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RF-13-2689
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 203738 Permit Number: RF -11 -13 -2689 Scheduled Inspection Date: February 07, 2014 Permit Type: Inspector: Rodriguez, Jorge Inspection Type: Final Roof Owner: PALMER, GREGORY Work Classification: Tile /Flat Job Address: 515 GRAND CONCOURSE Miami Shores, FL Phone Number (305)220 -7663 -Parcel Number 1132060171340 Project: <NONE> Contractor: ROCHE ROOFING INC Phone: (305)220 -7663 Building Department Comments RE -ROOF FLAT & TILE Infractlo Passed Comments INSPECTOR COMMENTS False STOP WORK ORDER AS PER BLDG INSPECTOR JORGE NEED TO BRING SAMPLE OF TILE COLOR 01/07/2014 - TILE OK AS PER ISMAEL actor Comments Passed � It. Failed A � 114, Correction ❑ Needed Re- Inspection ❑ S Q, �^j Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 06, 2014 For Inspections please call: (305)762 -4949 Page 7 of 36 t. 7066 SW 4,C Street Miami, FL 33155 Tel: 78- 398»9179 Fax 786 -800-2627 aim-ofinspedion@gnil.com LAS CERTIFICATION #10- 0512 -01 SITE SPECIFIC INFORMATION UPLIFT TEST - TAS #106 Roofing Contractor ROCHE ROOFING JOb Address 515 GRAND CONCOURSE MIAMI SHOREZ, FL. 33138 Owner's Flame GREGORY PALMER Type of -Rle SANTA FE Approximate Roof Height 13 feet Roof Pitch 3112 Approximate Square Footage of Roof ft2 Date Tested 02/05174 Number of Tests 100 Contact Name ROGER /;o. e: (0 17 - Permit # RF- 11- 13.2689 Date installed Type of Access to Roof Required Testing Force 35 Lbs Testing Equipment F.G.E.100 Phone # 3/ 220.7663 LOCATION # OF TEST PASS # OF TEST FAIL Corner 11 Tests 11 Pass Test Fail Perimeter 20 Tests 20 Pass Test Fail Field 46 Tests 46 Pass Test Fail Ridge 23 Tests 23 Pass Test Fail -' TOTAL 100 Tests 100 Pass Test Fall IN Aamma WITH THE CRITERIAOF PROTOCOL PAI06,THIS ROOF ASSEMBLY HAS PASSEDTHE STATIC UPUFr4UALITY MVtOLTEST.THISTAS 106TEST HASWM PERFORMED IN FUL. ACONRIi WCETOTHE` REQUIRMENTS OF DADE COUNTRY, WITH NO DEVIATIONS. THIS REPORT IS NOT GUARANTEED IN CASE OF CASE OF NATURAL DISASTERS. THIS REPORT IT IS NOT VALID FOR INSURANCE CLAIMS. M A -1 EngineerinE Inspection Services, Inc 7066 SW 44 Street Miami, FL 33155 Tel: 786- 398 -9179 Fax: 786-800-2627 alroofigs ectionkgmail.com LAB CERTIFICATION # 10- 0512.01 02/05/14 PERMIT. # RF -11 -13 -2689 515 GRAND CONCOURSE MIAMI SHOREZ , FL. 33138 7066 SW 44' Street Miami, FL 33155 Tel: 786 - 398 -9179 Fax: 786 - 800 -2627 r I R ' o ``h 3 I/ U�04� )3. IvAla1111 011V1GJ r 111a6v 1 ilding Department 50 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 G � ���' I13 A I PPL ON NOV 2 2013 FBC 201,E Permit No. Master Permit No.12rl �3—" co(0 yolof Permit Type: BUILDING ROOFING JOB ADDRESS: Sl 5 /ra�� C~t� tic sO City: Miami Shores �/A . County: Miami Dade Zip: _ 33 Folio/ParceW.11 371,06 - ®f .13 1—/C) Is the Building Historically Designated: Yes OWNER: Name (Fee Simple AddrPCC p 5 I C: GCII I NO Flood Zone: City: tarn) 56K& State: L Zip: Tenant/Ussee Name: Phone#: &.Q CONTRACTOR: Company Name: Address: ) City: iM i State: r' L® f t 4a Zip: �- Qualifier Name: F0.\1 st Ao Sod-We- Phone#: (305)420-76263 State Certification or Registration t CM 13 3 03 2 2 Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ 7,%1® Square/Linear F�oo�e of Work: ! Z � 0 Type of Work: 13Addition DAlteration ONew lBRepair/Replace ODemolition Description of Work: Color thru dk: Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ _ Technology Fee $ L.01 9 TnTAT. FF.F. NnW DITF. t ,Bow ding Company's blame (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 valve promise in good faith that a copy of the notice of commencement and construction lien law bro whose property is subject to attachment. Also, a certified copy of the recorded notice of commen for the first inspection lqkkh occurs seven (7) days after the building permit is issued In t inspection will not be app and a reinspection fee will be charged Signature_ Signature Owner or Agent The foregoing instrument was acknowledged before me this day of D C(, 201L, by (0ireA J% V PA,� who is personally known tome or who has oduced As identification and who did take an oath. NOTARY P Z Sign: U Print C Notary Public - State of Florida My Commission Expires: .� , ° °� (� APommission # DD 998716 Og $2500, the applicant must gill be delivered to the person must be posted at the job site ce of such posted notice, the Contractor The foregoing instrument was acknowledged before me this day of Atov 1 of 201, by �stLi o Put , who isXersonally known to me or who has produced as identification and who did take an oath. APPROVED BY _� / / /J// 3 _ Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 107)Revised 06/10nMXRevised 3/15/09) NOTARY PUl Sign: —A Print: CI UG My Commission zoning Clerk t STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION. � Q - CONSTRUCTION INDUSTRY LICENSING BOARD ORZ179 1 917.01-110 V13 Nov 25 13 07:29p , Florida Insurance 3054451336 aC0-W. CERTIFICATE OF LIABILITY INSURANCE PRODUCER THIS CERTIFICATE IS ISSUED AS A ONLY AND CONFERS NO BIGHTS Florida Insurance Agency Of Miami ALDER. THIS CERa E AFFORDED P O Box 4.41340 Miami R1 [� 1 OATS INdAIDOIYYYY) 11-25-13 C!Ll DI S{IREO 331 44 1 INSURERS AFFORDING COVERAGE NAIC # INSURER A! Roche Roofing Inc 04SURERS; 9221 S w 13 s t MRER c: Miami el 33174 MURERD; INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW 14AVESPEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIDD INDICA,rR0. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CWMFtCA1E MAY B! ISSUED OR POLICIES. AG THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED H 2E8V FS SUBJECTTO ALL HE TERMS, ©CCLUStONS AND CONDITIONS OF SUCH POLICIES. AGGRESiATE UtJ17TS SHOWN MAY HAVE SEEN REDUCED BY PAID CLJUMS, t sR ONMRAI LMSIUTY COMMERCIAL C'ENERAL LIABILITY CLUMSMADE � OCCUR CC10000712302 11 -22 -13 11 -22 -1 Q iL AGGRE"TB UMITAPPUES PEIL• POLICY M o, F7 LCC ANY AUTO ALL OWNED AUTOS ScHADJLh AUTOS NIREDAUMS NON -OWNED AUTOS AU UAaLrrY ANY AUTO II .__l oCCxa¢ U CLAIMS MADE I OEDUCTIBLE WGRXJERS RETENTION S . COMPEMM714M AND EMPLDYdW UABtI/T•Y i4f °p Plc ea act 2=w= j DESCRIPTION OF OPERATIONS t LOCATIONS / VENIC= I EXCLUSIONS ADDED SY ENDORSEMENT! SPECIAL PROVIS08 Roofing Contractor Miami Shores VMage ANn.- sulidlntg Depw 10030 NE and Avenue MIam1 Shores, F1. 