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RF-15-1074Project Address Parcel Number Applicant 9402 NW 2 Place 1131010150050 URSULA WILSON Miami Shores, FL Block: Lot: Owner URSULA WILSON 9402 NW 2 PL MIAMI SHORES FL 33150-2217 Contractor(s) Phone Cell Phone SUPREME ROOFING S: CONSTRUCTI( (786)229-9331 of Work: Re Roof onal Info: RE -ROOF TILE AND FLAT ROOF ification: Residential ling: 3 Fees Due Miami Shores Village 10050 N.E. 2nd Avenue NW Bond Type - Contractors Bond Miami Shores, FL 33138-0000 Fo Phone: (305)795-2204 DBPR Fee $4.13 Project Address Parcel Number Applicant 9402 NW 2 Place 1131010150050 URSULA WILSON Miami Shores, FL Block: Lot: Owner URSULA WILSON 9402 NW 2 PL MIAMI SHORES FL 33150-2217 Contractor(s) Phone Cell Phone SUPREME ROOFING S: CONSTRUCTI( (786)229-9331 of Work: Re Roof onal Info: RE -ROOF TILE AND FLAT ROOF ification: Residential ling: 3 Fees Due Amount Bond Type - Contractors Bond $500.00 CCF $5.40 DBPR Fee $4.13 DCA Fee $4.13 Education Surcharge $1.80 Permit Fee - New Roof $275.00 Scanning Fee $9.00 Technology Fee $7.20 Total: $806.66 Valuation: $ 9,000.00 Total Sq Feet: 1736 Pav Date Pav Tvoe Amt Paid Amt Due I Invoice # RF -5-15-55447 05/06/2015 Credit Card 05/11/2015 Credit Card Bond #: 2710 $ 50.00 $ 756.66 $ 756.66 $ 0.00 Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Roof in Progress Renailing Affidavit Review Roof Cap Sheet In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore. I authorize the above-named contractor to do the work stated. Authorized Signature: Owner / Applicant Agent 11, 2015 Building Department Copy May 11, 2015 1 BUILDING PERMIT APPLICATION Miami Shores Village CKJ7,r- Building Department MAY 06 2015 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 IBY < j INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 a® Master Permit No. IS — 1 4 Sub Permit No. ❑BUILDING ❑ ELECTRIC M ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING [:]MECHANICAL ❑PUBLIC WORKS [:]CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 9402 NW 2ND PLACE City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-31-01-015-0050 Is the Building Historically Designated: Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): URSULA WILSON Phone#:305-469-7730 Address: 9402 NW 2ND PLACE City: M IAM I State: FL Zip: 33150 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: SUPREME ROOFING & CONSTRUCTION, INC. Phone#: 305-726-4755 Address:"' W -W- City: MIAMI State: FL Zip: �3�f Qualifier Name 'C - Phone#: -794 -1-21Z State Certification or Registration #: a, Cc 3 % 92_777"I Certificate of Competency #: DESIGNER: Architect/Engineer: Address: 7( City: State Zip: Value of Work for this Permit: $ Square/Linear Footage of Work: 17 3 4 Sg f Type of Work: ❑ Addition ❑ Altera ion T❑ N w M Repair/Replace ❑ DDemolition� Description of Work: l4ee - o � ! (' 7 . O d [ �F , A/If T f�� 6 41 Specify color of color thru the: ig Submittal Fee $ 6 -in, zo Permit Fee $ Scanning Fee $ Technology Fee Structural Reviews $ (Revised02/24/2014) Radon Fee $ DBPR $ Notary $ Training/Education Fee $ Double Fee $ Bond $ m• M TOTAL FEE NOW DUE $,P ro Gro //�� (O S. GG 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 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 noticP;j the inspection will not be approved and a reinspection fee will be charged. /'� 1--� 7 Signature LLVC-.'� 1 r" Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instr t was acknowledged b ore me this 16TH day of APRIL 2D 15 , by Z 9�� day of r 20 ®� , by URSULA WILSON , who is personally known to � 91l - �i4� 7 , who is personally known to me or who has produced FLA. DRIVER LICENSE as me or who has produced /J/'. %�� :s 4j'C e A Jf as identification and who did take an oath. NOTARY PUBLIC: DWK3HT MOBLEY Seal: NOTARY PUBLIC STATE OF FLORIDA Cmvy* FF131823 APPROVED BY (RevisedO2/24/2014) identification and who did take an oath. NOTARY PUBLIC: 01 Sign: Print: 4 C e- �f'Yo"1,•. Michael i ome' Seal: aids!:.fig r � Plans Examiner Structural Review Expires: Oct 09, 2017 WWW.AUONNOTARYan arra+r��re�.��s•r�a**w,�»aim*ww»s•**s►a�• Zoning Clerk To: Page 3 of 5 2015-05-06 11:11:53 (GMT) 19543230991 From: Derrick Smith v -1.1-11b uuunsea oy 2ne pepaament of business and. Professional Regulation,. Ourprofesslonals::and businesses range :_�.....: �___......:....... =" :STAT, from architects to.yacht.ptokers from boxets to barbeque restaurants, n and they kepp.FlaCida's:ecQritamX Vitro.. .. .. RA Di .Every.''daywe work'to.improve the. wayave:da business in order -to GG.1 $ 78.74 s $erve..yQ.0 better. For information about our services,:plea-e.log gnto. www.myfloridalice.nse.corn:: There.you can find more information 'GERTiFJED:R about.our•ditrisions:and.theregulafionsthatimpactyou,.subscribe , to department.newsletters.and..learn..more:about the D.epartment'.s, " ' In! tiatiyes. .. .. ..... „ , ill Rt*11QE 0� ..Ou"r.mission at the Pepartment i&;. l:icen&e.Efficietttly, Regralate.Fattly. - - VVi3 constantly strive.:t9-zer`ie you bel ' -so that:you .can.senre.ynur . " 'doing r :;.::°: customers. Thhenk you for business. in.:Florida, end: P ratulatians:onyour.new.lipense! sz; .:: ;iT:ifiD`<und cM'sr', To: Page 2 of 2 2015-04-29 17:14:35 (GMT) 19543230991 From: Derrick Smith ,,:n >.\•..?,> i...^...,n>^av2n•n:u.;.r..nA.:'i'^�:.�T��\'.i�..-:i;`:,T?:y;?5::�i'?w..%. "'>::0�^.;T'A'ti°%S' �irl`_... .`z;> +.jai?3:>': ,��>r, .<3.,. 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R;•.:aTr: »,� �ri�i:;�%'.., �`>ti'��:,; :�r,•,2:., ...:.:;. ,.,.. ...,�;.:.�e.,.:»;,:,. .,�"`•':,s';.,�,^;vac`': :�`sr. .:,,,.ro,., •:.;::.: n.r. ,...,',y.c, .:., •,:r<c!a�rtr;x;.:.L-c�h ,;�c.� %;�d,�>r . :, ...,.>,....i.^4 _ .. • :QWN[cA : p.:.:, :Sf:G. •1'l`p. �,`^�y.0 sWes ^%"rr`` `i7a>? SU; ••ME'R wOFEN i r,<'.a qf':•°.;t'a'FAYMENT• ,`.;1.:%`a^yAL BU C- OR.f p:avri�a >,f'rij>.?'T:S.^o" �M ;$q•m:• e ,.5.`t.::' ,,, •T<<;,;» is: �,,;�, .l^ ` r�:Fa:�id�•.,� 9 `,.Y +.tr•axaa>.,�:�.. ..;;.: 'fi• `h..:.n.,.,,`,c.•.:,,., =;ik'• w ,wfi'Ga;'n.,....,_>> ...`6c:' .'[,S-QQ' 2. `2iRP ^'L. 2F,'^i' ssTax '$e and co a ::*: <i• _ ._ �k :._'R�: Y nfg�g9 p Yme!�`g;;�he Lacel;'@fi>9�e?±=�s�;�y'I;f!$'.; , • W is not��ioeese, - ...1 Betio Qusi "z.":,... perrna.o an mef's 1' t c _.amu .: .�. Z>3 tTq Aes :tlniderfiw3 `�6, ..1'ralxW,envgowmneplaq, > ; 1 regAlRmE (' itnd r ueme*'Wwb E it#. a us n vY>t fG a. a sk�',� ,�iP�r, '14f0, ahcf>it he a[ispi'` ' d an a ll.C.ammercial vehi � o.` d ;t4 N;. �•., . • .:'.�'HIAI1t• EiFa:?; .:: .::>... <9"CCit�''t` 3�.aC.. e' h � • - :�;!�:t�°►a,u�ent�Upfb'yk,ife �iarnidarle�ttV/fs5tcdlf�tbF:: �Svz.::),,>,�s!;�y:."+n';y..i ;Sa�sAiaC .,. :rt.:^:...a... _ „>au• };�apc5: .. :.,C:: •h.. �f?L:tim.iM:).:Pt``?vv,,, _,3:i:T..; S'i�X� fist\.'lP... :r;i`^. t.�t.'�.. .. uxy�;o,•lt....,,.!t•• ,,:T To: Page 2 of 2 2015-05-06 11:08:11 (GMT) 19543230991 From: Derrick Smith Policy Number: Date Entered: 1'> i -1 n 10n-1 A ACORO CERTIFICATE OF LIABILITY INSURANCE TE (MWDDrfyyy) FDA4/29/2015 4 29 2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certtficate holder in lieu of such endorsement(s). PRODUCER SAI1�T INSURANCE CONT NAME:�CT ALLISON 730 SW 4TH ST. #3 CAPE CORAL, FL 33991 PHONE ($66) 587-7147 A/No :X (888) 542-3507 E-MAIL ALLISON@GnTME�TINSURE. COM ADDRESS: INSURERS AFFORDING COVERAGE NAIC H INSURER A: pRi''TT'-PtED CONTRACTORS INS. CO. (RRG) 12497 12/9/2019 INSURED SUg,[RM ROOFING & CONSTRUCTION INC INSURER 8: INSURER C 2600 NV 155TH TER MIAMI, FL 33054 INSURER D INSURER E INSURER F: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR 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. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADVIL SUER LTR TYPE OF INSURANCE INS WVD POLICY NUMBER POLICY EFF MWDO/YYY POLICY EXP MM/DDNYYY) LIMITS A COMMERCIAL 0"ERAL LIABILITY CLAIMS -MADE OCCUR pCIC5026-PCA533720 12/9/2019 2/9/2015 EACH OCCURRENCE $ 1,00 '000 PREM SES Ea occurrence $ 50,000 MED EXP (Anyone person) $ ej QQQ PERSONAL &ADV INJURY $ 1_000,000 GENLAGGREGATE LIMITAPPLIES PER: POLICY ElPRO-❑ JECT LOC GENERAL AGGREGATE. $ 1,000,000 PRODUCTS -COMP/OP AGG $ 1,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ COMB ANYAUTO ALL OWNED F SCHEDULED AUTOS AUTOS BODILY INJURY (Per person) $ BODILY INJURY(Peraccident) $ HIRED AUTOS AUTOS W NED PROPERTY DAMAGE $ Peraccident UMBRELLA LIAS 3 OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS -MADE AGGREGATE $ DED RETENTION $ WORKERS COMPENSATION ANDEMPLOYERS' LIABILITY Y/N ANY PROPRIETOR/PARTN E R/EX E CU TIVE OFFICEWMEMBER EXCLUDED? ❑ (Mandatory In NH) It yes, describe under $ PER OTH- STATUTE ER N/A E $ E.L. ACH ACCIDENT E.L. DISEASE - EA EMPLOYEE $ DESCRIPTION OF OPERATIONS below E.L. DISEASE -POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101, Additional Rem arcs Schedule, maybe attached H more space is required) LISCENSE #-1327874 C CI?TIt:IPATC unr nrn Miami Shores Village SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 33i,J Iding Dept THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE 2ND Ave ACCORDANCE 1MTH THE POLICY PROVISIONS. Mi—I Shores, FL 33138 AUTHORIZED REPRESENTATIVE Fax: 305-762-4949 W'Ia6a-[U74 AGUKL) cUKPOKATION. All rights reserved. ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD Producedusing FonnsBoss Plus software.www.FonnsBoss.comlmpressivePublishing 800.208-1977 AtC'[`3>I' .. CERTIFICATE T LIABILITY. II 1 DarE Lm�lrinOiY"1, ... ./207.5' 5/4 THIS CERTIFICATE. IS ISSUED 'ASA MATTER' OF .INFORMATION ONLY` AND CO AIEERS NO RIGHTS lJPpN Tk{lr :CERTIFfCATE'.i iOLDER. THIS ' CERTIFICATE 'DOES NOT AF IRiVIAT(VEL1! QR 'NEGATIVELY. AMEND, E]CTENP OR.ALTER "THE CPVERAGE AFFOI;pED BY THE POLICIES BELOW. TM1$ 'CERTIFICATE OF :INAVRANCE'DOES.'NOT :CONSTITUTE A CONTRACT UETWEEN THE. ($SUING INSURER(S)', AUTHORIZED REPRESENTATIVE'OR"PRODUCER, ANN THE CERTIFICATE HOLDER. IMPORTANT: If the.'rerti(iFate halcieF is -an ADDITIONAL INSURED, the pollcy{ies) must.be endorsaIll. ItSuBROGATIONdS WAIUE0,zuWect4o. -the temts:aad condltlotts of the:paticy, •certain policies may require an -endorsement A statement on thLs.certificate.4cas-not confer �...... • hts'tQ •the Certificate holder In lieu of such-endor3emserrt . PRalaucER' CONTNAIRE:CeMftcat0. Vbr fica6on Deposit MighriskPoint:Service.,.,LLC: PHONE 8QQ-660-.9066 Fx N,):. 8.OQ650-9055. � a:-INA[L "" ' ... Dallas, T?S 75254' ADDRESS: '. INSURER s Ars=Dme covmmoe NAIc e INSURERA; :C.ompagion.Property &"C.asualty.insurance.Compan! 12157 INSURER B: :Supreme Roofing & :Construction, Inc.INSURER ':2600 NW 9.EEth Terr . ". C:' . .. Miami: FL 33054 INSURER O:' PERSONAL L ADv INJURY $ INSURER E: MSURERF: CAVRR®(ARC '------- ------ •-- M=VIiWVW RUfYlt3tlt: THIS IS'TO CERTIFY THAT THE.f'OLICIES'OF iNS.URANCE LISTED BELOW HAYE'BEEN'IS$UEI?. TC THE INSURED. NAMED AROVE FOR THE POLICY -.PERIOD.' :'INDICATED. NOTWITHSTANDING.ANY'RFq•UIREMENT. TERM 4R COIdiJIIION OF ANY CONTRACT :OR OTI iER DQCLIItAENT WTH 'RESPECT`TO WHICH THIS. CERTIFICATE:MAY.T3E ISSUED OR'MAY PERTAIN, TFIE::INSURA�ICJ .ARfORDED Bel fNE'POLiGIES'DE$CRIBED.tiEgEIN 15 SUBJECT T0 -.ALL TtIg TERMS, ' -EXCLUSIONS AND CONDITIONS OF SUCH POUCIE$. LIMITS SHAWN MAY'HAVE BEEN 12EUUCEIJ.BY PAID CLAIMS. LTR TYPE. OF INSURANCE D R POLICY NUNBER �ENUDD FB:F M�iJI/D Y E(P LIMITSGENERAL, LIABI4ITY. . COMME,RC(ALGENERALUApILfTY CLAIM9 ... .. .. .. � EACH OCCURRENCE $ TO REN .. . PREMISES Ea frena S MSD EXP (Airy.orsepatann) g .. MADE bCCUR ' .. ... � ' ' . . .. .. PERSONAL L ADv INJURY $ GENERAL AGGREGATE . .. .'.. OEH'L ACCREOATE uMrr APPLIES PER: POLICYO PRODUCTS •COMP/OP.AGG $ ' AIITOMpBIL�1 tAB41TY` .. ANYAUTO ALLOWN,EO. BJ'Vr LCp A UTOS: HIRED AUTOS NON•OVOi�IEQ ' Auxos, •' ' � dINED I t t n BODILYINJURY.(Perpeson) $ BOOILY INJURYIPorieWenQ $ 'PROPERTY DAMAGE . ' UNIPRE,LA LWB . OCCUR. CLAIMS -MADE . , EACH OCCURRENCE: $ AGGHt(iAIE ..... $ DED1,RCTENTIQN.4.. A ' WORKER¢ COMPENSATION '' ANMEMPLOYMM, LIABILITY ANY PROPRIETOR/PARTNSVEXKUTIyI . Y / N DFFICtrME�tBEkI xlxtrutur. '. .. ' (Mandatpry•M.NH) K desaibe under. LI M:RIPiHINOFUPERATIUNSbeloty .. NIA +,' • • .. • ' 21V1tECAJ56Q ..� 03/7/2015 ..., 03/27/016 $ WC S I ATU- LITH• . E.L EACH ACCIDENT $ 1;000,OQQ E.L: DISEASE'- EA EMPLOYEE:S "1,000,000 E.L.7;000,QQO .DISEASE�POLICYLIMIT $ DESCRIP-MO40FOPEjgTIONSILOCATION$/VMPLF$.(AttachAC nlPt.A.0011jmWRemarkg,Srdladul@,.It:maraspase'1srequbarq. RoOft Licensed.CQntragtortxCCG1.��7$7g.. - CERTIFICATE -HOLDER 7-77�". CANCELLATION ..Miami Shores.uilagg t) LIU i3UUdl SHOULD.ANY'OF THE ABOVE DESCRIBED POLICIES BE :GANCELLE.D'BEFORE THE EXPIRATION DATE THEREOF, NOTICE 1MLL..BE'•' E FRED IN rKJ.i? pt•' ACC.ORDADICtw WITH THEROI.EPY'PROVISIONS. :10050.NE 2nd Ave. Miami Shores, FL 33138 AUTHORILHD.RE . TAT!! " ACORP 25 (2Q1.0/Q$).. . r .9I388-040 O TIO[!L. Ail The ACORD name and ho:are roaistered marlc-s� R❑ Florida Building -Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Se d#ion C (Low Sloped Roof System) Fill in Specific Roof Assembly Components and Identify Manufacturer (if a component is not used, identi as "NA") System Manufacturer: .0 dy' NOA No.: Design Wind Pressures, Frnrn RAIR 128 or Calculations: Pmax1:_'�� a rnax2• 7/7 Pmax3• /409 a Max. Design Pressure, From the Specific NOA System: °m 62® a' Fastener Spacing for Anchor/Base Sheet Attachment Field:-7--oc @ Lap, # Rows I @ u oc Perimeter: 4Loc @ Lap, # Rows 4$ @ " oc Corner: n oc @ Lap, # Rows —;�— @ oc Number of Fasteners Per Insulation Board 111.4 Field• P ' Deck: erimeter Corner Type: B 4 1 n Illustrate Components Noted and Gauge/Thickness: ns: Details as Applicable: Slope: I& Woodblooking, Gutter, Edge Termination, 'e e"' Stripping, Flashing, Continuous Cleat, Cant Anchor/Base Sheet & No. of Ply(s): • Strip, Base Flashing, Counter- Flashing, oping, Etc. An or a eet F e er/ on i terial indicate. Mean Roof Height, Parapet Height, , �� Height of Base Flashing, Component Material, � Material Thickness, Fastener Type, Fastener Insulation Base Layer: 1:W Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. see s 9-; ; Base insulation Size and T Hess: 1 • e e e e • Top Insulation Layer: Tap insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Base Sheet Fastener/Banding Material; Ply Sheet(s) & No. of Ply(s): Top Ply.. s /Bond�n M �ial � Surfacing: Z4 4°4 B 3 .s,0- L a54,aaaA . DDD DD D Dees --ar D trap t • 'iglJf' D D D sees 'aR • • .Dees. D D ...DDD ..Dees D..DD sees.. D sees.. D D DDD... Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: Product Approval Number: 120 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): PI:P2' `f P3• ';7 4 Maximum Design Pressure Product Approval Specific System: .171 Method of Tile Attachment: Roof Slope: :12 SteeR Slo ed System Description Deck Type: Underiayment: sees sees Insulation: � ...�.. .. sees.. Fire Barrien] • • • • ... s Ridge Ventilation? NI'L Mean Roof Height: Type & Spacing: « • . . iesive Type: Type Cap Sheet: Roof Covering:k Type & Size Drips Edge: /71 6066.. . sees.. sees.. sees. sees. sees.. sees.. sees.. Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mrwith the values from Mf. If the Mr values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calcrrlattions Per RAS 127" (Pt: -°' x �� - Mg:= Mr,d ® Product Approval M, (P2'' x A 1Z,7Y = f - My: = Mrs f f I Product Approval M, (Pa:x ? -'W, - MI;,IL= Mr3 99 1� Product Approval M, Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval M, *Must be used in conjunction with a list of moment based file systems endorsed by tle • • • Broward County Board of Rules and Appeals. • • • • . 90• For Uplift based tile systems use Method 3. Compare the values for F' with tilfl!11'aldes for • F,. If the F values are greater than or equal to the Fr values, for each area q 'thaltpof, t p"", the the attachment method is acceptable. **Go •••• 00.09• .•.. Method 3 "Uplift Based Tile Calculations Per RAS 127" • • • • • • • (P+: _ x 1: _ x w:= _) - W: x cos 0: -= F„ _,„_ Product Apaf'dott' • (P2: - x 1: -= x w:= _ ) - W: x cos 0 =F,2_ Product ApQroval F' • A: x 1: = -_x w:- - W: x cos o: -= Ft3 Product Ap;rovei F' 0 • M Required Moment Resistance* Symbol Where to find Mean Roof Height -► Roof Slo 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 1 27.1 28.2 30.0 *Must be used in conjunction with a list of moment based file systems endorsed by tle • • • Broward County Board of Rules and Appeals. • • • • . 90• For Uplift based tile systems use Method 3. Compare the values for F' with tilfl!11'aldes for • F,. If the F values are greater than or equal to the Fr values, for each area q 'thaltpof, t p"", the the attachment method is acceptable. **Go •••• 00.09• .•.. Method 3 "Uplift Based Tile Calculations Per RAS 127" • • • • • • • (P+: _ x 1: _ x w:= _) - W: x cos 0: -= F„ _,„_ Product Apaf'dott' • (P2: - x 1: -= x w:= _ ) - W: x cos 0 =F,2_ Product ApQroval F' • A: x 1: = -_x w:- - W: x cos o: -= Ft3 Product Ap;rovei F' 0 • • • • .0000 00.00 • • .00.00 00.00• • Where to Obtain Information Description Symbol Where to find Pressure P1 or P2 or P3 RAS 127 Table t or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope B Job Site Aerodynamic Multiplier A Product Approval Restoring Moment due to Gravity M, Product Approval Attachment Resistance M, Product Approval Required Moment Resistance M, Calculated Minimum Attachment Resistance F Product Approval Required Uplift Resistance F, Calculated Average Tile Weight W Product Approval Tile Dimensions I - length w - width Product Approval All calculations must be submitted to the Building Official at the time of permit application. • • • .0000 00.00 • • .00.00 00.00• • SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this 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 and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1�1 V� 1. Aesthetics -Workmanship: The workmanship provisions of Section R4402 are for the purpose of providing that the roofing system meets the wind resistance and water intrusion 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. U�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.) JV- 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 work to be performed. 4. Exposed Ceilings: 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 penetrations of the underside of the decking may not be acceptable. This provides the option of maintaining this appearance. Uk" - 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. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditiong may not ba, vSdent until the original roofing system is removed. Ponding conditions should be corrected!..* ; 6 6.0 6. Overflow scuppers (wall outlets): It is required that rainwater flow off $94A the roof i; not overloaded from a build up of water. Perimeter/edge walls or other roof extensions ma -wask this disalwge if overflow scuppers (wall outlets) are not provided. It may be necessary to install War & scdpWein accordance with the requirements of Sections R4402, R4403 and R4413. 00006* •6 66 • 0 . 6U KI • 7. Ventilation: Most roof structures should have some ability to vent natu:Mo4gow through the interior of the structural assembly (the building itself). The existing amount of attic vtntilatibn shlappl�oe reduced. It may be beneficial to consider additional venting which can result in exteriping,ftyp service life of the roof. 06 . 0 •06 6 6 Exception: Attic spaces, designed by a Flor venting, venting shall not be required. U C>l.1 , Owner's/Agent's Signature q-lludl &W Property Address tic 6 6.60.0 06•••6 6••66 •60 6 .•666• • 0 6 680600 0 0 6600•• 0 M61A1b . NNEW MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 3317572474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/oera Eagle Roofing Products LLC 1575 East C.R. 470 SumterviIle, FL 33585 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 PERA - 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 i&.pted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, mAfy .M • • • • • • suspend the use of such product or material within their jurisdiction. PERA reserves the right tporejoke this • •. • • acceptance, if it is determined by Miami -Dade County Product Control Section that this prod x4-9& ....;• meet the requirements of the applicable building code. 009:00 This product is approved as described herein, and has been designed to comply with the Flori "aBeilding COda • • including the High Velocity Hurricane Zone of the Florida Building Code. • • • 0006 • • • • • ...... •.•• R ..... DESCRIPTION: Bel Air, Bel Air Double Eagle, Ponderosa, Ponderosa Double Eagle, 651(ft Eagle • • • • • • • •; • Low Profile Concrete Tiles ' • •' •' on . . . . ...... LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, sitypstate and foll wing :... • statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. • .. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA# 11-0321.02 and consists of pages 1 through 10. The submitted documentation was reviewed by Alex Tigera. MIAMI.OADE COUNTY NOA No.:12.0430.04 Expiration Date: 10/05/16 Approval Date: 08/0V12 Page 1 of 10 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE: This approves a new roofing system using "Low Profile Concrete Tile" as manufactured by Eagle Roofing Products LLC in Sumterville, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION: Manufactured by Test Product Applicant Dimensions Specifications Description Bel Air Concrete Tile L = 17" TAS 112 Flat profile concrete goof file equippedwith two• • • • • • W = I2'/4" nail holes. For adhesl"set,direc direct •, Thickness = %Z" battened nail -on appBmipfts. 