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RF-14-2498Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-235241 Scheduled Inspection Date: May 26, 2015 Inspector: Rodriguez, Jorge Owner: SLAY, AMY Job Address: 70 NW 102 Street Miami Shores, FL 33150 - Project: <NONE> Permit Number: RF -11-14-2498 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile/Flat Phone Number Parcel Number 1131010180160 Contractor: RODMAN ROOFING INC Phone: (305) 264-3551 iunamg uepanment comments RE -ROOF ENTIRE HOUSE Passed Failed Correction Needed Re -Inspection Fee 0 0 D No Additional Inspections can be scheduled until re -inspection fee is paid INSPECTOR COMMENTS False Inspector Comments CREATED AS REINSPECTION FOR INSP-223358. Missing renailing affidavit May 22, 2015 For Inspections please call: (305)762-4949 Page 30 of 42 AFFIDAVIT OF COMPLIANCE WITH ROOF DECKING ATTACHMENT AND SECONDARY WATER BARRIER HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. TO: Miami Shores Village 10050 N.E. 2 Avenue NW Miami Shores, FL 33138-0000 Re: Ms. Virginia Day 70 NW 102 Street Miami Shores, FL 33150 Roofing Permit number: RF -11-14-2498 Dear Building Official: I Karen S. Rodman, President, certify that the roof decking attachment and fasteners have been strengthened and corrected and a secondary water barrier has been provided as required by the "Manual of Hurricane Mitigation Retrofits for Existing Site -Built single family Structures" as adopted by the Florida Building Commission by Rule 9B-3.047 F.A.C. Sign a of Qualifying Agent Karen Rodman Print Name CCC051542 License Number State of Florida County of Miami -Dade Sworn toed before me this �Z) 6 day of be 'b 2015. Personally known JOHN BOWERS Or produced identification COMUSSION # IT �o EXPIRES: April 1, 2017 is%Fs' Bonded Thru Notary Public Underwhem tl A -f A-1 CONSULTING ENGINEERS, INC ROOF STRUCTURES CONSULTING ON SITE CONCENTRATED UPLIFT LOAD TESTING ROOF TILE IN ACCORDANCE WITH METRO-DADE BUILDING CODE COMPLIANCE TAS No. 106 UPLIFT TEST EXPERTS SITE SPECIFIC INFORMATION Owner's Name: Permit#: Job Address: _70 1V 4d 10:e- -Sr 11-114^11 c5 4&9 —r XZ Roofing Contractor: /C 94) ^v0 %lv Type of Tile: AR07 0 �''�y,r/ Date installed: _ Approximate Roof Height: %Z k feet Roof Pitch: /% Z Type of Access to Roof: ✓� Scaffolds Ladder Approximate Square Footage of Roof: /67 4P z? ft 2 Required Testing Force: 35 lbs. Testing Equipment: F.G.E. 100 Date Tested:.'S�Z/ / 20/ Other ST LOCATION UPLIFT PULL TEST IEST LOCATION UPLIFT PULL TEST TEST LOCAIIOI UPLIFT PULL TEST rEST LOCATIO UPLIFT PULL TEST rEST LOCATIO UPLIFT PULL TEST TEST LOCATION UPLIFT PULL TEST 1 26 51 76 101 126 2 27 52 77 102 127 3 28 53 78 103 128 4 29 54 79 104 129 , 5 30 55 80 105 130 6 31 56 81 106 131 7 32 57 82 107 132 8 33 58 83 108 133 9 34 59 84 109 134 10 35 60 85 110 135 11 36 61 86 111 136 12 37 62 87 112 137 13 38 63 88 113 138 14 39 64 89 1 114 139 15 40 or 65 90 115 140 16 41 116 141 17 _ 117 142 18 43 68 118 143 19 44 69 94 119 144 20 45 ! ona ate �l L 'b 120 145 21 46 71 96 121 146 22 47 97 122 147 23 48 v a:�„C 98 123 148 24 49 74 99 124 149 25 50 75 100 125 150 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CON- TROL TEST. THIS TAS 1ZED ST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. THIS REPORT SUBMI BY;f Fl Jose A. Martinez f` P.E. # 031509 A-1 CONSULTI NGI ERS, INC. Lab. CertifiL°4ion# 07-0306.03 Renews: 01-1224.05 4383 S.W. 70th Ct, Miami, Florida 33155 • Telephone (305)740-9550 - Fax (305) 740-9550 ENGLISH: Cell (305) 609-6388 • SPANISH: Cell (305) 498-9804 Owner's name- Permit#: RF -11-14-2498 job addressz. 