33138 .vvV� .00 QED simam UMST I s P ) BQDRY INJURY IPA emident) t PRCr�ERTYDAMAGE °er wddanQ S AOUi'O l SHOLILO ANY DF THE ABOVE pEggSgEV POLICIES BE CAWMELLED SEFORB THE O PIRAMON OAT2 THEREOF, M ISSUING WSURER WILL'MRAYOR TO MAIL NOT= TO 71tE CERTIFICATE HOLDER NAKSD TO TN8 Lpr, &Ur FAILURE TOO DQ SOO SMALL IMPOSE NO OBL*AWON OR Lta UTY OF ANY IQNO UPON O TT{$ "09% ITS AGENTS OR REPRE.SENtnTnma CAA 1tD G PO TION i 88 CERTIFICATE OF LIABILITY INSURANCE Data 11/25/2013 producer. Lion Insurance Company This Certificate Is Issued as a matter of Information only and confers no 2739 U.S. Highway 19 N. Holiday, FL 34691 rights upon the Certificate Holder. This Certificate does not amend, extend or after the coverage afforded by the policies below. (727) 938 -5562 Insurers Affording Coverage NAIC # )insured: South East Personnel Leasing, Inc. & Subsidiaries Insurer A: Lion Insurance Company 11075 2739 U.S. Highway 19 N. Holiday, FL 34691 Insurer B: insurer C: Insurer D: Insurer E: Coverages The policies of Insurance listed below have been Issued to the Insured named above for the policy period Indicated. Notwithstanding any requirement, term or condition of any contract or other document with respect to which this certificate may be Issued or may pertain, the insurance afforded by the policies described herein is subject to all the terra, exclusions, and conditions of such policies. Aggregate limits shown may have been reduced by paid claims. INSR LTR ADDL INSRD Type of Insurance Policy Number Policy Effective Date Policy Expiration Data Limits (MM/DD/YY) (MWDD/YY) GENERAL LIABILITY Each Occurrence $ Commercial General Liability Claims Made 11 Occur Damage to rented premises (EA occurrence) Mad Exp Personal Adv Injury General aggregate limit applies per Policy ❑ Project ❑ LOC General Aggregate Products - Comp/Op Agg UTOMOBILE LIABILITY Combined Single Limit (EA Accident) 6 Any Auto All Owned Autos Bodily Injury (Per Person) Scheduled Autos Bodily Injury Hired Autos Non -Owned Autos (Per Accident) Property Damage (PerAcciderd) EXCESS/UMBRELLA LIABILITY Each occurrence ® Claims Made Aggregate ROccur Deductible A Workers Compensation and Employers' Liability WC 71949 01/01/2013 01101/2014 X wC Statu- to Limits OTH- ER E.L. Each Accident $1,000,000 Any proprietor /partner /executive officer/member E.L. Disease - Ea Employee $1,000,000 excluded? NO ff Yes, describe under special provisions below. E.L. Disease - Policy Limits $1,000,000 Other Lion Insurance company an is A.M. Best Company rated A- (Excellent). AMB # 12616 Descriptions of Opo mtlons /Locatlons/Vehicice/Exclusions added by Endomement/Special Provisions: Client ID: 91 -67 -256 Coverage only applies to active employee(s) of South East Employee Leasing Services, Inc. that are leased to the following "Client Company": Roche Roofing, Inc. Coverage only applies to injuries Incurred by South East Personnel Leasing, Inc. & Subsidiaries active employee(s;, while working in: FL- Coverage does not apply to statutory employee(s) or Independent contractors) of the Client Company or any other entity. A list of the active employee(s) leased to the Client Company can be obtained by faxing a request to (727) 937 -2138 or by calling (727) 938 -5562. Project Name: FAX(306) 756 -8972. ISSUE 11 -25-13 (EP) Benin Data 515 2013 CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE Should any of the above described policies be cancelled before the expiration date thereof, the Issuing ATTN: BUILDING DEPARTMENT Insurer will endeavor to mail 30 days written notice to the certificate holder named to the left, but failure to do so shall impose no obligation or liability of any Idnd upon the insurer, its agents or representatives. 10050 NE 2 AVENUE MAIMI SHORES, FL 33138 / Dec 05 2013 0916AM HP Fax 305 - 267 -4046 �- . page 1 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 10050 NE 2nd Ave Miami Shores, Fi 33138 Re: Owner's Name: Gregory M. Palmer Property Address: 515 Grand Concourse Miami Shores, FL. 33138 Roofing Permit Number: Dear Building Official: I Gregory M. Palmer building because: Date: 12/05/2013 certify that I am not required to retrofit the roof to wall connections of my ® The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem tax9on. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) orwkh the provisions of 1994 edition of the uth Florida Building Code (1994 SFBC) Gregory M. Palmer Signature State of Florida County of Dade Print Name The undersigned, being the first duly sworn, deposes and says that he /she is the owner for the above property mentioned. Sworn to and subscribed before me this 5thff December, 2013 /A / !/ Notary Public, Sate of Florida at Large Notary Public - State of Florlda When the just velueSlon of the structure for ` 1CCh���� i ttl g�o$�6� and the Wding was natcansh4edWith FBC rare 1994 SFBC. Than you MustPovide a building apPBuetic Contra a r�i� t le�fo unicsrre Option. R$Wsed on 0112009 Property Information Map My Home Miami -Dade County, Florida e s".. Property Information Map Aerial Photography - 2012 0 ® 115 ft This map was created on 11%15/2013 9:58:18 AM for reference purposes only. Web Site O 2002 Miami -Dade County. All rights reserved. N3 M Page 1 of 1 Summary Datails- olio No.: 11 -3 0617-130 ro 15 GRAND CONC ailing GREGORY M PALMER &W ddress: KIMBERLY E JORDAN Beds/Baths: 15 GRAND CONCOURSE Floors: MIAMI SHORES FL iving Units: 3138 -2464 Property Information- Primary Zone: 1300 SGL FAMILY - nd Value: 2801 -3000 SQ LUC: D001 RESIDENTIAL - arket Value: INGLE FAMILY Beds/Baths: /2 Floors: 1 $25,0001$208,867 iving Units: d' S Foote e: ,70 of Size: 3429 SO FT ear Built 948 IAMI SHORES SEC 4 D PB 15 -14 LOT 21 & 2 BLK 96 LOT SIZE egal 03.300 X 130 OR Description: 6932 -0017 TO 25 0795 COC 26255-023102 008 1 OR 26255 -0231 20800 Assessment Information_ ear. 2013 nd Value: $248,804 uiIdin Value: $207,603 arket Value: $456,407 essed Value. $233,867 Exemption tion Information: ear: 1 2013 omestead: 1 $25,000 Homestead: YES Taxable Value Information. ear: 2013 axing Authority: Applied Exemption/ Taxable Value: agional: $50,0001$183,867 un : $50 0004183,867 $50 000/$183,867 drool Board: 1 $25,0001$208,867 Sale Information_ 2008 r�Vhew ales which are qualified diti nal Sales http:// gisims2 .miamidade.govlmyhomelprintmap. asp? mapurl = http: / /gisims2.miamidade.g... 11/25/2013 d oGt�on ( ow PIS Mudrate aq l ve% em sudOm A vvedor wa& hwhala dkrmwbn �� of ■ u �WW 2. of nwaneft N F . to 1 TO" 515 Grand C6hWurse Miami Shores, FL 3313$ 12Y 221" 285" 5'8" 21'3" 88'0" Section C 1 } M® Miami -Dade County HVHZ Electronic Roof Permit Form Section C Page (Low Slope Roof Systems) "Delivering Excellence Every Day" Fill in the specffic roof assembly components. If a component is not required, Insert not applicable (wa) In the text box. ROOF SYSTEM MANUFACTURER: OAF Top Ply: GAF MINERAL CAP SHEET Product Approval (NOA): 13- 0424.09 System Type: Top Ply Fastening / Bonding Material: Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (P1) Field: 42.8 psf (P2) Perimeters: -71.7 psf (113) Comers: -108.0 psf Maximum Design Pressure From NOA: -52.5 psf Roof Slope: 0.50 : 12 Roof Mean Height: 14 ft. Parapet Walls: 0 No ❑ Yes Parapet wall Height: ft. Deck Type: —5/8" Plywood — Support Spacing: NA " o/c Alternate Deck Type: Existing Roof: SAME Fire Barrier: NA Vapor Barrier: NA Anchor Sheet: NA Anchor Sheet Fastener/ Bonding Material: NA insulation Base Layer Size & Thickness: NA Insulation Base Layer Fastener / Bonding Material: NA Insulation Top Layer Size & Thickness: NA Insulation Top Layer Fastener / Bonding Material: NA Base Sheet(s) & No. of Ply(s): GAF GLASSBASE 75# (1) PLY Base Sheet Fastener / Bonding Material: 1 -1/4" RS NAIL AND TIN CAP 1 -5/8" Ply Sheet(s) & No. of Ply(s): GAF PLY IV (2) PLIES Ply Sheet Fastener / Bonding Material: HOT MOP ASPHALT HOT MOP ASPHALT Surfacing: I GRANULES SINGLE PLY MEMBRANE: Single Ply Manufacturer / Type: �NA Single Ply Sheet Width: " 1/2 Sheet Width: " No. of Single Ply. 1/2 sheets: Single Ply Membrane Fastening / Bonding Material: NA 0 FASTENER SPACING FOR BASESHEET ATTACHMENT ❑ SINGLE PLY MEMBRANE ATTACHMENT 1. Field: ED " o/c @ Laps & r27 rows r97 " o/c 2. Perimeter r67 " o1c @ Laps & r47 rows r67 " o/c 3. Comer. r67 " o/c @ Laps & r47 rows r67 " o/c NUMBER OF FASTENERS PER INSULATION BOARD: 1. Field: F1 2. Perimeter. rN7A 3. Comer. I A Insulation Fastener Type: NA WOOD NAILER TYPE AND SIZE: 1 "X8" FASCIAL Wood Nailer Fastener Type and Spacing: #12 WOOD SCREW EDGE & COPING METAL SIZES: Edge-Metal Material: I — Galvanized Metal — Edge Size: —3" face 26 ga. - Hook Strip Size: FELECT EDGE METAL HOOK STRIP SIZE — Edge Metal Attachment: 1 -1/4" RS NAIL 4 "OC CoongiMateoialp — SEL6Ci P PET WALL COPING MATERIAL- * CSRjng Sie: - :'WPCltVPIW METAL SIZE OR THICKNESS- ' • 000 0 � — SELECT COPING METAL HOOK STRIP SIZE — Hook Strip Size: Parapet Coping Metal Attachment: Lit •• ••• • • • • ti•• • • • • • • • • • • • • • ••• • • • • • • • • • • • • T a insulated Nailable Deck With Edge Nailer MIAMli "Delivering Excellence Every Day" Miami -Dade County HVHZ Electronic Roof Permit Form Illustrate Components Noted and Details as Applicable: • •• ... • see . . • .... . ...... . .. . . .. . V: . . . . . .. • • . • . .. .. .... . . .... . Roof Mean Height: 14 B, Drip Metal: 3X3 GALV 26G Continuous Cleat: Top Ply Interp�ies NA Surfacing: Base Sheet [GRANULES Top Ply: GAF MINERAL CAP SHEET Rnchor Sheet 5s t ;5 Interplies: GAF PLY IV (2) PLIES - _ - Drip Metal Base Sheet: - ColAnuous GAF GLASSBASE 75# CleaI Top Layer of Insulation: - Mood Nader NA Base Layer of Insulation: v � Roof Deck A Wood Nailer: Base Layer , 1 X 8 FASCIAL BOARD of Insttlatiatt —.� .i .. _ Wood Nailer Fastening: _1 Top Layer 8D NAIL @ 16" of Insukrtlon .Anchor Sheet: ....... .... 1147A . ..... Deck Type: PLIO&OOD 5/8 ... ... • •• ... • see . . • .... . ...... . .. . . .. . V: . . . . . .. • • . • . .. .. .... . . .... . i ur u.It ijvv - rvvluig .iy au iiau gypsum board is an acceptable under altem of the following Class Insulation C systems 32 thick roof decks. affect the rating. The use of 1/: in. minimum thick The use of polystyrene Insulation board between minimum V4-in. thick perlite board and deck with rosin paper (perlite /rosin paper/polystyrene /periite) is a suitable alternate for polyisocyanurate board in the following Class A, B or C systems. "EnergyGuard@ RA" or "Tapered EnergyGuard@ RA" or "EnergyGuard@ Composite RA" may be substituted for any Atlas poiyisocyanurate insulation in any of the following Classifications. Trumbull "Perna Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". "GAFGLAS@ #80 Premium Base Sheet" may be used in any of the following systems. "GAFGLAS@ Flex Ply 6" and "Tri -Ply® Ultra- Flexible Ply 6" are suitable alternates to "GAFGLASO Ply 6 ". "GAFTEMP Permalite Recover Board" may be used In lieu of any perlite insulation in any of the following NC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Fireshield MB" at 21/2 to 3- gal /100- ft2. "Ruberoid@ Dual Smooth" may be used as an alternate to "Ruberoid@ Mop Smooth" or "Ruberoid@ 20" or "Ruberoid@ 20 HT" "Ruberoid@ Mop Smooth 1.5" may be used as an alternate to "Ruberoid@ Mop Smooth" Class A, a and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid@ Heat Weld" SBS roofing membrane may be used In lieu of "Ruberoid@ Mop" SBS products in any applicable Classification. Class A 1. Deck: C -15/32 Incline: 3 Insulation (Optional): _ One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or composite composite yorc y i phenolic, any thickness. Ply Sheet — Three r ore plies Type or 'GAFGLAS@ Ply 4° or "Tri- Ply@ Ply o"GAFGLAS@ Ply 6" hot moppe Surfacing: — Gravel. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): — One or more layers perlite or woad fiber or glass fiber or polyisocyanurate or urethane or periite /polyisocyanurate composite or perlite /urethane composite or wood fiber /polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type GI or "GAFGLAS@ Ply 4" or "Tri -Ply@ Ply 4" or "GAFGLASO Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLASO Mineral Surfaced Cap Sheet" or "Tri -Ply@ Mineral Surfaced Cap Sheet " or "GAFGLAS@ EnergyCap— TM BUR Mineral Surfaced Cap Sheet." 3. Deck: NC Incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, polyisocyanurate, urethane, periite /polyisocyanurate composite, perlite /urethane composite, wood fiber /polylsayanurate composite, phenolic, 2 -in. maximum. Ply Sheet: — Two or more plies Type G1 "GAFGLAS@ Ply 4 ", "Tri -Ply@ Ply 4" or "GAFGLASO Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLASO Mineral Surfaced Cap Sheet" or "Tri -Ply® Mineral Surfaced Cap Sheet" or "GAFGLAS@ EnergyCap— BUR Mineral Surfaced Cap Sheet." 4. Deck: C -15/32 Won • • • • • •• Slip Sheet (Optional): —Red rosin paper, nailed to ded.: ; ; ; ; ; •; •. Insulation (optional): — Any thickness perlite of WoodRlfer ooglassifibenorepol yisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Base Sheet: — One ply Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri -Ply@ #75 Base Sheet" (may be nailed). Ply Sheet: — One or more plies Type G1 "GFG&AS® ply 4" or;Tri -WjjV Ply V" GjQjLAS@ Ply 6 ". Cap Sheet: —One ply Type G3 "GAFGLAS@ PInefal Surfaced Cap Sheet" or "T� Ply(*Mineral Surfaced Cap Sheet" or "GAFGLAS® EnergyCap— BUR Mineral Surfaced Cap Sheet. • • • • • • • • • Surfacing (optional): — "TOPCOAT@ EnergyC%t# -1 pdpiied 01,4 rate.