RF-10-262Miami Shores Village
10050 N.E. 2nd Avenue
Miami Shores, FL 33138-0000
Phone: (305)795 -2204
Contractor(s)
DALEY ROOFING INC
Phone Cell Phone
(305)754 -9892
Fees Due
CCF
Education Surcharge
Permit Fee - New Roof
Scanning Fee
Technology Fee
Total:
Amount
$1.80
$0.60
$250.00
$9.00
$2.40
$263.80
Building Department Copy
March 02, 2010
Expiration: 08/28/2010
2
1122 98 Street
Miami Shores, FL 33138-
1132050180370
Block: Lot
BRIAN BARBICK
Type of Work: Re Roof
Additional Info: FLAT ROOF
Classification: Residential
Invoice #
RF -2 -10 -37087
Invoice Total Amt Paid Amt Due
$263.80 $263.80 $0.00
Check #: 1053
1122 NE 98 ST
MIAMI SHORES FL 33138 -2508
Valuation:
Total Sq Feet:
$ 3,000.00
400
For Inspections please call:
(305)762 -4949
Available Inspections:
Inspection Type:
Tin Cap
Final Roof
Roof Review
Roof in Progress
Renailing Affidavit
2
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190
FIRST -CLAS
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SEE OTHER SIDE .,_- ---�--
DO NOT FORWARD
DALEY ROOFING INC RES
DANIEL P DALEV
7 8 NE 106 ST FL 83
MIAMI SHORES
it Eil���ii�„. ii,�li�i „i, „i,iii ►a���ii4�i�i�i
■IV ■ ■V6 Vr 1
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO. 1U�1 U ' � i I ,Q 1/ TAX FOLIO NO.
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/address: //, 01- `Z T
2. Description of improvement: ZS- F
3. Owner(s) name and address:
Interest in property:
• Name and address of fee simple titleholder:
hp
4. Contractor's name and address:
5. Surety: (Payment bond required by owner from contractor, if anry) OF FLOR ?DA, COUNTY OF DADE
Name and address: I HEREBY CEF?T /FY tt. 4 fhis ? . Ls copy of the
Amount of bond $
D 20
WITNESS TNESS f 2 I'rml ?rd J;; C;,7
tl#A1 CLERK « • L - r
ei cl Coo r Couris
D.C.
' e 9
6. Lender's name and address:
7. Persons within the state of Florida designated by Owner upon whom notices or
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 Uenor's Notice as provided
in Section 713.13(1)(b), Florida Statutes.
Name and address:
9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a
different date is s ified)
Signature of Owner
Print Owner's;' Name R 13 4 1 c l
Sworn to and subscribed before me this (la day of rl
123.01-52 PAGE 4 5/07
A-// n/ S 3 3 /- e
/ &
/f? AE 9g£r Ai/fim / d' ,23,/' - 3e
a ) Gill e / ,✓C-
7k LE-/ 0& ST Alf 9 ml S #OXES )
ttittlilltt��j�i 20
* ; • Address: _ 7
Notary Public
Print Notary's Name J1t((CS. '" ``T t �
My commission expires: 5
' - V • e ms'
` uttoo
1 # oo
1111111 1111111111 11111111111111111111 11111111
CFN 201080138106
DR Bk 27198 P9 48434 Ups)
RECORDED 03/02/2010 09:48:42
HARVEY RUVIH, CLERK OF COURT
MIAMI -DADE COUNTY, FLORIDA
LAST PAGE
I her documents may be served as
Prepar d by 7)61/U:01 44
aezi 149
BUILDING
PERMIT APPLICATION
FBC 2004
Permit Type (circle): Building
Cit Nom] .s a• state f-ti
Dig-.Cy /1,004,-/A lc-
Contractor's Address 'V / O(o ST
Contractor's Company Name
City $4 i cSih)(1. -C
Qualifier Name avi ,J
Stag Certificate o b tgi'stration No.
Miami Shores Village 530ZEIFE
FEB 1 9Z010
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
13 a
Building Department
Tel: (305) 795.2204 Fax: (305) 756.8972
mg
Permit No. 1 0 (Da
Master Permit No.
Owner's Name (Fee Simple Titleholder) /L ,64,61cie. Phone # 9 y I i. 7 SD v
Owner's Address /f 2) A oftE qt sr
Zip 33/3g
Tenant/Lessee Name Phone #
Job Address (where the work is being done) ,...117.n
City Miami Shores Village County Miami -Dade
FOLIO / PARCEL #
Is Building Historically Designated YES NO
State (
Zip
�.� Phone # 3 75 2
Zip
Certificate of Competency No
,33136
Phone # 3tT 75 fer Z
Architect/Engineer's Name (if applicable) Phone #
XGOO
Value of Work For this Permit $
4 .
