315 NE 98 St (3)CONTRACTOR
Name �+ g c z G
(
License No. c C" C.05-0C)-5-1
Address c p o i 3 4 e e s+
/ -7 ) F/A 3 362,7 c9
Telephone9 p l - Fax q,- y 9025-so 45--
Qualifier Nam A+2— `
PROPERTY OWNER
Na • ••
• • • • •
, lte No. • •
Name f � A Toi o Al/ m ‘
4 w
Address
'3 fs tv E' 9
• _ •
Repair
Home Telephone 3d S 2 S/ /
�I/(p
, 4/
Business Telephone
Demolish
Fax
Relocation of Structure
.••
• AM I ITEC'F •
•
Na • ••
• • • • •
, lte No. • •
Address
Telephone
Fax
TYPE OF MANAGEMENT (✓ )
New Construction
Enclosure
Alteration Exterior
• _ •
Repair
,
Alteration Interior
• •
Demolish
..
Relocation of Structure
.••
Shell Only
• ••
Foundation Only
Add'l Attachment
Other
Add'l Detachment
Other
PERMIT TYPE ( ✓ )
Building
Electrical •••••••
, Ng4ianical
• _ •
Plumbing ..... • _
,
f1GrX
• •
:tippling .. •
..
• • •
.••
•Olhor •• •
• ••
•
•
•
•
INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village:
Step 1.
Step 2.
•
Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please
print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submit-
ted along with this permit application.
Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the
'processing of your application, you may be asked to submit additional information.
Folio Number 1 1 ^ p[ 0 -- 1.3 , t d escription of Work Z/7/5 L N Q I'p y T
Lo Block
w F. if T Q G C/
Subdivision , S . � PB / eG Zoning Linear Feet
Current Use of Property °'� 'ci Square Feet 60 0 Units 1 Floors
Proposed Use of Property r<41.5
Tenant Information
• ••
•
•
•
•
•
•
•
•
PERMIT CHANGE (✓ )
Chg. Contractor
Renewal
Revision
Extension
Supplement
Reinspection
0 l Master Permit iVo. ` ®� l ( 7
Subsidiary Permit No.
Value of Work p2 PD
t!'
Tax Assessed/Appraised Value
Flood Zone
Bldg Value
PERMIT APPLICATION
Base Floor Elev.
ENGINEER
Name
License No. '
Address
Telephone
Fax
Page 2
IMPORTANT NOTICES
1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant
the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m.
to 5:00 p.m. No inspections will be conducted on weekends or holidays.
2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris.
3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS.
4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is
required for work in or near the street/sidewalk.
5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer
which requires a separate permit.
6. PORTABLE TOILETS for a construction site require a separate permit.
7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department.
8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement.
9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic' tanks. Department of Environmental Resources
Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers.
AFFIDAVIT - Please read carefully.
Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all
work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits
are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY,
ROOFING and SIGNS and there may be additional permits required from other governmental agencies.
I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve
months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and
any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the
present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business
under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must
conform to the current code requirements of the Building Code.
•• ••
WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may regdlt it you • • payin g twico for
improvements to your property. If you are spending more than $2,500 or intend to obtain financing you may wisfl'tfl•Aonsult. wit :
your attorney or lender before recording your Notice of Commencement. The Notice of CommIncamint must bYrecordetP ar: •
22 N.W. 1st Street, 1° Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be J DIED AT THE JOB SITE it„
accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall Oil. ry�ttructi4>: •)! 1en Law 'Mr
Choosing a Contractor.
STATE OF FLORIDA, C�OF MIAMI -DADE
S
Print Name (,
Sworn to and subscribed before me this I'1 day of _132.012
�LBZ .
Signature of Notary Public - State of Florida
NINA M. MCLEOD
MY COMMISSION # DD 012023
EXPIRES: April 4, 2005
Bonded Thm Budget Notary Services
oduced Identification
Type of Identification Produced:
• • •
o••• •• • •
ST OF FLORIDA, COU MIAMI•DADE :' ° °';
NY'X
..•.
• •s
tgnature of Contractor / Qualifier o • •
•eoo••
Dan s r r n.
Print Name
Swor and subscribed before me this day of A
2
•
Signature of Notary Public - State of Florida
SEAL:
Type o � da� PU o� PPaga1SSI.N # DD 0 1,15 1202
* d);/7- \l` Bonded ihrBudget Notary Services
O F _ - --
PERMIT APPLICATION
o•••
• e
• ••
ELECTRICAL
TYPE.
Minimum Fee
QTY.
'Fyn
Dryer
()"1'1'.
TYI'E
Outlet, Appliance
()Ty.
"I YI'1•:
Service Repair
()Ty.
A/C Central 1 -3 Ton
• • • _
Fan
Outlet, Wall
Service, Temporary
A/C Central 4 -7 Ton
,: • •
Fire Pump
Outlet, Switch
Signs
A/C Central 8-15 Ton
• •
Fixture - Fluorescent
Oven
Space Heater (kw)
A/C Central 16-20 Ton
• •
Fixture Light
Parking Lot Lights
Spas/Hot Tubs
A/C Central 20+ Ton
Flood Lights
Plugmold/Strip
Subfeeds, No. of Amps
A/C Window
FPL - Load Central
Posts
Swim Pool, Commercial
Air Conditioners
Garbage Disposal
Range/Range Top
Swim Pool, Residential
Chiller
Generators, etc.
Receptacles
Switchboards
Clear Violations
Heat Recovery
Refrigerator, Comm. (p/PH)
Temp Serv., Construction
Compactor
Low -volt, Burglar
Disposal
Refrigerator, Domestic
Interceptor
Temp for Test - 30 days
Roof Inlet
Deep Freezer
Low -volt, Fire
Renew - Temp Service
Water Heater
Demolition
Low -volt, Intercom/feleph.
Repair Circuits
Water Heater New
Dishwasher
Low -volt, Television
Service, Number of Amps
Water Re -pipe
°i_ MBI
• "': i
. t Condegs•dte • •
Q (1.
mil.:
•Drains, Roof
QTY.
TYPE
Miscellaneous Fixture
QTY
11
Soakage Pit
Q"I'Y
1Iatj Fub • • •
• • • _
Drinking Fountain
Miscellaneous Repairs
Solar Water Heater
•
Bidef •
,: • •
• Filter Replace
Pool Piping
Sprinkler Repair
3 J Fixtuneu • • • i .
• •
Fountain
Pump and Abandon
Sprinkler System •
Cap - Water '
• •
:Gas - Appliance
Pump, Domestic
Supply, AC Well
rap -Sewer
Gas - Natural
Pump, Fire Stand
Temporary Toilet
Catch Basin
Gas - Propane
Pump, Re- circulate
Temporary Water Closet
Clothes Washer
Gas Piping
Pump, Replace - Pool
Urinal
Dental Chair
Grease Trap
Pump, Sprinkler
Utility - Sewer
Discharge Well
Ice Maker
Pump, Sump
Relay Repair
Utility - Water
Vacuum Pump
Water Closet
Dishwasher
Indirect Wastes
Disposal
Interceptor
Roof Inlet
Domestic Well
Laundry Tray
Septic Connection
Water Heater
Drainfield, 4" Tile/Res.
Lavatory
Septic Tank
Water Heater New
Drains, Area
Meter Set (Gas)
Sewer Connection
Water Re -pipe
Drains, Floor
Minimum Fee
Shower
Water Service
Drains, French
Miscellaneous Equipment
Sink
Well, Supply
:
•
•
Page 3
PERMIT APPLICATION
[INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below.
1's'II CHANICAL
TvikE
Minimum Fee
A/C Central, Tons
A/C Wall/Win. Tons
Air Handler, Tons
Barbecue • • •
&at Fan- ented #
Condensate Drain
Cooling Tower
Dryer Vents, Number of
Ductwork, Cost of
Fire Sprinkler System
Fireplaces, Number of
QTY. TYPI'.
Generator
Heating Strips, each
Paint Booth
Piping, Flammable Liquid
Process/Pressure Piping
Pressure Vessel
QTY. TYPE
Refrigeration, Tons
Vent Hood, Cost
Ventilation, Cost
Periodic Inspections
•
• •
••••
• • It
RECEIVED AND REVIEWED BY:
DATE:
SECTION
BY
DATE
Zoning
Electrical
Mechanical
Plumbing
Fire
Public Works
Structural
Building Official
/
. ,, --4
Page 4
OFFICE USE ONLY
CHECKLIST
m OWNER - BUILDER FORM
(Attach)
Ui FIRE DEPARTMENT
APPROVAL (Commercial /
multi - family)
CONCURRENCY
(New Construction)
OTHER
(Specify & Attach)
$3.00 per page (Scanning Fee)
Miami Shores Village
Bond
Metropolitan Dade County (C.C.F.) $
Inspector State Educational Fund $
State DCA (Radon) $
Code Enforcement Fine
Zoning Review
Notary
• PROOF OF OWNERSHIP
(Attach)
® HRS / DERM APPROVAL
(Septic / Sewer)
UJ IMPACT FEE
(New Construction)
UI OTHER
(Specify & Attach)
$ 0
$ 0 0
$
$
(Xq..ftt. = x/1000
(¢.005 /sq.ft.)