& 2- gal4f70 -fl! 5. Deck: NC Incline: 3 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • rnm /r- .,i- hin/XW /tamnl Fite. /f,iSF.XT /1FRAME /showpage.html ?name =T... 2/23/2012 MIAMI -DADE COUNTY MIAAMMEQADE PRODUCT CONTROL SECTION I= 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov /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 (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 Conventional Built -Up 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 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 shalieba, p;o jdgd4.toethg er by the manufacturer or its distributors and shall be available for inspection at the job;te at 4i r ;qpe* (V tk:3ttilding Official. . •• • .. ... .. . .. .. This NOA revises and renews NOA No. 07- 1219.09 consists of pages 1 through 17. The submitted documentation was reviewed bv.juan E.CoV#p, R.Q.. ... • • • • • • • rnaMtne►of counmr • • • 0. • NOA No.: 13- 0424.09 APPROVED1 Expiration Date: 11/04/14 .. . . . . ... . . Approval Date: 10131113 • : : : : Page I of 17 ••• • • • ••• • • Deck Type 1: Wood, Non - insulated Deck Description: 19/3`" or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield® Fire Resistant Roof Deck Protection or (optional) Securockrm Gypsum Fiber Roof Board. Base sheet: GAFGLAS® #80 UltimaTM Base Sheet, Stratavene EliminatorTM Nailable Venting Base Sheet, Ruberoie 20, Ruberoid® SBS Heat- WeldTM Smooth or Ruberoie SBS Heat - WeldTM 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4, GAFGLAS® FlexPlyTM 6, GAFGLAS' #75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS® F1exP1yTM 6, GAFGLAS® 975 Base Sheet or any of above base sheets attached to deck with Drill -TecTM #12 Fastener or Drill -TecTM #14 and Drill - TeCm 3" Steel Plate, Drill -TecTM AccuTrae Flat Plate or Drill -TecTM AccuTrac® Recessed Plate 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure -45 psf, See General Limitation #7) GAFGLAS® Flex PlyTM 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —S2.5 psf, See General Limitation #7) GAFGLAS® #80 UltimaTM Base Sheet, Ruberoie 20, Ruberoie Mop Smooth, base sheet attached to deck with approved 11/4" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill -TecTM #12 Fastener or Drill -TecT #14 Fastener and Drill -TecTM 3" Steel Plate, Drill -TecTM AccuTrac® Flat Plate or Drill -TecTM AccuTrae Recessed Plate 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) . . . .. Any of above Bu. se . s;e.j. . *•t*a. cbej tQ drek approved annular ring shank nails and 3" inverted Drill -TeC;M inSulatipn:plateS14 a ftener spacing of 9" o.c. at the 4" lap staggered in two rows 9" lrtthe fl&d. • • • ' ' ' • (Maximum Design Pressure —60 psf, See General Limitation #7) . ... . ... ... ... . . . .. . .. . .. .. .. MIAMM7oAQE COUNTY • • • . • • • • • • NOA No.: 13- 0424.09 IAPPROVEDI_ Expiration Date: 11/04/14 • • • • • • • • Approval Date: 10/31/13 Page 15 of 17 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . GAFGLAS' #75 Base Sheet or any of above base sheets attached to deck with Drill -TecTM #12 Fastener or Drill -TecTM #14 Fastener and Drill -TecTM 3" Steel Plate, Drill -TecTM AccuTraco Flat Plate or Drill -TecTM AccuTrae Recessed Plate 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) Ply Sheet: One or more plies of GAFGLAS® Ply 4 or GAFGLAS® #80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCapTM BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions 1. Gravel or slag applied at 400 lbs. /sq. and 300 lbs. /sq. respectively in a flood coat of approved asphalt at 60 lbs. /sq. 2. Topcoat® Surface Seal SB applied at Ito 1.5 gal. /sq. Maximum Design Pressure: See Fastening Above .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. ••• • • • . • •• •• NOA No.: 13- 0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 16 of 17 •.• • • . .•• • • WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® Flex PlyTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1/4" Dens DeckTM Roof Board or 1/2" Type X gypsum board is acceptable to be installed directly over the wood deck. 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 psi 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 2751bf. 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. 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 11 I 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, ex�er0 ;1 came:s aini corners). (When this limitation is specifically referred within this NOA, General Li�itati0n�7;w f ll)icg'* applicable.) 10. All products listed herein shall have a 46ality'Issuldrice audit rh Ildcordance with the Florida Building Code and Rule 9N -3 of the Florida Administrative Code. END-OF TIP- 8'1�CMJXNCE • . • .. ••' •" ' ' • NOA No.: 13 -0424.09 MIAMI OADE COUN TY APPROVED Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 17 of 17 • • • • • • • • • • Tile Roof System MIAMa� Miami -Dade County HVHZ Electronic Roof Permit Form "Delivering Excellence Every Day" Section D Tile Roof System Roof System Manufacturer: I SANTA FE CORPORATION Notice of Acceptance Number (NOA): 12- 0210.01 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P 1 • -39.1 P 2• P 3: -100.7 Maximum Design Wind Pressures, (From the NOA Specific system): -61 9 psf Fill in the specific roof assembly components. If a component is not required, Insert not applicable (Ma) in the text box. Roof Slope: 1124T 111/1211 Roof Mean Height: 16 ft Method of Tile Attachment: — Adhesive, Medium Paddy Polyfoam Polypro- Alternate Method of Tile Attachment per NOA: NA Drip Edge Size & Gauge: —3" face 24 ga.-- Drip Edge Material Type: f- Galvinized Metal— Deck Type: —5/8" Plywood— Optional Insulation: NA Optional Nailable Substrate: G lrf Dzp-k Arr-76e' Optional Nailable Substrate Attachment: 1 -1/4" RS NAIL & tin cap Basesheet Type: ASTM FELT 30# D226 Fastener Type for Basesheet Attachment: 1 -1/4" RS NAIL & TIN CAP 1 -5/8" Tile Underlayment (Cap Sheet) Type: GAFUNDERROOF Tile Underlayment Attachment Method: SELF ADHESIVE Drip Edge Fastener Type: 1 -1/4" RS NAILoMe'; ; ; • . ' ; :Tile Arofile: • • '. ': SANTA FE SPANISH "S" .. Hook Strip /Cleat gauge or weight �- Select Hook Strip — . .•. . ••• ... ... 0 ego • . .• . . • •. .• . •...• . ... . •• •• . • . •• .. Section E e MIAM "Deiiverinkq Excellence Every Day" Miami -Dade County HVHZ Electronic Roof Permit Form Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based tie systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the Ole attachment method is acceptable. P 1: 39.1 X X 0.297 = 11.61 - Mg: 5.69 = Mrl: 5.92 5 61.9 NOA Mf P 2: 68.1 X X 0.297 = 20.23 - Mg: 5.69 = Mr2: 14.54 5 61.9 NOA Mf P 3: 100.8 X X 0.297 = 29.91 - Mg: 5.69 = Mr3: 24.22 ` < 61.9 NOA Mf Method 3 "Uplift Based Tile Calculations Per RAS 127' For Uplift based Ole systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the Ole attachment method is acceptable. P1: x I: l = x w: _ - W: Product Approval (NOA) = x cos 9: = Fr1: 5 NOA F' P2:x1:= Product Approval (NOA) xw: Mf = -W: =� x Cos 0: Fr2: 5 NOA F P3: xl: =x w: Calculated = -W: F = x Cos 9: =Fr3: 5 NOA F' Where to Obtain Information to complete tile calculations Description Symbol Where to Find Design Pressure P1 or P2 or P3 Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional engineer based on ASCE 7. Mean Roof Height H Job Site Roof Slope 8 Job Site Aerodynamic Multiplier l Product Approval (NOA) Restoring Moment due to Gravity Mg Product Approval (NOA) Attachment Resistance Mf Product Approval (NOA) Required Moment Resistance Mr Calculated Minimum Attachment Resistance F •• ••• • • • • . • • • • . . • • jroduct Approval (NOA) Required Uplift Resistance Fr • • •• ••• • •• • • • • • • • • Calculated • •• Average Tile Weight W Product Approval (NOA) Tile Dimensions = length w =width • ••• •; • • • • • • • • • ••� • • • : • Product Approval (NOA) • • • • • • • • • • Al•• • • •• •• • •• • • • ••• • • HIAN MIAMI -DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov /oera Santafe Tile Corporation 8825 NW 95& Street Medley, FL 33178 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 AW (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: Santafe Spanish `S'. Clay Roof Tile 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 �j piggidedoto the Vej by tjie manufacturer or its distributors and shall be available for inspection at the job site at the req*si of tle,8ulldng Official. . .