs e,K{ -t 1-4& f$ a.* eipq 4b lactrt t.,Jbo.b 4 -q// 1 ge /. $`
se e . ! � 'ber - t ' LI)
e,
COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by:
* ** * * * * * * * * * **************** *` ***Fe es** ******** **********)******* ************p *
Submittal Fee $ Permit Fee $ � CCF $ CO /CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
�// C�yy
TOTAL FEE NOW DUE $ O1401
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 RICAL 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 $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature
wner or Agent
The foregoing instrument was acknowledged before me this 17
day of _� , 20 V by �c.i+� /41)
who is personally known to me or who ha produced
As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
NOTARY PUNIC-8TM QQ FLOWN,
Jose A. Garcia
My Commission Expire , Commission # 1)1)882228
Expires: MAY 07, 2013
BONDED THRII ATLANTIC BONDING CO., INC.
APPROVED BY
NOTARY PUNIC-STATE OF ?LO t!DA
My Commission Expires: ,.•.., Jo$e A. Garcia
;, ) Comrrl ission #DD882228
°•,, Expires: MAY 07, 2013
****************************************************** ****** * * *****+** * *** **** * *** * B0-.141,„),
* * * *a** ** * ***** ***4s * **
Structural Review Clerk
(Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10)
Signature // 1---.." 1 — r,L-
Contractor
The foregoing instrument was acknowledged before me this r7
day of 20 �, by foit:14. ,
who is personally known to me or who has produced
as identification and who did take an oath.
NOTARY $UBLIC:
Sign;
Print:
Plans Examiner Zoning
RECEIPT
PERMIT #: , C/ l K-j C) DATE: a,,21/6.)
1, /4L-1-
Contractor
❑ Owner
❑ Architect
Picked up 2 sets of plans and (other) o
Address: 4 /70.1 /CD J '
From the building department on this date in order to have corrections done to plans
And /or get County stamps. I understand that the plans need to be brought back to Miami
Shores Village Building Department to continue permitting process.
Acknowledged by:
PERMIT CLERK INITIAL�� %%
RESUBMITTED DATE:
PERMIT CLERK INITIAL:
M iami Shores Viiiage
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Master Permit No. 11
Contractor's Name L Lc
Job Address
❑ New Roof
Low Slope ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile
❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles /Shakes
Shingles
Low Slope Roof Area (SF)
127;0
FLORIDA BUILDING CODE — BUILDING
Ii Fs�
SU[3JECT COMPLIANCE WITH ALL FEDERAL.
• r ANn COUNTY RULES AND REGULATION.
Florida Building Code Editio
High - Velocity Hurricane Zone Uniform Permit Ap
51-Prescriptive BUR -RAS 150
ROOF TYPE
Reroofing ❑ Recovering ❑ Repair ❑ Maintenance
ROOF SYSTEM
INFORMATION
Steep Sloped Roof Area (SF) Total (SF)
0
(Web er
Process No.
Sprtinn 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.
'ik
cfp]
oviv-r.
6746
r 6,444,
3
....
.Il
1
1
yd.
____.4c
...,„_.
iri
1
_./
1
I
I
'
IN
i
,
vi
,
,
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Master Permit No. 11
Contractor's Name L Lc
Job Address
❑ New Roof
Low Slope ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile
❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles /Shakes
Shingles
Low Slope Roof Area (SF)
127;0
FLORIDA BUILDING CODE — BUILDING
Ii Fs�
SU[3JECT COMPLIANCE WITH ALL FEDERAL.
• r ANn COUNTY RULES AND REGULATION.
Florida Building Code Editio
High - Velocity Hurricane Zone Uniform Permit Ap
51-Prescriptive BUR -RAS 150
ROOF TYPE
Reroofing ❑ Recovering ❑ Repair ❑ Maintenance
ROOF SYSTEM
INFORMATION
Steep Sloped Roof Area (SF) Total (SF)
0
(Web er
Process No.
Sprtinn 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.
'ik
Florida Building Code Edition 2007
High - Velocity Hurricane Zone Uniform Permit Application Form.
Section C (Low Slope Application) Surfacing: �f '�^'U LAW..
Fill in specific roof assembly components
and identify manufacturer
(If a component is not used, identify as "NA ")
System Manufacturer:
Product Approval No.: o$ _012, .0/
Design Wind Pressures, From RAS 128 or Calculations:
Pmax1 F • Z Pmax2: St •' Pmax37 1
Max. Design Pressure fro the s ecific Product
Approval system-. 5 .e
Deck:
Type: WO a — 11964 J 1/A3(.1.1.