(¢.01 /sq.ft.)
PERMIT APPLICATION
® CONDO ASSOCIATION APPROVAL
(Attach)
• BPR APPROVAL (Restaurants)
® CONTRACTOR REGISTRATION
(On File)
PERMIT FEES
TOTAL
0• •
• • •
• o
o •
• • •
o•••••
0• •o
••••■•
• •
o••o
•• ••
• • •
• •
•••o
•
•
••••
• ••
• • •
•• •
• •o
• • •
• • •
•
•
••. •
•, •
••••••
•' •
••
•
• •
•••••
• •
• •
• •• •••
•
•
•
ISSUING OFFICIAL
REVIEWED AND PREPARED BY: DATE:
CONDITION OF APPROVAL
Revised July 2001
10050 N.E. 2ND AVE., MIAMI SHORES, FL 0 (305) 795 -2207 ° FAX (305) 756 -8972 o http : / /www.miamishoresvillage.com
n?
Miami Shores Village
10050 NE 2nd Avenue
Phone: 3054954204
Printed: 1 /27/2003
Applicant: JOHN
Owner: MILLER
JOB ADDRESS: 315 NE 98
Contractor J & K ROOFING INC
Local Phone: 954 961 - 7663
Parcel # 1132060135620
Fees:
FEE2003 -458
FEE2003 -484
FEE2003 -485
Description
Buildier's Bond
Building Permit Application Fee
CCF
Total Fees:
Amount
$300.00
$60.00
$1.80
$361.80
Total Fees: $361.80
Total Receipts: $0.00
Permit Status: Approved Permit Expiration: 7/23/2003 Construction Value: $2,380.00
Work: INSTALL NEW ROOF ON FLAT DECK
If there is no permit package accessible_on_theiob- site_fnr insnecterc t.+ vorifv +>�- ..,��� ►.e - .--; --
fee is $50.00, which must be
This Permit is granted to the contras
ordinances pertaining thereto and with 1
and approved by the proper municipal a
authorization. A further condition upon
ordinances and regulatio. .ertaining ti
by his agents, servan or %r oyees.
Signed: ,r
In consideration of the issuance to me
with the plans, drawings, statements or
myself, my agent, servants or employe;
Signed:
Legal Description: 1 53 41-6 53 42 MIAMI SHORES SEC 1 AMD PB 10 -70 E1/2 OF LOT 14 & ALL LOT 15
SidV11Oa
CO
oL9/ 1 -C9
Permit Number: BP2003 -117
Building Permit
MILLER
JOHN
ST
Contractor's Address: 2013 LEE STREET
3IVd
.1190690E 52, 54 :152 ,24 002`90: 1 .- ',. 000:
99ICE 9 1A 1w0M •N'anuanytat MN 064EI
)INVB 1VNOLLVN
950££ 'V)1301 ddO
1S H16£1 MN l£61
ONIHOOU SJ■8808
11 1P
C �O tl3Oli0
3H1 01
AVd
9
SECTION 1524
HIGH VF OCIT I HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
1524.1 A i;t e rta i ns to this sect i t i s 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.4iofida Building Code, Building govern the minimum requirements and standards of the industry for
roofing s installations. Additionally, the following items should be addressed as part of the agreement
between th wner and the contractor. The owner's initial in the adjacent box indicates that the item has been
explai : 1 f , '
1 0 Fl ,
Aesthetics-Workmanship: The workmanship provisions of Chapter 15 (High .Velocity Hurricane
Zone) are fo the purpose of providing that the roofing system meets the wind resistance and water intrusion
performance; standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship
provisions. esthetic issues such as color or architectural appearance, that are not part of a zoning code, should
be addre ed s part of the agreement between the owner and the contractor.
� ' ' ' deck may have to be
1 enatling Wood Decks: When replacing roofing, the existing wood roof k y
renaile4ln accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida
Building! Cpc e. (The roof deck is usually concealed prior to removing the existing roof system).
,,, I .
I. I i A l
• c ommon Roofs: Common roofs are those which have no visible delineation between neighboring
units (i a townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or
owners 0ul notify the occupants of adjacent units of roofing work to be performed.
' , �4• posed
. d 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
penetratjgns of the underside of the decking may not be acceptable. The Florida Building Code provides the
option of'ma ntaining this appearance.
1 • i il 4 1 ••
. 15. :F riding Water: The current roof system and/or deck of the building may not drain well and may
ca u se v ater to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural
distress ;!and may i require the review of a professional structural engineer. Ponding may shorten the life
expectar y 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.
6.11 Qvernow scuppers (wall outlets): lit is required that rainwater flow, off so that the roof is not
overload, d om a build up of water. Perimeter /edge walls or other roof extensions may block this if
overflow So ippers (wall outlets) are not provided. It may be necessary to install over4flow scuppers in
accordance n th the Florida Building Code, Plumbing.
i � 1
:7 f t ventilation: Most roof structures should have some ability to vent natural airflow through the
tntenor, structural assembly (the building itself). The existing amount of attic ventilation shall not be
reduced, t:nay be beneficial to consider additional venting which can result in extending the service life of the
hoof. la
/ //4 /
Date Contractor's Signature
■i
`t .
i f
I il; 1
' !!I i i SECTION 1524
HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
1524.1' As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with
the required rjoofing 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 wner and the contractor. The owner's initial in the adjacent box,indicates that the item has been
explained.'
W ADI DI 1i ! Aesthetics- Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane
Zone) are foI the purpose of providing that the roofing system meets the wind resistance and water intrusion
performance ;standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship
provislons.;Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should
be addressed! s part of the agreement between the owner and the contractor.
t a
2•.1R 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 Co e. (The roof deck is usually concealed prior to removing the existing roof system).
3.1 Cotillion 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, shout notify the occupants of adjacent units of roofing work to be performed.
1
"1/A14. E?cposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be
viewed front below. The owner may wish to maintain the architectural appearance, therefore, roofing nail
penetrations l the underside of the decking may not be acceptable. The Florida Building Code provides the
option of maintaining this appearance.
iii l 1
1' I5. Ponding Water: The current roof system and/or deck of the building may not drain well and may
cau a ater 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.
E
verflow scuppers (wall outlets): It is required that rainwater flow off so 'ihat the roof is not
v erloaded 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 1vith the Florida Building Code, Plumbing.
j
11; yentilation: 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. If nay be beneficial to consider additional venting which can result in extending the service life of the
roof. ; .
f !
Owner's/
Iii
,{ f
•
gent's Signature
/4/
Date ontractor's Signature
Roof System
Required Sections of the
Permit Application Form
Attachments Required
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
Shakes
A,B,D
1,2,4,5,6,7
Other
As Applicable
1,2,3,4,5,6,7
1.
Fore Directory Listing Page
2.
From Notice of Acceptance:
Front Page
Specific System Description
Specific System Limitations
General Limitations
Applicable Detail Drawings
3.
Design Calculations per Chapter 16, or If Applicable, RAS 127 or
RAS 128
4.
Other Component Notice of Acceptances
5.
Municipal Permit Application
6.
Owners Notification for Roofing Considerations (Re- Roofing Only)
7.
Any Required Roof Testing /Calculation Documentation
Florida Building Code Edition 2002
High 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:
ATTACHMENTS REQUIRED:
1
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Florida Building Code Edition
High Velocity Hurricane Zone Uniform Permit Application Form.
Section A (General Information)
Mast er Permit No. Process
Contractor's Name
Job Address j / S
ROOF CATEGORY
�S pe ❑ Mechanically Fastened Tile El Mortar/Adhesive Set Tile
El Asphaltic ❑ Metal Panel /Shin, d Shingles /Shakes
Shingles
❑ Prescriptive BUR-RAS 150
,., ROOF TYPE
❑ New Roof L�J'Re- Roofin g Recovering P ❑ Recoverin ❑ Repair ❑ Maintenance
ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF)
d
Section B (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 Edition 2002
High Velocity Hurricane Zone Uniform Permit Application Form.
Pmax1:
Deck:
Type:
Section C (Low Sloped Roof System)
Fill in Specific Roof Assembly Components
and Identify Manufacturer
(If a component is not used, i entity as "NA ")
System Manufacturer. 4 P
NOA No.: � ' O Q U t ?