Type of Work: DAddition
Describe Work:
Scanning
Bond $
❑Alteration
Radon $
Square / Linear Footage Of Work: 400
Repair/Replace ❑ Demolition
00i Hen
DNew
s_e
Stz- A r C 4"4
** * ****** **** x* *********** ******* ****** F ********: x********** ***** **** ***********: ***
Submittal Fee Permit Fee $0 CCF $ )' CO /CC
Notary $ Training/Education Fee $ O'COO Technology Fee $ q 40
Zoning $
DPBR $
Code Enforcement $ Double Fee $
Structural Review. $ Total Fee Now Due $ 9-1,34
See Reverse side -,
Bonding Company's Name (if applicable)
Bonding Company's Address
City State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City S e
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 CONDmONERS, ETC
OWNER'S A}'NIDAVIT: 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
Owner or Agent
The foregoing instrument was acknowledged before me this(
day of J , 20/0_, by BR! Pct l a 1 L/G ,
wh. r- sonally known to me o ho has produced
As identification and w I� N NNNter �
�� ,P \SSIONE'• 1: .
v r yA 7 . 2 070 * .
S. .i' o *
Sign: j h 6.•071244.— * •• o e i, o
M' Commission Ex fires: */ / ,' 1/8LiC S1P � ®a
y p J�'1 - 7.`1 C3 AA11111B111\\
NOTARY PUBLIC:
APPLICATION APPROVED BY:
(Revised 07/10/07)
NOT
Sign:
Print
Signature ) • 'Dt LJS--
Contractor
The foregoing instrument was ackno edged be
day off A
,R� ,20lO,by' -g1g
who is personally known to me or who has produced
as identification and who did take an oath.
PUBLIC: ,
^TARY PUBLIC-STATE % F, .nR1DA
C1 A. Y CcAA1CS
My Commission Expires: :,. gCoaniedos #l:- 717523
FxLies: EP. 23, 2011
* ********** * ****+**** * * *** x**** :****************** ****** ******* ****+i<***+x**** **** *' gbatftmme r *
Plans Exaniiner
Engineer
Zoning
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 contrrctgnfaprovide t?ieowner •
with the required roofing permit, and to explain to the owner the content of the section,Tlx provisions ettection •
R4402 govem the minimum requirements and standards of the industry for roofing systeaw`astallations. • •
Additionally, the following items should be addressed as part of the agreement betweernthe•owner ant the • •
contractor. The owners initial in the designated space indicates that the item has been explained. • • • • •
• •
1. � f� • • :' • •
•
Aesthetics- Workmanship: the workmanship provisions of Section 84402 are •
for'hepiirpose of ":'
providing that the roof system meets the wind resistance and water instruction peCforreagce standards. • •
Aesthetics (appearance) are not a consideration with respect to workmanship provisions. AesttrtitlSs'ues . •
such as color or architectural appearance, that are not part of a zoning code, should.t a addressed impart of: •
the agreement between the owner and the contractor. ••••
2. 6 N Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be
renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior
to removing the existing roof system).
3. V Common roofs: Common roofs are those which have no visible delineation between neighboring
units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and /or
owner should notify the occupants of adjacent units of roofing to be performed.
4. 6 6 Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can
be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail
penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the
appearance.
5. IJ -6 Ponding water: The current roof system and /or deck of the building may not drain well and may
cause water to pond (accumulate) in low -lying areas of the roof. Pounding can be an indication of structural
distress and may require the review of a professional structural engineer. Pounding may shorten the life
expectancy and performance' of the new roofing system. Pounding conditions may not be evident until the
original roofing system is removed. Pounding conditions should be corrected.
6. 6 8 Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not
overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if
overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in
accordance with the requirements of Sections R4402, R4403 and R4413.
7, 6 15 Ventilation: Most roof structures should have some ability to vent natural airflow through the
interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be
reduced. It may be beneficial to consider additional venting which can result in extending the service life of the
roof.
a 9
/ bi---/d
Owner /Agent's Signature
Revised on 7/9/2009 LD
Date
CaS A b
Contractor Signature Date
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
FLORIDA BUILDING CODE — BUILDING
Florida Building Code Edition 2007
High - Velocity Hurricane Zone Uniform Permit Application Form.
Sar_tinn A ( nnrii Infra atinn3
Master Permit No. Process No.
Contractor's Name
Job Address //00 Ale 6 /0 S7 1
•
••••
• •
.
