RF-13-885Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP - 190155 Permit Number: RF -4 -13 -885
Scheduled Inspection Date: May 22, 2013
Inspector: Bruhn, Norman
Owner: SHARON R GENTILE, GARY GENTILE
Job Address: 1200 NE 103 Street
Miami Shores, FL
Project: <NONE>
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Repair Roof
Um ..._,A0 Phone Number 305- 754 -6024
Parcel Number 1132060340290
Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC
Phone: 305 - 757 -2612
Building Department Comments
REPAIR ROOF TILE
Infractio Passed Comments
INSPECTOR COMMENTS
False
Inspector Comments
PassedG f
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
May 21, 2013
For Inspections please call: (305)762 -4949
Page 11 of 24
<Y9)1\9)
BUILDING
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
(505'.1 3L\Cj
PERMIT APPLICATION
Permit Type: BUILDING
JOB ADDRESS: 1 h . E - 1 3 4 i ;
FBC 20 to
Permit No.
Master Permit No. ,
�OOFING�
City: Miami Shoores (' 04
Coounty:
Folio/Parcel #: 1131,46 '03 u .
Is the Building Historically Designated: Yes NO
OWNER: Name (Fee Simple Titleholder):
Address: h 1 0 3 2
City:
Tenant/Lessee Name:
Email:
Miami Dade
Zip: x3138
Flood Zone:
LE u teas hone #: 41 f— Q l f- D-c
State: Zip: al3 3/ 3 � Y
(e ' 1 Phone #: ! 17 ( /, (/4 G if -%
014, 1
C.41245 d- Lt
fv
CONTRACTOR: Company Name: 0(96-!.. V61 c c 1 Phone#: O3 -1, r/%' 4 t 2
Address: 4 NE 77
City:I1/1 i IFJy m .
_^.n State:
�
Qualifier Name: p��4
State Certification or Registration #:
Phone #:
Contact Phone #: 3 or Tx-7 aG 1 2- Email Addres
Zip:
Certificate of Co;; petency #:
DESIGNER: Architect/Engineer: / Phone #:
�yJ
Value of Work for this Permit: $ Std _
Type of Work: UAddition DAlteration
Descriqllon of W rk:
t # LL
Square/Linear Footage of Work: 1 1
UNew 1epair/Replace
ODemolition
Color thru tile:
* * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Submittal Fee $G � Permit Fee $
O 6
Scanning Fee $ Radon Fee $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
CCF $ CO /CC $
DBPR $ Bond $
TOTAL FEE NOW DUE $ (4' w(
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
The foregoin instrument was acknowledged before me this 2--N) 2--N) n
day of , 201 , by 1 iC L+ & 1MM ,
who is ersonally known to me or who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My Commiss
Signat
Contractor
T oregoing instrument was acknowledged before me thisa 5
day of , 20 L) , by otTahleS 0. (
who is personally known to me or who has produced
as identification and who did take an oath.
73® Plans Examiner
Structural Review
(Revised 3 /12 /2012)(Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)
NOTARY PUBLIC:
Sign:
Print:
My Commission Expires:
psienis tq /'i''
078 .
c!-‘) FF0�3S ;od��C:
••••.. °$9•
Zoning
Clerk
CUMULATIVE SUBSTANTIAL IMPROVEMENT
VERIFICATION WORK SHEET,
In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all
improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed
improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished
materials (include those donated), labor (including volunteer and self - performed), construction supervision and
management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is
attached for your reference. (A Copy of the Contract must be attached)
PROPERTY OWNER: C..2a2-t, () ed )
PERMIT #
ADDRESS: 1� 60 Kt
r, 26 / 6 ,- 0).--' '
FOLIO NUMBER: FLOOD ZONE:
BASE FLOOD ELEVATION:
FREEBOARD: EAST OF FL.CCCL:
COST OF PAST IMPROVEMENTS (12 MONTHS): h 0 h E---
COST OF PROPOSED IMPROVEMENTS:
(ATTACH COPY OF CONTRACT)
TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed):
VALUE OF PRINCIPAL STRUCTURE (attach appraisal):
0.0
OWNERS SIGNATURE:
PLANREVIEWER:
DATE: ,114_
PLAN REVIEWER SIGNATURE: DATE:
Created on June 2009
as t 3
Miami Shores Vivage
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
May 2, 2013
Permit No: RC13 -885
Building Critique
1. INDICATE LOCATION OF THE REPAIR. JR
Norman Bruhn CBO
305 - 762 -4859
Norman Bruhn CBO
305 - 762 -4859
Plan review is not complete, when all items above are corrected, we will do a complete
plan review.
