381 NE 98 StMIAMI SHORE ‘,S VILLAGE
BUILDING DEPARTMENT
305- 795 -2204
Building Inspection Request
Date 1
Type Insp'n
Permit No °,. _�� J iai'
Name (�,'V L ,V (1) •j j Ct
Address, 5
Company C\-j0
Phone #
Inspection Date 5/
4
Approved
Correction
Re- Insp'n Fee ❑
MIAMI SHORTS VILLAGE
BUILDING DEPARTMENT
305-795-2204
Building Inspection Request
Date
•
Type Insp'n ,
■•„--
Permit No.
,
Name
4 '
Address
;
2
Company
Phone #
Inspection Date
Approved
Correction
Re-Insp'n Fee
1,.
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT N�
305- 795 -2204 \b
Building Inspection Request
Date 3®
Type lns 'n 1� I I �Ct NO
13P cti-LIOG
YP (
P
Permit No.
Name t I v Ic
Address 361 NE C T8 7
Company �A
Phone #
Inspection Date t5. 3
Approved
Correction ❑
Re- Insp'n Fee ❑
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305-795-2204
Building Inspection Request
Date
if 4 4
Type Insp'n 1
4 • -■ • E
Permit No. 1
Name
Address
Approved
Correction
Re-Insp'n Fee
r r
•
fr 4 -
Company . ;
Phone #
Inspection Date . ;
BUILDING
PERMIT APPLICATION
FBC 2001
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
0?)/
Permit No. z00 " 4O .
Master Permit No.
Permit Type (circle): Building Electrical Plumbing Mechanical
Owner's Name (Fee Simple Titleholder) Carter Winkle Phone # 305
Owner's Address 381 N E. 98 Street
City Miami Shores State Florida Zip 33138
Tenant/Lessee Name Phone #
Job Address (where the work is being done) 381 N. E. 98 Street
City Miami Shores Village County Miami -Dade Zip 33138
Is Building Historically Designated YES NO X
Architect/Engineer's Name (if applicable) Phone #
$ Value of Work For this Permit 1 2 0 0 s q . Square Footage Of Work: $4,700.00
Contractor's Company Name Quality Roofing Contractor Phone# 305 -751 -0382
Contractor's Address 251 N.W. 1st Avenue
City Miami State Florida Zip 33168
Qualifier Carlos Arocho
Type of Work: ['Addition ❑Alteration ['New ] Repair/Replace ❑ Demolition
Describe Work: Tear off old roof to wood deck, tin cap glass base, mop !" insulation
board, mop two plies of ply4, surface to mop Mineral Cap sheet.
G 1 - _ Iu — IO - I * * * * * * * * * * * * ** ** **F
Submittal Fee $ 50 ,� C Permit e 7S" CF $ 3, 0 0 CO /CC
Notary $ Training/Education Fee $ 1 .. 0 0 Technology Fee $ , ( r i
Scanning $ T t 0 a Radon $ Zoning Bond $
Code Enforcement $ Structural Plan Review. $
Total Fee Now Due $ - k \ 1 t ,)43)
(Continued on opposite side)
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
OWNER'S 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 reinspeption fee will be charged.
Signature
Owner or Agent
The foregoing instrument was acknowledged before me this 1/
day of M4 t'C1 _ , 20C V , by e i - 140z e
who is personally known to me or who has produced
As identification and wito did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My Commission Expires: :r,PlhG:c c... , ) 79
2005
* * * * * * * * * * * * * * * * * * * ** k** : *. *.*-ia * * *,*4 r4*
Chc 12/15/03
4,0
APPLICATION APPROVED BY:
e
Signature
NOTARY PUBLIC:
Sign:
Print:
My Commission Expires:
** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
f Competency Holder)
State Certificate or Registration No. Certificate of Competency No.
Contractor
The foregoing instrument was acknowledged before me this //1
day of `"!i cc. k , 20 5''7 , by &.,'
who is personally known to me or who has produced„.-
as identification and ho did take an oath.
7
Pik„
M RYLOU HERNANDEZ
c '' MY COMMISSION 00579
ifs*** ik Vfi l ?Lreic i f0ier 1 0, 0
R r Hcnded Thru Notary Pub!'c Unnd: rl; tO rn
***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Plans Examiner
Engineer
Zoning
SECTION 1524
HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with
the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter
15 of the Florida Building Code, Building 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 that the item has been
explained.
