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RF-14-581Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: JOB ADDRESS: BUILDING LIAR 2 4 2014 FBC 20 Permit No.A// L% sg� Master Permit No. j Z c- ( 3 / 6 ROOFING City: Miami Shores County: Miami Dade Zip: 5 51 5 d Folio/Parcel#: i [ -- ® I ` 23 (oC) Is the Building Historically Designated: Yes NO %� Flood Zone: //y",,�••�-mac [�,� � , OWNER: Name (Fee Simple Titleholder): Phoncmlos-' ® I . � 1 City: s�k,, aM c _E}yYC State: l� Zip: �3/ 3 Tenant/Lessee Name: A., ( yk- Phone#: Email: CONTRACTOR: Company Name: a o r?meq Sy S r t�S, -TNc- Phone#: 30,5- 75- f' SSS1 Address: &% Y N• W 1101 54. __1/ City: i State' F L Zip: 3 3 Qualifier Name: JCS 2r 2. MGA!' i I _ Phone#: State Certification or Registration #: C C C. C'7 S S 3 2 Z Certificate of Competency #: Contact Phone#: Email Address: M 10, twi f-oo P I is 5)�sA-e S �Yalneo• CGA,. DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ V OD Square/Linear Footage of Work: Type of Work: ❑Addition DAlteration ONew JBkepair/Replace Description of Work: Itev )ZO0P J 630 Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond Technology Fee $ ODemolition TOTAL FEE NOW DUE $ J"1 D Bonding Company,'s:Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is 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. Signature Hawt4 V, f O er or Agent The foregoing instrument was acknowledged before me this day of eA4�-G f, 20 IL, by &r4� y— I `l xvYJ , who is personally known to me or who has produced tDin - ©ty r u,�-- As identification and who did take an oath. NOTARY My Commission Expires: Signature / Contractor The foregoing instrument was acknowledged before me this&;� day of Cil( , 20Lq , by .v 3sc� o is personally kno�to_ _ r who has produced as identification and who did take an oath. APPROVED BY VWle �f��/� Plans Examiner a Structural Review (Revised 5/2/2012)(Revised 3/12/2012) )(Revised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007) Zoning Clerk 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: 3 6.11 4 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Ownef s Name: H c,r-`( h u cs N Property Address: 16 N E C( -4 S� Roofing Permit Number: Dear Building Official: i certify that I am not required to retrofit the roof to wall connections of my building because: 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. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) 1� tAu' . tic� A M:�, Pq K t Luvtu ignature 0 1 Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this day of f -j\ 1 L{ 44. rREBECA.PASTRANA Notary Public, Sate of Florida at Large aION Maesnsu • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 ACORD. CERTIFICATE OF LIABILITY INSURANCE 1/17/2014 QQALITY IIQSLTRIIINCE 6724 Sal 72 ST MIAKX, rL 33173 305 595-9191 THIS CERTIFICATE IS 194NED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE THIS CERTIFICATE Does NOT AMEND, EX7T�D OR ALTER ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE MAIC# MURM KrMa ROOFING SYSTEMS, INC 667 RN 102 STRZET MIX41, FL 33150 WMER A: ARCH SPECIALITY INS . CO INSURER INSURM � MURER D: [WAJFJM Z - TEE FOUCIES OF IIVSURANCE US'fI M SaJOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY AERN INDICATED. NOTW"MTANONG ANY T, TERM OR CONDMON OF ANY CONTRACT OR OTHER DOCUMENT WITH FMPECT TO WHICH THIS CERTIFICATE fAAY SE !&SUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREN IS SI &EMT TO ALL THE TERMS, EXCLUSIONS AND CONDCTWNS OF SUCK P014M.AGQRM4TEUW13SHOW)dM4YMAVE6101RSOL ED BYFAIDCLAIMS. tte7WEDF21SURAMNE POLICY NUMBER POLI LUILIT$ GEKmL LAWY X M IS, I ALLII ,Y SCH CccLgtq NCS: $ 1,000.000 s loo 000 "ED s.o 000 A x o��IR x jI DED 2600 x P/D DED 2500 14QI1024 01/14/14 01/14/IS WR9DNALSADVKWRY s 1,000,000 GENERX AOMVMTE $ 2 0 0 0 , o 00 GEOCLAGGRE-OATELWAPPLIESP PRODUCM-COMPIOPAGG 3 2,00Q 4{30 POUOY W 71 LOC ALn0idD8 ELLMLffY ANYAVr0 ICO ewm-EUWT 8 ALEOWNEDWFDS SCNOMM AUTOS HIMAUTUe S BODILYINJURY WW&Wdm* S NON4WINEDAUT08 tPoraaleeMj $ AWAUTO AIITOONLY-EAACCOWT $ OifIL�RYWW "ACC S ALi7OOPlLY: AGG $ LLA LIABAJ7'Y 00WR CLAN�iSYADE EACH �U $ AGGREGATE $ _ ICTHI E g RErsmTo t 8 YCATIONAAID EMPLOYER$ LUiBRJTY 70 I AM PRPPF9Er0WAMNaUBEMffM EL EACH ACCEW34T g s I t�oa OTHER EL. D185AN - EA EMPLOYEg $ EL. Q4SEASE. VOLCY UNBY $ oEsowrQNOOOPERATICMILDMMONSfVailt.'I.E:iIOLCLtISIDNSACUMBYEI PTISPWALPF AMONr, Roofing Contmcw CCC#058322 CEWMCATE 14(M -PPR_—_ -- CITY OF Mrawrr anoRFa9 BUZ7,DING DEPARTMENT 10050,5ii 2 Avs. MlMa SM;Y=S, FL 33138 FAX: (30S) 7S6=8972 SHOILI.O ANY OF TM ARM 069DRIP.M POUCIES EE CANC I M WORE THE WIRATO QATE YHER IF, THE ISSUING INSUW WELL ENDEAVOR TO VAIL30 pAYS WRTTTM NOTICE TO THE CERTOVATE HOLDER NAMED TO THE LEFT. BUT FAILURE TO DO SO 814AU IMPOSE NO OBUGAftN OR UWUTY P-AlY KW UPON 'THE lmm� ITS AGENTS OR 0 CERTIFICATE OF LIABILITY INSURANCE DA -mom i THIS CERTIFICATE Is ISSUM AS A mA'rTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLIER THIS CERTIFICA NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER n E COVERAGE AFFORDED BY THE POl1CI" SBLOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING IIiSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE Tr If Lha ner010% h01der 113 an ADDITIONAL INSURED, the pollCl► gas) must be andoramL If SUBROGATION IS WAWm, autyaCt to the letum amd of t W peRay, e9rtain Pelf may mqulre an eadw--nt A ata N=t On thig aeMCaW does not 10*0 r flgnts 10 the m0ftaW 110141W b+ HSU Of kNKcAW INSURAAICEAGENCY, INC. S. MISSOURI AVE. ARwATER FL. 33756 ikCrum 1.9XD 277-1= S WSSOURI AVENUE LITE — I-aOl-27711W x 8W I-- — 727.797.0704 1 FRANK WMSTON CSi1, M INSURANCE CO. TIES 15 TO CERTIFY MY POLICIES OF INWRAMCE LISTED Snow NAVE BEEN ISSUED To-TN81N8DRED NAfAI:D ABDV€ WR 7H E FOUCY PERM UMCATED NOT:IKT WAN=Q ANY FJA0REN113'fT. TO= OR CONDMN OF ANYCONTRAOT OR OTHER DQCII I54T Wf W RESPECT TO WN1CH 7M CEIMFICATO MAYBE== OR MAY PEdTP^ TIM RMNIAN R AFFDRM VY TME POLICIES DESWJWD HEREIN IS SMUECTTO ALL THE Tef04 EK0=10NS AID CONPMM OF SUCH POLIOfESS LOOTS moo IIAYNAVEBEEN RIMUCIORYPAIDOLAIM& ram tm W&OFCARWAM a08• sm pro POWCYHWUIlR P01i4Ylir pt#minrmrl trAiGlllt7� prrrfpD+rYrr{ tam 1 D= HIE 2NO AVE. lt�ernr �t�w�rtr cva�+nor� � •'►ry y -- oB T9 m uEo otP m. s PER30PA.dAP/WW i CACi64�M1TE flFlJ7. rRr�PLt£4PFh cm,ft tion 140DYGr8-Oe7►f5oPA66 3 a el# NUeUMM" Mira ALL QPMOALRW tOMP.tl�TJI.® ONVNQ9i AYnY9 a eomyg WRYp�pm i 801m.Y YWIYr'/�'aaddw� PROPEt.[Y IJA9 Lm 0 TE AC=r"»ir+ mff ► r� D�U>S3Y! nysG6 � OP�a+►'rorGtodo.