70 N1025 T MIAMI SHORES FL. Roofmgcontractov. RODMAN ROOFING. TVpe of file: BORA? L BARCELONA 900. Date installed: Approximate roof height: 12 feet Roof pitch: 3/12 Tipe of acces's to, roof: Scaffold; Laddev. Other: Approximate square footage of roof Required testing force: 35 lbs Date tested; Number of tests: 41 SKETCH OF ROOF 41 40 39 3.3 37 33 34 35 3 S is 191 1 21 1 1 Reviced;- JMM Date: 5/20/2015 . Miami Shores Village Building Department 110MN.E.2nd Avenue,Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 �l Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple NOV 13 2014 1=3. .- Permit No. Mir Permit No.05 Igi 2-�i� City: 1 rl nil �h%�2� State: t' 1 �i et ct �, Zip: 150 Tenant/[ zwee Name: Phone#. Email: JOB ADDRESS: 9 City_ Miami Shores County: Miami Dade _- -_ Tap: J 5I JU Folio/Parcelt l \ - 3101— ®1$ ~ ®1 b® Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: C! M20o�incil Inc. Phone#. 305-2G Address: id -15 Cf I :m/.09city: Qom} l Q ,nn _ state.• L zip: Qualifier Name. State Certification or Registration #:ee e 0515 Cer ificate of Competency # Contact Phone#:IS- �y" 3 / Email Address: rQ0® '/'? anr—DQt�//!t C. Q Va--hQ0 . C -0M DESIGNER: ArchitectlEngineer: Phone#: Value of Work for this Permit: $ J ;) .nQQ . ( Sgaa WUnear F00 of Work: I �� I (I D Type of Work: Addition DAlteration DNew 1Zpaiair/Replace ODemolition Description of Work: Q� Qjo ► r ha e1, se - Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $Ol ' Radon Fee $ d a DBPR $ tj Bow $ Notary $ C% _b TrEducatlon Fee $vL • GO Technology Fee $ Double Fee $ Structural Review $ 0 TOTAL FEE NOW DUE $ -�i � Boadift 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 m 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 CONEMENCEMENT:' 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 not be approved and a reinspection fee will be charged R � i Signature St OwnerorAgentk Contractor The foregoing instrument was acknowledged before me this , + The foregoing instrument was acknowledged before me this-LL— day his-Lday of r I by V1CtGl % 0 - who ' personally known me or who has produced day of ljwpt- vy . 20 it, by tWEM 2czbA-y�P who is ��v knnwnn to me or who has produced As Iden ' t] as identification and who did take an oath. NOTARY PUBLIC: *? MY COMMISSION # EE053116 NOTARY PUBLIC. ., 07�� fy y JOHN BQU m erw,,, EXPIRES January 05, 2015 ;`,�; : MY COMMISSION# FF W= "fill : g: : Ap 1.2017 fl, RA F Service.com EXPIRES rU '' � �; •' Bonded Ttn Notary Pubit Undenvrfters sign. 4 sign: Print ran cu 1. a Print: N My Commission Expires: APPROVED BY My Commission Expires: 171 orPlans Examiner Zoning Structural Review Clerk (Revised (UnIA7XRe rises 06n0 M9)Wvisea 3n5109) of , STATE OF FLORIDA ° DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION ' F CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 RODMAN, KAREN S RODMAN ROOFING INC 12151 SW 128 CT UNIT 108 MIAMI FL 33186 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalleense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! (850) 487-1395 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSION AL REGULATION CCC051542 ISSUED: 07/24/2014 CERTIFIED ROOFING CONTRACTOR RODMAN, KARL=N.S RODMAN ROOFING INC IS GERTIFIED under the provisions of Ch.489 FS. Exp'ua*m date: AUG 31, 2016 L1407240001026 DETACH HERE RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CCC051542 The ROOFING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 RODMAN, KAREN S RODMAN ROOFING INC 12151 SW 128 CT UNIT 108 MIAMI FL 33186 ISSUED: 07/24/2014 DISPLAY AS REQUIRED BY LAW SEQ# L1407240001026 