RF-11-1949Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP - 166296
Permit Number: RF -10 -11 -1949
Scheduled Inspection Date: November 04, 2011
Inspector: Rodriguez, Jorge
Owner: ECKERT, NUBIA
Job Address: 581 NW 113 Street
Miami Shores, FL 33138 -0000
Project: <NONE>
Contractor: MERICK ROOFING INC
Permit Type: Roof
Inspection Type: Final
Work Classification: Tile
Phone Number
Parcel Number 3021360211150
Phone: (786)402 -5475
Building Department Comments
RE ROOF SHINGLE TO SHINGLE
Passed
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
CREATED AS REINSPECTION FOR INSP- 165718.
November 03, 2011
For Inspections please call: (305)762 -4949
Page 8 of 8
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-DAD
. .
THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real.
nrnnettY. and In annor.danney4 Chapter 713, Florida Statutes,. the following information
provided in thig Nalco of Commencement.
. .
' •
1. Legal desciiptlon of property and street/address: )4 'O 110? -5r
Oulfwvw
2. Description of Improvement rQ,e-
3. Owner(s) name and address: ../AU t`gtA Ji
s ser-A %-eJ •
Interest in property:
6, Name and address Of: fee elmoleiffleholden
1111111111111111111.11111111111111111111111111
CFNI 2011R0711561
OR Bk 27867.P 43851 (1139)
RECORDED 10/21/2011 1403:42
HARVEY RUVIN, CLERK OF COURT
MIAMI-DADE COUNTY, FLORIDA
LAST PAGE
4. Contractor's name and add— 1"--\f_. re.c.c.)CA
h-4 ui IN
Surety : (ParnOnt bort4 requlred by owner fromponiz'actor, If -any)
Name and addres
Amount of bond $
8. Lender's narne and address:
- =
7. Persons within the of Florida designated by Owner upon whom notices or other documents may be served as
provided by Section 713.13(1X47., Florida Statutes,
„
•
Name and address:
8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided
in Section 713.13(1)(0, 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 d
APP
railatiff
Sign - of Owner
Print Owner's Nan
Sworn to and subscribed be
Print talNotarjeb. Name 72 ilk
My commission expires:
It.t•
123.01-52 PAGE4 8/02 . •
Prepared by Tri % IFIrA
f /921pers , 20 LL.
Address: 2J S S(A) 9 er
z
f■-4 Ft 3-1 .
STATE OF FLORIDA, COUNTY OF DADE
I HEREBY CERTIFY that this is true copy of the
tiled in - on day of
T
WITNES my hand end Official Seal.
HARVE N, CLERK, of Circuit County Couds
D.C.
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
FBC 20
OCT 2 1 2011
Permit No. J\ V 11 —f6` 9_
Master Permit No.
Permit Type: BUILDING ROOFING
1
OWNER: Name (Fee Simple Titleholder): °�V tY Ok (Q..ICavt Phone#:
Address: 5 1 NkU) 11. S 1-
City: M W'e'-l1' C 1-kt, w-- State: f L Zip: '
Tenant/Lessee Name: Phone#:
Email:
JOB ADDRESS: 8 t i 1 13 S
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#:
Is the Building Historically Designated: Yes NO q Flood Zone:
CONTRACTOR: Company Name: ( 6`° ` 'ay( C & r2064:/1 ` " e— Phone#:
Address: ' 4.)o g 0 t 8� 330 l —)
City: .4-Vi .1 <41'1 State: 1( Zip:
Qualifier Name: E \ Q cL+ n 9 Phone#:
State Certification or Registration #: C CC; (32") 214 g' Certificate of Competency #:
Contact Phone#: Email Address:
DESIGNER Architect/Engineer: Phone#:
Value of Work for this Permit: $ $ S Square/Linear Footage of Work:
190d 1 5,C
Type of Work: OAddition DAlteration ONe epair/Replace ODemolition
Description of Work: — f - 5 1i I
***************************************F ** ******s **,* ******* ** ********* * ***** **
Submittal Fee $ Permit Fee $ ��J 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) 1 /Pe
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 $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement muster � osted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued In the absence h posted notice, the
inspection will not be proved and a reinspection fee will be charged.