�Ita
Gauge/Thickness:
Slope:
Anchor /BaL
Insulation Base Layer:
Top PIy:
Anchor /Base Sheet Fast er /Bonding Material:
1 l k 1 41 �y /
i -I4
Base Insulation Size and Thickness:
Base Insulation Fastener /Bonding Material: 11/4 A .
Top Insulation Layer:
Top Insulation Size and Thickness: 1
Top Insulation Fastener/Bonding Material: ,/-
Base Sheet(s) & No. of Piy(s): 1
hog Fai tener /Bgnd_ ing M to erial:
PIy Sheet(s) & No. of PIy(s): ¢ " 2-
PIy Sheet Fastener /Bonding Material:
10-0* V •' 513
Top PIy Fastener /Bonding Material
FLORIDA BUILDING CODE — BUILDING
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Fastener Spacing for Anchor/Base Sheet Attachment:
Field: ea " oc @ Lap, # Rows tt @," oc
Perimeter. r'O •" oc @ Lap, # Rows _ @ 'gyp " oc
Corner: (4O " oc @ Lap, # Rows 1 " oc
Number of Fasteners Per Insulation Board:
Field
Perimeter 1 __ Corner t .44
Illustrate Components Noted and Details as
Applicable:
Woodblocking, Gutter, Edge Termination, Stripping, Flashing,
Continuous Cleat, Cant Strip, Base Flashing, Counter -
Flashing, Coping, Etc.
Indicate: Mean Roof Height, Parapet Height, Height of Base
Flashing, Component Material, Material Thickness, Fastener
Type, Fastener Spacing or Submit
Parapet
Height
Mean
Roof
Height
`PLC ,�..
'614. `' °L i H +rc e
a2 P
(a (4c41731
of System Manufacturer:
Notice f Acceptance Number:
Minimum D ign Wind Pressures, If Applicable (From RAS 127 or
Calculations).
P1. P2: P3:
Maximum Design . essure
(From the Product A royal Specific System):
, ROOF ASSEMBUES AND ROOFTOP STRUCTURES
Roof Slope:
: 12
Ridge Ventilation?
FLORIDA BUILDING CODE — BUILDING
Florida Building Code Edition 2007
High Velocity Hurricane Zone Uniform Permit Application Form.
Section n (Steep Slnppt! Rnnf Syctem)
,Steeps . ed Roof System Desrription
Deck Type:
Type Underlayment:
Insulation:
Mean Roof Height:
Fire Barrier:
Fastener Type &Spacing:
Adhesive Type:
Type Cap Sheet:
Roof Covering:
Type & Size Drip
Edge:
Where to Obtain Inform Lion
Description
Symbol
ere
to find
Design Pressure
PI or P2 or P3
RAS 127 Table 1 or by an engineering
sis prepared by PE based on ASCE 7
Mean Roof Height
H
Job Site
Roof Slope
0
Job Site
Aerodynamic Multiplier
x
Product Approval
Restoring Moment due to
Gravity
1\l
Product Approval
Attachment Resistance
Mf
Product Approval
Required Moment Resistance
M
Calculated
Minimum Attachment
Resistance
F
Product Approval
Required Uplift Resistance
Fr
Calculated
Average Tile Weight
W
Product Approval
Tile Dimensions
L = length
W = width
Product Approval
All calculations must be submitted to the building official at the time of permit application.
Florida Building Code Edition 2007
High Velocity Hurricane Zone Uniform Permit Application Form.
Sactinn F (Tile C:alculatinnn)
For Mo nt based tile systems, choose either Method 1 or 2. Compare the values for M with the values from Mt: If the Mf values are greater than or
equal to r values. for each area of the roof, then the tile attachment method is acceptable.
Method 1 "Moment Based Tile Calculations Per RAS 127"
32.2
30A
34.4
39.9
38
33.8 35.1 37.
2
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance r) From Table Below Product Approval Mf
Mean Roof Height -+
Roof Slope 1
2:12
M required Moment Resistance*
15' 20' 25'
3:12
36.0
5:12
6:12
7:12
28.4 30.1 31.6
26.4 28.0 29.4
24.4 25.9 27.1
30'
39.7
37.4
32.11
30.5
28.2
40'
42.2
39.8
3
34.9
32A
30.0
'''Must be used in conjunction with a list of moment based tile terns endorsed by the Broward County Board of Rules and Appeals.