Municipal Contractof's Tax Receipt Miarii-Dade County, State of FloridaIV TRISIS NOTA BU -DO NOT PAY CC N4: b=!;1542 Nov 131401:11p Rodman Roofing, Inc. 305-264-3551 p.3 ASA Issue Date: 12/13/2013 FLORIDA ROOFING, SHEET META;. & AIR CONDITIONING CONTRACTORS ASSOCIATION, INC. 1-800-767-3772 -FAX (407) 671-2520 CERTIFICATE OF INSURANCE ISSUED TO: COPY PROVIDED TO: City Of Miami Shores Bldg. And Zoning Dept. 10050 Ne 2Nd Ave. Miami Shores, FL 33138 Attention: Rodman Roofing, inc. 12151 SW 128Th Ct Suite #108 Miami, FL 33186 Rodman Roofing, inc. This is to Certify that: 12151 SW 128Th Ct Suite #108 Miami, FL 33186 being subject to the provisions of the Florida Workers' Compensation Act, has secured the payment of compensation by insuring their risk with the FLORIDA ROOFING, SHEET METAL & AIR CONDITIONING CONTRACTORS ASSOCIATION SELF INSURERS FUND, P.O. Box 4907, Winter Park, FL 32793. COVERAGE NUMBER: 870-001010 EFFECTIVE DATE: EXPIRATION DATE 1/1/2014 1/112015 LIMITS Workers' Compensation: Statutory- State of Florida Employers' Liability: $100,000.00 Each Accident $100,000.00 Disease, Each Employee $500,000.00 Disease, Policv Limit rsr_wwKK,,s: Avon -cancelable, without 30 days prior written notice, except for non-payment of premium which will be a 10 day written notice. This certificate is issued as a matter of information only, is not a policy and of itself does not afford any insurance. Nothing contained in this certificate shall be constructed as extending coverage not afforded by the policy(les) shown above or as affording insurance to any insured not named above. This provides coverage for Florida policyholders and Florida domiciled employees only. By: By: s Brett Stiegel, Administrator Debra Guidry, +CPCU, Un erwriting Manager FRSA-SIF FRSA SIF 4�oRo® CERTIFICATE OF LIABILITY INSURANCE DATE PMWDMyM THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CQNFERS NO R[GHTS 1111312 14 CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICE BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSi1RER(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 condibons of the policy, certain pollctes may require an endorsement. A statement on this certificate does not confer rights to the Certificate holder in lieu of such endorsement(s). PRODUCER Presidential Insurance Services, LLC 2665 South Sayshore Drive #707 Miami, FL. 33133 INSURED Rodman Roofing, Inc. 12151 SW 128 Ct Ste 108 Miami, FL, 33186 305-423-0350 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED ENAM D ABOVEVISION BFOR THE POLICY PERIOD INDICATED. NOTNTHSTANDING 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 EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. THE TERMS, TYPEF INSURANCE ENE: LLUWjWroaDn l-w-vnl�� POUCYNUEA�R fAPAMO/LDICY EFF ?OLICY E>� LIMITS CLAIMS MADE OCCUR i I I I I EACH O= 1c] RF . �_} $ 2,00Q 040 A iPC-86828-02 2/1112014 2111 /2015 I MED EX' (Any O10 ceson) S PERSONAL&ADV IN.IURY $ GEN'L AGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE g X POLICY.::] JPEI 1 RO- LDC — OTHER' � I PRODUCTS -COMPIOPAGG $ I $ AUTOMOBILE LIABILITY �NEDSINGLELMAIT IS ANY AUTO BODILY INJURY (Perpemn) S ALL OVNNED SCHEDULED AUTOS AUTOS � O i I BODILY INJURY (Per ecc6Cent) . $ HIRED AUTOS AUTOS I ��AMAGE $ i S ! UMBRELLA UAB EACH OCCURRENCE I $ F- EXCESS IAB °C aLR...... I AND EMPLOYERS' LIAHRf y OTH- ANY PROPRIETOR/PARTNEWSKECUTIVE YIN _ %TUTE 1 R OPFICEMMEMBER EXCLUDED? N!A (Mandatory in NH) E.L.EACH ACCIDENT $ E.L DISEASE - EA empLoYEE s DESCRIPTION OF OPERATIONS! LOCATIONS! VEHICLES (ACORD 101, Addtilooal Rammks Schedule, may be attached I1 more apace