___1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane
Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion
performance standards. Aesthetics (appearance) issues 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.
e 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be
renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida
Building Code. (The roof deck is usually concealed prior to removing the existing roof system).
04 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. The Florida Building Code provides the
option of maintaining this appearance.
Or . 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
ori_inal 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 ma.y block this discharge if
overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in
accordance with the Florida Building Code, Plumbing.
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.
Owner's / gent's Signature
Y /l(iO3
Date
C:Documenu and Settiogekhnmmne\Local Settiag.\Temp\Temporary Internet Files \Content.IES\OKLBAVI I \SECTION 1524111.doc
1
High Velocity Hurricane Zone Uniform Roofing Permit Application Form
MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION
Master Permit No.
Contractor's Name:
Quality Roofing Contractor, Inc. 381 N.E. 98 Street
Roof Category
Low Slope ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile
Li Asphaltic Shingles ❑ Metal Panel /Shingles Li Wood Shingles /Shakes
❑ Prescriptive BUR -RAS 150 ❑ Other:
Roof Type 11 I ,
New Roof ® Re- Roofing El Recovering u Repair U Maintenance
Are there Gas Vent Stacks located on the roof? ❑ Yes No If yes, what type? Li Natural ❑ LPGX
Low slope roof area (ft. 1200sq.
Section A (General Information)
Process No.
Job Address:
Roof System Information
Steep Sloped area (ft. n/a
Section B (Roof Plan)
Page 2
Total (ft. 12Sq.
Page 1 of 1
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.
Perimeter Width (a'):
Corner Size (a' x a'):
http: / /www.co miami- dade.fl.us/bldg/ roofing_ permiting /permit_app_section_a.HTML 3/16/2004
High Velocity Hurricane Zone Uniform Roofing Permit Application Form
MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION
Illustrate Components Noted and Details as Applicable:
Woodblocking, Gutter, Edge Terminations /Stripping /Flashing, Continuous Cleat, Cant Strip, Base
Flashing,Counterflashing, Coping, Etc.
Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material
Thickness, Fastener Type, Fastener Spacing
Or: Submit Manufacturers Details that Comply with RAS -111 and Chapter 16.
v
3 1.,�
Page 3a
Q � ' rt _
Parapet Wall ea
MeanRocfH ig t J•t.
Page 1 of 1
http: / /www.co miami-dade.fl.us/bldgfroofing_permiting/section_c_4_2.html 3/2/2004
Page 1 of 1
System Manufacturer:
GAF Material Corporation
NOA No: 03- 0501.05
Pmax1: -49.2
Pmax3: -124.3
Other Deck Type:
n/a
Joist Spacing:
n/a
Slope: 1/2"
High Velocity Hurricane Zone Uniform Roofing Permit Application Form
MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION
Section C (Low Sloped Roof System)
Fill in the Specific Roof Assembly components and Identify Manufacturer
(If a component is not used, identify as "NA ")
Design Wind Pressures, From RAS 128 or Calculations:
Pmax 2: -82.6
Maximum Design Pressure, From the Specific
NOA System: -52.5
Deck type: 1" x 6" T & G
* These decks require a fastener pull test by
an approved test labratory
Anchor/Base Sheet & No. of Ply(s):
Gafglas #80 Ultima
Anchor /Base Sheet Fastener /Bonding Material:
1 1/4" R/S Nails
Insulation Base Layer /Size & Thickness:
1" Gaftemp Insulation Board
Base Insulation Fastener /Bonding Material:
Type III mopping asphalt
Top Insulation Fastener /Bonding Material:
n/a
Insulation Top Layer /Size & Thickness:
n/a
Page 3
Wood Nailer:
8 Penny Nails
Base Sheet(s) & No. of Ply(s):
n/a
Base Sheet Fastener /Bonding Material:
n/a
PIy Sheet(s) & No. of Ply(s):
Two plies of Gafglas PIy 4
Ply Sheet Fastener /Bonding Material:
Type III mopping asphalt
Drip Edge Size & Gauge: 3" face 26 ga.