If any sheets are voided, remove them from the plans and replace with new revised
sheets and include one set of voided sheets in the re- submittal drawings.
Miami Shores Viiiage
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
May 2, 2013
Permit No: RC13 -885
Building Critique
1. INDICATE LOCATION OF THE REPAIR. JR
Norman Bruhn CBO
305 - 762 -4859
Norman Bruhn CBO
305 - 762 -4859
Plan review is not complete, when all items above are corrected, we will do a complete
plan review.
If any sheets are voided, remove them from the plans and replace with new revised
sheets and include one set of voided sheets in the re- submittal drawings.
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Master Permit No.
Contractor's Name
Florida Building Code Edition 2010
High - Velocity Hurricane Zone Uniform Permit Application Form.
Section A (General Inform
Job Address 2 0 0 D3 '5 i c
❑ Low Slope
❑ Asphaltic Shingles
❑ New Roof ❑ Reroofing
Low Slope Roof Area (SF)
ROOF CATEGORY
❑ Mechanically Fastened Tile '� c;Mdrlt4 @ @I$et
❑ Metal PaneVShingles
❑ Prescriptive BUR -RAS 150
ROOF TYPE
❑ Recovering Repair ❑ Maintenance
ROOF SYSTEM
INFORMATION
Steep Sloped Roof Area (SF) Total (SF)
Section B (Roof Plan)
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuff
Include dimensions of sections and levels, clearly identify dimensions of elevated pres
parapets.
15.34
r n! bvel low d�
e zones ant ocati
ft
ei
/20
of
Fir
2010 FLORIDA BUILDING CODE — BUILDING
MIAM
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Boral Roofing LLC.
7575 Irvine Center Drive, Suite 100
Irvine, CA. 92618
M
PRODUCT C
11805 S
Miam
T (786) 315 -25
www.
I -DADE COUNTY
NTROL SECTION
26 Street, Room 208
Florida 33175 -2474
0 F (786) 315 -2599
�iamidade.sov /Dera
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Co of Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AH
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product ontrol Section
(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 • the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revok modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revok this acceptance,
if it is determined by Miami -Dade County Product Control Section that this product or material fails t 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: Capri Concrete Roof Tile
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, stag and following
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. r
RENEWAL of this NOA shall be considered after a renewal application has been filed and there ha,4 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 hange 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 compl 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 renews NOA# 12- 0308.07 and consists of pages 1 through 6.
The submitted documentation was reviewed by Alex Tigera.
MIAMI•DADECOUNTY
APPROVED
NOA No.: 12- 0904.07
Expiration Date: 12/16/17
App 'oval Date: 12/06/12
Page 1 of 6
ROOFING ASSEMBLY APPROVAL
Category:
Sub - Category:
Material:
Roofing
Roofing Tiles
Concrete
1. SCOPE
This approves a system using Capri Concrete Roof Tile, as manufactured Boral Roofing LLt in Lake Wales,
FL., and described this Notice of Acceptance. For locations where the pressure requirements, determined by
applicable Building Code does not exceed the design pressure values obtained by calculatio s in compliance
with RAS 127 using the values listed in the installation section herein. The attachment cal ulations shall be
done as a moment based system.
2. PRODUCT DESCRIPTION
Manufactured by
Applicant
Capri Concrete Tile
Trim Pieces
Dimensions
1= 17"
w = 12 -3/8"
',4" thick
1= varies
w = varies
varying thickness
2.1 PRODUCT DESCRIPTION
1. Lake Wales, FL.
2.2 SUBMITTED EVIDENCE:
Test Aeencv
Redland Technologies
Redland Technologies
Redland Technologies
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Redland Technologies
Redland Technologies
MIAMI•DADE COU
APPROVED
Test
Specifications
TAS 112
Product
Description
Low profile, interlocking, high pr ssure extruded
concrete roof tile equipped with o e nail hole and
double roll ribs. For direct deck battened nail -on,
mortar or adhesive set application
•
TAS 112 Accessory trim, concrete roof pie es for use at hips,
rakes, ridges and valley terminate ns.
Manufactured for each tile profilel.
