RF-16-2010 � I !
Miami Shores village
also ou, Building Department
I 10050 N.E.2nd Avenue
f�iami Shores, Florida 33138
�ORI� Tel: (305) 795.2204
Fax: (305)756.8972
RE: Permit# Vj,- ', �� �' X01 DATE: �� "o
INSPECTION AFFIDAVIT
I
Cu S`rplr Vo tfjg-bg2- licensed as a(n) Con for/Engineer/Architect,
(Print name and drde License Type) FS 468 Building Pe InS ct r
License#: C C c
On or about 02 Ito I 1 (o 12'00 VAA , I did personally inspect the roof deck nailing
(Date&time)
work at ?0 S- 1V E S �1
(Complete Job Site Address)
Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit
Manual (B ed o 3.844 F-S)
Si9A I
State of Florida
County of Dade:
The undersigned, being the first duty swom,deposes and says that he/she is the contractor for the above property
mentioned.
Sworn to and subscribed before me this G day of (.� [' G
MIGUEL A DE PAZ
Notary Public, Sate of Florida at Large W XK9,0 :` `* MY COMMISS19N#FF032545
oeP=' EXPIRES�my 1,2017
(407)398-0153 Floridallota Service.corn
'General,Building,Residential,or Roofing Contractors or any individual certified under 468 F.S.to make such an Inspection.Include photographs of each plane of the roof with
permit#and address#dearly shown marked on the deck for each inspection
(71�nron+e11;P)4 M v O
rttp 3 - 7 -2 0 ,-
Miami Shores VillageRoof
10050 N.E.2nd Avenue NE
�.: ll 0rtir Class
Miami Shores,FL 33138-0000
Phone: (305)795-2204 s Pi ?33i£SI#S Afln
4
� �.7/19/201 Expiration: 01/16/2017
Project Address Parcel Number Applicant
705 NE 95 Street 1132060142120
Miami Shores, FL 33138-2514 Block: Lot: BURT ARKIN
Owner Information Address Phone Cell
BURT ARKIN 705 NE 95 ST
MIAMI SHORES FL 33138-2514
Contractor(s) Phone Cell Phone Valuation: $ 3,500.00
REGOSA ENGINEERING SERVICES Ih (786)262-2964 (786)344-8720
Total S
_... tj Feet: 660
Type of Work:Re Roof Available Inspections:
Additional Info: Inspection Type:
Classification:Residential Tin Cap
Scanning:1 Final Roof
Roof in Progress
Renailing Affidavit
Review Roof
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
Bond Type-Contractors Bond $500.00 Invoice# RF-7-16-60645
CCF $2.40
DBPR Fee $3.75 07/19/2016 Credit Card $766.90 $0.00
DCA Fee $3.75 Bond#:3149
Education Surcharge $0.80
Permit Fee-New Roof $250.00
Scanning Fee $3.00
Technology Fee $3.20
Total: $766.90
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certi t0hat all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zonin Futh ore,I authorize the above-named contractor to do the work stated.