For Uplift based tile systems use Method 3. Compared the values for with the values for Fr. If the F' values are greater than or equal to the Fr values,
for each area of the roof, then the tile attachment method is acceptab
Method 3 "Moment Based Ti . Calculations Per RAS 127"
(P1: x L = x w: = _) - W: x cos B = F Product Approval F'
(P2: x L = x w: _ - W: x cos 0 = Fr2 Product Approval F'
(P 3:
xL
FLORIDA BUILDING CODE — BUILDING
xw: ) - W:
) -Mg =Mrt
-Mg: = Mr2
) -Mg = Mr.
x cos 0
ROOF ASSEMBUES AND ROOFTOP STRUCTURES
Product Approval Mf
Product Approval Mf
Product Approval M
F.: Product Approval F'
1.
Fire Directory Listing Page
2.
From Product Approval:
Front Page
Specific System Description
Specific System Limitations
General Limitations
Applicable Detail Drawings
3.
Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS
128
4.
Other Component of Product Approval
5.
Municipal Permit Application
6.
Owners Notification for Roofing Considerations (Reroofing Only)
7.
Any Required Roof Testing /Calculation Documentation
Roof System
Required Sections of the
Permit Application Form
Attachments Required
See List Below
Low Slope Application
A,B,C
1,2,3,4,5,6,7
A,B,C
4,5,6,7
Pre scriptive BUR -RAS 150
A,B,D
1,2,4,5,6,7
Asphaltic Shingles
Concrete or Clay Tile
A,B,D,E
1,2,3,4,5,6,7
1,2,3,4,5,6,7
1,2,4,5,6,7
Metal Roofs
A,B,D
Wood Shingles and Shakes
A,B,D
Other
As Applicable
1,2,3,4,5,6,7
ti ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
SECTION 4402.14
HIGH VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION
Florida Building Code Edition 2007
High - Velocity Hurricane Zone Uniform Permit Application Form.
FLORIDA BUILDING CODE — BUILDING
INSTRUCTION PAGE
COMPLETE THE NECESSARY SECTIONS OF
THE UNIFORM ROOFING PERMIT
APPLICATION FORM AND ATTACH THE
REQUIRED DOCUMENTS AS NOTED BELOW:
ATTACHMENTS REQUIRED:
MIAMS
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Firestone Building Products Company
310 East 96 Street
Indianapolis, IN 46240 -3702
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: Firestone Modified Bitumen 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.
INSPECTION: A copy of this entire NOA shall be provided to the user by theinfinufachrr or,. is
distributors and shall be available for inspection at the job site at the request f` h B ui ng M v ial.
This NOA revises NOA No. 05- 0830.10 and consists of pages 1 through 3
The submitted documentation was reviewed by Jorge L. Acebo.
NOA No. 8- 0118.07
Expiration Date: 03/08/11
Approval Date: 07/10/08
Page 1 of 30
ROOFING SYSTEM APPROVAL
Category:
Sub - Category:
Material:
Deck Type:
Maximum Design Pressure
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Test
Product Dimensions Specification
APP 180 39.4" x 32'10" ASTM D 6222
APP 180 FR 39.4" x 32'10" ASTM D 6222
APP 170
APP 160
MB Base Sheet
SBS FR
SBS Premium
SBS Premium FR
SBS Base Sheet
SBS Smooth
SBS Glass Torch Base
Roofing
Modified Bitumen
APP /SBS
Wood
-52.5 psf
39.4" x 33'6"
39.4" x 32'10"
36" x 108'
MB Base M 39.4" x 98.7'
(1 mx30.1 m)
SBS
39.4" x 33'10"
39.4" x 33'10"
39.4" x 33'10"
39.4" x 33'10"
39.4 "x50'
39.4" x 33'10"
39.4" x 33'10"
ASTM D 6222
ASTM D 6222
ASTM D 4601
ASTM D 4601
ASTM D 6164
ASTM D 6164
ASTM D 6164
ASTM D 6164
ASTM D 6163
ASTM D 6164
ASTM D 6163
Product
Description
Polyester reinforced modified bitumen,
granule surfaced membrane. Torch applied.
Polyester reinforced, fire regardant
modified bitumen, granule surfaced
membrane. Torch applied.
Polyester reinforced modified bitumen
membrane. Torch applied.