Design Wind Pressures, From RAS 128 or Calculations:
Pmax2: Pmax3:
Max. Design Pressure, From the S cific NOA
System: RS02 . Field Perimeter ____ Corner
y csi et
Gauge/Thickness:
Slope: 4r Ow. /
Anchor /Base Sheet & No. of Ply(s):
Anchor /Base Sheet Fastener /Bonding Material:
Insulation Base Layer:
Base Insulation Size and Thickness:
Base Insulation Fastener/Bonding Material:
Top Insulation Layer:
Top Insulation Size and Thickness:
Top Insulation Fastener /Bonding Material:
Base Sheet(s) & No. of Ply(s): 5 # er4 - &
Bas heet Fastener /Bo dipg Material:
c / -c 11 ;
Ply Sheet(s) .& No. of Ply(s): c2 P �7 7
Ply Sheet Fastener /Bonding Material:
T "I /�
44 l
Top Ply: 4 � 04� s 4 ^v 07
Top Ply Fastener/ Bonding Mateti I:
,4 S 7" Pm 3 J "�
Surfacing: ' %' P 4.j di A �-$
Fastener Spacing for Anchor /Base Sheet
Attachment
Field: '1 " oc @ Lap, # Rows @ ezt " oc
///
Perimeter: b " oc @ Lap, # Rows 4 @ h. -oc
Comer. it " oc @ Lap, # Rows _ @ 9 " oc
Number of Fasteners Per Insulation
Board
Illustrate Components Noted and
Details as Applicable:
Woodblocking, Gutter, Edge Termination,
Stripping, Flashing, Continuous Cleat, Cant
Strip, Base Flashing, Counter- Flashing,
Coping, Etc.
Indicate: Mean Roof Height, Parapet Height,
Height of Base Flashing, Component Material,
Material Thickness, Fastener Type, Fastener
Spacing or Submit Manufacturers Details that
Comply with RAS 111 and Chapter 16.
AO CV W p�
1 2 s4 lS9
FT.
Fr.
Parapet
Height
Mean
Roof
Height
v �
•
MIAMI•DADE COUNTY. FIARIDA
METRO•DADB FLAGL.ER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 315 -2901 FAX (305) 375-2908
$UuLDi CODE COMPLLMICE O?FICB (BCCO)
PROD PRODUcT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA
p 1 Mitt:dallCorporation
,14q 'lips Road
fl P f rNJ 07498
PCT
. This N9A is being issued under the applicable rules and regulations governing the use of construction materials.
The doqurnentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product
tteyiew1Committee to be used in Miami Dade County and other areas where allowed by the Authority Having
11 i.
on (1M.
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
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the gcaeptod manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
t
revoke,! modify, or suspend the use of such product or material within the r Codc) jurisdiction, BO A reserve
this s s the righ
to r this acceptance, if it is determined by Miami -Dade County Product
pteriltl fails to trod the requirements of the applicable building code.
•P
PPS
roduct is approved as described herein, and has been designed to comply with the High Velocity Hurricane
,7oiIe ort a Piorida Building Code.
' rRIP GAF Convectional Butlt-Up Roof System for Wood Deck
4Y.IING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
((qwIng statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
11 ;j
WAL of this NOA shall be considered after a renewal application has been filed and there has been no
in the applicable building code negatively affecting the performance of this product.
i P
R
q.
is NOA will occur after the expiration date or if there has been a revision or change in the
i I I'E
. ATION of this use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
-- ! produFta for sale3, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
i • ; with any section of this NOA shall be cause for termination and removal of NOA.
! ' I T7S Tt The NOA number preceded by the words Miami -Dade County, Florida, and followed by
tlu,expi
' . ' ion data may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
. • .,
o in its entirety.
L` or TI PF,CTION: A copy of this entire NOA shall be provided to the seer by the manufacturer or its distributors
? . ' end shall be available for inspection at the jab site at the request of the Building Official.
t i _;,: ,I I ' consists of
; :14 ; This NOA ootlg pages 1 through 21.
` The 4 u bmitted documentation was reviewed by Frank Zuloaga, RRC
NOA Na : 02440809
Expiration Date: 11/04/03
Approval Date: 05/23/02
Page 1of21
•
•
.4 1
•
. • f • '.1
I.
R IO FIND SYSTEM APPROVAL
r ,i
Roofing
Wang= BUR
Wood
;�` iuy Preuur a -75 psf
- -- • - See General Limitation #1
TRADE NAMES OF TS MANUFACTURED NUFACTURED OR LABELED BY APPLICANT:
TABLE 1
rabLet
OAP Asphalt Concrete
Pricier (MatrixTM 307
Printer) k
QAp Mineral Shield®
es
OAP WcatherCoem®
Ea ulsion,(Matrix'
Pillared 305 Emulsion)
9AF Premium Fibered
4J uninum Roof Coating
System Pro
M_ Roof Coating
rr
GAF Jexblack All
Weather Plastic Cement
(MatrixT!' Standard •
jWiet/Dryi Roof Cement
RVBBROID® Modified
Bitumen, Flashing
at •
Jetblack Premium
1 a$1ng Cement
A FOI;AS ® 75
1 Ultlma
QAFGL�AS t180
Huse Sheet
CA FGLAS Flex Ply" 6
pygpensions
5, 55 gallons
60 lb. bags
S gallons
1, 5 gallons
1, 5 gallons ASTM D 3019 Refined asphalt blended with a mineral
ASTM D 3409 stabilizer and tlbers. Permits adhesion to
wet and dry surfaces:
5 gallons
5 gallons
39.37" (1 meter)
wide
39.37" (1 meter)
wide
39.37" (1 meter)
wide
Teat
5necification
ASTM D 41
ASTM D 1863
ASTM 1227
Product
' do
Asphalt concrete primer used to promote
adhesion of asphalt in built -up roofing.
Granules for surfacing of exposed asphalt,
cold process cement or emulsion. GAF
Mineral Shield® Granules shall be used for
flashing applications only.
Surface coating for smooth surfaced roofs.
ASTM D 2824 Fibered aluminum coating.
ASTM D 4586 Fiber reinforced, polymer modified Flashing
cement
ASTM D 4586
ASTM D 4601
ASTM D4601
ASTM D 2178
Asphalt flashing Cement
Asphalt Impregnated and ooated glass mat
base sheet.
Asphalt impregnated and coated, fiberglass
base sheet
Type VI asphalt impregnated glass felt with
asphalt coating.
NOA Not 024408.09
Expiration Date: 11/01103
Approval Date: 06/23(02
Psge 2 of 21
t •
•
I. •
• • ;•
• • r
1
®AFGLAS Ply 4®
I
QAF9LAS® Minereal
I Sar soed Cap Sheet
1i
'GAFOLAS® •
:STRATAVENTS
r Perforated
•
LAS Flashing
II ai
;,0AFOLAS®
STR►TAVENT
j�Fl�oyinator perforated
11Nallpble ,1
1;Rtl1 E'ROID® SBS Heat -
Ier Smooth
�: I
II RU1 O1D® SBS Heat -
I'We Granule
..j'' • ,. .1
t1�' � t
CID® SBS Heat
R1.f�lgR
�� � ! TM ei� l70 FR .i
it SPHEROID. SBS Heat-
W�e PLUS
RUHEROI' SBS Heat-
rfold, PLUS FR
RUItEROID® SBS Heat-
j fl *r 25
I� dt
' RUSEROID Modified
{ II f j l3 Sheet
ti
1 L
plmerisions
39.37" (1 meter)
wide
39.37" (I meter)
wide
39.37" (l meter)
wide
Various
39.37" (1 meter)
wide
1 meter (39.37 ")
wide
1 meter (39.37")
wide
1 meter (39.37")
wide
1 meter (39.37 ")
wide
1 meter (39.37 ")
wide
1 meter (39,37")
wide
39.37" (1 meter)
wide
id. 20 39.37" (1 meter)
wide
mold. Mop Granule 39.37" (1 meter)
wide
Test
Specification
Type IV asphalt impregnated glass felt with
asphalt coating.
Asphalt coated, glass fiber mat cap sheet
surfaced with mineral granules.
Fiberglass base sheet impregnated and
coated on both sides with asphalt. Surfaced
on the bottom side with mineral granules
embedded in asphaltic coating with factory
perforations.
Asphalt coated glass fiber mat flashing sheet
available in three sizes.
Fiberglass base sheet impregnated and
coated on both sides with asphalt Surfaced
on the bottom side with mineral granules
embedded in asphaltic coating.
ASTM D -6164 Non -Woven Polyester mat coated with
polymer- modified asphalt and smooth
surfaced.
ASTM D -6164 Non -Woven Polyester mat coated with
polymer modified asphalt and surfaced with
mineral granules.
ASTM D -6164 Non -Woven Polyester mat coated with fire
retardant polymer modified asphalt and
surfaced with mineral granules.
ASTM D -6164 Non -Woven Polyester mat coated with
polymer modified asphalt and surfaced with
mineral granules.
ASTM D-6164 Non -Woven Polyester mat ooated with fire
retardant polymer modified asphalt and
surfaced with mineral granules.
ASTM D-6164 Non -Woven Polyester mat coated with
polymer - modified asphalt and smooth
surfaced.