July 19, 2016
Au o ized igna:rtment
e: caner / Applicant / Contractor / Agent Date
B u i I in ep Copy
July 19,2016 1
Miami Shores Village
f
Building Department JUL 19 2016
10050 N.E.2nd Avenue,Miami Shores,Florida 33138
Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)762-0949 5i h
(�FBC 20`�
BUILDING Master Permit No 1'">� 1 — Z
of
PERMIT APPLICATION Sub Permit No
❑BUILDING ❑ ELECTRIC 019,OOFING ❑ REVISION ❑ EXTENSI N ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
�i CONTRACTOR DRAWINGS
JOB ADDRESS:
City: Miami Shores County: Miami Dade Zip:
?a313
Folio/Parcel#: 1 3 Lj ® � ® IL-I -�,4 /9 0 Is the Building Historically Designated:Yes NO
Occupancy Type: �6- Load: Construction Type: �d Flood Zone: SFE: FFE:
OWNER:Name(Fee Simple Titleholder): � o/4- A, �� I ✓� Phone#:
Address:,,-1y0 , N) fi
City: state: Zip: 3 k
Tenant/Lessee Name: Phone:
Email: —�1
CONTRACTOR:Company Name: ® J�� � Ae-c f I A l Phone#: I'f (0�
Address:
City: O�! '� State: '1d Zip:
Qualifier Name: 9LfC �t Phon
State Certification or Registration#: �� 1 , �� U=Certificate of Competency #:
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: ((��Zip:
Value of Work for this Permit:$ �# D Square/Unear Footage of Work: `F' G 0
Type of Work: ElAddition ❑ Alteration ElNew /� Repair/Reeplace ❑ Demolition
Description of Work: (Zoo -F- � �� v1�` aod F) l
Specify color of color thru tile:
Submittal Fee$ Permit Fee$ 9_5Q CCF$ '1 - 40 CO/CC$
Scanning Fee$ Radon Fee$ �°� 5 DBPR$ l 5 Notary$
Technology Fee$ ell Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$ I0__
`
TOTAL FEE NOW DUE$ )Ja) . 9
(Revised02/24/2014), d o
1 1®
a
Bonding Company's Name(if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the 1 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 issuedffq the a ence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
"' - Signature
nature g
OWNER or AGENT CONTRACTOR
The foregoing instrument was acknowledged before me this The foregAinstrut wasacknowledged before me this
day of 20��`' by (3 day of y 20 �? , by
P KLVt who is personal l,► nown to oto S'C.JD �iV�—Z,who is personally known to
me or who has produced as me or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
r
Sign: Sign:
Print: _ Print:
MIGU 1.A D� PAZ
Seal:
P MIGUEL D PAZ
Seal: �; =•i *i MY COMMISSIC N#FF032545
�i MY COM .
fQ"- MISSION#FFQ9R§4Et 9 9Q
,p�;•.........o�?,= `'•,;F��o�;., EXPIRES Ji ly 1,2017
EXPIRES July 1,X917 (407)398 0153 Floridallotaryervice.com
(407)39&0153 FloridaN
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
�5 s Miami Shores Village
Building Department
10050 N.E.2nd Avenue
RwA 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: T- 11 _ /
10050 NE 2nd Ave
Miami Shores, FI 33138
Re: Owner's Name: 'b y r-r A
Property Address: -70Y A)6_ y J
Roofing Permit Number:
Dear Building Official:
certify that I am not required to retrofit the roof'to wall connections of my
building because:
1e just valuation for the structure for purpose of ad valorem taxation is less than$300,000.00. Please attach proof of ad
valorem taxation.
o The building was constructed in compliance with the provisions of the Florida Building Code (FBC)or with the provisions
of 1994 Ation of the South Florida Building Code(1994 SFBC)
Signature Print Name
State of Florida
l
County of Dade
The undersigned, being the first duly sworn,deposes and says that he/she is the owner for the labove property mentioned.
Sworn to and subscribed before me this f�� day of �� 711s-,I
MIGUE�A DE PAZ
T * MY COMMIS ION#FF032545
Notary Public, Sate of Florida at Large , P; EXPIRE Juiv 1,2017
7 g (40�39E 0153 FloridallotatYService.c`
When the just valuation of the structure for purpose of ad re ation Is equal to or more than$300,000.00,and the building Was not constructed with FBC nor a 1994
SFBC.Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigatioq.
Revised on 5/21/2009
�ORIW'
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.I The provisions of Section
R4402 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.
esthetics-Workmanship:the workmanship provisions of Section on R4402 are for the purpose of
providing 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 reement between the owner and the contractor.
2. 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
tore oving 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
017h Id 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 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
ap
5. Ponding water:The current roof system and/or deck of the building may not drain well and may
cause water to pond(accumulate)in low-lying areas of the roof. 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
ori ' al r fing system is removed. Pounding conditions should be corrected.
6. 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 ma block this discharge if
overflow scuppers(wall outlets)are not provided. It may be necessary to install ove ow scuppers in
ac with the requirements of Sections R4402, R4403 and R4413.
7. Ventilation: Most roof structures should have some ability to vent natui i al airflow through the
interior of the structure assembly(the building itself).The existing amount of a ' ve tilatin shall not be
reduced.It may be beneficial to consider additional venting which can result in e e din the service life of the
fell
� Owner/Agent's Signature Date Contractor Signatur Date
Revised on 7/9/2009 LD
_—A
SECTION R4402.13
HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
R4402.13.1 Scope.As it pertains to the section,it is the responsibility of roofing contractor to provide the owner
with the required roofing permit,and to explain to the owner the content of the section.The provisions of Section
R4402 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. esthetics-Workmanship:the workmanship provisions of Section R4402 are for the purpose of
providing that the roof system meets the wind resistance and water instruction performance standards.