Drip Edge Material Type: Galvinized Metal
Hook Strip /Cleat gauge or weight: N/A
Coping Metal: n/a
Top Ply: Gafglas Mineral Surfaced Cap
Top Ply Fastening /Bonding Material:
Type III mopping asphalt
Surfacing:
n/a
FASTENER SPACING FOR BASESHEET ATTACHMENT
Fastener Type:
1 1 /" R.S. Nails
Altemate Fasteners: n/a
1. Field: 9 " o/c @ laps & 2 rows @ 9 "o/c
2. Perimeter: 6 " o/c @ laps & 4 rows @ 6 " o/c
3. Comers: 6 " o/c @ laps & 4 rows @ 6 " o/c
NUMBER OF FASTENERS PER INSULATION BOARD
Field: n/a Perimeter: n/a Comer n/a
http: / /www.co miami-dade.fl.us/bldg/roofing_permiting/section_c_4.html 3/16/2004
MIAMFDADE
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 1603
• MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product
Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having
Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The 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 High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Deck.
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 shrill 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 NOA #02 0408.09 and consists of pages 1 through 21.
The submitted documentation was reviewed by Frank Zuloaga, RRC
NOA No: 03- 0501.05
Expiration Date: 11/04/08
Approval Date:10/23 /03
Page 1 of 21
APPROVED ASSEMBLIES
Deck Type 1I: Wood, Insulated
Deck Description: 19/32' or greater plywood or wood plank
System Type A (1): Anchor sheet mechanically fastened, all layers of insulation adhered with
approved asphalt.
All General and System Limitations shall apply.
One or more layers of any of the following insulations.
Insulation Layer (Table 2) Insulation Fasteners Fastener
(When applicable: Steel plate only =S, platic plate only (Table 3) Density /ft
=P)
ACFoam -I, ENRGY 2, GAFTEMP® Isotherm R, E'NRG'Y 2 Plus, GAFTEMP Isotherm RA,
GAFTEMP Isotherm RN, GAFTEMP Composite, GAIrrEMP Composite A, GAFTEMP .
Composite N, BMCA EnergyGuard, BMCA EnergyGuard Composite, EverGuard ISO, ISORoc,
EnergyGuard RA, EnergyGuard RA Composite
Minimum 1" thick N/A N/A
BMCA High Density Wood Fiber, GAFTEMP® High Density Wood Fiber, GAFTEMP
RecoverBoard, Wood Fiber, GAFTEMP® Fiberboard
Minimum Y2" thick N/A N/A
Perlite, GAFTEMP® Permalite®, Permalite Tapered, Paroc
Minimum 3 A" thick
Fiberglas (Min. 15/16" thick)
Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt
within the EVT range and at a rate of 20 -40 lbs/100 ft Please refer to Roofing Application
Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only
as base layers with a second layer of approved top layer insulation installed as the final membrane
substrate. Composite insulation panels may be used as a top layer placed with the
polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS STRATAVENT®
Eliminator Perforated laid dry or a layer of GAFTEMP® PERMALITE or wood fiber overlay
board on all isocyanurate applications.
Anchor sheet: GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated
Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS
Heat- We1dTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet
mechanically fastened as described below;
Fastening Options: GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or
any of above Anchor 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)
N/A N/A
N/A N/A
NOA No: 03- 0501.05
Expiration Date: 11/04/08
Approval Date:10/23 /03
Page 10 of 21
GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or
any of above Anchor sheets attached to deck with Drill -Tec (GAFTITE) #12 or
#14 Screws and 3" 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 —45 psf, See General Limitation #7)
GAFGLAS Flex PlytM 6, GAFGLAS #75 Base Sheet or any of above Anchor
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 psf, See General Limitation #7)
GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with
Drill-Tec (GAFTITE) #12 or #14 Screws and 3" 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 psf, See General Limitation #7)
Any of above Anchor sheets attached to deck approved annular ring shank nails
and 3" inverted Drill-Tec (GAFTITE) 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 #7)
GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with
Drill -Tec (GAFTITE) #12 or #14 Screws and 3" 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 Limitation #7)
Base Sheet: (Optional) Install one ply of GAFGLAS® #75, GAFGLAS #80 Ultima' Ultra
Base Sheet, GAFGLAS STRATAVENT Eliminator Perforated, RUBEROID
Modified Base Sheet, RUBEROID Mop Smooth, RUBEROID® 20 RUBEROID
SBS Heat -Weld Smooth or RUBEROID.SBS Heat -Weld directly over the top
layer of insulation. Adhere with any approved mopping asphalt applied within
the EVT range and at a rate of 20-40 lbsisq; (see General Limitation #4).
