RF-13-993 i
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-191037 Permit Number: RF-5-13-993
Scheduled Inspection Date:August 19,2013 Permit Type: Roof
Inspector: Rodriguez,Jorge Inspection Type: Final Roof
Owner: CHURCH,ST ROSE OF LIMA CATHOLIC Work Classification: Repair Roof
Job Address:415 NE 105 Street
Miami Shores, FL Phone Number (305)758-0539
Parcel Number 1122310430010
Project: <NONE>
Contractor: OBENOUR ROOFING SHEET METAL&SUPPLY CO. INC Phone: 305-757-2612
Building Department Comments
REPAIR FLAT Infractio Passed Comments
INSPECTOR COMMENTS False
Inspector Comments
Passed
Failed
Correction ❑
Needed
Re-Inspection ❑
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid.
August 16,2013 For Inspections please call: (305)762-4949 Page 9 of 33
r �
Miami Shores Village
Building Department
.0 10050 N.E.2nd Avenue,Miami Shores,Florida 33138
Tel:(305)795.2204 Fag:(305)756.8972
INSPECTION'S PHONE NUMBER:(305)762.4949
FBC 201a
BUILDING Permit No.
PERMIT APPLICATION Master Permit No.
Permit Type: BUILDING ROO G
JOB ADDRESS: +�° I% t®� MAA1 td.. SAA7 /13
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#:
Is the Building Historically Designated:Yes NO Flood Zone:
OWNER:Name(Fee Simple Titleholder): Phone#: 0 f �
Address: L�
City: /&A&4," S"I 1 State: Zip:2),h?
Tenant/I.essee Name: Phone#:
Email:
CONTRACTOR:Company Name: Phone#: ,J•-zr 7-,..0 f
Address: t g-I N
City: As State:
Qualifier Name: Phone#• ?)OT 2S 7 "-fie t'1,
State Certification or Registration#: CCf _70 Certificate of Compe ncy
Contact Phone#: 3o S ?`r7^ 24 r 2 Email Addr s: ® a ee tsf
DESIGNER:Architect/Engineer: Phone#:
Value of Work for this Permit:$ Square/Linear F Work: /
Type of Work: ❑Addition ❑Alteration ON w ❑Rep r eplace ❑Demolition
Description of Work:
A.
Color thru 'le:
+x•x•xx•xx+x�xxa�+�xo xxxxxmmxxxx���+n•x•x•n+x�xxxF�xxxxx�xx�xxaxx���•x�x+x�m+xxxxxxx�•x•xx•x�+xx�mm��a�
Submittal Fee$ �� Permit Fee$ CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Bond$
Notary$ Training/Education Fee$ Technology Fee$
Double Fee$ Structural Review$
TOTAL FEE NOW DUE$ ® °
,
Bonding Company's Name(if applicable)
Bonding Company's Address
City State zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City State / Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS,
WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT:'
Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose 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
Si e �' �"- Signature IJ4, /Z
Owner or Agent Contractor
The foregoing instrument was a ow edged bef re me this The for ing instrument w ,acknowleedgyye--d before me
day of 20 ,by day of ,20_by
,by
who is to me or who has produced w is perso own to me or who has produced
As identification and who did take an oath. as identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Sign: dn. .i Sign:
lsw N
Print Sandra Dee Hart pmt• NOta P
My Commission Expires: N Expires 0m4121/2017 My Commi . �S. y Comm�ssi Ha 010644
DFSt Expires 04/21/2017
yak&��k�kH�H�H��k��R+k�k�k�kfi���+��ak�K+KaN�+���K�skak�ksk�k�k�N�kak�kak�N���k+k�k�N�kak�k+k�kK��k�k Kaa�Kaxe�k�k��k�k�k�k>K�k�NskH�Ha�k�k+kN��k�k�k�k�k�k�k�k�kdsd�d��k�kaNsk�k�k�kak�ksN�ksksK�
kd��k�kKs�k�k�kak
APPROVED BY 1L� ° Plans Examiner Zoning
Structural Review Clerk
(Revised 3/1212012)(Revised 07/10/(y7)(Revised 06/1012009)(Revised 3/15/09)
Owner's Notification Form HVHZ 2010
SECTION 1524
HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
1524.1 Scope. A9 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 designated space indicates that the
item has been explained.
C �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) 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.
J.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).
J—mg-1--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.
(1,_3 G 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 owner provides the option of
maintaining this appearance.