Aesthetics(appearance)are not a consideration with respect to workmanship provisions.Aesthetic issues
such as color or architectural appearance,that are not part of a zoning code,should be addressed as part of
the a reement between the owner and the contractor.
2. Renalling 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
own7h Id 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 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
ap
5. Ponding water:The current roof system and/or deck of the building may not drain well and may
cause water to pond(accumulate)in low-lying areas of the roof.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
ori ' al fing system is removed.Pounding conditions should be corrected.
6. 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
with the requirements of Sections R4402, R4403 and R4413.
7. rVentilation: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 ventilation shall not be
reduced.It may be beneficial to consider additional venting which can result'm exte dirgthe service life of the
f
,�-1 ✓� ��
Owner/Agenfs Signature Date Contractor Signatu Date
Revised on 7/9/2009 LD
"t" �� x S,t�;l� SE !ail! • 1,` t E
f � f , n>��ttl
__u
f .
d
�P
u. ;. 1 `.S"J.1-.: t■� .. nF ':v, xft.' � .}..m�L-.... .I 1 {i � � J. ?1 � �+
. vlf 1 �{ v�,,.f t..r fr v1 t■� '1.';I: :.ls
" .:;.. 'S:(..,:i;, ti'r��.•.;`. r::,:k 'i i�-J� �`f°"l !u 2r3, 'i :1.
4611
(. I .°C:... . s,,16.: 1 i. .5.iii`:a
ltttt■i!■■■o■t■1tn■t■Ailii!!■■tt■■iltinin�iiit■it■■t�li#ltit!■iirl■>4ti!!A■!!'
/nit■■liiiliii■t■iri!!■tniltttoN■■Winn!■!ti■ttotllntltititilliil■ttRNittN■t■,
Iinnili■■■■!■■■tiiillili■■■!!■t■mit!!■lli■■■lilli!!■■lt■niiillii!!■■iinllii■
/lnl■■■lt■nttn■ll■ii■titin■in■il■■■■!■�■!■!!■■lt■iilllinliitiiitill■tiiM■!!■
/■■■■■t■■t■■!■oNtot■tlil!■ott■■■Mitt■ ■■trtN■olio■i■■■ttt■■N■■■tti■n■■!ti■■.
/■!■itt■to■NtnNNiin!■tn■hill■lninln■NtllNln■■■tllnnitinttii■ttNttNilttnitNt
/■n■■■t■■tr■t1ttNNttrttttttr�/itNNilltliitnitt■tNN1■■l■itttN■tt■ittNinlnrlNNt
/rt■■Ntr■■N■■■■■t■t!■■■Nr■■■ ■t■■■■t■■ttN■N■■■nn■■i■■\ori■■■■■■i■t■■■■toot■■
/in1N■nllitnli■!■■■Ntlnitltit■i■t/7tlllritll!!■illll!lllllill■l!1>•lr■lltllli.
/ ■■!t■■lt!■!■lllti■!lN■ttnil!!/��r•w!tlittt>•■rlliltilll■tl■ltltti!■ltlitlt■i
/�it■■t■■■t■■t■■nt■til■■t■N■■■its.■■■■■t■t■rti■t■r■■!rt■■■l■!■tt!■■tt■rrt■■t■
It■i!■M■i■!■i■■ii■if■■tt■■■■■■■■■■■t■■■■s■■■l■liiiilini■tiiiiliilnitiinl■li■
/iiititll■tnli■■lilt■■N■■i■■■■■■■■tNN■N■Nn■i'ttllli■lltltl!!!!t■■llttltillll!
