RF-11-1999Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP - 165964
Scheduled Inspection Date: March 15, 2012
Inspector: Rodriguez, Jorge
Owner: DIAZ, ANGEL W
Job Address: 9500 NE 6 Avenue
Miami Shores, FL
Project: <NONE>
Contractor: HOME OWNER
Permit Number: RF -10 -11 -1999
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Flat
Phone Number (786)412 -7310
Parcel Number 1132060140770
Building Department Comments
ROOF FLAT NEW REPLACE
Inspector Comments
Passed
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
March 15, 2012
For Inspections please call: (305)762 -4949
Page 3 of 14
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
11 — .1114eSA.— INSPECTION'S PHONE NUMBER: (305) Tel: (305) 795.2204 Fax: (305) 756.8972
12.4949 V)—Permit No 1 Ti
BUILDING
PERMIT APPLICATION
FBC 20
BY
Master Permit No.
Permit Type: BUILDING ROOFING
OWNER: Name (Fee Simple Titleholder): `� ( ��°l Phone#:7g4 ' Y4 —73'0
Address: Q54,0 VP. 4-015- 22
City:lCikl! � State: Zip: 3.3/3r
Tenant/Lessee Name: Phone #:
Email:
eta
JOB ADDRESS: q6 O Lie, 6
City: Miami Shores County: Miami Dade Zip: 3 3/3y
Folio/Parcel #:
Is the Building Historically Designated: Yes NO Flood Zone:
CONTRACTOR: Company Name: -L& Phone#: 756-412-73/D
Address:
City: State: Zip:
Qualifier Name: Phone #:
State Certification or Registration #: Certificate of Competency #:
Contact Phone#: Email Address:
DESIGNER: Architect/Engineer: Phone #:
Value of Work for this Permit: $ 69,k 40 Square/Linear F�oota i of Work: eat)
Type of Work: ❑Addition ❑Alteration ❑New 113Repair/Replace ❑Demolition
Description of Work: 0/ 7
RAO aT
********* **** *,x* *** * *** ** **** ** ***** *** ees************* * *** ** ** * * * ** * *** * **** * ** * * ** **
Submittal Fee $ Permit Fee $ i )S6 CCF $ CO /CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $ �,
TOTAL FEE NOW DUE $ A 14 �c J4—
rt
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 Signature
Owner or Agent Contractor
The foregoing instrument was acknowledged before me thi The foregoing instrument was acknowledged before me this
day of ( 0 , 20 l L , by 1 AI-- , day of , 20 _, by
who is personally known to me or who has produced L..9 C) who is personally known to me or who has produced
As identification and who did take an oath. as identification and who did take an oath.
NOTARY PUBLIC: \`\\\``�1111IIIIH '149/
�T NOTARY PUBLIC:
d
�®.p� :��
n
�x *+x+>< ****�x **** * *** �* �au�a:* a��xx�**** �a�xx: x: �x�: *=k>k�x**** * ** *�x�x�x�x�xa: **** l: �x> is�u+ x*+ x> is�xa�u: �x�xx�x��x ****�x *�x>��x****a� **** * *** * * ** * * ****
Sign:
Print:
=0
_—re
My Commission Expires:
Sign:
Print:
My Commission Expires:
APPROVED BY
/7019/-1 Plans Examiner Zoning
Structural Review Clerk
(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09)
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNER BUILDER DISCLOSURE STATEMENT
NAME: 44,-/6.61 2 v
ADDRESS: 990 1..i& 6
DATE: /0 9 -1/
11
Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7).
And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further
understand that I as the owner must appear in person to complete all applications.
State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The
exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must
supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a
commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and
occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the
construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire
an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state
law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your
supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers'
compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances,
buildings codes and zoning regulations.
Please read and initial each paragraph.
1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner- builder
permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own
contractor with certain restrictions even though I do not have a license.
Initial
2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the
construction and is not hiring a licensed contractor to assume responsibility.
Initial
3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself
from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own
name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on
permits and contracts.
Initial
4. I understand that I may build or improve a one family or two- family residence or a farm outbuilding. I may also build or improve
a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may
not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved
myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially
improved it for sale or lease, which violates the exemption.
Initial
5. I understand that, as the owner - builder, I must provide direct, onsite supervision of the construction.
Initial 4-1)
6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or
residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or
municipal ordinance.
Initial A '
7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that
erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner - builder, may be held
liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while
working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an
owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. 33��
Initial A T1
8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to
perform the work being done. Any person working on my building who is not licensed must work under my direct supervision
and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and
social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for
the employee. I understand that my failure to follow these may subject to serious financial risk.
Initial P
9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable
laws and requirement that govem owner - builders as well as employers. I also understand that the
Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. /
Initial ✓'- -P
10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the
United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the
Florida Construction Industry Licensing Board at 850.487.1395 or http:// www. mvfloridalicense .com /dbpr/pro /cilb /index.html
Initial
11. 1 am aware f, and consent to; an owner - builder building permit applied for in my name and understands that I am the party
legally nancially responsible for e proposed construction activity at the following address:
Initial AD
12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I
have provided on this disclosure.