Ply Sheet: One or more plies GAFGLAS PLY 4 ®, GAFGLAS Flex Ply 6 sheet, #80 Ultima,
RUBEROID 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 adhered in a
full mopping of approved asphalt applied within the EVT range and at a rate of
20-40 lbsJsq.
Surfacing: (Required if no cap sheet is used) Install one of the .following:
Maximum Design
Pressure: See Fastening above.
1. GAF Special Roofing Bitumen with an application rate of 20 lbsisq with an
application rate of 1.5 galJsq.; or GAF WEATHER COAT® Emulsion
(Matrix 305 Fibered Emulsion) with an application rate of 3 gal. /sq.; or GAF
Premium Fibered Aluminum Roof Coating (Matrix System Pro Aluminum
Roof Coating Fibered 301) with an application rate of 1.5 gal. /sq.
2. Asphalt flood coat at an application rate of 60 lbsJsq. t 20 %; plus gravel or
slag with an application rate of 400 lbs./sq. & 300 lbs. /sq., respectively.
3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus
(Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC
applied at rate of 1 -1.5 gal/sq.
NOA No: 03- 0501.05
Expiration Date: 11/04/08
Approval Date:10/23 /03
Page 11 of 21
WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or
anchor sheet.
2. Minimum 1 /a" Dens Deck or 1 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 12lbs.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. (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 Roofmg 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: 03- 0501.05
Expiration Date: 11104/08
Approval Date:10/23 /03
Page 21 of 21
,
•
Roofing Systems (TGFU)— Continued
GAFGLAS #80 Premium Base Sheet may be used in any of the following
systems.
"CAFglas Flex Ply 6" is a suitable alternate to "GAFglas Ply 6 ".
"GAFTEMP Permalite Recover Board" may be used in lieu of any perlite
insulation in any of the following NC Classifications.
Class A, B and C
Hot roofing asphalt, for use with organic and glass felts or modified bitumen
membranes.
"Ruberoid Heat Weld" SBS roofing membraner may be used in lieu of
"Ruberoid Mop" SBS products in any applicable Classification.
Class A
Deck: C -15/32 Incline: 3
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/
urethane composite, wood fiber /isocyanurate composite, phenolic, any
thickness.
Ply Sheet: Three or more layers Type G1 "GAFGLAS Ply 4" or
"GAFGLAS Ply 6 ", hot mopped.
Surfacing: Gravel.
2. Deck: C -15/32 Incline: 2
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/
urethane composite, wood fiber/isocyanurate composite, phenolic, any
thickness.
Ply Sheet: Three or more layers Type G1 "GAFGLAS Ply 4" or
"CAFGLAS Ply 6 ".
Cap Sheet: One layer Type G3 " GAFGLAS Mineral Surfaced Cap
Sheet'.
3. Deck: NC Incline: 2
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/
urethane composite, wood fiber/isocyanurate composite, phenolic, 2 in.
max.
Ply Sheet Two or more layers Type Gl " GAFGLAS Ply 4" or "GAF -
GLAS Ply 6 ".
Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap
Sheet".
4. Deck NC Incline: 1/2
Insulation: One or two layers "Isotherm R ", 4 in. max, hot mopped.
Ply Sheet Any UL Classified gravel surfaced Class A asphalt glass fiber
mat system.
3. Deck: C -15/32 Incline: 1
Slip Sheet (Optional): Red rosin paper, nailed to deck.
Base Sheet: One layer of Type G2 "GAFGLAS #75 Base Sheet" (may be
nailed).
Ply Sheet One or more layers of Type GI " GAFGLAS Ply 4" or
GAFGLAS Ply 6 ".
Cap Sheet One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap
Sheet".
6. Deck: NC Incline: 3
Base Sheet One layer of Type G2 "CAFGLAS #75 Base Sheet".