� XfA WC2074C0000 iMl2M4 iHl2M5 . �,� � Es X1.000000 D�A9E-EAEMYLm'�. S7 QOO Q00 F-LQmp POEICYLWF S7 OOOODQ oFsc7eP>�ocP►erATtoa�s►toGY6SimlV Ptlp.Ilk ms,Aedtraet atlwduyRlror+*y�nun U419 CER71FICATE REMAINS IN EFFECT PROVIDED THE CLIENTS ACCOUNT iS IN GOOD STANDING WITH Flanl0 mr. COVERAGE IS NOT PROVIDED FOR ANY EMPLOYEE FOR WHICH THE CLIENT IS NOT REPORTING HOURS TO Frm*CmM. COVERAGE IS NOT PRO%WED FOR STATUTORY EMPLOYEES OF THE CLIENT. EFFECTIVE 081CYA2006, APPLIES TO 100% OF THE EMPLOYEW Of FtankCmm LEASED TO MIAMI ROOFINGS SYSTI:W, INC. 306-754-5332 b 1086--070 ACORD CORPORATION. AO riglNB M8 wt ACORD 280NOW) 'Ria ACORD nmm and loge am regi bmW malty oaf ACORD SHO= ANY OP THE ABOVE 099WIM POLiCUM BE CANOEIM WOR9 -0M V" RA7= DATE TIt1E MP, NOTICE WILL BE MUVER® W CITY OF MIAMI SHORES ACOORDANCE W[fH *E POUIGY PR(VISIONS. AM. BUILDING DEPT. YATAIE 1 D= HIE 2NO AVE. WAMI SHORES, FL 33198 •'►ry y -- b 1086--070 ACORD CORPORATION. AO riglNB M8 wt ACORD 280NOW) 'Ria ACORD nmm and loge am regi bmW malty oaf ACORD April 15, 2014 Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, Florida 33138 Permit Number: Address: Dear Roofing Inspector, RC 13-1677 795 NE 97th Street .RECEIVED APR 6 14 The size of the roof vents for the addition has been selected according to R806.1 of the FBC 2010. The area of new attic is 950 square feet and the new vents are 40 feet long and 4 inches wide for a total of 13.33 square feet of venting. According to R806.1: 950 s.f. / 150 = 6.33 s.f. of required venting area 13.33 > 6.33. As a result, the venting is according to Code. Please don't hesitate to contact us if you have any questions and/or comments at 305.310.5030. Sincerely, Victor J. Bruce A.I.A., LEED R AP Vice President & Architect AR -0017103 A&I associates, Inc. 370 NE 1010 Street Miami Shores, Florida 33138 telephone 305-310-5030 fax 1-877-408-8280 email vbruce@ai-associates.net April 15, 2014 Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, Florida 33138 Permit Number: Address: Dear Roofing Inspector, RC 13-1677 795 NE 97th Street CEIVED APR 16 2014 The size of the roof vents for the addition has been selected according to R806.1 of the FBC 2010. The area of new attic is 950 square feet and the new vents are 40 feet long and 4 inches wide for a total of 13.33 square feet of venting. According to R806.1: 950 s.f. / 150 = 6.33 s.f. of required venting area 13.33 > 6.33. As a result, the venting is according to Code. Please don't hesitate to contact us if you have any questions and/or comments at 305.310.5030. Sincerely, Victor J. Bruce A.I.A., LEED R AP Vice President & Architect AR -0017103 A&I associates, Inc. 370 NE 101-' Street Miami Shores, Florida 33138 telephone 305-310-5030 fax 1-877-408-8280 email vbruce@ai-associates.net Approval. Coating quantity stun be tit compijance wim the required fire rating classification for the structure. x 13 Attach m ei t of metal n. All edge metal and terminations shall be installed according to man- ufacturers published literature, provided it meets the mini- mum requirements as set for in, RAS III and Section R4403. R X14 �p� . Expansion joint covers and expansion joint coni nems shall be constructed and in,- stalled n-stalled in accordance r%fith theroofing ng assetnbky ufac- turer's published literature. R440PLIL16 Waterpreoft& Waterproofiing systems irra be installed in lieu of an approved roof system over sloped or horizontal decks specifically desipied for pedestrian mid/or vehicular traffic. whether the deck is above occupied or unoccupied space. in new construction the drum deck slopeshall be, V1 : 12. V Date: April 4, 2014 Re: Attic/ Ceiling Ventilation ,Vprc I y APR FBC: R806.2 Minimum area. "The total net free ventilating area shall not be less than 1/l.5o of the area of the space ventilated except that reduction of the total area to '/3oo is permitted provided that at least 50 percent and not more than 80 percent of the required ventilating area is provided by ventilators located in the upper portion of the space to be ventilated at least 3 feet (914 mm) above the eave or cornice vents with the balance of the required ventilation provided by eave or cornice vents. As an alternative, the net free cross -ventilation area may be reduced to %oo when a Class I or •II vapor retarder is installed on the warm -in -winter side of the ceiling." Roof area Ventilation area. required Exiting vent size Additional Provided soffit/ Vent size Ridge ventilation area 950 950 / 150,= 6.34 SF 4" X 40 LN. FT. 13.34 SQ. FT Total combined(Existing/ New . ft. of soffit vents ace. 13.34 SQ. FT. : High Vi : ®� rvtiami . Shores APPROVED ZONING D BLDG DEPT SUBJECT �o CCNIPIJa` DATE WIFE Section A (General Information) � 13�6� . Master Permit No. �CProcess No. yContractor's Name Job Address Y ow Slope ❑ Asphaittc Shingles ROOF CATEGORY ❑ Mechanically Fastened Tile X Mortar/Adhesive Set Tile 13 Metal PaneilShingles ❑ Wood Shingles/Shakes ❑ Prescriptive SUR -RAS 950 ROOF TYPE New Roof Reroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly Identify dimensions of elevated pressure zones and location of naraoets. 2 -Vs ww+� �• ww.w. w.w wu.w www. w.w�.��..�. .. HURRICANE ZONES Florida Building Code 2010 Edition High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof Svstef»1 FIB in Specific Roof Assembly Components and idenfffy Manufacturer (If a component is not used, identifyas'NA') System Manufacturer. NOA No.: 19 P 01-� V C) - Fastener Spacing for AnchorBase Sheet Attachment Fleld: JQL' oc 0 Lap. # Rows 140 ' or, U Perimeter Jp,_' oc @ Lap, # Rows - (,��n= .Comer: yam' oc @ Lap. # Rows 9Ae `w' OC Design Wind Pressures, From RAS 128 or Calculations: Pmax1^�. 4 Pmax2-� .' Pmax3•_ta9'j Number of Fasteners Per Insulation Board Max. Design Pressure, From Ow Specific NOA gym: uo Deck w Cc� Type: Gaugaf Thidmess Slope,— 1144 AWWAlase Sheet & No. of Anchor/Sm Sheet FastenedWr ding Material: insulation Base Layer O 1 Base Instdation Size and Thidarass, I.5 Tso Field Perimeter Comer illustrate Components Noted and Details as Applicable: woodblociting, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thicimess, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. Baseg1 lationfestene M ectal %4ir !fteli�mi+rlo��S PSC16GBr NoA Top Insulation Layer. Top Insulation Size and Thldcre s: �'1 o & 4v %% r3 abAzr 1.1~0 A Base Sheets) & No. of Ply(s): Base Sheet Fastener/Bonding Material: ■ I 14 Pry Sheat(s).& No. of Ply(s): N 114 Ply Sheet F astener/Bonding Material. 016 - Top I,t1Top To_ M FC Y�YI i C C1�Tg MV��G�1�1 IHPaaio�pet I 41 im-liff, Mean Roof Height 3 G FIRESTONE TPO EDGE DETAIL W"d Specs dbaeQbdr r�'� pve0m4wry faslaners er MLN tA7 k�/stton rHh pvrriNnary fastem ar NLN g - Tile Roof System Woke of Acceptance Number (NOA): 12-0430.04 Minimum Design Wind Pressures. if Applicable (from RAS 127 or CalwAaftns): P 1• -39.1 1 p 2:1-68. P 3• -100.7 Maximum Design Wind Pressures, (From the NOA Specific system): 31.3 psf Fitt in the spec/f7c roof assembly components. if a component is not requ , insert not applicable (rite) In ble teat box Roof Slope: 4.5 0/12" Roof Mean Height 12 g Deck Type: I —&r r "'• Optk mal insulation: N/A Optional Nada ble Substrate: N/A77 Optional Naitabie Substrate Attachment N/A Basesheet Type: #30 ASTM Fastener Type for Batsesheet Attachment 1 1/4 RS NAILS Tile Underlayment (Cap Sheet) Type: POLYGLASS TU PLUS Tile Undedayment Attachment Method: SELF ADHERED Tile Prof W: BEL AIR Section E k", a0divereng Exceffence Every Dae Miami -Dade County HVHZ Electronic Roof Permit Form Section E (Tile Calculations) Method 1 "Monwit Based Tile Calculations Per RAS 127" For Moment based the system, use Method 1. Compare the values for Mr with the values from W. If the Riff values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment nwthd is fable. P 1: x;, -278 = 10.86 _ Mg: 7.59 = MrI: 3.27 !9 31.3 pQA W P 2: -68.1 x;. 