Low Slope ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Ile'. •
•
❑ Asphaltic ❑ Metal PaneUShingles ❑ Wood Sh3nglils¢hakeg
Shingles
• • • •
.• •
❑ Prescriptive BUR -RAS 150
ROOF TYPE
❑ New Roof )(Reroofing ❑ Recovering ❑ Repair ❑ Maintenance
ROOF SYSTEM
INFORMATION
Low Slope Roof Area (SF) 40 Steep Sloped Roof Area (SF) Total (SF) 406
Section R /Rnnf Plan)
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains.
Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of
parapets.
14
••••
• •
•• • • •
• • • •
•
• • •
• • • • •
• • •
• ••
• •
•
• •
• • •
••• • • •
• •
••••
Section C (Low Slope Application)
Fill in specific roof assembly components
and identify manufacturer
(If a component is not used, identify as "NA ")
System Manufacturer. ( I r
Product Approval No.: 60 _Odd 0 I
Design Wind Pressures, From RAS 128 or Calculations:
Pmax1: Pmax2: 97 3 Pmax3: 13 )' 't
Max. Design Pressure, from the swig; Product
Approval system: / J
Deck:
Type: IX it
Gauge/Thickness:
Slope: i
Anchor/Base Sheet & No. of Ply(s):
Anchor/Base Sheet Fastener/Bonding Mate, .1:
Insulation Base Layer:
Base Insulation Size and Thi ness:
Base Insulation Faste = Bonding Material:
Top Insulation yer:
Top Insu = on Size and Thickness:
To , nsulation Fastener/Bonding Material:
Base Sheet(s) & No. of Ply(s): 1 P L/ r 7
Baal
%M Y Ss YIGPIs dirAi8da 11r)L4 pS
Ply Sheet(s) & No. of Ply(s): ) t�
Ply Sheet Fastener/Bonding Material:
Top Pty: 1 iQ alo tO
Top Ply Fastener/Bonding Material:
FLORIDA BUILDING CODE — BUILDING
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2007
High - Velocity Hurricane Zone Uniform Permit Application Form.,
Surfacing:
Fastener Spacing for Anchor/Base Sheet Attaj hment:
• •
Field: q" oc # R6W • •� d@ ,, p c ••••
@ Lap,
. • • • •
Perimeter: t/J " oc @ Lap` &Flows 1 7 4 Q " oc ••••
Corner: " oc c Lap, #141:411: (4 • � • ''oc
Number of Fasteners Per Insulation Board: •.
Field
•
Perimeter • • • Corner
• • •
_ET � _ _ .
` iSoP
Illustrate Components Noted and Detr+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
(6, ctigR
•
•
•
Parapet
Height
Mean
Roof
Height
•
•
•
•
••
•
•
• •
•
•
•
•
•
•
•
•
•
MIAMI
COUNTY
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Birdview Skylights
201 Longhorn Road
Fort Worth, TX 76179
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
www.m ldade.Qoy
• •
• •.
•• • -• • •
• • • •
• ••
•
• •
•
•
Scope: This NOA is being issued under the applicable rules and regulations governing the use.caff•consirutti81 . •
materials. The documentation submitted has been reviewed by Miami Dade County Product 4001 Division and
accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas wh •
allowed by the Authority Having Jurisdiction (AHJ).
• • •
•
• •
NOA No. 08. 0611.09
Expiration Date: 07/02/2013
7/11/Z44 Approval Date: 07/31/2008
Page 1
•
•
• •
• •
• •
This NOA shall not be valid after the expiration date stated below. The Miami -Dade dounfk.Produlbt Control • •
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve tamp 10 •
have this product or material tested for quality assurance purposes. If this product or material fails to pe einn 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: Aluminum Framed Polyeaarbonate Domed Skylight.
APPROVAL DOCUMENT: Drawing No. DADE608.1, model "6SF -DADE ", sheets 1 & 2 of 2, prepared by
Birdview Skylights dated February 05, 2008, signed and sealed by Vipin N. Tolat, P.E., on July 08, 2008, bearing
the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the
expiration date by the Miami -Dade County Product Control Division.
MISSILE IMPACT RATING: Large & Small Missile Impact
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the
following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein and the
dome shall be properly marked by GE Plastics.
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 revises & renews NOA # 03- 0303.11 and it consists of this page 1, evidence submitted pages E-1 & E -2
as well as approval document mentioned above.
The submitted documentation was reviewed by Helmy A. Mahar, P.E., M.S.
19.
•
Birdview Skylights
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMrFrED UNDER PREVIOUS APPROVAL #03- 0303.11
A. DRAWINGS
1. Drawing No. EB696, sheets 1 & 1, model "6SFD -DADS , prep4104 Birds: • •
Skylights, dated 07/26/00, with no revisions, signed and sealed byd:A TolaC P.J •
B. TESTS • • •
1. Test report on Large Missile Impact Test per PA 201, Cyclic Lead• pro. IG •
r
203 and Uniform Static air Pressure Test per PA 202, on "Serer
Self Flashing Aluminum/Polycarbonate Skylight ", prepared lby. Testing
Laboratory, report No. K -49362 issued on 09/10/96, signed ant sealed by p C�
Ober, P.E
C.
