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RF-14-2543Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-225705 Permit Number: RF -11-14-2543 Scheduled Inspection Date: December 24, 2014 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Final Roof Owner: HOEFLINGER, MICHAEL & GIOVANNA Work Classification: Tile/Flat Job Address: 490 NE 96 Street Miami Shores, FL 33138- Phone Number (305)495-7694 Parcel Number 1132060140550 Project: <NONE> Contractor: SR HORRUITINEN ROOFING INC Phone: (305)553-3023 aunaing uepartment comments RE -ROOF TILE AND FLAT INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-223592. PERMIT WILL BE ON THE FRONT DOOR AND LADDER WILL BE POSTED ON THE EAST SIDE OF PROPERTY. Failed ❑ Need to provide tile up lift test. Correction ❑ Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. December 23, 2014 For Inspections please call: (305)762-4949 Page 8 of 10 cF � F.I.E. FLORIDA INTERNATIONAL ENGINEERING &TESTING LAB INSIGHT -INNOVATION -INTEGRATION Florida International Engineering and Testing Lab LLC 16701 SW 117 Avenue, Miami, FL 33177 Telephone: (305) 378 -1991 -Fax: (305) 378-1997 Miami -Dade Lab Certification # 07 -0612.11 -State of Florida ca #27273 ------------------------- SITE SPECIFIC INFORMATION Owner's Name:KA `� I. s0 A9t4 eJE:f Job Address: Roofing Contractor: 0 \ A fa-� Permit Number.J "# — -2-5-4 'S Type of Tle: Approximate Roof Height: to feet Slope: I' �— Approximate Square Footage: i ® ftZ Type of Access to Roof: _��Ladder OtherRequired Testing Force, 35 lbs. Testing Equipment: F.G.E. 100x Shim o Instrument Date Installed: Date of Inspection: -------=-------------------------- - T=om ---------------------------------------------------------------------- TEST RESULTS P= PASS, F= FAIL Test Location P or F Test Location P or F Test Location P or F Test P or F Location Test Por F Location 1 21 41 p4k 61 81 2 22 42 62 82 3 23 43 63 83 4 24 44 64 84 5 25 45 65 85 6 26 46 66 86 7 27 47 67 87 8 28 48 68 88 9 29 49 69 89 10 30 50 70 90 11 31 51 71 91 12 32 52 72 92 13 33 53 73 93 14 34 54 74 94 15 35 1 55 75 95 16 36 56 76 96 17 37 57 77 97 18 38 58 78 98 19 39 1 59 1 79 99 20 40 1 60 1 80 100 --------------------------------------------------------------------------------------------------------------------- IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. ADDITIONAL TEST INFORMATION Perimeter Width: ft Area Units or ftZ No. of Tests Perimeter 0 f Field V 0 Corners Ilk Hips & Ridges t&V 5 ®®ee11®ea��® RESPF�IIYEi�tQ�,l,%ED BY: t11P'A4 jQw4 Miami Shores Village 7CT-7-TV Building Department Novi 9 2014 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 2010 BUILDING Master Permit No.24—l", 4 ® 2SL I PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑N ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL r-1 PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 490 NE 96 ST City: Miami Shores County: Miami Dade Zio: Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): MICHAEL HOEFLINGER Phone#: 305 495-7694 Address: 490 NE 96 ST City. MIAMI SHORES State: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: S R HORRUITINER ROOFING INC Phone#: 305 553 3023 Address: 9690 SW 34 ST City: M IAM I State: FL Zip: Qualifier Name: SERAFIN HORRUITINER Phone#: _ State Certification or Registration #: CCCO26488 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: 33165 Address: City: -State: Zi/p: - Value of Work for this Permit: Square/Linear Footage of Work: �3 Type of Work: ❑ Addition ❑ Alteration ❑ New ❑■ Repair/Replace ❑ Demolition Description of Work: RE -ROOF TILE AND FLAT Specify color of color thru tile: q A,-k;n tri. (W I rn.11-�l �i �a� �i1n; � �_ Cd [IN0 Submittal Fee $ 1_0: Permit Fee $ CCF $ 40 CO/CC $ :M . CU Scanning Fee $ CIS Radon Fee S. DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Fj 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 notice, the inspection will not be app oved and a reinspection fee will be charged. 4 A Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this I in day of (J , 20 1-( " by u,A �" [A \ Aj 9,eCVho is personally known to me or who has produced as identification and who did take an oath. NOT ELIO VALDES . Notary Public - State of Florida -p_ ' \;""1; nn„ rnmm FYnirec Fah 2. 2017 Commission # EE 847130 Bonded Through National Notary Assn. The foregoing instrument was acknowledged before me this day of fit' o , 20 IS , by by o is personally known to me or as identification and who did take an oath. NOTARY PUBLIC: Seal: ELIO VALDES Comm. Expires Feb 2. 2017 Bonded Through National Notary Assn. kek yegt#�k�k �k�k�k �k�k �k�kak�kek�k�B�k�kart&�k�k�te+k�le �kk�k�k �kB�R�k dwke&ek+kQ��k�k�k+k�k&ffi+k�k N��k�k�h+kik+kfl�+kik+k+k�k�k�B+k&�k8+kek#�k�k+k�R�+k&�U�kakak+k�RKeek�raR�te�Bflr+k Xe��k�k �k�k�k�k�k+k8 APPROVED BY Plans Examiner Zoning Structural Review (Revised02/24/2014) Clerk LICENSED & INSURED #CCCO26488 "We Do All Type of Roofs" Commercial & Residential New Construction Re -Roof & Repair Free Estimates S.R. Horruitiner Roofing, Inc. 9690 S.W. 34 th Street Miami, Florida 33165 (305) 553-3023 (305) 553-1653 (305) 219-0565 (305) 218-4093 srhorruitinerroofinLyine(&,comeast.net ESTEWATE AND AGREEMENT FORM Name: Michael Hoeflinger Date: 11/17/2014 Job Address: 490 NE 96 ST Phone: (305) 495-7694 City/State: Miami Shores, Florida 33138 Email: mhoeflinizer@nhoo.com com — Re -roof the existing flat concrete tile roof and built-up roof over low slope areas. Remove it to the sheathing, clean to a workable surface, and haul away all roofing debris. The replacement of any damaged up to 200 linear feet is included with the price. Anything over will be charged at the rate of $3.00 per linear foot. The roof permit cost only is included. New roof w01 consist of.- (Steep f• (Steep slope) 1#30 ASTM anchored to code, new lead shields around plumbing vents 3x3 galvanized metal around the edge and 16 inch galvanized metal at valleys if applicable. 1 #90 ASTM felt applied with hot asphalt install new Entegra Plantation flat concrete roof tile. (Low slope west side) 1#75 base sheet anchored to code, 2 plies of fiberglass felt applied with hot asphalt, 3inch by 3 inch galvanized drip edge metal along the edge and 1 modified cap sheet applied with hot asphalt. (low slope south side ) 1# 75 base sheet anchored to code, l S composite board insulation 2 plies fiberglass felt applied with hot asphalt, 4 inch by 4 inch 24g galvanized drip edge metal and 1 modified cap sheet applied with hot asphalt. All work is guaranteed except for any damage(s) caused by fire, t�rmtte, uncontrollable forces of nature, or man made damage(s), and any leaks caused by any mounted equi*ent. GUARANTEE (10) ten years. i Job accessibility must be granted. Heavy equipment and or ks will be used during the re -roof and or repair process therefore we can't be held responsible for any es caused to any driveway(s). Vibrations may occur during the work in progress. All work to be performed in a workmanlike manner and in accordance with established practice. This agreement constitutes the entire understanding of the parties, and no other understanding shall be binding unless in writing signed by both parties. All accounts past due (30days) will be charged a 1.5 %per month interest with an annual interest rate of 18%wi71 be charged , plus collection, service charge and reasonable legal fees. Price $23„200.00 ls` payment $ 2,300.00 deposit due at signing 2' payment $10,900.00 starting work 3'd payment $ 5,500.00 new felts installed 0 payment $ 4,500.00 upon completion ESTIMATOR'S Ar A S ATURES To: Re: 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. Miami Shores Village Building Department 10050 NE 2nd Ave Miami .Rhnrac FI 11118 Owner's Property Roofing Permit Number. Date: / 1 t Z 11 Y Dear Building Official: h& tee46(IA® 6-�s+a� certify that I am not required to retrofit the roof to wall connections of my buil ' 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. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 n of the South Florida Building Code (1994 SFBC) Signature Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he/she is th� owner for the above Koperty mentioned. Swom to and subscribed before me this A of SPaY'v"�8,, ELIO VALDES qR Notary Public - State of Florida My Comm. Expires Feb 2, 2017 Notary Public, Sate of Florida at Large - Commission # EE 847130 Bonded Through National Notary Assn. • When the just valuation of the structure for purpose of ad valorem taxation iJual to ore 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 Contraor the f to Wa0 connection Hurricane Mfigation. Revised on 5/21/2009 RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION, INDUSTRY LICENSING BOARD CCCO2608 . L . 7 DISPLAY AS REQUIRED BY LAW SEQ # L1408260001681 FrankCrum 11/19/2014 09:13 Page4/4 A� r" CERTIFICATE OF LIABILITY INSURANCEF11/19/2014° LTR TYPE OF OVSURANCE GENERAL LIABILrtY 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 certificate holder in lieu of such endorsement(s). PRODUCER H'rankCrum Insurance Agency, Inc. 100 South Missouri Avenue CONTACT NAME; Pxa^IE (877)517-341fi fAIC-FAX . (7271608-1526 JAJQ-N E'salApDREss.FCIA[dfrankcrum.com INSURER(S) 3 AFFORDING COVERAGE NAIC S Clearwater &T, 33756 INSURED S.R. HOrrui tiner Roofing, Inc. 9690 SW 34th Street INSURERARoustOn SPSCialtV Insurance Co 12936 INSURER 8: INSURER c : INSURER D: E: MiamiINSURER FL 33165 INSURER F --"' IRCYWILJIY 1YUmtlCK: 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 1S SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF OVSURANCE GENERAL LIABILrtY POUCY N NHER M F MIODNYM C OMITS A X COMMERCIAL GENERAL LIABILITY f1JUMSMADE � OCCUR -13911 /9/2014 4/9/2015 EACH OCCURRENCE $ 1,000,000 PDAMAGE 10 Kk:;Nl REMISES $ 50,000 MED EXP one pars $ 5,000 PERSONAL & AM INJURY S 1,000,000 GENERAL AGGREGATE S 2,000,000 GEN'L AGGREGATE APPLIES PER: XP.L.POLLOC PRODUCTS - COMPIOP AGG S 2,000,000 $ AUTOMOBILE LIABILITY CO ED E IMIT ANY AUTO �O5 N® SCHEDULED NON -OWNED HIND AUTOS AUTOS BODILY INJURY (Per pemmn) S BODILY INJURY (Paracdderrt) $ PROPERTY acddent G $ S UMBRELLA LIAR EXCESS LIAR Gc�UR CLAIMS -MADE NIA EACH OCCURRENCE $ AGGREGATE $ DED RETENTION WORKERS COMPENSATION AND EMPLOYERS' UA8ILITY Y / N ANY PROPRETOR/PARTNER0=UT(VE OFFICERMAEMBER E)MLUDE137 (Mandahuy In NH) Ifyee d—be under DESCRIPT. OF OPERATIONS 1— $ T . FIR E.L. EACH ACCIDENT S EJ.. DISEASE - EA EMPLO $ EJ_ DISEASE -POLICY LIMB Is DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule. M more space kr4g ulred) Roofing Contractor. Robert Horruitiner, Contractors License #CCCO26486. CERTIFICATE Flni nwo 1(305)756-8972 Village of Miami Shores 10005 NE 2nd Ave. Miami Shores, FL 33183 ACORD 25 (201 IVSD*s,r„,r,�, n, SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPREBENTATpa tt CrOm/RS ©1988-2010 ACORD CORPORATION. All sights reserved. ma tlrc of or -non 11/19/2014 09:13 FAX 7277970704 CRUM 16001/001 CERTIFICATE OF LIABILITY INSURANCE °A�"1118/2014 91/1912014 THIS CERTIFICATE IS ISSUED AS A NATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVMY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE D098 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 (ies) must he endorsed. If SUBROGATION IS WAIVED, subjoct t0 the terms and conditions of the policy, certain policies may require an endorsement. A staternenl an this certificate does not confer rights to the certificate holder in Tieu of SuCh endorsement(s). PRODUCER CONYACI NAMM i FAX •eDD.277.1620 x4800 JAM, N,1; 727-797-0704 FRANKCRUM INSURANCE AGENCY, INC. MA6 100 S MISSOURI AVF ADDRE88: INSURERS AFFORDING COVERAGE NAIC4 CLEARWATER FL 33758 INSURCR A FRANK WINSTON CRUM INSURANCE CO. 915D0 INSURED INSURER B meq^ INSURER C. FrankCrum 1-800-277-1620 INsuNtR v 100 S MISSOURI AVENUE INSURER E, CI,FARWATF,R FL 33738 INSURER F COVERAGES .4. �_........__.� ,nom: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY r9AIOD INDICATE . 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 15 SUBJECT TO ALL'rHQ TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILYN TYPEOFINSURANCE AODL SUBR POLICY EFF POLICY%XP aYH INSR w" POLICY NUMBER (MWODN"RdM�D1YYYY) LDDTS OENERALUABIUTY ---- �1 I I I I I II AOM OT7culaa•N°r AUTO LVW IE A ViORKERS COMPENSATION AND W02014CONO 1/1/2014 1/1/2015 EMI4.OYERE' LN1teuYY ,-,-- ANY RIOVIarTOR/GARTNFRA'7rFCl1TIV[- I,L.]1J�1 OFFICERfh1 MM EIICLUDEO7 NIA IMNUOWry In NRI NYea, Ermine undal ut NOMP I ION Of OR IIAI IONe m1— LBODILY INJURY (Pix PH.on) I O IEODILY INJURY M. aCojdW4 V= r,lArU- TORY LIMIT: OTH- ER S7 DESCRIPTION OF OPERATIONS/LOCATIONS IVBHICLM (Au—J, ACORD1E7,AdM.WR—k.s.ladul.,am.rR.wa i.-wir.dl EFFECTIVE 04130/2007, COVERAGE IS FOR 100% OF THE EMPLOYEES OF FRANKCRUM LEASED TO S.R. HORRUITINER ROOFING, INC. (CLIENT) FOR WHOM THE CLIENT IS REPORTING HOURS TO FRANKCRUM. COVERAGE IS NOT EXTENDED TO STATUTORY EMPLOYEES. TYPE OF CONTRACTOR: ROOFING CONTRACTOR (CLIENT REF,: QUALIFIER' LICENSE#: CCCO28488) 01088-2010 ACORO CORPORATION, AO rlghtsa reserved. ACORD 2S (2010!05) The ACORD name and IOBO are ragieatered rIYAYke of ACORD t+AN V 6LNiTJQN SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN VILLAGE OF MIAMI SHORES ACCORDANCE WITH THE POLICY PROVISIONS. 10005 NE 2ND AVE MIAMI SHORES, FL 33135 AIrY1101112SD REPREaENTATNE 01088-2010 ACORO CORPORATION, AO rlghtsa reserved. ACORD 2S (2010!05) The ACORD name and IOBO are ragieatered rIYAYke of ACORD Notch Roof F%m off dvotQt dw hmWw nm eft sem a aals�7 . a a a a!laaaaaaaaa�aaaau! i!!a!la�i■aa■3aaaaaa was Russia Hun ■aaaaIraaaaaIaaaaaarral':11SMusa!aUS lasa! a:a r;ez41 aaai ��aaaa■ ��cawa��urcraiaaaaa! ■aalalaaaaataar■■»: aaa7aaa!!!alia�ila[■ ■■■aa!!laaailalaa7aaYllaa!latsaa�iil�Tillaaliaal RapF CAT�KT moi/ Feabned TBS gel Q motd 13 woods Are there 1 13 Pia BURMAS ISO } Gas Vein Stacta s YesO NoEp ROOF TYPE TyM NatwMU LF ROOF WRwMmSM Remvwb .g Repair D REAR MRTM OMMUMATIM Notch Roof F%m off dvotQt dw hmWw nm eft sem a aals�7 . a a a a!laaaaaaaaa�aaaau! i!!a!la�i■aa■3aaaaaa was Russia Hun ■aaaaIraaaaaIaaaaaarral':11SMusa!aUS lasa! a:a r;ez41 aaai ��aaaa■ ��cawa��urcraiaaaaa! ■aalalaaaaataar■■»: aaa7aaa!!!alia�ila[■ ■■■aa!!laaailalaa7aaYllaa!latsaa�iil�Tillaaliaal Florida Building Code 2010 Edition High deiocty Hurricane Zone Uniform Permit Application Form 1 Station C (Low Sloped Roof System� Fastoesr Spacing forAn Attactnnent -oC0LSP- #RowsY--0 -OC l -oCaL p.#Rags C .�. 'oC C=w___�-oc@Lar.#RaM—�(G� -w Number of F=ftnem Per hrsaladon _ HOOF ASSEMBLES AND ROOFTOP STRUCnJRES Florida Building Code EdMon 2010 Hlgh-Vela�ftq Hterlcae Zone Unftnn Pane* ApAeallon Foran. Section C (LowSlope Application) I Fill n spedfic roof assembly ComjvnwIft and Identily mamdachm (11 a component Is not used, Identify as -NA") Syde .. Product Appnval No.: I q -- Dwign Wind Presstue% From RAS -I= or atom r. Pi: Max. Agri Pressw*, from the specific Product Approval system:— 1 _ l �iYI ��13.`a ■ • Fastenw Spacing for AnchodBase Shoot Attachmeft R : Reid: –�° oc Q Lap, # Rom x a oc : • Perin eter ° ac ® Lap #Rows ° cc : Cornu: " oc 0 Lap, # Rowe a --(a ° cc Number of Fasteners Per Initiation Board: : Field Perimeter Corner : lilustrete Comments Noted ami Details as Applicable: Wim, GUWK Edge Termination, Strippkig. Flashing, Cflniiratous Cleat, cant Snip, Base gashing, Gaugafrhlctmess: Courter-1-mmunm Coping, Etc. Irldltmte: Mean Roof Height, Parapet Height, HelgW of Base Fleshing, Component Material, Material Thickness, Ancbmfi Tse Stmet & No. of Piy(s):E -1 S Fastmler_Type, Fastener Spacing or Submit mantfiaCtur- ers Details that Comply with RAS 111 and Chapter 16 WA 0 "A r ; r Top Insolation FastenedBanding Uslarlaft Bass S1=g8) & No. of Ply(sj: 77 lip Ji-7-t�7 Ply Siteet(s) & wo. of Ply(* Top Phr. F e f CA 2010 FLORIDA BUILDING CODE — BUtLOM • : ■ 1616•••• • t• •6w9 • 616i ■ 1696•{• 9••6p 15.35 Florida BiOd'mg Code 2010 E&on High Velocky Hurricane Zone Umlfoan Permit Application Fom S2ctlon D Sloped RoofSv=mI 11 T WI,- �1 ''� ►.' i . 