RF-15-2966 a 440M"Rp
sri Miami Shores Village
10050 N.E.2nd Avenue NE
� *
Miami Shores,FL 33138-0000 � pf18S�i;aiNil<t
� �E m7atry A ` �#_..
®cr` Phone: (305)795-2204 _.
a
j 1 Expiration: 06/07/2016
i� , rr�r . r,zay s • .�E'.
Project Address Parcel Number Applicant
1260 NE 94 Street 1132050100180
Miami Shores, FL 33138- Block: Lot: MARIA ANDREINA MARTINEZ
Owner Information Address Phone Cell
MARIA ANDREINA MARTINEZ 1260 NE 94 Street (305)439-1663
MIAMI SHORES FL 33138-
1260 NE 94 Street
MIAMI SHORES FL 33138-
Contractor(s) Phone Cell Phone Valuation: $ 4,300.00
ALL DADE GENERAL CONST INC (305)696-0029 (786)452-5627
_._.,. __._:. _._._ ,.:._ .:.. .__.. __. .. :... ..__.__ .. . ...:. _._....... Total Sq Feet: 450
Type of Work:Re Roof Available Inspections:
Additional Info:RE ROOFING FLAT ONLY Inspection Type:
Classification:Residential Tin Cap
Scanning:4 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-11-15-57871
CCF $3.00
DBPR Fee $3.75 11/24/2015 Check*1108 $50.00 $727.50
DCA Fee $3.75 12/10/2015 Cash $727.50 $0.00
Education Surcharge $1.00 Bond#:2926
Permit Fee-New Roof $250.00
Scanning Fee $12.00
Technology Fee $4.00
Total: $777.50
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in complia ce with all ordinances and regulations
pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning^ ermore,I authorize the above-named contractor to do the work stated.
December 10, 2015
Authoriz Signature:Owner / Applicant / Contractor / Agent Date
Building Department Copy
December 10,2015 1
Miami Shores Village
NOS
Building Department 23205
10050 N.E.2nd Avenue,Miami Shores,Florida 33138
\� Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)762-4949
FBC 201
BUILDING Master Permit N�
PERMIT APPLICATION Sub Permit IN
❑BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
�CONTRACTOR DRAWINGS
JOB ADDRESS: fy�" ( `�" �t�/lA�¢. SPS" r�,J P `/ '3313
City: Miami Shores County: Miami Dade i Zip: /-v
Folio/Parcel#: 3zos- 0/0 a d Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name(Fee Simple Titleholder): k A71 t4V-a Lana Phone#:
Address:
_t_!��'®� ��� (?Cath D� ZI24/
city:, /AU a i-fv,,zL, State: - Zip: 3340
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR:Company Name: f X 1--&0 6�veuf C'kd-u Phone#: X� L��i 2•S f�
Address:-Lm( W aez-)q e k w Ad
City: �YK.Gt. (�I/�-i Sta X:51 Zip: 03 1��7T
r
Qualifier Name: v [oC --77 Phone#:
State Certification or Registration#: �� 7✓�d Certificate of Competency#
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit:! r 0 Square/Linear Footage of Work: n®
Type of Work: ❑ Addition Alteration ❑ New Repair/Replace ❑ Demolition
Description of Work:
i
Specify color of color thru tile:
Submittal Fee$ • C✓ Permit Fee$ � " 3) CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Doubld Fee$
Structural Reviews$ Bond$Soo-®® i-
TOTAL FEE NOW DUE$
(Revised02/24/2014)
.t
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 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.
01Signature Signature zg ,
/WNER or AGENT CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
day of�fy'b Vim' ,20 fes' ,by :2 ® day of /�l� i,, ,20 /,S by
f i•,7 /yij,;c� who is pNAMr A ,moi rho is personal o
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:
Sign: Sign:
........ JOSE P PEREZ JOSE P PEREZ
Print: -;9 Print:
Seal: ': MY U
EXPIRES June 19.2016 Seal: %,,, EXPIRES June 19.2016
(a07 398-01'53 FlarMaN (407►398-0153 ftmkNawyServiaexam
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
Local Busi ness Tax Pecei pt
Miami-Dade County, State of Florida
THIS IS NOTA BILL-DO NOT PAY
3983278
BUSINESS NAM EILOCATION RECEIPT NO. EXPIRE
ALL DADE GENERAL RENEWAL SEPTEMBER 3), 2016
CONSTRUCTION INC 4157145 Must be displayed at plaw of business
1851 DELAWARE PARKWAY Pursuant to Count Code
MIAMI,FL 33125 Chapter 6A-Art. &10
SEC.TYPE OF BUSINESS
OWNER PAY ENT RECEIVED
ALL DADE GENERAL 196 GENERAL BUILDING BY TAX COLLECTOR
CONSTRUCTION INC CONTRACTOR 49.50 10/0512015
RIC).InRF PFRF7
Worker(s) 2 CGCA07527 0237-16-000074
This LoralBuNrressTaxRammoto1vrel"rrspaymentoftheLocalBusinessTIOL7171Receiptisnotalia ,
permit,or a coli"cationof the tddersquali"Cations,todobusiness.Holder mist corrplywithany namniai
regul atoy i ews and regal mna is w Mch apo y to the buss nm
The FEMPTNQabovem bedia0ayedanall corrrerdalvehicles-Miami-Dade Code Sec 8a-776.