278 = 18.93 _ Mg: 7.59 = Mr2: 11.34 s 31.3 NOA Mf P 3: -100.7 X -278 Design Pressure _ - W. 27.99 _ Mg: 7.59 = Mr3: 20.40 5 31.3 NOA Mf Method 3 -Uplift Based Tile Calculations Per RAS 127" For Uplift based tile system use Method 3. Compare the values for P with the values for Fr. g the P values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method Is acceptable. P1: x r = x W. Where to Find _ - w = Symbol x cos 9 0 = Fr1- 5 NOA P P2: x l: _ _ x W. Design Pressure _ - W. engineer based on ASCE 7. x cos e = Fr2: 5 _ NOA F P3: x 1: x W. 8 _ - W. = Aerodynamic Multiplies' x Cos W = Fr3: Product Approval (NOA) S NOA F Where to Obtain Information to complete file calculations Where to Find Description Symbol Table I RAS 127, or by an engineer analysis prepared, signed and seams by a professional Design Pressure P1 or P2 or P3 engineer based on ASCE 7. Mean Roof Height H Job Site Roof Slope 8 Job Site Aerodynamic Multiplies' Product Approval (NOA) RestoringMoment due to Gravity Mg Product ApprovalQOA) Attachmat Resistance Mf Product Approval(NOA) Required Mwnent Resistance Mr Calculated Minimum Attachment Resistance F Product Approval (NOA) Required Upfi t Resistance Fr Calculated Average Tile Weight w Product Approval (NOA) Tile Dimensions I =langth IN = width Product Approval (NOA) 4 SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES - REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 84402.13.1 Scope. As it pertains to the Win, it is the responsibility of roofing contractor to provide the owner with the required roofing per mit, and to explain to the owner the conal of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roorM system Installations. Additionally, the b1lowirg items should be addressed as part of the agreement between the ohrrmer ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1.kt'ftha �thetcs Workmariship: the workmanship provisions of Section R4402 are for the purpose of the roof system the w resMwce and water Instruction performance standards. ppeananca) are not a consideration with respect to workmanship provisions. AesthBtic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renalling woad alecks: When replacing roofing, the existing wood roof dock may have to be re accordance with the current provisions of Section R4403. (The roof deck is idly concealed prior to the e)dsfing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between nethboring io s i , townhouses, condaniniu rrs, etc.) In builds with common roofs, the roofing contractor andkir uldnotify the occupants of adjacent units of roofing to be performed. 4.kifrom Ceiling: Exposed, open beam dings are where the underside of the roof decking can h ow. The owner may wish to maintain the architectural appearance. tteneforhe, tooflrrg nail te un�rside of the deddrg may rot be �. This provides the option of maintaining the 5.IVPpononding water: The current roof systernh and/or deck of the building may not drain Well and may r to d (accumulate) in long ares of the ref. Pounding can be an Indication of sutural distress and may require the review of a professional structural engineer. Pounding may shorten the ffe expectancy and perfamanc a of the new roofing system. Pounding condition may not be evident: until the oufgfnalroof" system is removed. Pounding conditions should be corrected. 6 Overflow scuppers (wall oudets): k is required that rainwater flows off so that the roof is not from o m a buildup of water. Pwinretededge wall or other roof extension may bac this d� if overflow scups (wall ouflefs) are not provided. k may ed necessary to install overflow mappers in accordance with the requirements of Sections R4402, R4403 and R4413. 7.M erifliadon: Most roof structures should have sane ability) to went natural airflow through the I the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service go of the *itj a#ts Signature Date COntfOCIDAnature Date Revise! on 7IN2009 LD MIAMI•D�lDE MIAMI RADE COUNTY o<: PRODUCT CONTROL SECTION DEPARTMENT OF PERNUI' NG, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 _NOTICE OF ACCEPTANCE (NOA);;ilii'.. Firestone Building Products Company, LLC 250 West 96& Street Indianapolis, IN 46260 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 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. PERA 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: Firestone UltraPly TPO Single Ply Roof Systems over Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, and following statement: "Miami Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of tlris NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12-0131.01 and consists of pages 1 through 8. The submitted documentation was reviewed by Jorge L. Acebo. A � ! --NOA No.: 12-0307.02 %" Expiration Date: 04/19/17 ronr�u°a►°Ecaunmr , '. : Approval Dite: 07/26/12 Page 1 of 8 APPROVED ASSEMBLIES: Membrane Type: Single Ply, TPO Deck Type II: Wood, Insulated Deck Description: 19/32" or greater plywood attached to min. 2" x 4" supports spaced max. 24" with 10d nails spaced 4" o.c. at the perimeter of plywood and 8d nails spaced 6" o.c. at the field of plywood. System Type D: Membrane mechanically attached over preliminary fastened insulation. All General and System Limitations apply. BaseTnsulation Layer Insulation Fasteners Fastener (Table 3) Density/ft= ISO 95+GL Minimum 1.5" thick N/A N/A Top Insu a on Layer (Optional) Insulation Fasteners Fastener (Table 3) Density/ftz DensDeck, DensDeck Prime inimum 0.25" thick N/A N/A FiberTop E, Approved High Density Wood Fiber, Georgia-Pacific High Density Roof Fiberboard Minimum 0.5" thick N/A N/A Note: All insulation shall have preliminary attachment, prior to the installation of the roofing membrane at a minimum application rate of five (5) HD screws and 3" diameter HD insulation plates per 4' X 8' insulation board. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Fire Barrier: None. Membrane: Firestone UltraPly TP9 (45-80 mils) reinforced membrane attached to deck through the preliminary attached insulation as described below. Membrane is mechanically attached using Firestone Heavy Duty Fasteners and Firestone HD Seam Plates 2-3/8" diameter spaced 6" o.c. within minimum 5.5" wide laps. Laps are spaced maximum 90" o.c. and sealed with minimum 5" Beat weld. Maximum Design Pressure: <-60 psf (See General Limitation #7) NOA No.: 12-0307.02 Expiration Date: 04/19/17 MWMF®ADE COUNTY } Approval Date: 07/26/12 P'aze 4 of 8 I GENERAL LEWTATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., 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 side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 tbs./sq. 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 Ibf. Insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased$'for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117 and/or RAS 137. 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 nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS l 11 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 comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and comers). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOANo.:* U-030162 ceCounrrY Expiration Date: 04/19/17 1APP. D Approval:Date: 07/26112 Page 8 of 8 TGFU.R9516 Roofing Systems Roofing Systems 'i.f: '•.:LH f;li `aitil7Yli}(sgr} 3{2{' ;j,u2r(ii2it '"•. `S"•itt•" FIRESTONE BUILDING PRODUCTS CO L L C 250 W 96TH ST INDIANAPOLIS, IN 46260 USA Class A - Mechanically Fastened R9516 The insulation may be mechanically fastened to the deck with screws and metal or plastic discs, hot roofing asphalt or combination of screws/dism and hot roofing asphalt. As an alternate, the insulations may be used in combination to fulfill thermal barrier requirements but the total insulation thicimess may not exceed the max insulation thickness of the classified assembly. The insulation is covered with one layer of "RubberGard", 45 or 60 mil EPDM membrane, mechanically fastened with one of the following methods: a. Firestone "RubberGard" Mechanically Anchored System (MAS) metal batten strips (not UL Classified) or "Firestone Plastic Batten Strip" and screws. "6 in. QuickSeam Batten Cover" may be applied over the batten strips. b. Firestone "RubberGard" Batten -In -Seam Mechanically Anchored System (MAS) metal batten strips (not UL Classified) or "Firestone Polymer Batten Strip" and screws. • The above mechanically fastened systems shall be installed in accordance with the manufacturer's specifications. The EPDM lap splices are sealed with "SA 1065 Splicing Adhesive", "SA -1065 Splice Adhesive Plus" or "Triumph Splice Adhesive" (contact adhesive) applied at a rate of approximately 150 to 173 lin ft per gal (3 in. lap coated both mating surfaces) or 131 to 150 lin ft per gal (4 in. lap coated both mating surfaces). The laps may also be sealed with "QuickSeam Splice Tape" (510/9/92A) or "Triumph Seam Tape". The edges of the laps are sealed with a 3/8 in. by 1/4 in. bead of "LS -3029A I ", "Lap Sealant HS" or "Triumph Lap Sealant" (use of lap sealant with splice tapes is optional). Only Triumph Accessory Products are acceptable for use with Triumph EPDM membranes. Firestone "Single -Ply Quick -Prime Primer", "Single Ply LVOC Primer" or "Royal BA2004T", "QuickPrime Plus LVOC", "QuickPrime" or "QuickPrime Plus" may be used with any Classified Firestone EPDM membrane assembly to prepare the seam area to receive any QuickSeam product or SA -1065 Splice Adhesive and maintain the rating for that assembly. Firestone "Single -Ply QuickPrime Primer" or "Single Ply LVOC Primer" or "Royal BA2004T", may be used with any Classified Firestone TPO QuickSeam Product. Unless otherwise indicated, the EPDM may be surfaced with "PC -100 coating' at 1 gal/sq with the option of applying general purpose or silica sand (sieve size 50 to 100) into the wet coating at 35 lb/sq. Membrane should weather approximately 2 weeks prior to application of the "PC -100 coating", Unless otherwise specified, the "U1traPly" membrane is mechanically fastened with large head metal or plastic fasteners spaced 18 in. OC and max 2 in. from membrane's edge. Adjacent sheets are lapp4 in., covering fasteners. Laps are beat sealed "Ultra Ply TPO" lap edges may be sealed with 1/4 in. bead of "N&,6.' 0-3003" !t F: 58. Deck: C-15/32 Incline: 4 Insulation (Optional): — Any UL Classified, any thickness. Barrier Board: — Gypsum wallboard, 1/2 in. thick min or G-P Gypsum DensDeck®, 1/4 in. min, joints in wallboard offset 6 in. with joints in deck Membrane: — "UtraPly TPO". Section C rotnr�N�t Miami -Dade County HVHZ Electronic Roof Permit Form Section C Page (Low Slope Roof Systems) . , . a .•rr<•.o. ,• � . c•r-.• a +.. ;::w n the specific rocit assembly components. if a component is riot regijirec'. insert not appiicabie (nla) in the text box. ROOF SYSTEM MANUFACTURER: I FIRESTONE Product Approval (NOA): 11-0119.09 System Type: BUR Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (P1) Field: -42.8 psf (132) Perimeters: -71.7 psf (P3) Comers: "108.0 psf Maximum Design Pressure From NOA: -52.5 psf Roof Slope: 1/4 .:12 Roof Mean Height: 12 ft. Parapet Walls: 1✓ No 11 Yes Parapet wall Height: Deck Type: —5/8" Plywood— Support Spacing: N/A " olc Alternate Deck Type: N/A Existing Roof N/A Fire Barrier. N/A Vapor Barrier. N/A Anchor Sheet: N/A Anchor Sheet Fastener/ Bonding Material: N/A Insulation Base Layer Size & Thickness: N/A Insulation Base Layer Fastener / Bonding Material: N/A Insulation Top Layer Size & Thickness: FN/A7 1 Insulation Top Layer Fastener/ Bonding Material: N/A Base Sheet(s) & No. of Ply(s): 2 PLY OF FIRESTONE MB BASE Base Sheet Fastener/ Bonding Material: MECHANICALLY FASTENED 1 1/4 RS NAILS Ply Sheet(s) & No. of Ply(s): N/A Ply Sheet Fastener/ Bonding Material: N/A Top Ply: 1 PLY APP 180 FR Top Ply Fastening / Bonding Material: TORCH Surfacing:: N/A SINGLE PLY MEMBRANE: Single Ply Manufacturer / Type: N/A Single Ply Sheet Width: N/A " 1/2 Sheet Width: N/A " No. of Single Ply 1/2 sheets: N/A Single Ply Membrane Fastening / Bonding Material: NIA ❑ FASTENER SPACING FOR BASESHEET ATTACHMENT ❑ SINGLE PLY MEMBRANE ATTACHMENT 1. Field: " o/c @Laps & rows F " o/c 2. Perimeter. r " o/c @ Laps & E:1 rows F " o/c 3. Corner. F " o/c @ Laps & El rows) " o/c NUMBER OF FASTENERS PER INSULATION BOARD: 1. Field: N/A 2. Perimeter. N/A 3. Comer. N/A Insulation Fastener Type: N/A WOOD NAILER TYPE AND SIZE: N/A Wood Nailer Fastener Type and Spacing: N/A EDGE & COPING METAL SIZES: Edge Metal Material: —Galvanized Metal— Edge Size: I-8" face 26 ga.— Hook Strip Size: I —METAL EDGE HOOK STRIP N/A— Edge Metal Attachment: N/A Coping Material: —PARAPET COPING METAL N/A— Coping Size: --COPING METAL SIZE N/A— Hook Strip Size:.—COPING METAL HOOK STRIP N/A -- Parapet Coping Metal Attachment: N/A I. • $ecL n C2d M 1AMm Miami Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form "Delivering Fxcellenco Every Doe Illustrate Components Noted and Details as Applicable: Woodbiocldng, Gutter, Edge Terminations/Stdpping/Flashing, Continuous Cleat Cant Strip, Base Flashing, CountertIashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing Or: Submit Manufacturers Details that Comply with RAS -111 and Chapter 16. W,oc'ci Mi> b6t-w- ilif 96 ?1'j 11 q l,rc F R +Qrcj-1 ..- fL MIAMNDADE' MIAMI-DADE COUNTY PRODUCTCONTROL 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) 31525-99 NOTICE OF ACCEPTANCE (NOA) www•.miamiaade.eov/econonn-, Firestone Building Products Company, LLC 250 East 96s' Street Indianapolis, IN 46240-3702 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Firestone Modified Bitumen Roof Systems over Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 10-1230.02 and consists of pages 1 through 41.. The submitted documentation was reviewed by Jorge L. Acebo. 