ASTIvI D4601, Premium glass fiber reinforced SBS -
Type 11,17L modified base sheet
Type G2 BUR
ASTM D 6163 SHS modified asphalt base sheet and
ASTM D 5147 interply sheet reinforce with a glass fiber
M41.
ASTM D 6222 Non -woven polyester mat coated with
ASTM D 5147 polymer modified asphalt and surfaced with
mineral granules.
ASTM D 2178
ASTM D 3909
ASTM D 4897
D 3672
ASTM D 4897
D 3672
Product
jpescri
NOA No; 02- 0408.09
Expiration Data: 11/04/03
Approval Date: 0Sl'23102
Page 3 of 21
Ruberoid® Mop Plus
(Gr�rt
• a RU EROID MOP
•
I CI
` ' ? RUBEROID® MOP
•
.17 FR
; , I
.i
. • IL BEROID® MOP FR
`.
r
•
•
1
rjaa
Rt1BEROID TORCH
S ooth
RyBERQID® TORCH
ulo
1U 1BEROID® TORCH
PUS (Orartule)
11 11 EROID® TORCH
R4JBEROID 170FR
RCH
i
BEROID® 30
EROID® 30 FR
I
BUBEROID
TRACLAD® SBS
UBEROID® Dual FR
Test
im ns beclflcation;
39.37" (1 meter) ASTM D 6222
wide ASTM D $147
A
wide A
39.37" (1 meter)
39.37" (1 meter) A
wide A
3937" (1 meter)
wide
39.37" (1 meter)
wide
39.37' (1 meter)
wide
39.37" (1 meter)
wide
39.37" (1 meter)
wide
39.37" (1 meter)
Wide
• 3937" (1 meter)
wide
39.37" (1 meter)
wide
39.37" (l meter)
wide
39.37" (1 meter)
Wide
Product
pe
Non -woven polyester mat coated with
polymer modified asphalt and surfaced with
mineral granules.
STM D 6164 Non -woven polyester mat coated with
STM D 5147 polymer - modified asphalt and smooth
surfaced.
STM D 6164 Non -Woven polyester mat coated with fire
STM D 5147 retardant polymer modified asphalt and
surfaced with mineral granules.
ASTM D 6164 Non -Woven polyester mat coated with fire
ASTM D 5147 retardant polymer modified asphalt and
surfaced with mineral granules.
ASTM D 5147 Heavy duty, polyester reinforced, asphalt
modified bitumen membrane, smooth
surface.
ASTM D 5147 Asphalt impregnated, coated felt, surfaced
with mineral granule.
ASTM D 6222 Heavy duty, polyester reinforced, asphalt
ASTM D 5147 modified bitumen membrane, granule
surface
ASTM D 6222 Heavy duty, polyester reinforced, coated
ASTM D 5147 with fire retardant asphalt modified bitumen
membrane, granule surfaace.
ASTM D 6222 Heavy duty, polyester reinforced, coated
ASTM D 5147 with fire retardant asphalt modified bitumen
membrane, granule surface.
ASTM D 6163 Non -woven fiberglass mat coated with
ASTM D 5147 polymer modified asphalt and surfaced with
mineral granules.
ASTM D 6163 Non -woven fiberglass mat coated with fire
ASTM D 5147 retardant polymer modified asphalt and
surfaced with mineral granules.
ASTM D 6298 Woven fiberglass mat coated with Polymer
ASTM D 5147 modified asphalt and surfaced with
aluminum, copper or stainless steel foil.
ASTM D 6164 Non-woven polyester and fiberglass mat
ASTM D 5147 coated with file retardant, polymer modified
asphalt and surfaced with mineral granules.
NOA No: 02.0408.09
Expiration Date: 11/04/03
Approval Date; 05/23/02
Page 4of21
9r
� ' . i •
•
!I
I
I 4
&Agit
,Vent Starke (metal and
plastig) .
; I
I
Aluminum
ion
GAF Aluminum Roof
Paint (Matroc® System
p O #4uaunum Roof
coatipg Fibered 302)
' 9A guilt -Up Roofing
;r
RUB '.ROID MOD
`A,sphplt, Asphalt L &
p k
f h P
I 'TileMate Base Sheet
it
Tile;
Cap Sheet
Dimenba@
• 5 gallons
5 gallons ASTM D2824,
Type 1
100 Ib. cartons,
bulk
601b. kegs
39,3r (1 meter)
wide
3917" (1 meter)
wide
Shingle- MateTM 4 sq. roll
!{ VOfelaymeat 30 lbs.
Topcoat') Surflice Seal 5 gallons
SS iris 602 SB
�� t 5 gallons
4 A WeadieiCotm® ga
� � {M ¢ atrtXh15MB
To MB +(Matrix 5 gallons
715 MB Coating)
W therCote�' (Matrix 5 gallons
5311 WealhctCote®
. I i . Ela�oaneric Flashing Mme,
�x Low VOC 5 gallons
Matrix 101 System Pro 5 gallons
SB Adhesive
(Ryberoid®MB) Matrix 5 gallons
20i System Pro SBS
tl' i
F'u hlag
(RoberoMB) M 5 gallons
102 Select SBS
iavo
Test
SD citacat1Qn
PA 100(A)
ASTM D 1929
ASTM D 635
one
ASTM D312,
Types 1, II, III
and IV
AS'TM D4601
ASTM D 3909
Product
Deacriotjpn
One way valve vent used to relieve built-up
pressure within the roof system. GAP Vent
Stacks are available in metal or plastic.
Mineral colloidal bituminous emulsion with
reflective aluminum flakes
Non fibeted aluminum pigmented, asphalt
roof coating
lnterply mopping and surfacing asphalt
SEBS modified asphalt
Asphalt impregnated and coated, fiberglass
base sheet
Asphalt coated, glass fiber mat cap sheet
surfaced with mineral granules.
Fiberglass reinforced shingle underlayment
Surtbce coating for smooth surfaced and
mineral surfaced roofs.
Surface coating for smooth surfaced and
mineral surfaced roofs.
Surface coating for sinooth surfaced and
mineral surfaced roofs.
Surface coating for smooth surfaced and
mineral surfaced roofs.
Surface coating for smooth surface
urfaced and
mineral surfaced root.
ASTM D3019 Cold Applied Modified SEBS Asphalt
Adhesive
ASTM D3019 Cold Applied Modified SEES Asphalt
Adhesive — Flashing Grade.
ASTM D3019 Cold Applied Modified SEES Asphalt
Adhesive.
NOA No: 02-- 0408.09
Expiration Date: U104/03
Approval Date: 05/23/02
Page 5of21
•
•
i i
(Rubetoid®tv18) Matrix
1'2O2 felect SBS Flashing
Matrpc 203 Standard
p1ast}c,Cement
ivintrix 213.0un Grade
flirtle Cement
103 Cold
q¢pe{sivo
Matrix 303 Select
Flbeled Aluminum
Matrix 304 Select Non -
Fibered . •
RURBRDID® Modified
Adhesive
�1
I
fI
ROVED INSULATIONS:
`Product Name
O ,
Composite, E aergyGuard RA
Composite A & N
phn.nsioos
5 gallons
5 gallons
. 5 gallons
$ gallons
5 gallons
5 gallons
5 gallons
(Bhf CA)GAFTBMP® Fiberboard
GArTEMPO Permalite
9A1~'iIEMP GAFCANTrli
,e,F Mp Permalite Recover Board
gAF"(EMP GAFEDGGETM Tapered
I�dg° Strt�
(BMCA) QAFTEMP® High Density High density wood fiberboard insulation.
'F(�.
11 BMCA EnergyOuard, RA
i t
!YR0X'
Witte Line
B CA ite EnergyGuard, RA Polyisocynurate/wood fiberboard
composite
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Test
§ciflatiog
ASTM 04586
ASTM D4586
ASTM D4586
ASTM D3019
ASTM D 2824
ASTM D2824,
Typo 1
ASTM D 3019
Type 111
TABLE 2
Product Description
& Polyisocyanurate foam Insulation
Polyisocyanurate foam insulation with
high density fiberboard or Permalite
perlitc insulation.
Fiberboard insulation.
Perlite insulation board.
Cut periite board
Perlite r000ver board
Tapered periite board
Polyisocynurate foam insulation
Product
Descrii tioq
Cold Applied Modified SEBS Asphalt
Adhesive — Flashing Grade.
Standard Plastic Asphalt Roofing Cement
Standard Plastic Asphalt Roofing Cement
Caulk Grade.
Cold Applied Asphalt Adhesive.
Fibered aluminum coating.
Non- fibered aluminum pigmented, asphalt
roof coating.
Fiber reinforced, rubberized Adhesive
Manufacturer
(With Current NOA)
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
BMCA
BMCA
Apache Products Co:
Apache Products Co.
NOA No 02- 0408.09
Expiration Date: 11/04/03
Approval Date: 05/23/02
Page 6of21
•
..
•
. ;
•
•
•
I
;l
I �: I
APPROVED INSULATIONS:
AC 'opm I, II & Composite
II
i5Q 9 + .