_ 5. Ponding water: The current roof system and/or deck of the building may not drain well and may
cause water to pond(accumulate) in low-lying areas of the roof. Ponding can be an indication of structural
distress and may require the review of a professional structural engineer. Ponding may shorten the life
expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original
roofing system is removed. Ponding conditions should be corrected.
L 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not
overloaded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if
overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance
with the requirements of. Chapter 15 and 16 herein and the Florida Building Code,Plumbing.
Cl(3 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. Exception: Attic spaces, designed by a Florida-licensed engineer or registered architect to eliminate
the attic venting, venting shall not be required.
Qwner's_/Agent's Signature: F Date: / � /
Contractor's Signature: Permit Number:
Property Address: i N IC "771
HIGH-VELOCITY HURRICANE ZONES
SECTION R4402.14
HIGH-VELOCITY HURRICANE ZONES—UNIFORM PERMIT APPLICATION
17— ffth Florida Building Code Edition 2010
Velocity Hurricane Zone Uniform Permit Application Form.
INSTRUCTION PAGE
COMPLETE THE NECESSARY SECTIONS OF
THE UNIFORM ROOFING PERMIT
APPLICATION FORM AND ATTACH THE
REQUIRED DOCUMENTS AS NOTED BELOW:
Roof System Required Sections of the Attachments Required
Permit Ap lication Form See List Below
Low Slope Application A,B,C 1,2,3,4,5,6,7
Prescriptive BUR-RAS 150 A,B,C 4,5,6,7
Asphaltic Shingles A,B,D 1,2,4,5,6,7
Concrete or Clay Tile A,B,D,E 1.2.3.4.5,6,7
Metal Roofs A,B,D 1,2,3,4,5,6,7
Wood Shingles and A,B,D 1,2,4,5,6,7
Shakes
Other As Applicable 1,2,3,4,5,6,7
ATTACHMENTS REQUIRED:
1. Fire Directory Listing Page
I
2. From Product Approval:
Front Page
Specific System Description
Specific System Limitations
General Limitations
Applicable Detail Drawings
3. Design Calculations per Section R4403,or If Applicable,RAS 127 or
RAS 128
4. Other Component Product Approvals
5. Municipal Permit Application
6. Owners Notification for Roofing Considerations(Reroofing Only)
7. Any Required Roof Testing/Calculation Documentation
44.20 2010 FLORIDA BUILDING CODE—RESIDENTIAL
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2010
High-Velocity Hurricane Zone Uniform Permit Application Form.
Section A(General Information)
: Master Permit No. Process No.
Contractor's Name ��{�i�®f.�� 7®Q"W19
Job Address ABC I�
ROOF CATEGORY
❑ Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tile
❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes
❑ Prescriptive BUR-RAS 150
ROOF TYPE -
❑ New Roof ❑ Reroofing ❑ Recovering Repair M intena e
o
ROOF SYST
INFORMATI Miami Shores Vitlace
DATE
Low Slope Roof Area(SF) Steep Slop c� S BY o (SF)
Section B (Roof GDEPT
Sketch Roof Plan:Illustrate all levels and sections,roof drains,scu pe er r ns.
Include dimensions of sections and levels,clearly identify dim, i o Ore zor r
parapets. = SUBJEOT10 f3uLA11ONS -
Cm
r
r
t
a
15.34! C AIell`eoy 2010 FLORIDA BUILDING CODE—BUILDING
M I AM aDADE MIAMI-DARE COUNTY,FLORIDA
METRO-DARE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603
PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563
(305)375-2901 FAX(305)375-2908
NOTICE OF ACCEPTANCE(NM
GAF Material 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 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 Florida Building
Code and the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION:GAF RUBEROW Modified Bitumen Roof System for Concrete Decks.
LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state
and following statement:"Miami-Dade County Product Control Approved",unless otherwise noted
herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has
been no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or
change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an
endorsement of any product,for sales,advertising or any other purposes shall automatically terminate
this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of
NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No.08-0108.06 and consists of pages 1 through 36.
The submitted documentation was reviewed by Jorge L.Acebo
NOA No.: 08-1028.02
MIAM Expiration Date: 11/06/13
eco Approval Date: 02/25/09
Page 1 of 36
Test Product
Product Dimensions Specification Description
RUBEROe 39.37"(1 meter) ASTM D4601 Premium glass fiber reinforced SBS-modified
Modified Base Sheet Wide Type II, base sheet.
Type G2 BUR
RUBEROID"Mop 39.37"(1 meter) ASTM D 6164 Non-woven polyester mat coated with
Granule Wide ASTM D 5147 polymer modified asphalt and surfaced with
mineral granules.