Polyester reinforced modified bitumen
membrane. Torch applied.
Fiberglass reinforced base sheet, asphalt
coated on both sides. Applied in hot
asphalt or mechanically attached.
Fiberglass reinforced base sheet, asphalt
coated on both sides. Applied in hot
asphalt or mechanically attached.
Granule surfaced, modified bitumen
membrane reinforced with non -woven
polyester mat.
Ceramic granule surface, modified bitumen
membrane reinforced with non -woven
polyester mat.
Granule surfaced, modified bitumen
membrane reinforced with polyester mat.
Applied in hot asphalt.
Ceramic granule surface, fire rated,
modified bitumen membrane reinforced
with non -woven polyester mat.
Fiberglass reinforced SBS base sheet.
Applied in hot asphalt or mechanically
attached.
Smooth surfaced, modified bitumen
membrane reinforced with non -woven
polyester mat. Applied in hot asphalt.
Modified bitumen base sheet with a burn-
off film and reinforced with non -woven
fiberglass mat.
NOA No.: 08- 0118.07
Expiration Date: 03/08/11
Approval Date: 07/10/08
Page 2 of 30
Product
SBS Premium FR
Torch
SBS Glass
SBS Glass FR
Rhoflex Base Sheet
Rhoflex FR Granule
Type IV
Type VI
Type IVM
Type VI M
Dimensions
39.4" x 33'10"
39.4" x 33'10"
39.4" x 33'10"
33" x 180"
33" x 180"
39.4" x 164.5'
(1 mx50.4m)
39.4" x 164.5'
(1mx50.1m)
Test
Specification
ASTM D 6164
ASTM D 6163
ASTM D 6163
ASTM D6509
ASTM D6223
ASTM D2178
ASTM D2178
ASTM D2178
ASTM D2178
. • . ..
•
• • •
• •
•
.. • •• .. • • • ••
• ••• • •
.. • • • • . . • •
• • . • •
. .. • . .
• • •• • •
••• ••••
• • • •
• • •••
•
• • • •
• • • • • •
Product
Description
Ceramic granule surface, fire rated,
modified bitumen membrane with a burn-
off film and reinforced with non -woven
polyester mat.
Fiberglass reinforced, granule surfaced,
modified bitumen membrane. Applied in
hot asphalt.
Granular surfaced, fiberglass reinforced,
fire regardant, modified bitumen
membrane. Applied in hot asphalt.
Asphalt coated glass fiber base sheet
Glass/Polyester reinforced modified
bitumen cap sheet
Fiberglass reinforced, asphalt impregnated,
roofing ply. Applied in hot asphalt.
Fiberglass reinforced, asphalt impregnated,
roofing ply. Applied in hot asphalt.
Fiberglass reinforced, asphalt impregnated,
roofing ply. Applied in hot asphalt.
Fiberglass reinforced, asphalt impregnated,
roofing ply. Applied in hot asphalt.
.. •
• . .
.. • •
••••
• •
NOA No.: 08- 0118.07
Expiration Date: 03/08/11
Approval Date: 07 /10/08
Page 3 of 30
APPROVED INSULATIONS:
Product Name
ACFoam II
ISO 95 +, ISO 95+ GL, 95+ GW
ISO 95+ Composite
Fiber Top
Rhoflex Composite
Dens Deck
ENRGY 3, ENRGY PSI -25,
UltraGard Gold II, UltraGard II
Fesco Foam
High Density Wood Fiberboard
Perlite Insulation Board
Iso -Lite E
Multi -Max FA
TABLE 2
Product Description
Isocyanurate Insulation
Isocyanurate Insulation
Isocyanurate Insulation with perlite facer
Regular wood fiber insulation
Polyisocyanurate foam / perlite insulation
Silicon treated gypsum
Isocyanurate Insulation
Isocyanurate Insulation with perlite facer
High Density Wood Fiber insulation
board.
Perlite Insulation
Polyisocyanurate foam insulation
Isocyanurate Insulation
Manufacturer
(With Current NOA)
Atlas Roofing Corp.
Firestone
Firestone
Firestone
Firestone
G -P Products
Johns Manville
Johns Manville
Generic
Generic
International Permalite
Rmax, Inc.