• .j
ISO 9 + Composite
I1
Wool Fiber
Migh r.ko, sity Wood Fiberboard
11
rarlitp Insulation
)?ens Deok
Rp Y -2 & E'NRG'Y -2 PLUS,
Ulp'a�ar'd Cold
I FigerGlass Roof Insulation
I
Ispuctpdek ,
I,Mµlt -Max & FA
P.arof Base Board
Perot C.ap Board-
t.;
OVIED FASTENERS:
it
it
Fatter Product
N9mber Name
' �'
• Product Name
'TABLE 2
Product Description
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Polyisocyanurate/perlite ridged
insulation
Wood fiber insulation board
Wood fiber insulation board
Porlite insulation board
Water resistant gypsum board
Polyisocyanurate foam insulation
Glass fiber/Mineral fiber insulation
Wood fiber insulation board
Polyisocyanurato roof insulation
R,ockwooi insulation
TAB1LL 3
Product
Descriptions
1. GAFTITE® (Dr -Tec®) Insulation fastener for
#12 Standard & #14 Heavy steel, wood & concrete
Duty Roofing Fastener decks.
. ' E OAFTTTE,® (Drill -Tea) Pre - assembled GAF FITE
ASAP Fasteners and metal and
plastic plates.
3. GAPTITES (Drill -Terms) Base sheet fastening
Base Sheet Fastener and assembly.
f i Plate
4. ' Ga1valume Plates (Drill- Round Fplvalume stress
Tec® Metal) plates.
5. ; Polypropylene Plates Round polypropylene
(Drill -Teo® Plastic) stress plates.
6. Delcfast Fasteners #12, #14 Insulation iat
& #1S steel and concrete
decks
3" and 3 '14"
3" and 3 %1"
Manufacturer
(With Current NOA)
Atlas Energy Products
Firestone Building
Products, Inc.
Firestone Building
Products, Inc.
generic
generic
generic
O -P Gypsum Corp.
Johns Manville
Johns Manville
Masonite.
RMax, Inc.
Partek, Inc.
Manufacturer
Dimensions (With Current NOA)
-GAF Materials Corp. .
GAF Materials Corp.
GAF Materials Corp
GAF Materials Corp.
GAF Materials Corp.
Construction Fasteners
Inc.
NOA No: 02- 0408.09
Expiration Date; 11/04/03
Approval Date 05/23/02
Page 7 of 21
i !
ROM FASTENERS:
Dckfsst Lock Plate
#12 Roofgrip Fasteners
10. Metal Plan .
. Gearlok Plastic Plate
12. Glasfast Fastener
13.' I Olympic Fastener #12 &
011
14.1 Olympic Fastener ASAP
15.: Olympic Polypropylene
16.1 Olympic 0-2
1.7. Olympic Standard
8. f Insul Fine Fastener
19. i' Insul -Fitt S Plate
: Instil -Fitt P Plate
1;
Product
Name
Dekfast Hex Platte
Tru -Feat •
Tru -Fast Plates
Tru -Fast Plates
TABLE 3
Product
Description
Oalvalume hex stress
plate.
Polypropylene locking
plate.
Insulation fastener for
wood and steel.
Qalvalume stress plate.
Polypropylene round plate
Insulation fastener
assembly with recossod
plastic plate
Insulation fastener
Pro - assembled Insulation
fastener and plate
Polypropylene plastic
plate
3.5" round galvalume
AZ55 steel plate
3" round galvalume AZ50
steel plate
Insulation fastener for
steel and wood decks
3" round galvalumo AZSO
steel plate
3" round polyethylene
stress plate
Insulation fastener for
steel and wood decks
3" round galvalume AZSS
stool plate
Polyethylene plastic plate
Dimensions
2 7/8" x
3, i."
3" x3t /."
Manufacturer
(With Current NOA)
Construction Fasteners
Inc.
Construction Fasteners
Inc.
ITW Buildex Corp.
3" round ITW Buildex Corp.
3" square
3.2" ITW Build= Corp.
Johns Manville
3.25" round
3.5" round
3" round
3" round
3" round
3" round
3" round
Olympic Manufacturing
Group, Inc.
Olympic Manufacturing
Group, Inc.
Olympic Manufacturing
Group, Inc.
Olympic Manufacturing
Group, Inc.
Olympic Manufacturing
Group, Inc.
SFS/Stadler
SFS /Stadler
SFS/Stadler
The Tru -Fast Corp.
The Tru -Fast Corp.
The Tru -Fast Corp.
NOA No: 014408.09
Expiradoo Date: 11/04/03
Approval Date: 05/23/02
Page 8of21
¶ DENcSUB'flTTEDt
IntAeenev
Ferry Mutual Research •
ap rporation
tory Mutual Research
C rp eation
Factory Mutual Research
Forporation
i Factory Mutual Research
CO: potation
Factory. Mutual Research
Corporation
Dynatoc¢ Engineering
Cfuporapon
Dynatoch Engineering
on
Ptl Asphalt
Technologies, Inc.
PRj Asphalt
Technologies, Ina.
I1Oof
T ofS.Fl.
T 1entlfler ,
FMRC 1996
3.1. 2B8A4.AM
1.1. 3B9Q1,AM
J.I. ODOA8.AM
J.1.OD1A8.AM
3.1. 0Y9Q5.AM
3.I.3X3A2.AM
J.I. 0Y9Q5.AM
#3600.02.954
#4482.02.95 -1
OAF- 012 -02.02
OAF -020 -02.01
02 -005
02 -014
pescriptioq
Current Insulation
Attachment Requirements
Wind Uplift
FMRC 44704 •
Wind Uplift
FMRC 4470 - PA 114
Wind Uplift
FMRC 4470 - PA 114
Wind Uplift
FMRC 4470 - PA 114
Wind Uplift
PA 114
Wind Uplift
PA 114
Physical Properties
ASTM D 4977
TAS 114
TAS 114
01.01.96
07.02.97
01.08.98
07.09.99
0729.94
04.01.98
08.02.94
07.29.94
02.02.95
02.02.95
11.06.01
02.01.02
01.18.02
03.22.02
NOA No: 02-0408.09
Expiration Data 11/04/03
Approval Data: 05/23!02
Page 9of21
General and Systens Llmitadons shall apply.
GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated
Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID
SBS Meat.We1dTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet
mechanically fastened to deck as described below;
teeing Opdooeo GAFGLAS® Ply 40, GAFOLAS Flex PlyTM 6, GAFGLAS #75 Base Sheet or
any of above Base sheets attached to deck with approved annular ring shank
nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two
rows 12" o.c. in the field.
(Maximum Design Pressure -4S pj See General Limitation #7)
GA FGLAS® Ply 40, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or
any of above Base sheets attached to deok with Drill -Tee (GAFI 1TE) 012 or
#14 Screws and 3" Plates, 12" o.o. in 3 rows. One row is in the 2" side lap. The
other rows aro equally spaced approximately 12" o.c. in the field of the sheet.
(Maximum Design Pressure —45 psf, see General Limitation #7)
GAFGLAS Flex PLYTM 6, GAFGLAS #75 Base Sheet or any of above Base
sheets attached to deck with approved annular ring shank nails and tin caps at a
fastener spacing of 9" o.0. at the 4" lap staggered and in two rows 9" o.c. in the
field. (Maximum Design Pressure —S2.3 psf, See General Limitation tl7)
GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with
Drill -Tee (QAF ITE) #12 or 814 Screws and 3" Plates, 12" o.c. in 4 rows. One
row is in the 2" side lap. The other rows are equally spaced approximately 9"
o.o. in the field of the sheet. See General Limitation #7)
(Maximum Design Pressure —80 psf,
Any of above Base sheets attached to deck approved annular ring shank nails
. and 3" inverted Drill -Tec (GAFTITE) insulation plates at a fastener spacing of
9" o.c. at the 4" lap staggered in two rows 9" in the field.
(Maximum Design Pressure —80 psf See General Limitation #7)
GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with
Drlll•Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One
row is in the 2" side lap. The other rows are equally spaced approximately 9"
o.c. in the field of the sheet See General Limlturtion N7) (Marimwn Design Pressure —7S psf
or more plies of GAFGLAS® PLY 4 ®, GAFGLAS® PLY 60 ply sheet,
1180 Ultima, RUBEROID MOP Smooth or RUBEROID 20 adhered in a full
mopping of approved asphalt applied within the EVT range and at a rate of 20-
40 lbs.sq.
(Optional) One ply of OAFGLAS® Mineral Surfaced Cap Sheet adhered in a
full mopping of approved asphalt applied within the EVT range and at a rate of
20-40 lbslsq.
Wood, Non - Insulated New Construction or Reroof
19 or greater plywood or wood plank decks
Base sheet mechanically fastened.