E -1
• ▪ • •
.. •
•
..
• •
...•
CALCULATIONS
1. Anchor Calculation, sheets 2 through 5, dated 08/21/96 and signed by D. A
Terwilleger, PE.
D. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 00-0718.02 issued to General Electric Company on
09/08 /2000,expiring on 07/02/2003.
2. Extrusion drawings No. BVS X10947 A & BVS 8554 by Tel Tower Extrusions,
LTD for Birdview Skylights.
E. STATEMENTS
1. No change letter issued by Birdview Skylights, on 08/10/2000 and signed by E. Bird
1. No change letter issued by Birdview Skylights on 02/11/03 and signed by G. E. Bird
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. DADE608. 1, model "6SF -DADE ", sheets 1 & 2 of 2, prepared by
Birdview Skylights dated February 05, 2008, signed and sealed by .Vipin N Tolat,
P.E., on July 08, 2008. .
B. TESTS
1. Test report on Large Missile Impact Test per TAS 201, Cyclic Load Test per TAS
203 and Uniform Static air Pressure Test per TAS 202, on "Series 6SF -DADE
Self Flashing Alwninum/Polycarbonate Skylight ", prepared by American Test
Lab of South Florida, report No. 0331.01 -08, dated 05/23/2008, signed and
sealed by William R. Mehner, P.E. and Henry Hattem, P.E.
Hellh A. Makar, P.E., M.S.
Y s �
Product Control Examiner
NOA No. 08-0611.09
Expiration Date: 07102/2013
Approval Date: 07/31/2008
Birdview SkvUehts
C. CALCULATIONS .
1. Anchor Calculation, sheets 1 through 3 of 3, dated 06/09/2008, signed anzd sed7M..
by Vipin N. Tolat, RE • • •
.. • .. • •
• . ..
D. QUALITY ASSURANCE .
1. By Miami -Dads County Building Code Compliance Office. .••••
. • • • • • 1 •
•••• • .•
• .
.. .
E. MATERIAL CERTIFICATIONS .. • .. •
• '..'
1. None.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E -2
• .•
• •
• •
• .•
• • •
y A. Maker, P.E., M.S.
Product Control Examiner
NOA No. 08. 0611.09
Expiration Date: 07/02/2013
Approval Date: 07/31/2008
• • .
• •
• • •
•••• • •
• •
BIRDVIEW SKYLIGHTS
THE CLEAR CHOICE
201 LONGHORN RD. FT. WORTH TX. 76179
TEL:817- 439 -9266 FAX:817-232-8468
SHEET 2OF2
�.
SCALE:NTS
24.952
VIPIN TOLAT •
•
FL. REG. # 12847
15123 LANTERN CREEK LANE
HOUSTON, TX 77068
19
•
. ; 0" SELF - FLASHING
NOTES:
L .078 TYP. WALL THK. EXCEPT AS NOTED.
2. BREAK SHARP CORNGMS .915.R. • • • ..
FULL
CLASS
OLID
• •. • • • *
• • • •••
. . • • • • • • • •
• • • •• • • • . . •
•• • • • • •
••
. • . • •
• • •
PRODUCT �Fmd&
*agog !
• N.L .
6083 -T5
DE NZ
US- X(0947 -A
a.
INA. Rp.
1?
LA.9702
16.255
itla TOWER EXTRU$IORS,LTD.
BIRDVIEW SKYLIGHTS
BVS - X10947 -A
7.0"
1.50"
3.0"
DESIGN PRESSURE RATING
POSITIVE+ 60psf NEGATIVE -80psf
LARGE MISSILE IMPACT RESISTANT
BIRDVIEW SKYLIGHTS
!�( 1
201 L
TEL: I�O1 1 7 2.
DATE 2 -5 -08
TWR AWN RV •F RMRTt
DRAWAIO # DADE608.i
MODEL: 6SF - DADE
SHEET IOF2 SCALE:NTS
1.50"
6.0"
2.373
T
801 /4"
10% 0 SPAN, 4" MIN.
NOTE This design can also be used fbr other smaller skylights
as long as the longside does exceed 105 1/4" and the short side
does not exceed 801/4" and maximum presures do not exceed
positive 60 / negative 80 ps£ and total roof opening dimension
does not exceed 50.875 square foot.
