RF-14-983Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-221668
Scheduled Inspection Date: October 16, 2014
Inspector: Rodriguez, Jorge
Owner: STEELMAN, FRANCINE
Job Address: 25 NE 110 Street
Miami Shores, FL 33161 -
Project: <NONE>
Contractor: BLUE PANTHER ROOFING & CONSTRUCTION CORP
lsunamg uepartment comments
RE- ROOF FLAT
09/25/2014 - Bounce Ck#420 for $44.00. No Inspection or
Reviews until amount pending of $44+$25=69 is paid. As
Permit Number: RF -5-14-983
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Flat
Phone Number
Parcel Number 1121360040290
INSPECTOR COMMENTS False
Phone: (305)807-1058
No Additional Inspections can be scheduled until
re -inspection fee is paid.
October 15, 2014 For Inspections please call: (305)762-4949 Page 26 of 29
Inspector Comments
Passed
CREATED AS REINSPECTION FOR INSP-221498. CREATED AS
REINSPECTION FOR INSP-221412. CREATED AS REINSPECTION FOR
INSP-221358. CREATED AS REINSPECTION FOR INSP-219699.
CREATED AS REINSPECTION FOR INSP-219627. CREATED AS
Failed
❑
REINSPECTION FOR INSP-219531. CREATED AS REINSPECTION FOR
INSP-219383. CREATED AS REINSPECTION FOR INSP-213071.
CREATED AS
Missing renailing affidavit and Uplift test
Correction
❑Needed
NO LADDER / PERMIT
CANCELLED BY FRANSICO
Re -Inspection ❑
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid.
October 15, 2014 For Inspections please call: (305)762-4949 Page 26 of 29
RE: Permit #, – 5 -4 -
INSPECTION
-4"
Miami shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
INSPECTION AFFIDAVIT
DATE: Le)a Q – L �-
I ®re 110, V)Q licensed as a (n) Contractor/ Engineer/ Architect,
(Print name and circle License Type) FS 468 Building Inspector
License MCC C, 13 Z, rmj 9 6 g
On or about_q p- V2– ` l 4 11 /- q 14—, 1 did personally inspect the roof deck nailing
(Date & time)
work at C I 10�' s� 6
CID rev Fc—
(Complete Job Site Address)
Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit
Manual (Based on 553.844 FS)
Signature
State of Florida
County of Dade:
The undersigned, being the first duly swom, deposes and says that he/she is the contractor for the above property
mentioned.
Swom to and subscribed before me this %% day of 04;%W
Notary Public, Sate of Florida at Large :,��`Y ° MARLoN A. zAPATA
•# My Comm. Expires Aug 22, 2016
COmmtssion # EE 185041
a
,'' "` +�`• Bsf*d Through NftW
Nor Assn.
'General, Building, Residential, or Rooting Contractors ore n u e on. Include photographs of each plane of the roof wfth
permit # and address # clearly shown marked on the deck for each inspection
Blue Panther Roofing
8608 Northwest 196 Terrace
Miami, Florida 33015
Project: ROOF TILE Ulpurlr� IRT
Dear Sirs;
Residential Home
25 Northeast 1 TO Street
Miami Shores Florida
Information provided by client.-
Permit
lient:Permit Number: RF -5-14-983
Date Completion: October 13, 2014
1/1-1 Roofing Politracthr: Bluee Panther Roofing
Project $ui r.- 144935
(Testing Laboratory Certificate i# 11-0715.04)
In accordance with ,your request and au
Corporation completed the Rgof Tile T�plf
performed in. general accordance kith , leo,
procedure for field ver%fication ofthe bondin
attached, rigid, discontinuous roof systems.
bbr%zation, a representative of Redeh Engineering
Tog at this aho�i ferenced project:. This testing was
fins Application Standard TAS No.106 -- Standard
ofmortar or adhesive set the system and mechanically
The total of the tested roof surface area was less than I0000:square feet, and the mean height of the
roof is less than deet above growad Tice. ','1ie type oftile used for this project was reported to
be conczretel0141oot Tile. This tile was reported to hei�ve been foamed in place.
At the time of our inspection, the entire area of the roof was examined for loose tiles. Not less than
one (1) tie in ten (10) of all components in the field area and one (1) file in five {5) of all tiles in the
Perimeter and comfier areas were physically examined. A minimum of one (1) test per every two (2)
squares in the fild,-one (1) test Per :square in the perimeter area, ridge caps and (1) in the comer
areas wore,conducted
Reileh 8ngineering Corporation appreciates the opportunity of assisting you in this project. If you
have any questions or if we may be of further assistance, please do not hesitate to contact the
undersigned.
Respectfully submitted;
Reileh Engineering Corporation
M& mad Sonny Salleh, P.E.49014
Project Manager
TILE ULJFT IM
Residential Home
25 Northeast 110 Sheet
Miami Shores, Florida
Reileh Engineering Corporation » Project Number - 14-0935 — Page 2 of 3
Report of
'BILE UPLIFT TEST
for
Residential Home
25 Northeast 110 Street
Miami Shores, Florida
Project Number: 14-0935
-Test Number
Test Load b
Test Status
1
35
Pass
2
35
Pass
3
35
Pass
4
35
Pass
Test 1-2 Corner, 3-4 Perimeter
Reileh Engineering Corporation -- Project Number - 14-0935 — Page 3 of 3
Af'f'". ROOF fff I.00AfM MV DIAMION5
OF
aMp -U Poor
4 s q
2
FLAP �Oo�
TE5T TLE
PFAM R - 20 5F
O Ma CAP T5t IACAfION
FEW - O
COUP - ZO 5F
COimp - 2
PEIINMP V15MUE, a - 3'
L MNOIE5 WO5� TU
IM CAP - O
COW AICA - 5'X 5'
Af'f'". ROOF fff I.00AfM MV DIAMION5
IN Pi11�i
BUILDING
PERMIT APPLICATION
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
❑BUILDING ❑ ELECTRIC ❑ ROOFING
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS
JOB ADDRESS: 25 Iv 4�7 1, 1 0
E` 3 } -
OCT 0 2 2014
'BY:
FBC 20ID
Master Permit No. 42C_-11-4 ClY 3
Sub Permit No.
EVISION ❑ EXTENSION ❑ RENEWAL
❑ CHANGE OF ❑.CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
City: Miami Shores Countv: Miami Dade Zip:
Folio/Parcel#: Is the Building Historically Designated: Yes NO
'Occupancy Type: Load: Construction Type: l Flood Zone:
OWNER: Name (Fee Simple Titleholder): CC1 L , V), (2 I ee ` G
Address: Z,
City: M C aAt State: C--
Tenant/Lessee Name:
BFE: FFE:
Email:j
CONTRACTOR: Company Name: _Rlu
e e' O e v-
Vff_ (V�Phone#: -3 — "B O I 516
Address: Jy
3 -IV
City: C&JA '1
State:
Zip:
Qualifier Name: O C A
G f e L' G a ,q ./
Phone#:
State Certification or Registration #:
C �. �( 1®
Certificate of Competency #:
DESIGNER: Architect/Engineer:
Phone#: 1
Address:
City: State: Zip:
Value of Work for this Permit: $
Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑
Alteration ❑ New
❑ Repair/Replace i `❑ Demolition
Description of Work: e I
L ®t V1(�� ��
cP C g Gt c, L _� o"
-
e4 color P1co�ar thriji,, t�
,F
v 4
�i1 QY4 i�4 t` Jdndl 4471
mit Fee $ r CCF $
Scanning Fee $
v
Radon
Fee $
DBPR $ Notary $
Technology Fee $
Training/Education Fee $
Double Fee $
Structural Reviews $
Bond $
TOTAL FEE NOW DUE $
(Revised02/24/2014)
Bonding Company's Name (if applicable)
Bonding Company's Address
City State
Mortgage Lender's Name (if applicable) _
Mortgage Lender's Address
City
State
Zip
ME
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 ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the, notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
a��
k-�
Signatu 1 Signature
OWNER or AGENT CONTRACTOR
The foregoing instrument was acknowledged before me this
day of 0 e � moi'( . 20 (' . by
'tyo,.r&-tt -aAq, :\ who is personally known to
me or who has produced �wbra�v. O �� as
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
MARLON A. ZAPATA
Notary Public - State of Florida
My Comm. Expires Aug 22, 2011
Commission # EE 195041
Bonded Thrmmh Mart.. o u_.___ .
The foregoing instrument was acknowledged before me this
day ofc�T . 20 1t , by
who is personally known to
me or who has produced ��.,. ib 1MA as
identification and who did take an oath.
NOTARY PUBLIC:
Sign: f --
Print: qk
MARLON A. ZAPATA
Seal: r° `p'--_ Notary Public - State of Florida
. •_ My Comm. Expires Aug 22. 2016
ComnUBelon # EE 195041
Bonded Through Nadona! Notary Asp►.