i■■N■■ ■■i■N!■■■■■■■N■�nnn■■N■N■■tNN■��■N■��■■■■■NNN■r■■■■■■■■■■■■■■u■■■■■■
/tt!■t�t■ti!■ti!■tit■■■r■■■t■R■/itf''.ii■CfJ b/Pcltt■■ltNt■■tnt■niotolttNolnlnlltt
/coil■■ ■ Milli■ ■■ ■llllTitfltr�:.>y;ltlr�,,��!!!!/llitlllil!!t!■!i!ltlHillltli
ito■t■lt•ilttttiillitttl■!■tir!!1■tillell!■!)•Pr•ullti■lliti!lltllll■■■!■Illt1,
/■oNi■■■■!■■■■■!!■tt■■iN■■■A■3■Ft■■!■■t ■lot■�11■■Hitt■■■ttttNt■■■■■■■■■tttt■
i!l!itnttiii■l�ltlli■■ithtl!�k'la■''a■nmnitltlo■iC7i!•ililillilltlrlii!■■tlll!! !'
/■■■■■■■■■■■t■ ■NN■M■N■■Ii\l��■►+N1i�■■■■■11■■■■r■■�1■r■■i■■■i•■■■r■i■r■■■>rr■■■ ■
loss ll■■■nlnn!!l!lttN■■lacl► ■■nN11llnt■itittt■ttiN!liintlnlnnnontno�itN■■!tt
/oln!!■■itNt■ll■■tttN!■tLJitttiNtttt■■■■ttt■iltiltit!■tttttntNt■t!N■ ltltso
NUNN`t■N■■■■■■■■■r■■!r■■■■■!■r■■■l■■■■■r■■!■■■iiM■■■■i■■r■■■■M ■■lflfi■■■■r�r■■!mass
■
1rlonrAswf11nespiAos�lNtNt��[t ��������A7i�>;NC ■!■ice■it%oam
iiiHiiiiiiii�:�siiaiiiii�iiiii■ni/i/ir��ir■i�iii���irli�i���iYC��r�iiiii������i��iii
illnlontonit■i!■■t■■tNlto■lnittlftlliRttlllttnliitittlttt■n 1tNnt■tintnttnii
1!n■nittnnlilttlnnnliiltttii■t■iitA illltt/ltittNin!!lllitllt�itiiiti ■lltlll■
illllllttlto■ln■tNNnNNmost■■liiitltlfvt■t!tltttnttn■■toltlltNtniit�iilNoil!
/C/li■■■ii■■■ti■!■■liillii■tiit■fi■■!!■■■■tl• tmtNiiiiti■lliti■tin■■l■ati■■ti;
/ ttttN■Nt■■t■Ntit■■!■■■t■■!1■■l�Lw�■■■■t■■.lilwi7VA■!■ilii■t■■rttn!■■■rt■■■■tt
WHIMMUM
loss A1tif1%11%Am!l��owns MEM\1��%t�■ll����\\�fl�fImmas
7ioars%rlitiAimus''
p �
/■i■■■N■■i■■�■■■l■■■■■tt■lrri■►(ti■f/■r!■■■�rar1Y■n■■■s1t■ttirttttloan!■l111t■ltlt■
/tN■■ttnntlliiltttil!■tti61lt\ion■■dolt►l\lllllti!irnn!!'■lnlltNlitNntlt■tot■
moiiiimor•;iallo on min!■nVliIff■tll■a41MI m/llllt■littttt■l■tttlt:
■wNNi7tlf■htii/t■ ! o■■■■lNrt■■■ltIlium! I
tti■■■
:i�■ia" '��n win ill sit i Cinmmnm
iwi�ii"■firi i�iiii■n■n:iiC::i
it '■ ! ■ ■■■
,own in an !t�■���nil tlf��lf��Ri■����i���"iais�%����ri�%i%mossum
. . ... . . . ...
. . . . . . . . . .
. . ... . . . . ...
t•Wo►D
Ngami-Dade County HVHZ Electronic Roof Permit Form
ifloificit ••• Section C Pegs(bow Sbpe Roof Systems)
. . .. . . .. .
"Delivering Excellence Every Dy; • • • • • • • • ••
Fiq In the specitb roof assembly MMVents.if qt i9mg9Aent k4ojt r8q fred,Insert not applicable(nla)in the text box.