Initial ��
Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a
license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to
assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to
understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may
be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for
verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage.
Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and
retumed to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the
notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when
the permit is issued.
Was acknowledged before me this
day of ,20 it
By who was personally known to me or who has
Produced there License or
rub
„kesi identification.
•
•
T tai. eaa Iix4/ -
_ cc�
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
-1 \
CT 272011
r' "TE
Florida Building Code Edition-2007-
Hlgh- Velocity Hurricane Zone Uniform Permit Applicatlen rooni40 COMPf
Ac
, •.ICE WITH ALL FEDEF1AL
(;r;; :' I `/ !DUI FS AND RFGUI_✓ I IONIS
Section A (General Information — (l l to
Master Permit No. Process No.
Contractor's Name (-9 t'- t e Z
Job Address gsbo lV e G t'c COL Gt of t J t ®il
Low Slope ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile
❑ Asphaltic ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes
Shingles
New Roof
❑ Prescriptive BUR -RAS 160
Low Slope Roof Area (SF)
ROOF TYPE
❑ Recovering pair ❑ Maintenance
ROOF SYSTEM
INFORMATION
Steep Sloped Roof Area (SF) Total (SF)
Section R (Roof Plan)
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.
FLORIDA BUILDING CODE — BUILDING
Section C
Miami -Dade County Building Department Electronic Application
High Velocity Hurricane Zone Roofing Permit Application Form
"Delivering Excellence Every Day" Section C page (Low Slope Roof Systems)
Fill In the specific roof assembly components. if a component Is not required, insert not applicable (n /a) In the text box.
Top Ply:
ROOF SYSTEM MANUFACTURER:
Product Approval (NOA):
GAF MATERIAL Corp
09-0224.01
System Type:
Wind Uplift Pressures, From RAS 128 or Sealed Calculations:
(P1) Field:
-49.2
(P2) Perimeters:
(P3) Comers:
psf
-82.6
-124.3
psf
psf
Maximum Design Pressure From NOA:
Roof Slope:
Parapet Walls:
0.5
Deck Type:
Support Spacing:
Altemate Deck Type:
Existing Roof:
° : 12 Roof Mean Height:
No ❑ Yes Parapet wall Height:
psf
o/c
ft.
Fire Barrier:
NA
Vapor Barrier:
NA
Anchor Sheet:
NA
Anchor Sheet Fastener / Bonding Material:
Insulation Base Layer Size & Thickness:
Insulation Base Layer Fastener / Bonding Material:
Insulation Top Layer Size & Thickness:
Insulation Top Layer Fastener / Bonding Material:
'NA
Base Sheet(s) & No. of Ply(s):
GAF GLASSBASE 80# 2 PLYS
Base Sheet Fastener / Bonding Material:
Ply Sheet(s) & No. of Ply(s):
NA
Ply Sheet Fastener / Bonding Material:
ft.
GAF RUBEROID HEATWELD 170 FR
Top Ply Fastening / Bonding Material:
TORCH
Surfacing:
SINGLE PLY MEMBRANE:
Single Ply Manufacturer / Type:
Single Ply Sheet Width:
No. of Single Ply 1/2 sheets:
" 1/2 Sheet Width:
lEll
Single Ply Membrane Fastening / Bonding Material:
FASTENER SPACING FOR BASESHEET ATTACHMENT
❑ SINGLE PLY MEMBRANE ATTACHMENT
1. Field:
2. Perimeter:
" o/c @ Laps &
° o/c @ Laps &
rows
rows
" o/c
" o/c
3. Comer: ° o/c @ Laps & Ell rows " o/c
NUMBER OF FASTENERS PER INSULATION BOARD:
1. Field: 2. Perimeter:
Insulation Fastener Type :
NA
3. Comer:
WOOD NAILER TYPE AND SIZE:
Wood Nailer Fastener Type and Spacing:
EDGE & COPING METAL SIZES:
Edge Metal Material:
Edge Size:
— Galvanized Metal-
—3" face 26 ga. —
Hook Strip Size:
- SELECT EDGE METAL HOOK STRIP SIZE --
Edge Metal Attachment:
1 -1/4 RS NAIL & TIN CAP
Coping Material: - SELECT PARAPET WALL COPING MATERIAL-
Coping Size:
Hook Strip Size:
- SELECT COPING METAL SIZE OR THICKNESS -
- SELECT COPING METAL HOOK STRIP SIZE-
,. _ .... ._. __. .......... ......_ _ _.__
Parapet Coping Metal Attachment:
Membrane Type: APP /SBS Heat Weld
Deck Type 1: Wood, Non - insulated
Deck 19 / Description: plank ' 32 or greater plywood or wood lank decks
System Type E(2): Base sheet mechanically fastened.
All General and System Limitations shall apply.