1,:! MMhm m Design Wind Premures. N Applimble (From RAS 127 or CelallarfonS): P1: f P2: P3: 2... t mum Design Pressure . (FmotwHOASpedft Steep Sloped Roof System DoScr oOm Roof S"m :42 Ria Veon? Mean Roof t Q F-T a- ... . .... .... ..... aenerType & Spacing: I Yi2k L1 Ji ; ' _ • • W IN cwjwhw I corw Type S Size Drip cc - o -r l Florida Building Code 2010 Edition High d Hurricane Zone Uniform Permit Application Foam Seaton E M12 CatCU100=9A ForMommut basedtft syr, ehom edher Method 1 ar L Cid do vahm hrm,wbhdtevdmfmmmf-.NdwmvabmwevmowdmerequdtDftbk vat, for eaeh area ofdw roof, dustthedte attachmat UmMod is ] Bawl Par BAs 1270. {Pisa rte, r I 1. ��_'i ASA A4� tPi..0 • i I i1 a NOA P* L/0- f Method Z Till Caleddian Per Tahb Below' Beqdred Mammt of Reddame OU Fmm Tabb Bdow NOA B* •Moat be seed is conjundfan wBh a lint of momat basil file syat n, erdorad by the Broowsd Cmuly Board of Bales dad Ap ad& For IIpiM.band t� we Methal 3. C� the values for F;the • . 0000.• • ...•.� • values for A, N de Ir values are greater than or equal to dke Fr � :00600 and -of iLe reat then the the aftadMind nw&od is • 0000.. •.0•. .0600. Met "3�UpMBasedTile�PerRAS1rP..' �••••• Fr,;_•o NQAPi •• 0.006 IL- ffi I w:= W: sem8: = F •O�NbiAP • • • •.0.•' �3: IL = 17f.a�J�W: Zt��: = Fuy' •0.�eAP 0 SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 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 Chapter 15 of the Florida Building Code, Building 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 be r a e owner's initials in the designated space indicates that e=herkmanship 1. Aesthetics -Workmanship: provisions of Chapter 15 (High Velocity Hurricane Zones) 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 the zoning code, should be addressed as C�&part of the agreement between the owner and the contractor. 2- Renaiting Wood Decks: When replacing roofing. the existing wood roof deck may have to be renaffed in accordance with the current provisions of Chapter 15 (High Velocity Hurricane Zones). The roof deck is usually concealed prior to removing the existing roof system_ 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 dings are where the underside of the roof decking can be viewed from glow. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. This provides the option of maintaining this appearance. ti - Pondering Water. The cement roof system and/or deck of the building may not drain:4911:. and may cause water to pond (accumulate) in kwAyiung areas of the roof. ;Pgndijig card be an indication of structural distress and may require the review of a profes4 Q atruC+# e 0 engineer. Ponding may shorten the life expectancy and performance of tin per, roofing . system. Ponding conditions may not be evident until the original roofing sysWo is renjoved. Ponding conditions should be corrected. *0000 :000 0 0 13. Overflow Scuppers (wall outlets): it is required that rainwater flows off @@•fleet the roof is not overloaded from a buildup of water. Perimeter/edge wails or other roof extensionswmip block this discharge if overflow scuppers (wan outlets) are not provided. I%ATWoe necessary to install overflow scuppers in accordance with the requirements of 0 0 0 0 sees.. 7. Ventilation: Most roof structures should have some ability to vent naturaCair w throdgh the interior of the structural assembly (the building itself). The existing amount of attic : 0 0 ventilation shag rot be reduced. It may be beneficial to consider additional venting MEN 0 can result in extending the service fife of the roof. � I Own s/Agenrs Signature Dat . Con rt Signature Fin AB%TM (page 2 d 9) Rev. 7M sees.. .sees. .sees. e0e00 0000. Osseo* sees.. o O sees.. O MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Strom Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Nbmi Florida 33175-2474 BOARD AND CODE ADM MSTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) mvw.mlamidade gov/econpmy 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 rev"o 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 Verity Hurricane Zone of the Florida Building Code. DESCRIPTION: 3Mrm 2 -Component Foam Roof Tile Adhesive AR -160 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. .000.0 RENEWAL of this NOA shall be considered alter a renewal application has been filed and These has been no changS • • • • in the applicable building code negatively affecting the performance of this product •' ' 0000.. 0000.. . 0000.. 000:0. TERMMATION of this NOA will occur after the expiration date or if there has been a rqj&ypn or Ghangp in th0 • • • • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsbmaat'of an; '&Mutt, fog.... sales, advertising or any other purposes shall automatically terminate this NOA. Failure to cmnpiy rith aye tion o€•: •.' this NOA shall be cause for termination and removal of NOA. • • • • 0000 ...... 0000.. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, aid folloQ►e$.by the • • • • • expiration date maybe displayed in advertising literature. If any portion of the NOA is display%(k toren it shQ.1Ze dons • • • • in its entirety. 0000 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. MIAMhflApECDtli�iTY NOA No.: 14-0805.01 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 3MTM 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 Description Specifications 3MTM ?-Component N/A Foam Roof Tile Adhesive AH -160 Foam Dispenser N/A RTF1000 ProPack® 30 & 100 N/A TAS 101 Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of 2 -Component Foam Roof Tile Adhesive AH -160 roof tile adhesive. MANUFACC JMG LOCATION: Tomball, TX. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content 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. �APPROVED� NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 2 of 11 0000.. 0000.. 0000.. 0000.. . 0000.. 0000.. • 0000 0000.. • . 0000.. . 0000. Test -_y,,.... R� • ... . .. ..:..' ASTM D 1622 1.61bsJth3 000000 ASTM D 1621 18 PSI Parallel to rise ; • �' • ' 12 PSI Perpendicular to rise • :90000 . • ..:. ASTM D 1623 . 28 PSI Parallel to rise 00.0 : 0 • • • • 0 ASTM D 2127 0.08 Lbs./Fe 0000 40:0 ASTM E 96 3.1 Perm / Inch ASTM D 2126 +0.070/6 Volume Change @ -W F., 2 weeks +6.0% Volume Change @158 F., 100% Humidity, 2 weeks 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. �APPROVED� NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Renart Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818 -IPA 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[l] ASTM E 84 01/16/95 Testy En&IIeering 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 Celotex Corp. Testing Services 5284542-1 TAS 101 10/23/98 5284549-1 52845410-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 ' 520109-7 • 520191-1 TAS 101 ...... Oz=" 520109-2-1 ...:.. LEMTAnoNs:o::::. • 0. 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assemblyfm fire raii;g.- 2. 3hC 2 -Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, Io�v, � l - tilp proles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard ZtA *UO. • 4. Roof Tile manufactures acquiring acceptance for the use of 3M7 2 -Component Foam Roof Tile Adi3r�ye 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 61G20-3 of the Florida Administrative Code. NOA No.: 144)805.01 NOMENSIWAi Co7Y Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 3 of 11 INSTALLATION: 1. 3MT24 2 -Component Foam Roof Tile Adhesive AH -160 may be used with any roof file 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 file 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 -1 60 and its componertts 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" comment 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-G 30 & 100 dispensing equipment only. 7. 3MTw 2 -Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanently to sunlight. & Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after 3MTM 2 - Component Foam Roof Tile Adhesive AH -160 has been dispensed. 