RUBEROV Torch 39.37"(1 meter) ASTM D 6222 Heavy duty,polyester reinforced,asphalt
Smooth Wide ASTM D 5147 modified bitumen membrane.
RUBEROID®Torch 39.3T'(1 meter) ASTM D 6222 Heavy duty,polyester reinforced,asphalt
Plus(Granule) Wide ASTM D 5147 modified bitumen membrane.
RUBEROID®Torch 39.3T'(1 meter) ASTM D 6222 Asphalt impregnated,coated felt,surfaced
Granule Wide ASTM D 5147 with mineral granules.
RUBEROID®Torch 39.37"(1 meter) ASTM D 6222 Non-woven polyester mat coated with fire
FR Wide ASTM D 5147 retardant polymer modified asphalt surfaced
with mineral granules.
RUBEROID®Mop 39.3T'(1 meter) ASTM D 6164 Non-woven polyester mat coated with
Plus(Granule) Wide ASTM D 5147 polymer modified asphalt and surfaced with
mineral granules.
RUBEROV Mop FR 39.37"(1 meter) ASTM D 6164 Non-woven polyester mat coated with fire-
Wide ASTM D 5147 retardant,polymer modified asphalt surfaced
with mineral granules.
RU13EROV 20 39.3T'(1 meter) ASTM D 6163 SBS modified asphalt base sheet reinforce
Wide ASTM D 5147 with a glass fiber mat.
RUBEROV 30 39.37"(1 meter) ASTM D 6163 Non woven fiberglass mat coated with
Wide ASTM D 5147 polymer modified asphalt and surfaced with
mineral granules. .
RUBEROID®30 FR 39.3T'(1 meter) ASTM D 6163 Non woven fiberglass mat coated with fire
Wide ASTM D 5147 retardant,polymer modified asphalt-and
surfaced with mineral granules.[I
RUBEROe Mop 39.37"(1 meter) ASTM D 6164 Non-woven polyester mat coated with fire
170 FR Wide ASTM D 5147 retardant polymer modified asphalt surfaced
with mineral granules.
RUBEROBDP SBS 39.37"(1 meter) ASTM D 6164 Non-woven polyester and fiberglass mat
Dual FR Wide ASTM D 5147 coated with file retardant,polymer-modified
asphalt and surfaced with mineral granules.
Roof MatchTM 107 sq.ft. ASTM D 6222 Non-woven polyester mat coated with
APP Granular (9.9 m2) ASTM D 5147 polymer modified asphalt and surfaced with
colored mineral granules.
Roof MatchTM 107 sq.fL ASTM D 6222 Non-woven polyester mat coated with
SBS Granular (9.9 m2) ASTM D 5147 polymer modified asphalt and surfaced with
colored mineral granules.
TopCoae 5 gallons Surface coating for smooth surfaced and
Surface Seal SB mineral surfaced roofs.
Leak BusterTM 5 gallons Surface coating for smooth surfaced and
MatrixTM 715 mineral surfaced roofs.
MB Coating
NOA No.: 08-1028.02
MIAMIt• E C
Expiration Date: 11/06/13
•••. Approval Date: 02/25/09
Page 4 of 36
CONCRETE DECK SYSTEM LIlVIITA ms:
1. If mechanical attachment to the structural deck through the lightweight insulating concrete is proposed, a
field withdrawal resistance testing shall be performed to determine equivalent or enhanced fastener patterns
and density. All testing and fastening design shall be in compliance with Testing Application Standard
TAS 105 and Roofing Application Standard RAS 117, calculations shall be signed and sealed by a Florida
Registered Engineer,Architect,or Registered Roof Consultant.
GENERAL LnVIITA ms:
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 EW range and at a rate of 20401bsJsq.,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 side lap 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 lbsJsq.
Note: Spot attached systems shall be limited to a maximum design pressure of-45 psE
5. Fastener spacing for insulation attachment is based on a-Minimum Characteristic Force(F)value of 275
lb£,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 and/or RAS 137. Calculations prepared, signed and sealed by a
Florida registered Professional Engineer,Registered Architect, or Registered Roof Consultant(When this
limitation is specifically referred within this NOA,General Limitation#9 will not be applicable.)
8. All attachment and sizing of perimeter nailers,metal profile,and/or flashing termination designs shall
conform to Roofing Application Standard RAS 111 and applicable wind load requirements.
g PP PP q
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.: 08-1028.02
Expiration Date: 11/06/13
MtAhihDADE , Approval Date: 02/25/09
Page 36 of 36