•••• . This replaces NOA# 10- 1005.15 and consists of 1Tdges'P throlith S. The submitted documentation was reviewed by Alex Tigera. APPROVED • •• •• • • • •• •• ••• • • • ••• • • NOA No.: 12- 0210.01 Expiration Date: 02/01/16 Approval Date: 05/31/12 Page 1 of 5 ROOFING ASSEMBLY APPROVAL Category Sub - Category Material: Deck Type: Roofing Roofing Tiles Clay Wood 1. SCOPE This approves a roofing system using Santa Fe " Santafe `S" Clay Roof Tile, as manufactured by Ladrillera Santafe S.A. in Bogota, Colombia and distributed by Santafe Tile Corporation as described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Identifier Test Product Applicant Dimensions Specifications Description Santaf6 `S' Clay Roof L = 18" TAS 112 One piece high profile clay roof tile equipped with Tile W = 11.1" TAS 101 two nail holes. For nail -on, mortar set and adhesive The Center for Applied Engineering, Inc. Project: 07 -07 -00 -91 TAS 100 set applications. Trim Pieces 1= varies TAS 112 Accessory trim, clay roof pieces for use at hips, Redland Technologies w = varies TAS 108 rakes, ridges and valley terminations. Manufactured varying thickness (Nail -On) for each tile profile. 2.1 MANUFACTURING LOCATION 1. Bogota, Colombia 2.2 SUBMITTED EVIDENCE Test Agency Test Identifier Test Name/Report Date The Center for Applied Engineering, Inc. 94 -156 -8 TAS 101 Aug. 1994 94 -156 -9 TAS 102 The Center for Applied Engineering, Inc. 25- 7205 -1 TAS 101 March 1995 The Center for Applied Engineering, Inc. Project: 07 -07 -00 -91 TAS 100 Sept. 1994 (307023) Redland Technologies 7161 -03 TAS 108 Dec. 1991 Appendix H (Nail -On) Redland Technologies 7161 -03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 & TAS 102(A) Redland Technologies .. ... �Qi 3(O .. : :Withdrawal Resistance Sept. 1993 ....... • e • • 9 sTpiot.. �ng of Screw vs smooth • •. Goo • • shank nails . ... . ••• ••• ••• :•. �• �• NOA No.: 12-0210.01 ® :s• •** Expiration Date: 02/01/16 Approval Date: 05/31/12 ... . ... Page 2 of 5 . . . . .. . . . . . .. .. . . . ... . . . ... .. .. . . 2.2 SUBMITTED EVIDENCE Test Aeency Test Identifier Test Name /Report Date Redland Technologies P 0647 -01 TAS 108 Aug. 1994 0.958 (Mortar Set) Redland Technologies P 0631 -01 PA 108 July. 1994 (Mortar Set) Celotex Corporation Testing Services 520305 -01 thru 05 PA 102 June 1999 IBA Consultants, Inc. 2353 -4 Restoring Moment Aug. 1999 PRI Asphalt Technologies, Inc. SFTC -003 -02 -01 TAS 101 12/06/02 IBA Consultants, Inc. 2353 -70 TAS 101 09/22/03 IBA Consultants, Inc. 2353 -71 TAS 101 09/22/03 IBA Consultants, Inc. 2353 -93 ASTM C 1167 07/18/05 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 shall be performed in accordance with TAS 106. 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. 3.7 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 Santafe 'S' 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 (lbf) Length -1 (ft) Width -w (ft) Santafe 'S' 6.7 1.5 0.958 •...... • • . .• . .. . . • • ••• • •. ... .. . . • .. • • • • . . . • • • .. • • •• •• . • . •• •• ••. • . . ••• . . NOA No.: 12 -0210.01 Expiration Date: 02/01/16 Approval Date: 05/31/12 Page 3 of 5 Table 2: Aerodynamic Multiplyers— X(ft) Tile Profile % (ft) Batten Application X (A) Direct Deck Santafe 'S' 0.274 0.297 Table 3: Restoring Moments due to Gravity - Mg (ft -lbf) Tile Profile 2 11:12" 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater N/A Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Santafe 'S' 5.93 5.90 5.85 5.82 5.73 5.69 5.56 5.53 5.32 5.29 5.03 5.00 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -lbf) for Nail -On Systems . Tile Profile Fastener Type Direct Deck Battens Santafe 'S' 2 -10d Ring Shank Nails 21.8 N/A One #8 Screw 29.16'," N/A Two #8 Screws 38.28 N/A One #8 Screw w/ Clip 57.31 ' N/A Two #8 Screws w/ Clip 57.60 61.77 1. Approved screws as noted'Product manufactured by others'. 2. When using one screw it must be installed in the inside hole located nearest to the hump of the tile. Table 5: Attachment Resistance Expressed as a Moment Mf (ft -lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Santafe 'S' Tile Bond 384 Polyfoam Polypro AH 160TM 28.5 2 See manufactures component approval for installation requirements. 3 Flexible Product, Inc. Average weight per patty 10.4 grams. 4 Polyfoarn Product, Inc. Average weight per patty 9.4 grams. Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft -lbf) for Single Patty Adhesive Set Systems Tile Profile • • G e drild • • • • • • Tile Application Minimum Attachment Resistance Santafe 'S' Resistance Polyfoam Polypro AH 160Tm 63.8 Polyfoam Polypro AH 160Tm 61.9 5 Paddy placement of 63 grams of Polypro AH 160Tm. 6 Paddy placement of 24 grams of Polypro AH 160Tm. Table 6: Attachment Resistarma, Sxpressed as a Moment - Mf (ft -lbf) -& ; ;tfor Morta; or gsieSgt§jsgms Tile • • G e drild • • • • • • Attachment Profile Application Resistance Santafe 'S' + + +MortarCet+. • • • • • • • 23.6 : ' •: : : : +' • • • • NOA No.: 12 -0210.01 see • so* • • • Expiration Date: 02/01/16 Approval Date: 05/31/12 •�• •�• Page 4of5 • •• •• • • • •• •• ••• • • • ••• • • 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as shown below, or following statement: "Miami -Dade County Product Control Approved ". SANTA FE TM MADE IN COLOMBIA LABEL FOR SANTA FE SPANISH "S" CLAY ROOF 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 the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWING When using one screw .e this hole. "SANTAFE S" CLAY ROOF TILE END (%TI1j &(',C iPTANCE '• •• ••• •• • • • •• • ••• • • e • ••• • • • • • . • • • •• •• • • • • • • • • ••• • • • ••• • • NOA No.: 12- 0210.01 Expiration Date: 02/01/16 Approval Date: 05/31/12 Page 5 of 5 MlIAm MIAMI -DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) m".miamidade.eov /sera 3M Company 3M Center Building 0220- 05 -E -06 St. Paul, MN. 55144 -1000 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County 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: 3Mrm 2- Component Foam Roof Tile Adhesive AH -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. 