RF-07-2164RE -ROOF CARPORT FLAT ROOF
r
Passed
nspector Comments
r
Failed
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled
re- inspection fee is paid .
until
Inspection Date: 'WI WICTI-
Inspector: Grande, Claudio
Project: <NONE>
Thursday, October 25, 2007
eee
Owner: KINGSBURY, NEIL
Job Address: 577 96 Street NE
Miami Shores, FL 33138-
Contractor: DALEY ROOFING INC
Building Department Comments
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Block:
Phone Number
Permit Type: Roof
Inspection Type: Tin Cap
Work Classification: Roof - New
Parcel Number 1132060171590
Lot:
Phone: (305)754 -9892
Page 2 of 2
Project Address
577 NE 96 Street
Miami Shores, FL 33138-
Owner Information
NEIL KINGSBURY
Miami Shores Village
10050 N.E. 2nd Avenue
Miami Shores, FL 33138-0000
Phone: (305)795 -2204
Contractor(s)
DALEY ROOFING INC
Phone CeII Phone
(305)754 -9892
Fees Due
CCF
Education Surcharge
Notary Fee
Permit Fee - New Roof
Scanning Fee
Technology Fee
Total:
Amount
$1.20
$0.40
55.00
$250.00
$9.00
$6.25
$271.85
Authorized Signature: Owner / Applicant / Contractor / Agent
Building Department Copy
Address
Permit
Permit NO. RF -10 -07 -2164
Permit Type: Roof
Work Classification: Roof - New
Permit Status: APPROVED
Issue Date: 10 /2512007 Expiration: 04/22/2008
Parcel Number
1132060171590
Block: Lot
8817 NE 4 Avenue Road
MIAMI SHORES FL 33138-
Phone
Type of Work: Re Roof
Additional Info: COLOR THRU
Classification: Residential .
Applicant
NEIL KINGSBURY
Valuation:
Total Sq Feet:
Available Inspections :
Inspection Type:
Hot Mop
Tin Cap
Tile In Progress
Final Roof
Up Lift Report
Nailing Affidavit
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 responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated.
October 25, 2007
Date
CeI
$ 2,000.00
200
Thursday, October 25, 2007 1
BUILDING a ,
Erl
PERMIT APPLICATION
FBC 2004
Permit Type (circle): Building Electrical Plumbing Mechanical
Owner's Name (Fee Simple Titleholder) SA j,//2 f. Phone # 7 Pay
Owner's Address 577 4.E
City /4/ ,/ ,51/z)L! S State
Tenant/Lessee Name Phone #
Job Address (where the work is being done)
City Miami Shores Villa e
FOLIO / PARCEL #
Contractor's Company Name ) ,&V4G4,
Contractor's Address 73I A/k) /CT %
City /VI i
Type of Work:
Describe Work:
Structural Review. $
Architect/Engineer's Name (if applicable)
Value of Work For this Permit $
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (30 ) 795.2204 Fax: (305) 756.8972
DAddition DAlteration
t2.c, 29or 0,41-a.19.01-7-
577 il,E fie i
County Miami -Dade
Is Building Historically Designated YES NO
State
Qualifier Name Dia,kael a
State Certificate or Registration No. fT (2.16 57J '3Z)
******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * F ees * * * * * *�
Submittal Fee $ Permit Fee $ 247
Notary $ 0 . Training/Education Fee $ I `O
Scanning $� Radon $ DPBR $
Bond $ Code Enforcement $ Double Fee $
Master Permit No.
Zip 33/31
40Ci Phone # 30,- 7 &-/ l Z
Zip 3311
Phone #
Certificate of Competency No.