MIAM40ADE FbrmDreinformation visit wwwSrimliftftamammil
t
RICK SCOTT,GOVERNOR _ KEN LAWSON,SECRETARY
STATE OF FLORIDA
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION fA��� �z
CONSTRUCTION INDUSTRY LICENSING BOARD.;
- T
CGCA07527
The GENERAL CONTRACTOR
Named below IS CERTIFIED
Under the provisions of Chapter 489 FS.
Expiration date: AUG 31, 2016
GARCIA, HERNAN ALFREDO _
ALL-DADE GENERAL CONST INC a�.r 2454 SW 11 TH STREET
MIAMI FL 33135
ISSUED: 09/03/2014 DISPLAY AS REQUIRED BY LAW SEQ# L1409030002157
04-30-2015
.JEFF ATWATER STATE OF FLORIDA
CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES
DIVISION OF WORKERS' COMPENSATION
CERTIFICATE OF ELECTION TO RE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAS!
CONSTRUCTION INDUSTRY EXEMPTION
This certifies that the individual listed below has elected to be exempt from Florida Worke Compensation law.
EFFECTIVE DATE: 04/30/2015 EXPIRATION DATE: 04/29/2017
PERSON; GARCIA HERNAN A
FEiN: 030423689
BUSINESS NAME AND ADDRESS:
ALL.DADE GENERAL CONSTRUCTION INC
2454 SW 11 STREET
MIAMI FL 33135
SCOPES OF BUSINESS OR TRADE
1- LICENSED GENERAL CONTRACTOR
IMPORTANT: Pursuant to Chapter 440 . 0504), F.S., an officer of a corporation who sleets exemption from this chapter by filing a cannicate of election ander this
section may not recover benefits or compensation under this chapter. Parsnant to Cdapter 440.05(121, F.S., Certificates of election to be exam
scope of the bo luessexempt or trade listed t the notice of election to be exempt. Pursuant to Chapter 440.05{13), ithin the
F.S., Notices of election to bepexempltand acertly ficotes of
election to be exempt shall a subject to revocation 1t at any time after the 111109 of the notice or the issuance at the certificate, The person named on the notice or
named ate no longer meets the requirements of this sactiaa for issuance of a certificate. The department shall revoke a certificate,at any time for failure of the person
named on the eerttfieate to meet the requirements of this section.
DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01-11 QUESTIONS? (850) 413-1809
PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE
STATE OF FLORIDA
DEPARTMENT OF FINANCIAL SERVICES IMPORTANT
CONSTRUUCTION INDUSTRDLISTRY
DIVISION WORKERS'COMPENSATION O Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who
FROMelects exemption from this chapter by filing a certificate of election
WORKERS' EXEMPT S'COMPENSATION LAW FLORIDA L under this section may 9
D chapter. not recover benefits or compensation under this
EFFECTIVE 04/30/2015 EXPIRATION DATE: 04/29/2017
PERSON: HERMAN A GARCiA Pursuant to Chapter 440.05(12), ES., Certificates of election to be
FEIN: 03042388 H exempt... apply only within the scope of the business or trade listed on
the notice of election to be exempt
BUSINESS NAME AND ADDRESS:
ALL DADE GENERAL CONSTRUCTION INC E Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt
2454 SW it STREET and certificates of election to be exempt shall be subject to revocation
MIAMI, FL 33135 If, at any time after the filing of the notice or the issuance of the
certificate, the person teamed on the notice or certificate no longer meets
the requirements of this section for issuance of a certificate. The
SCOPE OF BUSINESS OR TRADE department shall revoke a certificate at any time for failure of the
I- LICENSED GENERAL CONTRACTOR person named on the certificate to meet the requirements of this
section.
QUESTIONS? (850) 413-1809
CUT HERE
Carry bottom portion on the job, keep upper portion for yotir records.
DWC-252 CEATIFICATE OF ELECTION TO BE EXEMPT REVISED 01-11
Data
CERTIFICATE OF LIABILITY INSURANCE 11/24/2015
producer: Plymouth Insurance Agency 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 ammnd,extend
Holiday, FL 34691 or alter the coverage afforded by the polldes below.