Owner or Agent
for
The foregoing instrument was acknowledged before me this g The foregoing trument was acknowledged before me this
day of f_I��"" '�i�ry by , d y of �� iv , 20 ! \, by
or who has produced ' ho is personally kn
t cation and who did take an oath.
NO
1-
•
Si gn: ••••
"LIC STt..
Print: H
My Commission Expires:
;.51; e.
o has produced
who did take an oath.
NOTARY P
*
Sign:
Print:
My Commission ttlfitte'-
****** ****** ************ **** x ****.$ **s *a*v *** * *****a*a **rya*« ** ** ** ** ******* *****+ ** * *** ******
APPROVED BY
/ 0a•fl Plans Examiner Zoning
Structural Review
(Revised 07 /10/07)(Revised 06/10/2009)(Revised 3/15/09)
Clerk
08514414Sgr 7K�SCeTtinakla la ISSUED AS a ImITER CIF tAIFORMMON
CaratiOCCAMSBIB l Ioa a. a mem:An
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20050 Northeast 2rid AvemLe
Miami Sham, Florida 33138
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1
I High Velocity Hurricane B n Permit Application Form
MIAMI-D ADE COUNTY BUILDING DEPARTMENT EE CTRONICAPPUCATION
Master Permit No.
Section A (General Information)
Process No.
❑
Contractor's Name: r"i err( cis eafi
i Low Slope
Li Asphaltic Shingles
1 Prescriptive BUR -RAS 150
Job Address:
Roof Category
Mechanically Fastened Tile
❑ Metal Panel/Shingles
Other
1 ( /13
[] Mortar,Adhes
[] Wood Shingl
Roof Type
El New Roof.--'it Re- Roofing ❑ Recovering ❑ Repair El Maintenance
Are there Gas Vent Stacks located on the roof? ❑ Yes L'O17 No If yes, what type? ❑ Natural ❑
Roof System Information
Steep Sloped area (ft.2) I gar, Total (ft.2) 19
Section B (Roof Plan)
Low slope roof area (ft.?)
OCT 2 1 2011
�+II -Ig4q
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 a7:
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.Tarco Easy System Permit Pack a Y,e; V • • •••
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u DATE 1
:kes
L) b Miami Shore:
CI
SUBJECT TO COMPLIANCE wr
STATE AND COUNTY RULES AI
x
APPROVED
'ZONING DEPT
BLDG DEPT
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 a7:
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.Tarco Easy System Permit Pack a Y,e; V • • •••
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Florida Building Code Edition 2007
High Velocity Hurricane Zone Uniform Permit Application Form
1
Section D (Steep Sloped Roof System)
Roof System Manufacturer; CO xic 6 rroi /s a
Notice of Acceptance Number: 09 - 0 W2-s":. 06
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
P1: P2: P3•
Maximum Design Pressure 4'
(From the NOA Specific System):
Method of tile attachment:
Roof Slope:
:12
Steep Sloped Roof System Description,
nsulation:
I -30 ?f 7 &1 Y 22
re Barrier:
astener Type & Spacing:
dhesive Type
ype Cap Sheet:
oof Covering.:
Ridge Ventilation?
VA_
Mean Roof Height: /
123_01 -48 12/09 PAGE 4
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li�- laf refer
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VI
Florida Building Code Edition 2007
High Velocity Hurricane Zone Uniform Permit Application Form
Section E (Tile Calculations)
For Moment based tile systems, choose either Method 1 or 2. Compared the values
for Mrwith the values from M 1. lithe Mf values are greater than or equal to the Mr
values, for each area of the roof, then the tile attachment method is acceptable.
Method 1 "Moment Based Tile Calculations Per RAS 127"
(P1 — Mg: _ rl NOA ?
