RF-12-2406Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP - 183259 Permit Number: RF -12 -12 -2406
Scheduled Inspection Date: January 04, 2013
Inspector: Bruhn, Norman
Owner: BRIGGS/ MATHEWS, DAVID/ JEFFREY
Job Address: 1410 NE 102 Street
Miami Shores, FL 33138-
Project: <NONE>
Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Flat
Phone Number (305)762 -6161
Parcel Number 1132050240210
Phone: 305 - 757 -2612
Building Department Comments
RE ROOF FLAT WITH BUILT UP CAP SHEET
Ihfractio Passed Comments
INSPECTOR COMMENTS
False
Inspector Comments
Failed
F%
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
January 03, 2013
For Inspections please call: (305)762 -4949
Page 2 of 3
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
RE: Permit# R r' 11'ta .aV DATE: VA, �,1 -
INSPECTION AFFIDAVIT
datnei5 P-. ObeJ) n licensed as a (n ac / Engineer / Architect,
(Print name and circle License Type) FS 468 Building Inspector
License #: 0-6 0 I if 1J L(
On or about \l L
(Date & time)
Secondary water barrier work at
, I did personally inspect the
0440 9k) (72-S1
(Complete Job Site Address)
Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit
Manual (Based ,, 553.844 F.S)
1141.
ture
State of Florida
County of Dade:
The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property
mentioned.
Swom to and subscribed before me this -7
Notary Public, Sate of Florida at Large
day of t
g
3
*General, Budding, 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
Revised on 5/21/2009
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
BUILDING
PERMIT APPLICATION
Permit Type:
JOB ADDRESS:
BUILDING
11-110 OF 1020 y-
City: Miami Shores ' , / County:
Folio/Parcel #: /7/ 3 2� D) ( 6 �- l o
Is the Building Historically Designated: Yes NO
imcm .:iv..i,-,--,
DEC 201?
BYE
FBC 20
Permit No. ,�T S
Master Permit No.
Miami Dade
OWNER: Name (Fee Simple Titleholder):
Address: 141 r 10 2
City: VA (4,11<'i L .d1,(21
zip: 3313 g
Flood Zone:
W M 1 d )Ci i s Phone#: 5),5---30/—
�J
State:
Zip:
Tenant/Lessee Name: Phone #:
Email:
CONTRACTOR: Company Name: t2bth viil f l Phone #: 323 n- 2-a 4' i Z
Address: /'s7 N £ 97
City: !rte -4- S'rd Y
Qualifier Name: \1404g =4
State Certification or Registration #:
state: ,�C
a/c) (.1
CC c- erg'( 30
Zip: 33(31
Phone #:344-1 ?S7^ C
Certificate of Competency #: 0 (-C
Contact Phone#: v 2 S ? - 44 / Z Email Address: �'� 1� - d
co
DESIGNER: Architect/Engineer: v Phone #:
Value of Work for this Permit:
$ �'> Square/Linear Footage of Work: 6 7
Type of Work: OAddition UAlteration DNew pair/Replace ODemolition
Description of Work: 7 /Zoo F � CtO�t �'t l v /r
Color thru tile:
****+ x*+ x******+ x********m**************** Fees** *********** * * ***** ****** *** *** ******** **** cre)
Submittal Fee $ Permit Fee $ �� CCF $ CO /CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
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 properly 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.
Signatur
1/11‹c-)
Owner or Agent
The foregoing instrument was acknowledged before me this2
day of , 20 L, by '020 t br l
who is personally known to me or who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My Commission Expires:
.:71.1C-;;17117.,
Odra D. )cart
Cas ,r it inn l.)D8675 9
Signatur
The f
day of
Contractor
in� 26,
instrument was acknowledged before me thi
fN_ , 201i- , by .140A rG D Ol.G1.aze
who is personally known to me or who has produced
`—` as identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:�9 .i
My Commission Expires.; "N., Sitia:trr D, Hart
CO on # D1)867359
Fcp ra A!;'kI. OZ 2013
u anemic KO/3W COORC
* * * * * * * * * * * * * * * * * * * * **
****************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
APPROVED BY
,/d /64)d
Plans Examiner Zoning
Structural Review Clerk
(Revised 3 /12/2012)(Revised 07 /10/07)(Revised 06 /10/2009)(Revised 3/15/09)
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNERS'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE-
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department Date: 44 °� —/ ).