MAXIUM ROOF OPENING DIMENSION 74" X 99"
ALL UNITS EQUAL TO OR LESS THAN 50.875 Sq. Ft.
13@ 71/2" = 9712" 3 7/8" (TYP.)
14 SCERWS LS
FASTENER LAYOUT
LS = LONG SIDE
SS = SHORT SIDE
105 1/4"
GENERAL NOTES
ALL ROOFING DETAILS SHALL COMPLY WITH FBC 2007
4" MINIMUM DISTANCE FROM ANGLE LIP TO ROOF SURFACE IS FOR SHINGLE
OR BUR WITHOUT INSULATION
FOR
INSULATION INSULATION S TO THE 4" AB AND THE
MHEI0
OUTER POLYCARBONATE DOME (GE LEXAN XLIO OR SHEFFEILD MAKROLON SL) 1/8" THICK
— INNER POLYCARBONATE DOME (GE LEXAN 9034 OR SHEFFIELD MAKROLON GP) .100" THICK
#10 X I" HWHSD WITH NEOPRENE WASHER LOCATED 3 7/8"
FROM EACH CORNER AND 71/2" ON CENTER THEREAFTER
3 7/8" (TYP.) TOTAL 50 SCREWS
I AT LOCATIONS
10@ 71/4" = 7212° A,B & C FOR THIS SKYLIGHT.
11 SCREWS SS FOR 0'1 S SIZES
PROVID$17 VI/2" •
ON CENPILR FACLitSIDF.
•
• •••
• • •
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.125" EXT. ALUMINUM ANGLE(6063-T5)
O.E. SILICONE ADHESIVE SEAL ( SCS 1000 )
CONTINUOUS 10164 SANTOPRENE RUBBER OASKET #1409
CONDENSATE GUTTER WITH 0.25" WEEP HOLE
LOCATED AT EACH CORNER
#10 X 3/8" SS HWHSMS LOCATED 3 7/8" FROM EACH CORNER
AND 71/2" MAX ON CENTER THEREAFTER
.090" EXT. ALUMINUM CURB FRAMING (6063 -T5
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ritonscr REVISED
Noe og
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NOTE:
ALL ALUMINUM TO BE 6063 -T5 ALLOY
FULLY MITERED AND WELDED AT CORNERS
— ROOF DECK AND SUPPORT ( DESIGNED BY OTHERS )
SEE GENERAL NOTES # 1
#14 X 1" PAN HEAD LAO SCREW 3 7/8"
FROM EACH CORNER, MAX ON CENTER
7 12". WITH MIN. ROOF DECK
PENETRATION OF 7/8"
VIPDIN. TOLAT
FL. REG. # 12847
15123 LANTERN CREEK LANE
HOUSTON, TX 77068
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
GAF Material Corporation
1361 Alps Road
Wayne, NJ 07470
MIAMI-DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130-1563
(305) 375-2901 FAX (305) 375 -2908
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SCOPE: • • • •
This NOA is being issued under the applicable rules and regulations governing the use ailAtstruction •
materials. The documentation submitted has been reviewed by the BCCO and accepted bYthe,Buildipg. • .
Code and Product Review Committee to be used in Miami Dade County and other areas Miele allov/bd • •
by the Authority Having Jurisdiction (AHJ). •
• • •
This NOA shall not be valid after the expiration date stated below. The Miami- Dad$'epbpty Product
Control Division On Miami Dade County) and/or the AHJ (in areas other than Miaaini Date Cott(( ):.
reserve the right to have this product or material tested for quality assurance purposes; If.thit product or
material fails to perform in the accepted manner, the manufacturer will incur the expense of such tesbny:.
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 RUBEROID 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 revises NOA No. 07- 1203.01 and consists of pages 1 through 31.
The submitted documentation was reviewed by Jorge L. Acebo.
NOA No.: 09- 0224.01
Expiration Date: 11/06/13
Approval Date: 04/08/09
Page 1 of 31
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Membrane Type: APP /SBS Heat Weld
Deck Type 1: Wood, Non- insulated
Deck Description: 19 / 32 " or greater plywood or wood plank decks
System Type E(2): Base sheet mechanically fastened.
Ml General and System Limitations shall apply.
Fire Barrier.
(optional)
Base sheet:
Underlayment or SecurockTM.
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FireOutTM Fire Barrier Coating, VersaShield ® Non - Asphaltic Pi itss -Based • • •
•••• :•• •
N I E�rTM •
GAFGLAS #80 ULTIMATM Base Sheet, STRATAVE• •
A i a � i a b l e , R U B E R O I D ® Modified Base Sheet, R U B E R O I D ® M O ; S e t p o t 1 i , : • • • •
RUBEROID 20, RUBEROID SBS Heat- WejdTM Smooth or RCJIVROID
Heat -Weld 25 base sheet mechanically fastened to deck as descnTh'elow; •
Fastening Options: GAFGLAS Ply 4, GAFGLAS Flex PIyTM 6, GAFGLAS Sheet dr any
of above Base sheets attached to deck with approved annular ring bat& nails, Arid '.
tin caps at a fastener spacing of 9" o.0. at the lap staggered and in two rows 12
o.c. in the field.