Top Ply:
ROOF SYSTEM MANUFACTURER: I GAF I
GAF MINERAL CAP SHEET
Product Approval (ROA): 13-1022.15 .�3ystem !~ :• :.• •. Top Ply Fastening/Bonding Material:
Wind Uplift Pressures,From RAS 128 or Sealal 06a* *0 •• •• HOT MOP ASPHALT
(P1) Field: -42.8 pct 00 0 Surfacing:I GRANULES
SINGLE PLY MEMBRANE:
(P2) Perimeters: -71.7 psf
Single Ply Manufacturer/Type:
(P3)Comers: -108.0 psf INA
Maximum Design Pressure From NOA: -52 5 psf
Single Ply Sheet Width:a"1/2 Sheet 1Mdth: NA ^
Roof Slope: O.SO ^;12 Roof Mean Height: 14 it;
��� No.of Single Ply 1/z sheets:FNA 1
Parapet Wags: 0 No 0 Yes Parapet wag Height t. J I Single Ply Membrane Fastenfng/Bonding Material:
NA
Dedc Type: —518"Plywood
D FASTENER SPACING FOR BASESHEET ATTACHMENT
Support Spacing: NA "c/o ❑SINGLE PLY MEMBRANE ATTACHMENT
Alternate Deck Type: NA 1.Fleld:L:.J"c/c @ Laps&Lr..J roars M.010
Existing Roof:
SAME 2.Perimeter.M"c/o @ Laps&El rows El"o/c
Fire learner: 3.Comer. o%@ Laps&F4—1 taws r67"0%
NA
Vapor Barrier. NUMBER OF FASTENERS PER INSULATION BOARD:
NA 1. Field:rN7A 2. Perimeter.M 3. Comer rN7A
Anchor Sheet Insulation Fastener Type:
NA NA
Anchor Sheet Fastener I Bonding Material
NA WOOD NAILER ME AND SIZE:
'Insulation Base Layer Size&Thickness: 1"X W FASCIAL
NA
Wood Nailer Fastener Type and Spacing:
Insulation Base Layer Fastener/Bonding Material:
NA EDGE&COPING METAL SIZES:
Insulation Top Layer Size&Thickness: Edge Metal Materia{:I—Galvanized Metal—
INA Ed$e Ste: 3"face 26 ga.—
Insulation Top Layer Fastener/Bonding Material: Hook Strip Size: —SELECT EDGE METAL HOOK STRIP 517E-
NA Edge neater Attaahrnent: '
Base Sheet(s)&No.of Ply(s): 1-114°RS NAIL 4"OC 10
GAF GLASS BASE 75#(1)PLY —SELECT PARAPET WALL COPING MATERIAL—
Base Sheet Fastener/Bonding Material: Coping Materia
1RS NAIL AND TIN CAP 1-5/8" Coping SIM: -SELECT COPING METAL SIZE OR THICKNESS—
Ply
Ply Sheets)&No.of Ply(s):
Hook Strip Size: —SELECT COPING METAL HOOK STRIP SIZE—
GAF PLY W(2)PLIES Parapet Coping Metal Attachment
Ply Sheet Fastener/Bonding Material NA
HOT MOP ASPHALT
. . . . . . . . . .
Insulated Nailable Deck With Edge Nails
. . ... . . . . ...
MIAWOiADE • ••• • '.
. . . j • ptY� B
Miam -Dadj Gsou Z Electronic Roof Permit Form
"Delivering Excellence Every D9y" ' •'• •• "' '
.. . . . .. ... ..
. ... . . . . .. .
11lustraWCbAil3o'n&r>ts:ldot9A and Details as Applicable:
Roof Mean Height: 14 ft.
Drip Metal:
3"x3"gaiv 26g
Continuous Cleat:
Top Ply NA
Interplies
Surfacing:
Base Sheet GRANULES
Top Ply:
Anchor Sheet JGAF MINERAL CAP SHEET
_.`.. .�....,... Interplies:
Drip Meta! GAF PLY IV
e R Base Sheet:
Continuous IGAFGLASSBASE 75#
Y �a Clot Top Layer of Insulation:
s, Wood Nall+er NA
Base Layer of Insulation:
LN
s, a NA
Roof Deck Wood Nailer:
Base Layer - 1 X 8 FASCIAL BOARD
of Insulation - -
Wood Nailer Fastening:
Top Layer
of h1sulatlon
Anchor Sheet:
NA
Deck Type:
PLYWOOD 5/8"
.. .. . . . .. .. .