NOA No: 02. 0408.09
Expiration Date: 11 /04/03
Approval Date: 05(23/02
Page 18 of 21
iwciogi '
(Required if no cap sheet is used) Install one of the following:
1. GAF Special Roofing Bitumen with an application rate of 20 lbs. /sq with an
application rate of 1.5 galJsq.; or GAF WEATHER COATS Emulsion
(Matrix 305 Fibered Emulsion) with an application rate of 3 gal./sq.; or GAF
Premium Fibered Aluminum Roof Coating (Matrix System Pro Aluminum
Roof Coating Fibered 301) with an application rate of 1.5 gal. /sq.
2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or
slag with an application rate of 400 lbs. /sq. & 300 lbs.sq., respect y.
3. Top Coat Surface Seal SB (Matrix 602 SE Coating), Top Coat MB Plus
(Matrix 715 MB Coating), OAF WeatherCote or WeatherCote LOWVOC
applied at rate of 1 -1.5 gal/sq.
See Fastening Above
NOA No, 02 0408.09
Expiration Date: 11/04/03
Approval Date: 05/23/02
Page 19 021
**
•
4'
:1,.
ti
•
H
2.
WOOD DECK SYSTEM LIMITATIONS:
4 slip sheet is requited with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or
f anchor sheet. , sum board is acct table to be installed directly over the
"2. Minimum /. Dens Deck or h Typo X gyp
p y
°d deck.
GE I . LIMITATIONS:
!I I classification is not part of this acceptance, refer to a current Approved Roofing Materials
p ity for fire ratings of this product.
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 Ibs./sq., or mechanically
;attached using the fastening pattern of the top layer
All standard panel slzes are acceptable for mechanical attachment. When applied in approved
phalt, panel sine shall'be 4' x 4' maximum.
An overlay and /or recovery board insulation panel is required on all applications over closed cell
foam insulations when the base sheet is fully lly mopped, If no
, 1 recovery board
r used th e �
shall be applied using spot mopping
mopped 8" ribbons in three rows, one at each sidelap and one nn the
ente A 6" sh ee t M owing
a continuous area of ventilation. Encircling of the strips is not ep
pled every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall
be at a minimum rate of 12 lbs. /sq. Notre Spot attached systems shall be limited to a maximum
' 11 design p waters of -45 psf:
, I acin for insulation attachment is based on a Minimum Characteristic Force (F') value of
• S Fastener sp Ii Application Standard d TAS 105. If the fastener value, �
as field-tested, are below 275 IV. insulation attachment shall not be accep table.
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
Florid gf
determined the
Re stared
Building Official, a revised fastener spacing, prepared, signed and sealed by
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.
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 R W not (When this limitation is specifically
referred within thin NOA, Gen eral
8. • All attachment and siting of perimeter milers, metal profile, and/or flashi wind food requirement
s .
shall conform with Roofing Application Standard RAS 111 and applicab
?. The gnaximu m 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 */ will not
be applicable.) END OF THIS ACCEPTANCE
'Id1 **
NOA No; 02. 040109
Expiration Date: 11/04/03
Approval Date: 0543/02
Page 21 of 21
•••
t
• •
,9110 ti'GF*Continmot .
.)- • • . .- •
ea. 4‘. 4 or lipplant is a flaked mai of hot
• •:,•!...-to • " ; . .
• Iseitan 1/2
4401101.49atorkatore lora TYpe Cl, C2 or
;10milmes • One Ott.ipialayirs littimead Tor* iumoth or Polutle).
000 lardillectiMataie0iehargid Mop" (smooth or sr ask)
adapflaa' (pandle) a.
140,1 Olt 1 • 3 PUol
• I;v" • ••, • • Wins 114
:4.4°44 •
.O1411? One QC moo bye* pulite, wood Ram OM
IthiCkati
IONS 10000 One or more Iowa lYpe al, G1 .
.Orm or atom .layera• lAborMt Toork,4innooth or
rlholoisold Swat Ayr (Farads), Ilubroid Mop". (6tarmle) or
kW y •
0141P; We*
• Mato 111
,..Oni Or mare layeaillairlite, plam aim impala:am tire.
peatjAkaaeyanurasa composim perate/inethano camped% pht.
4104/1 in.aata thickm• (Mist at plywood itgars isul•
• ONO Or Mao 16yom orlypo G1 or Q.
1Optiarmili One ar mom larm orlype,G1: • • :
• opts Coe or mom Imes 1 "gatberoid Time iititooth or
'oliaberald Stroh Ma" franalo), "Liberaid Mar (anieth or
ltninuoM Mop Plus" iparnik).
Ampiall NO.. 97, 0/2 • 3
•• f • 1aelink1/2 -
1.a.b� Qilin Ons or nwro Wool al Typs CI, C2 r G.
Meirtituras Coo or more lavas of ltaboroid Torch" (woo* or
liaimmild Tomb fins" Ispornilo3
dockneVpdodh Wag "Na. oe 'ter u 14 p1/63•41
C0610414 IR 1 limialMod" et 3 salt*
. inc liasi 1/2
117 ‘alkei ON or taco loam puha& slam bet 3/4 lo. rah
'Orathenr, patilleiaoryamtrate camPogle, pea el =toe sow
1 In. min. • •• •
40Ptinalk Ow of awl Iv= of VO Gl. GI of G3.
00o tor r ImI altamid 'Rade (smooch or
1 74alaVilaboald Torch Floe (granalel, "labothid tamed% of
t 1/4401144 Mop Mil! (ipanolo •
perirjare:
3t119 ,11.k. Malian 1/2
•
1 1 1"3111
loogisipo 4014460 Ono or atom layors pull^ wood Atom siale
' WA 4.10q4mitrata madame, perl/ieccyamorm =wadi*, pawn/
galthant *ppm* wood ithedimeyamiram comporito, phooU
UT 110611:1 ow mom Woo orType G2 ow Ga. .,
0212114ronolh . Ow or as lore of Type G1 ,
"13i16 of mom lama of "Itsthanael Torch' (smooth or
litho:aid Toni Pr Mop' (smooth ot
ittibmulet Idas . ). , .
• Onir ce maw layers pulita yilawilae4i/At min, logo.
palivilsommorats mromkIto/Wm mar
1.1/2 1n. min. ., •• :.:`, • _,,, • '' - •
Mao& Ow es mare tof »SG01G
1 •Ora. or mare layers nal niibmW Tonle (ainnoti or
lobiorit Zoe* nor fgranala1 Moir (smooth or
nublimid Mop Ile (ysinakth : ,
414 NA &mum &xi Gagne ati4 gal/ sq. ; '.
tOpilawilli urn Or MO byes paths. litom Om 3/4 In.
An. 100Warnitalln troditan‘ peal/110474nm* mirapasim, pulite/
tiriolvoo omposift phoebe. id /2 in. AU
SWAM* Ono or more byes of Vii G2 "GA3GLiti *75 MI Arr.
Mt rooppoil co oiodnifticoUpi balno IR place. •
'Poll VAN Os AM NOS et imp G "COMAS TV ro hot
in OM& - • 4:4
Pbterald hew FT Wantile).
(Optionato Gaillthmi‘Alasainum Coating at 14/2gaiim
God Tiamilion at 1 plioll.
pisj32. . .. liato 1/2
• Indio J •;14
1Priak NO. I'll: • Salis4 or rOLtfOk.
Roofins System (TGFU)-1Confirmed •
. bola** fOptioaalis One or inta hana pot* slam Almo 3/4 in.
atio. larquinrate, =than& psdits/ancystoure ampaim. mad
nrethas compost% phenolic, 14/2 im min.
BUG Shut One or mom Loyola of Typo •cCLi91S Due Snot",
hot mop* or machanically himm4 k plem.
Ply Shut • Orat or m�i s lame of Type GI "GAPGLA6 Ply 4 or
•GAPGIAI) Ply 6' hot mopped In plow.
meribmon llubetoid Ton* 170li" Oiromule).
iiitiadsts (Optioa4 GAP Mend Aluminum Coating at 1412 61
• ot GAP Weather Coat intookion at .11 plisq.
11.. 'Vick C Jading 1/2
lamdathint • leogeourate, 2 min, wood Ono paths or glom liloK
any thicknem„.,4 moppod trwehealcolly fawned In piaan Joints
*bet 6 In. • •
Base Shoe 1S ormom Inyeno of Type Q "CAIGLAS 675 Ineo Sheer,
hot mopped or machaniatily *timid in plico.
Ply 6hoei lOptionalh Ogli or Miro Imes of Type GI "COMAS Pty 4"
or °Ply r hot moppol'in ' •
Munbraas "Rubsrold 'Ruch mpg" (granniel.
Sartadna 40pnorial): GAP Pei d Aluminum Coating at 1.1/2 c,41/4q
• or GAF Woodier Oar lirmilion at 1 pi/sq.
lZQicki C43/$2 Incline 1/2
4Option4 Imaginal**, pule or slam MAK nay Maw
• nun be mopped or mechomically ientoned in plam. hliats age 6 in
Ow Shwa One or more layers of We G2 "GAKIAS 175 Bose Shut".
hot mapped or mechanically &n rd pm
Ply Sham One ar more !ayes of iype GI "WOWS fly s" or lily 6".
hot mopped in plow.