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 renews and revises NOA# 11 -0 124.04 and cWst? bf p'Jg4s i lbr*gt a." The submitted documentation was reviewed by Apex Tigda.. - : :: %: '. . . . . .. ... . .. . . . . . .. . APPROYED NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 1 of 7 000 000 0 :0 NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3M`rm 2- Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofmg Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using 2- Component Foam Roof Tile Adhesive AH -160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3MTM 2- Component Foam N/A TAS 101 Two component polyurethane foam adhesive Roof Tile Adhesive AH- 160 Foam Dispenser RTF1000 N/A Dispensing Equipment ProPack® 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of 2- Component Foam Roof Tile Adhesive AH -160 roof tile adhesive. MANUFACTURING LOCATION: Tomball, TX. PHYSICAL PROPERTIES: Prove Test Results Density ASTM D 1622 1.6 lbs. /ft.3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs. /Fe Moisture Vapor Transmission ASTM E 96 3.1 Perm/ Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -40'F., 2 weeks • • • • ; (Y -Q% VvlVM Change @158-F., 100% Humidity, 2 ..• .. .. `fie .. 0. Closed Cell Content ASTM.15 = '.: SCi% : :..• ... 000 ... ... ... NOA No.: 12- 0228.18 rMar��paue counrnr OYED :09 ' :• ' •: : . • :. ;. Expiration Date: 05 /10/17 0.: • Approval Date: 05/10/12 Page 2of7 • • • • • • • • • • • •• •• 000 • •• •• 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. EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report 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 ASTM E 84 01/16/95 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB -589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01 -6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low, & high file profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. IF W F,_. \2 •• ••• • • • • •• MS 0 0 . • • • • • . . •• • • • • ••• • . . • . • . . • .. ... .. . . . .. . ... . ... •.. •.. • • • • • NOA No.: 12- 0228.18 • • • • • • • Expiration Date: 05/10/17 MIAN403ADE COUNfY • • • • • • • • • • • • ;. � • • • • • • • • • • Approval Date: 05/10/12 Page 3 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION: 1. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of 3MTM 2- Component Foam Roof Tile Adhesive A14-160. 2. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator' approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0 -1.15 (A): 1.0 (B). The dispense timer shall beset to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 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. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile 2 Piece Barrel #1 17 /side on cap and 34/ an N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 i 8 .• •.• . . . . . •• . . . ..go: .. • • ... 0. • . • . • • . . .. ... .. . .. .. . ••• . •.• ..• ... • • • • • • • • •. • . • MU4MFDADE COUNTY • • • • • • • • • • ..• . • . • ... . . ••• • • • ••• . • NOA No.: 12 -0228.18 Expiration Date: 05 /10/17 Approval Date: 05 /10/12 Page 4 of 7 LABELING: Al13MTM 2- Component Foam Roof Tile Adhesive AH -160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. Nail through phAc cement / Underlay Mr . \ 1 ig WN Ew M are ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Faddy�eefhTde) � Fasda Eavaeauraeo�y: ad�tveapprml. aP �eePhales — APPROVED • I ::!'rR^'ii PWyWWbTUe) W= Eave closure �p edp .• .•• •. . • • •• . ••• . ••• ••• ••• • •• • • • •• •• ... . ... • . . • . • • • • • • • • . •• •. . • • •• •• ••• • • • ••• • • r/gg NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05 /10/12 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nail through plastic cement paddy Rea" Me) Nap through phudic cement ply Poneeth Tpe) Undedayment o . Undedaynreat a o 7 In. V Z In. 71n% 2 hL Eave Course o e e Fascia Fascia % weephole Em Course Eave closure Eve Closure DO edge .• ••• • . • • . •• • ..••.•. . ......... . 1101, .. ... .. .... �:� ��: �:� �:� •�• •�. NOANo.:12 -0228.18 ' Expiration Date: 05/10/17 • • : • • : • : : Approval Date: 05/10/12 Page 6 of 7 ••• • • • • ••• • • Nali through plastic cement / O Single paddy, T x 3 in. In d er file \ Single paddy on 2 In4/In. under- ° layment ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Paddy Nall through plash (between tge) Underlayment Paddy (under Me) ®� 4 Single on p of tl e s� giddy medliffn ��Fasclacourse only Nag through plastic cement }r M In. x3in. 4 Single paddy on undedavment 2 Single paddy on top of Ole Eave Course S }in.x 31n. Single 4 in'l 2 in. Paddyon •� under• IaymeM Shrgta paddy on top of the Em Course .100 MW we Single paddy between the rEave Closure 71n. medium eddy save course only END OF THIS ACCEPTANCE Single paddy under file Single paddy between the 2 in. x 7 medium she paddy an course only <T Fascia ."-' Fascia Eave closure . DP edge .• ••• . . . • . •• • . .. . . . • •• ••• •• • • • •• • ••• • ••• ••• ••• • • • • • NOA No.: 12-0228.18 • • • • • • • Expiration Date: 05 /10/17 : • : : • : • ; • :06 • • • • • • • Approval Date: 05/10/12 Page 7 of 7 • . • ••• • • COUNTY ;. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, 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) 31525 -99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov /sera GAF Material Corporation 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 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: GAF Deck Armor Underlayment 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 be4)rovided tip the Wr by the manufacturer or its distributors and shall be available for inspegtion ai th&► I; s& I t Wrequest of the Building Official. This NOA renews NOA No. 06- 0606.04 anw cans6s• of pages I Arough 4. The submitted documentation was reviewed by Jorge L. Acebo. . ••• . •• •. .•• • • + • 000 • : : NOA No.: 11 -0913.08 • • V + • : • : • Expiration Date: 10/12/16 hWU E eD Approval Date: 12/22/11 J 1 Page 1 of 4 ••• • • • ••• • • ROOFING COMPONENT APPROVAL Category Roofing Sub- Cateeorv: Underlayment Material: Polypropylene, SBS SCOPE: This acceptance is for GAF Deck -Armor Underlayment, as described in this Notice of Acceptance, for use with approved prepared roof assemblies where ASTM D226 Type II underlayment is specified and installed with prescribed approved fasteners and fastener densities, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. PRODUCTS DESCRIPTION: Product Deck - Armor"" Manufacturing Location #1 Test Dimensions Specification Product Description 54" x 222' rolls ASTM D 226 A UV- stabilized polypropylene breathable Type 11 underlayment. To be used for roof deck protection as an underlayment in sloped roof assemblies. WeatherWatch® 36" x 50' rolls ASTM D 1970 Granular Surfaced modified, fiberglass reinforced, Manufacturing 36" x 67' rolls bituminous sheet material for use as a leak barrier Location #2 underlayment in sloped roof assemblies. Designed as an ice & rain shield StormGuare 36" x 66.7' rolls ASTM D 1970 Modified, fiberglass reinforced, bituminous sheet Manufacturing material for use as a leak barrier underlayment in Location #2 sloped roof assemblies. Designed as an ice & rain shield MANUFACTURING LOCATION: 1. North Bay, Ontario, Canada 2. Mt. Vernon, IN EVIDENCE SUBMITTED: Test Agency PRI Asphalt Technologies, Inc. PRI Asphalt Technologies, Inc. PRI Asphalt Technologies, Inc. Test Identifier GAF- 025 -02 -01 Test Name/Revort ASTM D 1970 GAF-026-02-01 C � � � ASTM D 1970 ..