APPROVED BY V(s/'7 l Plans Examiner
Structural Review
(RevisedO2/24/2014)
Zoning
Clerk
Florida Building Code Edition 2010
High Veiociiy. Hurricane Zone Uniform Permit Application Farm
® Sec#ion C (Low Simed Roof System)
aanIn
Specientify c Roof Assembly Components
d Identify ManufactLrer
{If a component is nosed, identi as "NA")
System Manufacturer:
NOA No.: r �_
Design Wind Pressures, Frn- RAS 128 or Calculations:
S�PPmaz1; ' max2 Pmax3:
Max. Design Pressure, FroL he Specific NOA
system: ®°
Deck:
Type: '®
Fastener"Spacing
for Anchor/Base Sheet
Attachment
Field: ".oc @> Lap, # Rows @ ^ o0
Perimeter: 4L oc @ Lap, # Rows @ ° oc
Corner: " oc @. Lap, #Rows @ '.oc
Number of Fasteners Par insulation
Board
Field: Perimeter Corner
v� Illustrate Components Noted and
Gaugelrhickness: Details as Applicable:
Slope:. .�. Woodblocking, Gutter, .Edge Ter3il�i�tT$n, 6606..
r Stripping; Flashing, ConfIratidu4 Cleat,..Qant 66
Anchor/Base Sheet & No. ofPly(s):. trip, Base Flashing, •�,Q�pter- >c`�srtjtg, 0.00:0
oping, Etc. •
An f or eet F enpr on di teria Indicate: Mean Roof HeigAto.o arapet Height, :...0:
d� �e. ,9 Height of Base Flashing, Zo`A4nent OdUriai,
Material Thickness, Fasten'el"rypa, Fta Nner
Insulation Base Layer: Spacing. or Submit ManufBeV60i. De*tlg t'fpt •••••
Comply with RAS 111 and Chapter Me • • • • • • • •
Base Insulation Size and Hess: A •
•
Base Insulation Faste er/Bonding Material: 0 ;"••• 0 0
Top Insulation Layer:FT. • • •
&VIC
Top Insulation Size and Thickness:
Top Insulation Fastener/Bonding Material:
Base Sheet(s) & No. of
Base Sheet Fastener/Bonding. Material:
Ply Sheet(s) & No. of Ply(s):
0 /DfiZ ��s
--��
Parapet
Height
look �
Mean
Roof
Height
Ply ShWpja r/Bn ng pate a:
Top Ply: F.&P J
� F- ''o I I Miami Shores Village
Building Department
AUG 2 u
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
w T ,, 0 2204 Fax: (305) 756-8972 Lai/:
4 ON IN
ONE NUMBER: (305) 762-4949
: FBC 20
Y
BUILDING � Master Permit No. j �.� e L w � 03
PERMIT APPLICATION Sub Permit No.
❑BUILDING ❑ ELECTRIC ROOFING REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
/ CONTRACTOR DRAWINGS
JOB ADDRESS: c S /�+�' �. I ET
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name
Address:
city: �j(,Q L(r
Tenant/Lessee Name:
Email
CONTRACTOR: Company Name: -
Address: 411 30
City: "22,
Qualifier Name:
Zip: '(oi
Phone#:1 1A
Phone #: <
V01
State Certification egistration #: cez d 6!2 Certificate of Competency #:
Zip: '3/
spa lofs
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit: $= S®® Square/Linear Footage of Work: Q f- `CL 7-94-
A inType of Work: i ion Yation 0 ��� ��
yp ❑New ep r emolition
.•� � OTIAU AROVAL3.IA ..... ,
De sc iption of Work: ti r ;
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 ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, 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 commenceme'ntmust be pasted at the job site
for the first'ilaspection which occurs seven (7) days after the building permit,,is isfued. In the absence of such posted notice, the
inspection will not be pproved and a reinspection fee will be charged.
Signatu Signature
OWNER or AGENT CONTRACTOR
The foregoing instrument cknowledged before me this TKelo-regoing instrument waj acknowledged before me this
day of 20 T by 30 day of / _�f` :O 20 / � . by
who is personally known to . who is personally known to
me or H o ha produced t,,O� eZc&Wf'6as me or who roduced YtZ Abees® mar^ lamas
ide ficat' n a ho di an ath. identi atio and did take
TA C• NO ARY U
`+'i'�•., ALEJANDRA BRITO u'e� ALEJANDRA BRIT:Florida Notary Public • State of Florida Sig Notary Public - State of
0.2018
=s
�.
''••:'�.,.. _.°r Commission • FF 101837 p ,,o?�'� Commission / FF 101837
Seal: - - - meal:
APPROVED BY Plans Examiner Zoning
Structural Review _- Clerk
(RevisedO2/24/2014)
r�
Miami Shores Village
APPROVED BY
DATE
ZONING DEPT
f HURRICANE ZONES
®LD
G DEPT �
3 ..
nt � �
F0
SUBJECT TO COMPLIANCE WITH ALL FEDERAL.tRl
`TATE AND COUNTY RULES AND REGULATIONS r .
Florida Building Code Edition 201 "'
Section A (General Information)
Master Permit No. Process No.
Contractor's Name - cJ GVI G C/ C)
Job Address Z eJ 4 ! d- �-
ROOF CATEGORY
Lel Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tile
❑ Asphaltic ❑ Metal PanellShingles ❑ Wood Shingles/Shakes
Shingles
❑ Prescriptive BUR -RAS 150
ROOF TYPE
❑ New Roof WR/woofing ❑ Recovering ❑ Repair ❑ Maintenance
ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF)
18 9 --4;L-- .0 '14-
4996
Section B (Roof Plan) 40.0•••
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scupfArs,•overflew • • -
scuppers and overflow drains. include dimensions of sections and'W611, clearry •
Imenslons or elevatea pressure zones and location of paragon
•i •� 4444 �
IV
_... •
•
•+ • • •
------------
r'-• to j ... - � , :..f •! �t .t •. ••�.. i � F
. r ��•@,�—. •.+er;' `�• ~ � tom. � . y . ..,� � "1';�a+
:2-6`
1•••
1•
4444••
•
4444••
4444•
4444••
•
•
•
4444••
4444••
Florida Building -Code Edition 2010
High Velocity Hurricane Zone Uniform Permit Application Form
Section C fLow Sloped Roof System)
Fill In Specific Roof Assembly Components
and Identify Manufactprer
(If a component is not used,2AJ
as "NA")
System Manufacturer: .�
NOA No.:
Design Wind Pressures, Frnrn RAS 128 or Calculations:
Pmax1: Z max2: 7/7 Pmax3: 1409 V
Max. Design Pressure, From the Specific NOA
System: _ f`" SZ®
Fastener Spacing for Anchor/Base Sheet
Attachment
Field: I. oc @ Lap, # Rows X @ " oc
Perimeter: ^ oe @ Lap, # Rows @ " oc
Corner: " oc @ Lap, # Rows @ oc
Number of Fasteners Per Insulation
Board
Field: Perimeter Corner
Deck: ype' *A4
vp Illustrate Components Noted and
Gauge/Thickness: JIRDetails as Applicable:
Slope: Woodblocking, Gutter, Edge Termination,
'—� Stripping, Flashing, Continuous Cleat, Cant
Anchor/Base Sheet & No. OfPiy(s): trip, Base Flashing, Counter- Flashing,
oping, Etc.
An hor eet F enter on
a di terial• Indicate: Mean Roof Height, Parapet Height,
a� Height of Base Flashing, Component Material,
Material Thickness, Fastener Type, Fastener
Insulation Base Layer; Spacing or Submit Manufacturers Details that
Comply with RAS 111 and Chapter 16.
Base Insulation Size and ThI Hess: �-�
Base Insulation Fasteer/Bonding Material:
Top Insulation layer:
Top Insulation Size and Thickness:
Top Insulation Fastener/Bonding Material:
Base Sheet(s) & No. of
Base Sheet Fastener/Bonding Material:
Top Ply„A,s/Bond' Mia'
Surfacing:
FT
.••.
1r-
.0000•
•
ir
�.
arapel .�.
••�
'Height • •
0000••
•666••
66•
66 •
•
•06
. 06
66666
•�
. • •
•0609•
0.000
. .
000009
can
0
00
•
000000
�lelght:• .:9
6
•
•0600•
60
• 6000
• 9
•
000•
MIAMPM MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DMSION T (786)315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE OA wwtiF.miamidade.govlecanomr
GAF
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 and accepted by Miami -Dade County RER -Product Control Section 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 Section
(in Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform 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. RER reserves the right to revoke this acceptance,
if it is determined by Miami -Dade County Product Control Section 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
including 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 anj there has bee • o Ohan e
in the applicable building code negatively affecting the performance of this product. • • • g • • • • 0 •
.. . •• • •
. .
TERMINATION of this NOA will occur after the expiration date or if there has been a to`Lision or change in the. • • • •.
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an er doeve dent of any product,: • • • •:
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure tv eemply Witt artysection• • • • •
of this NOA shall be cause for termination and removal of NOA. 96:06:
• • • • •
.. .. . ......
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, F1a10r1ft •$nd followed by the •.
expiration date may be displayed in advertising literature. If any portion of the NOA is dispiayed, then it -06614 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 and renews NOA No. 07-1219.09 consists of pages I through 17.
The submitted documentation was reviewed by Juan E. Collao, R.A.
MIAMFDADE COUNTY
NOA No.: 13.0424.09
Expiration Date: 11/04/14
Approval Date: 10/31/13
Page 1 of 17
ROOFING SYSTEM APPROVAL
Category:
Roofing
Sub -Category„
BUR
Material:
Fiberglass
Deck Tyne-
Wood
Maximum Desi n Pressure:
-75 psf
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE ]
Test Product
Product Dimensions Specification _Description
GAFGLAS®#75 Base 39.37' (1 meter) ASTM D 4601 Type II asphalt impregnated and coated glass mat
Sheet Wide base sheet.
GAFGLAS® #80 Ultima' 39.37' (1 meter)
Base Sheet Wide
GAFGLAS' F1exPly— 6
GAFGLAS® Ply 4
GAFGLAS® Mineral
Surfaced Cap Sheet
GAFGLAS® EnergyCap'
BUR Mineral Surface
Cap Sheet
39.37' (1 meter)
Wide
39.37" (1 meter)
Wide
39.37' (1 meter)
Wide
ASTM D 4601 Type II asphalt impregnated and coated, fiberglass
base sheet.
ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt
coating.