660066 Be] Air Double Eagle L =17" TAS 112 Flat profile concrete iOoll equipp'elle0ith two ' Concrete Tile W =12 '/4" nail holes. For adhesiJe sed, direct deck or • •; • • - Thickness battened nail -on appltcaMN. .. .. .. . ...... Ponderosa Concrete Tile L =17" TAS 112 Flat profile concrete ipoftilg with,ilate finish ••.•:. W= 12''/4" equipped with two n4 holgs. For adlteglfe set, Thickness = %" direct deck or battene15ew11-fin applications. Ponderosa Double Eagle L = 17" TAS 112 • • 0. Flat profile concrete roof the with shake finish Concrete Tile W =12 l/4" equipped with two nail holes. For adhesive set, Thickness = %z" direct deck or battened nail -on applications. Golden Eagle Concrete L =17" TAS 112 Flat profile concrete roof tile brushed finish Tile W= 12'/4" equipped with two nail holes. For adhesive set, Thickness = %z" direct deck or battened nail -on applications. Trim Pieces 1= varies TAS 112 Accessory trim, clay roof pieces for use at hips, w = varies rakes, ridges and valley terminations, varying thickness Manufactured for each tile profile. C Q,ypE G�u� �, MOA No.:12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 2 of 10 MIAMI.DADEC LINTY NOA No.:12-0430.04 j�ffj"Anmjm Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 3 of 10 2.1 EVIDENCE SUBMITTED: Test Aaencv Test Identifier Test Name/Reuort Date PRT Asphalt Technologies ERPF -001-02-01 TAS 112 Aug. 2006 Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II TAS 108 (Nail -On) Redland Technologies P0402 Withdrawal Resistance Testing of screw vs. Sept. 1993 smooth shank nails Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108 (Nail -On) Redland Technologies P09647-01 Wind Tunnel Testing Aug. 1994 TAS 108 (Mortar Set) .. The Center for Applied 94-084 . . Static Uplift Testing '..' ••.• Ma}4 994 0000.. •' Engineering, Inc. TAS 101 (Mortar Set) see:*- ' • •' • • • • : • The Center for Applied 25-7094-(2, 5, & 8) Static Uplift Testing so**** * * *' OOct. 1994 • • • • Engineering, Inc. TAS 102 • The Center for Applied 25-7183-(5 thru 6) 0000 Static Uplift Testing • • • • • • 0000 f'ebE 1995 00000 e • : • s s Engineering, Inc. TAS 102 • • • • • • • • • • 008060 The Center for Applied 25-7214-(1, 5, & 8) asses Static Uplift Testing a Marcb, 1995 • •„e Engineering, Inc. TAS 102 :**see The Center for Applied 25-7487-2 Static Uplift Testing ease • De;? =995 '.. • e' Engineering, Inc. TAS 102 s • 0 The Center for Applied 25-7496-(1 & 4) Static Uplift Testing Dec. 1995 Engineering, Inc. TAS 102 The Center for Applied 25-7804-6 Static Uplift Testing Sep. 1996 Engineering, Inc. TAS 102 Celotex Corporation Testing 520109-1 Static Uplift Testing Dec. 1998 Service 520111-4 TAS 101 Celotex Corporation Testing 520191-€ Static Uplift Testing March 1999 Service TAS 101 Walker Engineering, Inc. Calculations Aerodynamic Multiplier Sep. 2006 Walker Engineering, Inc. Calculations Restoring Moments Due to Gravity Sep. 2006 MIAMI.DADEC LINTY NOA No.:12-0430.04 j�ffj"Anmjm Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 3 of 10 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Eagle Roofing Products LLC Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Qgglje Eagle Flat Concrete Roof Tiles and its components shall be installed in strict compliance. witli.Roofing.4pphcatiorl..... Standard RAS 118, RAS 1 I9 and RAS 120. • 4.2 Data For Attachment Calculations 0 ' 0000.. .. . 0000.. 000.0. Table 1: Average Weight (W) and Dimensions (I x w) •••• •••• • Tile Profile Weight -W (Ibf) Length -I (ft) • • • • Widti;; ri (ft) . Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat• Tile 11.4 1.42 • • • Its • 0:6: • go •••••• Table 2: Aerodynamic Multipliers - A (ft) Tile Profile A (ft) A (ft3) Batten Application Direct Deck Application Bel Air, Bel Air Double Eagle, 0.301 0.278 Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile MIAMI -RADE COUNTY NOA No.:12-0430.04 �guzisyapj Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 4 of 10 0000 000 0000 0000 0000 Table 3: Restoring Moments due to Gravity - M® (ft-lbf) Tile 3":12" 4":12" 5":12" 6":12" Greater than Profile (min 15132" plywood) (min. 19/32" plywood) 7":12" Bel Air, Bel Air Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Double Eagle, 0 * 74 ' Deck 30.8 Deck 18.Q Deck 51.7 Deck 4 . Deck Ponderosa, 7.48 7.71 7.37 7.59 7.22 7.44 7.05 7.27 6.86 7.07 Golden Eagle, 2-10d Smooth or Screw 31.9 31.9 32.2 Shank Nails Eave Clip) Ponderosa 2-10d Ring Shank Nails 1 1750.3 T 65.5 48.3 1. Installation with a 4" the headlap and fastemers are located a min. of 2'/" from head of tile. Double Eagle Flat Tile Table 4: Attachment Resistance Expressed as a Moment - Mi (ft-lbf) for Nail -On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15132" plywood) (min. 19/32" plywood) Bel Air, Bel Air Double Eagle, 2-10d Ring Shank Nails 30.9 38.1 • •1''P. 1-10d Smooth or Screw Shank Nail 7.3 9.8 ••• • • ..4'9 ' • • • Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile 2-10d Smooth or Screw Shank Nails 14.0 18.8 *04:90 .**see 0 * 74 ' 1 #8 Screw 30.8 30.8• 18.Q 2 #8 Screw 51.7 51.7 4 . 1-10d Smooth or Screw Shank Nail Field Clip) 24.3 24.3 9.'..' 009009 '.ZU 9 1-10d Smooth or Screw Shank Nail Eave Clip) 19.0 19.0 • 2-10d Smooth or Screw Shank Nalls Field Clip) 35.5 35.5 •• 0• IWO • •• • 2-10d Smooth or Screw 31.9 31.9 32.2 Shank Nails Eave Clip) 2-10d Ring Shank Nails 1 1750.3 T 65.5 48.3 1. Installation with a 4" the headlap and fastemers are located a min. of 2'/" from head of tile. MAN •DADHcouNTY NOA No.:12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 5 of 10 0000 0000 0000 0000 0000 0000 Table 6: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Tile Resistance Bel Air, Bel Air Double Eagle, Adhesive 31.3 Ponderosa, Golden Eagle, Ponderosa Ponderosa, Golden Eagle, 3M 2 -Component Foam Roof Tile Adhesive AH -160 Double Eagle Flat Tile Ponderosa Double Eagle Flat0 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 13.9 grams. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 Average weight pera 8 qLams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Patty Adhesive Set Systems for Mortar Set Systems Tile Profile Tile Application Minimum Attachment Tile Tile Resistance Bel Air, Bel Air Double Eagle, -TM-m-2-Component Foam Roof Tile Adhesive AH -160 118.9... Ponderosa, Golden Eagle, 3M 2 -Component Foam Roof Tile Adhesive AH -160 0 40*4 4, 4, 4, • Ponderosa Double Eagle Flat0 ' .. 0000 Tile• • Eagle, Ponderosa Double Eagle Flat Tile 0000.. .. . . 3 Large Paddy Placement of 45 grams of PolyProTm. 00.000 0• 4 Medium Paddy placement of 24 grams of Po! Pro TM. • • • • • • • • • 0000 0 0000 0000 4,..4, 00000 Table 7: Attachment Resistance Expressed as a Moment - Mf1it v 4,00:00 for Mortar Set Systems 0000.. Tile Tile achment•. • Profile Application 0000. f%esistance • Bel Air, Bel Air Double Eagle, Ponderosa, Golden Mortar Set5 43.9••• ; Eagle, Ponderosa Double Eagle Flat Tile 5 Tile-Tite Roof Tile Mortar. MI U4 MI- DADE CMOUNTY NOA No.:12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 6 of 10 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved". EAGLE.