Phone #
3:1A2 .BA+t28$WW
eoiufl to orate aHduq istoN
C I .T net nitgl3 nc + i ; ttto
e t 't TV; CO IA noir 1Rep
CCF $ i� CO /CC
Technology Fee $
Zoning $
Total Fee Now Due $
EVE it
OCT 2 4 2001 p,
BY: 14
Permit No. 0-R51 2) C4
Zip 33/ 30
* * * * * * * * * * * *
2 1
See Reverse side -->
❑ Demolition
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 Ali la 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 Signature
APPLICATION APPROVED BY:
(Revised 02/08/06)
WASSAIL SAFE
Nelm7 Public - State of Florida
expues Jan 7, 2011
Commission 11 00 62714
Banded7trouph NationsiNclaryAssn.
Sign:
Print:
O er or Agent Contractor rtrA
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this .27
day of Od . i by B(.',. :Iit day ofOriob ,20
. who is personally known to me or who has produced ! who is personally known to me or who has produced
CP( LlLL A4?As identification and who did take an oath.
NOTARY PUBLIC: NOTARY/?UILIC:
I,J
Sign: `r_: + ''iC=
Print: f ;-
My Commission Expires:
0 lire 1 0m
307 as
'Qvz 20
My Commission Expires:
/0/47
identification and who did take an oath.
Da e
Plans Examiner
Engineer
Zoning
4
High Velocity Hurricane Zone Uniform Roofing Pernnit Application Form
taster +elrell No.
me• }.
Conlacte�'s Name � y Job Address / /
* Roof Category
Low Slope .•..INechentcatly Fastened The _tioridNAdhesive Set The
_Aphahlc SIifngles ._Metal PaneUSh1n tee Y • ..:.Wend Shingles/Shakes
....Presealptive BUR•RAS 150 „M !
— New imam — !tooting
Ara (hem Gas Yenl Slacks located on the mot? Yes
Roof System Information
Low slope roof area ''
(n•i Steep Slo{n� area (h.) Tote) ((l,a= •
roamer; Plan; ■aaiete a0 levels end serdens. roof drains. scuppers, overflow scuppers and endow drains. Include dimensions
secUans end levels. &ady tden9 vborne of elevated pressure zoned and Wagon el parapets. • •
tiYtr (e - : Corner Me af
•
APPROVED Y - \ ° - DATE.
ZON G EPT
BLDG DEPT
SUBJECT TO COMPI_IAN
c r n,HD ITN( `''' - "LES AI' .1D REGULATIONS
Section A (General Information)
Process No.
Section B (Roof Plank
• • •
Roof Type •• •
.._.Recovering „ Repair ,_ Maftdensiue..: • •
h•• t n SM +^ YOG
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if yes, what type? '•;.Nat iPar •l.Pt3X: .. •
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ti 51
SECTION R4402.13 ocT
2 4 2 1 '�
HIGH VELOCITY HURRICANE ZONES — REQUIRED O NOTLFICATION
FOR ROOFING CONSIDERATIONS
R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner
with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section
R4402 govern the minimum requirements and standards of the industry for roofing system installations.
Additionally, the following items should be addressed as part of the agreement between the owner ant the
contractor. The owner's initial in the designated space indicates that the item has been explained
between the owner and the contractor.
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 convsidelation
respect to workmanship provisions. Aesthetic issues such as color or arcbitcrctttral ......
appearance, that are not part of a zoning code, should be addressed as ptirt q the ag44 nt ' •
......
• • •.. ..... • . •••• •
•... .
2. Renailing wood decks: When replacing roofing, the existi wood roof c�gck ......
may have to be mailed in accordance with the current provisions of Sddtion R440& the • • • •
roof deck is usually concealed prior to removing the existing roof systal . •
• .••• .
• •.
.
3. Common roofs: Common roofs are those which have no visible delineatiop .... .
•
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. s J1(' 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. The provides the option of maintaining the appearance.
5. �!1 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 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.
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.
/4407- C /6
Own /A e is Si Date Contractor Signature Date
g �
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diet. Spoeii isti11 Sht
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sting:
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*tit t it Flshi th ^i er •. eee--- ��L .•••
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Materiel Thickness. Fastener type Cadener
9: or mt Maitf Mari -'.at #Mils. that
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MIAM
CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
GAF Material Corporation
1361 Alps Road
Wayne, NJ 07470
AIIAMI DADE COUNTY, FLORIDA
METRO -DADE FLAMER 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 dal• •.