3 NOA No.: 11-0119.09 MIAMI•DADE 0-uNW , C':r Expiration Date: 03/08/16 ' Approval Date: 05/02/13 Page 1 of 41 Membrane Type: APP Deck Type 1I: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank System Type E(3): Base sheet mechanically fastened. All General and System Limitations apply. Base Sheet: One my of Firestone MB Base or MB Base M mechanically fastened to the wood deck as described below: Fastening #1: Base sheet shall be lapped 4" and fastened with Firestone All -Purpose fasteners with 3" Round Metal Plates 12" o.c. in the lap and two rows staggered in the center of the sheet 12" o.c. Fastening #2: Base sheet shall be lapped 4" and fastened with approved roofing nails and tin caps 6" o.c. at the lap and two rows staggered in the center of the sheet 6" o.c. Ply Sheet: (Optional) One or more plies of Firestone MB Base, Ply IV, Ply IV (4) M, Ply Vi or Ply VI (6) M ply sheet or other listed base sheet applied in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.; or one ply Firestone APP 160-P torch applied. OR (Optional) One or more plies of Firestone SBS Glass Torch Base or SBS Poly Torch Base torch adhered. k Membrane: One APP 180, APP 180-P, APP 180 UltraWhite, APP_ 180 FR, APP 180 FR UltraWhite torch applied parallel to the base ply, with overlaps staggered 12". Surfacing: (Optional) Any coating, listed below, used as a surfacing, must be listed within a current NOA. Install one of the following: 1. Gravel or slag at 400 Ib. and 300 Ib., respectively, set in a flood coat of type III or IV asphalt at 60 Ib./sq.. 2 Y -1 -No. 97, No. 97 AF or No. 169 at an application rate of 1'/Z gal./sq.. Maximum Design Pressure: —52.5 psf (See General Limitation #7)`�'� MOA No.: 11-0119.09 Expiration Date: 03/08/16 Approval Date: 05/02/13 Page 34 of 41 WOOD DECK SYSTEM LIMITATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4'x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be 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 Ibf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 Ibf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant.may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with 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 corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: ,11-0119.09 MAMhDADECOUNTY Expiration Date: 03/08/16 Approval Date: 05/02/13 Page 41• of 41 to ,TGFU.R9516 - Roofing Systems Page 1 of 48 TGFU.R9516 Roofing Systems Pane Bottom Roofing Systems See General Information for Roofino Systems FIRESTONE BUILDING PRODUCTS CO L L C 250 W 96TH ST INDIANAPOLIS, IN 46260 USA R9516 References to Type G1 and Type G2 ply and base sheets include "Type iv", '"type VI" (Type GI), "Ply IV (4) M" (Type Gi), "Ply VI (6) M" (Type GI), "MB Base Sheet M" (Type G2), "MB Base Sheet" (Type G2) in any of the following Classifications. "Firestone Venting Base Sheet" (Type G3) may be used in lieu of any Type G2 base in any applicable non-combustible Classification. "SBS Poly Base" Sheet can be used in any non-combustible deck system which utilizes a Firestone SBS cap. "ISOGARD", RESISTA and "ISO 300" are acceptable alternates to "ISO 95+" in any applicable Classification. "I.S.O.FIX Adhesive" may be used in any of the following Classifications to adhere insulation to the roof deck. "I.S.O. SprayTM S" or "Firestone I.S.O. Stick", I.S.O Twin Pack and I.S.O Twin Pack Green may be used in any of the following Classifications to adhere insulation to both non-combustible roof deck substrates and other insulation layers including wood fiberboard and G -P Gypsum Corp. "Dens -Deck@ Roofboard" or "DensDeck Prime@ Roofboard" or "DensDeck DuraGuardTM Roofboard." "Tapered ISO 95+CAN" may be substituted for "ISO 95+CAN" in any of the systems listed below. "ISO 95+CAN" may be perforated on one side for use as the contact side for BUR or modified bitumen membrane. ASPHALT FELT SYSTEMS T ROOFING ASPHALT Class A 1. Deck: NC Incline: 3 Insulation: — "ISO 95+FK", "GL", "GW" or "Rhoflex Isocyanurate FK", "GL", "GW", any thickness, mechanically fastened or adhered with hot mopping asphalt. Ply Sheet: — Two to four layers Type 15, G1 or G2, any combination. Surfacing: — Gravel. 2. Deck: NC Incline: 3 Insulation: — "ISO 95+Composite", "Rhofiex Isocyanurate Composite" or "ISO 95+Wood Fiberboard Composite", mechanically fastened or adhered with hot mopping asphalt, 1.5 to 3.5 in. thick. Insulation (Optional): — Perlite, 1 in. thick. Ply Sheet: — Three to four layers Type 15, G1 or G2, any combination. Surfacing: — Gravel, slag or crushed stone. 3. Deck: NC Incline:3 Base Sheet: — "MB Base Sheet", mechanically fastened or hot mopped. Insulation (Optional): — Any UL Classified (EPS must be covered with 1/2 in. thick min glass fiber, wood fiber or perlite), any thickness, mechanically fastened or hot mopped. Ply Sheet: — One or more layers "MB Base Sheet" or Type G1, any combination. Surfacing: — Gravel, crushed stone or crushed slag, in a Flood coat of hot roofing asphalt. 4. Deck: C-15/32 Incline: 1 Insulation (Optional): — any UL Classified, any thickness. Ply Sheet: — One or more plies Type G1, G2 or "SBS Base Sheet" or "SBS Base - P" sheet, mechanically fastened or hot mopped, any combination. Membrane: — "SBS Smooth", "SBS Premium" or "SBS" (modified bitumen), hot mopped. Surfacing: — Gravel, crushed stone or crushed slag, in a flood coat of asphalt. S. Deck: NC Incline: 1-1/2 Insulation (Optional): — any UL Classified, any thickness. Ply Sheet, — One or more plies Type G1, G2 or "SBS Base Sheet" or "SBS Base P" sheet, mechanically fastened or hot mopped, any combination. Membrane: — "SBS Smooth", "SBS Premium" or "SBS" (modified bitumen), hot mopped. . Surfacing: — Gravel, crushed stone or crushed slag, in a Flood coat of asphalt. 6. Deck: NC Incline: 3 �'. http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=... 'i�10/24/2013 ,TGFU.R9516 - Roofmg Systems Page 16 of 48 Barrier Board: — Wood fiberboard, 1 in. min, or one of the following boards at 1/2 in. min: Celotex wood fiberboard, Georgia- Pacific "Sturdi-Top" or Huebert Fiberboard fiberboard. Membrane: — "EPDM", 45 to 60 mil, fully adhered with Uniroyal "Royal M6504" or M6505 adhesive at 75 sq ft/gal. The membrane laps are sealed with Uniroyal "Royal M6365 " adhesive at 1/2 gal/100 sq ft and the lap edges are caulked with Uniroyal "Royal M6389". 77. Deck: C-15/32 Incline: 1/2 Insulation (Optional): — Perilte or glass fiber, 15/16 in. thick min, or polyisocyanurate, 2 in. thick min, joints in insulation offset 6 In. with joints in deck. Base Sheet: — Two or more plies "MB Base Sheet" (Type G2) or any Type G2 weighing a min of 23 lbs/sq, mechanically fastened, spot or fully mopped. Ply Sheet (Optional): — "APP 160", "APP 160 P", or "APP 170" (modified bitumen), heat fused. Membrane: — "APP 180 FR" or "RhoFlex FR" (modified bitumen), heat fused. 78. eck. C-15/32 Incline: 1/2 Insulation (Optional): — Peritte or glass fiber, 15/16 in. thick min, or polyisocyanurate, 2 In. thick min, joints In insulation offset 6 in. wi is in d k Base Sheet: T o or more plies 'MB Base Sheet" ype G2) or any Type G2 weighing a min of 23 lbs/sq, mechanically fastened, spot or u m pp Sheet O 'onal): — "APP 160", "APP 160 P" " P 170" (modified bitumen), heat fused. m ra e: — m bi en), heat fuse . 