%� FLORIDA BEL AIR, BEL AIR DOUBLE EAGLE, PONDEROSA, GOLDEN EAGLE, PONDEROSA DOUBLE EAGI:I; • CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT • • 000000 (LOCATED ON UNDERSIDE OF TILE) • 6. BUILDING PERMIT REQUIREMENTS: 00 • 0000 6.1 Application for building permit shall be accompanied by copies of the following: ***see •••••• 6.1.1 this Notice of Acceptance. • • • • • • • • • • 6.1.2 Any other documents required by Building Official or Applicable building eddel'h order tQ proiferly evaluate the installation of this system. :08:0:0 0 • • 0000.. 0000.. • • 0000•• 0000.. 0000. 0000. 0000.. 0000•. 0000.. MIAMI-DADENOA No.:12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 7 of 10 APPROVED PROFILE DRAWING BEL AIR r '10� BEL AIR DOUBLE EAGLE •0000• •000x• 00.00 0.000 00.0.0 • • • ••0••• •0000• • o NOA No.:12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 8 of 10 PONDEROSA DOUBLE EAGLE rsieuti-Daae COUNTY NOA No.:12-0430.04 • Expiration hate: 10/05/16 Approval Date: 08/02/12 Page 9 of 10 PONDEROSA • e ••se 0000•• •••Y0• •• • •061•• • 0000•• • • • •0.06• 0000 0000 • • • • • • 0000 •••Y 0000• y ••0.60 •0•• ••e•• • • f • • 0000•• 0000•• • • • •0060• • 0 • ,.Oro L� PONDEROSA DOUBLE EAGLE rsieuti-Daae COUNTY NOA No.:12-0430.04 • Expiration hate: 10/05/16 Approval Date: 08/02/12 Page 9 of 10 GOLDEN EAGLE END OF THIS ACCEPTANCE MlAriI•DADECKHi1V3Y NOA No.: 12-0430.04 11 "' � � Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 10 of 10 •o•• a . • • 0000 0000•• ••�..• •• • 0000•• ..00• 0• t • • 0000.. ••e. 0000 • 0000 0400 •00•• ..•0f• to 90000 •• •• .• • 0000•• • ••.•••• • • . • • •4.000 0000•. • . • • • sea& 000 a • • • MlAriI•DADECKHi1V3Y NOA No.: 12-0430.04 11 "' � � Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 10 of 10 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 DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy 3M Company 3M Center Building 0220-05-E-06 St. Paul, MN. 55144-1000 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 revolve this accepttjj* if it ji•••• determined by Miami -Dade County Product Control Section that this product or material fa%J6 meet therreg&4rements oft the applicable building code. 00000. 0000 . 0000.0 This product is approved as described herein, and has been designed to comply with tl'icAlbrida Bulling Co:Qe..: including the High Velocity Hurricane Zone of the Florida Building Code. . • �'. .' 0 0 0 • 0 0000 0000 0000• 0000 •. 0000 00000 DESCRIPTION: 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 00a 00 ' 0000:' .0.000 0 0 • 0 0 • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state;atx&fellowig�� statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein!..' ; 0 000 ;0009; so • • • RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 13-0502.02 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. NOA No.: 14-0805.01 NMI-Daoe COUNW Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3Mrm 2 -Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using 2 -Component Foam Roof Tile Adhesive AH -160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Descrintion Specifications 3Mrm 2 -Component N/A Foam Roof Tile Adhesive AH -160 Foam Dispenser N/A RTF1000 ProPack® 30 & 100 N/A P TAS 101 Two component polyurethane foam adhesive Dispensing Equipment 0000 . . 0000 0000.. Dispensing Equipment• •' ... . • . . 0000.. •• • 0000.. 0000.. "Ll %-I MANUFACTURED BY OTHERS: . 0000 0000 . . . *see Miami -Dade County Product Control Accepted Roof Tile Assemblyhavinga current NO.' 2ich lis.a chment0 0' 000 resistance values with the use of 2 -Component Foam Roof Tile Adhesive AH -160 roof tile ajktSiyt. • �� • 0000.. MANUFACTURING LOCATION: a 0 • • • • • • —0000 1. Tomball, TX. ••,• : �� :6••0: . . •. • PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1622 1.6 lbs./ft.3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft2 Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -40' F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 14-0805.01 M�4r�Neaoecounmr Expiration Date: 05/10/17 •�,� Approval Date: 09/04/14 Page 2 of 11 EVIDENCE SUBMITTED: Test Aizency Test Identifier Test Name/Repo rt Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-1 PA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB -589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 00000 . . •0•• 00000:0 Celotex Corp. Testing Services 528454-2-1 TAS 101 0000 00 00.... 0000. rW23/ 00000 0 528454-9-1' 0000. . .. 528454-10-1• .. 00008898 . . 520109-1 TAS 101 ••••0000..•0 12/ ••�••• 520109-2 000•' 00.00 520109-3 " " a 0 00' 0060" 520109-6 :00:0: 00 520109-7 . . 0.00•• .; 0000.90. 520191-1 TAS 101 •••. h024•9.9 520109-2-1 9.6 ' LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3M"° 2 -Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 3M7 2 -Component Foam Roof Tile Adhesive AH - 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 3 of 11 INSTALLATION: 1. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of 3MTM 2 -Component Foam Roof Tile Adhesive AH - 160. 2. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MTM 2 -Component Foam Roof Tile Adhesive AH - 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator' approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0 (B). 6. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF1000 or ProPack® 30 & 100 dispensing equipment only. 000004, . . 0000 7. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanen�lyto-to* 0000.. • • 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minu*st f m 3MTM • • • •: • Component Foam Roof Tile Adhesive AH -160 has been dispensed. • • • • • • • 0000.. 9. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 placement and minimum pa" •jWght shalt bejV' accordance the'Placement Details' herein. Each , • • with generic tile profile requires the spmi4r placenr,4.noted 00;00' herein. 000000 e 00 0 • 000 0 0 s • • NOA No.: 14-0805.01 CMLAMIQ�DECOAU= Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course - Flat, Low, High Profiles All Eave Course 17-23 sq. inches 45-65 Flat, Low, High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq. inches at overlap Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal 17 grams per bead edge) 20-25 sq. inches each bead Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan L • • 9090•• 9090•••• ABELING. 0 • 0 • • • • All approved products listed herein shall be labeled and shall bear the imprint or identifiable ," ng of the". • :**0 9090• • . manufacturer's name or logo and following statement: "Miami -Dade County Product Control @proved" ort1W.Miami$ • • 0 •: Dade County Product Control Seal as shown below. 00000 a **see* 00000 0000.. 0000 0000. MIAMPDADE COUNTY • • • • • 9090 9090 •• • 0.090•0 ••909090• • • • • • • • BUILDING PERMIT REQUIREMENTS: :""' . 90900 • 0 . . •0000: As required by the Building Oficial or applicable building code in order to properly evaluate We Atallatidn $f chis system. .• 0 APPROVED NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 5 of 11 dg ADHESIVE PLACEMENT DETAIL # 1 tneclesure APPROVED Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x V (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) —23(148.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlaymentpositiodl $*as.shown under the pan portion J14 iie closet to Soso:* the • overlock of the tile beim,%e,; • .. 0000.. 