NOA No.: 08- 0118.07
Expiration Date: 03/08/11
Approval Date: 07/10/08
Page 4 of 30
APPROVED FASTENERS:
Fastener
Number
Product
Name
1. Firestone All-Purpose
Fastener
2. Firestone HD Fastener
3. MB Barbed Metal
Seam Plate
4. Hexagonal Plate
5. Seam Plate
6. Metal Plate
7. Dekfast Fasteners
8. Dekfast Hex Plate
9. #12 & #14 Roofgrip
10. Metal Plate
11. Plastic Plate
12. Olympic Fasteners
13. Olympic Standard
14. Olympic
15. Insul -Fixx Fastener
16. Insul -Fixx S
17. Insul -Fixx PG
18. Tru -Fast Fasteners
19. Tru -Fast MP -3
20. Tru -Fast Plastic Plate
TABLE 3
Product
Description
Insulation and membrane
fastener
Insulation and membrane
fastener
Metal plates used for
membrane securement.
Insulation attachment
hexagonal plate
Membrane seam attachment
plate.
Membrane attachment plate.
Insulation and membrane
fastener
Insulation and membrane
fastener
Insulation and membrane
fastener
Galvalume AZ50 stress plate
3.2" round polyethylene stress
plate
Insulation and membrane
fastener
3" round Galvalume AZ55
stress plate
Plastic plates for fasteners.
Insulation fastener for use in
wood, steel and concrete decks
Galvalume AZ55 stress plate
Polyethylene stress plate
Insulation and membrane
fastener
3.23" round Galvalume AZ50
steel plate
3" round polyethylene stress
plate
Manufacturer
Dimensions (With Current NOA)
Various
Various
2" dia
3- x 2-
7/ ,,
s
2 - dia
2" dia
Various
Various
Various
3" square
3" round
3.2" round
Various
3" round
3" round
Various
3" round
3" round
Various
3.23" round
3" round
Firestone
Firestone
Firestone
Firestone
Firestone
Firestone
SFS Intec
SFS Intec
OMG
OMG
OMG
OMG
OMG
OMG
SFS Intec
SFS Intec
SFS Intec
The Tru -Fast Corp.
The Tru -Fast Corp.
The Tru -Fast Corp.
NOA No.: 08- 0118.07
Expiration Date: 03/08/11
Approval Date: 07/10/08
Page 5 of 30
EVIDENCE SIJBIVEITTED:
Test Aeencv
Factory Mutual Research Corp.
Trinity 1 ERD
Atlantic & Caribbean Roof
Consulting, LLC.
PRI Asphalt Technologies
Test Identifier
1D5A8.AM
3003597
3004786
3005030
3007328
4810.01.96 -1
4810.10.96 -1
F10370.05.08
ACRC 03 -001
ACRC 03 -007
FBP -018 -02-01
FBP- 011 -02-01
FBP- 008 -02 -01
FBP- 009 -02 -01
FBP- 010 -02 -01
FBP- 014 -02 -01
FBP- 015 -02 -01
FBP- 016 -02 -01
FBP- 017 -02 -01
FBP- 019 -02 -01
FBP - 023 -02 -01
FBP- 007 -02 -01
FBP- 020 -02 -01
Description
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
PA 114(C) & PA 114(D)
PA 114(J)
ASTM C 1289
TAS 114
TAS 114
ASTM D 6163
ASTM D 6164
ASTM D 6222
ASTM D 6222
ASTM D 6164
ASTM D 6164
ASTM D 6509
ASTM D 6509
ASTM D 6163
ASTM D4601
ASTM D 6223
ASTM D 6222
ASTM D 2178
Date
09/09/98
07/14/99
05/16/00
08/08/00
07/12/02
01/31/96
10/31/96
05/08/08
03/06/03
05/01/03
09/07/04
09/02/04
09/10/04
08/31/04
09/04/04
09/02/04
09/02/04
09/02/04
09/13/04
09/14/04
09/01/04
09/14/04
09/14/04
NOA No.: 08- 0118.07
Expiration Date: 03/08/11
Approval Date: 07/10/08
Page 6 of 30
Membrane Type: APP
Deck Type 1I: Wood, Non - insulated
Deck Description: 1942" or greater plywood or wood plank fasten to supports with #8 x 1 -5/8" wood
screws at a maximum spacing of 6" o.c.
System Type E(3): Base sheet mechanically fastened.
All General and System Limitations apply.
Base Sheet: One ply of Firestone MB Base or MB Base M mechanically fastened to the wood
deck as described below:
Fastening #1:
Ply Sheet
One ply of APP 160, APP 170, APP 180 or APP 180 FR torch applied parallel to
the base ply, with overlaps staggered 12 ".