The documentation submitted has been reviewed by the BCCO and accepted by the Bu ilding+Codd and Product
Review Committee to be used in Miami Dade County and other areas where allowed by the &u h , Y "
Jurisdiction (AHJ). ••••••
•
• •
•
This NOA shall not be valid after the expiration date stated below. The Miami Dade Coana•Produc'4 ecqprol
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Countyirve the sight to
have this product or material tested for quality assurance purposes. If this product or mate$fal'lbfts to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the ps 1ay immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. B feserveettletight
to revoke this acceptance, if it is determined by Miami Dade County Product Control DiviSipp'tit this 4Vdct or
material fails to meet the is of the applicable building code.
reRuiremen app drug • •
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 Ruberoide Modified Bitumen Roof System for Wood Decks.
LABELING: Each unit shall bear a permanent label with the manufacturer's nave or logo, city, state and
following dement; "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 NOA #02- 0408.10 and consists of pages 1 through 31
The submitted documentation was reviewed by Frank Zuloaga, RRC.
NOA No: 03- 0501.02
Expiration Date: 11/06/08
Approval Date:10/23/03
Page 1of32
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Membrane Type: APP /SBS Heat Weld
Deck Type 1: Wood, Non - insulated
Deck Descrlptlon: 19 / 32 " or greater plywood or wood plank decks
System Type E (1): Base sheet mechanically fastened.
All General and System Limitations shall apply.
Base sluff GAFGLAS #80 Ultimam Base Sheet, STRATAVENT® Eliminator Perforated
Nailable, RUBEROID Modified Base Shit, RUBEROID MOP Smooth,
RUBEROID® 20, RUBEROID SBS HeatWeldTM Smooth or RU$ERQID SBS••• •
Heat Weld 25 base sheet mechanically fastened to deck as describ A elOw; ....
Fastening Options: GAFGLAS® Ply 4®, GAFGLAS Flex P1yTm 6, GAFGLAS #75 liisiEllieet or ati r• • •
of above Base sheets attached to deck with approved annular ring glwp$c nails and •
tin caps at a fastener spacing of 9" o.c. at the lap staggered and in tsvopi'ws 12$ • • • �.
o.c. in the field.
•••••• ...
•
(Maximum Design Pressure -45 psf, See General limitation 0)* • • • • •: •
GAFGLAS® Ply 4 ®, GAFGLAS Flex Firm 6, GAFGLAS #731ittSe yheet or •
any of above Base sheets attached to deck with Drill-Tec (GAFIT1 E) X12 or #14 •
Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" eidep. The • • • •
other rows are equally spaced approximately 12" o.c. in the field of the sheet".
( Maximum Design Pressure -45 psf, See General Dion 17) • •
GAFGLAS Flex Flynt 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 - 51Spsf, See General limitation 47)
GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with
Drill-Tec (GAFTPIE) #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 -40 psf, See General limitation 17)
Any of above Base sheets attached to deck approved annular ring shank nails and
3" inverted Drill-Tec (GAFI TE) 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 67)
GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with
Drill -Tee (GAFITTE) #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 ps�f, See General Limitation 47)
Ply Shat: (Optional except over RUBEROID Modified Base Sheet, RUBEROID MOP
Smooth, RUBEROID® 20, RUBEROID SBS HeatWeldTM Smooth or
RUBEROID SBS Heat-Weld) One or more plies GAFGLAS PLY 4®,
GAFGLAS® PLY 6® Ply or GAFGLAS Flex Ply 6 sheet adhered in a full
mopping of approved asphalt applied within the EVT range and at a rate of 20-40
lbs./sq. or Ruberoid Torch Smooth torch applied according to manufacturer's
application instructions.