Is required) Qualifier. Karen Rodman LIC# CCCO51542 Miami Shores Village B. D. 10050 NE 2 Ave SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WELL BE DELIVERED IN Miami Shores Village, FL. 33138 ACCORDANCE WITH THE POLICY PROVISIONS. AOTHORIIED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014101) The ACORD name and 1090 are registered marks of ACORD L'd 659£ -179Z -90E Dui 6ui�0oy uewpo�j d9t,:i3O t, 6 £L A0N Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: t 1 r 1 10050 NE 2rd Ave Miami Shores, Fl 33138 Re: Owner's Property Roofing Permit Number. Dear Building Official: q � I 1GL certify that I am not required to retrofit the roof to wall connections of my buze ing because: just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions edition of the South Florida Building Code (1994 SFBC) q � As Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this I �`� day of �?� I BRANDI WARDMY COP! MISSION # EE053116 EXPIRES January 05, 2015 Notary Public, Sate of Florida at Larda 189 Flo(dallo rvfrs.com When the just vaWdm of the sbuctee for purpose of ad valorem t omfim is equal W or more tlm $314,000.00, and the bufng was ne; constructed wmh FBC nor a 1994 SFBC. Then you must p avide a bu� applcaft from a Genmal Connor forthe Roof to wa8 cmne tion Hurricane UNgation. Revd on 512112009 Property Search Applicatioo- Miami -Dade County Page lofl 000"FFICE OF THE PROPERTY APPRAISER Summary Report Properly Information Folio: 11-3101-018-0160 Property Address: 70 NW 102ST Owner VIRGINIA WILDS DAY Mailing Address 70 NW 102 ST MIAMI SHORES, FL33150-1230 Primary Zone 0800 SGL FAMILY -1701-1900 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE rAMILr .1 UNIT Beds I Baths I Half 2/1/0 Floors 1 L&ving Unna 1 Actual Area 1,519 SQ.Ft Living Area 1,005 Sq.Ft Adjusted Area 1,288 Sq.Ft Lot size 8,100 Sq,Ft Year Built 11949 Assessment Information Year 2014 2013 2012 Land Value $109,472 $72,981 $58,385 Bullding value $87,326 $M,326 $97,366 XF Value $0 $25,000 $0 Market Value $196,798 $160,307 $155,951 Assessed Value $88,492 $87,1851 $85,728 Benefits Information Benefit Type 2014 2013 2012 Save Our Homes Cap Assessment Reduction $108.306 $73,122 $70,223 Homestead Exemption $25,0001 $25,000 $25,000 Second Homestead I Exemption $25,000 $25,000 $25,000 Note: Not all beneNts are applicable to all Taxable Values (i.e. County, School Board. CCityy, Regional). Short Legal Description NAVARRO SUB PB 12-59 LOT 6 & E1/2 LOT 7 BLK 2 OR 14273-3173 0989 4 Generated On: 11/13/2014 Taxable Vahse Information 2014 2013 2012 County Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $38,492 $37,185 $35,728 School Board Exemption Value- $25,000 $25,000 _f$25,000 Taxable Value $63,492 $62,185 $K728 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $38,492 $37,185 $35,728 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $38,492 $37,185 $35,728 Sales Information Previous Safe Price OR Book -Page I QuaWmtion Description 09/01/1989 $0 14273-3173 1 Qua[ by exam of deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at httpJMm+w.miamidade.govinfo/disclaimer.asp version http://www.miamidade.gov/propertysearch/ 11/13/2014 Section A/B � MIAMIWE Miami -Dade County HVHZ Electronic Roof Permit Form ffe M26 "Delivering Excellence Every Day" Section A (General Information) `"'-- Master Permit No: Process No: f - - Nov 1 3 - - - 14 Contractor's Name: Rodman Roofing, Inc. �Y; Job Address: -7 i ®Z ' 4-irp P _'� 2 �/ Roof Category S ,�� Low Slope ❑ Mechanically Fastened Tile LA'Mortar/Adhesive Set Tile ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes ❑ Sprayed Polyurethane Foam ❑ Other: Roof Type ❑ New Roof 630"Re-Roofing ❑ Recovering ❑ Repair ❑ Maintenance Are there Gas Vent Stacks located on the roof? ❑ Yes & Ido if yes, what type? ❑ Natural ❑ LPGX Roof System information Low slope roof area (ft) 3 Steep Sloped area (ftp _ IS Total (ft.2) Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a'):Corner Size (a' x a'): :000:0 --.