Mombasa "*d Tbreh l70Fir opraulod.
Waning (Optional); CAP Posted AhlialiAlial C� se 14/2 gall .4
ot CAP Weather Coat imolai* al 3 AWN:
13. Dodo NC .• ••••• • f. • ladMe ig
images topo Nocyanarate, wood Moir board. peak Om
Abet any shicimme, hut mopped ot nocktnicaly lanwrond in plom. Joints
Act m.
Um Shah 0111 01 more layers of Type C2 HCAFCLAS 175 km Shier,
hot mapped in plain.
Ply Sheet tOpdonal): One or mom layers el Type Gi "GAFGLAS Ply 1'
or 'arty 6' 'hot mopped in plam
aleadiroas "Ittibleraid To 17R' IgranuM.
flogiacini lOptioale "GAF Fitwood Aluminum Coming" ot 1.1/2
p1/ .q or GAP Walther Coat Emulaion at 3 sal/ni.
14. Palo NC Wins 1/2
• • insulation lOpdonall: lean/maw wood Iher boarrL wine, ilass
Elba any thleknem, hot mapptd or mechanically harmed in plea. Join*
• othet 6 in. •
boo Shoo Ono or mom Wynn of "GAIGLAS 975 5w Sheet". hot
mopped on Me.
Ply Sheet tOptionalh• Ono or mono layme of "GA? CLAS Ply 4" or"Ply
4" hot monad in "
•ierabrumo "Rolbosold Much mar (grata).
(Option GAF Wontiwor Cut inuoltion applied at 3 saIN
it 14/ 2
or
15. Dock C• 132 1/2
Laudation' tOpdosalls MUM, ear pia* isorienurato ;OWN.
perdu/ Wixom:am campmate or phenolic
frhait; One or mom layers Q ot G3 ban slam, hot mopped
or mechanically farienini. ' 4
Ply Shot tOpNeadh Cef IWO Ism Type GI, hoe mopped in
"Ilitheroid Mop Fr or "Rubwold Mop 170 FR". (grenul.).
c,
Inaba= (Oplisaallt Parktk.fibet gins, hocmotate. urethan%
PAM/ thxYanonno compoalin 6r phenolic. Mkt 6 in. how joinm •
lois Shook CV* or mole laws orilops•G4 co Cr) bus shoo, hoi
• mopped or medmnically humid.
rf, Shod Wiplinnain • Ow or atom Won Germ CA, hot mopped in
A P
.. '
Mooinano Ono law of "Itoberoid Todo" or "Roahrioid . Mop"
• • Marahrsam Coe lam of "Libuoid Ihich 172111" or "Ambeatid Mop
(ucoil0 •
IX Dodo NC
Wyss 1 .'" •• ''' r
1.0011410111NIANOMAP.4 ON maw
BUILDING
ELECTRICAL
PLUMBING
ROOFING
MIAMI SHORES VILLAGE. FLORIDA
o PERMIT N? 5005
❑ Work to be performed under this Permit
Owner of ; 1
Building
Architect
Contractor
or Builder
Legal Lot
Description Bl
Address of
Building
CONTRACTOR OR BUILDER
Signed
a
DATE c +� 195
Contractor's
License No.
1
Subdi-
vision
Value of ia
Project $
This permit is grcmted to the contractor or builder named above to construct the building or to install the equipment or device described in the application
herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans
drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any
time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is
granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations
pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work
done by his agents, servants or employees.' f
4
6
I NSPECTOR
r
In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac-
=epting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee.
Amount of --
Permit $
BY AUTHORITY
6
1
4•
BUILDING
ELECTRICAL
PLUMBING
ROOFING
Owner of r�
Building
Architect
Contractor
or Builder
MIAMI SHORES VILLAGE, FLORIDA
❑ DATE 19
❑ PERMIT N? 3 915 Contractor's
License No.
0
❑ Work to be performed under this Permi
Legal Lot
Description
CONTRACTOR OR BUILDER
B1
Subdi-
vision
Address of Value of 1 Amount of
Building % ' Project $ 1 Permit $
This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica-
tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any
plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked
at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this
permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and
regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon-
sibility for work done by his agents, servants or employees.
Signed. INSPECTOR
In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In as
cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee.
BY AUTHORITY
ABBOT PRINT
•
BUILDING
ELECTRICAL
PLUMBING
ROOFING
PERMIT
Owner of
Building � . c
Architect
Contractor
or Builder
Legal Lot
Description
CONTRACTOR OR BUILDER
MIAMI SHORES VILLAGE, FLORIDA
DATE I
it a1
Work to be performed under this Permit
N9 7137
Contractor's .:
License No.
1s
19
le) .y- F ri 7
Subdi-
vision
Address of r"' ,A - F� ?1- Value of kw, z Amount of
/3 '
Building • < < y ; 4 ` Project II Permit $
This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica-
tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any
plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked
at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this
permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and
regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon-
sibility for work done by his agents, servants or employees.
Signed «� " k _ y ,. r / INSPECTOR
In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper, authorities of Miami Shores Village. In ao
cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee.
BY AUTHORITY
111507
Owner's Name and Address A. Gustafson — (CI
Registered Architect and /or Engineer
Name and address of licensed contractor
STATE OF FLORIDA,
COUNTY OF DADE. j ss
Building Inspector
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build-
ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami
Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and
regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during progress of the work.
Date February 5th ,19 57
NoP ° 0. 21 Street Little River Station
Lang `oofing & Tile Co., Inc. P 430 N. W. 79th St., Miami Fla.
Location and legal description of lot to be built on:
Lot Block Subdivision
Street and Number where work is to be done 315 N.E. 98th St., Miami Shores, Fla.
State work to be done and purpose of building (by floors)
and for no other purpose.
New Building Addition Remodeling Addition Repairs No. of Stories
To be constructed of Kind of foundation Roof Covering_3O# felt 2 -15 gravel
Estimated Total cost of improvements $ X 1 25 .00 Amount of Permit $
Zone cubage required plan Cubage
Distance to next nearest building____. Size of Building Lot .
Maximum live load to be borne by each floor
I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may
be sent to
The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer
of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement,
and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him
in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice
or notices as are required by the Act. The undersigned agrees to employ only a such , u _on work. to be performed under this
permit, as are licensed by Miami Shores Village. g ri g & ile o ° , ,
Remarks (Signed) atne
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared
to me well known,
and who, being by me first duly sworn, upon oath deposes and says that he is the
of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts
therein by him stated are true.
Read, Sworn to and Subscribed before me.
Permit No Date '" - y
Disapproved ..... _ _. Date
Notary Public, State of Florida
(Signed)
My Commission Expires
PLANNING BOARD DATE
Chairman Member
Member Member
Member Member
Council Approved Date Disapproved Date
NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from
the Planning Board.
A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty
materials and /or workmanship.
MIAMI SHORES VILLAGE
BUILDING DEPARTMEN
305- 795 -2204
Building Inspection Requ
Date 17 �f I V5 Time
Type Insp'n
Permit No.
Name
Address
Company
Phone #
For InspectorL3 Name & Date
Approved
Correction
Re- Insp'n Fee
/142 o 0A (AO
102 L-1-5
Owner's Name and Address l j \ (Al J�11
Registered Architect andlor Engineer
Name and address of licensed contractor
Location and legal description of lot to be built on:
Lot���� Block 6
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein
described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the
State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether
herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work.
Qpc L c / (7, , 3S a
Subdivision t R12<° 1 / ,9
Street and Number where work is to be done (J
State work to be done and purpose of building (by floors), state exterior colors (submit samples) L 0 i 2 e`;`
r
and for no other purpose.
New Building Remodeling Addition Repairs No. of Stories /
To be constructed of Kind of foundation Roof Covering
SC. �'(Th
Estimated Total cost of improvements c � t ' p��'t� Amount of Permit $
Remarks (Signed)
c
Date » ' 7
19 Si) !
Na Street) . J /t' 1~ .
Zone cubage required Plan Cubage
Distance to next nearest building Size of Building Lot
Maximum live load to be borne by each floor
I hereby submit all plans and specifications for said building. All notices with reference to the building and its construction may be sent to
The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligatons as an employer of Labor under the Florida Workmen's
Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar
compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection
on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed
under this permit, as are licensed by Miami Shores Village.
STATE OF FLORIDA
COUNTY OF DADE. } ss. /�
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared A. L3 .
to me well kncwn.
0
of the above described construction. that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true.
and who, being by me first duly sworn. upon oath deposes and says that he is the
4 �/o6
Permit No.
Disapproved '• t Date
Date /� /c /gq Read, S
ubscr'bed be
Not Pu. Staf.f Florida
(Signed)
Building Inspector My Commission Expires J 9cZ .