Ply Sheet One or more layers of Type G1 "GAFGLAS Ply 4" or
GAFGLAS Ply 6 ".
Cap Sheet: One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap
Sheet".
7. Deck: C -15/32 Incline: 2
Insulation: One or more layers perlite, glass fiber, isocyanurate, ure-
thane, perlite/isocyanurate composite, perlite /urethane composite, phe-
nolic, 1.0 in. min (offset from plywood joints 6 in.).
Base Sheet: One or more layers of Type Gl, G2 or G3.
Membrane: One or more layers of "Ruberoid Torch" (smooth or
granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or
granule) or "Ruberoid Mop Plus" (granule):
Cap Sheet: " GAFGLAS Mineral Surfaced Cap Sheet", hot mopped.
3. J Deck: C -15/32 Incline: 2
Insulation (Optional): One or more layers perlite, wood fiber, glass(Optional) :nne or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/
urethane composite, wood fiber/isocyanurate composite, phenolic, any
thickness.
Base Sheet Two or more layers of Type G2 or G3.
Ply Sheet (Optional): One or more layers of Type Gl.
Membrane: One or more layers of "Ruberoid Torch" (smooth or
granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or
granule) or "Ruberoid Mop Plus" (granule)!
ROOF COVERING MATERIALS (TEVT)
LUUL 111.0 Vr 11iu 1111H 1 tttlMLb HI '4U bib l tlVlb UIHtI: It) Y
LOOK FOR THE UL MARK ON PRODUCT
ROOF COVERING MATERIALS (TEVT) 173
Roofing Systems (TGFU)— Continued
Cap Sheet: "GAFGLAS Mineral Sihfaced Cap Sheet", hot mopped.
Class B
1. Deck: C -15/32 Incline: 3-1/2
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/
urethane composite, wood fiber /isocyanurate composite, phenolic, any
thickness.
Ply Sheet Two or more layers of Type Gl "GAFGLAS Ply 4" or
"GAFGLAS Ply 6"
Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ", hot
mopped.
2. Deck: C -15/32 Incline: 3 -1/2
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/
urethane composite, wood fiber /isocyanurate composite, phenolic, any
thickness.
Base Sheet: Two or more layers of Type Gl, G2 or G3.
Membrane: One or more layers of "Ruberoid Torch" (smooth or
granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or
granule) or "Ruberoid Mop Plus" (granule).
Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped.
Class C
1. Deck: C -15/32 Incline: 1/2
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/
urethane composite, wood fiber/ isocyanurate composite, phenolic, any
thickness.
Ply Sheet: Three or more layers of Type G1 "GAFGLAS Ply 4" or
"GAFGLAS Ply 6 ".
Surfacing: "Special Roofing Bitumen" 20 lbs /sq.
COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR
Class A
1. Deck: C -15/32 Incline: 1/2
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/
urethane composite, wood fiber / isocyanurate composite, phenolic, any
thickness.
Ply Sheet: Three or more layers of Type Cl "CAFGLAS Ply 4" or
"GAFGLAS Ply 6 ", hot mopped with coal tar bitumen.
Surfacing: Gravel.
COMBINATION HOT AND COLD SYSTEMS
Class A
1. Deck: NC Incline: 2
Insulation (Optional): One or more layers perlite, wood fiber or glziss
fiber, 2 in. max.
Ply Sheet: Three or more layers of Type G1 "GAFGLAS Ply 4" or
" GAFGLAS Ply 6 ".
Surfacing: Grundy Industries
1 -1/2 gal /sq.
2. Deck NC Incline: 1
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/
urethane composite, wood fiber/ isocyanurate composite, phenolic, any
thickness.
Ply Sheet: Three or more layers of Type Gl "CAFGLAS Ply 4" or
"GAFGLAS Ply 6 ".
Surfacing: "Weather Coat Emulsion" at 3 gal /sq.
3. Deck: NC Incline: 1/2
Insulation: One or two layers "Isotherm R ", 4 in., hot mopped.
Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber
mat system.
4. Deck: NC Incline: 2 •
Insulation (Optional): Isocyanurate, perlite, isoryanurate /composite„
wood fiber and glass fiber, any thickness, mechanically fastened.