Fire Barrier: F' • ; B • „
(optional) g, e - ield®
Base sheet: AFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT® EliminatorTM
Nailable, RUBERQID® 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;
Fastening Options: GI' ._ , P � L , ®
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 -4S 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 -TecTM #I2 standard, #14 or # 15
Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac 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 P1yTM 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
(Maximum Design Pressure -5 .S psf, See Gen r
GAFGLAS® #80 ULTIMATM, RUBEROID ®20, RUBEROID®Mop Smooth, base
sheet 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
r oating, o SecurockTM.
'berglass- Based;` ;.
field.
imum Design ' e -60 psf, See General Limitation #7)
GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with
Drill-TecTM #I2 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or
Drill -TecTM AccuTrac 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-TecTM 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)
NOA No.: 09- 0224.01
Expiration Date: 11/06/13
Approval Date: 04/08/09
Page 29 of 31
GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with .,
Drill-TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or.,
Drill -TecTM AccuTrac 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)
Ply Sheet: (Optional except over RUBEROID® Modified Base Sheet, RUBEROID® MOP
Smooth, RUBEROID® 20, RUBEROID® SBS Heat - WeIdTM Smooth or
RUBEROID® SBS Heat - WeIdTM) One or more plies GAFGLAS® PLY 4 or
GAFGLAS® Flex PIyTM 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.
Membrane: One ply of RUBEROID® Torch Smooth, RUBEROID® Torch Granule, Roof
MatchTM APP Torch Granule, RUBEROID® EnergyCapTM Torch Granule FR,
RUBEROID® Torch Plus Granule, RUBEROID® EnergyCapTM Torch Plus FR, or
RUBEROID® Torch FR torch applied according to manufacturer's application
instructions.
Or
One or more plies of RUBEROID® SBS Heat - WeIdTM PLUS, RUBEROID® SBS
Heat - WeIdTM PLUS FR, RUBEROID® SBS Heat - WeIdTM 170 FR, RUBEROID®
EnergyCapTM SBS Heat - WeIdTM Plus FR, RUBEROID® SBS Heat - WeIdTM,
RUBEROID® SBS Heat - WeIdTM Smooth, RUBEROID® ULTRACLAD® SBS
and RUBEROID® SBS Heat - WeIdTM 25 applied according to manufacturer's
application instructions.
Surfacing: (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top
membrane) Install one of the following:
1. Gravel or slag applied at 400 lbs. /sq. and 300 lbs. /sq. respectively in a flood
coat of approved asphalt at 60 lbs./sq. or applied in a flood coat of Leak
BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal. /sq.
2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLAS' Energy Cap Mineral
Surfaced Capsheet adhered in a full mopping of approved asphalt applied
within the EVT range and at a rate of 20-40 lbsisq.
3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at
1.5 gal. /sq.
4. Leak BusterTM MatrixTM 715, Leak BusterTM MatrixTM 322, TOPCOAT®
MB +, TOPCOAT® Fireshield Elastomeric Roofmg Membrane, applied at 1 to
1.5 gal. /sq.
5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofmg Membrane,
EnergyCote® roof coating applied at 1 to 1.5 galisq.
6. TOPCOAT® Surface Seal, TOPCOAT® Fireshield® SB Solvent based
Elastomeric Roofing Membrane applied at lto 1.5 galisq
7. Advance Green Technologies Photovoltaic Laminate solar energy collector
auxiliary roof equipment installed in compliance with manufacturer's
specifications and applicable Building Codes.
Maximum Design
Pressure: See Fastening Above
NOA No.: 09- 0224.01
Expiration Date: 11/06/13
Approval Date: 04/08/09
Page 30 of 31
WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet is required with Ply 4 and Flex Ply TM 6 when used as a mechanically fastened base or anchor
sheet.
2. Minimum 'A" Dens Deck or ' /z" 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 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 lbs. /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 2751bf. 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
Roofmg 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. 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.
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 comers 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.: 09 -0224.01
Expiration Date: 11/06/13
Approval Date: 04/08/09
Page 31 of 31
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 permit, 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.-9 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.
2. ,4-1) 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. T 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. 4 v 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.
5. A 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. A- ,/ Overflow 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. /- 1) 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
reduce. It may be beneficial to consider additional venting which can result in extending the service life of the
roo
Owner /Agent's Signature
Revised on 7/9/2009 LD
Contractor Signature Date
Nc,
Miami Shores Viiiage
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNERS'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department Date:
10050 NE 2nd Ave
Miami Shores, Fl 33138
Re: Owner's Name: A H (Z t t q Z
Property Address: R GO CD IL..) 6 AU 1
Roofing Permit Number:
Dear Building Official:
I A 1,1kAwf i g 7 . certify that I am not required to retrofit the roof to wall connections of my
building because:
( 1 The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad
valorem taxation.
o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions
of 1994 edition of the South Florida Building Code (1994 SFBC)
Print Name
State of Florida
County of Dade
The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned.
Swom to and subscribed before me this day of )2Z1 l
Notary Public, Sate of Florida at Large
• When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994
SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation.
Revised on 5/2112009