(Ps: z A, — Mg: m � NOA Mf
(P3: : _ - Mg: =1V NOA 1VIr
Method 2 "Simplified The Calculation Per Table Below"
Required Moment of Resistance (M) From Table Below NOA Mr
M. Required Moment Resistance*
Mean Roof Height —
Roof Slope
212
15'
34.4
20'
25'
36.8
38.2
30'
39.7
40'
422
3:12
4:12
322
30A
34A
32.2
38.0
33.8
37.4
38.1
39.8
37.3
5:12
28A
30.1
31.8
32.8
34.9
6:12
26.4
28.0
29A
30.5
32A
7:12
24.4
28.9
27.1
282
30.0
*Must be used in conjunction with a list of moment based tile systems endorsed by the
Broward County Board of Rules and Appeals.
For Uplift based tile systems use Method 3. Compared the values for F' with the
values for F.. If the F' values are greater than or equal to the F. values, for each
area of the roof, then the tile attachment method is acceptable.
Method 3 "Uplift Based Tile Calculations Per RAS 127"
(Pi: z1: = w:= ) —W: cos 0: = F.1: NOA F'
(P2: al: = z w:= ) —W: cos 0: = Fa: NOA F
(P3: zl: = a w:= ) —W: zcos8: = Fre: NOA F'
Where to Obtain Information
Description
Symbol
Where to find
Design Pressure
P1 or P2 or P3
RAS 127 Table 1 or byan engineering analysis prepared by PE based onASCE
7
Mean Roof Height
H
Job Site
Roof Slops
Job Site
Aerodynamic Multiplier
A
NOA
Restoring Mast due to Gravity
Me
NOA
: :Wed Wendt Itrdsbince
••• •�atikilunet
Mf
NOA
•
Calculated
NOA
Avenge Tile Weight
Fr
Calculated
w
NOA
••
Tile Dimensions 1= length
• ••• • . . _w= width
• Ail w•kulat ohs n4tif sabmitrd to the Building Official at the time ofpennit application.
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NOA
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123_01 -48 12/09 PAGi5 ••• ••• • •• •• •• •••
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BUILDING CODE COMPLIANCE OFFICE (RCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
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
GAF Materials Corporation
1361 Alps Road.
Wayne, NJ 07470
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid alter the expiration date stated below. The Miami -Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: GAF -Elk Royal Sovereign Shingle
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement "Miami -Dace 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 Bode 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 AMiami -Dale 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 revises NOA #090413.12 and consists of pages 1 through 4.
The submitted documentation was reviewed by Alex Tigers..
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• i$aatkk !0J.09
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° Page 1,of 4
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ROOFING ASSEMBLY APPROVAL
Roofing
07310 Asphalt Shingles
3 -Tab
Wood
C
Sub-Catenary:
ti&
1. SCOPE
This approves GAFEIk Royal Sovereign Shingle as manufactured by GAF Materials Corp descn'l,ed in
Section 2 of this Notice of Acceptance.
2. PRODUCT DESCRIPTION
Product DimensioM Praiuct >E�
Soeeifieations
GAF Elk Royal 12" x 36" TAS 110 Fiberglas reinforced heavy weight asphalt roof
Sovereign shingle, with a 3 -Tab profile
3. EVIDENCE SUBMITTED:
Test Agency
Center for Applied Engineering
PRI Asphalt Technologies, Inc.
PRI Asphalt Technologies, Inc.
Underwriters Laboratories, Inc.
Underwriters Laboratories, Inc.
Underwriters Dories, Inc.
Center for Applied Engineering
Underwriters Laboratories, Inc.
Underwriters Laboratories, Inc.
4. LIMITATIONS
Test Identifier,
TAS 100
TAS 100
TAS 100
TAS 107
Modified ASTM D3161
ASTM D 3462
ASTM D 3462
257966
ASTM D 3462
ASTM D 3462
Test Name/Revort D�gt
GAF -105 -02-01
GAF -182 -02-01
Modifed ASTM D 3161
05CA48258
05CA47804
08NK02337
08NK12906
ASTM D3462
08NK02337
ASTM D3462
09CA21715
08CA61515
02/23/94
11 /14/05
02/07/08
03/24/08
11/28/05
11/11/05
03/12/08
10/10/08
09/12/06
03/12/08
03/21/97
05/20/09
07/15/09
4.1 Fire classification is not part of this acceptance; refer to a current Approved Roofing
Materials Directory for fire ratings of this product.