••. . • . �. G&412- 424)1 :.: %STM D 226 Type U • . • . • . . . . .•. . ... ...... Date 03/26/2002 03/26/2002 03/15/2006 NOA No.: 11- 0913.08 Expiration Date: 10/12/16 Approval Date: 12/22/11 Page 2 of 4 APPROVED ASSEMBLIES: Deck Type 1: Wood, Non - insulated Deck Description: 19/32' or greater plywood or wood plank System A(1): Leak barrier is installed as per current NOA approval at vulnerable leak areas. Deck -Armor Membrane is subsequently installed. Standard installation, no exposure to rain/snow prior to installation of the Surface Roofing Assembly minimum slope: 4"on 12". Leak Barrier: Install WeatherWatcO or StormGuare leak barrier as per current NOA approval at all vulnerable leak areas, this includes but is not limited to all eaves, valleys, rakes, skylights, and dormers. Refer to Local Building Codes to determine if leak barrier may be adhered directly to the wood deck. Membrane: One or more plies of Deck - Armor" underlayment membrane with a minimum 4" side lap and 6" end lap. Place the fist course of membrane parallel to the eave. Fasten side and end laps with approved nails and tin caps 6" o.c. and fasten middle of the roll with approved nails and tin caps 12" o.c. in four staggered rows, in the field of the roll. Surfacing: Approved for Metal Roofing, Slate, and Asphaltic Shingle assemblies. Deck Type 1: Wood, Non - insulated Deck Description: 19/32 or greater plywood or wood plank System A(2): Leak barrier is installed as per current NOA approval at vulnerable leak areas. Deck -Armor Membrane is subsequently installed. Special installation, for exposure to rain/snow prior to installation of the Surface Roofing Assembly minimum slope: 2 "on 12 ". Leak Barrier: Install WeatherWatch® or StormGuare leak barrier as per current NOA approval at all vulnerable leak areas, this includes but is not limited to all eaves, valleys, rakes, skylights, and dormers. Refer to Local Building Codes to determine if ...... leak barrier may be adhered directly to the wood deck. ' ...... Membrane: One or more plies of Deck - Armor's underlayment membrane witk a minimt�, M. ' . side lap and 6" end lap. Place the first course of membrane pamtletWthe ehe. "' •' Fasten side and end laps with approved nails and tin caps 6" o.t? Add fasten middle :0080: of the roll with approved nails and tin caps 12 o.c. in four stag& lea cows, M t ee • .... field of the roll. If roof is exposed to rain/snow, tape all end and. japs 'Ab ... ..:..' .4e*. approved butyl adhesive based seam/cover tape or an approved yr8 roof dletli • • • • • • duct tape (follow the tape manufacturer's installation instructiop&� Akvays apply •, tape over all fasteners at the center of the roll or the laps to hells prevent raigit snow from entering at the fasteners. • • • • • • Surfacing: Approved for Metal Roofing, Slate, and Asphaltic Shingle assemblies. • • • • NOA No.: 11- 0913.08 Expiration Date: 10/12/16 Approval Date: 12/22111 Page 3 of 4 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. Deck -Armor shall not be used as roof tile underlayment or anchor sheet within a roof tile underlayment system. 3. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. Deck -Armor and the leak barrier membranes shall be installed in strict compliance with applicable Building Codes and Manufacturers' specifications and guidelines. 4. Deck - Armor's shall be applied to a smooth, clean and dry surface with deck free of irregularities. 5. Deck-Armor" eck Armor'" shall not be applied over an existing roof membrane as a recover system. 6. Deck -Armor shall not be left exposed as a temporary roof for longer than 14 days of application. 7. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 8. Deck Armor'm may be used with any approved roof covering Notice of Acceptance listing Deck - Armor" as a component part of an assembly in the Notice of Acceptance. If Deck-Armor' 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. 9. 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. 10. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 11. 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 LABELING: All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. 00 00 NOA No.: 11- 0913.08 Expiration Date: 10/12/16 APPROVED Approval Date: 12/22/11 Page 4 of 4 MIAME PMIDE COUNTY • • • • • • • • • • • • • • • • • •• • • .00.•0 0 • 0000•• • • BUILDING PERMIT REQUIREMENTS: . ...:.. ' ' Application for building permit shall be accompanied by copies of the following: • • • • • • :' . ' • ' ' 1. This Notice of Acceptance. 0 • • ' 08 0 0 "' 2. Any other documents required by the Building Official or applicable buildihV:dode in o 00• 0 0000. properly evaluate the installation of this material. " " " ' ' 0000.. . 0 0000.. END OF THIS ACCEPTANCE 0 0 . :6600: . • NOA No.: 11- 0913.08 Expiration Date: 10/12/16 APPROVED Approval Date: 12/22/11 Page 4 of 4 ma MIAMI -DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, 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) 31525 -99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eovIvera GAF -ELK Corporation 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 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: UnderRoofrm 2 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 Bled 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 Qr• • •; • change in the materials, use, and/or manufacture of the product or process. Misuse of4 his NPA as'an endorsement of any product, for sales, advertising or any other purposes shall automatitillytermirPato.: • this NOA. Failure to comply with any section of this NOA shall be cause for terminadd$ M8 removal pf NOA. •:00••• ADVERTISEMENT: The NOA number preceded by the words Miami -Dade CSnntyr •Floridti, All followed by the expiration date may be displayed in advertising literature. If any portkV of the WAVes: displayed, then it shall be done in its entirety. :90 00 of 0 • INSPECTION: A copy of this entire NOA shall be provided to the user by the manutwtdre$ or its• • distributors and shall be available for inspection at the job site at the request of the BuiidinpOfficial. This NOA renews NOA No. 07- 0720.01 and consists of pages I through 3. • • • • • 00 The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 11- 1027.06 Expiration Date: 09/21/16 Approval Date: 11/17/11 Page 1 of 3 ROOFING COMPONENT APPROVAL Category Roofing Sub - Category: Underlayment Material: Rubberized Asphalt PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description UnderRoofrM 2 39 W x 66.7' rolls TAS 103 Self - adhering reinforced membrane of rubberized ASTM D 1970 asphalt with a polyester surfacing for use as an underlayment in sloped tile and asphalt shingle roof assemblies. Roof slopes of 2/12 -12/12 are acceptable as indicated by local codes and manufacturer's installation instructions. MANUFACTURING LOCATION: 1. Fresno, CA EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Intertek Testing Services NA Ltd. 3077464 -01 ASTM D 1970 08/23/06 3077464 -02 TAS 103 08/23/06 3090131 ASTM D 1970/TAS 103 08/23/06 PRI Construction Materials Technologies RGM -023 -02 -01 ASTM D 4798/TAS 103 05/16/07 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. UnderRoofr"I 2 shall be installed in strict compliance with applicable Building Code. 3. UnderRoofrM 2 may be used in roof tile and asphalt shingle assemblies. 