ASTM D 2178 Type IV asphalt impregnated glass felt with asphalt
coating.
ASTM D 3909 Asphalt coated, glass fiber mat cap sheet surfaced
with mineral granules.
39.37" (l meter) ASTM D3909 Asphalt coated, glass fiber mat cap sheet surfaced
wide with mineral granules with factory applied
EnergyCote'"
GAFGLAS® Stratavene
Eliminator
39.37" (1 meter)
ASTM D 4897
Fiberglass base sheet coated of both sidg s*. 0't�h
Perforated
Wide
asphalt. Surfaced on the 15gtj0m;ide witD mLneral
000000
•
Venting Base Sheet
granules embedded in asWjt r,goatingjvjt f%ctory....,•
.
perforations. •
GAFGLASO Stratavente
39.37' (1 meter)
ASTM D 4897
0 0 0
A nailable, fiberglass base sheet impreinatea-and
Eliminator Nailable
Wide
coated on both sides with as Malt. Surf cedon the
p• +
•
Venting Base Sheet
, • • •
bottom side with mineral >Wes emb;ddec??n
• *see
asphaltic coating.
......
•
Ruberoid® SBS Heat-
We] dm Smooth
39.37' (1 meter)
ASTM D 6164
Non -Woven Polyester mai coated with* or -
Wide
modified asphalt and smooth euc#aced.
:....:
Ruberoid® SBS Heat-
39.37" (1 meter)
ASTM D 6164
Non -Woven Polyester mat coated withpbtpmer-
•
Weld"m 25
Wide
modified asphalt and smooth surfaced.
Ruberoid® 20
39.37' (1 meter)
ASTM D 6163
SBS modified asphalt base sheet reinforce with a
Wide
glass fiber mat.
MIAWR$DE COl1N7Y NOA No.: 13-0424.09
• ' Expiration Date: 11/04/14
Approval Date: 10/31/13
Page 2 of 17
I
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Product
Dimensions
Test
Specification
Product
Description
Ruberoido Mop Smooth
39.37" (t meter)
ASTM D 6164
Non -woven polyester mat coated with polymer -
wide
modified asphalt and smooth surfaced.
FireOut� Fire Barrier
5, 55 gallons
Proprietary
Low VOC, water based fire barrier coating.
Coating
VersaShiele Fire
350 sq ft. roll
ASTM D 226
Non -Asphaltic Fiberglass -Based Underlayment.
Resistant Roof Deck
Protection
Topcoat® Surface Seal 5 gallons ASTM D 6083 Solvent based sprayable thermoplastic rubber
SB sealant designed to protect and restore aged roof
surfaces and to increase a roofs reflectivity.
APPROVED INSULATIONS:
Product Name
EnergyGuarr Polyiso Insulation
EnergyGuar,P RA Polyiso Insulation
EnergyGuarC RN Polyiso Insulation
EnergyGuarC Perlite Roof Insulation
EnergyGuardTM Perlite Recover Board
EnergyGuarC RA Composite Polyiso
Insulation
TABLE 2
Product Description
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Perlite insulation board.
Perlite recover board
Polyisocyanurate foam insulation with high
density fiberboard or Permalite perlite
insulation
SecurocO Gypsum -Fiber Roof Board Gypsum roof board
Structodeko High Density Fiber Board High density fiber board
KLMODADE COUNTY
�.. f
Manufacturer
(With Current NOA)
GAF
GAF
GAF
GAF
GAF
6 •
• • . •
000000 •• • 604900
000.06 • . .
• 4 J4SG Corppratypn 0 • • • •
Blt e'M ge FilterBbard, Inc' • •
00444. . • .....
4 .4....
.. .. . ......
• • • • •9000•
•0000•
• • • •
•
000 •4.94•
00 0 0009 • •
NOA No.: 13-0424.09
Expiration Date: 11/04/14
Approval Date: 10/31/13
Page 3 of 17
MlA1MJ DE OUNTYIM NOA No.: 13-0424.09
�IniwfflaExn1ration Date: 11/04/14
Approval Date: 10/31/13
Page 4 of 17
APPROVED FASTENERS:
TABLE 3
Fastener
Product
Product
Manufacturer
Nu._ummbe
Naine
Description
Dimensions
(With Current NOM
1.
Drill -Tec'" # 12 Fastener
Insulation fastener for steel,
various
GAF
wood & concrete decks.
2.
Drill -Teem #14 Fastener
Insulation fastener for steel,
various
GAF
wood & concrete decks.
3.
Drill -Tec'" XHD Fastener
Carbon steel extra heavy duty
Various
GAF
fastener used in steel decks.
4.
Drill -Tec"" ASAP 3S
Drill-TecTM #12 Fastener
Various
GAF
with Drill-TecTm 3" Standard
Steel Plate
5.
Drill -Tec"' 3" Steel Plate
Round galvalume stress plate
3" round
GAF
used with Drill-Tec'w
fasteners.
6.
Drill-TecT" 3" Standard Steel
Round galvalume plated steel
3" round
GAF
Plate
stress plate with reinforced
ribs for use with Drill -Tec'"
fasteners.
7.
Drill -Tec`" AccuTracoFlatAZ-SS
aluminized steel plate
3" square
GAF
Plate
for use with Drill -Tec"" #12
Fastener, Drill -Tec'.. #14
Fastener and Drill -Tec"' #15
Fastener.
8.
Drill -Tec'" AccuTraco
Galvalume Steel plate for use
3" square
GAF
Recessed Plate
with Drill -Tec"` fasteners.
0000
• Goo 0000
0000•0
90 0
• 9 •
690.66 •• .
9406•8
000000 •
• 9
0000 00
•0000•
0000 • •a
09:60
••969• • •
• • •400••
•
•969•
•• •• •
•06.9•
•
969966 •
•
**sofa
• 9 6
60 9 sees
%*sx9
6 •
MlA1MJ DE OUNTYIM NOA No.: 13-0424.09
�IniwfflaExn1ration Date: 11/04/14
Approval Date: 10/31/13
Page 4 of 17
EVIDENCE SUBMITTED:
Test Agencx
Factory Mutual Research Corp.
PRI Asphalt Technologies, Inc.
IRT of S. Fl.
Trinity I ERD
MIAWQADECO IVTy
Test Identifier
J.1.2B8A4.AM
J.I.3B9Q I .AM
J.I.ODOA8.AM
J.1. OD 1 A&AM
J.I.OY9Q5.AM
3029832
GAF -084-02-01
GAF -314-02-01
GAF -315-02-01
GAF -276-02-01 Rev
GAF -276-02-02
GAF -270-02-02
02-005
02-014
G6850.08.07-1
G34140.04.11-4
G30250.02.10 -3-R 1
G34140.04.11-5
G34140.04.11 -5-R1
G34140.04.11-2
Description
Date
4470
07/02/97
4470
01/08/98
4470
07/09/99
4470 - TAS 114
07/29/94
4470 - TAS 114
04/01/98
4470 - TAS 114
05/11/07
ASTM D 6083
05/09/06
ASTM D 2178
08/23/11
ASTM D 2178
08/23/11
ASTM D 6083
12/16/10
ASTM D 226
11/15/10
ASTM D 226
11/l5/10
TAS 114
01/18/02
TAS 114
03/22/02
ASTM D 3909
08/13/07
ASTM D 6401
04/25/11
ASTM D 3909
11/26/12
ASTM D 4897
04/25/11
ASTM D 4897
10/18/13
ASTM D 6163
04/25/11
0000
0
. 69
69 69
6969..
"069.0
6969
6969
.
6969....
. 69
6969.
69
6969....
000000
0
6969..
6969
6969....
0
69 69 0
690
0069698
6969....
. .
6969....
00000
6969 6969
.
0606:6
00
:00:0:
. .
. 0
6969....
6969000.
0 0 69
6969 0
00690
6900000
0 0
0000
NOA No.: 13-0424.09
Expiration Date: 11/04/14
Approval Date: 10/31/13
Page 5 of 17
Deck Type 1:
Wood, Non -insulated
Deck Description:
19/32'r or greater plywood or wood plank decks
System Type E:
Base sheet mechanically fastened.
All General and System Limitations shall apply.
Fire Barrier:
FireOutTM Fire Barrier Coating, VersaShieldoFire Resistant Roof Deck Protection or
(optional)
SecurockTM Gypsum Fiber Roof Board.
Base sheet:
GAFGLAS" #80 UltimaTM Base Sheet, Stratavent® EliminatorTM NaiIable Venting Base
Sheet, Ruberoid® 20, Ruberoid SBS Heat-WeldTM Smooth or Ruberoids' SBS Heat-
WeIdTM 25 base sheet mechanically fastened to deck as described below;
Fastening Options:
GAFGLASO Ply 4, GAFGLAS® FlexPlyTM 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 FlexPlyTM 6, GAFGLAS® #75 Base Sheet or any of above
base sheets attached to deck with Drill-TecTM #12 Fastener or Drill-TecTM # 14 and Drill-
TecTM 31° Steel Plate, Drill-TecTM AccuTrac2' Flat Plate or Drill-TecTM AccuTrae
Recessed Plate 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are
equally spaced approximately 12" o.c. in the field of the sheet.
(Maximum Design Pressure –45 psf, See General Limitation #7)
GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above base sheets t
attached to deck with approved annular ring shank nails and tin caps at a fastener spacing
of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field.
(Maximum Design Pressure –52.5 psf, See General Limitation #7)
see
GAFGLAS®#80 UltimaTM Base Sheet, Rub eroid' 20, RuberoidSMop•Smooth, lbmsheet 90—:6
attached to deck with approved 1'/" annular ring shank nails and inverted 3" stet yt4e at a •
fastener spacing of 9" o.c. at the 4" lap and in two rows staggered h of I fasten&%pllcing of* • • • •
9" o.c. in the center of the membrane, 000000 •
6666..