— - • • -- -- • 0000.. A V . 0 • h t .'l • • � r. • • r � � FlIW_ 000006 . • 00000 �, 00 • :soot E 1t�r " •• •f • 0000 .• • 0000 • • • •000 CZ F 07 � � a a; p Z = LU uj ® � 41 6E o L Z M> 0 U Q Uj A V . 0 • h t .'l • • � r. • • r � � FlIW_ 000006 . • 00000 �, 00 • :soot E 1t�r " •• •f • 0000 .• • 0000 • • • •000 Section C d MIAtY1 °-. Miami -Dads County HVHZ Electronic Roof Permit Form • Section C Page (Low Slope Roof Systems) "Oeliv$Ping Excellence Every Oay" ffll in the spsclfic roof assembly components. /f a component is nW regv.Ai d, insert not opplicsbie 07/0) in the tW box. ROOF SYSTEM MANUFACTURER: GAF Product Approval (NOA).- 13-0424.09 System Type: -- Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (P1) Field: 42.8 psi (P2) Perimeters: 71.7 pa{ (133) Comers: 108.0 psi Maximum Design Pressure From NOA: 52.5 psi Roof Slope: -_ ":12 Roof Mean Height: 12 it. Parapet Walls: 0 No 0 Yes Parapet wall Height: Deck Type: -5/8" Plywood- , Support Spacing: _ " o/c Alternate Deck Type: 1x6 T&G Sheathing Existing Roof. - - N/A - - -- - -- - — -- Fire Barrier. WA Vapor Barrier. [WA Anchor Sheet: NIA Anchor Sheet Fastener / Bonding Material: N/A Insulation Base Layer Size & Thickness: NIA Insulation Base Layer Fastener / Bonding Material: WA Insulation Top Layer Size & Thickness: -- wA Insulation Top Layer Fastener / Bonding Material: WA Base Sheet(s) & No. of Ply(s): _ 1 Piy GAF 80 Base Sheet Base Sheet Fastener / Bonding Material- Tincaps and 11/4- nails Ply Sheet(s) & No. of Py(s): 2 Plies Ply IV Mergalss Py Shut Fastener / Bonding Material: -- - Hot Asphalt Top Ply: a 1 ply GAF Cap Sheet - 1 Top Ply Fastening / Bonding Material: Asphalt Surfacing: SINGLE PLY MEMBRANE: Single Ply Manufacturer i Type: Single Ply Sheet Width: =" 1/2 Sheet Width: ° No. of Single Ply 1/2 sheets: Single Ply Membrane Fastening / Bonding Material: ❑ FASTENER SPACING FOR BASESHEET ATTACHMENT ❑ SINGLE PLY MEMBRANE ATTACHMENT 1. Field: El -0/c @ taps & rows 197 " o% 2. Perimeter. ° o/c @ Laps & Elrows " o1c 3. Comer. ° o/c @ Laps & Elrows ° alc NUMBER OF FASTENERS PER INSULATION BOARD: 1. Field: 0 2. Perimeter. 3. Comer. El Insulation Fastener Type: e e • • • 00..00 WOOD NAILER TYPE AND SIZE: 0000•• i••••• 000000 - ••.•.. Wood Nailer Fastener Type and Sparing: • • • • • . • 0000. • _ 000..0 • • •••.. EDGE & COPING METAL SIZES: " ' • " • • 0009:6 Edge Metal Material: -Galvanized tAAetdl ..- - --- ---• .7777-10- 0000_ Edge Size: -3" face 26 ga.- • -- - 000 - Hook Strip Size: -SELECT EDGE METAL HOQK.$jRIP S{ZE- Edge Metal Attachment 11,1/4" Nails Coping Material: -SELECT PARAPET WALL COPING MATERIAL - Coping Size: --SELECT COPING METAL SIZE OR THICKNESS - Hook Strip Size: -SELECT COPING METAL HOOK STRIP SIZE - Parapet Coping Metal Attachment: - - Section C2 i MIAMI Miami -Dade County HVHZ Electronic Roof Permit Form "Velivering Excellence Every Day" Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Terminations/Stripping/Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing Or: Submit Manufacturers Details that Comply with RAS -111 and Chapter 15 WHZ, FBC. Parapet lttiran Height R. Mean Roof Height • ��: • 0000.. 0000.. 900.06 • 0000 9999 • 9999•• 9999•• • • 9999•• • 9999 0000.. 