79. Deck. NC Incline: 1/4 Insulation: — Atlas Roofing "ACFoam II", Rmax "Multi -Max FA", Apache "White Line" or "Pyrox", any thickness. Membrane: — "LS -FR" (EPDM), 45 or 60 mil. 80. Deck. NC Incline: 3/4 Insulation (Optional): — Any UL Classified, any thickness. Insulation: — Wood fiberboard, 1/2 in. thick min. Membrane: — "LS -FR" (EPDM), 45 or 60 mil. 81. Deck: NC Incline: 1/2 Insulation (Optional): — "ISO 95+ GL", wood fiberboard or perlite, any thickness. Membrane: — "LS -FR" (EPDM), 45 or 60 mil. 82. Deck: C-15/32 Incline: Unlimited Insulation. (optional) — Any UL Classified, any thickness Barrier Board: — Min r/4 in thick, GP Gypsum "DensDeck ® Roofboard" or "DensDeck Prime® Roofboard" or "DensDeck Prime 2TM Roofboard" or "DensDeck DuraGuard® Roofboard" with all joints staggered a min of 6 in. from the plywood joints. Membrane: — LS -FR (EPDM) adhered with BA 2004(T), Single -Ply LVOC Bonding Adhesive, Single -Ply LVOC Bonding Adhesive 1168 or Water Base Bonding Adhesive -P. 83. Deck: NC Incline: 1 Insulation (Optional): — Glass fiber or perlite, 1 in. max, mechanically fastened. Membrane: — One layer "SBS Metal Flash -AL" (modified bitumen), heat fused or hot mopped. 84. Deck, NC Incline: Unlimited Insulation (Optional): — Polyisocyanurate, polyisocyanurate/periite composite, phenolic, phenolic/perlfte composite, glass fiber, wood fiber or perlite, any combination, any thickness and/or EPS covered with min 1 In. perfite, wood fiber or 15/16 in. glass fiber. Base Sheen — Type G2, one or more plies. Membrane: — "SBS Metal Flash -AL" (modified bitumen), heat fused. 85. Deck: C-15/32 Incline: Unlimited Insulation: — Polyisocyanurate, 1-1/2 in. thick min, joints in insulation offset 6 In. with joints in deck. Base Sheet: — One or more plies Type G2, mechanically fastened, spot or fully mopped. Membrane: — "SBS Metal Flash -AL" (modified bitumen), heat fused. 86. Deck: C-15/32 Incline: Unlimited Insulation: — Perlite or glass fiber, 1 in. thick min, joints in insulation offset 6 in. with joints In deck. Base Sheet: — One or more plies Type G2, mechanically fastened, spot or fully mopped. Base/Ply Shaft— One or more plies Type G2, hot mopped In place. Membrane: — "SBS Metal Flash -AL" (modified bitumen), heat fused. 87. Deeks NC Incline: 1/2 Insulation (Optional): — Any UL Classified, any thickness. Insulation: — Glass fiber, wood fiber or perlite, 1/21n. min thickness. Membrane: — "UltraPly TPO". 88. Deck: C-15/32 Incline: 2-1/2 http://database.ul.com/cgi-binlXYVItemplateALISEXT/1 FRAMElshowpage.html?name=... 10/24/2013 SCOPE: This NOA is ging issued under the applicable rales and regulations governing the use of construction materials. The demon 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 mew 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: Polyglass Polystick Underlayments LABELING: Each unit shall bear a permanent label with the mamlfachlrer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved% unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEIKENT: 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 marnifitetarer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA #I 1- 1229-01 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigers NOA No.: 12-1713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 1 of a HtUAW4 _. MIAMI-RADE COUNTY � PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (BER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADPAX41SrRATION DIVLSION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 SCOPE: This NOA is ging issued under the applicable rales and regulations governing the use of construction materials. The demon 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 mew 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: Polyglass Polystick Underlayments LABELING: Each unit shall bear a permanent label with the mamlfachlrer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved% unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEIKENT: 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 marnifitetarer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA #I 1- 1229-01 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigers NOA No.: 12-1713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 1 of a ROOFING COMPONENT APPROVAL a o : Roofing Sub-Catceory: Underlayment Material: SBS, APP Self -Adhering Modified Bitumen PRODUCTS DESCRU vnON: Polystick TU Roll: TAS 103 and A heavy gnumled surface self adhering, APP underlayment 32'1(r x 3'3 3/8" ASTM D 1970 polymer modified, fiberglass or polyester Manufachwft Location too mils thick reinforced, bituminous sheet material for use as #1 & #2 an underlayment in sloped roof assemblies. Designed as a a roof file underlayment. Polystick TU Plus Roll: TAS 103 and A rubberized asphalt self -adhering, glass undedayment 65' x 33 3/8" ASTM D 1970 fiber/polyester reinforced waterproofing (Surface Printing) 8o mils thick membrane. Designed as a metal roofing and roof Manufacturing Location file underlayment. #1 & #2 Polystick TU P Roll: TAS 103 and A rubberized akphalt waterproofing membrane, underlayment 32'1(r x 3'3-'/8 ASTM D 1970 glass-fiber/polyp reinforced, with a granular Manufacturing Location 130 mils thick surface designed for use as a tile roof #2 underlayment. Polystick Tile Pro Roll: TAS 103 and A rubberized asphalt self -adhering, glass- Manufacturing lassManufacturing Location 61' x 3'3-3!8" ASTM D 1970 fiber/polyester reinforced waterproofing #2 60 mils, thick membrane. Designed as a metal roofing and roof file underlayment. Polystick Dual Pro Roll: TAS 103 and A rubberized asphalt self -adhering, glass Manzafac&9ft Location 61'x 3'3-3!8 ASTM D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and roof file underlayment. NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 2 of 3 Test Product Putt kionsf1 ac dun Description Polystick MTS Roll: TAS 103 A homogeneous, rubberized asphalt undedayment 65'8» x 3'V/9" waterproofing membrane, glass fiber reinforced Mamfacturing Location 60 MilS thick with polyolefinic film on the upper surface for #2 use as an undedayment for metal roofing, roof tile, slate tiles and shingle underlayment. Polystick IR Xe Roll: TAS 103 and A fine granular/sand top surface self -adhering, underlayment 65' x 3'V/8" 3/8" ASTM D 1970 APP polymer modified, fiberglass reinforced, Manufacturing Location Or 65' x 3' bituminous sheet material for use as an #1&#2 60 mils thick underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flat roof tile underlayment. Polystick TU Roll: TAS 103 and A heavy gnumled surface self adhering, APP underlayment 32'1(r x 3'3 3/8" ASTM D 1970 polymer modified, fiberglass or polyester Manufachwft Location too mils thick reinforced, bituminous sheet material for use as #1 & #2 an underlayment in sloped roof assemblies. Designed as a a roof file underlayment. Polystick TU Plus Roll: TAS 103 and A rubberized asphalt self -adhering, glass undedayment 65' x 33 3/8" ASTM D 1970 fiber/polyester reinforced waterproofing (Surface Printing) 8o mils thick membrane. Designed as a metal roofing and roof Manufacturing Location file underlayment. #1 & #2 Polystick TU P Roll: TAS 103 and A rubberized akphalt waterproofing membrane, underlayment 32'1(r x 3'3-'/8 ASTM D 1970 glass-fiber/polyp reinforced, with a granular Manufacturing Location 130 mils thick surface designed for use as a tile roof #2 underlayment. Polystick Tile Pro Roll: TAS 103 and A rubberized asphalt self -adhering, glass- Manufacturing lassManufacturing Location 61' x 3'3-3!8" ASTM D 1970 fiber/polyester reinforced waterproofing #2 60 mils, thick membrane. Designed as a metal roofing and roof file underlayment. Polystick Dual Pro Roll: TAS 103 and A rubberized asphalt self -adhering, glass Manzafac&9ft Location 61'x 3'3-3!8 ASTM D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and roof file underlayment. NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 2 of 3 PRODUCTS DESCRIPTION: Test Product Product Dimensions Sueeification Deacr*utioo Polystick TU Max Roll: TAS 103 and A rubberized asphalt self -adhering, polyester Manufactrsring Loca ion 65'8" x 3'3-3/8" ASTM D 1970 reinforced waterproofing membrane. Designed #2 60 mils flick as a a roof file undedayment. MANUFACTURING PLANTS: I.Hazelton, PA 2.Winter Haven, FL EvIDENcE SUBMITTED: Test Aaency Test Identifier Test Name/Report Date Exterior Research & Design, LLC 11756.04.01-1 TAS 103 04/27/01 11756.08.01-1 ASTM D 1970 08/14/01 02202.08.05 TAS 103 08/29/05 Trinity l ERD P5110.08.07 TAS 103 08/29/07 P10870.09.08 -R1 TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798 & G155 04/13/09 P33360.06.10 ASTM D1970 07/01/10 P33370.03.11 TAS 103 03/02/11 P33370.04.11 ASTM D 1623 04/26/11 P36900.09.11 TAS 103/ASTM D4798 & G155 09/01111 P37300.10.11 TAS I10/ASTM D4799 & 131970 10/19/11 P40390.08.12-1 TAS 103 & TAS 110 08/06/12 P40390,08.12-2 ASTM D 1623 08107/12 P40390.10.12 ASTM D 1970 10/03/12 PRI Asphalt Technologies PRIO1111 ASTM D 4977 04/08/02 PUSA-W5-02-01 ASTM D 4977 01/31/02 PUSA-018-02-01 ASTM D 2523 07/14/03 PUSA-035-02-01 TAS 103 09/29/06 PUSA-033-02-01 ASTM D 1970 01/12/06 PUSA-055-02-02 TAS 103 12/10/07 PUSA-083-02-01 TAS 103 06/30/08 PUSA-089-02-01 TAS 103/ASTM D4798 & G155 07/(]6tO9 Momentum Technologies, Inc. JX20H7A TAS 103/ASTM D4798 & G155 04/01/08 RXl4E8A TAS 103/ASTM D4799 & G155 11/09/09 DX23D8B TAS 103/ASTM D4798 & G155 02/18/10 DX23D8A TAS 103/ASTM D4798 & G155 02/18/10 NOA No.: 12-0713.02 Fhoration Date: 09/13/16 Approval Date: 02/14/13 Page 3 of 8 INSTALLATION PROCEDURES: Dem Type 1: Wood, non -insulated Base Sheete One or more plies of ASTM D 226 Type H or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Polyystick membranes self -adhered. Surfacing. None 1. All nails in the deck shall be carefully checked for protruding heads. Re4astm any loose decking panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the cave, rolling the membrane to obtain maximum contact Remove the release film as the membrane is applied.. All side laps shall be a minimum of 3-V2" and end laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystitck is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full cow with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. & All protrusions or drains shall be initially taped with a 6" piece of underlayment The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. NOA No.: 12-0713.02 Expiration Dare: 09/13116 Approval Date: 02/14/13 Page 4 of 3 GENERAL LIl1iQ rmio S: 1. Fire classification is not part of this acceptance. 2. Polystick MTS, TU Plus, Tile Pro and Dual Pro may be used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, roof tile systems and quarry slate roof assemblies. Polystick IR -Xe, TU, and TU P may be used in all the previous assemblies listed except metal roofing. Polystick TU Max may be used in roof the systems only. 3. Deck requirements shall be in compliance with applicable building code. 4. Polyglass Polystick memboanes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre-existing roof membrane as a recover system 6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Exposure Undtations MTS IR -Xe TU TU Plus TU P Tile Pre Dual Pro TU Max Winter Haven, FL. 180 i80 180 180 180 180 18090 Hazelton, PA. N/A 30 30 180 N/A N/A N/A N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. 8. In roof tile application, dais, for the attachment resistance of roof tiles shall be as set forth in the roof file manufacturer's Notice of Acceptance. Polystick TU, TU Plus, Tile Pro and TU Max may be used in both adhesive set and mechanically fastened roof the applications. Polystick IR Xe, and Dual Pro are limited to mechanically fastened roof tile applications. Polystick MTS is limited to mechanically fastened with battens roof file applications. Polystick TU P may be used in both adhesive set and mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. The maximum roof slope for use as roof file underlayment for (direct -to -deck) the assemblies shall be as follows: (See Table Below) Tile Profile Polystick MTS Polystick IR -Xe Polystick TU, TIT PolysiickTU Plus, TU P, Tile Max Pro Flat Tile Prohibited without 3:12 No limitation No limitation battens Profiled Tile Prohibited without Prohibited No limitation No limitation battens The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Battens are required for both loading and installation of tiles at all times. NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 5 of GENFRAL LIIVIITATIONS: (CoNTwm) 10. Care should betaken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the undedayment. Refer to Polyglass' Tile loading detail below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. 0 CL 0 8f P 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick MTS, IR Xe, TU, TU Plus, TU P, TU Max, Dual Pro and. Tile Pro may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, IR -Xe, TU, TU Plus, TU P, TU Max, Dual Pro and Tile Pro as a component part of an assembly in the Notice of Acceptance. If Polystick MTS, IR Xe, TU, TU Plus, TU P, TU Max, Dual Pro and Tile Pro is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products„ wind uplift resistance, and fire testing results_ LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Muami Dade County Product Control Approved« or the Miami Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. NOA No-- 12-0713.02 EAirat an Date: 09/13/16 Approval Date: 02/14/13 Page 6 of 8 POLYGLASS GE +NERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES. 1. Polyglass does accept the direct application of Polystick undeciayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception. of Polystick TU Plus should be back -nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1" metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back ailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) mast be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading file on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and # 10. 6. Battens and/or Counter -battens, as required by the tile manufacturers NOA's, must be used on all projects for pitch/slopes of 7"/12" or greater. It is suggested that on pitch/slopes in excess of 6'/4 /12", precautions should be taken, such as the use of battens to prevent file sliding during the loading process. 7. lviummun cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours. & Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Radung Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Poiyglass PG500 MB Flashing Cement to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a mummum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self -adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling - 11. All approved substrates should be dry, clean and properly Prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes and PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1(800) 894-4563. NOA No.: 11:8713.02 Expiration Date: 89/13/16 Approval Date: 82/14/13 Page 7 of 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1(800) 8944563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LMHTATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMi4IENDATION& END OF THIS ACCEPTANCE NOA No.: 12-4713.02 • Expiration Date: 09/13/16 Approval Date: 02114113 Page 9 of 8 MIAM:J)E) MIAMI DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DMSION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wwnv.mtasWdaaee°y/nets Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, 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 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. PERA 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: Bel Air, Bel Air Double Eagle, Ponderosa, Ponderosa Double Eagle, Golden Eagle Low Profile Concrete Tiles LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA# 11-0321.02 and consists of pages 1 through 10. The submitted documentation was reviewed by Alex Tigera. NOA No.:12-0430.04 M4 MOADE COUNrym Expiration Date: 10/05/16 Approval Date: 08/02/12 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 Applicant Bel Air Concrete Tile Bel Air Double Eagle Concrete Tile Ponderosa Concrete Tile Ponderosa Double Eagle Concrete Tile Golden Eagle Concrete Tile Trim Pieces APPROVED Dimensions L= 17' W= 12 1/a" Thickness =/2" L =17" W= 12 '/d' Thickness ='/Z" L =1T' W= 12 '/a' Thickness =1/i L= 17" W=121/: Thickness = %i L= 17' W=121/4 Thickness = %' 1= varies w = varies varying thickness Test Specifications Product Description TAS 112 Flat profile concrete roof tile equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. TAS 112 Flat profile concrete roof file equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. TAS 112 Flat profile concrete roof tile with slate finish equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. TAS 112 Fiat profile concrete roof file with shake finish equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. TAS 112 Flat profile concrete roof tile brushed finish equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. TAS 112 Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. NOA No.: 12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 2 of 10 2.1 EVIDENCE SUSMTITED: Test Agencv Test Identifier PRI Asphalt Technologies ERPF -001-02-01 Redland Technologies 7161-03 Appendix III Redland Technologies 7161-03 Appendix III Redland Technologies 7161-03 Appendix II Redland Technologies P0402 Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Letter Dated Aug. 1, 1994 P09647-01 94-084 25-7094-(2, 5, & 8) 25-7183-(5 thru 6) 25-7214-(1, 5, & 8) 25-7487-2 25-7496-(1 & 4) 25-7804-6 520109-1 520111-4 520191-1 Calculations Calculations Test Name/Report TAS 112 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102(A) Wind Tunnel Testing TAS 108 (Nail -On) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 Aerodynamic Multiplier Restoring Moments Due to Gravity Date Aug. 2006 Dec. 1991 Dec. 1991 Dec. 1991 Sept. 1993 Aug. 1994 Aug. 1994 May 1994 Oct. 1994 Feb. 1995 March, 1995 Dec. 1995 Dec. 1995 Sep. 1996 Dec. 1998 March 1999 Sep. 2006 Sep. 2006 NOA No.:12-0430.04 �M►oE COUNTY 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 Double Eagle Flat Concrete Roof Tiles and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120, 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (i x w) Tile Profile Weight W (Ibt) Length -I (ft) Width -w (ft) Bel Air, Bel Air Doable Eagle, 11.4 1.42 1.03 Ponderosa, Golden Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Table 2: Aerodynamic Multipliers - A ( ) Tile Profile A ( ) A (ft Batten Application Direct Ication Bel Air, Bei Air Double Eagle, 0.301 0.278 Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile NOA No.: 12-0430.04 coax�rtr Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 4 of 10 NOA Nn.:12-0430.04 Expiration Date: 10/05/16 r ® Approval Date: 08/02/12 Page 5 of 10 Table 3: Restoring Moments due to Gravity - Me (ft4bf) 3••:12" 4'•:12•• 5":12" 6":12" Greater than Tile Fastener Type Direct Deck (min 16132" plywood) 7":12" Profile Bel Air, Bel Air Battens Direct Battens Direct Battens DirectBattens Direct Battens Direct Double Eagle, Ponderosa, Deck 7.48 7.71 Deck 7.37 7.59 7.22 7.44 .05 - g,g7.07 Golden Eagle, Eagle, Ponderosa 14.0 18.8 7.4 Double Eagle 2-10d Smooth or Screw Flat Tile Golden Shank Nails 30.8 NOA Nn.:12-0430.04 Expiration Date: 10/05/16 r ® Approval Date: 08/02/12 Page 5 of 10 Table 4: Attachment Resistance Expressed as a Moment - Mr (ft-ibf) for Nall -On Systems Tile Fastener Type Direct Deck (min 16132" plywood) Direct Deck (min. 19132,1 plywood) Battens Profile Bel Air, Bel 2-10d Rin Shank Nails 30.9 38.1 9 $ 17.2 q�g Air Double 1-10d Smooth or Screw 7 3 Eagle, Shank Nail 14.0 18.8 7.4 Ponderosa, 2-10d Smooth or Screw Golden Shank Nails 30.8 30.8 18.2 Eagle, 1 #8 Screw 51.7 51.7 24.4 Ponderosa 2 #8 Screw 24.3 24.3 24.2 Double 1-10d Smooth or Screw Eagle Flat Shank Nail Field Cfi 19.0 22.1 Tile 1-10d Smooth or Screw 19.0 Shank Nail May e Cli 35.5 35.5 34.8 0d Smooth or Screw nk Nails Field Cli P2�-10d 31.9 32.2 Smooth or Screw 31.9 Shank Nails Eave CM 2-10d Ri Shank Nails 50.3 65.5 and fastemers are located a min. of 2'h" from head of tile. 48.3 1. Installation with a 4r file headla NOA Nn.:12-0430.04 Expiration Date: 10/05/16 r ® Approval Date: 08/02/12 Page 5 of 10 Table 6: Attachment Resistance Expressed as a Moment M, (ft4bf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Application 1�es1§tar��e. Bel Air, Bel Air Double Eagle, Adhesive 31.3 Ponderosa, Golden Eagle, Ponderosa 3M"'2 omponent Foam Roof Tile Adhesive AH -160 40.4 Double Eagle Fiat Tile 1 See manufactures component approval for installation requiremards. 2 Flexible Products Company TiieBond Average weight per party 13.9 grams. 3MT" 2 -Component Foam Roof Tile Adhesive AH -160 Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - M, (ft-lbf) for Mortar Set Systems for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Application Resistance Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, 3M 2 -Component Foam Roof Tile Adhesive AH -160 118. 3M"'2 omponent Foam Roof Tile Adhesive AH -160 40.4 Ponderosa Double Eagle Flat Tile 3 Large paddy placemwd of 45 grams of Polyproym. 4 Medium paddy placement of 24 grams of PolyProlm. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Golden Mortar Set 43.9 Eagle, Ponderosa Double Eagle Flat Tile 5 Tile-Tite Roof Tile Mortar. NOA Ne.:1240430.04 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 EAGLE CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 this Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. NOA No.: 12-0430-04 Fn v o+ Courrrr Expiration Date: 10105/16 Approval Date: 08/02/12 Page 7 of 10 PROFILE DRAWING BEL Alb BEL AIR DOUBLE EAGLE NOA No.:12-0430.04 Expiration Date. -10/05/16 Approval Date: 08/02/12 Page 8 of 10 PONDEROSA PONDEROSA DOUBLE EAGLE 30.04 NOo Date. 0 /05/16 1APPR� Expiration Date: 10/05/Z6 VEDI Approval Date: 08!02/12 Page 9 of 10 GOLDEN EAGLE END OF THIS ACCEPTANCE NOA No.:12-0430.04 Expiration Date: 10/05/16 Approval Date: 08102/12 Page 10 of 10