(727) 938-5562 Insurers Affording Coverage MAIC#
Insured: South East Personnel Leasing, Inc. &Subsidiaries Insurer A: Llon Insurance Company 11075
2739 U.S. Highway 19 N. Insurer B:
Holiday, FL 34691 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,tern of condition of any contract or other document
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 ADDL Policy Effective Policy Expiration
LTR INSRD Type of Insurance Policy Number Date Date Limits
(MM/DD/YY) (MM/DD/YY)
GENERAL LIABILITY Each Occurrence
Commercial General Liability Damage to rented premises(EA
Claims Made 13 Occur occurrence)
Med Exp
neral aggregate limit applies per: Personal Adv Injury
Policy a Project ® LOC General Aggregate
Products-Comp/Op Agg
MOBILE LIABILITY Combined single Limit
Any Auto (EA Accident) $
All Owned Autos Bodily Injury
Scheduled Autos (Per parson)
Hired Autos Bodily Injury
Non-Owned Autos (Per Accident)
Property Damage
(Per Accident)
EXCESS/UMBRELLA LIABILITY Each Occurrence
ROocur ❑Claims Made Aggregate
Deductible
A workers Compensation and WC 71949 01/0112015 01/01/2016 X WC Statu- OTH-
Employers'Liability I tory Limits ER
Any proprietor/partner/executive officer/member E.L.Each Accident $1,000,000
excluded? NO
E.L.Disease-Ea Employee $1,000,000
If Yes,describe under special provisions below.
E.L.Disease-Policy Limits $1,000,000
ate' Lion Insurance CorinDarnr is A.M.Best Company rated - cellerrt . AMB#12616
Descriptions of Opemtlone/LocationalVehicles/Exclusions added by Endorsement/Speclal Provisions: Client ID: 36-80-011
Coverage only applies to active employee(s)of South East Personnel Leasing,Inc&Subsidiaries that are leased to the following"Client Company":
All-Dade General Construction,Inc
Coverage only applies to Injuries incurred by South East Personnel Leasing,Inc.&Subsidiaries active employee(s),while working in:FL
Coverage does not apply to statutory employee(s)or Independent contractors)of the Client Company or any other entity.
A list of the active employee(s)leased to the Client Company can be obtained by faxing a request to(727)937-2136 or by calling(727)938-5562.
Project Name:
ISSUE 11-24-15(AF)
Bantu Date 7 25 2o1S
CERTIFICATE HOLDER CANCELLATION
MIAMI SHORES VILLAGE Should any of the above described policies be cancelled before the expiration date thereof,the issuing
BUILDING DEPARTMENT insurer will endeavor to mail 30 days written notice to the certificate holder named to the lett,but failure to
do so shall impose no obligation or(lability of any kind upon the insurer,its agents or representatives.
10050 NE LEGEND AVE.
MIAMI SHORES VILLAGE, FL 33138
DATE(
AL�ID. CERTIFICATE OF LIABILITY INSURANCE 8/28/2015
Y,
PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
A&D ALL-LINES INS ASSOC INC ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
HOLDER.THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
5600 SST 135 Ave, Ste 106
Nliaaa., FL 33153
(305)463-6781 INSURERSAFFORDING COVERAGE MAIC#
INSURED ALL DADE GENERAL CONSTRUCTION Inc INSURERa SENECA SPECIALTZ INS C
INSURER R
3451 NW 16 STREET INSURER C:
FL 33125 INSURER D:
INSURER E
COVERAGES
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NO TANDING
ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY ISSUED OR
MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT MALL THE TERMS,EXCLUSIONS AND CONDITIO S OF SUCH
POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
LTR D POLICY NUMBER POUCYEFFEC POLICY EXP RATION LIMITS
GENERAL LIABILITY EACH OCCURRENCE $
COMMERCIAL GENERALUABILITY ! $ 100&00
CLAIMSMADE El OCCUR MED EXP OMomper=) $ 5,000
A EAG-1024322 08/2°7/15 08/2°7/16 PERSONAL&ADVINJURY $ 0
GENERAL AGGREGATE $ Q
GEN'LAGGREGATELIMITAPPLIPER: PRODUCTS-COMP/OPAGG $ 1 Q Q
POLICY PRO LOC
AUTOMOBILE LIABILITY
(FaacdddEOT)SINGLELIMIT $
ANYAUTO
ALLOWNED AUTOS BODILY INJURY
SCHEDULED AUTOS (P-pe-)
$
HIRED AUTOS BODILYINJURY
NON-OWNEDAUTOS (Peracdd-O $
PROPERTY DAMAGE $
(Permode
GARAGELIASILITY AUTO ONLY-EA ACCIDENT $
ANYAUTO OTHERJJTHAN EA ACC $
AUTOC7NLY: ACali
EXCESSNMBRELLALIABIUTY EACH CCURRENCE $
OCCUR 0 CLAIMS MADE AGGREGATE $ v
$
DEDUCTIBLE $
RETENTION $
WORKERS COMPENSATION AND
EMPLOYERS'LIABILITY
ANY PROPRIETORIPARTNER/EXECUTIVE E.LEACHACCIDENT $
OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $
desaibeurMer
E.L.DISEASE-POLICY LIMIT
OTHER
DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS
GENERAL CONTRACTOR
gRTIFICATE HOLDER CANCgLLaON
CITY OF MIAMI SHORES SHOULD ANY OF THE ABOVE DESCRIBED ES BE CANCELLED BEFORE THE EXPIRATION
DATE THEREOF,THE ISSUING INSURER WILLiENOEAVOR TO MAIL DAYS WRITTEN
BUILDING DEPT.