0000.. 0000.. 9999• 9999• 9999•• • • • 0000•• • 9999•• Tile Roof System M1AM Miami -Dade County HVHZ Electronic Roof Permit Form DeSection D Tile Roof System Delivering Excellence Every Day" Roof System Manufacturer: Boral Notice of Acceptance Number (NOA): I 126222.02 Minimum Design Wind Pressures, N Applicable (from RAS 127 or Calculations): P 1: 45.1 P 2: 68.1 P 3: 100.7 Maximum Design Wind Pressures, (From the NOA Specific systhm): Psf Fill in the specific roof assembly components. if a component is not required, insert not applicable (n/a) In the text box. Roof Slope: 3 _ 7/12• Roof Mean Height: 112 ft. Method of Tile Attachment: _ Adhesive, Medium Paddy Polyfoam Polyprc - Alternate Method of Tile Attachment per NOA: 3M fbam adhesive AHI60 Drip Edge Size & Gauge: _3• face 26 g Drip Edge Material Type:I --Galvini ed Metal— Drip Edge Fastener Type: r 1 /4° Nails Hook Strip/Cleat gauge or weight —Select Hook Strip — Deck Type: --5/8" Plywood— Optional Insulation: N/A Optional Nailable Substrate: N/A Optional Nailable Substrate Attachment: wA Baseshest Type: :...:. 1 PLY ASTM 30 ' • • .' Fastener Type for Basesk"ttAttachment: ; ""; • Tincaps & 1 1/47 Nall§ • ;;•'. .. .. .... ...... Tile Underlayment (CaaS Type: • • .••••• 1 PLY ASTM 90• • • •• • .... Tile Undert "" ayment Attachment Method: Hot Asphalt Tile Profile: Barcelona 900 secti(M E MIAtM!•OADP Miami -Dade County HVHZ Electronic Roof Permit Form o ri: "Delivering Excellence Every Day" Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based 61e 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 file attachment method is acceptable. P 1: 39.1 X .313 : = 12.23 - Mg: 8.05 = Mr1: 4.18 ' S 38.7 NOA W P 2: X X.•313 = 21.31 - Mg: 8.05 = Mr2: 13.26 538.7 NOA Mf P 3: _100.7 X .313 = 31.51 - Mg: 8.05 = Mr3: 23.46 5 38.7 NOA W Method 3 "UPlift Based Tile Calculations Per RAS 127" For Uplift based ttie 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 file attachment method is acceptable. P1: X t = X Vr :000:0 - W X Cos 0: ED = Fr1: 5 NOA F P2: x L-= x yy -W: - _ _ xCos e:=Fr2:5NOA F P3: - x 1: _ - - z � - - - - - .. - W. = x Cos g = Fr3: _ _ 5 NOA F Where to Obtain Information to complete file calculations :000:0 Description bol Where to Find• • • • • • • •: • • • ••••.• ssure kRoofSlope P1 or P2 or P3 Table 1 RAS 127, or by an engineer analysis Prepared, sight Vand seated by a profesI t9� IF based on ASCE 7. . • • . • . • . *sees f Height y Job Site 0.000• 0 •' a Job Site000 ' 966000 • •. 0 . • • Aerodynamic Multiplier 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 Product Approval (NOA) Required Uplift Resistance Fr Calculated Average Tile Weight w Product Approval (NOA) Tile Dimensions I = length w = width Product Approval (NOA) MIAMI DADE COUNTY MIAMN)ADE I PRODUCT CONTROL SECTION ® 11805 SW 26 Street, Room 248 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Rmida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) VM;W.q A wAdad,, a?m/sca= na 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. 0000.. RENEWAL of this NOA shall be considered after a renewal application has been filed and ffierehas batt ub6change in the applicable building code negatively affecting the performance of this product. 066:66 0 • • • • • • 0000.. 