(Maximum Design Pressure –60 psf, See General Limitation #I)
6666 . .. 6666.
GAFGLAS #75 Base Sheet or any of above base sheets attached tv delk with l�r;ijI.0 jecTM • •: • • 0
#12 Fastener or Dri ll-TecTM #14 Fastener and Dri l l-TecTM 3" Steel Platte, Dri IkTecTM .... • •
AccuTraco Flat Plate or Drill-TecTM AccuTraco Recessed Plate :?"'Q.L;in 4 rows' One '
row is in the 2" side lap. The other rows are equally spaced apprbximattly 9" 9" A the
field of the sheet.•
. 6666..
(Maximum Design Pressure –60 psf, See General Limitation #7)0 0 '*900
0'
6904
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.
(Maximum Design Pressure –60 psf, See General Limitation #7)
MIAMI Ave cOU"1111 NOA No.: 13-0424.09
Expiration Date: 11/04/14
Approval Date: 10/31/13
Page 15 of 17
•
• • 9999 ••!9••
9999•• •• • 9999••
•
9999••
9999 0a • •
9999 • •• •9.0•
•
9699•• • •
0
0
66•
• • 9999••
•• •• • 960••0
6.9.0• • ••
• • • •
♦ • • •
0090•0
• • 0
• • •
• • • 969• •
MIAMI-DANOA No.: 13-0424.09
"' • ► Expiration Date: 11/04/14
Approval Date: 10/31113
Page 16 of 17
GAFGLAS' #75 Base Sheet or any of above base sheets attached to deck with Drill-TecTM
#12 Fastener or Drill-TecTM #14 Fastener and Drill-TecTM 3" Steel Plate, Drill-TecTM
AccuTrac4O Flat Plate or Drill-TecTM AccuTrae Recessed Plate 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 LI`nitation #7)
Ply Sheet:
One or more plies of GAFGLAS® Ply 4 or GAFGLASO #80 Ultima Base Sheet adhered in a
full mopping of approved asphalt applied within the EVT range and at a rate of 2040
lbs./sq.
Cap Sheet:
(Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS®
EnergyCapTM BUR Mineral Surfaced Cap Sheet adhered in a :full mopping of
approved asphalt applied within the EVT range and at a rate of 2040 lbs./sq-
Surfacing:
Optional on granular surfaced membranes; required for smooth membranes. Chosen
components must be applied according to manufacturer's application instructions
1. Gravel or slag applied at 4001bs./sq. and 300 lbs./sq, respectively in a flood
coat of approved asphalt at 60 lbs./sq.
Maximum Design
2. Topcoat® Surface Seal SB applied at Ito 1.5 gal./sq.
Pressure:
See Fastening Above
•
• • 9999 ••!9••
9999•• •• • 9999••
•
9999••
9999 0a • •
9999 • •• •9.0•
•
9699•• • •
0
0
66•
• • 9999••
•• •• • 960••0
6.9.0• • ••
• • • •
♦ • • •
0090•0
• • 0
• • •
• • • 969• •
MIAMI-DANOA No.: 13-0424.09
"' • ► Expiration Date: 11/04/14
Approval Date: 10/31113
Page 16 of 17
WOOD DECK SYSTEM LIMITATIONS:
I A slip sheet is required with GAFGLASO Ply 4 and GAFGLAS® Flex PlyTm 6 when used as a mechanically fastened
base or anchor sheet.
2. Minimum Y4!' Dens DeckTM Roof Board or'/" 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 lbsJsq., or mechanically attached using the fastening pattern of the top layer
3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size
shall be 4'x 4' maximum.
4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations
when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot
mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at
each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the
strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt
application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be
Iimited 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 IV., as
tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below
275 Ibf. 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 Professional Engineer, Registered 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 Rooling App1t cats n • •
Standard RAS i 17. •
7. Perimeter and corner areas shall comply with the enhanced uplift pressure re uireme6..Q• hese areas •Fastenq•l•+• • •
densities shall be increased for both insulation and base sheet as calculated in compliance Wth Roofiag Applicatiot0•••:
Standard RAS 117. Calculations prepared, signed and sealed by a Florida registSred*RrofessiSnal.Enginee*....•
Registered Architect, or Registered Roof Consultant (When this limitation is sperdfit&Vy refVrr%d�withitt+•••
this NOA, General Limitation #9 will not be applicable.) •• •• `••...
8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing terminatiod NQgs shall coftorm to %
Roofing Application Standard RAS I I I and applicable wind load requirements. + 0 :...:. 060000 60000
9. The maximum designed pressure limitation listed shall be applicable to ail roof pressurazones{i.e. field +0000:
perimeters, and comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced �:�ming 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 9N-3 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
MIAMbDA duNTY NOA No.- 13-0424.09
Expiration Date: 11/04/14
Approval Date: 10/31/13
Page 17 of 17
r . '
E
TGFU.R1306
Roofing Systems
GAF MATERIALS CORP
1361 ALPS RD
WAYNE, N3 07470 USA
ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT
4. Deck: C-15/32
Class A
Incline: 1
R1306
Slip Sheet (Optional): -- Red rosin paper, nailed to deck.
Insulation (optional): -- Any thickness perlite or wood fiber or glass fiber or
polyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening
System" or any UL Classified insulation adhesive.
Base Sheet: — One ply Type G2 "GAFGLAS® #75 Base Sheet" or "Tri-PIy® #75 Base
Sheet" (may be nailed).
Ply Sheet: -- One or more plies Type G 1 "GAFGLAS® Ply 4" or "Tri -Ply® Ply 4" or
GAFGLASO Ply 6".
Cap Sheet: --- One ply Type G3 "GAFGLAS4D Mineral Surfaced Cap Sheet" or "Tri-
PlyO Mineral Surfaced Cap Sheet" or "GAFGLAS® EnergyCap rm BUR Mineral
Surfaced Cap Sheet." ."'00
Surfacing (optional): -- "TOPCOAT® EnergyCoteTM" applied at a rate0gf1:ga1/I0Q
...... ...
......
Copyright Q 2011 Underwriters Laboratories Inc. 0
The appearance of a company's name or product in this database does n8fUNelf asIvia:0
0060
that products so identified have been manufactured under UL's Follow-Vp*0�r0vice. anlx
000':0
those products bearing the UL Mark should be considered to be Listed 4id eolered under.
....;.
UL's Follow -Up Service. Always look for the Mark on the product.
. . ..
......
UL permits the reproduction of the material contained in the Online Certification 0.00
Directory subject to the following conditions: 1. The Guide Information, Designs and/or
Listings (files) must be presented in their entirety and in a non -misleading manner,
without any manipulation of the data (or drawings). 2. The statement "Reprinted from the
Online Certifications Directory with permission from Underwriters Laboratories Inc."
must appear adjacent to the extracted material. In addition, the reprinted material must
include a copyright notice in the following format: "Copyright 0 2011
Miami Shores Village
Building Department MAY 14 2014
I 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 By,
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
JJ FBC 20
BUILDING Master Permit No. RF 1 -L !9( 3
PERMIT APPLICATION Sub Permit No.
BUILDING
ELECTRIC
[q ROOFING
REVISION
EXTENSION
RENEWAL
PLUMBING
MECHANICAL
OPUBLICWORKS
❑ CHANGE
CONTRACTOR
CANCELLATION
[:] SHOP
DRAWINGS
I
JOB ADDRESS: Z19 p
Q) E, 1
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#:
Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
. OWNER: Name (Fee Simple Titleholder): FC �e_ 7—
Address (_�' /4-t7 l leanL
City: 0 01 f State: M Zip:
Tenant/Lessee Name: t Phone#:
il
Email: e,,
CONTRACTOR: Company Name: lis ®fF✓t h(ti (� 0 (�'��� Phone#: 2,05 lwy ? ®J�
Address: q(' 30 5 ec/ / ��.
City: /-' //
Qualifier Name:
:Phone#:
State Certification o egistration #:�,('_ 13a 49 9 9 . Certificate of Competency #:
Address._, City: State: Zip:
Value Work fpr this Permit. $. Square/Linear Footage of Work: Z Q
Ty}sF�W�Ir�--��t��t��teration /❑New Q Repair/Replace []Demolition °
Specify color of color thru tile:
Submittal Fee $ Permlt Fee $ CCF $ CO/CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $
Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
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 ubject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first insp tion which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will n t e approved and a reinspection fee will be charged.
/In
Signatu
O1 Owner or Agent Contractor
d
The foregoin instrument was acknowledged b re me this .7 The foe g instrument was acknowledged before me thisf ft-
day of �, 20 ZJ by IF*9 JW LWA.1day of 20 by ��� e'... ®rt�!-R
who is personally known to me or who has produced ` who is personally known to me or who has produced
o? SElc CA 000
-
AAs identification and who did take an oath. as identification and who did take an oath.
!�'o.."""",., MARLON A. ZAPATA
NOTARY PUBLIC: NOTARY PUBLI . "�04�v PVB�6
A NotaryPublic State of Florida
..-M Comm. Expires Aug 22, 2016
[salon 8 EE 195041
Sign: Sign: NdThmu buffo Nolary Am.
Print: 4 Notary Public State ofFloride Print:
ury Martinez
My Commission Expire' My Commission FF 019208 My Commission Expires:
Alow Expires06/19/201T
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)(Revised 5/2/2012)(Revised 3/12/2012) )(Revised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007)
I
. , CERTIFICATE OF LIABILITY INSURANCE
Date
5/13/2014
Producer: Lion Insurance Company
This Certificate Is issued as a matter of information only and confers no
2739 U.S. Highway 19 N.
rights upon the Certificate Holder. This Certificate does not amend, extend
Holiday, FL 34691
or alter the coverage afforded by the policies below.
