RF-06-2442Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP-28445
Permit Number: RF -9 -06 -2442
Inspection Date: 10118/2006
Inspector: Grande, Claudio
OCT 19 20
Owner: OSTENDORP, THOMAS AND REBECCA
Job Address: 261 102 Street NE
Miami Shores Village, FL
Project: <NONE>
Contractor: DALEY ROOFING INC
Building Department Comments
Passed
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Roof - New
Phone Number
Parcel Number 1132060134960
Block: Lot:
Phone: (305)754 -9892
Failed
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
Tuesday, October 17, 2006
Page 2 of 2
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
BUILDING : j (TE 7,7
PERMIT APPLICATION
FBC 2004 �Ep 29 2006
,
Y: -------- - - - - - - --
Permit Type (circle): Building Electrical Plumbing Mechanical
Owner's Name (Fee Simple Titleholder) /j'1 ' OS coda Phone # G (p
Owner's Address 21,0 / /I /as r
Jo/ -61,
lert
Permit No. 12-F0(9 Z4(42
Master Permit No.
r
city Ni SkeY.S State
Tenant/Lessee Name
Zip 33/ s J/
Phone #
Job Address (where the work is being done)
City Miami Shores Village
FOLIO / PARCEL #
21 Ai 6- 102.Sy
County Miami -Dade
Zip 331 33
Is Building Historically Designated YES NO
Contractor's Company Name ./ l &ic-
ir3s, NI'i
City I v l i CAM State
Contractor's Address
Phone # 2:c3.4
Zip ; 1 aS
Phone # 33y- 151/ 9J
Qualifier Name at ik Ve j 1 &
State Certificate or Registration No. e s'7/ Certificate of Competency No.
Architect/Engineer's Name (if applicable) Phone #
Value of Work For this Permit $ 6
Square / Linear Footage Of Work: 0
Type of Work: ❑Addition ['Alteration [New
Describe Work: QE- Vapor-
air/Replace ❑ Demolition
*** * * * ** : * * * * * * * * * * * * * * * * * * * * * * * **** ** Fees * * * * * * * * * ** ** * * * * *** * * * * * *:r * * * *** * *** * * * * **
Submittal Fee $
0
° 00
Notary $
Scanning $
Bond $
Permit Fee $ 2j'0 CCF $ 2 43 CO /CC
Training/Education Fee $ O ° i_lD Technology Fee $ 6.2
Structural Review. $
Radon $
Code Enforcement $
DPBR $ Zoning $
Double Fee $
Total Fee Now Due $ 2 3O.,4
See Reverse side -
OCT 12 PAID
C\(;4 f1
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature_ _ �- - Sign ature
-, _
Owner or Ageit ^� Contractor
The foregoing instrument was ac ledged befloe�me this a \ The foregoing instrument was acknowledged before me this
day o , 206c0, by �`1M%,� \ %1 sc , day of , 20 , by ,
1 known to me or who has produced
who is personally known to me or who has produced who is personally p
NOT
Sign:
Print:
My Commission Expir
* * * * * * * * * * * * * * * * **
As identification and who did take an oath.
IC:
APPLICATION APPROVED BY:
(Revised 02/08/06)
identification and who did take an oath.
NOTARY ' LIC:
Sign:
Print:
My Co
ssion Expires:
*** * * * * * * * * * * ** * * * * ** * * * * * * ** * * * ** * - * *.***** * * ***
DiPlans Examiner
Engineer
Zoning
•
NOTICE OF COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO. TAX FOLIO NO.
STATE OF FLORIDA:
COUNTY OF MIAMI -DADE:
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real
property, and in accordance with Chapter 713, Florida Statutes, the following information
is provided in this Notice of Commencement.
1. Legal description of property and street/address:
111111111111111101111111111111
CFN 2006R1092168
OR Bk 24993 F's 3611; t1ns)
RECORDED 10/12/2006 10:50:10
HARVEY RUVINP CLERK OF COURT
MIAMI -DADE COUNTYv FLORIDA
LAST PAGE
240 f /(cre5 1
/Loom / Stut.i . //33/38'
2. Description of improvement: %._'° s"
3. Owner(s) name and address: -11--No f 6STt t. tZ f'
2101 I,1Z- 1 taST, can Str' -mil
Interest in property:
Name and address of fee simple titleholder:
4. Contractor's name and address:
5. Surety: (Payment bond required by owner from cont
Name and address:
Amount of bond $
6. Lender's name and address:
tnd
By ■l.n
7. Persons within the state of Florida designated by r pon whom n •ices or other documents may be served as
provided by Section 713.13(1)(a)7., Florida Statutes,
Name and address: t ,,
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
dill en date is sp-.ifie
Signature of Owner -'
Print Owner's Name 0 ilAS S S ?F_N g c1 f
Sworn to and su cribed before me this At day of SF-pt
Notary Public
Print Notary's Name
My commission expires:
Prepared by V\&.4 . bediAl
, 20 no � � JL S
Address: - 3g & G.) 1 0 7 /S' I Er
123.01 -52 PAGE 4 12/05
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SECTION 1524 • •
HIGH VELOCITY HURRICANE ZONES REQUIRED OV@NEIirS IdT1 I€A11TIQI FQR ROOFING
f A1
CONSIDE1d1SS • c
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 >thisseotion..•Te previsions of Chapter 15 of
the Florida Building Code, Building govern the minimum re% iiretasnts ant; siarilardsvj the industry for roofing
system installations. Additionally, the following items should a t>a'1 idsed aspen gf tIle agreement between the
owner and the contractor. The owner's initial in the adjacent bbx ii1ditates 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.