10050 NE 2nd Ave
Miami Shores, Fl 33138
Re: Owner's Name: old
Property Address: / O "fie /fed J
Roofing Permit Number:
Dear Building Official:
/5/11 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)
Signature
Print Name
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 day of
Notary Public, Sate of Florida at Large
dig
; lc-STATE OF noina
ndra D. Hart t x3t' D17
Set 02, 2c
ca.
When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, 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
Property Viewer
Selected Property information
PI! ;:arty Information
L-gs1 Description
Ex8`I l'i ( %I' ill` =I'll ld!ID I
; e : II -crmatio i
AcIIitiera Irforma; ion
Featured online Tools
Tax I;CInparisc n
ax Estimator
TRIM Not:ce
Additi:.:r.: Online Toois
Back to
Fall= 1142054112442110
P rAddress. 141ONE102 ST
€ktwal- i E INUSOaa
r v tiOFIREY SIMM
Melling Address: 1410 Pi
NiAmrtitr irl.331•'
Page 2 of 2
3 Assessment Information
Year:
Land Value::
Building Value.:
Market Value:
20'2 2!i• :
a
4! =ra
. Assessed Value, 2 ' 5- 8 h =S
Taxable Yalur Information
i �= rd cxe nptlor: A aoi.° 1 Exr, I;ti;•r;
Th,t,L•leVai;.e Tixak:leVal,el
county:
School Bearcl:
City:
Regional:
E,3 .,JSii:
. '42.'
- 256.0 =5
http://gisweb.miamidade.gov/Property Search/
Jai
2012 Aena1 Pirotowapiry
11/30/2012
CUMULATIVE SUBSTANTIAL IMPROVEMENT
VERIFICATION WORK SHEET
In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all
improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed
improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished
materials (include those donated), labor (including volunteer and self - performed), construction supervision and
management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is
attached for your reference. (A Copy of the Contract must be attached)
PROPERTY OWNER: ikel 4 f r
PERMIT #
ADDRESS: /i'y6 ove /®a S
FOLIO NUMBER 11'3' . ® 2-1/-0 ° FLOOD ZONE:
BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL:
COST OF PAST IMPROVEMENTS (12 MONTHS):
COST OF PROPOSED IMPROVEMENTS:
(ATTACH COPY OF CONTRACT)
TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed):
/611-29 jer
VALUE OF PRINCIPAL STRUCTURE (attach appraisal): �� 7 J
r�!
OWNERS SIGNATURE:
PLANREVIEWER: 6
PLAN REVIEWER SIGNATURE: ,76," / m 4/Gl�f/AA
Created on June 2009
DATE: Ili /6124) /z
DATE: 0:)° -41
SECTION R4402.13
HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
R4402.13.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the
owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of
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 and the
contractor. The owner's initial in the adjacent box indicates tltat the item has been explained.
1. Aesthetics- Workmanship: The workmanship provisions of Section R4402 are for the purpose of
providing that the roofing system meets the wind resistance and water intrusion performance standards, Aesthetics
(appearance) are not azoasideration 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
renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior
to removing the existing roof system.)
f 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 work to be performed.
4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking
can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing
nail penetrations of the underside of the decking may not be acceptable. This provides the option of maintaining
this appearance.
Pz14 5. Ponding Water: The current roof system and /or deck of the building may not drain well and
may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of
structural distress and may require the review of a professional structural engineer. Ponding may shorten
the life expectancy and performance of the new roofing system. Ponding conditions may not be evident
until the original roofing system is removed. Ponding conditions should be corrected.
6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not
overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge
if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in
accordance with the requirements of Sections R4402, R4403 and R4413.
7. Ventilation: Most roof structures should have some ability to vent natural airflow through the
interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be
reduced. It may be beneficial to consider additional venting which can result in extending the service life of
the roof.
Exception: Attic spaces, designed by a Florida licensed engineer or registered architect to eliminate the attic
venting, venting shall not be required.