0000.. TEMUNATION of this NOA will occur after the expiration date or if there has been a•i .vision or VMp in diA 0 0 6 materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endeament of any Foduei!,6:..' for sales, advertising or any other purposes" automatically terminate this NOA. Failure W* emply with �sectiow • • ; - of this NOA shall be cause for termination and removal of NOA. • • • • • • • .006.6 ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, FlcWa,0 pnd fo11o0vM by they • • • expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then kftll be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 07-1219.09 consists of pages 1 through 17. The submitted documentation was reviewed by Juan E. Collao, R.A. a• � irllAMMADE COU NOA No.: 13-042409 Expiration Date: 11104/14 J Approval Date: 10/31/13 Page 1 of 17 ROOFING SYSTEM APPROVAL a,tevoa; Roofing Sub-Catesory BUR Material: Fiberglass Deck Tvae: Wood Maximum Design Pressure: -75 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions SQecdication Descriu 'on -- GAFGLAS®#75 Base 39.3T' (1 meter) ASTM D 4601 Type Il asphalt impregnated and coated glass mat Sheet Wide base sheet. GAFGLAS® #80 Ultima' 39.37' (1 meter) ASTM D 4601 Type H asphalt impregnated and coated, fiberglass Base Sheet Wide base sheet. GAFGLAS® FlexPF 6 39.37' (1 meter) ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt Wide coating. GAFGLAS® Ply 4 39.3T'(1 meter) ASTM D 2178 Type IV asphalt impregnated glass felt with asphalt Wide crating, GAFGLAS® Mineral 39.3T'(1 meter) ASTM D 3909 Asphalt coated, glass fiber mat cap sheet surfaced Surfaced Cap Sheet Wide with mineral granules. GAFG1" EnergyCap 39.3T' (1 meter) ASTM D3909 Asphalt coated, glass fiber mat cap sheet surfaced BUR Mineral Surface wide with mineral granules with factory applied Cap Sheet EnergyCote :00090 GAFGLAV Stratavene 39.37' (1 meter) ASTM D 4897 0000.. Fiberglass base sheet coated bn b'oth sides Ah Eliminator' Perforated Wide' . 9 9 *0 ' • • • • • • asphalt Surfaced on the bgtgiptde with mineral Venting Base Sheet granules embedded in aspligla coatingwitb.factorg • • • • 0 perforations.0 •0000• 0000 . 0000. GAFGLAS® Stratavere 39.3T' (1 meter) ASTM D 4897 A nailable, fiberglass bawAU 6pregq hnd Eliminator Nailable Wide coated on both sides with 4qkWt, Surfaced, on the Venting Base Sheet .' bottom side with mineral jrannles embsddr in .d asphaltic coating.00990 Ruberoido SBS Heat 39.37' (1 meter) ASTM D 6164 9 Non -Woven Polyester mat coated with gtdymer- • Weldm Smooth Wide modified asphalt and smooth surfaced. Ruberoie SBS Heat 39.3T'(1 meter) ASTM D 6164 Non -Woven Polyester mat coated with polymer- Weldm 25 Wide modified asphalt and smooth surfaced. Ruberoid® 20 39.3T'(1 meter) ASTM D 6163 SBS modified asphalt base sheet reinforce with a Wide glass fiber mat IN P7IAMbDADE CaURITt' NOA No.: 13-0424.09 .. , Expiration Date: 1101/14 Approval Date: 10/31/13 Page 2 of 17 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 t tt a�eco Test Product Producterasions Specification Description Ruberoie Mop Smooth 39.3T(1 meter) ASTM D 6164 Non -woven polyester mat coated with polymer. wide modified asphalt and smooth surfaced FueOut' Fire Barrier 5, 55 gallons Proprietary Low VOC, water based fire barrier coating. Coating VersaShieie Fire 350 sq ft roll ASTM D 226 Non -Asphaltic Fiberglass Based Underlayment Resistant Roof Deck Protection Topcoat® Surface Seal 5 gallons ASTM D 6083 Solvent based sprayable thermoplastic rubber SB sealant designed to protect and restore aged roof surfaces and to increase a roofs reflectivity. APPROVED INSULATIONS: TABLE 2 Product Name Product Description Manufacturer EnergyGuard7 Polyiso Insulation (With ith Current NOM Polyisocyanurate foam insulation GAF EnergyGuarC RA Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuarC RN Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuadm Perlite Roof Insulation Perlite insulation board. GAF EnergyGuardTM Perlite Recover Board Perlite recover board . . GAF0. • • EnergyGuard7 RA Composite Polyiso 9 9 9 9 0 Polyisocyaminde foam insulation with high000000 GAS• • • 0 • 0 Insulation 0060 . density fiberboard or Permalite perlite 900:6* 6 insulation 9999 99990. Securock Gypsum Fiber Roof Board . 