4. UnderRoofrM 2 shall be applied to a smooth, clean and dry surface with deck free of irregularities. 5. UnderRoofrM 2 shall not be applied over an existing roof membrane as a recover system but inay be applied to underlayment base sheets as listed in this approval. a • 00000 6. UnderRoofrM 2 shall not be left exposed as a temporary roof for longer than•140 da3:; get application. 006:00 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listdcr 10proval of this 0000 •• • product with specific prepared roofing products. • 8. UnderRoofrM 2 may be used with any approved roof covering Notice of jA*r9,ciepjance li*sfingo UnderRoofrM 2 as a component part of an assembly in the Notice of Acceptance., Jf j. fderRoW 2� is not listed; a request may be made to the Authority Having Jurisdiction (AHJ) or tha Miami -Dade County Product Control Department for approval provided that appropriate: docAentat=g4.*. provided to detail compatibility of the products, wind uplift resistance, and fire testing jtgults. 9. All products listed herein shall have a quality assurance audit in accordance with•the Fig4d4; Building Code and Rule 9B -72 of the Florida Administrative Code. NOA No.: 11- 1027.06 �� Expiration Date: 09/21/16 E . 1 Approval Date: 11/17/11 Page 2 of 3 0000.. 000e0. 0000.. 0000. 0000. 000000 ..goo: gone.. APPROVED ASSEMBLIES: Deck Type 1: Wood, Non - insulated Deck Description: 19/32' or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened to deck, membrane adhered. Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 compliant underlayments with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. Membrane: • Begin at lowest point on roof deck. Peel back the release film and align the membrane on the lower edge of roof; pull the release film to peel back and apply membrane. • Roll lower edges and seams with a hand roller. Use flat broom, squeegee or weighted roller to help lay flat and ensure full adhesion of UnderRoofrM 2 to the anchor sheet. • Where back nailing is required for steep slope applications, back nail and cover nails by overlapping with the next sheet. Use acceptable fasteners such as approved nails and tin caps. Plastic caps are not acceptable. Contact GAF -ELK technical services for other approved fasteners. • Valley and Ridge applications: Begin at lowest point on valley or ridge, peel back the release film, center the sheet over the valley or ridge and press firmly into place. • End Laps must be a minimum 6" and Side Laps must be a minimum 4" in and properly aligned with the existing selvedge edge. • Install when temperatures are 45 degrees and rising, over clean, dry and smooth substrate. • Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current product control Notice of Acceptance and applicable building code. • Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to the lap areas. • UnderRoofrM 2 shall not be exposed for longer than 180 days after application. GAF Materials Corporation reserves the right to revise or alter the exposure time, not to exceed the preceding maximum exposure time. • Wherever the adhesive back comes in contact with polyester surfacing such as end laps, penetrations and flashing material must be set in a 1/8 inch toweling of LeakBusterTM Matrix® 201 Premium SBS Flashing Cement made in accordance with ASTM D4586 - Type 1 or etua1,:4 flashing cement. ; .'. • UnderRoofrM 2 is acceptable in foam applied and mechanically attached rile : 5j eta ; • • •' • • Consult manufacturer's installation instructions for complete installation requKe� %ts. 6 Surfacing: Roof Tile and Asphalt Shingle Assemblies. . "" • • • • ...... ...4. LABELING: 6 • • All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name pr logo, city, state and the following statement: "Miami -Dade County Product Contro) A"pprtved" pr tho Miami -Dade County Product Control Seal as shown below. : " "' • • • • 4 MIAM4DADECOUN7Y •• ' • • 4 •• •+ END OF THIS ACCEPTANCE NOA No.: 11- 1027.06 Expiration Date: 09/21/16 M J APPROVED 1 PP NTY A roval Date: 11/17/11 ,•• . � Page 3 of 3 964644 649.6• •6464• .499. . 9 •44464 0 6 000000 0 • 00.46• 4 • r SECTION 1524 HiGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDMTION9S 9524.1 As It pertains to this section, It is the responsibility of the roofing contractor to provide the owner wish 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 between the owner and the contractor. The owner's Initial in the adjacent box indicates that the item has been explained. .< �1. Aesthetics- WBWvnanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water Intrusion performance standards. Aesthetics (appearance) Issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. �( r— 2. Renalling Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed In accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (Tire roof deck is usually concealed prior to removing the existing roof system). 1( %f 3. Conimon. hoofs: Common roofs are those which have no visible delineation between neighboring units (I.e. townhouses, condominiums, etc.), to buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. )112! _..d. Exposed Callings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. t�—S. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) In tow -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. T-Ie�-.-6. Overflow scuppers (wail outlets): It is required that rainwater flow off so that the roof Is not overloaded from a build up of water. Pertmeteriedge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. A' T. Ventilation: Most roof structures should have some ability to vent, natu ow through the Interior A • • •: • • the structural assembly (the building itself). The existing amount of attic ventitatl 11 not be redeced R ay be* • • • • • beneficial to consider additional venting which can result in extending the s of the roof. •. • i : • ; • •;. ...... ...... Owner's/ ent's Signature Date rsSignature ••••• •• • • • • ••••s• • ••• ••••• Prop -arty Address Permit Number • • • •. • • � • r� � ...... - _ _ - -- r�:rrzor2aos,rrcars, - -- - - -- ---- ---- -- - - - -._ ... -_ __ _ .__ ---- - - - -- -'..'_ : _ ,,! _ • ; . • •