. . . . . . . . . .
. . ... . . . . ...
e a
. . . .. . . .. .
. . . . . . . . . ..
MIAM!•I]�DE .:. ..' .:. MUM-DADS COUNTY
PRODUCT CONTROL SECTION
1180S SW 26 Street,Room 208
DEPARThIENT OF RTGEV A IRORY ABVD ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODL ADftNl"I�&*d4 61116W '. T(786)315-2590 F(786)31525-99
NOTICE OF AC �>LQ,A},• www•n►lemidadoeay/economy
GAIL
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 AFU 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 Systems 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 MA 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 themanufactarer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews and revises NOA No. 13-0424.09 and consists of pages 1 through 16.
The submitted documentation was reviewed by Jorge L.Acebo.
NOA No.:13-1022.15
t+npartt o Lxplraden Date: 11/04/18
Approval Date: 11/06/14
Page 1 of 16
.. .. . . . .. .. .
. . . . . . . . . .
. . ... . . . . ...
00: .
. • . ••
. . . .. . . .. .
Membrane Type: SUR �;• ..• .;• -00
Deck Type 1: Wood,Non-insulated
.. . • • .. •.• ..
Deck Description: '.19i 'cSxreate1 p.)rwolld or wood plank decks .
. . . ..
System Type E: "Basle the&m8cifan1M13ltastened.
All General and System Limitations shall apply.
Fire Barrier: Fire0ut7 Fire Barrier Coating,VemaShicle Fire Resistant Roof Deck Protection or
(optional) Securockm Gypsum Fiber Roof Board.
Base sheet: GAFGLAS4'#80 Ultima Base Sheet,Stratavene Eliminator Nailable®enting Base TM
Sheet,Ruberoie 20,Ruberoido SBS Heat.-Weld Smooth or Ruberoid sm Heat Weld
25 base sheet mechanically fastened to deck as described below,
Fastening Options: GAFGLAS®Ply 4,GAFGLASe'FlexPly 6,GAFGLAS®#75 Base Sheet or any of above
base sheets attached to deck with approved annular ring shank nails and tin caps at a
fastener spacing of 9"o.c.at the lap staggered and in two rows 12"o.c.in the field.
(Maximum Design Pressure—4S psf.See General Limitation#7)
GAFGLASO Ply 4,GAFGLAS®F1exPly 66 GAFGLAS®4175 Base Sheet or any of above
base sheets attached to deck with Drill-Tec #12 Fastener or Dahill-Tec m#14 and Drill-
Tec 3"Steel Plate,Drill-Tec AccuTrac®Flat Plate or Drill-Tec AccuTmco Recessed
Plate 12"o.c.in 3 rows. One row is in the T side lap. The other rows are equally spaced
approximately 12"ox.in the field of the sheet.
(Maximam Design Pressure—45 ps,f.See General Limitation#7)
GAF(ILAS"Flex Ply"6,GAFGLASe1#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.
(Maximant Design Pressure 52.5 psf.See General Limitation#7)
GAFGLAS®#80 Ultima""Base Sheet,Ruberoie20,Ruberoie Mop Smooth,base sheet
attached to deck with approved I YV annular ring shank nails and inverted 3"steel plate at a
fastener spacing of 9"ox.at the 4"lap and in two rows staggered with a fastener spacing of
9"o.c.In the center of the membrane.
(Maxlmans Design Pressure—60 psf.See General Lint itation#7)
GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with Drill-T=7
#12 Fastener or Drill-Tee #14 Fastener and Drill-Tec 3"Steel Plate,Drill-Tee
AccuTraco Flat Plate or Drill-Tec AccuTmco 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—60psf.See General Limitation#7)
Any of above Base sheets attached to deck approved annular ring shank nails and 3"
inverted Drill-Tee 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# )
NOA No.:13-102L15
1
INWECOUNW Expiration Date. 11/04/18
• Approval Date: 11/06!14
Page 14 of 16
. ... . . ...
% .. . . . % .. .
. . . . . . . . . .
. . ... . . . . ...
. . . . . . . . . ..