4.2 Shall not be installed on roof mean heights in excess of 33 ft.
5. INSTALLATION
5.1 Shingles shall be installed in compliance with Roofing Application Standard RAS 115.
5.2 Flashing shall be in accordance with Roofing Application Standard RAS 115
5.3 The mangy shall provide clearly written application instructions.
tions.
5.4 Exposure and course layout shall be in compliance with Detail 'A', attached.
5.5 Nailing shall be in compliance with Detail '8', attached...... • • •
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••• ••• • Nat Na:09- 0876106
• l ratios Dare: )44/13
• • • • • ' p rhaI lime 4tunas
Page2of4
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6. LABELING
6.1 Shingles shall be labeled with the M'iam'i -Dade Seal as seen below or the wording "Miami-
Dade County Product Control Approved".
7. BUILDING PERMIT REQUIREMENTS
7.1 Application for building permit shall be accompanied by copies of the following:
7.1.1 This Notice of Acceptance.
7.1.2 Any other documents required by the Building Official or the applicable code in
order to properly evaluate the installation of this system.
8. MANUFACTURING PLANTS
8.1 Savannah, GA 8.6 Dallas, TX
GAFMC GAFMC
1 Brampton Road 2600 Singleton Blvd.
P.O. Box 7329 Dallas, TX. 75212
Savannah, GA 31418
Ph: (912) 966 -8800
8.2 Tuscaloosa, AL
GAFMC
4602 Stillman Blvd.
Tuscaloosa, AL. 35401
Ph: (800 )-945 -5545
8.3 Tampa, FL
GAFMC
5138 Madison Ave.
Tampa, FL 33619
8.4 Mt. Vernon, IN
GAFMC
901 Gives Road
Mt. Vernon, IN. 47620
8.5 Mobile, AL
GAFMC
2400 Emogene Street
Mobile, AL. 36660
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DETAIL B
END MP THIS ACCEPTANCE
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• • • • . • • •.PTAA:No.t• •,•
• • • • ApArotei Date:•
Page 4 of 4
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SECTION R4402.13
HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner
with the required roofing perrnit, and to explain to the owner the content of the section. The provisions of Section
R4402 govem the minimum requirements and standards of the industry for roofing system installations.
Additionally, the following items should be addressed as part of the agreement between the owner ant the
contractor. The owner's initial in the designated space indicates that the item has been explained.
1. i Aesthetics- Workmanship: the workmanship provisions of Section R4402 are for the purpose of
providing that the roof system meets the wind resistance and water instruction performance standards.
Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues
such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of
the agreement between the owner and the contractor.
Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be
renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior
to removing the existing roof system).
3. Af 2- Common roofs: Common roofs are those which have no visible delineation between neighboring
units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or
owner should notify the occupants of adjacent units of roofing to be performed.
4. Ai 2-- Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can
be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail
penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the
appearance.
S. 7v E— Ponding water: The current roof system and/or deck of the building may not drain well and may
cause water to pond (accumulate) in low -lying areas of the roof. Pounding can be an indication of structural
distress and may require the review of a professional structural engineer. Pounding may shorten the life
expectancy and performance of the new roofing system. Pounding conditions may not be evident until the
original roofing system is removed. Pounding conditions should be corrected.
6. "E — verflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not
overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if
overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in
accordance with the requirements of Sections R4402, R4403 and R4413.
7. 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 ven i on shall not be
reduced. It may be beneficial to consider additional venting which can result ' i ext- di� service life of the
roof. ��++ • • •
61‘;`1
/��' -fir
-mow-
r/Agent's Signature Date
Revised on 7/9/2009 LD
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