Test Identifier
7161 -03
Appendix III
7161 -03
Appendix II
P0402
94 -060B
94 -084
P0631 -01
Letter Dated Aug. 1, 1994
Test Name/Report
Static Uplift Testing
PA 102 & PA 102(A)
Wind Tunnel Testing
PA 108 (Nail -On)
Withdrawal Resistance Testing oil
screw vs. smooth shank nails
Static Uplift Testing
PA 101 (Adhesive Set)
Static Uplift Testing
PA 101 (Mortar Set)
Wind Tunnel Testing
PA 108 (Mortar Set)
Wind Tunnel Testing
PA 108 (Nail -On)
Expir
App
Date
Dec. 1991
Dec. 1991
Sept. 1993
March, 1994
May 1994
July 1994
Aug. 1994
OA No.: 12- 0904.07
tion Date: 12/16/17
oval Date: 12/06/12
Page 2 of 6
2.2 SUBMITTED EVIDENCE:
Test Agency
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Celotex Corporation
Testing Services
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Nutting Engineering
Test Identifier
Project No. 307025
Test #MDC -760
25- 7183 -1
25- 7183 -2
25- 7214 -2
25- 7214 -6
528454 -2 -1
520109 -2
Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
TAS -112
Test Name/Report
Wind Driven Rain
PA 100
Static Uplift Testing
PA 102
(2 Quik -Drive Screws, Direct Deck)
Static Uplift Testing
PA 102
(2 Quik -Drive Screws, Battens)
Static Uplift Testing
PA 102
(1 Quik -Drive Screw, Direct Deck)
(1 Quik -Drive Screw, Battens)
Static Uplift Testing
PA 101
Aerodynamic Multiplier
25 -7183
25 -7094
25 -7496
25 -7584
25- 7804b -8
25- 7804 -4 & 5
25- 7848 -6
Aerodynamic Multipliers
Two Patty Adhesive Set System
13343.1
Date
Oct. 1994
Feb. 1995
Feb. 1995
March, 1995
Sep. 1998
Dec. 1998
August 2007
March 1995
February 1996
April 1996
December 1996
October 2007
April 1999
June 2007
3. LIMITATIONS
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed i(n accordance with
TAS 106.
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to pe orm quarterly test
in accordance with TAS 112, appendix `A'. Such testing shall be submitted to a Building Code
Compliance Office for review.
3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applicatiois Standards listed
}
section 4.1 herein.
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated
otherwise by the underlayment material manufacturers published literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be i[n compliance with
applicable building code.
MIAMI -DADE COUNTY
APPROVED
NOA No.: 12- 0904.07
Expiration Date: 12/16/17
Approval Date: 12/06/12
Page 3 of 6
4. INSTALLATION
4.1 Capri Concrete Roof Tile and its components shall be installed in strict complian ce with Roofing
Application Standard RAS 118, RAS 119, and RAS 120.
4.2 Data For Attachment Calculations
Table 1: Average Weight (W) and Dimensions (I x w)
Tile Profile
Weight -W (Ibf)
Length -I (ft)
Vfidth w (ft)
Capri Concrete Tile
9.51
1.42
1.03
Table 2: Aerodynamic Multipliers - A. (ft3)
Tile
Profile
X, (ft)
Batten Application
� (ft3)
Direct Deck
Application
Capri Concrete Tile
0.265
0.287
or
Table 3: Restoring Moments due to Gravity - Mg (ft-4bf)
Tile
Profile
2 ":12"
3 ":12"
4 ":12"
5 ":12"
6 ":12"
7 ":12"
greater
or
Capri
Concrete
Tile
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
5.71
6.41
5.63
6.40
5.52
6.26
5.39
6.10
5.24
5.93
5.07
5.75
1 -10d Smooth or Screw Shank Nail
(Field Clip)
24.3
24.3
Table 4: Attachment Resistance Expressed as a Moment - Mi (ft -Ibf)
for Nail -On Systems
Tile
Profile
Fastener Type
Direct Deck
(min 15/32"
plywood)
Direct Dec
(min. 19/3
plywood)
'
Battens
Capri Concrete
Tile
2 -1Od Ring Shank Nails
27.8
37.4
28.8
1 -10d Smooth or Screw Shank Nail
8.8
11.8
4.1
2 -1Od Smooth or Screw Shank Nails
16.4
21.9
7.1
1 . #8 Screw
25.8
25.8
22.9
2 . #8 Screws
47.1
47.1
49.1
1 -10d Smooth or Screw Shank Nail
(Field Clip)
24.3
24.3
24.2
1 -10d Smooth or Screw Shank Nail
(Eave Clip)
19.0
19.0 !
