RF07-301Issue Date: 2/26/2007
Owner's Name: AMELITA LATOJA
Permit Type: Roof
Work Classification: Roof - New
Job Address: 1110 101 Street NE
Contractor(s)
DALEY ROOFING INC
Phone
(305)754 -9892
Primary Contractor
Yes
Additional Information
Miami Shores Village, FL 33138-
Miami Shores Village
10050 N.E. 2nd Avenue
Miami Shores, FL 33138 -0000
Phone: (305)795 -2204 Fax: (305)756 -8972
Permit
Expires: 08/25/2007
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 accepting this permit I
assume responsibility for all work done by either myself, my agent, servants, or
employes. I understand that separate permits are required for ELECTRICAL,
PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING
POOL work.
OWNERS 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. Futhermore, I authorize the above -named contractor to do the work
stated.
Building Department File Copy
Applicant Signature
Parcel #:
Block:
Section:
Permit Status: APPROVED
Permit Number: RF -2 -07 -301
Phone:
1132050340010
Lot:
PB:
Total Square Feet: 260
Total Valuation: $ 3,000.00
Re. uired Ins s ections
Tin Cap
Hot Mop
Tile In Progress
Up Lift Report
Final Roof
Fees Due
CCF
Education Surcharge
Permit Fee - New Roof
Scanning Fee
Technology Fee
Total:
Amount
$1.80
$0.60
$250.00
$3.00
$6.25
$261.65
Invoice Number
RF -2 -07 -27635
Total:
Amt Due
$261.65
28P`[
Amt Paid
NOTICE: In addition to the requirements of this permit, there may be
additional restrictions applicable to this property that may be found in the
public records of this county.
AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER
GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT
DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES.
RE ROOF FLAT AREA AND REPAIR LEAK ON TILE
ROOF 20 TILES
-,rn'_) F; 6 ?
#
Passed
Inspector Comments
Failed
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled
re- inspection fee is paid .
until
Inspection Date: 03/06/2007
Inspector: Grande, Claudio
Owner: LATOJA, AMELITA
Job Address: 1110 101 Street NE
Project: <NONE>
Miami Shores Village, FL 33138-
Contractor: DALEY ROOFING INC
Building Department Comments
Monday, March 5, 2007
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Block:
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Roof - New
Phone Number
Parcel Number 1132050340010
Lot:
Phone: (305)754 -9892
Page 1 of 2
RE ROOF FLAT AREA AND REPAIR LEAK ON TILE
ROOF 20 TILES
Infractio Passed Comments
TIN CAP SPACEING False
Passed �.
Inspector Comments
® -o z -®7
Failed
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled
re- inspection fee is paid.
until
'Inspection Number: INSP- 40514
Permit Number: RF -2-07 -301
Inspection Date: 03/02/2007
Inspector: Rodriguez, Jorge
Owner: LATOJA, AMELITA
Job Address: 1110 101 Street NE
Project: <NONE>
Miami Shores Village, FL 33138-
Contractor: DALEY ROOFING INC
Building Department Comments
Thursday, March 1, 2007
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Block:
Permit Type: Roof
Inspection Type: Tin Cap
Work Classification: Roof - New
Phone Number
Parcel Number 1132050340010
Lot:
Phone: (305)754 -9892
Page 1 of 2
Permit Number: RF -2 -07 -301
Invoice Number: RF -2 -07 -27635
Applicant: AMELITA LATOJA
Company Name:
Owner Address:
1110 NE 101 ST
MIAMI SHORES, FL 33138.
Job Address:
1110 101 Street NE
Miami Shores Village, FL 33138-
Date
Wednesday, February 28, 2007
02/28/2007 Check
Receipt
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000
Phone: (305)795 -2204 Fax: (305)756 -8972
Payment Type Check Number
6722
Amount
$261.65
Change
$0.00
Total Payment: $261.65
Page 1 of 1
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
,
BUILDING
PERMIT APPLICATION'
....��
FBC 2004 B Y: __.�, _Q!�� ....
77 r7 77 tup
Permit No.
Master Permit No.
Permit Type (circle): Building Electrical Plumbing Mechanical
Owner's Name (Fee Simple Titleholder) AM, t-Z, Z 7 l # TpJ
Owner's Address 1 M G {\,F ( C i S T
City M t fpm ( ,.s R (L S State V
Tenant/Lessee Name
Job Address (where the work is being done) } C lam, tO Si
City Miami Shores Village
FOLIO / PARCEL #
Is Building Historically Designated YES NO IV
Contractor's Company Name ��'; ty i C_
Contractor's Address 13g _ W 0 b1 . S'T
Cit ilk (tt4t..i State
Qualifier Name ` ! t L ,1 1
Architect/Engineer's Name (if applicable)
Value of Work For this Permit $ Sv
Type of Work: ❑Addition ❑Alteration ❑New
Describe Work: 4) (LCC f- fAit-kn
4) iu i li I a- L fY LL o, 71 i it ii-cc ,E (
Phone #' ' 7S /
Zip 3 3 13 g
Phone #
County Miami -Dade Zip 33 1 3S'
State Certificate or Registration No. Certificate of Competency No.
Phone #
Square / Linear Footage Of Work:
Repair/Replace
)(U LUI �J -
7"74(r
10% 5
2O
Roofing
1/ /& O
Phone # 30Z - 191 ` `I a-
zip
Phone #
❑ Demolition
******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** F * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
On
Submittal Fee $ Permit Fee $ 2 �...,_ CCF $ CO /CC
Notary $ Training/Education Fee $ Technology Fee $
Scanning $ Radon $ DPBR $ Zoning $
Bond $ Code Enforcement $ Double Fee $
Structural Review. $ Total Fee Now Due $ 2(0 t • 65 -i 4 'AID
See Reverse side —÷
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable) ,O
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 $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged
Signature f r • ,V�=�
Owner or Agent
The foregoing instrument was acknowledged before me this I
/ t �
day of b• , 20 t , by lifa L JO,
who is personally known to me or who has roduc d 1
As identification and who did take an oath.
NOTARY PU
Sign:
Print:
tAt
M Co �� : on E Tre
* * * * * * * * * * * * * * **
APPLICATION APPROVED BY:
(Revised 02/08/06)
"3(z .1
. -1.„6"
Contractor II ,^,
The foregoing instrument was acknowledged before me this 2 (/
day of r , 20 01; by OW 1. k...1
who is personally known to me or who has produced T
as identification and who did take an oath.
Signature
NOTARY P ' : 14IC:
r r,u '.,
Sign:
Print:
My Commission Expires:
**************************************: F******************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Plans Examiner
Engineer
Zoning
trr-*Cl
a Li
- - -- ` - SECTIQN 1,524 . . 1
HIGH VE �•J 1TY1iURRICANE ZONES REQ I Efl •
N£ NOTIFICATION F I FINQ
CONSIRE A ?IONS.
: :
• ••• ••• • . • 7-- ^� 17
1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provi Ow nl v +
required roofing permit, and to explain to the owner the cQpteptpf this gecticp..Thv.provSone df;f \ /
a 15
the Florida Building Code, Building govem the minimum? ceqtzign4nt$ 8n4 57and4rds of the✓ irdufiy'for roofiti
system installations. Additionally, the following items shoul2 bp 4dQre$si3tl oflhe agreement between the
owner and the contractor. The owner's initial in the adjacerf bcrx itldic'atel tttattflt3 itta n has been explained.
1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone)
ar for the purpose of providing that the roofing system meets the wind resistance and water intrusion
performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship
provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should
be addressed as part of the agreement between the owner and the contractor.
2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed
in e$cordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building
Code. (The roof deck is usually concealed prior to removing the existing roof system).
3. Common Roofs: Common roofs are those which have no visible delineation between neighboring
units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and /or owner
should notify the occupants of adjacent units of roofing work to be performed.
_4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be
viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail
penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the
option of maintaining this appearance.
tg/" 5. Ponding Water: The current roof system and /or deck of the building may not drain well and may
cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural
distress and may require the review of a professional structural engineer. Ponding may shorten the life
expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original
roofing system is removed. Ponding conditions should be corrected.
_6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not
ov�'iloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if
overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance
with the Florida Building Code, Plumbing.
Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of
the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be
beneficial to consider additional venting which can result in extending the service life of the roof.
t. 144 02 1 1
Owner's /Agent's Signature Date Contractor's Signature
1/10 ti- /ors (O1 - 9 2o /
Property Address Permit Number
Rev: 1 /20/2005, Computer Services, Building Department
• • ..
• ......
• • . • •••.•
•
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•
•
p
BLDG DEPT l i —
STATa AND GcOUNAN EUU:) AND n :i0tiI_Z .DX
1
High Velocity Hurricane Zone Uniform Roo#'ing permit Application Form
MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION
Master Permit No.
Contractor's Name: .
Roof Type
❑ New Roof ❑ Re- Roofing ❑ Recovering
• • 000 • • • 000
•. •• • • • •• •• •
• • • • • • • • • • •
T Z
1 t•t 2 _ t
• • • •••
• • • • • • • • • • •
Section A (Gerietal lofofmatrori) : ' : : :
••• • •• •••
• Pr•w ns Not • • • • •
Jbbfldjes.• • • • •• ••
.• • • • • • .•• ••
Roof Category
J Low Slope ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile
❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes
❑ Prescriptive BUR -RAS 150 ❑ Other.
Page 2
tde
Repair ❑ Maintenance
1
Are there Gas Vent Stacks located on the roof? ❑ Yes VI No If yes, what type? ❑ Natural ❑ LPGX
Roof System Information
Low slope roof area (ft. O Steep Sloped area (ft. 2o Total (ft. 29
Section B (Roof Plan)
Page 1 of 1
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions
of sections and levels, dearly identify dimensions of elevated pressure zones and location of parapets.
Perimeter Width (a'): Corner She (a' x a'):
http: / /www.miamidade.gov/ building /roofingpermiting/permit app_section a.HTML 2/19/2007
Roof System Manufacturer.
1
NOA No: 0,16 System Type: rjkcy
Wind Uplift Pressures, From RAS 128 or Sealed Calculations:
(P1) Field: 5 2 psf (P2) Perimeters: 17, 3 psf
(P3) Comers: /3/, 7 psf
Maximum Design Pressure, From the Specific
NOA System: ." /6 psf
Deck type: 5/8" Plywood
• These decks require a fastener pull test by
an approved test laboratory
Other Deck Type:
Deck Support Spacing:
Slope: O :12
Fire or Vapor Barrier.
Ancho: ase Sheet & No. of Ply(s):
Anchor/8 e Sheet Fastener/Bonding Material:
Insulation Bas yer Size & Thickness:
Insulation Base Lay- Fastener/Bonding Material:
Insulation Top Layer Size ; Thickness:
Insulation Top Layer Fastener. i ding Material:
Wood Nailer.
Wood Nailer Fastener Type and Spacing:
.... • • • .•.
• .. • • •••••• •
• • • • • • • • • • • •
•
• • • • ••• •
Surfacing:
Field:
Fastener Type :
N/A
Alternate Fastener:
•
• .... .. • ....
High Velocity Hurricane Zone Uniform Roofing Permit Application Form
MIAMI -DADE COUNTY BUILDING DEPMTLIIIENT LECTRONWC erLICATION
- - - • - - - - - - •
• • • • • • • • •
• • • • • • • • •
Section C (Low Sloped 1toof §ystem)
Fill in the specific roof assembly components. if a component is not required, insert not applicable (N /A)
in the t'bOx: • • • • • • • •
• • • •
•
•• • • • • • ••• ••
Base Sheet(s) & No. of PIy(s):
4 i / ®L Y
Baseheet Fastener/Bonding Material:
/5 H'in C , //' Zt
Ply Sheet(s) &N // o. of PIy(s):
/US
Ply Sheet Fastener /Bonding Material:
, iF
Top Ply:
UD/ /ice Gf %'A-
Top Ply Fastening/Bonding Material:
Single Ply membrane:
/v //
Single Ply Sheet width: 1/2 sheet width:
No. of Single Ply 1/2 sheets:
Single Ply Membrane Fastening/Bonding Material:
Drip /GS Edge Metal Size & Gauge or weight: 3 ) 3, 21.0 (7 I
Drip /GS Material Type: % jfkL(/.
Drip /GS Hook Strip /Cleat Metal gauge or weight: N/A
Parapet Coping Metal Size & Gauge or weight: N/A
Coping Material Type: N/A
Parapet Hook Strip/Cleat Metal gauge or weight: N/A
FASTENER SPACING FOR BASESHEET ATTACHMENT
1. Field: " o/c @ laps &
2. Perimeter: 6 " o/c @ laps & 9
3. Comers: G " o/c @ laps & Y /
rows @
rows @
rows @
NUMBER OF FASTENERS PER INSULATION BOARD
Perimeter. Comer:
Page 1 of 2
http: / /www.miamidade.gov/ blinding /roofingj,ermiting/section c 4 %202.htm 2/19/2007
■
Page 3a
• • ••• • • • •••
• • • • • • • • • •
• .. • • • • • • •
• ••••••• ....
High Velocity Hurricane Zone Uniform Roofing Permit Application Form
MIAMI -DADE COUNTY BUILDING DEPARTMENT cLEcTRONLC 9Q'LICATION
• • • • • . •
... ..
Illustrate Components Noted and Details as Applicable: •
Woodblocking, Gutter, Edge Terminations /Stripping /Flashing, Continuous Cleat, Cant Strip, Base
Flashing,Counterflashing, Coping, Etc.
Indicate: Mean Roof Height, Parapet Height, Height of Basil FtasIfing Cbr Material, Material
Thickness, Fastener Type, Fastener Spacing
Or: Submit Manufacturers Details that Comply with RAS -111 and Chapter 16.
.. • • • .. ••• ..
• • • •
•
...
.. •
• •
Fare:let WA e ' t
/ 4
Glean Rod Heigat �� Ft.
Page 1 of 1
http: / /www.miamidade.gov/ building /roofingj,ermiting/section c_4 2.html 2/19/2007
MIA M I DARE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
GAF Material Corporation
1361 Alps Road
Wayne, NJ 07470
•
• •
• •
• •
• •
•
• •
•• .•
• • •
• •
• : •
• •
•
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•
. '
•••
• • • •. •• •
• • • • • • •
• ••• • • •
• • • • • •
••• • • • • .. •
MIAMI-DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
• • • •148 WEST FLACGLER STREET, SUITE 1603
• • • • • • • • • • : MIAMI, FLORIDA 33130 -1563
• • • • (305) 375 -2901 FAX (305) 375 -2908
•• • • • ••
•
• •
••• ••
• •
•
•
•• • • • •••••••
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product
Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having
Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: GAF Ruberoid® Modified Bitumen Roof System for Wood Decks.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA #02-0408.10 and consists of pages 1 through 31.
The submitted documentation was reviewed by Frank Zuloaga, RRC.
NOA No: 03- 0501.02
Expiration Date: 11/06/08
Approval Date:10/23 /03
Page 1 of 32
Membrane Type: APP /SBS Heat Weld
• • ••• • • • •••
• • • • • • • • • • • • • •
• • • • • • • • • • • • • •
•
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• • • • • • • • • • • •
•
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• • • ••
• ••• ..•. •• •
Deck Type 1: Wood, Non - insulated • • •• • • • • • • ; ; • • • •.. • • • •. •..
• ••• ••• • • •
Deck Description: 19/ or greater plywood or wood plank decks
•• • • •• ••• ••
System Type E (1): Base sheet mechanically fastened. • • •
• • •
All General and System Limitations shall apply. .. • • ••• • • •
Base sheet: GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated
Nailable, RUBEROID Modified Base Sheet, RUBEROID MOP Smooth,
RUBEROID® 20, RUBEROID SBS Heat- We1dim Smooth or RUBEROID SBS
Heat -Weld 25 base sheet mechanically fastened to deck as described below;
Fastening Options: GAFGLAS® Ply 4 ®, GAFGLAS Flex PIyT"' 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 —45 psf, See General limitation #7)
GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or
any of above Base sheets attached to deck with Drill-Tec (GAFITTE) #12 or #14
Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The
other rows are equally spaced approximately 12" o.c. in the field of the sheet.
(Maximum Design Pressure -45 psf, See General Limitation #7)
GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets
attached to deck with approved annular ring shank nails and tin caps at a fastener
spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field.
(Maximum Design Pressure —52.5 psf, See General Limitation #7)
GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with
Drill -Tec (GAI.TII'L) #12 or #14 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.c. in the field of the sheet.
(Maximum Design Pressure —60 p , See General Limitation #7)
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 —60 psf, See General Limitation #7)
GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with
Drill -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.
(Maximum Design Pressure --75 psf, See General limitation #7)
Ply Sheet: (Optional except over RUBEROID Modified Base Sheet, RUBEROID MOP
Smooth, RUBEROID® 20, RUBEROID SBS Heat- We1dTM Smooth or
RUBEROID SBS Heat -Weld) One or more plies GAFGLAS PLY 4 ®,
GAFGLAS® PLY 6® Ply or GAFGLAS Flex Ply 6 sheet adhered in a full
mopping of approved asphalt applied within the EVT range and at a rate of 2040
lbs. /sq. or Ruberoid Torch Smooth torch applied according to manufacturer's
application instructions.
NOA No: 03-0501.02
Expiration Date: 11/06/08
Approval Date:10/23/03
Page 28 of 32
Membrane:
•
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• • • • • • • • • • • • • •
• • • • • • • • • • • • •
•
•
• • • • • ••• • • • • •
• • • • • • • • •
•
• 1 • • • • ...
One ply of Ruberoid® Torch Smooth, Ruberoid® Torch Granule, Ruberoid®
Torch Plus Granule or Ruberoid® Torch FR torch applied : c .ording to
manufacturer's application ipsjructipn §. • • • • • • •
Or • • • • • • • • •
.
••• • • • •• • • •
One or more plies of RUBE1 Ol15 ? SBS'Abat- We1diwPLIIS, RUBEROID®
SBS Heat- WeldTm PLUS FR, RUBEROID® SBS Heat- WeIdTM 170 FR,
RUBEROID® SBS Heat- We1r+, 4143RplpOii SpS 1teat- We1dmi Smooth,
RUBEROID® U1traCladrm SBS,artf gustRaiDe SBS i' eat- We1drm 25 applied
according to manufacturer's applicalian mstruttibn$.. • • ••
Surfacing: (Optional) Install one of the following:
1. Gravel or slag applied at 400 lb. /sq. and 3001b. /sq. respectively in a flood coat
of approved asphalt at 60 lb./sq.
2. GAF Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. or GAF
WeatherCoat Emulsion at 3 galJsq. (Torch Smooth applications only)
3. GAF Weathercote® MB- E(Matrix 715 MB Coating), Applied at 1 to 1.5
gal. /sq.
4. Top Coat® Surface Seal SB(Matrix 602 SB Coating), Applied at 1 to 1.5
galJsq.
Maximum Design
Pressure: See Fastening Above
NOA No: 03-0501.02
Expiration Date: 11/06/08
Approval Date:10/23/03
Page 29 of 32
• • • • •••
• • •• •• •
• • • • • •
•.• • • •
• • • • •
• • • • • •••
WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet is required with Ply 4 and Flex Pit 6.when used ac a.. mechanic/Ul fastened base or
. . . . . . . .
anchor sheet. • • • • • • • • • • • • •
2. Minimum 1 /a" Dens Deck or 1 /2 Type X gypsum lfoaxtNN acceptable to be u istatted directly over the
wood deck
GENERAL LIMITATIONS:
• • •
•
• . ••
• • •
• •
• • •
•• • • • •• ••• ••
• •
• •
1. Fire classification is not part of this acceptanck' refer'to 'i cdrrdnt'A1iptoved Roofing Materials
Directory for fire ratings of this product.
2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with
Product Control Approval guidelines. All other layers shall be adhered in a full mopping of
approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq., or mechanically
attached using the fastening pattern of the top layer
3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved
asphalt, panel size shall be 4' x 4' maximum.
4. An overlay and/or recovery board insulation panel is required on all applications over closed cell
foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet
shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip
mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing
a continuous area of. ventilation. Encircling of the strips is not acceptable. A 6" break shall be
placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall
be at a minimum rate of 12 lbs.sq. Note: Spot attached systems shall be limited to a maximum
design pressure of -45 psf.
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of
275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value,
as field- tested, are below 275 lbf. insulation attachment shall not be acceptable.
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based
on a minimum fastener resistance value in conjunction with the maximum design value listed within
a specific system. Should the fastener resistance be less than that required, as determined by the
Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered
Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing
shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and
calculations in compliance with Roofing Application Standard RAS 117.
7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these
areas. Fastener densities shall be increased for both insulation and base sheet as calculated in
compliance with Roofing Application Standard RAS 117. (When this limitation is specifically
referred within this NOA, General Limitation #9 will not be applicable.)
8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs
shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements.
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e.
field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for
enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners).
(When this limitation is specifically referred within this NOA, General Limitation #7 will not
be applicable.)
10. All products listed herein shall have a quality assurance audit in accordance with the Florida
Building Code and Rule 9B -72 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
NOA No: 03-0501.02
Expiration Date: 11/06/08
Approval Date:10/23/03
Page 32 of 32
t)7:. o3 / 02 WED 14:52 FAX 9
�!, Underwriters Labo .. 3;3
® • ... ... • • Lizard States Canary code (r
(
P•x'\o 047) ¶09439s
• • • • • • • • • • ttplheww.ulcam
June 20, 2002
Mr Michael J.Gada
GAF Materials Corporation
1 361 Alps Road
Wayne, NJ 07470 -3689
Douglas C Miller
Errneering Group 1.eader
Fire Protection Division
CpbrIIVC:E2R §ER,V IC1 S • •
•• •• • • • •• •• •
• • • • • • • • • •
• • IF ••• • • •
• • • • • • • •
• • ••• • • • • •••
•
If any questions arise on the above, please contact the writer.
Very truly yours,
• • • •
•• •
•
•• • • • • • ••• ••
Our Reference: R1106
Dear Mr. Gada:
This is in response to our conversation on June 20, 2002.
As discussed, the following n u r: Q,y Y; ' em meet!: Ciw -s A cr ;teria per
ANSI/LT.790 based on existing fire test data
Deck. C- 15/32 Incline 1/2
Insulation (Optional): One or more layers perlite, glass fiber,
isocyamrrate, pe lite/isocyanurate composite, perlite/urethane composite,
:wood fibertrsocyanurate composite, any combination, any thickness.
Base Sheet- One or more layers Type Cs2, Ruberoid 20 or Ruberoid SAS Heat
Weld Smooth.
Ply Sheet. (Optional). One or more layers Type G1 or G2
Membrane- "Ruberoid SAS Heat Weld 170 FR ", "Ruberoid SRS Heat Weld FR" or
"Ruberoid SRS Heat Weld Plus"
r
A lot-for prtllt om.1lnnor
dedicated to ou he safety ♦n:
=twitted fitted to quiet/ SP-Mc'
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Date 7- / - ? Address ///4 t/4 f 5 Tax Folio 11 3 C& Gam (*%
Legal Descriptions 4 2 444
Lessee / Tenant l' ` Master Permit #,g2 V
Owner's Address ` / /6 /`l C / U / S '7 Phone 75r° 3 g.-
Contracting Co. c,i c , �� l Address 1463 NE lag STREET
Qualifier . 1Arne - Ls th11Ca ss# - Phone N )
State #C CO1313iunicipal # Competency # Ins.Co.
Architect /Engineer Address
Bonding Company Address
Mortgagor 44)?k e
Permit Type(circle one) BUILDING
WORK DESCRIPTION2 Ii c
Square Ft.
[ r • r . y ..
Pr i ty... st mp name o .nary - tibli
Personally known R Produced I.D.O
Type and number of I.D produced:
** *
APPROVED:
-
WARNING TO OWNER: YOU MtJST RECORD A NOTICE OF COMMENCEMENT. AND YOUR FAILURE TO DO
SO 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).
Application is hereby made to obtain a permit to do work and installation as indicated above, and
on the attached addendum (if applicable). I 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, SIGNS, POOLS, ROOFING and MECHANICAL WORK.
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. Furthermore, I
authoriz-,th above -named contractor to do the work stated.
Signature of owner and /or C .�• -- President Sign4t
Date: '1- tL Cl . Date:`
Condo President
1a,19
* *
Address
LUMBING MECHANICAL OOFI G PAVING FENCE SIGN
Estimated Cost(value) 7-0 - 2n).
re of Contractor or Owner- Builder
Notary as to Contractor or Omer-Builder
My Commi _ _ ion Expires: Wary Public. State of rIortda
My Commission Expires May 2U4 1994
Bonded thru WIC)tARD 'nr. Agency
* * * * * * * * * **
DID rake an oath, or
V4IPAY4g0MTTo :r2>5 RADON 4 C . C . F P. ) t 0JZ1 NOTARY TOTAL DUE .
Other 1,_b
Fire
Zoning Building Irt /X/ Electrical
Mechanical Plumbing Engineering
PLANNING BOARD AGENDA OF.TJLy / ITEM NO. 2
Name of Owner /Apps i cant4 1 //Ih /Phone No. ,.t-t jr
Address of Property, and /or Legal Description / / //D 4/I /Q /.57.
Nature of Request AW2O1/, e9 J00T s9,
Present Zoning /Z — ;20
Area of Present Building a5W12 4
dF
Area i-tb Proposed Addition gz9 (33D 0,400V20)
Parking Spaces Provided
Parking Spaces Required with Addition
Setbacks as per Code /Q 'S /QE
Setbacks Provided /O' S'/DE
VariancesAMMWOWZoning Change
Council Action Required
Date of Applicant Notification
Council Action
ddtiami Jhores9illage
F L O R I O A
A/O
Planning Board Action 4 0 - /J9 i
Director of Building and Zoning
COMMUNITY NO.
PANEL NO.
SUFFIX
DATE OF1 IRM
FIRM ZONE
BASE FLOOD ELEV.
/25098
0093
f "
//- 0.1- 87
if -e
e. 0'
STREET
•
%1neo0:w,a SW.67
,:.o, lel Is
LEGAL DESCRIPTION:
LOCATOR INDEX BENCHMARK NO.
3250 NE B -26
LEGEND OF
C.B.S.
C.L.F.
CONC.
A/C
0/H
4D0 a
THIS IS .A BOUNDARY SURVEY
ABBREVIATIONS:
2704
SOURCE OF ELEVATION PROVIDED BY DADE COUNTY SURVEY DEPARTMENT,
RELATIVE TO MEAN SEA LEVEL, NATIONAL GEODETIC VERTICAL DATUM.
ELEVATION
12.04 Ft.
BM IS A BRASS BAR IN CONC HANDRAIL BASE AT SOUTHEAST CORNER
OF BRIDGE OVER BISCAYNE RIVER CANAL. NE 104 ST ( APPROX)
20'* EAST OF C/L OF BISCAYNE BLVD.
Sf Ij THUSLY INDICATES ELEVATIONS BASED ON MEAN
SEA LEVEL, NATIONAL GEODETIC VERTICAL DATUM.
FLOOD INSURANCE RATE MAP INFORMATION
CONCRETE BLOCK STRUCTURE
= CHAIN LINK FENCE
= CONCRETE
= AIR CONDITIONING
= OVERHEAD
= CENTER LINE
NSW c.ONS 'RicrloN
Lot A of "WEEKS SUBDIVISION ", according to the Plat thereof,
as recorded in Plat Book 71, at Page 91 of the Public Records
cif Dsde'Cnunt:V. Florian.
ti
0.
/9 Onc940i
/ oo/e /o.4'U; /5'
22 PO ✓emeot
L0
ci
020
; *37,, 5 ALLEY
I
h0
4,4/
gear
- 6 'COOOd
IQ°
1
1
1
o./ '
6' a./ODd
on /.4e
`4(/ no/ /2;o oe
/ clec %c /,
/0 �POVe/77e/>7'
. r .
TO
4 SWITCH'
/•
EX)ST!NG .SCI FE r :
z0 "RE-MAIN:.
L .-
_EXIST Il•4V
1 5 'X 6 ''
2)
COIVC SLAB -
i � 41
4 "X4 ° X 1/4 T HK.
STEELCOLUMAt
FLOOR PLAN-
r
r.•
pUsr.& RE SIDE+cE
410 O
2 " X . 8 " JOIST 2'OC.
' !
EXP. BOLTS 3' 0.
TIE
1.3E.4
EXIST ING
CONC. ELO,:K BU/LDIt
w4.
•
um: amemer.
-_ ' - - y - T -Y' - '- t .
•
WEST EL EVATION
•
I
36 " X -36 "X 12 " C ONC. FOOTING .7
12" BELOW GRADE_
EXISTING
CONC. ELO;,K BUILDING
WALL
all Na l& geolipar n alle ua, eY
TESTING LABORATORIES • ENGINEERS • INSPECTION SERVICES • CHEMISTS
• DRILLING • ENVIRONMENTAL SERVICES •
Miami, November 5, 1992
James Dentico Contracting Inc.
e1110 N.E. 101 St
Miami Shores, F1. 33138
Gentlemen:
/BY. ALBER 0 RAMIREZ, P.E.
FLA. REG. No. 23976
SPECIAL INSPECTOR CERT. No. 488
ALL STATE ENGINEERING AND
TESTING CONSULTANTS, INC.
CERTIFICATION OF COMPLETED FILL
Foundation soil density and bearing capability
certification for project:
Residence located at i fi110 N.E. 101 street
MIAMI SHORES, FLORIDA
In acordance with your request, we have supervised general site
preparation procedures for the above named project and have
performed density tests on the natural ground and on fill
mateiral used to raise the site to grade. Site preparation
procedures were in general accordance with the specifications
accepted by U.S. Department of Housing and Urban Development.
Based on our observations, results of borings and density test,
it is our professional opinion that all of the above building
pads are suitable for the construction of the proposed •structure
with foundation proportioned for a design bearing stress of 2500
pounds per square foot without settlement detrimental to the
building placed upon it. In my opinion, the settlement will not
exceed 0.20 inches.
3745 N.W. 50th STREET / MIAMI, FLORIDA 33142
P.O. BOX 66 / HIALEAH, FLORIDA 33010 / PHONE: (305) 638- 5882 -83
DEPTH
( PT
DESCRIPTION OF MATERIALS
NUMBER
HAMMER
Iws ON
SAMPLER
°N^
HAMMER
BLOWS ON
CASING
1
from 0' -0" to 1' -6" dark brown sandy silt
-1 M v1 .1 u1 .O 00 co O, .-+
M M -1 �? d 'D 1- r 00 Q
mixed with wood pieces
2
1' 3.'
from -6" to -0' dark brown clay
3
4
from 3' -0' to 3' -6" yellowish silt sand
9
from 3' -6" to 4' -6" light brown medium
5
silica sand
6
from 4' -6" to 10' -0" tan sandy coral rock
with fine shells
11
7
8
15
9
6'8'
10
8'10'
18
11
END OF BORING AT 10' -0'
12
13
14
15
16
17
18
19
20
TESTING LABORATORIES • ENGINEERS • INSPECTION SERVICES S • GRILLING
3745 N.W. 50th STREET • MIAMI, FLORIDA 33142
PHONE: (305) 638 - 5882/83
TEST BORING REPORT
CLIENT
ADDRESS
PROJECT
ADDRESS
LOCATION
JAMES DENTICO CONTRACTING INC.
1110 N.E. 101 St., MIAMI SHORES, FL. 33138
Proposed residence
1110 N.E. 101 St., MIAMI SHORES, FL.
inside of north footing
5' -0"
Water level: below surface
11/5/92
at Date
As a mutual protection to clients, the public and ourselves, all
reports are submitted as the confidential property of clients, and
authorization for publication of statements, conclusions or extracts
from or regarding our reports is reserved pending our written
approval.
X
ORDER No
REPORT No 1
No B- 2
HOLE 11./5/92
DATE
DRILLER MP & JJ
ALBERTO RAMIREZ, P.E.
ALL STATE ENGINEERING 6
TESTING CONSULTANTS. INC.
92 -0023
`DEPTH
(FT)
DESCRIPTION OF MATERIALS
SAMPLE
NUMBER
HAMMER
BLOWS MPLERN
.N•
HAMMER
BcAS1i+cN
1
from 0' -0" to 1' -O" backfill tan limerock &
4 5
dark brown silty sand
2
from 1' -0' to 4' -0' backfill dark brown
0'2'
4 4
9
3
silty sand
4 3
4
2'4'
4 4
7
5
from 4' -0' to 5' -0" tan medium sugar sand
6
from 5' -0" to 10' -0" tan sandy coral rock
fine
4'6'
4 5
7 7
12
7
with shells
7 8
8
6'8'
8 8
16
9
8 9
10
8'10'
10 10
19
11
END OF BORING AT 10' -0'
12
13
14
15
16
17
18
19
20
CLIENT
ADDRESS
PROJECT
ADDRESS
LOCATION
Proposed residence
inside of south footing
5' -0"
Water level' below surface
11/5/92
at
pate*
TESTING LABORATORIES • ENGINEERS • INSPECTION SERVICES • CHEMISTS • DRILLING
3745 N.W. 501h STREET • MIAMI, FLORIDA 33142
PHONE: (305) 638 - 5882/83
TEST BORING REPORT
JAMES DENTICO CONTRACTING INC.
1110 N.E. 101 St., MIAMI SHORES, FL. 33138
1110 N.E. 101 St., MIAMI SHORES, FL.
As a mutual protection to clients, the public and ourselves, all
reports are submitted as the confidential property of clients, and
authorization for publication of statements, conclusions or extracts
from or regarding our reports is reserved pending our written
approval.
X
92 -0023
ORDER No
REPORT No
HOLE No
B- 2
11
DATE
DRILLER MP & JJ
ALBERTO RAMIREZ, P.E.
ALL STATE ENGINEERING 6
TESTING CONSULTANTS. INC
a_h/to
ja e4L4. - ep - '
7 / 11( 1 ,
.d,�.
eitz Ze
e v
X /0 134 -74.1 C/14 c //r/ DA/
ri
SeitQwzr4g.
E
J = , 1"kt-01-1C-e-sL:11
7&
i ertel l /zei , 4 71 12--71-e
/'78 "
3 776
/e9s,a-4-/bi wadi
r
000 pOd. fist
, 7L J
79,T-
October 30, 1992
Miami Shores Village
Buiilding Department
10050 N.E. 2 Avenue
Miami Shores, Florida 33138
Re :footing pads for roof deck addition; Miami Shores Permit # 32919
To whomever it may concern:
1. The calculated unit loading under the pad is Tess than 200 PSF.
2. The concrete slab that was poured on grade under Miami Shores Permit #31461
appears to be in good condition and has no visible cracks or indication that it has
settled or seperated from the house.
3. The concrete pads will be increased in size to 4 1/2' X 4 1/2' X 1' inorder to reduce
the unit loading even furthur. The ground will then be retamped and the steel
replaced.
4. If these extra precautions are still not satisfactory, I will advise Mr. Murphy to have a
boring test performed.
GENERAL AL o E ECTMAL o MIE.CL- lAIIICA .. o PL..JKI G o 'AOOI , :iNG
JL iJ D OO CO COTh C frL
Si% erely,
James L. Dentico, P.E.
For : James Dentico Contracting, Inc.
1C 55 iscayne Boulevard 0 Miami Shores, Florida 33138 0 Te sp cns: 335 -755 -0553