PLANNING BOARD DATE
Chairman Member
Member Member
Member Member
Council Approved Date Disapproved Date
NOTE: A charge of $25.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board.
A re- inspection fee of $25.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and/or wor"
M0AMO SH !aRES VILLAGE
BUILDING INSPECTION DEPARTMENT.
APPL CATION F•R BUILDING PERMIT
Application is hereby wade for the approyal of the detailed statement of the plans and specifications herewith submitted for the build -
ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami
Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and
regulations of the building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during progress of the work.
Date.. t 1 30 _ 80
C Smith «Ap _ Street_._ � "�8h1`:
Owner's Name and Address _
R egistered Architect and /or Engineer 1 .... ..1....,r...1.11......._ ,,..<,it
Name and address of licensed contractor OberfowL Roo v ; .. Co. 2357 N r ,l ✓�,_m etc .
Location and legal description of lot to be built on:
Lot Block Subdivision
Street and Number where work is to be done 3/5 No L. 986t St
State wo )C t be don and purpose of building (by floors) ve f{te iteu/t �Jtave�itvv unr w< rt 4 i�
cap
and for no other purpose.
New Building Remodeling Addition Repairs X '' No. of Stories
To be constructed of Kind of foundation Roof Covering 4 11.17 A
so
Estimated Total cost of improvements $ 800 00 Amount of Permit $L 15° 00
Zone cubage required .Plan Cubage
Distance to next nearest building Size of Building Lot
Maximum live load to be borne by each floor
I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may
be sent to
The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer
of labor under the 'Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement,
and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors em toyed by him
in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the w. k • s public notice
or notices as are required by the Act. The undersigned agrees to employ only s uch subcontractors, on work ` ' ed under this
permit, as are licensed by Miami Shores Village.
Remarks (Sighed).... ',•%:'
./�
STATE OF FLORIDA,
COUNTY OF I)ADE. Ss.
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared
and who, being by me first duly sworn, upon oath deposes and says that he is the.
of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts
therein by him stated e true .
Permit No. ._... * f/ Date 45 ).1 L/ Read, Sworn to and Subscribed before me.
Disapproved t Date
(Signed)
Notary Public, State of Florida
Building Inspector My Commission Expires
to me well known,
PLANNING BOARD DATE
Chairman Member
Member _ Member
Member ...... Member
Council Approved Date Disapproved Date
NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from
the Planning Board.
A re-inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty
materials and /or workmanship.
BUILDING INSPECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build-
ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami
Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and
regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during progress of the work.
Date March 18, ,1963
Owner's Name and Address.. E. L. Clinch
No 315 N a E, 98 Street
Registered Architect and /or Engineer
Name and address of licensed contractor J Oh I C
Location and legal description of lot to be built on: • ..300
Lot Block Su
Street and Number where work is to be done 315-_-1.
State work to be done and purpose of building (by floors)
take up two solar heaters; tin
lay back red cement tile. Re -u
MIAMI SHORES VILLAGE
Andrews Roofing &Tile Co,
Ea llth Avenue, Hialeah
New Building Remodeling Addition
To be constructed of Kind of foundation
Estimated Total cost of improvements $ 200 c 00
bdivision
-._E-. 98- .Sti e_at
Repair roof above garage (front only);
cap 30 #; mop 90 #; Replace one solar heater;
se copper drip.
and for no other purpose.
Repairs X No. of Stories 1
Roof Covering T 1. 1 e
5.00
Amount of Permit $
Zone cubage required -Plan Cubage
Distance to next nearest building Size of Building Lot
Maximum live load to be borne by each floor
I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may
be sent to
The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer
of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement,
and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him
in the work to be performed under this permit; and will post or cause to be posted for insp ction on the site of the ,rk such public notice
or notices as are required by the Act. The undersigned agrees to employ only such subco> ractor on worlyto b; perfor d under this
permit, as are licensed by Miami Shores Village.
Remarks (Signed)
STATE OF FLORIDA,
COUNTY OF DADE. ss.
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared
to me well known,
and who, being by me first duly sworn, upon oath deposes and says that he is the.
of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts
therein by him stated are true.
Permit No Date Read, Sworn to and Subscribed before me.
Disapproved Date
(Signed)
Building Inspector My Commission Expires
Notary Public, State of Florida
PLANNING BOARD DATE
Chairman Member
Member Member
Member ._ .. Member
Council Approved Date Disapproved Date
NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from
the Planning Board.
A re-inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty
materials and/or workmanship.
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
AP - 'LIGATION FOR BUILDING PERMIT
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build-
ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami
Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and
regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during progress of the work.
Owner's Name and Address.Te_reSa I4 Kadd les
Registered Architect and /or Engineer Arch___ in _._ charge - Walter Baggensen
Name and address of licensed contractor Brady Roofing _ &Sheet Metal, 2955 N.W. 73rd St.,
Location and legal description of lot to be built on:
Lot Block Subdivision
Street and Number where work is to be done 315__ 11.E._.98th Street
State work to be done and purpose of building (by floors)_ Reroofing_ } __re tov ._existtthg tile roof and replace
._.with 30... 1b .__felt..and__.9Q__ and white cement flat tile.
and for no other purpose.
Addition Repairs No. of Stories
Roof covering_white cemtnt the
Amount of Permit $.5•
Zone cubage required plan Cubage
Distance to next nearest building. Size of Building Lot
Maximum live load to be borne by each floor
I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may
be sent to
The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer
of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement.
and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him
in the work to be performed ender this permit; and will post or cause to be posted for i • ection on the site of the work such pblic notice
or notices as are required by the Act. The undersigned agrees to employ only such su' tracts s on . k to be perfo ed under this
permit, as are licensed by Miami Shores Village.
Remarks (Signed)
New Building Remodeling
To be constructed of Kind of foundation
Estimated Total cost of improvements $.. 900.e.00
STATE OF FLORIDA,
COUNTY OF DADE. ss.
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared
and who, being by me first duly sworn, upon oath deposes and says that he is the
of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts
therein by him stated are true.
' Permit No Date ic .-e25 Read, Sworn to and Subscribed before me.
Disapproved _ _ Date
(Signed)
Building Inspector - ' Commission Expires
Notary Public, State of Florida
PLAN►! G BOARD DATE
Chainnan
Member
Member
Date AUgUst 28 , 19
No. 3 Street N.E. 98th
Miami
to me well known,
Member
Member
Member
Council Approved Date Disapproved Date
NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from
the Planning Board.
A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty
materials and /or workmanship.
Lot
STATE OF FLORIDA,
COUNTY OF DADE. ss.
MAflII SHORE
APPLIC
r
ViLLAGE
BUILDING INSPECTION DEPARTMENT
TORN FOR zUILDING PERMIT
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build-
ing o, other stru ture herein described. This application is made in compliance and conformity with the Building Ordinance of Miami
Shores F orida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and
regulations of the Building Division of Miam Shores Village sh. 11 be conplied with whether her in specified cr not. A copy of approv- d
plans and specifications must be kept at bililding during progress of the work.
Date , 19
Owner s Name and Address . R. Radd if! No._ _315_ 11.E *Street__ _ 98th_ S_treet.
Registered Architect and/or Engineer
Name and address of licensed contractor _Ita.dy Roofing_ec Sheet Metal - 2955 Die W073rd_ Street. .
Location and legal description of lot to be built on:
Block Subdivision
Street and Number where work is to be done 315 1\10 E. 98th Street
State work to be done and purpose of building ( by floors) iieroofinggravel___roof_in rear.
and for no other purpose.
New Building Remodeling Addition Repairs No. of Stories
To be constructed of Kind of foundation Roof Covering 4-p2ar itatup & gravel
Estimated Total cost of improvements $ 200 0 00 Amount of Permit $ 5.00
Zone cubage required _Plan Cubage
Distance to next nearest building Size of Building Lot
Maximum live load to be borne by each floor._
I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may
be sent to
The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer
of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws • Florida, Permanent Supplement,
and has complied with the provisions thereof, and will require similar compliance from all contractor • r sub- . tractors employed by
in the work to be performed under this permit; and will post or cause to be posted for ins -ction on site • e work such publiilte
or notices as are required by the Act. The undersigned agrees to employ only such su • tractors, or be performed u . is
permit, as are licensed by Miami Shores Village.
./
/
Remarks__ ( Signed)
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared
_ .
and who, being by me first duly SWOTII, upon oath deposes and says that he is the
of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts
therein by him stated are true.
Permit No. ___ 3:7 Date "" CP Read, Sworn to and Subscribed before me.
to me well known,
Disapproved _
411( D
4 ,
Building Insptor My Commission Expires
ANNING BOARD DATE
Notary Public, State of Florida
Chairman _ _ Member __
Member Member
Member Member
Council Approved _ DaLe Disapproved Date
NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from
the Planning Board.
A re-impection fee of $1.00 will be charged when such re-inspection is made necessary by improper notice for inspection or faulty
materials and/or workmanship.