Owner's/Agent s Signature Date /
ate ntractor's Signature
( 6 7t- € /0,2 .t i
Property Address Permit Number
HIGH- VELOCITY HURRICANE ZONES
SECTION R4402.14
HIGH - VELOCITY HURRICANE ZONES — UNIFORM PERMIT APPLICATION
Florida Building Code Edition 2010
High Velocity Hurricane Zone Uniform Permit Application Form.
INSTRUCTION PAGE
COMPLETE THE NECESSARY SECTIONS OF
THE UNIFORM ROOFING PERMIT
APPLICATION FORM AND ATTACH THE
REQUIRED DOCUMENTS AS NOTED BELOW:
Roomy
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
4.
Prescriptive BUR -RAS 150
A,B,C
4,5,6,7
Asphaltic Shingles
A,B,D
1,2,4,5,6,7
Concrete or Clay Tile
A,B,D,E
1.2.3.4.5,6,7
Metal Roofs
A,B,D
1,2,3,4,5,6,7
Wood Shingles and
Shakes
A,B,D
1,2,4,5,6,7
Other
As Applicable
1,2,3,4,5,6,7
ATTACHMENTS REQUIRED:
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 Section R4403, or ff Applicable, RAS 127 or
RAS 128
4.
,Other Component Product Approvals
5.
Municipal Permit Application .
6.
Owners Notification for Roofing Considerations (Reroofing Only)
7.
Any Required Roof Testing /Calculation Documentation
44.20 2010 FLORIDA BUILDING CODE — RESIDENTIAL
HIGH- VELOCITY HURRICANE ZONES
DEC 2 2012
BY: ------ ®---------
° - --
Florida Building Code Edition 2010
High Velocity Hurricane Zone Uniform Permit Application Form.
Section A (General Information)
Master Permit No.
Contractor's Name~
Job Address
Low Slope
❑ Asphaltic
Shingles
Process No.
Ot 04149 /,e 7_°10 /i
N fool si ,(Pef
eF)2 -
ROOF CATEGORY
❑ Mechanically Fastened Tile
❑ Metal Panel /Shingles
0
❑ Mortar /Adhesive Set T le
❑ Wood Shingles /Shake.
0)
iv
e
❑ Prescriptive BUR -RAS 150
ROOF TYPE
❑ New Roof Id Reroofing ❑ Recovering ❑ Repair ❑ Maintenan
ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF)
7
E
0
a
0
ZONING DEPT
BLDG DEPT
SUBJECT TO COMPLIANCE WITH ALL FEDERAL
Section B (Roof Plan)
of Plan: Illustrate all levels and sections, roof drains, scuppers, overflow
and overflow drains. Include dimensions of sections and levels, clearly
tify ." ensions of elevated pressure zones and location of parapets.
2010 FLORIDA BUILDING CODE — RESIDENTIAL
44.21
t
HIGH- VELOCITY HURRICANE ZONES
Florida Building Code Edition 2010
High Velocity Hurricane Zone Uniform Permit Application Form.
Section C (Low Slope Application)
Fastener Spacing for Anchor /Base Sheet
Attachment •
Field: .� " oc @ Lap, # Rows . :04-@ 4F oc
Perimeter: '' 6° oc @ Lap, # Rows G oc
Number of Faste ere Per Insulation
Board i4 4-'
Field Perimeter Corner
Fill in Specific Roof Assembly Components
and Identify Manufacturer
(If a component is not used, identify as "NA")
System Manufactu -er: 6
NOA No.:_ 0-462f f
Design Wind Pressures, From RAS 126 orCaiculat)on3:
-#2•r P2: -11.1 P3: M8.
Max. Design Pressure Fro rr� the Specific NOA
System: S -J
Deck:
Type:e a
Vy
Slope: k--1-1
Anchor /Base Sheet & No. of Ply(s): 41-
AnchorBase Sheet Fastener/Bonding Material:
Gauge/Thickness:
Insulation Base Layer:
NA
Base Insulation Size and Thickness:
Base Insulation Fastener /Bonding Material:
Top Insulation Layer: fll4 --
Top Insulation Size and Thickness:
Top Insulation Fastener /Bonding Material:
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 Manufacturers Details that
Comply with RAS 111 and Chapter 16.
y'°9!<7°..vy
Base Sheet(s) & No. of Ply (s): 4/(�/ 491 4y
Bas Sheet Fastener /Bonding Material:
Tr 11.44,./A4-it vt 41.4/C evil e! /4-01/
Ply Sheet(s) & No. of Ply(s);_ 7.Pft 1 /!� 1 (/ ‹.., /�
Ply Sheet Fastener /Bo mg Material: s 0 /4 f e.9a `v' ��%
4�t eye 44 "R °/
Top Ply: (,, /i�/Ale/i4e" eitil 7 of f •
T7/
Surfacing:
FT. itt
Parapet
Heiaht
vFT. _la
A
r , ondie M r,/al:
Mean
Roof
Height
44.22 2010 FLORIDA BUILDING CODE — RESIDENTIAL
•
IV) l A M ICAO ,
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
GAF Material Corporation.
1361 Alps Road
Wayne, NJ 07470
MIAMI-DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE I603
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 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 desdribed 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 Conventional Built-Up Roof System for Wood Decks,
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state
and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted
herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has
been no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or
change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an
endorsement of any product, for sales, advertising or any other purposes shall automatically terminate
this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of
NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews and revises NOA No. 03- 0501.05 and consists of pages 1 throygh 19.
The submitted documentation was reviewed by Jorge L. Acebo.
•
MIAMI.D4DE C • UNTY
APPROVED
NOA No..: 07-1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 1 of 19
•
Deck Type 1: Wood, Non - insulated
Deck Description: 19/32" or greater plywood or wood plank decks
System Type E: Base sheet mechanically fastened.
All General and System Limitations shall apply.
Fire Barrier:
(optional)
Base sheet:
FireOutTM Fire Barrier Coating, VersaShield ®Non- Asphaltic Fiberglass -Based
Underlayment or SecurockTM.
GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENTo EliminatorTM
Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID®
Heat We1dTM Smooth or RUBEROID® Heat- We1dTM 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 —45 psf, See General Limitation #7)
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 Plates,
12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally
spaced approximately 12" o.c. in the field of the sheet.
(Maximum Design Pressure —4S psi; See General Limitation #7)
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 4" lap staggered and in two rows 9" o.c. in the
field.
(Maximum Design Pressure 52.5 psi; See General Limitation #7)
GAFGLAS1e #80ULTIMATM, RUBEROID®20, RUBEROID ®Mop Smooth,
base sheet attached to deck with approved PA" annular ring shank nails and
inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two
rows staggered with a fastener spacing of 9" o.c. in the center of the membrane.
(Maximum Design Pressure —60 psf, See General Limitation #7)
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 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.
(Maximum Design Pressure —60 psi; See General Limitation #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 psf, See General Limitation #7J
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03t20/08
Page 17of 19
GAFGLAS°a #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 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 —7S psf, See General Limitation #7)
Ply Sheet: One or more plies of GAFGLAS® PLY 4, #80 ULTIMA, RUBERO1D' MOP
Smooth or RUBEROID° 20 adhered in a full mopping of approved asphalt
applied within the EVT range and at a rate of 20-40 lbs./sq.
Cap Sheet: (Optional) One ply of GAFGLAS Mineral Surfaced Cap Sheet or
GAFGLAS " EnergyCapTM Mineral Surfaced Cap Sheet adhered in a full
mopping of approved asphalt applied within the EVT range and at a rate
of 20- 40lbs. /sq.
Surfacing: (Optional, required if RUBEROID`' MOP Smooth or RUBEROID® 20 is top
membrane) Install one of the following:
1. Gravel or slag applied at 400lbs. /sq. and 300 Ibs. /sq. respectively in
a flood coat of approved asphalt at 60 lbs. /sq. or applied in a flood
coat of Leak BusterTM 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 -40 lbs.sq.
3 Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof
Coating, at 1.5 gal./sq.
4. Leak BusterTM MatrixTM 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 +P roof coating applied at 1 to 1.5 gal. /sq.
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: See Fastening Above
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 18 of 19
WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet is required with Ply 4 and Flex PIyTM 6 when used as a mechanically fastened base or anchor
sheet.
2. Minimum ' /a" Dens DeckTM or %" Type X gypsum board is acceptable to be installed directly over the
wood deck.
GENERAL LIMITATIONS:
1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory
for fire ratings of this product.
2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with
Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved
asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or mechanically attached using the
Fastening pattern of the top layer
3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt,
panel size shall .be 4' x 4' maximum.
4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam
insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be
applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8"
ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous
area of ventilation. Encircling of the strips is not acceptable. A. 6" break shall be placed every 12' in
each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of
12 Ibs.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 lbf. insulation attachment shall not be acceptable.
6. Fastener spacing for mechanical attachment of anchor /base sheet or membrane attachment is based on a
minimum fastener resistance value in conjunction with the maximum design value listed within a specific
system. Should the fastener resistance be less than that required, as determined by the Building Official,
a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or
Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal
resistance value taken from Testing Application Standards.TAS 105 and calculations in compliance with
Roofing Application Standard RAS 117.
7. Perimeter and 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 milers, 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
MIAMI • ECOUNTY
APPROVED
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 19 of 19
2007 ROOFING MATERIALS AND SYSTEM
192 ROOF COVERING MATERIALS (TEVT)
Roofing Systems (TGFU) — Continued
Base Coat "A-38 Series ", 0.75 gal /sq.
Second Base Coat: "A -3$ Series ", 0.75 gal /sq.
Wear Coat "•A -38 Series ", 0.75 gal /sq plus walnut shells at 0.75 lbs per
sq.
Surfacing: " A -38 Series ", 0.75 gal /sq plus walnut shells at 0.75 Ibs per
sq.
46 Deck NC Incline: 3/4
Foam: Spray application of 2 -in. thick "Polyfoam 273" (2.7 lb /ft.3 )
Surfacing. Spray application of 28 to 34-mils "U -8730" (aluminum)
47 Deck: NC Incline: 1/2
Insulation: Spray application. thick "Polyfoam 273" (2.7 lb/ft?
Surfacing Spray application of 28 to 34 -mils "U -8782" (ivory)
GAF
136L1'S WAYNE NJ 07470 R1306
"Ruberoid 20" or "Ruberoid Modified Base Sheet" may be utilized as an
altemate to Type G2 base sheets in any of the following Classifications.
1/2 in. thick (min) gypsum board or 1/4 in. thick (min) G-P Gypsum
DensDeck® may be used in any existing noncombustible deck Classification.
When this is done, the resulting roofing system is acceptable for use over
combustible (15/32 in. min) idof decks. The joints in the gypsum board and .
overlayment board are offset 6 in. with the joints in the deck. If polystyrene is
part of the roof system, it must be placed below the overlayment board.
Also, multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to G -P
Gypsum DensDeck® in hot asphalt.
" EnerggyyGuard Ultra" is an acceptable alternate to "EnergyGuard" in any
applicable Classification.
GAF Stratavent Eliminator Venting Base Sheet (Mailable)" may be mechani-
cally attached or hot mopped over noncombustible decks and as a recover over
existing roof systems.
GAFGLAS Perlite Insulation may be utilized as a cover board over "EVER -
GUARD" insulation in any of the following systems.
Unless otherwise. indicated, the roof insulation is mechanically fastened,
adhered with hot mopping asphalt or urethane insulation adhesive. Polysty-
rene reference in any of the following Classficatons include "ENERGuard EPS
Insulation ".
References to glass fiber insulation include "EnergyGuard Fiberglass Insu-
lation ".
ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT
Type .G2 asphalt gI ss mat base sheet ( "GAFGLAS #75 Base Sheet" or
"GAI(LAS #80 UL'TMA ") is a suitable alternate for Type al as p halt glass
fiber ply, sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6" ) in the Class A, B or
C roof syateins indicated below.
The roof deck may fi'r'st be'co.ered with a Type G2 asphalt glass mat base
sheet "GAF Stratavent Eliminator Venting Base Sheet (Perforated)" or "GAF
Stratavent 'Eifxiiinater• Venting Base Sheet (Nailable)" . Perforated to be
mopped and nailable to be mechanically attached granule side down.
As an:o tion:T . ,G2 asphalt, glass mat base sheet ( "GAFG.LAS #7,5 Base
AS
Sheet", " GAFGL #80 ULTIMA" or "GAF Stratavent Eliminator Venting Base
Sheet (Nailable)" may be substituted for GI asphalt glass fiber ply sheet
("GAFGLAS Ply 4" or " GAFGLAS Ply 6 ") as the nailed base ply in the
following systems.
Bottom ply or base sheelti rbay be solid mopped, spot mopped or mechani-
cally fastened. • •
Unless otherwise indicated, all insulations may be hot-mopped or mechani-
cally fastened.
"GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the
Class A, B or C systems listed below.
When "perlite" is referenced, this includes "GAFTEMP PERMALITE®" or
any other UL Classified perlite insulation.
Crushed stone or slag are suitable alternates for gravel in any of the Class A,
B or C systems listed..
Structural cement fiber bnilding units are considered suitable to be included
as a deck in the following Class A, B or C systems listed over C -15/32 or NC.
The use of gypsum board under any of the following Class A, B or C systems
does not adversely effect the rating. The use of 1/2 in. min gypsum board is an
acceptable alternate for insulation over C -15/32 decks.
The .use;of polystyrene insulation board between min 3/4 in. perlite board
and deck with rosin paper (perlite /rosin paper /polystyrene /perlite) is a
suitable alternate for .paper board in the following Class A, B or C
systems.
"BMCA EnergyGuard RA ", "BMCA Tapered EnergyGuard RA" and "BMCA
EnergyGuard RA" may be substituted for any Atlas polyisocyanurate insula-
tion in any of the following Classifications.
Trumbull "fermi Mop" may be utilized with any of the following "Asphalt
Felt Systems with Hot Roofing Asphalt ".
GAFGLAS NO Premium Base Sheet may be used in any of the following
systems.
" GAFGLAS Flex Ply 6" is a suitable alternate to "GAFGLAS Ply 6 ".
DIRECTORY
ROOF COVERING MA
"GAFTEMP
insulation in an
Unless the
Roofing Asphal
Hot roofing a
membranes.
"Ruberoid H Weld" 513S roofing m
" Ruberoid Mop' SBS products in any app
Class A
1. Deck: C -15 32
Insulatio (Optional): One or mo
fiber, i . anurate, urethane, perli
urethane omposite, wood fiber /'
Roofing Systems (TG
lite Recover Board"
of the following NC'Cla
indicated, any of the
" may be surfaced, with "
Class A, B
halt, for use with organic
thickness.
)— Continued
be used in lieu of any perlite
cations.
phalt Felt Systems with Hot
hield MB" at 2.5. — 3.0 gal /sq.
C
'glass felts or modified bitumen
rane may be used in lieu of
ble Classification.
neline: 3
ayers perlite, wood fiber, glass
yanurate composite, perlite/
urate composite, phenolic, any
Ply Shee : Three or more layers
"GAFG • S Ply 6 ", hot mopped.
Surfacing Gravel.
2. Deck: C -15 32
Insulatio (Optional):' One or mo
fiber, is anurate, urethane, perlite
urethane omposite, wood fiber /'
thickness.
Ply Shee : ` Three or more layers
"GAFGL • Ply 6 ".
Cap Shee One layer Type G3
Sheet" or 'EnergyCap Mineral Surfa
3. Deck: NC
Insulatio (Optional): One or mo
fiber, isoc anurate, urethane, perlite
urethane ..mposite, wood fiber /
max.
Ply Shee Two or more layers T
GLAS Ply 6 ".
Cap Shee One layer Type G3 "
Sheet" or EnergyCap Mineral Surfa
4. Deck: NC
Insulatio One or two layers "Iso
Ply Sheet Any UL Classified gravel
mat sy'.ste-�.s
i 1P:0010 / 1`0'.2 2
Slip Shee (Optional): Red rosin pa
One layer Type G2 "G
Gl " GAFGLAS Ply 4" or
ncline: 2
yers perlite, wood fiber, glass
ocyanurate composite, perlite/
urate composite, phenolic, any
Gl " GAFGLAS Ply 4" or
LAS Mineral Surfaced Cap.
Cap Sheet ".
cline: 2
yens perlite, wood fiber, glanl
anurate composite, perlite /,
urate composite, phenolic, 2 iiif,
1. "GAFGLAS Ply 4" or "GAF4
LAS Mineral Surfaced Ca?