10 050 NE 2ND AVENUE NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT AILURE TO DO SO SHALL
MISHORES, FL 33135 IMPOSE NO OBLIGATION OR LIABILITY OF NSURER,ITS AGENTS OR
REPRESENTATIVES.
AUTHORIZED REPRESENTA
ACORD 25(2001/08) A RD CORPORATION 1988
' ROOF ASSEMOUES AND ROOFTOP STRUCTURES
Florida Building Code 5th Edition(2014)
NOV
igh-Velocity Hurricane Zone Uniform Permit Application
r1_ 1
1
Section A(General Information) 1
eu' '—,H?o.A Process N 1
Contractor's Name �� 1
Job Address
1
ROOF CATEGORY 1
1
Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tiles 1
❑ Asphaltic Shingles ❑ Metal ParteUShingles ❑ Wood Shingles/Shakes 1
❑ Prescriptive BUR-RAS 150 1
ROOF TYPE 1
❑ New roof ❑ Repair ❑ Maintenance )W Reroofing ❑ Recovering 1
ROOF SYSTEM INFORMATION 1
Low Slope Roof Area(SF) � Steep Sloped Roof AREA(SSF) Total(SFS S�'�� 1
1
1
Section B(Roof Plan) 1
Sketch Roof Plan: Illustrate all levels and sections,roof drains,scuppers,overflow scuppers and overflow drains.Include dimen-
sions of sections and levels,dearly identify dimensions of elevated pressure zones and location of parapets. 1
1
1
1
1
1
I 1
`s 1
� � 1
rQ Q 1
w
o o :. 1
� w 1
G � ° z 0 W 1
LU LL z
CL Q J Fa— .• . •• •• •• 1
f'% Q N 1
o
FLORIDA BUILD O CODE—BUILDING,5th EtMION(2414) i i• •i i i i i• •o 15.37
I I n�),a by� PMEt VWX 'by EAE P&do&*A s•2ot5*3Zt2 AM p MUM w Lane
, I
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 5th Edition(2014)
1 High-Velocity Hurricane Zone Uniform Permit Application Form.
1
1
1 Section C(Low Slope Application) To Ply Fa ner ndin Ma Tial:
! FII in specific roof assembly components and identify � 'k 4;= !
1 manufacturer Surfacing: -a,�a�.
1 (If a component Is not used,identify as"NA") Fastener Spacing for Anchor/Base Sheet Attachment: !
System Manufacturer. Field: L 1
�@�P,#Rows)�@ � 1
Product Approval No.: Perimeter.j "oc @ Lap,#plows @ L °oc 1
1 Comer. ` "oc @ Lap,#Rows�@ til°oc !
Design Wind Pressures,From RAS 128 or Calculations:
1 P1. !A-Z %. P2. P3:•1 . Number.of Fasteners Per Insulation Board: !
1 1{��, L..
! Field & Perimeter Comer
Max.Design Pressure,from the specific product
1 approval system: 5"Z . Illustrate Components Noted and Details as Applicable: !
1 Woodblocking,Gutter, Edge Termination,Stripping, Flashing,
De !
1 Continuous Cleat,Cant Strip,Base Flashing,Counterflashing, !
! Type: \`� v� c C Coping,Etc.
Indicate: Mean Roof Height, Parapet Height, Height of Base !
1 Gauge/Thickness: \? Flashing, Component Material,,Material Thickness, Fastener !
1 Type,Fastener Spacing or Submit Manufacturers Details that 1
! Slope: 1 Com ly with RAS 111 and Chapter 16. !
AnchorBase Sheet&No.of Ply(s): 'l co \\0 �, ,� �—
1 An dBase Sheet Fastener/Bonding Material:
� IJ y,x a� !
FT]
Insulation Base Layer. � :��� v��s x
1 Base Insulation Size and Thickness: Hei9aht t !
!
Base Insulation Fa ner/Bonding Material:
i 1
! Top insulation Layer: ` !
Top Insulation Size and Thickness: \ L' 1�, Mean !
Roof !
1 Top Insulation Fastener/Bonding Material: 7kb\V• Height !
! Base Sheet(s)&No.of Ply(s):
1 !
1 Base Sheet Fastener/Bonding aterial: •• ••; 1
. .. . . . ... .
` Ply Sheet(s)&No.of Ply(s):
1 Ply Sheet Faste Bonding Material: • ''' • ••• •• 1
.. . . . . . . . .
. .. . . . .. ..
Top Ply:C6x?&
15.38 FLORIDA ALOSNI;i CbXJ SIDid,A EDITION(2014) _
® Copyright m,-ft-sM by.ICC(ALL RIMM REMVEDg by)'.Pala«.Uf.C lois 1%32.1 nM p�muma m r ise
itll'� 11 1 Aviceu L No fmdm mproduelim m&mize&
`5ha Miamishores V11age
•n. u. Building Department
10050 N.E.2nd Avenue
��`�,pR�p► 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,F133138
Re: Owner's Name:,,. A
Property Address:, 9d`
Roofing Permit Number:
De Building Official
I "_certify that I am not required to retrofit the roof to wall connections of my
buil ing because:
ig The 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 edition of the outh Florida Building Code(1994 SFBC)
Signature Print Name
State of Florida
County of Dade •• ••• •-
The undersigned, being the first duly swom,deposes and says that he/she a the DwriO' rthd�abavc'property mentioned.