Surfacing: (Optional) Install one of the following:
1. Gravel or slag at 4001b. and 300 lb., respectively, set in a flood coat of type
III or IV asphalt at 60 lb./sq..
2. Karnak No. 97, No. 97 AF or No. 169 at an application rate of 1 4 gal./sq..
3. Fields F900 emulsion, Gilsonite Durakote # 151, Gibson Homans #6192 -900
applied at 6 gal./sq. with 60 lbs. of roofing granules set in the wet coating.
4. Owens Corning Fiberglass Cap sheet GAF Mineral Surface Capsheet or
Manville Glaskap in a full mopping of approved asphalt applied within the
EVT range and at a rate of 20- 401bsisq..
Membrane:
Maximum Design
Pressure: —52.5 psf (See General Limitation #7)
Base sheet shall be lapped 4" and fastened with Firestone #14 AP fasteners 3"
Round Metal Plates 12" o.c. in the lap and two rows staggered in the center of the
sheet 12" o.c.
Base sheet shall be lapped 4" and fastened with approved roofing nails and tin
caps 6" o.c. at the lap and two rows staggered in the center of the sheet 6" o.c.
(Optional) One or more plies of Firestone MB Base Sheet, Type IV, Type IV M,
Type VI or Type VI M ply sheet or other listed base sheet applied in a full
mopping of approved asphalt applied within the EVT range and at a rate of 20-40
lbs./sq.; or one ply Firestone APP 160 or APP 170 torch applied.
NOA No.: 08- 0118.07
Expiration Date: 03/08/11
Approval Date: 07/10/08
Page 28 of 30
•
Membrane Type: SBS
Deck Type 1I: ! Wood, Non - insulated
Deck Description: 19 132" or greater plywood or wood plank fasten to supports with #8 x 1 -5/8" wood
screws at a maximum spacing of 6" o.c.
System Type E(4): Base sheet mechanically fastened.
All General and System Limitations apply.
Base Sheet:
Fastening #1:
Fastening #2:
Ply Sheet:
Membrane:
Surfacing:
One ply of Firestone MB Base or MB Base M mechanically fastened to the wood
deck as described below:
Base sheet shall be lapped 4" and fastened with Firestone #14 AP fasteners 3"
Round Metal Plates 12" o.c. in the lap and two rows staggered in the center of the
sheet 12" o.c.
Base sheet shall be lapped 4" and fastened with approved roofing nails and tin
caps 6" o.c. at the lap and two rows staggered in the center of the sheet 6" o.c.
One or more plies of SBS Smooth or SBS Base sheet or Firestone Type IV, Type
IV M, Type VI or Type VI M ply sheet adhered in a full mopping of approved
asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.
One ply of Firestone SBS, SBS FR, SBS Smooth, SBS Premium, Premium FR,
SBS Glass or SBS Glass FR adhered in a full mopping of approved asphalt
applied within the EVT range and at a rate of 20-40 lbsisq.
(Optional) Install one of the following:
1. Gravel or slag at 4001b. and 3001b., respectively, set in a flood coat of type
III or IV asphalt at 60lb.sq..
2. Karnak No. 97, No. 97 AF at an application rate of 11/2 gal./sq..
Maximum Design
Pressure: —52.5 psf (See General Limitation #7)
NOA No.: 08-0118.07
Expiration Date: 03/08/11
Approval Date: 07/10/08
Page 29 of 30
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 20-40 lbs./sq., or mechanically attached using
the fastening pattern of the top layer
3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved ,
asphalt, panel size shall be 4' x 4' maximum.
4. An overlay and/or recovery board insulation panel is required on all applications over closed cell
foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet
shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip
mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a
continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed
every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a
minimum rate of 12 lbs./sq.
Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf.
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of
275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value,
as field-tested, are below 275 Ibf. 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 with Roofing Application Standard RAS 111 and applicable wind load requirements.
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e.
field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for
enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners).
(When this limitation is specifically referred within this NOA, General 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.: 08- 0118.07
Expiration Date: 03/08/11
Approval Date: 07/10/08
Page 30 of 30
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. IS i4 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. 11 • A — Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be
renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior
to removing the existing roof system).
3. • ice' 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. 1) • fi- 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.
5. • H 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. • k 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. .1 • 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.
8.