Insurers Affording Coverage NAIC #
(727) 938-5562
Insured: South East Personnel Leasing, Inc. & Subsidiaries
2739 U.S. Highway 19 N.
Holiday, FL 34691
Insurer A: Lion Insurance Company 11075
Insurer a:
Insurer C:
Insurer D:
Insurer E:
Coverages
The policies of Insurance listed below have been Issued to the insured named above for the policy period Indicated. Notwithstanding any requirement, term or condifion o any contractorotherdocument
with respect to which this certificate may be Issued or may pertain, the insurance afforded by the policies described herein Is subject to all the terms, exclusions, and conditions of such policies. Aggregate
limits shown may have been reduced by paid claims.
INSR
LTR
ADDL
INSRD
Type of Insurance
Policy Number
Policy Effective
Date
Policy Expiration
Date
Limits
(MM/DDNY)
(MM/DD/YY)
GENERAL LIABILITY
Each occurrence
Commercial General Liability
Claims Made 13 Occur
Damage to rented premises (EA
occurrence)
Med Exp
Personal Adv Injury
General aggregate limit applies per.
General Aggregate
Policy
[J Project 1:1
Products
Products - Comp/Op Agg
AUTOMOBILE LIABILITY
Combined Single Limit
Any Auto
'
(E4 Accident)
S
Bodily Injury
All Owned Autos
Scheduled Autos
(Per Person)
Bodily Injury
Hired Autos
Non-Owned Autos
(Per Accident)
Property Damage
(Per Accident)
EXCESS/UMBRELLA LIABILITY
Each occurrence
Occur 1:3Claims Made
Aggregate
Deductible
A
Workers Compensation and
WC 71949
01/01/2014
01/01/2015
X
I WC State-
OTH-
Employers' Liability
tory Umits
ER
E.L Each Accident
$1,000,000
Any propnetodpartner/executive officer/member
excluded? NO
E.L Disease - Ea Employee
$1,000,000
If Yes, describe under special provisions below.
E.L. Disease - Policy limits I
$1,000,0130
Other
Lion Insurance Company is A.M. Best Company rated A- Excellent). AMB * 12616
Descriptions of Operations/LocationsNehicles/Exclusions added by Endomement/Special Provisions: Client ID: 91-67-745
Coverage only applies to active employee(s) of South East Personnel Leasing, Inc. & Subsidiaries that are leased to the following 'Client Company":
Blue Panther Roofing & Construction Corp
Coverage only applies to Injuries Incurred by South East Personnel Leasing, Inc. & Subsidiaries active employee(e_ while working in: FL
Coverage does not apply to statutory employee(s) or Independent contractor(s) of the Client Company or airy other entity.
A list of the active employee(s) leased to the Client Company can be obtained by faxing a request to (727) 937-2138 or by calling (727) 938-5562.
Project Name:
ISSUE 05-13-14 (ND)
SaWn Date 3119/2014
CERTIFICATE HOLDER CANCELLATION
CITY OF MIAMI SHORES
Should any of the above described policies be cancelled before the expiration data thereof, the Issuing
BUILDING DEPARTMENT
Insurer will endeavor to mail 30 days written notice to the certificate holder named to the lett, butfailure to
do so shall Impose no obligation or liability of any kind upon the Insurer, Its agents or representatives.
10050 NE 2ND AVE.
MIAMI SHORES, FL 33138
�%
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNERS'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department Date:—��`-�--
10050 NE 2nd Ave
Miami Shores, FI 33138
Re: Owner's Name:
Property Address: a
Roofing Permit Number:
Dear Building Official:
11V4:fWU" ' h certify that I am not required to retrofit the roof to wall connections of my
building because:
�he just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad
valorem taxation.
-The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions
41994#ition of the South Florida Building Code (1994 SFBC)
State of Florida
County of Dade
The undersigned, being the first duly s
Sworn to and subscribed before me th
Notary Public, Sate of Florida at Large
When the Just valuation of ft structure for pc
SFBC. Then you must provide a building appkation from a General Contractor for the Roof to wall connection Humane Mitigation.
1s Li_ pnLl n-
Print Name
Dma-..a .... Cn4 nmol
_4
MAY .14 W4
CITYHIGH -VELOCITY HURRICANE ZDNW
Florida Buiidirid"Code EdMon 2010
Section A (General Information)
Master Permit No. q �1 Process No.
Contractor's Name „L �1 ____� �/i 19 R_ (0®r'C � 9
Job Address
ROOF CATEGORY
Low slope ❑ Mechanically Fastened Tue ❑ MortaNAdhesive Set Tile
❑ Asphaltic ❑ Metal Panel/Shingies ❑ Wood Shingles/Shakes
Shingles
❑ Prescriptive BUR -RAS 150
ROOF TYPE
13 Now Roof �Rerooflng ❑ Recovering ❑ Repair ❑ Maintenance
ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF)
' S
_ ectlon B (Roof Plan)
Roof Pian: Illustrate all levels and sections, roof drains, scuppers, overflow
s and overflow drains. Include dimensions of sections and levels, clearly
0' r
Florida Building Code Edition 2010
High Velocity Hurricane Zone uniform Permit Application Form
Section E (Low SioMd Root Svst�m)
Fill in Specific Roof Assembly Components Fastener Spacing for Anohor/Base Sheet
and identify Manufacturer Attachment
(if a component is not used, identiil, $ "NA-)
00
System Manufacturer: Field: " oc (q7 Lap, tat Rows " oc
NOA No : _' �%aq
Perimeter "oc @ Lap, #E Rows �a " oc
44
Design Win essures, Fram RAS 128 or Calculations:
Corner. ac 0 Lap, # Rows @ oc
Amaxt:—Pma)2< _Pmax3&
Number of Fa enera Per Insulation
Max. Design Pressure, From the Specific NOA Board
System:
Field: Perilmeter Corner
Deck:
Type: 74r
_
Gaugefrbiclsness: �/°�
Illustrate Components Noted and
Details as Applicable:
Skspg; e �,
Woodblocking, Gutter, Edge Termination,
AnchorBaseSheet & No. ofPiy(s):•�
Stripping, Flashing, Continuous Cleat, Cant
Strip. Bass Flashing, Counter- Flashing,
Coping, Etc.
An ase Sheet r/B0 V Arial:
�
irate: Mean Roof Height, Parapet Height,
.�.
Height of Base Flashing, Component Material,
Insulation Base Layer._ ���
Material `thickness, Fastener Type, Fastener
opacing or Submit Manufacturers Details that
A -
Base Insulation Sizeandihickness: /X41
.,ompiy with RAS 111 and Chapter 16.
-dlr. A w
Bg suation F n rBond' Mate ' I:i6xv
4404
Top Insulation ysr.
FT.
Top Insulation Size and Thickness:
�-7t
Top Insulation Fastener/Sonding Material: .
Y 6.AHeight
Base Shest(s) & No. -of Ply(s):..
FTA
Base
,w„
Roof
Piy Sheet(s) & No. of Ply41ry.,►
Height
Aly $ F s• r/B g
Top P15r,
Top Pt Bon M
SUrfaClrfg: .
WD
MIA.W-DARE COiTWY
PRODUCT CONTROL SEC77ON
DEPAR'TM•Er'T OF REGULATORY AND ECONOMIC RESOURCESRER 11805 SW 26 Street, Room 208
)WARD AND CODEA1}MI:�"iS7i2ATI0iV DIVISION 1 ) Muni, Rarida 33 175-2474
NOTICE OF ACCEPTANCE (NOA) i (786.mi 594 P 315-2599
_ �v»w.miztnidadeza_vleconamf
GAP
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 and accepted by Miami -Dade County RER.-Product Control Section 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 Section
(In Miami Dade County) and/or the AHJ (in areasother 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. RER reserves the right to revoke this acceptance,
if it is determined by Miami -Dade County Product Control Section 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
including 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 sates, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
Of this NOA shalt 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 and renews NOA No. 07-1219.09 consists of pages I through 17.
The submitted documentation was reviewed by Juan E. Collao, R.A.
r1tAMtntaz�aCOU � {J— NOA No.. 13-0424.09
Expiration Date: i1/04/14
Approval Date: 10/31/13
Page I of 17
ROQFjNG SYSTEM APPRovAL
LU920a:
Roofing
sub-Cat
BUR
M terial:
Fiberglass
Beck Tne`
Wood
MSAtnuau Dion, Pres re-
-75 psf
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Test Product
Produc Dimeusiou. Sect cation Description
GAFGLAS #75 Base 39.37" (1 meter) ASTM D 4601 Type 1I asphalt impregnated and coated glass mat
Sheet Wide base sheet.
GAFGLAS #80 Ultima"" 39.37" (1 meter)
Base Sheet Wide
GAFGLAS® FlexPly' 6 39.37" (i meter)
Wide
GAFGLAS® Ply 4 39.37' (1 meter)
Wide
ASTM D 4601 Type 11 asphalt impregnated and coated, fiberglass
base sheet.
ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt
coating.
ASTM D 2178 Type IV asphalt impregnated glass felt with asphalt
coating.
GAFGLAS® Mineral
Surfaced Cap Sheet
39.37' (1 meter)
ASTM D 3909 Asphalt coated, glass fiber mat cap sheet surfaced
Venting Base Sheet
Wide
with mineral granules.