2. Continue in same manner kwure appsood nately t7***: (109.7 cm2) — 23 (148.4•omr soquareinehadhesive.... contact with the undersiteef the tile,, • • : • • 00060 .. .. .0 . 0000.. 0000.. . . . . . . 0000.. 0000.. . 0000.. .. . . .00 . High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) —23(148.4 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 Flat/Low Profile Tile Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) —23(148.4 cm) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm2) - 12 (77.4 cm) square inch adhesive contact with the underside of the tile. ..6. . . 9999 9999.. Medium Profile / Double Pari Wde % • • • • 990.66 1. Starting at the eave course,08ppi 'a minimufn 2" (50;x...; mm) x 10" (254 mm) x 1"(23.4'4'mm) foa'r Vaddy ' 0 9999 9999 9999. onto the underlayment positioned as shown under the . . 9999. .. 9999. pan portion of the tile closjOO*6t�e over�o0c� of the 0 0 0 0 tile being set. Insure approtejy 17 (109,7 cm2) — • 23 (148.4 cm) square inctCagedve contactawith the....;. 0966. underside of the tile. . 9 . 9999.. 2. At the second course, apply a minimum 2v (5®.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cm2) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 14-0805.01 CW !Dace CourmrExpiration Date: OS/10!17 Approval Date: 09/04/14 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) APPROVED High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm2) - 19 (122.6 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 8 of 11 0000 . . 0000 0000.. .0 e G see 0.0.00 .s . Goes.0 000006 G o 0 0000 0000 :Sees: e e 0 0 0000 0000 0000. 0000.. 0000 0000. G . s . .. .. .. . 000000 e GG.GOe G . . . 0 00000. .0.00. G 0 0 000000 00 0 0 000 e 0 sees e NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 F 2X4 *2� Flat1LowPm1ffaTffs Modum RafllaTila ... . - APPROYED 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x V (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (10 1.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 inZ (109.7-148.4 cm) of adhesive contact with the underside of the tile 2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x 1" (25.4 mm) foam paddy onto the underlayment just below the second course line positioned foam paddy under the strengthening rib for flat tile, or under the pan portion of the tile, closest to the underlock for the second course tile to be installed. Insure approximately 8-9 in (51.6-58.1 cm:18f Adhesive contact with the underside of the tile. .. 0000 •****a (Instructions continued on nari�aage) 0000 0000.. •o** 0000 00:0* •0000• 0006 00000 0 6660:0 0000.. . 0 . . . . 000000 0000.. . 0000.. .. . 0 000 . 0 ease . NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) tt nn* p1w do Sin a paddy carrier We ( t ) Banens Piddyfunderiflef on 4x41m a x41n Ewe Course da WeWhole In. fanerre ,a Dripedge 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x W (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm2) - 11 (71cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm2) - 9 (58.1 cm) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. NOA No.: 14-0805.01 MIAMbDADeCouNTY 2 ... • 11 Expiration Date: 05/10/17 IIII� Approval Date: 09/04/14 Page 10 of 11 • • as 0 • e • NOA No.: 14-0805.01 MIAMbDADeCouNTY 2 ... • 11 Expiration Date: 05/10/17 IIII� Approval Date: 09/04/14 Page 10 of 11 t? mace enough adhesive to achieve 65 to Ips In contact with the pan tile. 2) Turn covers upside dawn. place adhesive to to i hnfrom outside edge of cover tlW Then instal) the tlle. Ensure io to Underw""t ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Steep pitchapplications [when required) Remove top portion of the eave course cover tile. Abut to second course of pan tiles. Ensure aave end ofrpan and cover tiles are Rush at eave line. Two Piece Barrel - High Profile Tile (.•. APPROVED Two Piece Barrel (Cap and Pan) Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm2) — 70 (451.6 cm2) square inch adhesive contact with the underside of the pan tile. Turn covers upside down exposing the underside of the tile. Apply a minimum 1" (25.4 mm) x 10" (254 mm) bead of adhesive directly on the inner edge of each side of the cover tile.LMe. approximately 3/4" (:9txh) to 1" �1S.A mm) 0006:0from the outside edgg PJ4t - tile, tviwara; free of foam to allow for exgW09r3. 0 .... .... . *fees: Turn cover tile over a.$i sl0am is %ppW and ..... place onto pan tile cou e.olesure a+rif k imum oC*:ea 20 (129 cm2) - 25 (161' 3•err)2) square inch • f e e e. contact area on each $id$84 the cover'tile to the •. pan tile. Continue in'same iianne:..T> U away... •' any cured exposed foam Erdhesive. Pointing of:. a..: .• . f see . e longitudinal edges of the cover tiles pe considered optional. 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 mm) nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09%04/14 Page 11 of 11 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 COditty. Product Control Section that this product or material fails to meet the requirements odheallicable•"' 66'6;6 •• 0 ••• building code. •66666 66 • 966666 This product is approved as described herein, and has been designed to comply with dIeT dtlda Buildibg Code;e666; including the High Velocity Hurricane Zone of the Florida Building Code. 6""• 6"•'. • ' 0066 •66• 0000• DESCRIPTION: GAF Conventional Built -Up Roof Systems for Wood Decks. 0•0a 0 •":'. 96 •6 .. T 0 6 LA13ELING: Each unit shall bear a permanent label with the manufacturer's name o$0lo0g0o.,jity, state 4pd following statement: "Miami -Dade County Product Control Approved", unless otherv4se noted he$ iA**' •66 666 RENEWAL of this NOA shall be considered after a renewal application has been filed and. there las be:n no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NQA No. 13-0424.09 and consists of pages I through 16. The submitted documentation was reviewed by Jorge L. Acebo. 1 i MIAMMADE COUNTY �Fuawxm;)�� NOA No.: 13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 1 of 16 6 6 6069• 0000.. 0600.. •69666 MIAMI •DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION ' DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamidadeovleconomv 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 COditty. Product Control Section that this product or material fails to meet the requirements odheallicable•"' 66'6;6 •• 0 ••• building code. •66666 66 • 966666 This product is approved as described herein, and has been designed to comply with dIeT dtlda Buildibg Code;e666; including the High Velocity Hurricane Zone of the Florida Building Code. 6""• 6"•'. • ' 0066 •66• 0000• DESCRIPTION: GAF Conventional Built -Up Roof Systems for Wood Decks. 0•0a 0 •":'. 96 •6 .. T 0 6 LA13ELING: Each unit shall bear a permanent label with the manufacturer's name o$0lo0g0o.,jity, state 4pd following statement: "Miami -Dade County Product Control Approved", unless otherv4se noted he$ iA**' •66 666 RENEWAL of this NOA shall be considered after a renewal application has been filed and. there las be:n no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NQA No. 13-0424.09 and consists of pages I through 16. The submitted documentation was reviewed by Jorge L. Acebo. 1 i MIAMMADE COUNTY �Fuawxm;)�� NOA No.: 13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 1 of 16 6 6 6069• 0000.. 0600.. •69666 ROOFING SYSTEM APPROVAL Category: ' Roofing Sub -Category_• BUR Material: Fiberglass Deck Tvne: Wood Maximum Design Pressure: -75 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description 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 1I asphalt impregnated and coated, fiberglass Base Sheet Wide base sheet. GAFGLAS® F1exPly"m 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 Pe0jt0,V00itt► asplWt006 Wide coating. e9e • GAFGLAS Mineral 39.37' (1 meter) ASTM D3909 Asphalt coated, glass fi d 5 m%t cap sheet surfacei0 0 0 • Surfaced Cap Sheet Wide with mineral granules. ; • • • • 0 GAFGLAS' EnergyCap"" 39.37' (1 meter) ASTM D3909 0 6:0 6 6 Asphalt coated, glass fibs: M at cap shq*eI` urface3*:**6 BUR Mineral Surface wide with mineral granules y+ithOfg-tory appJiect Cap Sheet 0000.. EnergyCote"` 000600 GAFGLAS') Stratavene 39.37' (1 meter) ASTM D4897 0 00 0 0 0 0 Fiberglass base sheet cgated6on botk�sideswvith Eliminator Perforated Wide asphalt. Surfaced on the bpttorn side lyi"igliner4 • • • •; Venting Base Sheet granules embedded in asphaltic coaftvg Wilh factory perforations. GAFGLAS 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' () meter) ASTM D6164 Non -Woven Polyester mat coated with polymer- Weldr" Smooth Wide . modified asphalt and smooth surfaced. Ruberoid') SBS Heat- 39.37' (1. meter) ASTM D6164 Non -Woven Polyester mat coated with polymer- Weld7 25 Wide modified asphalt and smooth surfaced. Ruberoid' 20 39.37' (1 meter) ASTM D6163 SBS modified asphalt base sheet reinforce with a Wade glass fiber mat. Ruberoid® Mop Smooth 39.37' (1 meter) ASTM D6164 Non -woven polyester mat coated with polymer- wHe modified asphalt and smooth surfaced. NOA No.: 13-1022.15 P'1I11A kL"ECQUNTY Expiration Date: 11/04/18 ' Approval Date: 11/06/14 Page 2 of 16 I TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Slpecification Description FireOut Fire Barrier 5, 55 gallons Proprietary Low VOC, water based fire barrier coating. Coating VersaShieldo Fire 350 sq. ft. roll ASTM D226 Non -Asphaltic Fiberglass -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: Product Name EnergyGuardTM Polyiso Insulation EnergyGuard"'' RA Polyiso Insulation EnergyGuard7 RN Polyiso Insulation EnergyGuardn' Perlite Roof Insulatiori EnergyGuardTM Perlite Recover Board EnergyGuard"T' RA Composite Polyis•) Insulation Securock® Gypsum -Fiber Roof Board StructodeO High Density Fiber Board DensDeck® Roof Board c APPROYEd 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 Gypsum roof board High density fiber board Gypsum board Manufacturer (With Current NUAI GA. 6666.. .. 6666 6666.. A� 6666.. 6666.. 6666 GAFi. ...... 6666 6666 6666. 6666.. GM. 6666. 6666 GA'l= 6666.. 666.9. 6 . 0 . . 6.6888 6666.. 0 . . 0668.. united Statesn;jjim Corp. Blue Ridge Fiberboard, Inc. Georgia-Pacific Gypsum LLC NOA No.: 13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 3 of 16 APPROVED FASTENERS: TABLE 3 Fastener Produet Product Manufacturer Number Name Description Dimensions (With Current NOA) . 1. Drill-Tep" #12 Fastener Insulation fastener for steel, various GAF wood & concrete decks. 2. Drill -Tec""` #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-TecT'" ASAP 3S Drill -Tec"" #12 Fastener with Various GAF Drill-TecT" 3" Standard Steel Plate 5. Drill -Tec T. 3" Steel Plate Round galvalume stress plate 3" round GAF used with Drill-TecT"' fasteners. 6. Drill -Tec T'" 3" Standard Steel Round galvalume plated steel 3" round GAF Plate stress plate with reinforced ribs for use with Drill-TecTm fasteners.• 0000 7. Drill-TecT° AccuTrac®Flat AZ -SS aluminized steel plate . . 3" square '..' : 0000 GAF.. 0000.. 0' Plate for use with Drill-TecT"` # 12 ...... '..0 : 0 0 0 0:. Fastener, Drill -Tec" #14 000000 • Fastener and Drill -Tec' #15 ""4,00000 0000.. • Fastener. 0000 0000 0000. . 8. Drill -Tec AccuTrace Galvalume Steel plate for use 0000.. 3" square • • . . •�r�1� .0 000 Recessed Plate with Drill -Tec"" fasteners. • • 0000 000�. • • 0000.. . 0 . . . . 0000.. 0000.. . .0 0 0 0 000 .. . . 0000.. 0 0 NOA No.: 13-1022.15 ► AMDAne coUMTY Expiration Date: 11/04/18 ■ Approval Date: 11/06/14 Page 4 of 16 EVIDENCE SUBMITTED: Test gen Factory Mutual Research Corp. UL LLC PRI Construction Materials Technologies, LLC IRT of S. Fl, Trinity I ERD Test Identifier J.I.2B8A4.AM J.I.3B9Q1.AM J.I.ODOA8.AM J.1.ODI A8.AM J.I.OY9Q5.AM 3029832 R1306 GAF -0I2-02-02 GAF -020-02-01 GAF -082-02-01 GAF -084-02-01 GAF -270-02-02 GAF -276-02-0 I Rev GAF -276-02-02 GAF -306-02-01 GAF -314-02-01 GAF -315-02-01 GAF -369-02-01 GAF -417-02-01 GAF -464-02-01 GAF -499-02-01 GAF -500-02-01 02-005 02-014 G30250.02.10 -3-R1 G31360.03.10 G33470.01.11 G34140.04.11-2 G34140.04,11-4 G34140.04.11-5 G34140.04.1 I -5 -RI G4063 0.01.14-2A-1 G43610.01.14 G6850.08.07-1 G30250.02.10 -3-R1 Description 4470 4470 4470 4470 4470 4470 UL 790 ASTM D4977 ASTM D4977 ASTM D6083 ASTM D6083 ASTM D226 ASTM D6083 ASTM D226 ASTM E96 ASTM D2178 ASTM D2178 ASTM C 1289 ASTMC128P .•. ASTM C 1289 0 ASTM D608 . . : . a3..:.. ASTM D6083.... TAS 114 '....' TAS 114 -..... ASTM D3909- * • - ASTM D6IW0:•; ASTM D616% • ASTM D61'6';. . - ASTM D6401 ASTM D4897 ASTM D4897 ASTM D6164 ASTM D3909 ASTM D3909 ASTM D3909 Date 07/02/97 01/08/98 07/09/99 07/29/94 04/01/98 05/11/07 07/22/13 11/06/01 02/01/02 05/07/06 05/09/06 11/15/10 12/16/10 11/15/10 07/07/11 08/23/11 08/23/11 • • •1-0122/12 "VS/28/13' • •; • • OfCV22/12 �. ••�03�/12/14.••••� ...03/12/1,t....: 0004171 8/02 9 0 0 0 --Q/22/02,-:..O 0••�I P26/12-•••;• '03/31/170 •. ....M�16/1 A - 0000. .04125/11�••••� • 0. -0,V25/1 l 04/25/11 10/18/13 01/07/14 01/22/14 08/13107 11/26/12 NOA No.: 13-1022.15 =MADECOUNTYM Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 5 of 16 Membrane Type: BUR Deck Type 1: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOutT" Fire Barrier Coating, VersaShieldo Fire Resistant Roof Deck Protection or (optional) Securock"m Gypsum Fiber Roof Board. Base sheet: GAFGLAS' #80 Ultima°" Base Sheet, Stratavento Eliminator Nailable Venting Base Sheet, Ruberoido 20, Ruberoid's SBS Heat -Weld' Smooth Ruberoide SBS Heat Weld'" ,or 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLASO Ply 4, GAFGLAS' F1exPly'm 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) GAFGLAS Ply 4, GAFGLAS FlexPly"" 6, GAFGLAS° #75 Base Sheet or►aa}+of above base sheets attached to deck with Drill-TecT" # 12 Fastener or pr i is ecTm #l4•aW Drill- • • • • - Tec=M 3" Steel Plate, Drill -Tec T. AccuTraco Flat Plate or Drill- 1'aer AccuTrfc ftcessed •. Plate 12" o.c. in 3 rows. One row is in the 2" side lap. The otfl i::ows are egdally' spactd approximately 12" o.c. in the field of the sheet. **se000 .... . . (Maximum Design Pressure —45 psf. See General Limitation7j • .. .... .... GAFGLAS Flex Ply's" 6, GAFGLASs' #75 Base Sheet or any o�'lMe bass I haus attacV tr to deck with approved annular ring shank nails and tin caps at ftp per 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 Limitad4n #7,i GAFGLAS #80 Ultima'' Base Sheet, Ruberoido20, RuberoideNfop Smooth,,ba,e sheet • attached to deck with approved 1'/4" 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® 475 Base Sheet or any of above base sheets attached to deck with Drill -Tec.` # 12 Fastener or Drill -Tec'-" # 14 Fastener and Drill -Tec T. 3" Steel Plate, Drill -Tec:" AccuTrace Flat Plate or Drill -Tec'" 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 General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tec" 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) NOA No.: 13-1022.15 MAMMA ECOUoUNTY Expiration Date: 11/04/18. 1 Approval Date: 11/06/14 Page 14 of 16 Fastening Options: GAFGLAS' 475 Base Sheet or any of above base sheets attached to deck with Drill-Tec"m (Continued) #12 Fastener or Drill -Tec"' #14 Fastener and Drill-TecTm 3" Steel Plate, Drill-TecTm AccuTraco Flat Plate or Drill-Tecrn' 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 —7S psf. See General Limitation #7) Ply Sheet: One or more plies of GAFGLAS® Ply 4 or GAFGLAS'o #80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Cap Sheet: (Optional) One ply of GAFGLAS Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCapT" BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. 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 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat Surface Seal SB applied at Ito 1.5 gal./sq. Maximum Design Pressure: 0096 See Fastening Options '..000 000060 .. . • •0• 0000.. .• • •.••.• 0000.. •••... 0000 0000 . . 0000 0000 0000. 0000.. 0000 0000. •. .• 00 • 0000.. 0000.• .• • • • • • ••••• 0000•• • • • • • • • •0000• • . • NOA No.: 13-1022.15 M"MADECOUNTY Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 15 of 16 WOOD DECK SYSTEM LIMITATIONS: I A slip sheet is required with GAFGLAS't Ply 4 and GAFGLASO Flex PlyT 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum'/" DensDeck7 Roof Board or V2" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 9 3. H 5 6. 7 8. 9. 10. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4'x 4' maximum. 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 systepUMall be limited to a maximum design pressure of -45 psf. • • • • • • • • • • • • Fastener spacing for insulation attachment is based on a Minimum Characteristic Fore#Fs'�. alue ef';95;1bf., a1•..:• tested in compliance with Testing Application Standard TAS 105. If the fastener valyr,ield-tested„ are below • 275 lbf. insulation attachment shall not be acceptable. • s e s sees : •.. •; Fastener spacing for mechanical attachment of anchor/base sheet or membrane attach mt—is based tm-a 6nimnnr • - fastener resistance value in conjunction with the maximum design value listed withinVre4fic syst'M�,4Should4ese fastener resistance be less than that required, as determined by the Building Official, Aleffsed fastelitr spacing: prepared, signed and sealed by a Florida Registered Professional Engineer, RegistereasA U tect, or Registered •s Roof Consultant maybe submitted. Said revised fastener spacing shall utilize the wi$dra�+al resijMneevalue ,•...: taken from Testing Application Standards TAS 105 and calculations in compliance vAlth,koDfing Appjic,#tion ; • • • •; Standard RAS 117. 0 • • 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.) All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS I 1 I and applicable wind load requirements. 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 corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 13-1022.15 MIAMwoQoecauExpiration Date: 11/04/18 U10225'llllllllllllllrApproval Date: 11/06/14 Page 16 of 16 a;> TGFU.R1306 Roofing Systems GAF MATERIALS CORP 1361 ALPS RD WAYNE, NJ 07470 USA ASPHALT FELT SYSTEMS WrrH HOT ROOFING ASPHALT 4. Deck: C-15/32 Class A Incline: I 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. "(%yBo*d Fastoni .' System" or any UL Classified insulation adhesive.0000.. ' ' .. . Base Sheet: -- One ply Type 02 "GAFGLAS©#75 Base Sheet" or "'Ps P?1P ® #675 Base 000 0.. :0000; Sheet" (may be nailed). 00.0 0000 n n Ply Sheet: -- One or more plies Type G i "GAFGLAS® Ply 4 or T - `�,,(•�� PI 4 0 • �i r �' Y .�X. GAFGLASC� Ply 6". 0 ..i..' 0 � 0 Cap Sheets -- One ply Type 03 "GAFGLAS® Mineral Surfaced Ca��aaaShast" "Tri. 0 +w.' 0 or PIyD Mineral Surfaced Cap Sheet" or "GAFGLASO EnergyCapTM Bbl' Vineral5...�. 00000 Surfaced Cap Sheet. Surfacing (optional): -- "TOPCOAT® EnergyCoteTm" applied at a ralI of-2-gaUltaft:. . 00 . Copyright C 2011 Underwriters Laboratories Inc. a 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: I. 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 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: 4-16-2015 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: URSULA WILSON Property Address: 9402 NW 2ND PLACE 0.0*00 Roofing Permit Number: •• • ••• Dear Building Official: I URSULA WILSON . 6 . 0000.. .• 0000.. 0000.. ..6... . 0000 0000 . . 0060 . certify that I am not required to retrofit the rodheNdl conrlsoticxt0s of rrty.:0.,, 00.00. •66. 00000 building because: •..• •..• ; 060869 P The just valuation for the structure for purpose of ad valorem taxation is less than $300,00 'ddblease attA roof o •• 1 p rP � r P . f ��.. 0000.. valorem taxation. :0000: .. 0000 ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or wi"the'provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Signature Print Name DWIGHT MOBLEy NOTARY PUBLIC State of Florida STATE OF FLORIDA C=" FF131823 County of Dade imExplines 6mra18 The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this 16TH day of APRIL Notary Public, Sate of Florida at Large • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC not a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 � o GEOTECHNICAL �r - L e . TESTING L BORATOLS ENVIRONMENTAL 4�,� DRILLING SERVICES HYDROGEOLOGY INSPECTION SERVICES ASBESTOS DYNATEcn ENGINEERING CORP. ROOFING CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO-DADE COUNTY PROTOCOL TAS -106 _ MIAMI, June 5, 2015 PERMIT No. CLIENT: Mr. Deric Smith: SUPREME ROOFING INC.: 2730 w. 781 Street Hialeah, FL 33016 PROPERTY ADDRESS: Roof @ 9402 NW 2ND PLACE MIAMI SHORES, FL TILE TYPE/ATTACHMENT: Flat Roof Tile Polyfoam Set. Inspected By: DB Testing Equipment: Humboldt Scale Model H-4620 The test results presented here reflect the condition of the roof system at the time of the test. These results are time and sample dependent since roof condition are continuously changing due to the exposure to the element and roof top traffic Test No. Test Location Field Uplift Pull Test Test Result 1-27 Field See Sketch Below > Than 35 LBS Passed 28-32 Comer See Sketch Below > Than 35 LBS Passed 33-53 Perimeter See Sketch Below > Than 35 LBS Passed 54-61 Ridge Caps See Sketch Below > Than 35 LBS Passed ROOF TILE UPLIFT IN ACCORDANCE WITH FLORIDA BUILDING CODE TEST PROTOCOL TAS -106 ROOF SKETCH 29 39 40 41 1 30 28 36 37 38 r - - - - - - 1 42 27 26 25 241 351 19 18 17 I 1 341 14 15 16 20 21 22 23 1 43 11 2 4 5 6 71 331 3 144 I 53 1 13 12 11 10 9 8 45 F-- - - - - - - - - - - - - - - - - - - - 32 52 51 50 49 48 47 461 31 Sincerely yours, 00tlll1°0'�,,s Wissam Npftani, P.E. DYNATECH ENGINEERING CORP. * No.39S84 , Florida Reg. No. 39584 -' Special Inspector No. 757 0�� STgOF A:oRIDA..••`�4kf 750 West W Email BDynatech@be Isoutht, Hialeah, FL 3nerwww DynatechEngineering.com5) 828 -7499 -Fax: 51828- L EOT I