9. 3MTm 2 -Component Foam Roof Tile Adhesive AH -160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. 00000• �ecou►�rnr NOA No.:14-0805 01 1APPROYED1Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 4 of 11 Table l: Adhesive Placement For Each Generic Tile ProSle Tile ProSle Placement Detail A immum Paddy Contact Area Minimum Paddy Gram Weight Eave Course - Flat, Low, High Pro#iiles AIR Eave Coarse 17-23 sq. inches 45-55 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 head of tile 9-11 sq. inches at overlap 12 grams per paddy Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal edge) 20-25 sq. inches each bead 17 grams per bead Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami - Dade County Product Control Seal as shown below. BuiiLDING PERNIIT REQUIREMENTS• 0000.. 0000.. As required by the BuildingOfficial. or ' • • • • • • applicable building code in order to properly evaluate � �allation of this system. 0000 0000 0000.. .0 .. ...... see 0 0 0000.. 0000 0000.. .... sees 000..0 0000.. 0000.. .000. 0000. ...... . 0000.. ...... 0 0 pgpF Cpm NOA No.: 14-0805.01 1APPROMI Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 5 of 11 ADHESIVE PLACEMENT DETAEL # 1 Ems. r � rw E�veCca�ra- t 1e='_'' - r. f&KO.EArmOmwo _f_ Flat/Low Profile Tile 1. Starting at the cave 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 nb 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. ta.an Medium Profile / Double Pan Tile *Wbp s� F 1. Starting at the eave course, apply a minimum 2" J (50.8 mm) x 10" (254 mm) x l" (25.4 mm) foam paddy onto the underlayment positioned as shown `'y under the pan portion of the tile closest to the - overlock of the the Ding set. aiu,•�� ,,: �a 2. Continue in same manner. Insure approximately 17 `148.4 cm2 23 109.7 cm — _ ( ( ) square inch adhesive contact with the underside of the tile. Sts3ytE • • • • • • #*< Pastas • • • • • • •••••• • •••••• • "'s�`�"' ' "`• High Profile / Single Pan We • • • : • • • • r _ 1. Starting at the eave course • • • _y a minin um 2" • • • • • (50.8 mm) x 10" (254 Q& t.(2:5.4 m4) foam • • paddy onto the underlayi$ent positioned &%Shown • under the pan portion of the the closeWt'dthe Overlock of the file Ding sak • • •. 2. Continue in same manner. Insure approximately 17 r. (109.7 cm2) — 23 (148.4 cm) square inch adhesive contact with the underside of the tile. rte, h. Es. C+anrs, , Faw, Dlipedw ��PPROYED! NOA No.: 144)M.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 6 of 11 AD>Wsm PLAcFAmENT DETAIL # 2 '�r��fa �k�ic cert d�hanr�rir+cc�i °•:, _ t -._ r�r ��ee� rile;= Ilk,._ rd; .t O tea,'`• _ 2"fe _-.ate. - --- Farms APPROVED FlaVL-ow Profile 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 strengthening rib of the file closest to the overlook of the tile being set. Insure approximately 17 (109.7 cm) —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 strengthening rib closest to the overlook of the tile being set - 3. Continue in same manner. Insure approximately 10" (64.5 cm) -12 (77.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile I. Starting at the cave 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 overlook of the tile being set. Insure approximately 17 (109.7 cm2) — ...... 23 (148A cm2) square inch a�ihe� .e coninct with the • • • • ; • underside of the tile. • • :888:8 •. •••••• • •••••• • 2. At the second course, apply a"mmimum 2" (S0.8mm):....: x 7" (177.8 mm) x 1" (25.4 aijfjum p jW;sto the,. . • • underlayment positioned as &n ..;..' portion of the tile closest to Ae'averlock Ube lie ...... being set .•.... 0 as • 6 . . 866969 9699.. 3. Continue in same manner. Irene Uproxrinately 12" (77.4 cm2) -14 (903 cm2) square inch adhesive ' contact with the underside of the tile. * 0.0 (Instructions continued on next page) NOA No.: 140805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) P&d4 r , a4hras L S 7 � Ea�s�•�r�t ;��,—y. �; '`�� ` -- fascia `�,�. •ak'' '- ,�`�`°� =''� � v C►c�t etc .: !APPROVED! High Prof e I Single Pan Tile 1. Starting at the cave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the undeflayment positioned as shown under the pan portion of the file closest to the overlock of the the being set. Insure approximately I7 (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 undedayment positioned as shown under the pan portion of the the closest to the overlock of the file being set. 3. Continue in same manner. Insure approximately 17" (109.7 am) -19 (122.6 cm) square inch adhesive contact with the underside of the tile. • • • • NOA No.: 14-08W.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 8 of 11 • •• •• 0000 •••••• 000060 • • •• • • • • • NOA No.: 14-08W.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 Mfl*raaOVJasftcane= teem 4;- antap 4X48•. SBaglepaddp low a I' FlatfLow Profile TOe l regttketb 5�u lepaddytatti>��e Baths'. ! paddrfiatdstBlel V 4X 411L 2tc4at an ". t� 21 q _... . Eave+Gmuse s _ F aKia Medium PrefffeTffe appaovrc i 1 _ On the cave course only, 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 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" (101.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 int (109.7-148.4 cm2) of adhesive contact with the underside of the file 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 porton of the tile, closest to the underlock for the second course the to be installed. Insure approximately 8-9 int (51.6-58.1 cm) of adhesive contact with the underside of the tile. (Instnscdons continued on next page) • • • SSSS•• SSSS•• • SSSS•• • 000.f 0• • :Soso: •0••0• SSSS • • • • • • SSSS•• •000 • 00.00 00.0•• • •• ••••• •• •• ••••• 0000••• SSSS•• • • • • • SSSS•• SSSS•• • • • • •so 0 see* SSSS NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) WOMMPPbS&Saxe Paddy �7e fWfM i yt►N'h-sr BMWs Opdand. Pamytm,ferwo !M X4ftL Eave Course' :�`-Fascia _.Wbephole to 1% 2 dostne Ditpedge �nA F"h ikoifleTite 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x Y4" (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening nb for flat file 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 cm) -11(71cm) square inch adhesive contact with the underside of the the at the overlap and 7 (45.2 cunt) - 9 (58.1 cm) square inch adhesive contact with the underside of the the at the head of the tile. Continue in same manner. • • • 0000•• •• • • • •• . 0000• �••••• ••••0 0 • 60008• • • • 0000 • • 0 • • 0 000•• • 0000 • •••0•• • • 0000•• • •• •06• • • • • • •• •• 0000 0000••0 ••60•• • 0 • • •6.6. :000:0 0000•0 0 • • • • • 00 000 0 0 0000 NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL 1)PlaceenauO veteaddmGSfA7Os4 in. Steeppft&app)ications Incont3a ltht hepan d hL /1 twhenfeclubedl z)Tumcocas dowmPlaceadhesivein to l hLfiomoutsideedgeefcomd1e. Then hnW thetffeEnsure zeta underhyment Eavedosuri (Motarsho®n) Remove top Portion oftheeave coursecovertilp-abuttosecond coum of pan dles.Ensweeave end ofpan and com toes are flush ateave Hot-- 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 cm?) — 70 (451.6 cm2) square inch adhesive contact with the underside of the pan tile. 3. Turn covers upside down exposing the underside of the tile. Apply a minimum 1" (25.4 mm) x 10" (254 ram) bead of adhesive directly on the inner edge of each side of the cover tile. Leave approximately 3/4" (19 mm) to 1" (25.4 mm) from the outside edge of the tile, inward, free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cm2) - 25 (161.3 cm2) square.Wrk contact area on each side ofthe cover tile to the ' •' pan tile. Continue in she rl;=cr,oTrim Sway ....:. any cured exposed fospabpive. Pointing of • • longitudinal edges of the.omver tiler are. :6000: considered optional. • • • • • ..... ...... . .. ..... 