(Maximum Design Pressure - 4S psf, See General Limon #7J
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 -Tecni steel plate or Drill -TecTM AccuTrac Plates, I2" 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 - 4.5psf, See General Limfta on #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.S psf, See General Limitation # 7)
GAFGLAS #80 ULTIMATM, RUBEROID ® 20, RUBEROID Mop Smooth, base
sheet attached to deck with approved annular ring shank nails and tin caps at a
fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the
field.
(Maximum Design Pressure - 60psf, 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 psi; See General Liman #7}
Any of above Base sheets attached to deck approved annular ring shank nails and
3" inverted Drill -TecTM insulation plates at a fastener spacing of 9" o.c. at the 4"
lap staggered in two rows 9" in the field.
(MaximwnDesign Pressure -60 psf, See General Limitation #7)
NOA No.: 09- 0224.01
Expiration Date: 11/06/13
Approval Date: 04 /08/09
Page 29 of 31
GAFGLAS 1175 Base Sheet or any of above Base sheets attached to deck with
Drill -TecT' #12 standard, #14 or # 15 Screws and 3" Drill -Tec"' steel plate or
Drill -Teem AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap.
The other rows are equally spaced approximately 9" o.c. in the field of the sheet.
(Maximum Design Pressure — 75 psf,, See General Limitation # 7)
Ply Sheet: (Optional except over RUBEROID Modified Base Sheet, RUBEROID MOP. • • •
Smooth, RUBEROID 20, RUBEROID SBS Heat We1dTM Smooth or • .... •
RUBEROID (ID SBS Heat We1dT') One or more plies GAFGLAS or •• •
GAFGLAS Flex PIyTM 6 shat adhered in a full mopping of apittOttdiasphalt • •
applied within the EVT range and at a rate of 20-40 lbs sq. or RU'BEROID ® Torch
Smooth torch applied according to manufacturer's application ina ' • ons. : •. •
Membrane: One ply of RUBEROID Torch Smooth, RUBERO1D Torch Granule Roof.. • •
Match"' APP Torch Granule, RUBEROID EnergyCapmm Tomh F&,'..'
RUBEROID Torch Plus Granule, RUBEROID EnergyCaprd:Ibtelt Pius FR, er
RUBEROID Torch FR torch applied according to manufacturers apflicatio2 • • ; •
instructions. • • • •
Or
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••••••
One or more plies of RUBEROID SBS Heat- WeIdTM PLUS, RUBEROID SBS
Heat- We1dTM PLUS FR, RUBEROID SBS Heat Weld"M 170 FR, RUBEROID
EnergyCapTM SBS Heat- We1dTM Plus FR, RUBEROID SBS Heat- We1dTM,
RUBEROID SBS Heat Weld"' Smooth, RUBEROID ULTRACLAD SBS
and RUBEROID SBS Heat- We1dTM 25 applied according to manufacturer's
application instructions.
Surfacing: (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top
membrane) Install one of the following:
1. Gravel or slag applied at 400lbs.sq. and 300lbs.sq. respectively in a flood
coat of approved asphalt at 60lbs.sq. or applied in a flood coat of Leak
Buster"' MatriXm 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 lbsJsq.
3. Leak Buster"' MaIrixTM 303 Premium Fibered Aluminum Roof Coating, at
1.5 gal. /sq.
4. Leak BUsterTM MatrixTM 715, Leak BusterrM Matrix'°' 322, TOPCOAT
MB +, TOPCOAT Fireshield Elastomeric Roofing Membrane, applied at 1 to
1.5 gal./sq.
5. Leak Buster"' MaIrixTM 602 MB Xtra Elastomeric Roofing Membrane,
EnergyCote 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.
Maximum Design
Pressure:
See Fastening Above
NOA No.: 09- 0224.01
Expiration Date: 11/06/13
Approval Date: 04/08/09
Page 30 of 31
WOOD DECK SYSTEM LIIVIITATIONS:
1 A slip sheet is required with Ply 4 and Flex Ply'' 6 when used as a mechanically fastened base or anchor
sheet.
2. Minimum 'A" Dens Deck or '/2" Type X gypsum board is acceptable to be installed directly over the wood
deck.