Sworn to and subscribed before me this ZT ,......_..d�ys.efYf
JIM P.PERgZ •• •.. •..
s`P� Y ►s MY COIi NSSION 40=03 .
Notary Public, Sate of Florida at Large � ?°:: ifs JWe 19.20?6 '• '•
... .
• When the just valuation of the structure for purpose of ad rem taxation is equal to or more than�OQ,O�0.00, ... not iroftled w0h FBC nor a 1994
SFBC.Then you mist provide a builds application from a General Contractor forthe Roof to Wall&nnekidl w&dc6e;mmg;ion:.•.:
Revised on 5/21/2009
♦5 01 Miami Shores Village
„„, Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
�,�pRi'�pp► Tel: (305) 795.2204
Fax: (305) 756.8972
AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION (HURRICANE MITIGATION
RETROFIT FOR EXISTING SITE-BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT
TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department Date: /l - 2 0�
10050 NE 2nd Ave
Miami Shores, FI 33138
Re: Owner's Name: ` '
Property Address: woo 33/30
Roofing Permit Number:
Dear Building Officia r
certify that I have improved the roof to wall connections of the referenced
property as required by the Manual of Hurricane Mitigation Retrofits for Existing Site-Built Single Family Residential
Structures as adopted by the Florida Building Commission by Rule 9B-3.047 F.A.C.
�. ��n �- -
Signature Print Name
State of Florida
County of Dade
The undersigned, being the first duly swom,deposes and says that he/she is the owner for the above property mentioned.
Swom to and subscribed before me this .2 ti day of : : .'20���.•'
. .. . . . . ... .
.. ... .. . . . ..
Notary Public, Sate of Florida at Large
. ... . .. ... ...
JOSE P PEREZ'..
(SEAL) -' MY COMMISSION#EE209593
ExPIRESJune19.2016 •; ; ; ; •;• ; fINAL COMPLIANCE ov 1
0 see
Revised on 5t2 MIN • • • • • • • •
••• •
0 0 www • •
<ORID�
SECTION 1524
HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
1524.1 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.
S
2.1� Renailing wood decks:When replacing roofing,the existing wood roof deck may have to
be renailed in accordance with the current provisions of Section R4403.(The roof deck is usually
concealed prior to removing the existing roof system).
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 appearance.
67pOverflowscupper,(wall outlets): It is required that rainwater flows ows 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 accg-rdance with the requirements of Sections R4402, R4403 and R4413.
0 r/Ag nt's Signature Date Contractor Signature Date
'-)w A16i q t
Property Address Permit Number
Revised on 7/9/2009 LD;07/01/2015;
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MIAMI•®ADE MIAMI-DARE COUNTY
�-------� PRODUCT CONTROL SECTION
r� 11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOAHC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DWMON T(786)315-2590 F(786)31525-99
NOTICE OF ACCEPTANCE (NDA) Lv�21 miamidade.gov/economy
GAF _
1361 Alps Road
Wayne,NJ 07470
SCOPE:
This NOA is Ding 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 blow.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.I 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 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 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.
TERKWATION of this NOA will occur after the expiration date or if there has been a revision or change in
the materials,use,and/or manufacture of the product or process.Misuse of this NOA,as an endorsement of any
product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the i$cfurei`ori dWibutors
and shall b available for inspection at the job site at the request of the Buildidg i1f• ••• •
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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. 000 0:0 ••• o•� •••
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NOA No.:13-1022.15
or : Ex0irbtibn'"te; 11/p4/18
JAPPRSDE otr>`rrY : .Aa1al oatt 111j*/14
• �p>;.. 0.0P14e%:0f 16
ROOFING SYSTEM APPROVAL
Ca o Roofing
Sub-Cateeory BUR
Mate Fiberglass
Deck Tvae: Wood
Maximum Design Pressure: -75 psf.
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Test Product
Product Dimensions Specification Descri tion
GAFGLAS®#75 Base 39.37"(1 meter) ASTM D4601 Type II asphalt impregnated and coated glass mat
Sheet Wide base sheet.
GAFGLAS®#80 Ultima 39.37"(1 meter) ASTM D4601 Type Il asphalt impregnated and coated,fiberglass
Base Sheet Wide base sheet.
GAFGLAS®FlexPly 6 39.37"(1 meter) ASTM D2178 Type VI asphalt impregnated glass felt with asphalt
Wide coating.
GAFGLAS®Ply 4 39.37"(1 meter) ASTM D2178 Type IV asphalt impregnated glass felt with asphalt
Wide coating.
GAFGLAe Mineral 3937"(1 meter) ASTM D3909 Asphalt coated,glass fiber mat cap sheet surfaced
Surfaced Cap Sheet Wide with mineral granules.