Cap Sheet ".
cline: 1/2
R ", 4 in. max, hot mopped.•
aced Class A asphalt glass fi
uv
Base She
nailed).
Ply Sheet: One or more layers Type
Ply 6 ".
Cap Shee • One layer Type G3
Sheet" or ' EnergyCap Mineral Surfac
6. Deck: NC
Base Shee One layer Type G2 "G
Ply Sheet: One or more layers T
GLAS Ply ".
Cap Shee Ohe layer Type G3 "
Sheet" or ' ergyCap Mineral Surfa
Deck: C -15 32
Insulation One or more layers per
thane, perl te/isocyanurate composite
nolic, 1.0 i . min (offset from p1
Base Shee . One or more layers T
Membran One or more layers "Ru
"Ruberoid orch Plus" (granule), "Ru
or "Ruben• id Mop Plus" (granule).
Cap Shee Type G3 " GAFGLAS
"Ever; • Mineral Surfaced Cap S
8. Deck: C -15 32
Insulation (Optional): One or mo
fiber, is urate, urethane, perlite
urethane c posite, wood fiber /i
thickness.
Base She Two or more layers T
Ply Sheet • ptional): One or more
Membran :.:One. or more,layers "Ru
"Ruberoid orch Plus" ;(granule), "Ru
or "Ruben. d `Mop Plus `:(granule).
line: 1
, nailed to deck.
LAS #75 Base Sheet" (may
GAFGLAS Ply 4" or GAFG
LAS Mineral Surfaced C
Cap Sheet ".
cline: 3
LAS #75 Base Sheet ".
1 "GAFGLAS Ply 4" or -G
FGLAS Mineral Surfaced
Cap Sheet ".
dine: 2 .
glass fiber, isocyanurate,
rlite /urethane composite, p
rots 6'in.)..
1; G2 or G3 - •
id Torch" (Smooth or. Grail
id Mbp" (Smooth or Gran
eral Surfaced Cap Sheet"`
" hot mopped -
cline: 2
yers perlite, wood fiber.
anurate composite,
urate composite, phenoli
1 nriw.Ff1R THF.1ll .MARK`ANvPPflft
rtt
2 or G3. .
Type Gl.
fd Torch" ( mooch or G
id Mop" (Smooth or G
r (1. - r Z - ZVol
111111111111111111111111111111111111111111111
C :FN 201280922337
NOTICE OF COMMENCEMENT OR 8k 28411 Ps 3705; (ips)
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION RECORDED 12/21/2012 11:45:39
HARVII RUVINt CLERK OF COURT
NIAMI -LADE COUNTY B FLORIDA
LAST PAGE
PERMIT NO. 2- Mao
STATE OF FLORIDA
COUNTY OF MIAMI -DADE:
TAX FOLIO Nall .9 s 02-4 -02-10
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: i Li / ta. f
P't k omtk, eli,tAxf,s 3 1 le
2. Description of improvement:
3. Owner(s) name and address:
Interest in property:
capit,
Name and address of fee simple titleholder:
4. Contractor's name and address:,
5. Surety: (Payment •ond required
Name and Address:
Amount of bond $
6. Lender's name and address:
t'. /iti c,
by owner from contractor1 E- _ Y f,_[R^i I?-Y F .ttfe ms' C71` tt;Y.
0601.Y ::,v4 :,, iflll i x' ..., -- :':::':111'
HAW RU` N. CLERK.. c,; r;, •td County Cc 1i•3
S
D.c. �+
7. Persons within the state of Florida designated by Owner upon whom notices or or document may be served as
provided by Section 713.13(1)(a)7., Florida Statutes. '`x'77
Name and Address:
8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided
in Section 713,13(1)(b), Florida Statutes.
Name and Address:
9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a
different date is specified)
Signature of O ner
Print Owner's Name
Prepared by -"., 91
Sworn to and subscribed before me this ,- day of , 20 IL- .
Address: //14: (t Cti / SV d" ¶ L
�Y Gdi q
c 1 14s//
Notary Public:
Print Notary's ame: 15'4'V A
My commission expire? k<°t <: ' .