5. When additional nailinlg i9fequired,7.150.8 .... • mm) x 4" (101.6 mm)OZO M or the tie wire system using galvanizgd, Apinless iW *-vr • • • • • • copper wire and compkWe Mails max J•used. ; • • • • .. . END OF THIS ACCEPTANCE NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 11 of 11 ro I BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Entegra Roof Tile, Inc. 1289 NE 9s' Ave Okeechobee, FL. 34972 MIAMIAADE COUNTY, FWRIDA ME TRO -DADS FLAGLER BUR DING 140 WEST FI AGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2909 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AW). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (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. BORA. reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Plagtation Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, steerid 9900.4 following statement: "Miami Dade County Product Control Approved", unless otherA;.u6;0 hergin . • RENEWAL of this NOA shall be considered after a renewal application has been filed aft6'tfiere hers lieen no • • • • : • change in the applicable building code negatively affecting the performance of this product'' • : 9 9 9 9 : TERMINATION of this NOA will occur after the expiration date or if there has been "flion of LRAije in t6... materials, use, and/or manufacture of the product or process. Misuse of this NOA as ante* ofian • • : • •' product, for sales, advertising or any other purposes shall automatically terminate this NOA!Failure to tbmply • • • • • with any section of this NOA shall be cause for termination and removal of NOA. : : ' . AD :The NOA number preceded by the words Miami -Dade Co .by . 0 Count Florida, aIS'fo9lowed the expiration date may be displayed in advertising literature. Many portion of the NOA is d;splayed; than it sltait 0 be done in its entirety. see* 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 sfte at the request of the Building Official This revises NOA No. 10-ONO4.15 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigers. NOA No.: 10-1202.01 ru►o>:rlouEanr Exptratien Date: 12M&45 Approval Date: 12!30/10 Page 1 of 5 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE: This renews a roofing system using Fnicgta "Plantation" concrete roof tile, as manufactured for Entegra Roof Tile, Inc. in Okeechobee, FL as described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, as determined by applicable Building Code, does not exceed the values listed in section 4 herein. The attachment calculations shall be done asa: moment based system. 2. PRODUCT DESCRIPTION: Manufaetared by Test Product Aoulicant Rimer o—W be iSeations I>escriution Plantation Tile Length: 16% Flat c cmcrete roof the for direct deck or Width: 13" TAS 112 batten nail -on. - Trim Pieces Length: varies Accessory trim, concrete roof pieces for Width: varies TAS 112 use at hips, rakes ridges and valley Thickness: varies terminations 3. LE WTATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test iq accordancovAts 0 TAS 106 may required, refer to applicable building code. ease 0 Lahmator)Cfd'" • 33 Applicant shall retain the services of a Miami Dade County CertifiW perform quarterly test in accordance with TAS 112, appendix `A'. Saeh6s ing shall -be 0000.. submitted to the Building Code Compliance Office for review. • • • • . ; ... ; . • 3.4 Minimum underlayment shall be in compliance with the applicable R.6.11ha.. �..' Applications Standards listed section 4.1 herein.• 0000 0000 .. 0000.. 3.5 30190 hot mopped underlayment applications may be installed perpq A9Vjar to the roof 0 • slope unless stated otherwise by the underlayment material manufaciureis published . 000000 3.6 0000.. literature.' This acceptance is for wood deck applications. Minimmn deck requitaneards shaliImrin 0000.. 0 - compliance with applicable building code. 6906 4. INSTALLATION: 4.1 Entegra Roof Tile, Inc.'s Plantation Flat Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,119, & 120 4.2 Data For Attachment Calculations NOA No: 18-1202.01 Expiration Date: 12108/15 Approval Date: 12130/10 Page 2 of 5 Table 1: Average Weight (W) and Dimensions Q x w) Tile Profile Weight -W (Ibf) Length -i (ft) Width -w (ft) Plantation Tile 1 11.6 1 1.375 1.08 Table Z: ApTonamic MuM liars - IL ft3 Tile Profile R (ft3) Batten Application ;L (ft3) Direct RjoylMlication Plantation Tile 0.267 0.2 Table 3: Restoring Moments due to Gravity - (ft4bf) Tile 2":12" 3":12" 4 5":12" 6":12" Grease an t":12" Prof a (Min. 191W plywood) PlYwood) Battens Direct Battens Direr Battens Direct Battens Direct Battens Direct Battens Direct 2-10d Smooth or Screw 14.0 Deck 7.4 Deck veafl Deck I Deck 30.8 Deck Plantation 7.22 7.91 6.85 7.79 6.75 7.67 6.61 7.52 6.44 7.32 6.26 7.04 THe • * * • • 1-1 Od Smooth or Screw 19.0 19.R 22.1• • 1 • • ' ' Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-ibf) For Nall -On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (Min 1W32" (Min. 191W plywood) PlYwood) Plantation Tile 2-10d ftg Shank Mails 30.9 38.1 9 .2• 1-10x1 Smooth or Screw Shank Naff• 7.3 9.8: .0. • 04.9 • 0000.. 2-10d Smooth or Screw 14.0 18.8...:.. 7.4 Stank Nails ego* 996 1 #8 Screw 30.8 30.6"0009" 4W 2 #8 Screw 51.7 51.7*':6.: 24$400 140d Smooth or Screw 24.3 24.3 24. Shank Nail eeW Cli • * * • • 1-1 Od Smooth or Screw 19.0 19.R 22.1• • Shank Matt ve Cl' • • ' ' 2-10x1 Smooth or Screw 35.5 35.5 ;R6 Shank NailField Ct 2-10d Smooth or Screw 31.9 31.9 32.2 Shank Nails Clip) 2-10d Ring Shank 50.3 65.5 48.3 Nails' 1 instaltaflon:n M a 4' Ole headlep and finers are located a minimum of 2W from the head of New NOA No.: 10-U.MO1 Expiration Date: 1210$/15 Approval Date: 1280/10 Page 3 of 5 0000.. 6 00000. .0000. 9 000.0 ..9.. 0000.. 9660.. 69.0.. 9 6 Table 5: Attachment Resistance Expressed as a Moment 14 (ft4bf) For Two Ps Adhesive Set Syshims Tile Profile Tile Application Minimum Attachment PolyproTM 118.9 Resistance Plantation Tits Adhesive 31.3 2 See mamomm mmonerd approved for inaWa0m 3 HeAble Products Cony THeBon0 Averageweights Per PaOy 93.9 grams. inc. AyeMp weVd per POW 8 Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-ibf) For Sim gle, Paft Adhesive Set Tile Profile Tile Application Mlnhnum Attachment Resistance Plantation Tile PolyproTM 118.9 Poi ProTM USA, 'V% Entegra "1r', where the E is a stylized logo. • 14 Larne po* placenwit of 45 of Rolyfto7m. 5 Menan PoW pMqMWM of 24 gmms, of P ro—. Table 7: Attachment Realstance Expressed as a Moment - Mf(f -" for Mortar Bet Systems Tile Profile Tile Application Attachment Resistance See specific mortar manufachusr's Notice of A ncs. 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or -logo as seen below or following statement: "Miami -Dade County Product f orpgi Approvedf'. sees:* 5.2 Entegra Roof Tile, Ine.'s Plantation Roof Tile bears the following i rkings: :.E" USA, 'V% Entegra "1r', where the E is a stylized logo. • .... . ...... . ...... 6. BUILDING PERMIT REQUIREMENTS *see • .... • • • 6.1 Application for building permit shall be accompanied by copies of thV awing::.. . 6.11 This Notice of Acceptance. • 6.1.2 Any other documents required by the Building Official or appli4 a Building �,; • 96 00 Code in order to properly evaluate the installation of this system.. 7. MANUFACTURING LOCATIONS • 7.1 Okeechobee, FL NOA No.: 104202.01 Expiration Date: 12/08/15 Approval Dates 12130/10 Page 4 of 5 PROFILE DRAWING PLAN}, ATiON FLAT CONCRETE TILE END OF THIS ACCEPTANCE NOA No::10-12OL01 Expiration Date: i2dO8fo Approval Date: 12/30/10 Page 5 of 5 .060.0 0000.. 0000 0000.. 0000.. . 0000.. .0.... 0 0 000.. 0000 . . 6 ...66. 0000 . 000. . . 0000.. . .. 00000. 66 .. 6066 6666.0 ...... 00 . .. . .00006 0000.. 6 . .6009. .. 00000000 NOA No::10-12OL01 Expiration Date: i2dO8fo Approval Date: 12/30/10 Page 5 of 5 MIAMI -BADE MIAMI DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Strcet, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Afmn i, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 31525-99 NOTICE OF ACCEPTANCE (NOA) vnvw.nAamida42.Zov�economy GAF 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued underthe applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:: GAF RuberoieMoMed Bitumen Roof System for Wood Decks . LABELING: Each unit shall bear a permanent label with the manufacturer's name or iogtr city, sta;.