Z 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).
_3. Common Roofs: Common roofs are those which have no visible delineation between neighboring
uni (Le; 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.
" 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
expectan and performance of the new roofing system. Ponding conditions may not be evident until the original
ropfin sy tem is removed. Ponding conditions should be corrected.
Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not
ov oaded 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 Florida Building Code, Plumbing.
T. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of
th O- structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be
neficial to consider additional venting which can result in extending the service life of the roof.
Owne?sent's Signature �, Date : Contractor's Signature
'- Il, ,dC
Property Address
Permit Number
Rev.-1/20/2005,Computer Services, Building Department
1
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High Velocity Hurricane Zone Uniform Roofing V®rfinit•Applicatfo'n Form
MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION
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Section A (GeneralinloPiir'ation) • • • • • • •
Master Permit No. Process . • • • • • • • • • • • •
oc, Zie(h/
Contractor's Name:
D -ce/ I L c,k'/,,C. /jai
Job 4ddfe$s: • • • V. • ' •' • • •
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IilgtbVELOCITY HURRICANE ZONES
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Section C Mow ••. •li • •
Facer Spacing far Mchod 3 st Sheet
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FM in Speethc Roof Components
and ldendyIllam
(If acomponent is not oaied6" ac'N
System hisnadhateer. (it-4
NON Na: e - os oIa0
t)esignwidP�s FrauRAS't2Sor CalculaNtner
Petal: 5 Plea ,S77' 3 Pa w& / �' - Board
Ala Design Presage. Forgfr Speak NON
Steam
11•3 • • •• ••
Coen _ -oclst�p,BRew�s @ cc
Ihnober
Desk
Typc ��i P L ak, " �7
GaugefilicknesE
AnchonSaseSheet&No.of P i rr 1 C 11 Y J
Ar,17177 ICS7ellfrirrn
Insdat+ao Base Loper_
Base bantafon Sae and Mesta
Bane iu4nsmn Fast in Obtain- t
Topic
Tap Sion and thiktneer
Top Fos lleaieniat
Feld Petineler Conner
Illustrate Comments Noted and
Details as ilppStafiec
Wier. Edge T
Shipping, Ftedies Came arras Clem; Cant
Base Crawler-
OWES Sc.
1 wan R Heigh. !WWI Height
Height at Base Canopanen Maleda
Noland lividness. Fastener 1 pe. Fastener
Spading ar Sabres s Odes lhat
Campy ssda RAS 111 and Chaplet 16.
PhA der' �' °S
,I, : �a
Top Fly: h't.r ai r=i r� D d 76%
Top Pry Fasfened8mda+s
FT_
IEleioint
Mean
Reef
Height
MIA IDADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVLSION
NOTICE OF ACCEPTANCE (NOA)
GAF Material Corporation •
1361 Alps Road
Wayne, NJ 07470
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MIAMI-DADE COUNTY, FLORIDA
• • METRO? -DARE FLAGLER BUILDING
.140 • vasT FAIL STREET, SUITE 1603
•
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• •VIAIVIFLORIDA 331304563
(305) 375 -2901 FAX (305) 375-2908
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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 Rnlcmid® Modified Bitumen Roof System for Wood Irks.
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 NOA #02- 0408.10 and consists of pages 1 through 31.
The submitted documentation was reviewed by Frank Zuloaga, RBC.