GENERAL LEVIITATIONS: • • • • °.... •
• 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing ° 11aterials Ilikctfigy
for fee ratings of this product. •
2. Insulation may be installed in multiple layers. The first layer shall be attached in compl1m with Wduut
Control Approval guidelines. All other layers shall be adhered in a full mopping of aptitoweaspha't •„ •
•
applied within the EVT range and at a rate of 20-40 lbs sq., or mechanically attached ns the faste in f, •
pattern of the top layer • • • • • • •
3. All standard panel sizes are acceptable for mechanical attachment. When applied;l4f approved asphalt,
panel size shall be 4' x 4' maximum.
4. An overlay and/or recovery board insulation panel is required on all applications hip hosed cell foam
insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied
using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in
three rows, one at each side lap and one down the center of the sheet allowing a continuous area of
ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon
to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs sq.
Note: Spot attached systems shall be limited to a maximum design pressure of -45 ps.
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 Limitatlon #9 will not be applicable.)
8. All attachment and sizing of perimeter milers, metal profile, and/or flashing termination designs shall
conform to Roofing Application Standard RAS 111 and applicable wind load requirements.
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field,
perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced
fastening at enhanced pressure zones (i.e. perimeters, extended comers and comers). (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
APPROVED
NOA No.: 09- 0224.01
Expiration Date: 11/06/13
Approval Date: 04/08/09
Page 31 of 31
IC/P.14,306 Reoftfiz Sygtemi.
Primer: — "Fire Our applied at -nal/Iileoft.
Bases Sici&dt Cee ply 7ype G2 "Ce lt'S Bete Sheer", or e75 Saes Sheer, ritecheneally fastened,
fused.
Membrane: "Ruberoid Torch Granule" tr °Rubered Torch 1' Ceareee ' or "Rubereid Torch Granule awe "Ruberoid Torch PR" heat
50. Beck: C-15/32 Xnellne: 1/2
5
51• Der*: NC..
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Primer: — "Fire Our applied at 1-galli00-It'i.
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se Sheet; — One ply Type G2 "GAFGLAS *75 Base Sheet' or - Tri-ely e75 Base Sheet", roectianeally fentened,
• • • •
P St
ly imt (Optional): — Ore pit Type GI or Type G2. mech
•••••• fastened. • ••
fleasibrano, — ••••••
"Ruberoirl Torch Granule''or "Runerold Torah Granule or "flubee Torch Gr n I 4$ Per `Auibetvokiriforel. Fr hoot •
•
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fused
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IP/el/tie:1/2 ••••
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Ineuleripe (Optional): — Min 1/2 in. wood fiber, mechanically faseined. • • •
Slip Th eet (Optional): — 1 ply "StormSafe" mechanically lastenno. • • • •
B8S0 Shoot: — One ply 'Liberty SlikS Self-Adhering Sase/Ply $heet' cr 'Rubergid SA Sage/Ply Sheer ten aehered. ••••••
• • • •
filerebrarten — One pit "Ruoerold SBS Heat Weld 170 Pp: or 'Aube 30 PR" or 'Ruberold EnergyCep SSS 3 PFC Sr "Ruberttld SBS • •
Hear /Veld Plus FR" beet fused. e • • ••••••
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52. Deck: C-15/3.1 Zneliftei 112
retcalritictri (Optional): -- Any UL Ciassiiied, any thekriess, mechenealty fastened.
@antler Ereere; — minimum 1/2 thildt gyps‘rn board or rninknom 1,/4-in. thick G-P Gypsum Corp "BensCieck 0) Roorooard"
•DensDeLk leriresie Reofboard° or "DensOeck.Purarruerd '" leafbeer0" mechanicelly fastened.
ease Shoo: — One piv "Liberty SeS Self-Adhoring SaseRly Sheet' or "Anberold SA Base/Ply Sheet" self adhered.
Piternisrarte: Ituberoid SEM Heat Weld 170 FR° o:."Reberold 30 Ffr `Tubercle! EnergyCap SSS 30 Fir "Ruberoid S9S
Nett Weil Pius PP." heat faced.
Kl Deck: NC Incline: 1
printer; — "Fire Out' applied at 1
Wane Sheet (Optional): — One ply 'Uberty MA Ease Sheet", mechanically fastened.
Ply Sheet: — One MY "Lanny SBS Self•Adhering Base/Ply Sheet" or "Ruberoid SA /Ply Sheer sal adhered
C4P Sheer: — One ply "Liborti FR SBS 5.ef PR Ca s Sheet" cr "Rubtroil SA Cap FR Sneer self adhered.
54. Dc C-15/32 Incliner 1/2
Printer: — "iro Out' aPi:Iled at 1 - 0a:/n 041° .
Slip Sheet (Optionel):. — I ply "StrirmSafe" mechanicaiiy
5 Stmt — One ply "Liberty PIA Base Sheer, re rci fastenee.
Ply Sheet: — One ply lebertt SEM $ eff-Adhering Base/Ply ht' or "Ruboroici SA Base/Ply Sheer sel adhered.
Cep Sheet; One ply "Liberty FR Sas Sel FR Cap Sheer or "Ruberold SA Cap FR Siteer It adhered.
5S Deck: NC Incline; 1
56. Brack: NC Incliner 1
ease Sheet: — Two or more pligo Type G:). "GAPCLAS t75 base Sheer or '1ri ;IS Base $e", mechanically fantenet
Membrane: — One ply "RubsrQicl SS linat Yield Pius FR' cr "Ruberoid SI3S Heat Weld 170 FR" heat welded in place.
Page 14 of48,
%insulation (Optional): — Perlite, fiber glass, polyisocyenurate, urethane or perlite/polyinoryanurate eomposite, offset 6-in. from
yoints.
kleee Slued: One sr more plies Type G2 "GAVGLAS $76 ease Sheer, or "Tn-Ply *75 ease Sheer, or Type G3 "GAFGLA5 Mlneral
Surfaced Cap Sheet", gr 'Tri-Ply Mineral Surfaced Cap Sheet'', hot mopped or mechanically fastened.
Ply Sheet (Optional); — One or more plies Type G1, fire moppeo in place.
g — One Ph? "Aubei Torch Smooth' or "Ruberold Mop Smooth".
Membrane: — One ply "Anberoid Moo FA''.
%mu (Optional): — Polyisoryanurate, viand fiber, parlita, lass fiber, a ay thickness, hot mopped or mechanically fastened
Baser Sheets e- One or mere piles Type G2 "GoVGLAS F7S ease Sheer, $7S Base Sheer, reeenarileally fastsned.
Ply Sheet — or more ptie5 Rib,oi 20". !it mopped in place
Membrane: — One ply "Ruberoid SBS Heat mr r Ituberoei PR' heat wfikled place
57 Deck: E/32 1 i d rei 1/2
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`' FEB 2 2 2010 g
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Miami Shores Village
APPROVED
BY
DATE
ZONING DEPT
BLDG DEPT
/
u• I Tld
SUBJECT O CCMPUANCE WITH ALL FEDERAL
STATE AND CCUNiY RULES AND REGULATIONS
•
`' FEB 2 2 2010 g
B Y:
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Inspection Number: INSP - 135983 Permit Number: RF -2 -10 -262
Scheduled Inspection Date: March 10, 2010
Inspector: Bruhn, Norman
Owner: BARBICK, BRIAN
Job Address: 1122 NE 98 Street
Project: <NONE>
Miami Shores, FL 33138-
Contractor: DALEY ROOFING INC
Building Department Comments
RE -ROOF FLAT ROOF WITH MODIFIED TURCHDOWN
SYSTEM. REPLACE OLD SKYLIGHT (4X4)
Passed i Qf
Failed
Correction
Needed
Re- Inspection
Fee
March 09, 2010
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspector Comments
ec,
For Inspections please call: (305)762 -4949
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Flat
Phone Number
Parcel Number 1132050180370
Phone: (305)754 -9892
Page 12 of 24
July 15, 2010
Inspection Date: July 15, 2010
Inspector: Bruhn, Norman
Owner: BUTLER, JOHN
Job Address: 500 NE 102 Street
Miami Shores, FL 33138-
Project: <NONE>
Building Department Comments
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP - 137471
Permit Number: DGT -3 -10 -370
Contractor: IMBURGIA CONSTRUCTION SERVICES, INC.
For Inspections please call: (305)762 -4949
Permit Type: Decks/Gazebos/Trellises
Inspection Type: Final
Work Classification: Deck - Wood
Phone Number
Parcel Number 1132060171070
Phone: 305/525 -5707
Page 1 of 1
Passed
Inspector Comments
e'lc_
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled
re- inspection fee is paid.
until
July 15, 2010
Inspection Date: July 15, 2010
Inspector: Bruhn, Norman
Owner: BUTLER, JOHN
Job Address: 500 NE 102 Street
Miami Shores, FL 33138-
Project: <NONE>
Building Department Comments
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP - 137471
Permit Number: DGT -3 -10 -370
Contractor: IMBURGIA CONSTRUCTION SERVICES, INC.
For Inspections please call: (305)762 -4949
Permit Type: Decks/Gazebos/Trellises
Inspection Type: Final
Work Classification: Deck - Wood
Phone Number
Parcel Number 1132060171070
Phone: 305/525 -5707
Page 1 of 1