GAFGLAS®EnergyCap
BUR Mineral Surface
39.37' (1 meter)
ASTM D3909 Asphalt coated, glass fiber mat cap sheet surfaced
Cap Sheet
wide
with mineral granules with factory applied
Ruberoido SBS Heat
Weld'" Smooth
39.37" (1 meter)
EnergyCote'"
GAFGLAS' Stratavente'
Eliminator Perforated
39.37" (1 meter)
ASTM D 4897 Fiberglass base sheet coated on both sides with
Venting Base Sheet
Wide
asphalt. Surfaced on the bottom side with mineral
Wide
granules embedded in asphaltic coating with factory
Ruberoie 20
39.37" (1 meter)
perforations.
GAFGLAS' Stratavents
Eliminator Nailabie
39.37" (1 meter)
ASTM D 4897 A nallable, fiberglass base sheet impregnated and
Venting Base Sheet
Wide
coated on both sides with asphalt. Surfaced on the
bottom side with mineral granules embedded in
asphaltic coating.
Ruberoido SBS Heat
Weld'" Smooth
39.37" (1 meter)
ASTM D 6164 Non -Woven Polyester mat coated with polymer -
Wide
modified asphalt and smooth surfaced.
Ruberoido SBS Heat
Weld'" 25
39.37" (1 meter)
ASTM D 6164 Nan -Woven Polyester mat coated with polymer -
Wide
modified asphalt and smooth surfaced.
Ruberoie 20
39.37" (1 meter)
ASTM D 6163 SBS modified asphalt base sheet reinforce with a
Wide -
glass fiber mat_
Muuytaoarss cauntrr NOA No.: 13-0424.09
Expiration Date: 11/04/14
Approval Date: 10/31/13
Page 2 of 17
TRADE NA11+WS'OF PRODUCTS MANUFACTURED OR LABELED
SB
sealant designed to
protect and restore aged roof
By APPLICANT:
surfaces and to increase a roofs reflectivity.
APPROVED INSULATIONS:
TABLE 1
Product
Di a ons
Test
SEecMCation
Product
Description
Ruberoido Mop Smooth
39.37' (1 meter)
ASTM D 6164
Mon -woven polyester mat coated with polymer.
With Current NOA)
G
wide
Polyisocyanurate foam insulation
modified asphalt and smooth surfaced.
FireOut'" Fire Barrier
Coating
5, 55 gallons
Proprietary
Low VOC, water based fire barrier coating.
VersaShiele Fire
Resistant Roof Deck
350 sq ft. roll
ASTM D 226
Non -Asphaltic Fiberglass -Based Underlayment,
Protection
EnergyGuard" RA Composite Polyiso
Polyisocyanurate foam insulation with high
GAF
Topcoat® Surface Seal 5 gallons ASTM D 6083 Solvent based sprayabie thermoplastic rubber
SB
sealant designed to
protect and restore aged roof
surfaces and to increase a roofs reflectivity.
APPROVED INSULATIONS:
TABLE 2
Product Hame
Product Descrit3tion
Manufacturer
EnergyGuarC Polyiso Insulation
Polylsocyanurate foam insulation
With Current NOA)
G
EnergyGuare RA Polyiso Insulation
Polyisocyanurate foam insulation
GAF
EnergyGuard- RN Polyiso Insulation
PoIyisocyanurate foam insulation
GAF
EnergyGuarcr Perlite Roof Insulation
Perlite insulation board.
GAF
EnergyGuardr'a Perlite Recover Board
Perlite recover board
GAF
EnergyGuard" RA Composite Polyiso
Polyisocyanurate foam insulation with high
GAF
Insulation
density fiberboard or Permalite Perlite
insulation
Securocke Gypsum -Fiber Roof Board
Gypsum roof board
USG Corporation
Structodee High Density Fiber Board
High density fiber board
Blue Ridge FiberBoard, Inc.
I CA . DECOu NOA No.: 13.0424.09
Expiration Date: 11104/14
approval Date: 10/31/13
Page 3 of 17
APPROVED FASTENERS:
APPHOY�C!
Mapufactnrer
(With Current NOM
GAF
GAF
GAF
GAF
GAF
GAF
GAF
GAF
NOA No.: 13-0424.09
Expiration Bate: 11/04/14
Approval Date: 10/31/33
Pa?e 4 of 17
TABLE 3
Fastener
Product
Product
N' uMber
.Name
Description
Dimensions
1.
'Drill -Tec ##12 Fastener
Insulation fastener for steel,
various
wood & concrete decks.
2.
Drill -Tec" #14 Fastener
Insulation fastener for steel,
various
3.
Drill -Tec"' XHD Fastener
wood & concrete decks.
Carbon steel extra heavy duty
Various
4.
Drift -Tec'" ASAP 3S
fastener used in steel decks.
Drill -Tec #12 Fastener
Various
with Drill-TecTM 3" Standard
5.
Drill-Tecr" 3" Steel Plate
Steel Plate
Round galvalume stress plate
3" round
used with Drill -Tec
fasteners.
d.
Plate Tec"` 311 Standard Steel
Round galvalume plated steel
3" round
Plate
stress plate with reinforced
ribs for use with Drill -Tec"
fasteners.
7.
Drlli-Tec"' AceuTraca Flat
AZ -SS aluminized steel plate
3" square
Plafie
for use with Drill -Tec"' #12
Fastener, Drill -Tee #14
Fastener and Drill -Tec"' #15
S.
Drill -Tec"° AccuTrac'a
Fastener.
Galvalume Steel plate for use
3"
Recessed Plate
with Drill -Tec*" fasteners.
square
APPHOY�C!
Mapufactnrer
(With Current NOM
GAF
GAF
GAF
GAF
GAF
GAF
GAF
GAF
NOA No.: 13-0424.09
Expiration Bate: 11/04/14
Approval Date: 10/31/33
Pa?e 4 of 17
EVAAIENcE SuBMiTTED;
Test AU—mv
Test Te � t " er
Oescjb2fion
Dafe
Factory Mutual Research Corp.
J.X. 2B8A4.AM
4470
07/02/97
J.I.3B9Q1-AM
4470
01108198
J.T. ODOAB.Am
4470
07/09/99
J -T. OD1A8.AM
4470 - TAS 114
07/29/94
J.T. OY9QS.AM
4470 - TAS 114
04/01/98
3029832
4470 - TAS 114
05/11/07
PRI Asphalt Technologies, Inc.
GAF -084-02-01
ASTM D 6083
05109/06
GAF -314-02-01
ASTM D 2178
08/23/11
GAF -315-02-01
ASTM D 2178
08/23/11
GAF-276-02-OlRev
ASTM D 6083
12/16/10
GAF -276-02-02
ASTM D 226
11135110
GAF -270-02-02
ASTM D 226
11/15/10
IRT of S. Fl.
02-005
TAS 114
01/18/02
02-014
TAS 114
03/22/02
Trinity I ERD
(36850.08.07-1
ASTM D 3909
08/13/07
634140.04.11-4
ASTM D 6401
04125/1 I
630250.02.10-3-R1
ASTM D 3909
11/26/12
(334140.04.11-5
ASTM D 4897
04/25/11
634140.04.11 -5 -RI
ASTM D 4897
10/18/13
034140.04.11-2
ASTM D 6163
04/25/11
AE ItNTY NOA No.: 13-0424.09
Expiration Date: 11/04/14
Approval Date: 10/31/13
Page 5 of 17
APPROVED ASsEmBLms
Deck Type 11: Wood, insulated
Deck description: 99I3-" or greater plywood or wood plank
System Type A: Anchor sheet mechanically fastened, all layers of insulation adhered with approved FF asphalt.
All General and System Limitations shall apply.
One or more layers of any of the following insulations.
ksulation Layer .Insulation Fasteners Fastener
(Table 3) IW
De t3'litZ
E uardT anon, EnergyGnard ' o insuiairon
oly' on l2A omposite
Minimum 1" thick N/A
NIA
EnergyGuarffu Perlite Recover Board
Minim W'
N/A NIA
EnergyGuardTx Perlite Roof Insulation
Minimum 3/" thick
N/A N/A
Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the
EVT range and at a rate of 20-40 lbs/100 fe. Please refer to Roofing Application Standard RAS 117 for
insulation attachment, Composite insulation panels may be used as a top layer placed with the polyisocyanurate
side facing down. GAR requires either a ply of GAFGLAS* Stratavene nmmatorTm Perforated Venting Base
Sheet laid dry or a layer of EnergyGuardrm Perlite hoof insulation or wood fiber overlay board on all
isocyanurate applications.
Fire Harrier; FireOutTm Fire Barrier Coating, VersaShielde Fire -Resistant Roof Deck Protection or
(optional) Securocka Gypsum Fiber Roof Board.
Anchor sheet; GAFGLASa No UitimaTm Base Sheet, GAFGLASO Stratavente EliminatorTM Nailable
Venting Base Sheet, Ruberoidrv20, RuberoidO SBS Heat WeidTm Smooth or Ruberoido
Heat-WeldTM 25 base sheet mechanically fastened as described below;
Fastening options: GAFGLAe Ply 4, GAFGLAS" Flex P]yTM b, GAFGLASO #75 Base Sheet or any of above
anchor 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 held.
{Maximum Design Pressure —45 psJ, See General Limitation #7)
GAFGLASO Ply 4, GAFGLAS" F1exP1yTM 6, GAFGLAS® 975 Base Sheet or any of above
anchor sheets attached to deck with Drill-TecTm #I2 Fastener, Drill -Teem 014 Fastener and
Drill-TecTu 3" Steel Plate, Drill-TecTM AccuTrae Flat Plate or Drill-TecTM AccuTrace
Recessed Plate 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally
spaced approximately I2" o.c. in the field of the sheet.