Owner/ ' gent's Signature Date
Revised on 7/9/2009 LD
n't-- III Ism
Contractor Signature Date
EFFECTIVE DATE:
PERSON:
FEIN:
BUSINESS NAME AND ADDRESS:
I & M ROOFING LLC
6809 MERION PLACE
NORTH LAUDERDALE FL 33088
SCOPES OF BUSINESS OR TRADE
1— CERTIFIED ROOFING CONTRACTOR
07/16/2010 EXPIRATION DATE: 07/16/2012
TELUS MOISE
204733046
07 -16 -2010
ALEX SINK STATE OF FLORIDA
CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES
DIVISION OF WORKERS' COMPENSATION
* * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW
CONSTRUCTION INDUSTRY EXEMPTION
This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law.
IMPORTANT: Pursuant to Chapter 440 . 05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election ender this
section may not recover benefits ar c mpensatiao ander this chapter: Parcoant to Chapter 440.05(12), F.S., Certificates of election to be exempt.. apply only within the
scope of the business or trade listed on the notice of election to be exempt Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of
electies to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or
certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person
named on the certificate to meet the requirements of this section.
DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06
QUESTIONS? (850) 413 -1609
ACORD,� CERTIFICATE OF LIABILITY INSURANCE
PRODUCER
JIM RAY INSURANCE
7879 PINES BLVD. # 101
PEMBROKE PINES FLORIDA 33024
TEL: 954-963-1208/FAX 963 -1211
IN$
1 9 -30 -10
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
INSURERS
A
GENERA rUABIUTY
X COMMERCIAL GENERAL LIABILITY ; MP 0 0 0 9 0 0 5 0 0 0 21
CLAIMS MADE j OCCUR
GEN'L AGGREGATE UMIT APPLIES PER:
X POLICY ' JECCTT t UDC
AUTOMOBlLEL{A81UTY
_ ANY AUTO
ALL OWNED AUTOS
SCHEDULED AUTOS
HIRED AUTOS
NON- OWNED AUTOS
4-16-10i4-16-
' EACHOCCUi Z : s3QQ,.QOQ
1 • � m a ra.,ee) $1001000
t MED EXP (Any on$ an) ' $ 5,000
Ir PERSONALEADV INJURY $300 9 0 0
GENERAL AGGREGATE I $3 0 0, 0 0 0
PRODUCTS- COMP/OPAGG $ 0 0, 0 0 0
COMBINED SINGLE LIMIT
(Ease dent)
. BODILY INJURY
(Per person)
I (Past RTYDAMAGE ' $
•
.
,:..1- 1.,I”,i1711i466 .t r.. Jul.. - 1;1<hbf
COVERAGES
GARAGE UASBILITY
ANY AUTO
EXCESSANABRELLA LIABILITY
OCCUR ` CLAIMS MADE '•
_ DEDUCTIBLE
RETENTION $
WORKERS COMPENSATION AND
EMPLOYERS' UABtLf1Y
ANY • OFFICER/MEMBER EXCLUDED? ECUTIVE
d y describe under
SPECIAL PROVISIONS below
OTHER
DESCRIPTION OF OPERATIONS /LOCATIONS/VIDEO-ES/ EXCLUSIONS ADDED BY ENDORSEMENT !SPECIAL PROVISOES
ROOFING
•
MIAMI SHORES VILLAGE
Building Dept.
10050 NE 2 Avenue
Miami Shores Fl 33138
ACORD 25 (2001 8)
' POLICY EFFECTIVE i POLICY EXPIRATION
POLICY NUMBER
1 AUTO ONLY -EA ACCIDENT 4 $
EA ACC , $ _ �---
AGGI$
— i $
OTHERTHAN
1 , AUTO ONLY
1 EACH OCCURRENCE
AGGREGATE
LIMITS
CSTAT
TORY tMtT3 ER ;
c EL EACH ACCIDENT • $ ._
£.L DISEASE • EA EMPLOYEE $
E.L. DISEASE • POLICY war
CERTIFICATE HOLDER
CANCELLATION
SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE LOMA X
ENDEAVOR TO MAIL 3 0 DAYS WED
DATE: THEREOF, THE ISSUING INSURER WILL ENDER
NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT. BUT FAILURE TO 00 50 SI
OF �D THE SURER, TES AGENT
IMPOSE NO OBUGAATION OR
REPRESENT/VMS.
tar
® ACORD CORPORATION