Fastening Options: '.' ;GAFGaeA Bale $he*gM* r any of above base sheets attached to deck with Drill-Tec
(Continued) #12 Fastener or Drill-Tec#14 Fastener and Drill-Tea 3"Steel Plate,Drill-Tec'"
AccuTracQD Flat Plate or Drill-Tec" AcenTrado Recessed Plate 8"o.c.in 4 rows.One row
• is to ihalV s;falap�srha other rows are equally spaced approximately 9"o.c.in the field of
h4 s . .. .
.. (JI�p�Eliudm DeSlgh-Pr4fure--7Spsf.See General Limilatieu#7)
Ply Sheet: One or more plies of GAFGLAS®Ply 4 or GAFGLASO#80 Ultima Base Sheet adhered in a
fall mopping of approved asphalt applied within the EVT range and at a rate of 20-40
lbsJsq.
Cap Sheet: (Optional) One ply of GAFGLAS®Mineral Surfaced Cap Sheet or GAFGLAS®
EnergyCap'"BUR Mina al Surfaced Cap Sheet adhered in a fall mopping of
approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.
Surfacing: Optional on granular surfaced membranes;required for smooth membranes.Chosen
components must be applied according to manufacturer's application instructions.
All coatings must be listed within a current NOA.
1. Gravel or slag applied at 400 lbs./sq.and 300 ft./sq.respectively in a flood
coat of yproved asphalt at 60 lbs./sq.
2. Topcoat Surface Seal SB applied at Ito 1.5 gal./sq.
Maximum Design
Pressure: See Fastening Options
NOA No.:13-1022.15
iration Date: 11/04/19
&MMEN, uN EApproval Date: 111 6114
, Page 15 of 16
.• .. . . . .. .. .
• . • . • . . . . .
00
• • • •• • • •• •
WOOD DECK SYS*I;l jAM1T4,b0.*
I A slip sheet is required with GAFOLAS®Ply 4 and GAFOLAS®Flex Ply"'6 when used as a mechanically fastened
base or anchor Sheet. +• • • • s s ••• ••
2. Minimum%"DensDecle• Fro Hoard o 3As :rype%X gypsum board is acceptable to be installed directly over the
wood deck. • •
GENXp-4L LnvIXunoNS:
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 hall mopping of approved asphalt applied within the
SVT range and at a rate of 20-40 lbsJsq.,or mechanically attached using the fastening pattern of the top layer
3. All standard panel sixes 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 IT in each ribbon to allow cross ventilation. Asphalt
application of either system shall be at a minimum rate of 121bsdsq. Note: Spot attached systems shall be
limited to a maximum design pressure of 45 psi.
5. fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F)value of 2751bE,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 confjunction 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
Won 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 seated by a Florida registered Professional Engineer,
Registered Architect,or Registered Roof Consultant(When this Urnitation is specifically referred within
this NOA,General Limitation#9 will not be applicable.)
8. All attachment and sizing of perimeter nailers,metal profile,andlor mashing termination designs shall conform to
Roofing Application Standard RAS I I 1 and applicable wind load requirements.
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e.field,
perimeters,and corners).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at
enhanced pressure zones(i.e.perimeters,extended corners and comers).(When this ftiltation 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 61020-3 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
NOA No.-13-1022.15
Mt�sn
ADE Expiration Date: I1104/1S
Approval Date, 11/06/14
Page 16 of 16
1 V1'U.il.I,JUV ' �VVAIub' v�'ota.i�,a••• • • • •••
• • • • • • • • • •
The use of gypsum board under any of the Llowlag bass 4 a or E sysC&rs does not adversely affect the rating.The use of'h-in.minimum thick
gypsum board is an acceptable alternate for minimum insulation over C-15/32 thick roof decks.
The use of polystyrene insulation • d between naiflim:fn tri-in.&30 partite board and deck with rosin paper(perllte/rosin
paper/polystyrane/peritte)is a sine I&rnale fw;poly%Cya$urat$bo&8jn the following Class A,B or C systems.
• • • • •
• • •••• ••• ••• ••
"EnergyGuard@ RA"or-Tapered EnergyGuarde RA"or"Energy6uardS Composite RA"may be substituted for any Atlas polylsocyanurate
Insulation in any of the following Classifications.
•• • • e •• ••• of
Trumbull"Parma Mop"may be utiliZIM with�gt of�b jfo:ov§nC-kspI1hW Felt Systems with Hot Roofing Asphalt".