GAFGLAS®EnergyCap'm 3937"(i meter) ASTM D3909 Asphalt coated,glass fiber mat cap sheet surfaced
BUR Mineral Surface wide with mineral granules with factory applied
Cap Sheet EnerpCote
GAFGLAe Stratavene 39.37"(1 meter) ASTM D4897 Fiberglass base sheet coated on both sides with
Eliminator Perforated Wide asphalt.Surfaced on the bottom side with mineral
Venting Base Sheet granules embedded in!asphaltic coating with factory
perforations.
GAFGLAe Stratavene 39.37"(1 meter) ASTM D4897 A nailable,fiberglass(base sheet impregnated and
Eliminator Nailable Wide coated on both sides with asphalt.Surfaced on the
Venting Base Sheet bottom side with mineral granules embedded in
asphaltic coating.
Ruberoid®SBS Heat 39.37"(1 meter) ASTM D6164 Non-Woven Polyester mat coated with polymer-
Weld7 Smooth Wide modified asphalt and(smooth surfaced.
Ruberoid®SBS Heat- 39.37"(1 meter) ASTM D6164 Non-Woven Polyest mat coated with polymer-
Weld"'25 Wide modified asph,�and � th wdaced. ..
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Ruberoid®20 39.37"(1 meter) ASTM D6163 SBS modified asp basi slielt L tfofCe with a
0 00
Wide glass fiber mat.
Ruberoid Mop Smooth 3937"(1 meter) ASTM D6164 Non woven polyester mat coated witia po Wer-
wide modified asphalt i!d-siamsurfaced.. .. %
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NOA No.:13-1022.15
•:• : E4AtionWte: 11/04/18
: •4t*py
*o'a gatj 11&6/14
., , .:. .:*PRe%f 16
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Test Product
Product Dimensions Specification RWrID6031
Fire0u17 Fire Barrier 5, 55 gallons Proprietary Low VOC,water based fire barrier coating.
Coating i
VersaShiele Fire 350 sq.&roll ASTM D226 Non-Asphaltic Fiberglas-Based Underlayment.
Resistant Roof Deck
Protection
Topcoat®Surface Seal 5 gallons ASTM D6083 Solvent based sprayable thermoplastic rubber
SB sealant designed to protect and restore aged roof
surfaces and to increase a roofs reflectivity.
APPROVED INSULATIONS:
TABLE 2
Product Name Product Description Manufacturer
(With Current NOM
EnergyGuard7 Polyiso Insulation Polyisocyanurate foam insulation GAF
EnergyGuard7 RA Polyiso Insulation Polyisocyanurate foam insulation GAF
EnergyGuard7 RN Polyiso Insulation Polyisocyanurate foam insulation GAF
EnergyGuarC Perlite Roof Insulation Perlite insulation board. GAF
EnergyGuard w Perlite Recover Board Perlite recover board GAF
EnergyGuard'RA Composite Polyiso Polyisocyanurate foam insulation with high GAF
Insulation density fiberboard or Permalite perlite
insulation
SecurocV Gypsum-Fiber Roof Board Gypsum roof board United States Gypsum Corp.
StructodeV High Density Fiber Board High density fiber board Blue Ridge Fiberboard,Inc.
DensDecV Roof Board Gypsum board Georgia-Pacific Gypsum LLC
.00
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NOA No.: 13-1022.15
E irut n te; 1UII4/18
SAM oe a JAPPROVED! .A JM I tp.tes 11/06/14
0% .
%f 16
I
APPROVED FASTENERS:
TABLE 3
Fastener Product Product Manufacturer
Number Name Description Dimensions (With Current NOM
1. Drill-Tec#12 Fastener Insulation fastener for steel, various GAF
wool&concrete decks.
2. Drill-Tec"`#14 Fastener Insulation fastener for steel, various GAF
wood&concrete decks.
3. Drill-Teo"'XHD Fastener Carbon steel extra heavy duty Various GAF
fastener used in steel decks.
4. Drill-Tec''ASAP 3S Drill-Tec#12 Fastener with Various GAF
Drill-Tec 3"Standard Steel
Plate
5. Drill-Tec""3"Steel Plate Round galvalume stress plate 3"round GAF
used with Drill-Tec'.
fasteners.
6. Drill-Tee 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"'AccuTrac®Flat AZ-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 AccuTrae Galvalume Steel plate for use 3"square GAF
Recessed plate with Drill-Tec fasteners.