Base Sheet: One ply Type G1'or G2, mechanically fastened or hot
mopped.
PIy Sheet: One or more plies Type GI or G2, adhered with hot roofing
asphalt.
Surfacing: "GAF Premium Fibered Aluminum Roof Coating ", 1 -1/2
t gal /sq or "GAF Weather Coat Emulsion ", 3 gal /sq.
5. Deck NC Incline: 1
Insulation (Optional): Perlite, glass fiber, polyisocyanurate, wood fiber,
mechanically fastened, any thickness.
"al MB Aluminum Roof Coating" at
Interest In property: Owner
Notary Public
Print Notary's Name
My Commission Expires
NonCE OF COMMENCEMENT
A RECORDED COPY MUST U POSTED ON THE JOB SITE AT TIME OF FIRST INSPICTION
PERMIT N0. TAX FOLIO NO.
STATE OF FLORIDA:
COUNTY OF DADE:
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property. and in accordance with
C3aptr 713. Florida Stables. the following information is provided in this Notice of Commencement.
1. Legal description of property and etreef address: 381 N.E. 98 Street
3.Owrisr(s) name and address: Carter Winkle
Name and address of fee simple titleholder: N/A
5. Suretr(Payment bond required by owner from contractor, if any)
Nance and address: N/A
Amount of bonds 0 0
6 Lender's name and address: N/A
Miami Shores, Florida 33138
2 D escription of i mprovement: Reroof to a new Flat Cap sheet roof.
381 N.E. 98 Street Miami Shores, Florida 33138
4. Contractor's name and address: Quality Roofing Contractor, Inc.
13800 NW 1 st Ave, Miami ,Florida 33168
7. Persons within the State of Ftarida designated by Owner upon whom notices or other documents may be served as provided
by Section 713.13(10)7.. Florida Statutes,
Name and address: N/A
S. h addition m.•Wilmsell, Owner designates the following person(s) to receive a copy of the Lisnor's Notice as provided in
Section 713.13(1)(b), Florida Statutes.
Name and address: N/A
9. Epgkalfon dale of .this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a
dMfererrt date is specified)
re of Owner /�
Print Owner's Name (; i Z 'Z /4 // ` ki/kee --
Swan to and subscribed before me this day of c , 20 7 .
•ctober 10, 2005
?.ft t; : Bonded Thru Notary Publ c Un '
yet !I FLORIDA, COUNT OFD DE
i F.''i 1F Y That , us rs e r op/ of fho
1.';!f 11 GUS Oiit
1
CFN 21304-R020058
OR Bk 22147 P9 1467; (1Ps)
RECORDED 03/24/2004 12:13:21
HARVEY RUVINr CLERK OF COURT
MIAMI -DADE COUNTYr FLORIDA
LAST PAGE
p b Carlos Arocho
Quality Roofing Contractor, Inc.
Address: 13800 NW 1 st Av nup
Miami ,Florida 33168
07
Building Permit
Miami Shores Village
10050 NE 2nd Avenue
Phone: 305 - 795 -2204 Permit Number: BP2004 -406
Printed: 3/26/2004
Applicant: CARTER WINKLE
Owner: WINKLE CARTER
JOB ADDRESS: 381 NE 98 ST
Contractor QUALITY ROOFING CONTRACTORS INC Contractor's Address: 13800 NW 1 AVE
Local Phone: 305 - 751 - 0382
Parcel # 1132060135650
Page 1 of 1
Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 22 & W25FT LOT 23 BLK 41 LOT SIZE
Fees: Description Amount
FEE2004 -3278 Building Fee $275.00
FEE2004 -3279 CCF $3.00
FEE2004 -3281 Training and Education Fee $1.00
FEE2004 -3282 Technology Fee $6.88
FEE2004 -3283 Scanning Fee $9.00
Total Fees: $294.88
Total Fees: $294.88
Total Receipts $0.00
f\
Permit Status: APPROVED Permit Expiration: 9/20/2004 Construction Value: $4,700.00
Work: ROOF FLAT ROOF
APR or 10
Signed: (INSPECTOR)
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict
conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work
done by either myself, my agent, servants or employes.
Signed: (Contractor or Builder) BY:
f