%4 following statement: "Miami -Dade County Product Control Approved", unless otherwisd 10M hereih. ...... . RENEWAL of this NOA shall be considered after a renewal application has been filedpOdWe hal benono change in the applicable building code negatively affecting the performance of this produlf * * ' TERMINATION of this NOA will occur after the expiration date or if there has been w evision or ch.�6ge in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as' a b'a'rn'dorsement'of any product, for sales, advertising or any other purposes shall automatically terminate this NPA. Failure � v4 ply with any section of this NOA shall be cause for termination and removal of NOA. 0.0 : 0000 ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, analfoilowed 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 NOA No. 13-0424.14 and consists of pages 1 through 29. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 14-0611.01 �r a -Expiration Date: 11/06/15 JAPPROApproval Date: 11/06/14 Page 1 of 29 0000.. Membrane Type: SBS/SBS Cold Applied Deck Type 1: Wood, Non' -insulated Deck Description: 19/32" or greater plywood or wood plank decks System Type E(1): Base sheet mechanically fastened to roof deck. All General and System Limitations shall apply. Fire Barrier: FireOuta'Fire Barrier Coating, VersaShiele Fire -Resistant Roof Deck (optional) Protection or Securock® Gypsum -Fiber Roof Board. Base sheet: GAFGLAe #80 Ultima. T" Base Sheet, GAFGLAS® Stratavene Eliminator Nailable Venting Base Sheet, Ruberoie 20, Ruberoie SBS Heat Weld"' Smooth or Ruberoie SBS Heat Weld'm 25 base sheet mechanically fastened to deck as described below: Fastening GAFGLAS® Ply 4, GAFGLAS® F1exPly 6 G ®: 5 B e Sheet or any Options: of above base sheets attached to deck with appro ar ' g shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure -,45 psf. See General Landitq©n #7) GAFGLAS® Ply 4, GAFGLAe F1exPly 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill -Tec #12 Fastener, DrillTeem #14 Fastener or Drill -Teem XHD Fastener and Drill -Teem 3" Steel Plate, Drill - Tec AccuTrac® Flat Plate or Drill -Tec ' AccuTrae Recessed Plate installed 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf. See Lhn&udaon #7) GAFGLAS@ FlexPlyffi 6, GAF G _., Sh t orof above base skean attached to deck with appro laz ring sh and hn cWspt a f stmgr spacing of 9" o.c. at the an o rows 9" oc. W the field.""' (Maximum Design Pr a S25psf. See al Limiladm 49 • • ® 66a ;;z�-�APPROVeD� GAFGLAS #80 Ultima ids 20, Ruberoi(r."V Smoot * 0 6 base sheet attached to deck with approved annular ring shank mils and tin nam at a fastener spacing of 9" o.c. at the 4" lap staggered and in two tews89" O.C. M The field. 600666 (Mwamum Design Pressure —60 psf. See General Limaion'#7) ' 66066 6 0 0 0 GAFGLAS® #75 Base Sheet or any of above base sheets attacl e& to deck Witt 0.0 Drill -Tec"° #12 Fastener, Drill -Teem #14 Fastener or Drill Teem XHD FastMLy and Drill -Tec"' 3" Steel Plate, Drill -Tec"' AccuTrae Flat Plate or Drill -Tec"` AccuTrac® Recessed Plate installed 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" oc. in the field of the sheet_ (Maadmum Design Pressure-60psf. See General Limatahon #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.: 14-0611.01 Expiration Date: 11/06/15 Approval Date: 11/06/14 Page 25 of 29 6666.. 6666.. 6666.. 60660 6666. 666666 666666 6666.. Fastening GAFGLAS0 #75 Base Sheet or any of above base sheets attached to deck with Options: Drill -Tec"` #,12 Fastener, Drill-Tec7 #14 Fastener or Drill -Tec ` XHD Fastener (Continued) and Drill-Tec7 3" Steel Plate, Drill -Tec AccuTracO Flat Plate or Drill -Tec' ` AccuTraco Recessed Plate installed 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— Lh aitation #7) Ply Sheep (Optional) One or mom. `es GAFGLAS®P GAFGLAS® FlexPly ` 6, GAFGLAS® #80 tmia Base Sheet, Rubero�op Smooth or Ruberoid 20 sheet adhered in a� mopping of approy_. alt applied within the EVT range and at a rate of 20 -401st'.""" 0000__...,, Membrane: One or more plies of Ruberoid® Mop Smooth, Ruberoidf.Mop i70 FR, Rubedo' Mop Granule, RoolMatch SBS Modified Granular, Y�uli�roid®W$eg plus Granule, Ruberoid® 20, Ruberoid® 30, Ruberoid® EnergyCap- 30 FR SBS Membrane, Ruberoid® 30 FR or Ruberoid® Mop FR in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq_ Or One or more plies of Ruberoid® Mop Smooth, Ruberoid' Mop Granule, Rooimatch— SBS Modified Granular, Ruberoid® Mop 170 FR, Ruberoid® Mop Pius Granule, Ruberoid20, Ruberoid®30, RuberoidEnergyCap-30 FR SBS Membrane, Ruberoid® 30 FR or Ruberoid® Mop FR adhered in MatrixTm 102 SBS Membrane Adhesive at an application rate of 1-2 gallsq. 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 4001bsJsq. and 3001bsJsq. respectively in a flood coat of appr9yG4 asphalt at 601bsJsq. . 0 0 0000.. 2. GAFGLAS® Mineral Surfaced Sheet or GAFGLAS®EnergyCap'� • •' � BIJ��Viineral ... •.. Surfaced Cap Sheet adhered in a full mopping of approved asphalt appliedM the Arr • • • • • • range and at a rate of 20-40 lbsJsq. • 0000.. 3. Topcoat® Elastomeric Roofing Membrane, Topcoae MB Plus (to be used'as a piimer AM: • • • 0000. Topcoae Elastomeric Roofing Membrane) or Topcoat® Surface Seal SB appliadat 1 tQ 1,65 • • • • • • • balJsq. 00 00 0000 0000.. Maximum Design • • • • • • • :000:0 • 0000•0 Pressure: See Fastening Options 0 0 • • • • 0 . 000000 00 . 0000 0 0060 IAR?ROVEC NOA No.: 14-0611.01 Expiration Date: 11/06/15 Approval Date: 11/06/14 Page 26 of 29 Membrane Type: APP/SBS Heat Weld Deck Type 1: Wood, Nom insulated Deck Description: 19/32" or greater plywood or wood plank decks System Type E(2): Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOuOl Fire Barrier Coating, Vc=Shield® Fire -Resistant Roof Deck (optional) Protection or SecurocV Gypsum -Fiber Roof Board Base sheet: GAFGLAe #80 Ultima'm Base Sheet, GAFGLAS® SWdtavene Eliminator Nailable Venting Base Sheet, Ruberoie Mop Smooth, Ruberoie 20, Ruberoide SBS Heat-Wel(r Smooth or Ruberoide' SBS Heat Weld 25 mechanically fastened to deck as described below, Fastening GAFGLASO Ply 4, GAFGLAS® FlexPly 6, GAFGLAS® #75 Base Sheet or any Options: 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 (Mm*num Design Pressure ^45 psf. See General Liniitaft in #7) ��jP Reveol GAFGLAe Ply 4, GAFGLAS FlexPly"" 6, GAFGLASO #75 Base Sheet or any Of above base sheets attached to deck with Drill -Tec #12 Fastener, Drill -Tec"' #14 Fastener or Drill -Tec' XHD Fastener and Drill -Tec"` 3" Steel Plate, Drill- Tec7 AccuTrae Flat Plate or Drill -Tec AccuTrae Recessed Plate installed 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design .Pressure —45 psf. See General Limitation #7) GAFGLAe FlexPly" 6, GAFGLAe #75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure 52.5 psf. See General Limira*n #Z) • • • • GAFGLASO #80 Ultima." Base Sheets, Ruberoie 20, RuberoirWpp SmgMh,- - base sheet attached to deck with approved annular ring shank�,j�4nd tin cis at a fastener spacing of 9" O.C. at the 4" lap staggered and in two =Ws 9 o.c,in the field. 0 • •00006 (M' mean Design Pressure —60 psf. See General Limitation #" • • • • .