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NOA No.:13-1022.15
0:0
: 1�1�1 �1An'$� r 11/Q4/18
r Ecou�nr 04plbjsl�to 1�n4
11A... • ..; •• • 0 P"eltof%
EVIDENCE SUBMTMD:
T= Test Identifier Description Date
Factory Mutual Research Corp. J.I.2B8A4.AM 4470 07/02/97
JJ.3B9Q1.AM 4470 01/08/98
J.I.ODOA8.AM 4470 07/09/99
J.I.ODIA8.AM 4470 07/29/94
J.I.OY9Q5.AM 4470 04/01/98
3029832 4470 05/11/07
UL LLC R1306 UL 790 07/22/13
PRI Construction Materials GAF-012-02-02 ASTM D4971 11/06/01
Technologies,LLC GAF-020-02-01 ASTM D4971 02/01/02
GAF-082-02-01 ASTM D6083 05/07/06
GAF-084-02-01 ASTM D6083 05/09/06
GAF-270-02-02 ASTM D226 11/15/10
GAF-276-02-01Rev ASTM D6083 12/16/10
GAF-276-02-02 ASTM D226 11/15/10
GAF-306-02-01 ASTM E96 07/07/11
GAF-314-02-01 ASTM D2178 08/23/11
GAF-315-02-01 ASTM D2178 08/23/11
GAF-369-02-01 ASTM C1289 10/22/12
GAF-417-02-01 ASTM C1289 05/28/13
GAF-464-02-01 ASTM C1289 10/22/12
GAF-499-02-01 ASTM D6083 03/12/14
GAF-500-02-01 ASTM D6083 03/12/14
IRT of S.Fl. 02-005 TAS 114 ' 01/18/02
02-014 TAS 114 j 03/22/02
Trinity ERD G30250.02.10-3-R1 ASTM D3909 11/26/12
G31360.03.10 ASTM D610 03/31/10
G33470.01.11 ASTM D6164 11/16/11
G34140.04.11-2 ASTM D6163 04/25/11
G34140.04.11-4 ASTM D6401 04/25/11
G34140.04-11-5 ASTM D4897 04/25/11
634140.04.11-5-R1 ASTM D4897 10/18/13
G40630.01.14-2A-1 ASTM D6164 01/07/14
G43610.01.14 ASTM D3909 01/22/14
G6850.08.07-1 ASTM D3909 08/13/07
G30250.02.10-3-R1 ASTM D3909 11/26/12
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NOA No.:13-1022.15
':• : E �liODn' q11"18
ec :..qq8 jm Dam 114W14
1APPROVEDI --.d' ... . . . .:.P"e%of 16
APPROVED ASSEMBLIES
Membrane Type: BUR
Deck Type II: Wood,Insulated
Deck Description: 19/32"or greater plywood or wood plank
System Type A: Anchor sheet mechanically fastened,all layers of insulation adhered with approved asphalt.
All General and System Limitations shall apply.
Fire Barrier: FireOut"°Fire Barrier Coating,VersaShield"Fire-Resistant Roof Deck Protection or
(optional) Securock"Gypsum Fiber Roof Board.
Anchor sheet: GAFGLAS"#80 Ultima Base Sheet,GAFGLAS' Stratavents'Eliminator Nailable
Venting Base Sheet,Ruberoid"20,Ruberoid"SBS Heat Weld?Smooth or Ruberoid"Heat-
Weld"°25 base sheet mechanically fastened as described belo;�
Fastening Options: GAFGLAS"Ply 4,GAFGLAS"Flex Ply 6,GAFGLAS"#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 field.
(Maximum Design Pressure-45 psf.See General Limbalion#7)
GAFGLAS"Ply 4,GAFGLAS"F1exPly 6,GAFGLAS"#75 Base Sheet or any of above
anchor sheets attached to deck with Drill-Tec#12 Fastener,Drill-Tec''#14 Fastener and
Drill-Tec""3"Steel Plate,Drill-TW"AccuTrac"Flat Plate or Drill-Tec AccuTrac"
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"FlexPly.-6,GAFGLAS"#75 Base Sheet or any of above anchor sheets
�j attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of
V 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 Ultima""Base Sheet,Ruberoid"20,Ruberoid"Mop Smooth,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-60 psf.See General Limitation#7)
GAFGLAS"#75 Base Sheet or any of above anchor sheets attached to deck with Drill-Tec
#12 Fastener,Drill-Tec"°#14 Fastener and DrillTec 3"Steel Plate,Drill-Tec"'AccuTrac"
Flat Plate or Drill-Tec AccuTrac"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 General Limitation#7)
Any of above anchor sheets attached to deck aptIoNdfWularA g2;bbnJMails and 3"
inverted Drill-Tec insulation plates at a fastener jpaoig�jo 9�arc.a8tha4"lap staggered in
two rows 9"in the field. •• 000 •• . i i ••
(Maximum Design Pressure-60 psf.See General Limitation#7)
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NOA No.:13-1022.15
• :I4'atpiiHti3n Ddte: 11/84/18
j4 pjrowlaate: 11/06/14
•�• •� ••• :• *:Page6of16
Fastening Options: GAFGLASe#75 Base Sheet or any of above anchor sheets attached to deck with Drill-Tec
(Continued) #12 Fastener or Drill-Tec#14 Fastener and 3"Drill-Tec 3"Steel Plate,DrillTec
AccuTrac Flat Plate or Drill-Tec AccuTrace 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.
(Mmamum Design Pressure—75 psf.See General Limitation#7)
One or more layers of any of the following insulations.
Insulation Layer Insulation Fasteners Fastener
(Table 3) Dewy/ire
EnergyGuard7 Polyiso Insulation,EnergyGuarC RA Polyiso Insulation,EnergyGuardr RA Composite
Polyiso Insulation
Minimum 1"thick N/A N/A
EnergyGuard'Perlite Recover Board
Minimum Vi"thick N/A N/A
EnergyGuard"'Perlite Roof Insulation
Minimum 3/4"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 lbsJ180 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. GAF requires either a ply of GAFGLASe Stratavente Eliminator Perforated Venting Base
Sheet laid dry or a layer of EnergyGuarC Perlite Roof Insulation or wood fiber overlay board on all
isocyanurate applications.
Base Sheet: Optional)Install one ply of GAFGLASe#75 Base Sheet,GAFGLAS®#80 Ultima`°'Base
Sheet,GAFGLASe Stratavente Eliminator Perforated Venting Base Sheet,Ruberoide Mop
Smooth,Ruberoi 20,Ruberoi SBS Heat-Weld Smoo qr uberoid SBS Heat-Weld'
25 directly over the top layer of insulation. Adhere with any approved mopping asphalt
applied within the EVT range and at a rate of 20-40 lbsJsq;(see General Limitation#4).
Ply Sheet: One or moreies r=AGI-AS®PLY 4 GAFGLASe Flex Ply" 6 sheet or GAFGLA a#80
Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT
range and at a rate of 20-40 lbsJsq.
Cap Sheet: (Optional) One ply of GAFGLASe Mineral Surfaced Cap Sheet or GAFGLASe
Ener gyCap BUR Mmes ap eet a in a full mopping of approved
asphalt applied within the EVT range and at a rate of 20-40 lbsJsq.
Surfacing: Optional on granular surfaced membranes;required for smooth membranes.Chosen
components must be applied according to manufacturer's',application instructions. Ali
coatings must be listed within a current NOA.
1. Gravel or slag applied at 400 lbsJsq.
and 300 lbsJsq.respectively in a flood coat
of approved asphalt at 60 lbsJsq. ...
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2. Topcoat®Surface Seal SB applied a*Ito't5 '•
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Maximum Design
Pressure: See Fastening Options.
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NOA No.: 13-1022.15
1:0 11/04/18
. : :':Aorotal.Dgte: 11/06/14
JAPPROVED! .:. :' '*' .:. :' ':Page 7 of 16
WOOD DECK SYSTEM LDnTATIONs:
1 A slip sheet is required with GAFGLAS®Ply 4 and GAFGLAe Flex Ply 6 when used,as a mechanically fastened
base or anchor sheet.
2. Minimum`/a"DensDWVm Roof Board or%2"Type X gypsum board is acceptable to be installed directly over the
wood deck.
GENERAL UffrATIONs:
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 20-401bsJsq.,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 IT in each ribbon to allow cross ventilation. Asphalt
application of either system shall be at a minimum rate of 121bsJsq. Note: Spot attached systems shall be
limited to a maximum design pressure of-45 psf.
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F)value of 275 lb£,as
tested in compliance with Testing Application Standard TAS 105. If the fastener value,as field-tested,are below
275 lb£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,RegistereArchitect,or Registered
Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value
taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application
Standard RAS 117.
7. Perimeter and comer 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 hailers,metal profile,and/or flashing termination designs shall conform to
Roofing Application Standard RAS 111 and applicable wind load requirements.
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e.field,
perimeters,and corners).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at
enhanced pressure zones(i.e.perimeters,extended comers and comers).(M. gyp%t#b limitation: is specifically
referred within this NOA,General Limitation#7 will not be appl&able.): : : : : : :
10. All products listed herein shall have a quality assurance audit in acro4nc;; lk 164H Wilding Code and
Rule 61G20-3 of the Florida Administrative Code.
END OF THIS ACCEP.TA*CE .:w w
.w. w w
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NOA No.:13-1022.15
:' : : : ex¢ition D$te: 11104/18
DADS COUN7Y i i w i i w:�p�roSa4D�te: 11/06/14
w:w :' ': 0.' .:. 'Page 16 of 16
TGFU.M306
Roofing Systems
GAF MATERIALS CORP ?t1306
1361 ALPS RD
WAYNE,N3 07470 USA
ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT
Class A
4.Deck: C-15/32 Incline: 1
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 02"GAFGLASOD#75 Base Sheet"or"Tri-Ply®#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 03 "GAFGLASO Mineral Surfaced Cap Sheet"or"Tri-
Ply®Mineral Surfaced Cap Sheet"or"GAFGLASO EnergyCapTm BUR Mineral
Surfaced Cap Sheet."
Surfacing(optional):—"TOPCOAT®EnergyCoteTmll applied at a tate of 2-gal/100-iii.
Copyright 0 2011 Underwriters Laboratories Inc.
The appearance of a company's name or product in this database does not in itself assure
that products so identified have been manufactured under UL's Follow-Up Service.Only
those products bearing the UL Mark should be considered to be Listed and covered 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
Directory subject to the following conditions: 1.The Guide Information,Designs and/or
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must appear adjacent to the extracted material. In addition,the reprinted material must
include a copyright notice in the following format:.Eppyright®20i 4: •
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