'GAFGLASO#90 Premium ease Sheet*mar bOtmed In any of lstt follOWIng systems.
"GAFGLASO Flex Ply 6"and"Tri-Ply®Ultra-Flexible Ply 6"are suitable alternates to"GAFGLASO Ply 6".
"GAFfEMP Permallte Recover Board"may be used in lieu of any perlite Insulation In any of the following NC Classifications.
Unless otherwise indicated,any of the"Asphalt Felt Systems with Hot Roofing Asphalt"may be surfaced with"Fireshield M8"at 21h to 3-ga11100-
ft2.
"Ruberold@ Dual Smooth"may be used as an alternate to'Rubarolde Mop Smooth"or"RuberoldW 20"or"Ruberold&20 Kr
"Ruberoide Mop Smooth 1.5'may be used as an alternate to'Ruberoldd Mop Smoothu
Class A,B and C
Hot roofing asphalt,for use with organic end glass felts or modified bitumen membranes.
"Ruberoid@ Heat weld"SBS roofing membrane may be used in lieu of"Ruberoid@ Mop"SBS products In any applicable Classification.
Class A
1.Deeks C-1,5/32 Inclines 3
Insulation(Optional):--One or more layers partite or wood fiber or glass fiber or polytsocyanurate or urethane or
perilte/polylsocynnurate composite or perlite/urethane composite or wood flber/polylsocyanurate composite or p nolic.any thickness.
Ply Sheet:--Three or more plies Type GI or"GAFGLASO Ply 4'or'"M-Plyd Ply 4'or"GAFGLASO Ply 6"hot mopped.
Surfacing:—Gravel,
2.Deck:C-15/32 Inetltte:2
Insulation(optional):—One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or
perlite/polyisocyanurate composite or perilte/urethane composite or wood f1ber/polyisacyanurate composite or phenolic,any thickness.
Ply Sheet:—Three or more plies Type G1 or'GAFGLASO Ply 4"or"Tri-Ply®Ply 4"or'GAFGLASO Ply 611.
Cap Sheet.—One ply Type G3"GAFGLASO Mineral Surfaced Cap Sheet"or"Tri-Ply®Mineral Surfaced Cap Sheet"or"GAFGLAS®
EnergyCap'" "'BUR Mineral Surfaced Cap Sheet.'
3.Deck:NC Incline.2
insulation(optional);—One or more layers pedite,wood fiber,glass fiber,polyisocyanurate,urethane,perltte/polylsocyanurate
composite,perike/urethane composite,wood fiber/polyisocyanurate composite,phenolic,2-h1.maximum.
Ply Sheet;---Two or more piles Type 03"GAFGLASS Ply 4","Tri-ply@ Ply 4'or"GAFGLASO Ply V.
cap Sheet:--One ply Type G3"GAFGLASIR Mineral Surfaced Cap Sheet"or"Tri-Ply®Mineral Surfaced Cap Sheet"or"GAFGLAS0
EnergyCap'"BUR Mineral Surfaced Cap Sheet."
4.Deck:C-15/32 Inclines 1
Slip Sheet(Optional):—Red rosin paper,nailed to deck.
Insulation(optlonal)r--Any thickness partite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with
OMG Inc."OlyBond Fastening System"or any UL Classified Insulation adhesive.
ease Sheet:--One ply Type G2'GAFGIASO#7S ease Sheet"or'TH-Pty®#75 Base Suet"(may be nailed).
Ply Sheets—One or more plies Type G1"GAFGLASQD Ply 4'or"Td-Ply®Ply 4'or GAFGLASO Ply 6".
Cap Sheet:—One ply Type G3'GAFG[ASS Mineral Surfaced Cap Sheet"or'Tri-p"Mineral Surfaced Cap Sheet"i orGAFGLASO
EnergyCap'"BUR Mineral Surfaced Cap Sheet."
Surfacing(optional):—"TOPCOAT@ F-nergyCote"""applied at a rate of 2-gal/1o0.0.
S.Deck.,NC udlnes 3
t,tt�.frri�f�n�cA ,,I nm/r'oi_hin/`KYV/tf:mnlate/LISEXT/I.FRAME/showpage.html?name-T... 2/23/2012