(Maximum D4*n Pressure -4S psJ, See General Limztgtion #7j
:I ADEC�+
q IVOA ilia.: 13-4424.09
• Expiration Date: 11/04/14
Approval Date: 20131/13
Page 6 of 17
n
Base
Ply Sheet:
APPROVED
GAFGLAS®FIexPlyTat 6, OAFS Base Sheet or any of above anchor sheets
attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of
9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field.
(Maximum Design Pressure 52,5 psf, See General ,Limitation #7).�..�. .
GAFGLAS#80 UltimaTM Base Sheet, Ruberoid®20, Ruberoid Mog mS ooth, base sheet
attached to deck with approved I %" 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 —6# psf, See General Linr&ation #7)
GAFGLAS #75 Base Sheet or any of above anchor sheets attached to deck with Drill-
TecTM #12 Fastener, Drill-TecTM #14 Fastener and Drill-TecTM 3" Steel Plate, Drill-Teeru
AceuTrae®Flat Plate or Drill-Tec7m AccuTrae Recessed Plate 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 CieneralLirnitaiion #7)
Any of above anchor 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" tap staggered
in two rows 9" in the field.
(Maximum Design Pressure —60 psf, See General Limitation #)
GAFGLAS 475 Base Sheet or any of above anchor sheets attached to deck with Drill-
TecT-If #12 Fastener or Drill-Tedm 414 Fastener and 3" Drill-TecTM 3" Steel Plate, Drill-
TecTM AccuTrac* Flat Plate or Drill-TecTM AccuTrae Recessed Plate 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)
Optional) Install one ply of GAFGLAS #75ft Sheet, GAi=GLAS #80 UltimaTM Base
Sheet, GAFGLAS Stratavent.0 1?iinqWm Pettia ted Venting Base Ruberoide
Mop Smooth, Ruberoid 20 ube SBS S or eroie eat-
WeldT� 25 directly overt top layer of insulatia with any a mopping
asphalt applied within the EVT range and at a rate of 20-40 lbs./sq; (see General Limitation
#4).
Orae or more ali�rp��;T,a_ PL y 4 GAFGLASe Flex PIyTM 6 sheet or GAFGLAS'#80
Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT
range and at a rate of 20-401bsdsq.
NOA No.: 13-4424.09
Expiration Date: 11/04/14
Approval Date: I0/31/13
Page 7 of 17
Cap -Sheet:
Surfacing:
Maximum Design
Pressure:
APPR4YED J
(Optional) One ply of GAFGLASO Mineral Surfaced Cap Sheet or GAFGLASo
EnergyCa0*m BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved
asphalt applied within the EVT range and at a rate of 2040 lbs./sq.
Optional on granular surfaced membranes; required for smooth membranes. Chosen
cozr+ponents must be applied according to manufacturer's application instructions.
I . Gravel or slag applied at 4001bsJsq. and 300 lbs./sq. respectively in a flood coat
of approved asphalt at 60 IbsJsq.
2. Topcoat® Surface Seal SB applied at Ito 1.5 galJsq.
See Fastening above.
NOA, No.: 13-0474.09
Expiration Date: 11/04/14
Approval Date: 10/31/13
Page $ of 17
WOOD DECK SYSTEM LriWATIONS:
1 A slip sheet is required with GAFGLASe Ply 4 and GAFGLAS® Flex PIyTm 6 when used as a mechanically fastened
base or anchor sheet.
2. Minimum 1/" Dens DeekTu Roof Board or 1/2" Type X gypsum board is acceptable to be installed directly over the
wood deck
GENERAL LRMTATiom.
I. 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 lbsJsq., or mechanically attached using the fastening pattern of top layer
3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size
shalt 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 IT in each ribbon to allow cross ventilation. Asphalt
application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be
limited to a maximum design pressure of 45 psf.
S. 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.
b. 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 Professional Engineer, Registered 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 l 17.
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 milers, metal profile, and/or flashing termination designs shall conform to
Roofing Application Standard RAS 1 I I 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 (i.e. perimeters, extended corners and corners). (When this limitation is specifically
referred within this NOA, General Limitation #7 will not be applicable.)
10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 9N-3 of the Florida Administrative Code,
END OF THIS ACCEPTANCE
NOA No- 13-0424.09
Expiration Date: 11/04/14
Approval Date: I0131/13
Page 17 of 17
TGFU.Ri3O6 - Roofmg Systems
TGFUA1306
Rooting systems
Path Anrr.�
Roofing Systems
"` eco orar information farRaoflna Sv&W-8
OAF MATERIALS CoitP
1363 ALPS RD
WAYW N3 07470 USA
R1306
Page I of 3
"AubgrokV 20"ado nheroid�l 20 N7" or "RuberoidCg
followinllowing t:iarslflcadonS. ase MO(Med BSheet" may be uWtzed as an alternate to Type 02 base sheets in arty of the
Wqn' tlddt (Mh*num) gypsum board cr U -n. thick (mfmmum) Georgla-Pathic Gypsum LLC *DensDeck@ Roofboard,• "�Jer�oeck Primed
Rooftmard" or "Densoedc OuraGuerd"" Roofboard" may be used In any existing noncombualbie deck Ciaiiwncaacn. When this is done, the resulting
roofing system Is acceptOblo for use over combustible (15132 -in, thick minimum] roof decics However, the butt pints in fire gypsum hoard and
minimum of 6- Gypsum LLC "DensDecnCtt a ofbaard�-06n0eck Prime& Roofboard" or'DeisDedc ouraGuardi°" ttoofboard" are to offset a
minimum of 6 -in. with the butt joints in the roof deck, If PolYstyrena Is Part of the roof system, It must be placed below the overlayment board.
Multiple Plies of "GAFGLAS@ Ply 4" or "Tri -Ply@ Ply 4" or IM -Ply@ ply 6" may be adhered to Georgia-Pacific Gypsum LLC "DensDeck 0
Rootboard," "DensDeck Prime@ Roofboard" or "Dens0eck ouraGuard'" Rgotboard" in but rooting asphalt
"Ener9YGuard0 Ultra" is an acceptable alternate to "EnergyGu8M@ RI' in any applicable Classifcation.
'GAP Stratavent® Et]minatvrTM Ventfng Base sheet (Naflabley' may be mechanically
recover over existing roof systems, attached or hot mopped over noncombustible decks and as a
"GAFGLASp PeritTe Insulation' may be utrUce6 as a cover board over'Energyssuard@ RF" insulation in any of the following systems.
Unless
is
POSYstyrene referennee0 inanyof roof
he foifowwiing Classficati�ts IAtff u to ed, adhered
with
h in PPI n asphalt or urethene insulation adhesive.
References to glass fiber fnsulatfan include "EnOrgYGuaM Fiberglass Insulation".
ASPHALT FELT SYSTEMS Wird HOT RO0FXNG ASPHALT
TYPO G2 asphalt glass mat base sheet ("GAPGfAS9 P75 Base Sheat" or "Tri-Plyo #75 Base Sheet,, or GAFGL AS(D #lip ULTIMA") is a suitable
alternate for Type G i asphalt glass fiber ply sheet ("GAFGLAS@ Ply 4" or "Tri-Ny@ Ply 4 , or IWGLASO Ply 6") in the Class A, $ or C roof
systems lndiceted below.
The roof deck may first be covered with one ply Type 62 asphalt saturated glass mat base sheat `GAF Stratavente J31n ratorw Venting Base
Sheet (Perforated)" or "call $Oe se'sh Slimu
hot roofing asphalt and na0able base sheets Vtor" Venting Base Sheet (Mailable)." Perforated bare sheets to be loose laid or fully adhered with
are to ba mecharaeaily attached gmnufe side down.
As an option Type G2 asphalt glass mat base sheet ("GAMLAS@ 075 Base Sheet" "Tri•Piyrgl g 75 Sale Sheet" or "GAF6LAS@ #80 ULTIMA" or
"GAF Sttataveno Eliminator- Venting Base Sheat (Nallable)" may be substituted for Type Gi asphalt glass Pber ply sheet ("GAFGLASQ Ply 4" or
`TN--PlY@ Ply 4" flr "GAFGLAS(D PIY 6) as the nailed base ply in the following systems.
Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened.
Unless otherwise Indicated, all Insulations may be hot mopped or mechanically fastened.
"GAFGLAS® Flashing" or "Ruberolde" may be used for flashing in any of the (lass A, S or Csystems listed below.
When "PerEite" Is referenced, this includes "GAFtEW PERMALITf@" or any other UL Classifted perifte insulation.
Crushed stone or stag are suitable aftemates for gravel in any of the Class A, B or C system fisted.
Structural cerr*nt ftber balding units are considered suitable to be included as a deck in the kftwing pass A, B cr C systems listed over C-15132
or NC.
the use of gypsum board under any of the follawing Class A, $ or C systems does not adversely affect the rating. The use of ]h -in. minimum th ick
gypsum board is an acteOtable alternate for minimum insulation over C-15132 trick roof decks.
htV.Ildatabm.U'.C,Dr&Cgi-binXYVftelnplaWLISEXT/IFRAMEIShOwNge.btnl?name-TG.._ 71612(}12
TOFUR1306 • Roofing Systems
Page 2 of 3
The use 01 polystyrene inWation board between minlmum %-In. thick Perlite board and deck with rosin paper (perkeirosin
paper/polystyMe/p.iltg) I. a Suitable alternate for polylsocyeiftrete board in the following Class A, 8 or C systems.
'Eamwe
amo RA- Or
poiYuocyen'"te Insulation in an>��folloving caRN*
ass'dica& tions,uardC� CompoSitt RA" May be substitute for any Alias Roofmg Corp.
Trumbull "Parma Mop" may be utilized with any of the fOUowing "Asphalt Felt Systems With Hot Roofing Asphalt".