NOA No: 03-0501.02
Expiration Date. 1106108
Approval Date:10/23/03
Page 1 of 32
Membrane Type:
Deck Type 1:
Deck Description:
System Type E (1):
APP /SBS Heat Weld
Wood, Non - insulated
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19/32" or greater plywood or wood plank decks
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Base sheet mechanically fastened • . • •
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All General and System Limitations shall apply. • •
Base shat:
Fastening Options:
Ply Shat:
GAFGLAS #80 Ultima'M Base Sheet, STRATAVENT n. Eliminator Perforated
Nailable, RUBEROID Modified Base Sheet, RUBEROID MOP Smooth,
RUBEROID® 20, RUBEROID SBS Heat We1dTm Smooth or RUBEROID SBS
Heat Weld 25 base sheet mechanically fastened to deck as described below;
GAFGLAS® Ply 4®, GAFGLAS Flex P1yT"' 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 P1yTM 6, GAFGLAS #75 Base Sheet or
any of above Base sheets attached to deck with Drill Tec (GAFTTTE) #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 ps , See General limitation #7)
GAFGLAS Flex PlyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets
attached to deck with approved annular ring shank nails and tin caps at a fastener
spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field.
(Maximum Design Pressure 52.5 psf, See General Limitation #7)
GAFGLAS #75 Base Sheet or any of above Base 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 Base 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 Base sheets attached to deck with
Drill-Tec (GAFTTTE) #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)
(Optional except over RUBEROID Modified Base Sheet, RUBEROID MOP
Smooth, RUBEROID® 20, RUBEROID SBS Heat We1dTM 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
lbsJsq. or Ruberoid Torch Smooth torch applied according to manufacturer's
application instructions.
NOA No: 03-0501.02
Expiration Date: 11/06/08
Approval Date:10/23/03
Page 28 of 32
Membrane:
One ply of Ruberoid® Torch Smooth, Ruberoid® Torch Granule, Ruberoid®
Torch Plus Granule or Ruberoi4j®•Tgftt FR.toickaRpliett avoiding to
manufacturer's application instl2i ictiofts.•• • • • • • i • i i i • •
Or • • • • • • • • •
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One or more plies of RUBEROID® SBS Heat WeIdTM PLUS, RUBEROID®
SBS Heat We1dTM PLUS FR, RUB tQIII® lBSJjeat; eldT;1170 FR,
RUBEROID® SBS Heat We1dTM; RUBMIE S Heat- We1dTM Smooth,
RUBEROID® UltraCladTM SBS anc>:RWEiUtLJ SgS Heat- �Ve1dTM 25 applied
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according to manufacturer's application instructions.
Surfacing: (Optional) Install one of the following:
1. Gravel or slag applied at 400 lb./sq. and 300 Ibisq. respectively in a flood coat
of approved asphalt at 60 lb./sq.
2. GAF Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. or GAF
WeatherCoat' Emulsion at 3 gal./sq. (Torch Smooth applications only)
3. GAF Weathercote® MB +(Matrix 715 MB Coating), Applied at 1 to 13
4. Top Coat® Surface Seal SB(Matrix 602 SB Coating), Applied at 1 to 1.5
g Usci.
Maximum Design
Pressure: See Fastening Above
NOA No: 03-050L02
Expiration Date: 11/06/08
Approval Date:10/23/03
Page 29 of 32
WOOD DECK SYSTEM LIMJTATIONS: ..
1 A slip sheet is required with Ply 4 and Flex Ply 71"' b 3+h1.n bsad'1s �, > haaiCa y • �yf0 �tened base or •
anchor sheet. • • • • • •
2. Minimum y" Dens Deck or � Type X gypsum board is °acceptable to be installed directly over the
wood deck
GENERAL LIMITATIONS:
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1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials
Directory for fire ratings of this product.
2, Insulation may be installed in multiple layers. The first layer shall be attached in compliance with
Product Control Approval guidelines. All other layers shall be adhered in a full mopping of
approved asphalt applied within the EVT range and at a rate of 20-40 lbs.sq., or mechanically
attached using the fastening pattern of the top layer
3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved
asphalt, panel size shall be 4' x 4' maximum.
4. An overlay and/or recovery board insulation panel is required on all applications over closed cell
foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet
shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip
mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing
a continuous area of. ventilation. Encircling of the strips is not acceptable. A 6" break shall be
placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall
be at a minimum rate of 12 lbs sq. Note: Spot attached systems shall be limited to a maxim=
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 valve 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 cha11 be permitted for
enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and comers).
(When this limftatdon 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: 03-050L02
Expiration Date: 11/06/08
Approval Date:10/23/03
Page 32 of 32
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June 20, 2002
Mr lamed j-Gratla
GAF Materials Cron
1361 Alps Road
Wayne. WJ 07470.3689
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MObelmagM
Our Reference: R1306
Meat Mt. Gada:
• This is in response to onr conversation on June * 2002.
As-discussed, the following vio n* ayrrern uetsir Cins A cr;teria per
ANSI/W.790 based on exit fare test data-
Ifs questions arise on the above, please contact the met.
Very truly yours.
!kluging C
Engineering Group 1
fire Proton Division
to raft sat*
onntawi to quarceta