NOA No: O3- 05O1.02
Expiration Date: 11/06/08
Approval Date:10113/83
Page 28 of 32
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Membrane:
Surfacing: (Optional) Install one of the following:
1. Gravel or slag applied at 400 lb./sq. and 3001bJsq. respctiveyy in a flood Wit•' •
of approved asphalt at 60 lbJsq. • • •
2. GAF Premium Fibered Aluminum Roof Coating, at 1.5 gaL /dD bj OAF • • • • • •
WeatherCoat Emulsion at 3 galJsq. (Torch Smooth applicafi6M fly) •
3. GAF Weathercote® MB +(Matrix 715 MB Coating), Applied •Cl fo 1.5 :•,, • . • • •
galfsq. .....
4. Top Coat® Surface Seal SB(Matrix 602 SB Coating), Appliajt . to • 1.5 ..:, • •
gal-kg. ...... •
• • •
•
•
• ....•
.• •
Maximum Design
Pressure: See Fastening Above
One ply of Ruberoid® Torch Smooth, Ruberoid® Torch Granule, Ruberoid®
Torch Plus Granule or Ruberoid® Torch FR torch applied according to
manufacturer's application instructions.
Or
One or more plies of RUBEROID® SBS Heat We1dT' PLUS, RUBEROID®
SBS Heat We1dT PLUS FR, RUBEROID® SBS Heat-Welt:Ind 170 FR,
RUBEROID® SBS Heat We1dTM, RUBEROID® SBS Heat We1dTM Smooth,
RUBEROID® UltraClad'M SBS and RUBEROID® SBS HeatWeldTM 25 applied
according to manufacturer's application instructions.
•
•
••• •
•.
.•
NOA No: 03-0501.02
Expiration Date: 11/M/08
Approval Date:10 /23/03
Page 29 of 32
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000000
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 1/2" Dens Deck or 1/2 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 meet mcally
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 c lose shalt..
foam insulations when the base sheet is fully mopped. If no recovery board is usin g
shall be applied using spot mopping with approved asphalt, 12" diameter circles:24''o.c.; oratEih
mopped 8" ribbons in three rows, one at each sidelap and one down the center of tlie' billet allowing
a continuous area of. ventilation. Encircling of the strips is not acceptable. A.6" bleak ahaf'f�.
placed every 12' in each ribbon to allow cross ventilation. Asphalt application of brysten d1?
be at a minimum rate of 12 lbs sq. Note: Spot attached systems shall be limited to a uul
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 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
NOA No: 03
Expiration Date: 11106/08
Approval Date:10/23/03
Page 32 of 32
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ti:'; t)3: tip
WED 14:52 FAX 9756283451
CONTRACTOR SERVICES
June 20, 2002
Mr. Michael J.Gada
GAF Materials Corporation
1361 Alps Road
Wayne, NJ 07470-3689
Douglas c Miller
Engineering Group Leader
Fire Protection Division
t
H' Laboratories Inca
Our Reference: R1106
Dear Mr. Gada:
This is in response to our conversation on June 20, 2002.
As discussed, the following rtb.r o_ sycern nieetr Ctn.`s A ct;teria per
ANSI/UL790 based on existing fire test data
Noithbrook »
Wird 272. 8OO�
ttramw ON?) X395
If any questions arise on the above, please contact the writer.
very truly yours,
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Deck. C -15/32 Incline- 1/2
Insulation (Optional): One or more layers perlite, glass,
isoCyanurate, perlitelsocyanurate composite, perlite/urethane composite,
wood fiberf socyanurare composite, any combination, any thickness.
Base Sheet- One or more layers Type G2, Ruberoid 20 or Ruberoid SBS Heat
Weld Smooth.
Ply Sheet. (Optional). One or more layers Type Gi or G2
Membrane- "Ruberoid SBS Heat Weld 170 FR ", "Ruberoid SRS Heat Weld FR" or
"Ruberoid SRS Heat Weld Plus"
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