• •• •••• GAFGLAS® #75 Base Sheet or any of above base sheets attacotodeck with Drill -Tec #12 Fastener, Drill -Tec"' #14 Fastener or Drill Tc;— -- Fa$tolg • and Drill -Teen' 3" Steel Plate, Drill -Tec AccuTrae Flat PI* or. fXnll-T&- AccuTrace' Recessed Plate installed 12" o.c. in 4 rows. One row is in the:. $i.cfe lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf. See General Limitation #7) NOA No.: 14-0611.01 Ezph-Aon Date: 11/06/15 Approval Date: 11/06/14 Page 27 of 29 Fastening Any of abo$e base sheets attached to deck approved annular ring shank nails and Options: 3" inverted Oril1-Tec"` insulation plates at a fastener spacing of 9" o.c. at the 4" (Continued) lap staggered in two rows 9" in the field. (Mazimant Design Pressure -60 psf. See General LimMadon #7) GAFGLAe #75 Base Sheet or any of above base sheets attached to deck with DrillTec #12 Fastener, Drill -Tec'" #14 Fastener or Drill -Teem XHD Fastener and DrillTec 3" Steel Plate, Drill -Tec"' AccuTrac® Flat Plate or Drill -Tec' AccuTrae Recessed Plate installed 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. (Merximutn Design Pressure -75 psf. See General Limitation #7) Ply Sheet: (Optional except over Ruberoie Mop Smooth, Ruberoie 20, Ruberoie SBS Heat -weld Smooth or Ruberoidn SBS Heat -weld' 25) One or more plies GAFGLAe Ply 4 or GAFGLAS® FlexPly 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. or Ruberme Torch Smooth torch applied according to manufacturer's application instructions. Membrane: One ply of Ruberoido Torch Smooth, Ruberoie Torch Granule, RoofMatch7 APP Modified Granular, Ruberoide Eneracap- Torch Granule FR, Ruberoie EnergyCap"' Torch Plus FR, or Ruberoie Torch FR torch applied according to manufacturer's application instructions. Or One or more plies of Ruberoie SBS Heat weld Plus, Ruberoie SBS Heat- eat®Veld' Weld"Plus FR, Ruberoie SBS Heat-Welcr 170 FR, Ruberoid®EnergyW SBS Heatweld' Plus FR, Ruberoie SBS Heat Weld"' Granule, Ruberoie SBS Heat Weld"' Smooth and Ruberoie SBS Heat Weld' 25 applied according to manufacturer's application instructions. 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 4001bsJsq. and 3001bsJsq. respectively in a figod cpat of a*ptdoed ...... asphalt at 60 lbs./sq. • • • 2. GAFGLASO Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCap"' BUR•ltitineral: • • • • • • • • • : • Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied Mftn the EVT :**so: range and at a rate of 2040 lbsJsq. • 000000 3. Topcoat® Elastomeric Roofing Membrane, Topcoae MB Pins (to be used as a pruner *with Topcoat Elastomenc Roofing Membrane) or Topcoat® Surface Seal SB ed at 1 t9,1,5• ..:..' galJsq- ...... • Maximum Design • •' • • • Pressure: See Fastening Options • • • • • • IAFPROVEDj NOA No.: 140611.01 Expiration Date: 11/06/15 Approval Date: 11/06/14 Page 28 of 29 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLASo FlexPly'm 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum %4" DensDecO Roof Board or %2" Type X gypsum board is acceptable to be installed directly over the wood deck. I GENERAL LIMITATIONS: 1. Fire classification is not part or.7this 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 fiill mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq., or mechanically attached using the fastening pattem of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x4' maximum. 4. An overlay and/or recovery "d 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 spotmopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three roars, 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 IT in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbsJsq. Note: Spot attached systems shall be limited to a maximum design pressure of 45 psE 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 Ib£ 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.:00000 7. Perimeter and corner areas shall comply with the enhanced uplift • pressure r equire!l�den& of tlue.:. areas. Fastener densities shall be increased for both insulation and base sheet as calWated in compliance with Roofing Application Standard RAS 117. Calculations6 6 Prepared, ed and leale# by a Florida registered professional Engineer, Registered Architect, or Register4gWf Con4fifMe (When this Limitation is specifically referred within this NOA, General LimAution #9 win not be applicable.) *so** • O.L. 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing "hWqm designs - shall conform to Roofing Application Standard RAS 111 and applicable wind load reghiremdntc, : 6 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (ire... field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted f j. 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 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE �APPRQYEDf NOA No.: 14-0611.01 Expiration Date: 11/06/15 Approval Date: 11/06/14 Page 29 of 29 0000.. 60 0000.. 000000 •9060 6 0000. 006609 0• 96006. 6690.. 6 9 MIAMFD�ADE O V MIAM11-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) 31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy 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 (ln 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 manufach= will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:: GAF RuberoieModit%d Bitumen Roof System for Wood Decks LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed.and there h t tt no change in the applicable building code negatively affecting the performance of this product.' : 0000.. 0 000.. RIMNATION of this NOA will occur after the expiration date or if there has been a te'QJSion or chapge in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as ae eadorsment of any product, for sales, advertising or any other purposes shall automatically terminate this NOA' eafl, reto comply with any section of this NOA shall be cause for termination and removal of NOA. • • ; • • ; . • • 0000 0000 ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, �+ID*a, and fd1 owed by the expiration date may be displayed in advertising literature. If any portion of the ROA is display"ithen it shall be done in its entirety.• .. 0000 INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its di'sit*ibutors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 13-0424.14 and consists of pages 1 through 29. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 14-0611.01 Expiration Date: 11/06/15 Approval Date: 11/06/14 Page 1 of 29 0000.. 0000.. 0000.. 0000. 0000. 0000.. •....• .0080. APPROVED ASSEMBLIES I Membrane Type: SBS Deck Type 11: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank System Type A(1): Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. Fire Barrier: Fk00ut7 Fire Barrier Coating, VersaShiele FireResistant Roof Deck Protection (optional) or Securock" Gypsum -Fiber Roof Board. Anchor sheet: GAFGLAS" #80 Ultima.' Base Sheet, GAFGLAS" Stratavene Eliminator Nailable Venting Base Sheet, Ruberoie 20, Ruberoie SBS Heat Weld"` Smooth or Ruberoie SBS Heat-Weldm 25 base sheet mechanically fastened to deck as described below. Fastening GAFGLAS" Ply 4, GAFGLAe FlexPly 6, GAFGLAS" #75 Base Sheet or any Options: of above anchor sheets attached to deck with approved annular ring shank nails and tinn caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf. See General Limftation #7) GAFGLAS" Ply 4, GAFGLAS" FlexPly 6, GAFGLAS® #75 Base Sheet or any Of above anchor sheets attached to deck with Drill -Tee #12 Fastener, Drill Tec"' #14 Fastener or Drill -Tec"° XHD Fastener and DrillTec 3" Steel Plate, Drill - Tec AccuTrae Flat Plate or Drill Tec AccuTrac® Recessed Plate installed 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c_ in the field of the sheet. (Magnum Design Pressure -,451p4 See L% #7) GAFGLAS® FlexPly �G #75 Base Sheet or any -, above anchor sheets attached to dec wig aliproved annular ring shank nails and tin cap,-:":. fastener spacing of 9" &c. at the 4" lap staggered and it two raeY� 91 v -c. inthe fieldray . � �...._� _ _ _" 0000.. :00006 (Hwdmum Design Pressure 52.5 psf. See General Lknitat m& ##4 . GAFGLAS" #80 Ultima"' Base Sheet, Ruberoid" 20, Ruberoide cif Smoc,4me t sheet attached to deck with approved annular ring shank nails and tiA.caps at a.. fastener spacing of 9" o.c. at the 4" lap staggered and in two rovers 9v o.c. in tete•. field 0000.. (Maxum Design Pressure—60psf. See General Limitudon'#7) 0 :009:0 -0 . GAFGLAS" #75 Base Sheet or any of above anchor sheets aft;*d to deck m.