22.1
2 -1Od Smooth or Screw Shank Nails
(Field Clip)
35.5
35.5
34.8
2 -10d Smooth or Screw Shank Nails
(Eave Clip)
31.9
31.9
32.2
MIAMI•DADE COUNTY
APPROVED
NpA No.: 12- 0904.07
Expiration Date: 12/16/17
Approval Date: 12/06/12
Page 4 of 6
Table 6: Attachment Resistance Expressed as a Moment Mf (ft-Ibf)
for Two Patty Adhesive Set Systems
Tile
Profile
Tile
Profile
Tile Application
Minimu
Re
Attachment
istance
Capri Concrete Tile
Adhesive'
6.61
6.12
1 See manufactures component approval for installation requirements.
5.54
2 Flexible Products Company TileBond Average weight per patty 11.4 grams.
3MT" 2- Component Foam Roof Tile Adhesive AH -160 Average weight per patty 8 grams.
Table 7: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf)
for Single Patty Adhesive Set Systems
Tile
Profile
Tile
Profile
Tile Application
Minimu Attachment
Re istance
Capri Concrete Tile
3M' M 2- Component Foam Roof Tile Adhesive AH -160
5 Tile -Tite Roof Tile Mortar.
6.61
3M'"' 2-Component Foam Roof Tile Adhesive AH -160
5.54
3 Large paddy placement of 54grams of 3M' T 2- Component Foam Roof Tile Adhesive AH -160.
4 Medium paddy placement
of 24grams of 3M' M 2- Component Foam Roof Tile Adhesive AH -160.
Table 8: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf)
for Mortar Set Systems
Tile
Profile
Tile
Application
Attachment
Resistance
Capri Concrete Tile
Mortar Sets
20.60
5 Tile -Tite Roof Tile Mortar.
5. LABELING
All tiles shall bear the imprint or identifiable marking of the manufacturer's name o4 logo (See Detail
Below), or following statement: "Miami -Dade County Product Control Approved ".
MIAMI.DADE C •
APPROVED
VANGUARD ROLL
BORAL ROOFING LLC CAPRI TILE IDENTIFICATION MARK (LAKE WALES, FL.)
(LOCATED ON UNDERSIDE OF TILE)
$OA No.: 12- 0904.07
Expiration Date: 12/16/17
Approval Date: 12/06/12
Page 5 of 6
tl
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Any other documents required by the Building Official or applicable building
properly evaluate the installation of this system.
PROFILE DRAWINGS
code in order to
CAPRI CONCRETE TILE (POMPANO BEACH, FL.)
END OF THIS ACCEPTANCE
NOA No.: 12- 0904.07
Expiraltion Date: 12/16/17
Approval Date: 12/06/12
Page 6 of 6
Ownees.Notificafion Form* HVHZ 2010
MIAMI•QA EE
"Deily;•ring £xceIJk•rrce Every nay" SECTION 1524
HIGH VELOCITY HURRICANE ZONES— REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractorito provide the owner
with the required roofmg permit, and to explain to the owner the content of this section. Th provisions of
Chapter 15 of the Florida Building Code, Building govern the minimum requirements and $ tandards 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 spaco indicates that the
item has been explained.
1. Aesthetics - workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane
are for the purpose of providing that the roofmg system meets the wind resistance an ' water intrusion
performance standards. Aesthetics (appearance) are not a consideration with respect to wor nanship provisions.
Aesthetic issues such as color or architectural appearance, that are not part of a zoning code,Ishould be addressed
as . art of the agreement between the owner and the contractor.
, swift
rde 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be
f ailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane ones) of the Florida
Build g Code. (The roof deck is usually concealed prior to removing the existing roof system).
or
3. Common roofs: Common roofs are those which have no visible delineation bet‘iveen neighboring
u it (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing co ttractnr and/or
0
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 rof decking can be
view :d from below. The owner may wish to maintain the architectural appearance; therefor, 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
caus water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indicatioh of structural
dist ess and may require the review of a professional structural engineer. Ponding may shortein the life
expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original
roofing system is removed. Ponding conditions should be corrected.
6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not
oleriloaded 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
w.th the requirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbic
7. Ventilation: Most roof structures should have some ability to vent natural airflov¢ through the
in -ris 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.
Owner's /Agent's Signature: � / Date: /
%.
Contractor's Signature: � i Permit Number:
Property Address: