RF-10-14791
Miami Shores Village
10050 N.E. 2nd Avenue NE
Miami Shores, FL 33138 -0000
Phone: (305)795 -2204
Project Address
Parcel Number
Applicant
610 NE 105 Street
Miami Shores, FL 33138 -2054
1122310120160
Block: Lot:
RICARDO SANDOVAL
Owner Information
Address
Phone
Cell
RICARDO SANDOVAL
610 NE 105 Street
MIAMI SHORES FL 33138 -2054
1
Contractor(s) Phone CeII Phone
ESR FLORIDA CONSTRUCTION INC (305)812 -2716 (302)279 -4726
Valuation:
Total Sq Feet:
$ 5,200.00
1500
1
Type of Work: Re Roof
Additional Info: FLAT ROOF ONLY
Classification: Residential
Scanning: 3
Fees Due
CCF
Education Surcharge
Permit Fee - New Roof
Scanning Fee
Technology Fee
Total:
Amount
$3.80
$1.20
$275.00
$9.00
$4.80
$293.60
Pay Date Pay Type
Invoice # RF -8 -10 -38705
08/25/2010 Check #: 1166
08/17/2010 Check #: 1154
Amt Paid Amt Due
$ 243.60 $ 50.00
$ 50.00 $ 0.00
Available Inspections:
Inspection Type:
Tin Cap
Final Roof
Roof Review
Roof in Progress
Renailing Affidavit
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.
August 25, 2010
Authorized Signature: Owner / Applicant / Contractor / Agent
Building Department Copy
Date
August 25, 2010
1
Charles C. Mitchell, P.E.
924 N. Federal Hwy.
Hollywood, FI. 33023
Civil /Structural #11127
305 - 336 -5069
"As -Built Certificate"
Jan. 30, 2012
Building Official
Village of Miami Shores, FI.
Re: Roof Sheathing
610 N.E. 105th St.
Miami Shores, Fl. 33138
I Charles Mitchell, attest that to the best of my knowledge, the structure of the property meet
code in all of the following explained in detail as follows:
Dear Building Official,
Roof Sheathing:
Roof: The roof was determined to be built up 2ply fiber glass roof over 75# felt hot - mopped to
modified hot mop felt tincapped @ 4" O.C. to 5/8" Ext. GRD. plywood nailed with 8d ring shank
nails @ 4" O.C. @ all supports and 10d nails @ 4" O.C. @ pnl. eges.
Sincerely,
Charles Mitchell
IVilami Shores Viitage
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
RECEIPT
PERMIT #: DATE:
❑ Contractor
❑ Owner
❑ Architect
Picked up 2 sets of plans and (other)
Address:
From the building department on this date in order to have corrections done to plans
And /or get County stamps. I understand that the plans need to be brought back to Miami
Shores Village Building Department to continue permitting process.
Acknowledged by:
PERMIT CLERK INITIAL:
RESUBMITTED DATE:
PERMIT CLERK INITIAL:
Oho- Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
Permit No. gC 10-14-1C1
Master Permit No.
BUILDING
PERMIT APPLICATION
FBC 20.
Permit Type: BUILDING RO ING
t C4- �- DO /armne # Fd5 7 j —43Y3
-re- lGG / r
Owner's Name (Fee Simple Titleholder)
Owner's /A, Address
(�
City -J-- -- Statet_ Zip �J E3/ d
Tenant/
l essee Name ---�� Phone # O ") � �"� -6 3' F3
Email
i
AUG 1 rJ ,!1110
BY: ........... e o
Job Address (where the work is being done)
/V& 15. r'1 ' 1r9/1/i1 E vN
City Miami Shores Village County Miami -Dade Zip '37/ 3�; ?3/0--
FOLIO / PARCEL # / I � ,� �% 4,20 49
Is Building Historically Designated YES NO Flood Zone
Contractor's Company Name 12, r e_ 060 r G
Contractor' Address ? 6. ► &) a
City C (k 0 State 4- i Zip 6-6 9/5".
Qualifier Name //4/14° 144 47W gZ6C 3 Phone # cJ 05 02-7-- ` 7-a -
State Certificate or egistration No. C 6 C (O $ uo 7-' Certificate of Competency No.
Contact Phone 3j 0 j) a) -- a 4'4> E -mail
Phone # (�-) !f l ,; -'pZ p(O
Architect/Engineer's Name (if applicable)
Value of Work For this Permit $
Type of Work: [Addition
Descrji
Work:
Phone #
2 I Square / Linear Footage ork: MATZ. 1/e oiZ4 2-
DAlteration fNew Repair/Replace emolition
%," 2 �£ C 0 9 k,
W t T f �� Wei 0 M , 4,J0
n 0 I F-i “ Koci r iAr f
***************************************Fees***************** ******* * * * * * * * * * * * * * * **
Submittal Fee $ Permit Fee $at■ CCF $ CO /CC $
Notary $ Training/Education Fee $ Technology Fee $
Scanning $ Radon $ DPBR $ Bond $
Double Fee $ Violation date: �{
Structural Review. $ Total Fee Now Due $ Q43 -CC
See Reverse side -a
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to atta ent. 'Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which fcc :even (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approv jeinspection fee will be charged.
Signature
Owner
The foregoing instrument was
day of CULR , 2010 , by
ent Contractor
owledged before me this The fore • oing instrument was acknowledged before me thi45
day o 0 210', by
wh
who is ep�rsonally known to me or who has produced
C.
As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
" PUBLIC -STATE OP FOM
A /
nom' '6 NRinslig Niarkam n
I
Commission #DD830223
0,4* Expires: OCT. 12, 2012
=NAPA AliA411011011DINGOO, tNC
My Commission E
APPROVED BY
Plans Examiner
Engineer
(Revised 07 /10 /07)(Re'ised 06/10/2009)
to me or who has produced
as identification and who did take an oath.
NOTARY PUBLIC:
NOTARY PUBLIC-STATE OF FLORIDA
Natasha %%U MW).
1 1,144164'1 • .
ommission xpires:
********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Zoning
Clerk checked
• �%
-i1
�P kt> /J „% 4/9
NOTICE OF CO NCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT INSPECTION
FIRST INSPECTIO
TAX FOLIO NQ/I "��”' — 1 646)/46
PERMIT N
STATE OF FLORIDA:
COUNTY OF MIAMI -DADE:
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real
property, and in accordance with Chapter 713, Florida Statutes, the following information
is provided in this Notice of Commencement.
1. Legal description of property and street/Odress:
it 5-11-511/7---S
L
2. Descri ion of improvement: .i • N 1
11-Y4 AN 10 o_.40 Lirc c
3. Owner(s) name and address: Qt-,."r PAC, ti va--o-c, j 4-L & , U� 4 /o r i - �'r e c pt-14-6
3 l3 J'
Aim* �--0� � 3
Interest in property: 6t9f 41 .-Ie S
111111111111111111111111111111111111111111111
CFN 2010R0573532
OR Bic 27397 Ps 3650i (1130
RECORDED 08/24/2010 13:22:25
HARVEY RUVIN, CLERK OF COURT
MIAMI -DADE COUNTY► FLORIDA
LAST PAGE
Name and address of fee simple titleholder:
4. C • • tractor's • - me and address:
5. Surety: (Payment bond required by owner . from contractor, if an
Name and address:
Amount of bond $
6. Lender's name and address:
►TATE OF FLORIDA, COUNTY OF L'
EREBY CERTIFY that Mi.: ?ay cS u
magi
lad in this chita E ;// day cf
Rl.)s"4 re)
AVA
' /•.✓
7. Persons within the state of Florida designated by Owner upon who noticOlirher documents may be served as
provided by Section 713.13(1)(a)7., Florida Statutes,
Name and address:
8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided
in Section 713.13(1)(b), Florida Statutes.
R-- ►GL CbP5 f" , ,�/C
Z ice: C
Name and address:
9. Expirati
different
Signature + 0
Print Owner's Na -
Sworn to and subsc
NoTA>2�'ranui ATE or A
-# Natasha 1 atkrsman
on #D
is Notice of Commencement: (the expiration date is 1 year from the date of recording unless a
ed) C41Qt &cf24 1� 2.0 1 1
may- Ca).
1� --�-�c �� Prepared b
r. /j j
ri b @fiore me this � L� 2ti
Nota �..� �
Print No =�
My commis
123.01 -52 PAGE4 8/02
day of
expires:
Addre 5
j cow, -mot.. q)5-
3)I2 27K
RCMP. ASSEmt:SLIES ANL) ROOFTOP STRUCTURES
DET
V46rida-BuHdthg Code Edition 2004
High-Velocity Hurricane Zone Uniform Permit Application Form._
-------
Section A (General Information), .;----':'<o\\3'7-
Master Pertr it No. Process
I
sui3JEcT ..•.P. treWA Al.e)
Contractor's Name 6
1
AND i....
ROOF CATEGORY
?I" Low Slope 0 Mechanically Fastened Tile
0 Asphaltic 0 Metal Panel/Shingles
Shingles
0 Prescriptive BUR-RAS 150
ROOF TYPE
0 New Roof >e, leroofing 0 Recovering
ROOF SYSTEM
INFORMATION
Low Slope Roof Area (SF)
— Steep Sloped Roof Area (SF)
Section B (Roof Plan)
Sketch Roof Plan: illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains.
Include.dhnensions of sections and levels, clearly identify dimensions of elevated pressure :owls and location of
parapets.
0 Repair
we Set Tile
ood Shingles/Shakes
iVe) 6/0Si
0 Maintra
7,7
,
. • •
AUG 1 -7. 2010
Tel o(SF).
131111111111111111111111MINIIMMIIM•1111•Nli
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NMI nilIM•t••1.
••1001174,1111r4 hia\LINIONI111111•1111111•1111111111
III Ilan) 1111111116Viall$1111111/111111111111111111111111
WEN 111P.',7411:14KAilliMi1le="" 1111111111101111111111111
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Yeariummiu
15.32
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- FLORIDA BUILDING CODE -- BUILDING
PROJECT ADDRESS 610 NE 105 ST
S
16D NAILS C4) PER STRAP
INTO WOOD TRUSS MEMBERS
2 X 6 WOOD
ETAL STRAP MIN. 18 GAUGE
L25' WIDE AND 24' LONG
(2)TAPCONS- 5/16' X 3'
C2 ON EACH SIDE)
COLLAR MEMBER
TIE BEAM WALL
NORTH ELEVATION
ETAL STRAP MIN. 18 GAUGE
1.25' WIDE AND 24' LONG
16D NAILS C4) PER STRAP
INTO WOOD TRUSS MEMBERS
\__COLLAR MEMBER
t2)TAPCONS- 5/16' X 3'
C2 ON EACH SIDE)
TIE BEAM WALL
JD /0
I
SOUTH ELEVATION
•
•
•
•
•
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••
••• •• • • • ••
MARLIN BRINSON, P.E.
LIC, NO 6,0749
• •' • 7.(120 •I f: 37 CT.
liPMI,•FI: 33147
•• • • •
WOOD RAFTER
•••
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J
S -
PROJECT ADDRESS 1 610 NE 105 ST
ROOF PLAN
CORNERS OF ROOF TD BE STRAPPED AS
PER HURRICANE MITIGATION REQUIREMENTS
•• ••• • • • • • ••
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MARLIN BRINSON, P.E.
LIC. NO 60749
7020 NW 37 CT.
MIAMI, EL 33147
PROJECT ADDRESS 1 610 NE 105 ST
WOOD PLATE
PLAN VIEW
RAFTER
COLLAR
TIE BEAM WALL
S-3
METAL STRAP MIN. 18 GAUGE
125' VIDE AND 24' LONG
16D NAILS (4) PER STRAP
INTO MOOD TRUSS MEMBERS
••
•
••
•
(2)TAPCONS- 5/16' X 3'
(2)TAPCONS- 5/16' X 3'
TYPICAL INSTALLATION OF ROOF
TO WALL ATTACHMENT
••• • • • • • •• •00 •• • • • • •
••• •• ARLIN BRINSON, RE,
LIC. NCJ 6.)74.9
t2: NW: 37: T,
• M iM:, 'l�•.3 •1.7
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ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2007
High-Velocity Hurricane Zone Uniform Permit Application Form.
Section C (Low Slope Application) Surfacing:
Fill In specific roof assembly components
and Identify manufacturer Fastener Spacing for Anchor /Base Sheet Attachment:
(If a component is not used, Identify as "NA ")
Field: " oc ® Lap, # Rows v2-• 0 t" oc
Perimeter:`, " oc Lap, # Rows fie?
Corner: 40" oc 0 Lap, # Rows 40 " oc
System Manufacturer:
Product Approval No.: 67— 421 I ' 6)9
Design Wind Pressures, From RAS 128 or Calouulations'
Pmax1: Pmax2: � Pmax3: /r
Max. Design Pressure, Iran sp fic Product
Approval system: D
Deck:Type: &'2 Cp&ia 2 )
Gauge/Thickness: a 4 k S
Slope:
Anchor /Base Sheet & No. of PIy(s):
Anchor/Base Sheet Fastener/Bonding Mate
/L
Insulation Base Layer: /L, /g9
Base insulation Size and Thickness:
Base Insulation Fastener /Bonding - ial
Top insulation Layer:
Top Insulation Size and Thickness:
Top Insulation Fastener/Bonding
4'
terlal:
Base Shest(s) & No. of PIy(s): //b/L5 4-
Brgiuri _efi di t spt77AlCC
of Ply(s):
c-�') /, E
Ply Shoat (mss)& No.
Ply �ttrgep n�
aterlat:
•
•
• •
•
•• •••
Top Ply: L py M%f 7 raj J :c ce•..
• • •
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• • •
•
. •. •
•
Top Ply F a �'� i JoMsrere
FLORIDA BUILDING CODE — BUILDING
oc
Number of Fasteners Pe GCInsulation Board:
Reid Per(ettrr Corner
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
C() rr c .
,i ci7-i
1A-76' '24.S1.e
7 3 x 3 .E.
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r•
FT.
)
FT.
A
Parapet
Height
Mean
Roof
Height
15.33
Roofing Systems (TGFU) - Continued
GAFGLAS ft80 Premium Base Sheer may be used in any of the following
- systems.
• "GAStlas Flex Ply 6" is a suitable altemate,to " GAFgIas PIy 6 ".
"GAFTE'.vIP Permalite Recover Board" may be used in lieu of any perlite
insulation in any of the following NC Classifications.
Class A, B and C
Hot roofing asphalt, for use with organic and glass felts or modified bitumen
membranes.
"Ruberoid Heat Weld" SBS roofing membrarter may be used in lieu of
"Ruberoid Mop" SBS products in any applicable Classification.
I. Deck: C -15/32 Class A
Inch inc: 3
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber. isocvanurate, urethane, perlitelisocyanurate composite, perlite/
urethane composite, wood fiber /isocvanurate composite, phenolic, any
thickness.
Ply Sheet: Three or more layers Type G1 "GAFGLAS PIy 4" or
"GAFGLAS Ply 6 ", hot mopped.
Surfacing: Gravel.
2. Deck: C -15132 Incline: 2
Insulation (Optional): One or more lavers perlite, wood fiber, glass
fiber. isocvanurate, urethane. perlite. /isocvanurate composite, perlite!
urethane composite, wood fiber /isocvanurate composite, phenolic, any
thickness.
Ply Sheet: Three or more layers Type G1 "GAFGLAS Ply 4" or
"GAFGLAS Ph' 6".
Cap Sheet: One layer Type G3 "C. \FGLAS Mineral Surfaced Cap
3. Deck NC Incline: 2
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocvanurate, urethane, perlite /isocvanurate composite, perlite/
• urethane composite, wood fiber /isocvanurate composite, phenolic, 2 in.
rnax.
PIy Sheet: Two or more layers Type GI "GAFGLAS Plv 4" or "GAF-
GLAS Ply 6 ". • •
Cap Sheet: One layer Tvpe G3 "GAFGLAS Mineral Surfaced Cap •
Sheer'.
4. Deck NC
Insulation: Incline: 1 /2
Ply Sheet Any L'L Classified gravel surfaced ed Class A asphalt glass fiber
mat system.
5. Deck: C -15/32
Shp Sheet (Optional): Red rosin paper, nailed to deck.
Base Sheet One layer of Tvpe C2 "GAFGLAS #75 Base Sheet" (may' be
nailed).
Ply Sheet: One or more layers of Tvpe Gl "GAFGLAS Ply 4" or
GAFGLAS Plv 6',
Cap Sheet Ong laver of Type C -3 "GAFGLAS Mineral Surfaced Cap
Sheet ".
6. Deck: NC ` incline: 3
Base Sheet One layer of Type G2 "GAFGLAS #75 Base Sheet".
Ply,. Sheet: One or more layers of Type G1 "GAFGLAS PIy 4" or
GAFGLAS Ply 6 ".
Cap Sheet One layer of Type C -3 "GAFGLAS Mineral Surfaced Cap
Sheet".
7. Deck: C -15/32
Insulation: One or more layers perlite, Incline:
lass fiber, is
ure-
thane, perlite7isocyanurate composite, perlite /urethane co composite, phe-
nolic, 1.0 in. min (offset from plywood joints 6 in.).
Base Sheet: One or more layers of Type GI, C2 or G3.
Membrane: One or more layers of "Ruberoid Torch" (smooth r
granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (sin'ootho
granule) or "Ruberoid Mop Plus" (granule). •
Cap Sheet "GAFGLAS Mineral Surfaced Cap Sheet', hot mop' d, .•
• Deck: C -15/32
Insulation (Optional); One or more is ep 2 • • • •
fiber. isoryanurate, urethane, rlite Y perlite, wood fiber, glass
U' a composite, .wood fiberr//i /lsoryanura composite, phenolic, perlite/
- thidcn sayanurate
Base Sheet Two or more layers of Type G2 or G3. • • : • . Ply Sheet (Optional); • • •
Metnbranet One or more layers ofy "Ruberoold T rc},' • • • • a
granule) or " (granule), Ruberoid Mop" (smooth t or
granule), Rubeni(d Torch Plus'y "
8r ) Rubero(d Mop Plus„ ule). p (smooth or
••• •
•
ROOF COVERING MATERIALS (TENT) t
Roofing Systems (TGFU)— Continued •
Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet", hot mopped
1. Deck: C•15/32 Class B
Incline: 3-1/2
Insulation (Optional); One or mor. 'avers perlite, wood fiber. gk
fiber, isocvanurate, urethane, perlite /tsoryanurate composite pe ?ht
urethane composite, wood fiber /isocvanurate composite, phenolic a
thickness.
Ply Sheet: Twu or more lavers o' Type GI "GAFGLAS Ply 4"
"GAFGLAS Ply 6"
Cap Sheet: Tvpe G3 "GAFGLAS Mineral Surfaced Cap Sheet'- h
mopped.
2. Deck: C- 15/3;
Incline: 3 1. 2
Insulation (Optional): One or more layers perlite, wood titer. ;la
fiber, isocvanurate, urethane, perlitelisocyanurate composite. perliti
tethane composite, wood fiber /isocvanurate composite. phenolic ar
thickness.
Base Sheet Two or more lavers of Type c;l, G2 or G3.
Membrane: One or more layers of "Ruberoid Tor .h:' tsmooth -
granule), "Ruberoid Torch Plus" (granule), "Ruberoid \fop' tsmooth .
granule) or "Ruberoid Mop Plus" (granule).
Cap Sheet "GAFGLAS Mineral Surfaced Cap Sheet ", hoc mopped
I. Deck C -15!32 Class C
Incline: 1/2
Insulation (Optional): One or more layers perlite, wood ribs. gla
fiber, isocvanurate, urethane, perlite/isocyanurate composite, prtlrte
urethane composite, wood (iber!tsocvanurate composite, phenolic ar
thickness.
Ply Sheet: Three or more lavers of Tvpe C1 "GAFGi•A5 Plc ; • c
"GAFGLAS Ply 6".
Surfacing: "Special Roofing Bitumen" 20 Ibs!sq.
COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR
1. Deck C -15/32 Class A
Insulation (Optional): One or more layerseperlite, wood fiber, glas
fiber, isocvanurate, urethane, perlite/ isocvanurate composite. perlite
urethane composite, wood fiber /isoryanurate composite, phenolic, an
thickness.
Ply Sheet Three or more layers of Tv ie GI "GAFGLAS Ply 4" o
"GAFGLAS I'ly 6", hot mopped with coal, tar bitumen.
Surfacing: Gravel.
COMBINATION HOT AND COLD SYSTEMS
1. Deck: NC Class A --
Insulation (Optional): One or more ,t lahy •) err.perlite, wood fiber or gl.:s. 2
fiber, 2 in. ax.
Ply Sheet Three or more lavers of Type GI "GAFGLAS i'ly 4" ce
"GAFGLAS Ply 6 ".
Surfacing: Grundy industries "al MB Alu, nom Ruof Coating". al
1.1/2 gal /sq.. ,
2. I7ecli:•NC
in
insulation (Optional): One or more laverse; i' rlitc, wood fiber, glass
fiber, isocvanurate, urethane, perlite /isoryanurate composite, perlite/
urethane composite, wood fiber /isoryanurate composite, phenolic. any
thickness.
Ply Sheet Three or more layers of Type G1 "GAFGLAS Ply 4" or
"GAFGLAS Ply 6 ".
Surfacing: "Weather Coat Emulsion" at 3 gal /sq.
3. Deck: NC
Incline:) / 2
Insulation: • Qne or two layers "Isotherm R ",gin., hot mopped.
• • jy $ pet:• Any Lit Classified gravel surfaced Class-A asphalt glass fiber
• • • mat 5 erii,
•
• • + � sN lntline:2
•• ensul?titin•(Optional): Isocvanurate, perlite, isocvanurate /composite,
wood fiber and glass fiber, any thickness, mechanically fastened.
Base Sheet One ply Type CI or C2, mechanically fastened or hot
• •mapped.
• • > y Shet iOre •
more plies Type GI or G2, adhered with hot roofin
• • aiphait- • • • g
•• • gal facing:• "CAT Premium Fibered AI R f Coati, 1 -1/2
5. Dec g ".
l
• •sew.
LOOK FOR THE 4,4444
•
••• • •
sr. or "CAF Weather Coat Aluminum o0
• NC Errtulslon ", 3 gaj /sy
boo (Optional): Perlite Incline. 1
nk 1Iy fastened, any th ' ickness, glass fiber polyisoeyanurate, wood fiber,
ON 019D ie:
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
GAF Material Corporation.
1361 Alps Road
Wayne, NJ 07470
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building
Code and Product Review Committee to be used in Miami Dade County and other areas where allowed
by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product
Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County)
reserve the right to have this product or material tested for quality assurance purposes. If this product or
material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing
and the AHJ may immediately revoke, modify, or suspend the use of such product or material within
their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade
County Product Control Division that this product or material fails to meet the requirements of the
applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code and the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: GAF Conventional Built-Up 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 shalyl be pcovitied.to the riser by the manufacturer or its
distributors and shall be available for insppotion dI ticiob sltq atltc,request of the Building Official.
• • • ••� ••• • • • • • •• •
This NOA renews and revises NOA No. 03'05tif.b5 and consists of pages 1 throygh 19.
The submitted documentation was reviewed by Jorge L. Acebo.
••• •
• • •
•
• • • ••
• • • • ir-' �•.�
. • .•
• •
M .DAD • UNTY
APPROVED
.••
•
• •
• •
• •• •
••• •
••
•.
•
••• • •
• • • •
• • •
• • • •
• • •• ••
••• • •
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 1 of 19
ROOFING SYSTEM APPROVAL
Category: Roofing
Sub - Category: BUR
Deck Type: Wood
Maximum Design Pressure -75 psf
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Product
Leak BusterTM MatrixTM
307 Premium Asphalt
Primer
GAF Mineral ShieldTM
Granules
Leak BusterTM MatrixTM
305 Fibered Asphalt
Emulsion
Leak BusterTM MatrixTM
303 Premium Fibered
Aluminum Roof Coating
LeakBusterTM MatrixTM
322 Elastomeric Roof
Coating
LeakBusterTM MatrixTM
Select Asphalt Emulsion
Fibered 306
Leak BusterTM MatrixTM
204 Wet/Dry Roof
Cement
RUBEROID® Modified
Bitumen Flashing
Cement
LeakBusterTM MatrixTM
201 Premium SBS
Flashing Cement
GAFGLAS® #75
M a<• .E..!
APPROVED
Dimensions
3, 5, 55 gallons
60 & 100 lb, bags
5 gallons
1, 5 gallons
55 gallons
55 gallons
1, 5 gallons
5 gallons
5 gallons
Test Product
Specification Description
ASTM D 41 Asphalt concrete primer used to promote
adhesion of asphalt in built -up roofing.
ASTM D 1863 Granules for surfacing of exposed asphalt,
cold process cement or emulsion. GAF
Mineral ShieldTM Granules shall be used for
flashing applications only.
ASTM 1227 Surface coating for smooth surfaced roofs.
ASTM D 2824 Fibered aluminum coating.
Elastomeric roof coating.
Asphalt emulsion fibered.
ASTM D -4586 Refined asphalt blended with a mineral
ASTM D -3409 stabilizer and fibers. Permits adhesion to
wet and dry surfaces.
ASTM D 4586 Fiber reinforced, polymer modified Flashing
cement
ASTM D 4586 Asphalt flashing Cement
•• ••• • $ • °• • . •••
• • •• • • • • •
39.37" (1 meter) •AS71LI b 3601: Asphalt and coated glass mat •
wide •• •`• •
base sheet.
•
• •
• •
• • •
••
• • •••
•• • •
• •
• • • • •
• • •
•
• •
• • • •• i• • ••• • •
• • • •
•-
••
••• • • • • ••• • •
• • • • • • • •
• ••• • • •
• • • • • • • • • •
• •• •S ••• ••• • ••
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 2 of 19
Product
GAFGLAS ®1180
ULTIMATM Base Sheet
GAFGLAS®
Flex PIyTM 6
GAFGLAS® Ply 4
GAFGLAS® Mineral
Surfaced Cap Sheet
GAFGLAS®
EnergyCapTM Mineral
Surfaced Cap Sheet
GAFGLAS®
STRATAVENT®
EIiminatorTM Perforated
GAFGLAS® Flashing
GAFGLAS®
STRATAVENT®
EliminatorTM Nailable
RUBEROID® SBS
Heat WeIdTM Smooth
RUBEROID® SBS
Heat- We1dTM Granule
RUBEROIDe SBS
Heat- We1dTM 170 FR
RUBEROID® SBS
HeatWeldTM PLUS
RUBEROID SBS
Heat- We1dTM PLUS FR
RUBEROID® SBS
Heat- We1dTM 25
RUBEROID® Modified
Base Sheet
MIAMI'DADE CO
APPROVED
Dimensions
39.37" (1 meter)
wide
39.37" (1 meter)
wide
39.37" (1 meter)
wide
39.37" (1 meter)
wide
39.37" (I meter)
wide
39.37" (1 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
Test
Specification
ASTM D4601
ASTM D 2178
ASTM D 2178
ASTM D 3909
ASTM D 3909
ASTM D 4897
D 3672
ASTM D 4897
D3672
ASTM D -6164
ASTM D -6164
ASTM D -6164
ASTM D -6164
ASTM D -6164
1 meter (39.37 ") ASTM D -6164
wide
•• ••. 1 • •••
39.37" (1 meter }, AS'J1 1.1 6a1i
wide •.• Type pit'
Type G2 BUR
•
• •
• •
••
•
...
• • •
•
• •••
•
•
• • ••0 :
Product
RUBEROID® 20
RUBEROID® Mop
Granule
RUBEROID® Mop Plus
(Granule)
RUBEROID® MOP
Smooth
RUBEROID® MOP
170FR
RUBEROID® MOP FR
RUBEROID® TORCH
Smooth
RUBEROID® TORCH
Granule
RUBEROID® TORCH
PLUS (Granule)
RUBEROID® TORCH
FR
RUBERO1D 170FR
TORCH
RUBEROle 30
RUBEROID® 30 FR
RUBEROID®
ULTRACLAD®
RUBEROID'' Dual FR
Vent Stacks (metal and
plastic)
MIAMI. < .:.OUNTY
APPROVED
Dimensions
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" (1 meter)
wide
39.37" (1 meter)
wide
39.37" (1 meter)
wide
39.37" (1 meter)
wide
39.37" (l meter)
wide
39.37" (I meter)
Wide
3937" (1 meter)
wide
39.37" (I meter)
wide
39.37" (1 meter)
wide
39.37" (l.rhhter): •
Witt • •
•• •••
Test Product
Specification Description
ASTM D 6163 SBS modified asphalt base sheet and
ASTM D 5.147 interply sheet reinforce with a glass fiber
mat.
Non -woven polyester mat coated with
polymer modified asphalt and surfaced with
mineral granules.
Non -woven polyester mat coated with
polymer modified asphalt and surfaced with
mineral granules.
Non -woven polyester mat coated with
polymer- modified asphalt and smooth
surfaced.
Non -Woven polyester mat coated with fire
retardant polymer modified asphalt and
surfaced with mineral granules.
Non -Woven polyester mat coated with fire
retardant polymer modified asphalt and
surfaced with mineral granules.
Heavy duty, polyester reinforced, asphalt
modified bitumen membrane, smooth
surface.
Asphalt impregnated, coated felt, surfaced
with mineral granule.
Heavy duty, polyester reinforced, asphalt
modified bitumen membrane, granule
surface.
Heavy duty, polyester reinforced, coated
with fire retardant asphalt modified bitumen
membrane, granule surface.
Heavy duty, polyester reinforced, coated
with fire retardant asphalt modified bitumen
membrane, granule surface.
Non -woven fiberglass mat coated with
polymer modified asphalt and surfaced with
mineral granules.
Non -woven fiberglass mat coated with fire
retardant polymer modified asphalt and
surfaced with mineral granules.
Woven fiberglass mat coated with Polymer
modified asphalt and surfaced with
aluminum, copper or stainless steel foil.
AVM D S 1 Zi4.'Ron woven polyester and fiberglass mat
t:111/11)i4,37. ceoated with file retardant, polymer modified
ttsphalt and surfaced with mineral granules.
• • TAS 100(A) One way valve vent used to relieve built-up
•
• • • Mont D 1929• pjre §sure within the roof system. GAF Vent
ASTM D 6222
ASTM D 5147
ASTM D 6222
ASTM D 5147
ASTM D 6164
ASTM D 5147
ASTM D 6164
ASTM D 5147
ASTM D 6164
ASTM D 5147
ASTM D 5147
ASTM D 5147
ASTM D 6222
ASTM D 5147
ASTM D 6222
ASTM D 5147
ASTM D 6222
ASTM D 5147
ASTM D6163
ASTM D 5147
ASTM D 6163
ASTM D 5147
ASTM D 6298
ASTM D 5147
•• • • • •
••
••
••
•
•••
•
•
•
•
•••
. •A$TM D .63% • Sta {ks are available in metal or plastic.
•• • •• • • • • •
• • • • • • NOA No.: 07- 1219.09
• •
• •
• •
•••
•• ••
• •
••
• •
•••
• •
••
•
••• • •
• • ••
• .• • •
• • • •
• • •• ••
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 4 of 19
Product
Leak BusterTM MatrixTM
302 Non Fibered
Aluminum Roof Coating
GAF Built -Up Roofing
Asphalt
RUBEROID® MOD
Asphalt, Asphalt L &
Asphalt P
Leak BusterTM MatrixTM
602
Leak BusterTM MatrixTM
715
LeakBusterTM MatrixTM
531 WeatherCoteTM
SeamCoterM
FireOutTM
VersaShield®
VersaShield® FB -1S
VersaShield ® -FB -2S
TOPCOAT® FireShield®
MB
Leak BusterTM MatrixTM
201 SBS Flashing
Cement
Leak BusterTM MatrixTM
102 SBS Adhesive
Leak BusterTM MatrixTM
202 SBS Flashing
Cement
Leak BusterTM MatrixTM
203 Plastic Roof Cement
Leak BusterTM MatrixTM
103 Cold Process
Adhesive
M GRADE • NTir
APPROVED
Dimensions,
5 gallons
100 lb. cartons,
bulk
601b. kegs
5 gallons
5 gallons
2 gallons
2, 5 gallons
5, 55 gallons
350 sq ft. roll
350 sq ft. roll
350 sq ft. roll
5, 55 gallons
5 gallons
5 gallons
5 gallons
5 gallons •••
• •
• •
5 gallons•••
Test
Specification
Product
Description
ASTM D2824, Non - fibered aluminum pigmented, asphalt
Type I roof coating.
ASTM D312, Interply mopping and surfacing asphalt.
Types I, II, III
and IV
proprietary
ASTM D -412
ASTM D -21 -96
ASTM D1475
ASTM E -1644
ASTM D3019
ASTM D3019
ASTM D4586
SEBS modified asphalt.
Surface coating for smooth surfaced and
mineral surfaced roofs.
Surface coating for smooth surfaced and
mineral surfaced roofs.
Surface coating for smooth surfaced and
mineral surfaced roofs.
Elastomeric roofing membrane.
Low VOC, fire barrier coating.
Non - Asphaltic Fiberglass -Based
Underlayment.
Non - Asphaltic Fiberglass -Based
Underlayment.
Non - Asphaltic Fiberglass -Based
Underlayment.
Elastorneric roofing membrane
Cold Applied Modified SEBS Asphalt
Adhesive — Flashing Grade.
Cold Applied Modified SEBS Asphalt
Adhesive.
Cold Applied Modified SEBS Asphalt
Adhesive — Flashing Grade.
• ASTM D4586 • Standard Plastic Asphalt Roofing Cement
•
•
•
• • • • • • •
A'STf,I T53610 • Cold Applied Asphalt Adhesive.
• •.• • ••• • •
• • • • • • • • • •
• • • • • • • • • •
• • • • •• • • • • •
• • • •• • • • • • • •
• • • •
••• • •
• • •
• • • •
• • • • •
• • • • • •
••• • •
• • ••• • •
• • • • •
•
•• • • • •
•
• • • • • •
• • • • • • • •
• • ••• • •
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 5 of 19
Product
Leak BusterTM MatrixTM
303 Fibered Aluminum
Roof Coating
Leak BusterTM MatrixTM
304 Non Fibered
Aluminum Roof Coating
Dimensions
5 gallons
5 gallons
APPROVED INSULATIONS:
Product Name
EnergyOuardTM RA, RN
Composite A & N
EnergyGuardTM Fiberboard
EnergyGuardrM Permalite
EnergyGuardTM GAFCANTTM
EnergyGuardTM Permalite Recover
Board
EnergyGuardTM Tapered Edge Strip
EnergyGuardTM Perlite
EnergyGuardTM High Density
Fiberboard
EnergyGuardTM Composite
EnergyGuardTM Composite RA
Wood Fiber
High Density Wood Fiberboard
Perlite Insulation
Dens Deck, Dens Deck® Prime,
Dens Decks' Dura GuardTM
Structodek
SecurockTM
MIAMI P. ;, t E'COUNTY
APPROVED
Test
Specification
ASTM D 2824
Product
Description
Fibered aluminum coating.
ASTM D2824, Non-fibered aluminum pigmented, asphalt
Type I roof coating.
Table 2
Product Description;
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation with
high density fiberboard or Permalite
mike insulation.
Fiberboard insulation,
Perlite insulation board.
Cut perlite board
Perlite recover board
Tapered perlite board
Perlite insulation board
High density wood fiberboard insulation.
Polyisocyanurate /wood fiberboard
composite
Polyisooyanurate/wood fiberboard
composite
Wood fiber insulation board
Wood fiber insulation board
Perlite insulation board
Water resistant gypsum board
Wood fiber insulation board
• • Fibir kilfAecirsiofigard
• •• • • • • ••• •
•
•• ••• •• • • • ••
• ••• • ••• • •
• • • • • • • • • • • • •
• • • • • • • • • • • • • • • • • •
•
• • • • • • • •• • • • • • • • •
•• • •• • • •• ••••
• •• • •
••• • • • • ••• • '•
• • • • • • • •
• • • ••• • • •
• • • • • • • • • • •
• •• •• • • • •• ••
••• • • • 0 •• • •
Manufacturer
(With Current NOA)
BMCA '
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
generic
generic
generic
G -P Gypsum Corp
Knight Celotex
USG Corporation
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 6 of 19
APPROVED FASTENERS:
Fastener
Number
Product
• Name
1. Drill -TecTM #12 Standard,
#14 and #15 extra Heavy
Duty Fastener , Heavy
Duty Roofing Fastener
2. Drill -TecTM ASAP
3. Drill -TecTM #12 or #14
Standard screws with
AccuTrac Plate
4. Drill-TecTM Galvalume
Plates
5. Drill -TecTM
Polypropylene Plates
6. Drill -TecTM AccuTrac
Plate
EVIDENCE SUBMI, rED:
Test Agency
Factory Mutual Research Corp.
PRI Asphalt Technologies, Inc.
Ik.T of S. Fl.
M AN1.DADECOUAtTY
APPROVED
TABLE 3
Product
Description
Insulation fastener and
Base Play fastener for
steel, wood & concrete
decks.
Pre - assembled Drill -
TecTM Fasteners and
metal and plastic plates.
Base sheet fastening
assembly.
Round Galvalume stress
plates.
Round polypropylene
stress plates.
Square Galvalume®
coated steel plate.
Test Identifier
.1.I, 2B8A4.AM
J.I. 3B9Q1.AM
J.I. OD0A8.AM
J.I.ODIA8.AM
0179Q5.AM
3029832
GAF - 012 -02 -02
GAF- 020 -02 -01
02 -005
02 -014
.
•
• .0• . . 0 0 ..• •
. 41 4141. .. • • • ..
Manufacturer
Dimensions (With Current NOA)
Various GAF Materials Corp.
Various GAF Materials Corp.
Various GAF Materials Corp.
3" and 3 %2" GAF Materials Corp.
3" and 3 A" GAF Materials Corp.
3" Square GAF Materials Corp.
Description
4470
4470
4470
4470 -TAS 114
4470 - TAS 114
4470 - TAS 114
Physical Properties
ASTM D 4977
• .•. • .•41 • .
.. • .. • •
.. • .. • ... •
• • • • •• • • • • •
• • •• • •• • • • •
• • •• • • •
. 0. • • • • 000 • •
• • • • • • • •
• • • 0410 • • •
• • • • • • • • • •
• 00 410 • • • 0. 00
O 00 • • • 16410 • •
TAS 114
TAS 114
. Date
07.02.97
01.08.98
07.09.99
07.29.94
04.01.98
05.11.07
11.06.01
02.01.02
01.18.02
03.22.02
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page7of 19
Deck Type 1:
Deck Description:
Wood, Non- insulated
19/32" or greater plywood or wood plank decks
System Type E: Base sheet mechanically fastened.
All General and System Limitations shall apply.
Fire Barrier:
(optional)
FireOutTM Fire Barrier Coating, VersaShield ®Non- Asphaltic Fiberglass -Based
Underlayment or SecurockTM.
Base sheet: GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT+.:� EliminatorTM
Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID®
Heat- WeldTM Smooth or RUBEROID® Heat- WeIdTM 25 base sheet mechanically
• fastened to deck as described below;
Fastening Options:. GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 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 PIyTM 6, GAFGLAS® #75 Base Sheet or
any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14
or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates,
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 —4S psf, See General Limitation #7)
GAFGLAS® Flex PIyTM 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 psi; See General Limitation #7)
GAFGLAS® #80ULTIMATM, RUBEROID®20, RUBEROID® Mop Smooth,
base sheet attached to deck with approved 11A" annular ring shank nails and
inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two
rows staggered with a fastener spacing of 9" o.c. in the center of the membrane.
(Maximum Design Pressure —60 psf, See General Limitation #7)
GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with
Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill-TecTM steel plate or
Drill. -TecTM AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap.
The other rows are equally spaced approximately 9" o.c. in the field of the sheet.
(Maximum Design Pressure —60 psf, See General Limitation #7)
• • ••• • • • • • • •
Any of Ave Base sheets �ttac1 ec1 to deck approved annular ring shank nails
and:3" iny�rteilArillaseo;d irsolgition plates at a fastener spacing of 9" o.c. at
the 4" lap staggered in two rows 9" in the field.
(Maxim n+Dgsign Presiv re --6U psf,•See General Limitation #7)
• • • • • • • • • •
• • • • • • • • • •
• • • • • •• • • • • • • •
• • • • • • • • • • • • • • • •
• •• •
••• • • • • ••• • •
• • • • • • • •
• • • ••• • • •
• • • • •
• •• ••• • • • •• ••
••• • • • ••• • •
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 17 of 19
Ply Sheet:
Cap Sheet:
Surfacing:
Maximum Design
Pressure: See Fastening Above
GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with
Drill-Teem' #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or
Drill-TecTM AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap.
The other rows are equally spaced approximately 9" o.c. in the field of the sheet.
(Maximum Design Pressure —75 psf, See General Limitation #7)
One or more plies of GAFGLAS® PLY 4, #80 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 GAFGLAS Mineral Surfaced Cap Sheet or
GAFGLAS EnergyCapTM Mineral Surfaced Cap Sheet adhered in a full
mopping of approved asphalt applied within the EVT range and at a rate
of 20-40 lbs./sq.
(Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top
membrane) Install one of the following:
1. Gravel or slag applied at 400 lbs./sq. and 300 Ibsfsq. respectively in
a flood coat of approved asphalt at 60 lbs. /sq. or applied in a flood
coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied
at a rate of 3 gal.sq.
2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLAS® Energy Cap
Mineral Surfaced Capsheet adhered in a full mopping of approved
asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.
3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof
Coating, at 1.5 gal./sq.
4. Leak BusterTM MatrixTM 715 , Leak BusterTM MatrixTM 322,
TOPCOAT® MB +, TOPCOAT® Fireshield Elastomeric Roofing
Membrane, applied at 1 to 1.5 gal.isq.
5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing
Membrane, EnergyCote® roof coating applied at 1 to 1.5 gal. /sq.
6. TOPCOAT® Surface Seal, TOPCOAT® Fireshield® SB Solvent
based Elastomeric Roofing Membrane applied at Ito 1.5 gal. /sq
7. Advance Green Technologies Photovoltaic Laminate solar energy
collector auxiliary roof equipment installed in compliance with •
manufacturer's specifications and applicable Building Codes.
MIAM • : • UNTY
APPROVED
•
• • •
• • • •
• • • • •. • • • •
•• ••• •• '• • • ••
•• ••• • • • • • ••
• ••• • ••• • •
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0. • .• • • •
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0 •• • • • ••• • •
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 18 of 19
WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet is required with PIy 4 and Flex P1yTM 6 when used as a mechanically fastened base or anchor
sheet.
2. Minimum 'A" Dens DeckTM or Y2" Type X gypsum board is acceptable to be installed directly over the
wood deck.
GENERAL LIMITATIONS:
1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory
for fire ratings of this product.
2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with
Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved
asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or mechanically attached using the
fastening pattern of the top layer
3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt,
panel size shall be 4' x 4' maximum.
4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam
insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be
applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8"
ribbons in three rows, one at each 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
12lbs. /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. Calculations prepared, signed and sealed by a Florida registered
Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is
specifically referred within this NOA, General Limitation #9 will not be applicable.)
8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall
conform 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 (Le. field,
perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced
fastening at enhanced pressure zones.04. perimeter,, axtended corners and corners). (When this
limitation is specifically referred witljin thi sINI iegeral Limitation #7 will not be applicable.)
10.. All products listed herein shall hive g 1 owl. * gydit in accordance with the Florida Building
Code and Rule 9B -72 of the Florida Administrative Code.
ENI qF1j1I �ACETANCE
• • • • ••••
•• • • • • •• . • ••
• • •• • •• • • • •
• •• • • •
••• • • • • •■• • •
• • • • • • • •
• • • ••• • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 19 of 19
SECTION R4402.13
HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner
with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section
R4402 govem the minimum requirements and standards of the industry for roofing system installations.
Additionall e following items should be addressed as part of the agreement between the owner ant the
contract•, !, e owner's initial in the designated space indicates that the item has been explained.
1.
Aesthetics- Workmanship: the workmanship provisions of Section R4402 are for the purpose of
pr iding that the roof system meets the wind resistance and water instruction performance standards.
Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues
such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of
the a. i ent between the owner and the contractor.
Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be
accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior
g the existing roof system).
Common roofs: Common roofs are those which have no visible delineation between neighboring
houses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or
notify the occupants of adjacent units of roofing to be performed.
posed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can
om below. The owner may wish to maintain the architectural appearance; therefore, roofing nail
pe of the underside of the decking may not be acceptable. This provides the option of maintaining the
appe
Ponding water: The current roof system and /or deck of the building may not drain well and may
water to pond (accumulate) in low -lying areas of the roof. Pounding can be an indication of structural
tress a may require the review of a professional structural engineer. Pounding may shorten the life
pect cy •; nd performance of the new roofing system. Pounding conditions may not be evident until the
origi =I rood' g em is removed. Pounding conditions should be corrected.
Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not
over de -• from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if
ove ' • .c ►pers (wall outlets) are not provided. It may be necessary to install overflow scuppers in
acc „iv' h the requirements of Sections R4402, R4403 and R4413.
Ventilation: Most roof structures should have some ability to vent natural airflow through the
the structure asseitiblys(thp quitlinritrse1). hg existing amount of attic ventilation shall not be
be benefici'a•to coetidef :d4144anti) which ca result in extending the service life of the
• ••••••• •
.. •.• .. •
Revised on 7 /9/ ' 09 LD
• • •
• • • •
•
q:!!".1;;Rc=5
racter Signature Date .
• • • • •• • • • • •
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• •• .• • • • •• •.
000 • • • ••• • •
PIP o -Iry
From: Ricardo sandoval <sandovalhome @bellsouth.neb
Subject: Extension of Roofing Permit Number RF -8-10 -1479 for 610 N.E. 105 St. Miami Shores, FL 33138
Date: February 16, 2011 10:54:14 PM EST
To: buildingclerk @miamishoresvillage.com
Cc: Norman Bruhn
Dear Mr. Bruhn,
February 16, 2011
I am writing this letter to ask for a formal extension of the Roofing Permit on my home at 610 N.E. 105 St.
1 have received two notices of reminder that the permit in question will soon expire. I was advised to do this
by Mr. Reese and my contractor Mr. Riczo. As you probably know, I am trying to get permission to put a
hybrid clay tile over metal roof on the tiled portions of my home.
There appears to have been a moratorium in place for metal roofs, after the Village Council was unable to settle
the matter of extending the use of such roofs in the absence of a council member who had gone overseas.
It is my understanding that the Council tabled the issue when the vote came in 2 in favor and two against.
We have been before the Planning and Zoning council on two occasions over the last few months
but could not get approval due to the moratorium. Yesterday February 15,2001 the issue was taken up by
the council and the restriction on metal roofs was lifted for another year. Unfortunately this did not include hybrid
roofs. The Council did however vote 5 in favor and zero opposed to ask the Planning and Zoning Board to review and
possibly amend the code to include hybrid roofs in the metal roof extension.
I am hopeful that this will happen soon and I will be permitted to complete the roofing job on my home.
Since I have been involved in all the appropriate and legal avenues for pursuing my aforementioned goals, I request that
I be granted an extension on my roofing permit. I am confident that this matter will be settled soon and I will be able to proceed
with the work, using either the hybrid system or one of the other already approved roofing systems. I can assure you that in the
past few months
I have done everything in my power to comply with the time frame of the permit. I want to also assure you that once a decision
has been
made, I will complete the roof as soon as possible.
Thank you for your kind attention in this matter. If you are in need of any other information please do not hesitate to
contact me at (305) 205 -7656, via e-mail or traditional mail. I request a response onyour decision as soon as possible so that I
can be
prepared for any further steps I may need to take to deal with this issue.
Rick Sandoval
1
Project Address
Miami Shores Village
10050 N.E. 2nd Avenue NE
Miami Shores, FL 33138 -0000
Phone: (305)795 -2204
Parcel Number
Applicant
610 NE 105 Street
Miami Shores, FL 33138 -2054
1122310120160
Block: Lot:
RICARDO SANDOVAL
Owner Information
Address
Phone
Cell
RICARDO SANDOVAL
610 NE 105 Street
MIAMI SHORES FL 33138 -2054
Contractor(s) Phone Cell Phone
ESR FLORIDA CONSTRUCTION INC (305)812 -2716 (302)279 -4726
Valuation:
Total Sq Feet:
$ 4,500.00
0
1
Type of Work: Hurricane Mitigation
Additional Info: FLAT AND TILE STRAPPING
Classification: Residential
Scanning: 2
Fees Due
CCF
Education Surcharge
Permit Fee - Repairs
Scanning Fee
Technology Fee
Total:
Amount
$3.00
$1.00
$100.00
$6.00
$4.00
$114.00
Pay Date Pay Type
Invoice # RF -8 -10 -38706
08/25/2010 Check #: 1166
08/17/2010 Check #: 1154
Amt Paid Amt Due
$ 64.00 $ 50.00
$ 50.00 $ 0.00
1
1
Available Inspections:
Inspection Type:
Final
PE Certification Letter
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.
August 25, 2010
Authorized Signature: Owner / Applicant / Contractor / Agent
Building Department Copy
Date
August 25, 2010 1
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
BUILDING Permit No. ar 10 1 LO
PERMIT APPLICATION Master Permit No. 12
FBC 20
Permit Type: BUILDING
OWNER: Name (Fee Simple Titleholder): 5��Y�� Phone# ��lJ
Address: ( r l� 1 JC✓3/r
City: /Ctrni State:
Tenant/Lessee Name: /---/0/ •
Email:
Zi
:gg
Phone #:?.
JOB ADDRESS: 6916 A-1' /C 5- J --
City: Miami hores //,, Coun Miami Dade Zip: ? ? •
Folio/Parcel#: ! 1[./ �1
Is the Building Historically Designated: Yes NO ✓ Flood Zone:
CONTRA OR: Copkany Name: ES -L l 9JS r Phone #: (347::) cfi.2•27 /Co. • Address: 0 x
M7"2
City. .�C //�� State: �"% /�
Qualifier Name: • t..�l%2 5 Phone#- /T7
Q Certificate of Competency #:
State Certification or Registration #:� `0 �%�J��L.� -�� p y
Contact Phone#: -365002 �.7/� Email dress: X by.-)y t� ` e`rn
DESIGNER: Architect/Engineer: yge/h� Phone #: 3P5i 705503*
i.
Value of Work for this Permit: $ 45C fI ' g" - Square/Linear Footage of Work:
Type of Work: ClAddress DAlteration eeww; Itaepair/Replace /// ODemolition
Description of Work: ST /)/ /& G� �� c=�'t- r /EQ ' de p pair
rFro - ,.2.7v) r t1M 67
COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by:
***************************************F *, ** *** * * * * * * ** * * *** * * * ** *** Fees, *, * *** *** * * * * *, *, *** ** ** ** *** ** * *** * *** * * **
Submittal Fee $ Permit Fee $ ) 0067E" CCF $ CO /CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE --(gal-
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be ap an ; reinspection fee will be charged
Signature
Own Agent
The foregoing instrument w�n owledged before me this I
day of Q441 , 2b0 e cf4. ex) SGj�GIYcrt,
who is personally known to me or who has produced
As identification and who did take an oath.
Prin LtgSIhir tt 3
My Commission Exp u CO aoT Z
% voco.$
.1'';V u CBC
S�D�
APPROVED BY
Contractor
The foregoing instrument was acknowledged before me thil
day ofGL46/ , 2db
who is personally known to me or who has produced
as identification and who did take an oath.
LIC:
Si
Print: ' ' �L S
My Commiss ;on
5
�OF
l `
1712
U
Qre er� &-0 Plans Examiner Zoning
Structural Review Clerk
(Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10)
S -1
1
06Cdo-ia
❑JECT ADDRESS 610 NE 105 ST
CORNERS OF ROOF TO BE STRAPPED AS
PER HURRICANE MITIGATION REQUIREMENTS
MARLIN BRINSON, P.E.
LIC. NO 60749
7020 NW 37 CT.
MIAMI, FL 33147
PROJECT ADDRESS 610 NE 105 ST
16D NAILS (4) PER STRAP
INTO WOOD TRUSS MEMBERS
2 X 6 WOOD
ETAL STRAP MIN. 18 GAUGE
L25' WIDE AND 24' LONG
(2)TAPCONS- 5/16' X 3'
(2 ON EACH SIDE)
COLLAR MEMBER
TIE BEAM WALL
NORTH ELEVATION
TAL STRAP MIN. 18 GAUGE
L25' WIDE AND 24' LONG
16D NAILS (4) PER STRAP
INTO WOOD TRUSS MEMBERS
S -�
\--COLLAR MEMBER
(2)TAPCONS- 5/16' X 3'
(2 ON EACH SIDE)
TIE BEAM WALL
SOUTH ELEVATION
WOOD RAFTER
MARLIN BRINSON, P,E,
LIC, NO 60749
7020 NW 37 CT,
MIAMI, FL 33147
s
PROJECT ADDRESS 1 610 NE 105 ST
S -3
WOOD PLATE
METAL STRAP MIN. 18 GAUGE
1,25' WIDE AND 24' LING
PLAN VIEW
7—RAFTER
COLLAR
TIE BEAM WALL
(2)TAPCONS- 5/16' X 3'
(2)TAPCDNS- 5/16' X 3'
16D NAILS (4) PER STRAP
INTO WOOD TRUSS MEMBERS
TYPICAL INSTALLATION OF ROOF
TO WALL ATTACHMENT
MARLIN BRINSON, P,E.
LIC, NO 60749
7020 NW 37 CT,
MIAMI, FL 33147
Miami Shores Viiiage
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
RECEIPT
PERMIT #: (() 1210 DATE: "1 1`6 110
Contractor
❑ Owner
❑ Architect
Picked up 2 sets of plans and (other) "4,444'..04'.- , -1O Pl C O Z€..CTtCi
Address:` "' irk !OS
From the building department on this date in order to have corrections done to plans
And /or get County stamps. I understand that the plans nee • , - brought back to Miami
Shores Village Building Departme to •n e permi
Acknowledged by:
PERMIT CLERK INITIAL: 4„6._
RESUBMITTED DATE:
PERMIT CLERK INITIAL:
ko\b,
Miami Shores Village
Building Department
10050 N.E 2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
BUILDING
PERMIT APPLICATION
FBC 20
Permit Type: BUILDING 1 9OFIN ��@ ,� / e
Owner's Name (Fee Simple Titleholder)/VC429 �,: " ICt Phone # C b5) o 7 b s� feb
Owner's Address
Permit No.
Et) 1Tn.vs
BY
Master Permit No.
City 64A
Tenant/Lessee Name
Email
Job Address (where the work is being done) /6 N to 76' 5 46E7-
City Miami Shores Villa • e
FOLIO / PARCEL # f / a 3
Is Building Historically Designated YES
Contractor's Company Name .f'5' Q. I
Contractor's Address 6. ()O[ 16i6 L -3-a
City CA-pt eop_A-L___
State FI ( p fr Zip 3 %
Qualifier Name At't� ft i t i o *to 4 ) c ((; S Phone #(6645- I I ql ° 7clia
State Certificate or Registration No. G G C e;0066 O'''-itertificate of Competency No.
'Contact Phone (5�') 3 l ` 6 E -mail .v.--"*"---'
Architect/Engineer's Name (if applicable)
Phone #��
Value of Work For this Permit $ ;, . Square /Linear Footage Work:
Type of Work: ❑ . dition i�etatlon ti ❑New Repair/Replace
Describe Work:
mu
* * * * * * * * * * * * * * * * * * **
Submittal Fee $`"C )' ' Permit Fee $
Notary $ = : Training/Education Fee $
Scanning $ Radon $
Double Feel.
DPER $
Violation date:
CO /CC .$
Technology Fee $
Bond $
Structural Review. $ Total Fee Now Due $
See Reverse side -�
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that. all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a : opy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subjec . • ,t> ch r ent. Also a certified copy of the corded notice of must be posted at the job site
for the first inspection p o s seve ) day 'fzft ., uil; permit is issued. In the absence of such posted notice, the
inspection will not be aj ' s an a rein pe ion f e wi
P
Owner or Agent Co g'+ actor
The foregoing instrument was acknowledged before me this The foregoing instrument was . oknowledged before me thie
day of t ; ! , 20 t0 , byeICA froO SM Abo UA I, day of 5 , 20 t C byy L e X P4 >v YJa il'll' je16
w to or who has produced who is personally known to me or-who has produced
cation and who did take an oath. as identification and who did take an oath.
NOTARY PUBLIC:
My Commission Expires:
'�''�j' • OlSl leiniaaf
NOTARY PtF IX -STA OFFLORIDiil
es"., Eloise Sermons
° ? Conlmiss1an •DD830155
''••.. „vr Expires: OCT 12, 2012
Sign
Print:
�QCI aerware
MyComtn issiq brairpgOdtg•3 asoFFIARTDA
low Sermons
Commission #DD8301 `3
, 1
BoxoEn Tfuso ATLANTIC BONDING co, MC. � Expires: OCT. 12, 2G 1
* * * *** **** * * *** ale * ** ** * * ** * * ** ** k************* *** * * * *,t*** ** * * * * * * ***** * ** *** lleAVAN* t ** ** * **
BONS �iitlltiJl'ft�
APPROVED BY Plans Examiner Zoning
Engineer Clerk checked
(Revised 07 /10 /07)(Revised 06/10/2009)
DBPR - ARGUELLES, J ALEJANDRO; Doing Business As: ESR FLORIDA CONSTR... Page 1 of 1
Licensee Details
Licensee Information
Name:
Main Address:
County:
License Mailing:
7800 SW 94TH STREET
MIAMI Florida 33156
DADE
LicenseLocation: 7800 SW 94TH STREET
MIAMI FL 33156
County: DADE
License Information
License Type: Certified General Contractor
Rank: Cert General
License Number: CGC005007
Status: Current,Active
Licensure Date:
Expires: 08/31/2010
Special Qualifications Qualification Effective
Construction Business 02/20/2004
Fingerprint (Construction
Industry Licensing 07/22/2008
Board)
View Related License Information
View License Complaint
2:09 :51 PM 7/22/2010
i Terms of Use i 1 Privacy Statement i
https:// www. myfloridalicense .com/LicenseDetail. asp ?SID= &id= 05F5FE7CF8869E92EF9... 7/22/2010
Miami Shores Viiiage
Building Department
RECEIPT
PERMIT #4\O 1Z)Q DATE:
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
poi
Uontractor
❑ Owner
❑ Archite
QtaKetittea
11h5.
From the building department on this date in order to have corrections done to plans
And /or get County stamps. I understand that the plans need to be brought back to Miami
Shores Village Building Department _ I I ue - rmitting pro
Acknowledged by:
PERMIT CLERK INITIAL:
RESUBMITTED DATE:
PERMIT CLERK INITIAL:
Permit No: 10-A170
Job Name
, 2010
P11lami Shores Vivage
Building Department
Building Critique Sheet
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Page 1 of 1
,4 .J-11
Plan ,review is not complete, when all items above are corrected, we will do a complete plan
review.
If any sheets are voided, remove them from the plans and replace with new revised sheets and
include one set of voided sheets in the re- submittal drawings.
Norman Bruhn CBO
305 - 795 -2204
Permit No: 10-Al 70
Job Name
, 2010
Miami Shores Viiiage
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Building Critique Sheet
Page 1 of 1
Plan review is not complete, when all items above are corrected, we will do a complete plan
review.
If any sheets are voided, remove them from the plans and replace with new revised sheets and
include one set of voided sheets in the re- submittal drawings.
Norman Bruhn CBO
305 - 795 -2204