-& Drill -Term #12 Fastener, Drill -Te #14 Fastener or Drill -Tec'" XHD Fast@fl@f and Drill -Tec"' 3" Steel Plate, Drill -Term AccuTrac" Flat Plate or DrillTec AccuTrace Recessed Plate installed 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) NOA No.; 14-0611.01 Expiration Date: 11145/15 Approval Date: 11/06114 Page 7 of 29 0000.. 0000.. 0000.. 0000. 0000. 0000.. 0000.. 0000.. Fastening Any of above anchor sheets attached to deck approved annular ring shank nails Options: and 3" inverted Drill -Tec'" insulation plates at a fastener spacing of 9" o.c. at the (Continued) 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf. See General Lhnkadon #7) GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with Drill -Tec"` #12 Fastener, Drill -Tec"` #14 Fastener or Drill -Tec XHD Fastener and Drill -Tec"' 3" Steel Plate, Drill -Tec AccuTraco Flat Plate or Drill -Tee m AccuTrac' Recessed Plate installed 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf. See General Litnitadon #7) One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ftp EnergyGuarir Polyiso Insulation, EnergyGuardffi Polyiso. RA Insulation,- - -�, EnergyGuardr Polyiso RN Insulation, EnergyGuarir RA. -Composite Pollso3nsttlation' _. Minimum 1" thick` NIA N/A Structodek' l3igb Density Fiber Board, EnergyGuardva Perlite Recover Board Minimum is" thick N/A N/A EnergyGuard7 Perlite Roof Insulation 3/4 Milli UM " thic N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 2040 ibsJ100 fe. Please refer to Roofing Application Standard RAS 117 for insulation attachment Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanarate side faring down. GAF requires either a ply of GAFGLAS' Stratavent' Eliminator Perforated Venting Base Sheet laid dry or a layer of EnergyGuard' Perlite Roof Insulation or wood filer overlay board on all polyisocyanurate applications.--__, Base Sheet: (Optional) Install one ply of GAFGLA,,SV#75 Base Sheet, GAgGLW #80 Ultima' Base Sheet, GAFGLAS' P 4, GAFGLAS F1exPly 4. -G&GLA ST • : • 6090 Stratavent' Eliminator Perforated ViMting Base -Sheet (laid dlyjS0=4P Mop Smooth, Ruberoid' 20, Ruberoie SBS Heat -Weld" Smooth oryyl =id'SBS. Heat Weld"` 25 directly over the top layer of insulation. Adhefe ma& any approved mopping asphalt applied within the EVT range and at of 20! 4Q• • IbsJsq. (See General L;es itatio #4}. • • • • • • • • Ply Sheet: (Optional) One or more L S IV4,GAF LAS'tlex'PV6,•GAFGLAS' #80 Ultimaa Sheet, Ruberoid' mooch, ftuippie 21) adhered in a full mopping of approved asphalt applied within thA " range arid' at a rate of 20-40 lbsJsq. Membrane: One or more plies of Ruberoid' 20, Ruberoid' 30, Ruheroid' EnergyCap 30 FR SBS -Membrane, Rubmid' 30 FR, Ruberoid' Mop Smooth, Ruberoid' op 170 SFR, Ruberoid'Mop Granule, RoofMatch7 SBS Modified Granular, Rube Mop Plus, Ruberoid' Mop FR or Ruberoid' Dual FR fully adhered man approved asphalt at an application rate of 251b./sq. A: 15%. 71111APPROVEv1 :. NOA No --14-061101 Expiration Date: 11/06/15 Approval Date: 11/06/14 Page 8 of 29 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 4001bs./sq. and 300 lbsJsq. respectively in a flood coat of approved asphalt at 60 lbsJsq. 2. GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS®EnergyCap- BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbs./sq. 3. Topcoat® Elastomenc Roofing Membrane, Topcoat® MB Plus (to be used as a primer with Topcoat® Elastomeric Roofing Membrane) or Topcoat® Surface Seal SB applied at 1 to 1.5 galJsq. Maximum Design Pressure: See Fastening Options 4444.. 4444.. .. 4444.. 6 4444.. . 4444.. 4444.. .4006. 4444 6 4 46444. •66• . 44449 46 •444• 64 64 6646 4444.. 4 4444.. 4 0 . 4 4 4 444664 446664 0 4 6 6 4 444464 46 4 .466 . 6 0000 NOA No.: 14-0611.01 MlAMFDI�ECOUN7Y Expiration Date: 11/06/15 i Approval Date: 111OW14 Page 9 of 29 WOOD DECK SYSTEM LmrrAnow 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAe FlexPly TM 6 when used as a mechanically fastened base oroTBI chor sheet. 2. Minimum %4" DensDecV Rooard or '/2" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LmTATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of 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 he 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 moping 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 IT in each ribbon; to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 121bsJsq. Note: Spot attached systems shall be limited to a maximum design pressure of 45 psf. S. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 2751bf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in 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 "•' ` n►p g Application Standard RAS 117. • ' 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of t4*V.: • areas. Fastener densities shall be increased for both insulation and base sheet a?=Wated I compliance with Roo . • • . • mp Roofing Application Standard RAS 117. Calculations prepared; � fined and � eafed by a Florida registered Professional Engineer, Registered Architect, or Registers ipf Con"tdde (When this limitation is specifically referred within this NOA, General Limitation #9 wA not be applicable.) go•see *0:00 • 8. All attachment and sizing of perimeter milers, metal profile, and/or flashing "hgdgn designs• shall conform to Roofing Application Standard RAS 111 and applicable wind load regbireni te.. ; • 9. The maximum designed pressure limitation listed shall be applicable to all roof f resAw zones Si.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be peAitted tcr. 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.) 10. 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.: 14-0611.01 N9ANt!•nAQeCOUNTY Expiration Date: 11/06/15 Approval Date: 11/06/14 Page 29 of 29 GAF 1361 Alps Rd Wayne, NJ 07470-3700 USA MODIFIED BITUMEN MEMBRANE ROOFING SYSTEMS Class A - Fully Adhered 10. Deck: C-15/32 Incline: In R1306 Barrier Board (Optional): � One or more layers Georgia-Pacific Gypsum LLC "DensDeck0 Roofboard" or "DensI}eck® Prime Roofboard" or "DensDw1M D=GuardTM Rootboard", minimum Y4 - in. thick, or United States Gypsum Co. "SECUROCK® Roof Board" (Type FRX-G) or "SECUR.00KO Glass -Mat Roof Board" (Type SGMRX), minimtun V4 -in. thick_ Insulation (Optional): — Perlite or fiber glass or polyisocyaanrate or urethane or SOne or more layer Type G2 "GAFGLAS®#75 Base Sheet" or "Tri PIy®#75 Base Shbph-MG�F GrLAS®#SO timaTffi Base 3h or -"GSA Straiavent® Elimina#orT�'Venting Base Sheet (Perforated or Na lable)" or Type G3 "GAFGLASOD Mineral Surfiwed. Cap Sheet" or "Tri - Ply® Mineral Surfaced Cap Sheet", mechanically fastened or fully adhered with hot roofing asphalt P1v S Ww 00do moo: — One of more plies Type Gl "GAFGI ASO Ply 4" or "Tri -Ply® Ply 4" or "GAFGLASOD Flex Ply 6" or "Tri Ply® Ultra -Flexible Ply 6", fully adhered with hot roofing asphalt_ Membrane: — "RuberoiddD Mop 170 FR" or "Ruberoid® Dual FR" or'Ruberoid® EnergyCap Deal � F�R,,"�,�or "Ruberold® Mop FR" or "Ruberoid® F =JYCap'm Mop FR", felly adhered with. hot roofing asphalt. 0 2014 UL LLC 6666.. 6666.. When the UL Leaf Mark is on the product, or when the word "EnvirommetO iAncluftlathe UL '. Mark, please search the UL Environment database for additional informattee:gazding this prom's'' certification. • • • • • • 0 • 6666 6666.. 0 0 6000.. 6666 6 6.666 The appearance of a company's name or product in this database does not iRoWasqnpOpt pradtct� so identified have been mangy under UL's Follow -Up Smvice. Ont Use prodtff1 beaizQ1F UL Mark should be considered to be Certified and coveredundw UL's Fo ow;jp Service, Alwign14gk for the Mark on the product :00009 .. 6666.. .. 6666 UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: -1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (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 UL" must appear adjacent to the =dracted materiaL In addition, the reprinted material must mciude a copyright notice in the following format V 2014 UL LLC