"GAFGLASO #80 Premium Base Sheet may be used in any of the followkig systems.
"GAFGLASO Flex Ply 6" and "1-ri-PlyO Ultra -1`18=1e Ply 6" are sultabie alternates to °GAFGLASQ Ply 6'.
"GAFTEMP Permahte Recover Board' may be used in Ilea of any per lte insulation in any of the following NC Classifications.
Unless otherwise Indicated, any of the Asphalt
ftx, t Systems with Hot Roofing Asphalt" may be surfaced with "Rreshield MB' at 2% to 3-gaU100-
"Ruberold4 Dual Smooth" may be used as an alternate to "Ruberold0 Mop Smooth" Or TwberddO 20" or "Ruberoid0 20 HT"
%lberolft Hop Smooth L.S" may be used as an alternate to "Ruberoid® Mop Smooth"
Class A, B and C
Hot roofing asphalt, for use with organic and glass feits or modified b#umen membranes.
'lt0e110 Heat Weld' SSS roofing membrane may be used in lieu of •RuberOidO Mop' SSS products in any applicable Classification.
Class A
I. oeeto C-15/32
Inefbte: 3
1n9L4atWp (OPtionat}r -. One or more layer WIte or wood Tiber or glass fiber or Polyisocyanuraie or urethane or
Parlite/P*1yisOcyanurate composite or Periite/urethane composite or wood fber/po4ftocyanurate composite or phanotIc any thirknes$.
ur 6.a t. -- Three e . r more piles Type GI kir "CiAAGEAS ,O ply 4- or'Tri-PIYO Ply 4" or `�AFGLAS6 Ply 6" hot mopped.
. . Strifa"p"�-Gravel.
f� 2. Decks C -1S/32
ansa WOW (Optfonal)r - Ane or more layers perilte Or Wood fiber Or glass Fiber Or POiYisocyamlrate or urethane or
perlitefpOlYlsocyanurate composite Or periite/urethane composite or wood
Ply Sl1e# fdlerlPolYlsocyanurate Composite or pherralir, any thickness.thickness.Three or more plies Type G1 Or'GAFGLAS0 Ply 4' or "Tri -et' oPly§ Ply 41 or "GAFGLAS(1 Ply 6".
Enep Sheets -pre ply Type G3 "GAFGlAS0 Mineral Surfaced Cap Sher "Tri-My0 Mineral
OP- SUR Mineral Surfaced Cap Sheet- Surfaced Cap Sheet "or "GAFGLASCS"
3. Dodd; NC
Itrclines 2
Insoiatioh (4ptlottat}r One
or more layers perilte, woad fiber, glass fiber, po►yisocyanurate, urethane, periite/polylsoayarsumte
Composite. pptiite/ucathano composite, wood fiber/poly+ yanurate compasite, Ph ic, 2-;n. maximum.
Ply SheaFw -- Two of more plias TYPe GI `GAPGS,ASO ply 4 : �ri_ply® Ply 4" Or "GAFGLASO Ply 6".
Fin P Sheet: -One ply Type G3 ^ Mineral Surfaced Cap Sheet or'"Cri-Ply(!a Mineral Surfaced Cap Sheet" or "GAfCviASL�t
�9Y�p'" BUR Mineral 5urfated Cap Sheet.
4. fleck: C-15/32
Irte3irle: 1
UP Sheet (Optlorsal)s - Red rosin paper, nailed to deck.
.insulation (optional); - Arty thickness perft or wood fiber or glass fiber or pcYsocyannrate mechanically fastened or adhered with
OMG Inc. "Olysond Fastening System' or any UL ClasaMed InsulaWl, adhesive
Base Sheets - One ply Type G2 "GAFG ASS #75 8858 Sheet" or'Tri-Plyp #75 Base Sheet" (may be nailed).
Ply Sheets - One or more plies Type GI "GAPM-ASO MY 4" Or'Trf- " Ply 4" or GAfGL4S% ply 6'.
Cap Sheets - One Ply Type G3-GAFGt,ASO r4neral Surfaced Cep ar "GA
Sheet" or'Trida nrmeral Surfaced Cap Sheet' FGEASO
EnergyCaW" BUR Mineral Surfaced Cap Sheet" -Piy
Surfacing (oRtlmtsal). - °TapCOA-re EnergyCote-, applied ata rate of 2.gel/100-ft.
5. Deck NC
Snvine: 3
Sage Sheeb - One Ply Type G2 °GAPGI ASO -075 Base Sheet" or "i'ri-P1y0 #75 Base Sheet".
ply Sheet: - one or more Plies Type Gl "GAFGLASO PIy 4" or "Tri-PlY(9 Ply 4" or "GAFGLASO Ply 6".
Cap SheeG One ply Type G3 "GAFf,WSO Mineral Surfaced Cap Sheet" Or "Trf-" Min@ral Surfaced Cap Sheet' or 1GAFC4ASB
h"""'database.ul.coolegi-bzr'JXY VltemPlatelLISEXT/I FRAMEIshowpage-html?n =e -TG... 7/512012
TGFU.R1306 - Roofing Systems
Class A - Fully Adhered
I. Decks NC Incline: 1/2
Page 1 of l
Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or
Perlite/polylsocyanurate composite or periite/urethane composite or wood fiber/polylsocyanurate composite or phenolic, any thickness.
Base Sheet (Optionapt — One or more plies Type GI or Type G2 or Type G3.
Membrane: — One or more plies'Ruberoid@ Torch@" (Smooth or Granule) or "Ruberold@ Torch Granule Plus" or "Ruberoide
Mop" (Smooth or Granule) or "Ruberoid@ Mop Plus Granule" (granule).
Surfacingr — Gravel, 400-Ibs/100-ft2, loose laid or applied in a flood coat of hot roofing asphalt.
2. Deck; NC
Incline: 1/2
Base Sheet (Optional): — One or more plies Type GI or Type G2 or Type G3.
Membrane: — One or more plies "Ruberoid@ Torch" (Smooth or Granule) or "Ruberoid@ Torch Granule Plus" or "Ruberoid®
Mop" (Smooth or Granule) or "Ruberoid@ Mop Plus Granule".
Coating: — "Karnak No. 97" applied at 11A to 3-gal./L0041:2.
3. Deck: NC
Incline: 1/4
Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, any thickness.
Base Sheet (Optional): — One or more plies Type G3 or Type G2 or Type G3.
Membrane: — One or more plies "Ruberolft Torch" (Smooth or Granule) or "Ruberoid@ Torch Granule Plus" or "Ruberoide Mop Granule"
or "Ruberoide Mop Pius Granule".
Coating: — "Karnak No. 97" applied at 1+/2. to 3-gal/100-ft2.
4. Deck; C-15/32
Incline: 1/2
Insulation: — One or more layers perlite, glass fiber, polyisocyanurate, urethane, perlite/polyisocyanurate composite, perlite/urethane
composite, phenolic, 1'h -in. minimum thickness (butt joints staggered a minimum of 6-1n. form plywood deck butt joints).
Base Sheet: — One or more plies Type G2 or Type G3.
Ply Sheet (Optional): — One or more plies Type G1.
Membrane: — One or more plies "Ruberokf@ Torch" (Smooth or Granule) or "Ruberoid@ Torch Granule Plus" or "Ruberold@
Mop" (Smooth or Granule) or "Ruberoid@ Mop Pius Granule."
Surfacing: — "Karnak No. 97" applied at 132 to 3-gal/10041:2.
5. Deck: NC
Incline: 1/2
Base Sheet (Optional): — One or more plies Type G1 or Type G2 or Type G3.
Membrane: — One or more plies "Ruberoid@ Torch" (Smooth or Granule) or "Ruberoid@ Torch Granule Plus."
Surfacing (Optional): — Karnak "No. 97" or "169" applied at 1 to 3 gat/10041:2 or Grundy Ind. "20 F Emulsion" applied at 3-gai/100-ft2.
6. Deck: C-15/32
Incline: 1/2
Insulation: — One or more layers periite, glass fiber, BA -in. minimum, poiyisocyanurate, urethane, periite/poiyisocyanurate composlte,
perlite/urethane composite, IVa -In. minimum.
Use Sheet (Optional): — One or more plies Type G1 or Type G2 or Type G3.
Membrane: — One or more plies "Ruberoid@ Torch" (Smooth or Granule) or "Ruberoid@ Torch Granule Plus" or "Ruberoid®
Mop" (Smooth or Granule) or `Ruberoid@ Mop plus Granule."
Surfacing; — Gravel.
7. Deck: C-15/32
Incline: 1/2
Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, polyisocyanurate, urethane, perlite/polylsocyanurate
composite, periite/urethane composite, wood fiber/polyisocyanurate composite.
Base Sheets — Two or more plies Type G2 or Type G3.
Ply Sheet (Optional): — One or more plies Type G1.
Membrane: — One or more piles "Ruberoid® Torch" (Smooth or Granule) or "RuberoldO Torch Granule Plus" or"Ruberoid@
Mop" (Smooth or Granule) or "Ruberoid@ Mop Plus Granule."
Surfacing, — "Karnak No. 97" applied at 11h to 3-gal/100-ft2 or gravel.
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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
84402 govern the minimum requirements and standards of the industry for roofing system installations.
Additionally, the following items should be addressed as part of the agreement between the owner ant the
contractor. The 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
p oviding 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 agreement between the owner and the contractor.
2. _. LX- Renaliing 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. _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.Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can
be viewed from glow. 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. Fk 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. t I ,Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof its 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. __j T _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
redugpd, It may be beneficial to consider additional venting whic in extending the service life of the
roo
Own / gent's Signature Date Contractor Sig re Date
Revised on 719/2009 LD