6 .9.96. ..69 • 99.99 Gypsum roof board .. LLSC Corporation ..:00 StructodeV High Density Fiber Board High density fiber board Blr4d 1�4$ a FibefBo�'d, 060.6 . 6 0 . . 9999.. 9 . 9999.. 66 9 99.0 to - NOA No.: 13-0424.09 1APPROVED',Expiration Daft: 1U04/14 Approval Date: 10/31/13 Page 3 of 17 t r APPROVED FASTENERS: TABLE 3 Ffigotr Product Product Manufacturer N m er ame Desr E90n Dimes ons With Current NOM 1. Drill -Tec"' #12 Fastener Insulation fastener for steel, various GAF wool & concrete decks. 2. DrillTech' #14 Fastener Insulation fastener for steel, various GAF wood & concrete decks. 3. Drill -Tec X14D Fastener Carbon steel extra heavy duty Various GAF fastener used in steel decks. 4. Drill -Tee ASAP 3S Drill-TecTM # 12 Fastener Various GAF with Drill-TecTm 3" Standard Steel Plate 5. Drill -Tec"° 3" Steel Plate Round galvalume stress plate 3" round GAF used with Drill-Tec"m fasteners. 6. Drill -Tec"` 3" Standard Steel Round galvalume plated steel 3" round GAF Plate stress plate with reinforced nibs for use with Drill -Tec' fasteners. 7. Drill -Tec"` AccuTrae Flat AZ -SS aluminized steel plate 3" square GAF Plate for use with Drill -Tec' # 12 Fastener, Drill -Tec" # 14 Fastener and Drill-Tec7 #15 Fastener. 8. Drill-Tec7 AccuTrae Galvalume Steel plate for use 3" square GAF Recessed Plate with Drill -Tec"` fasteners. ;000;0 0000.. 0000.. 0000.. . 0000.. 090.0. . 0000.. . 0 0 0 0 0000.. 0000 . 0000. . 00000 06,96090000 0090.0 .9.99. 0000.. .. .. 9.99 0000.. 0000 �, coin NOA Na: 13-0424.09 • EBpiration Date: 11/04/14 Approval Date: 10/31/13 .Page 4 of 17 1 T EviDENCE SuBmrrrED: Test AWncy Factory Mutual Research Corp. PRI Asphalt Technologies, Inc. IRT of S. Fl. Trinity I ERD Test Identifier Descriution J12B8A4.AM 4470 J.I.3B9Q1.AM 4470 J.I.ODOA&AM 44.70 J.I.ODIA8.AM 4470 - TAS 114 J.L OY9Q5.AM 4470 - TAS 114 3029832 4470 - TAS 114 GAF -084-02-01 ASTM D 6083 GAF -314-02-01 ASTM D 2178 GAF -315-02-01 ASTM D 2178 GAF-276-02-01Rev ASTM D 6083 GAF -276-02-02 ASTM D 226 GAF -270-02-02 ASTM D 226 02-005 TAS 114 02-014 TAS 114 66850.08.07-1 ASTM D 3909 G34140.04.11-4 ASTM D 6401 G30250.02.10 -3-R1 ASTM D 3909 634140.04.11-5 ASTM D 4897 G34140.04.11 -5 -RI ASTM D 4897 G34140.04.11-2 ASTM D 6163 07/02/97 01/08/98 07/09/99 07/29/94 04/01/98 05/11/07 05/09/06 08/23/11 08/23/11 12/16/10 11/15/10 11/15/10 01/18/02 03/22/02 08/13/07 04/25/11 11/26/12 04/25/11 10/18/13 04/25/11 •000.6 NOA No.: 13-0424.09 Expiration Date:11/04/14 Approval Date: 10/31/13 Page 5 of 17 ...... . ...... 0000•• • r • 0000•• • • •r••6• 0000 • 0000• •••••s • • 0000• •• •• •• •• ••s••• • •••••• • • • • • • 0000•• ••••00 be. 0 0 e • NOA No.: 13-0424.09 Expiration Date:11/04/14 Approval Date: 10/31/13 Page 5 of 17 Deck Type 1: Wood, Non -insulated Deck Description: 19 32" or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened All General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShicie Fire Resistant Roof Deck Protection or (optional) SecurockTM 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 Ruberoid® SBS Heat WeldTM 25 base sheet mechanically fastened to deck as described below, Fastening Options: GAFGLAS® Ply 4, GAFGLAV FlexP1yTM 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 - 45psf, See General Dation C9 GAFGLAS" Ply 4, GAFGLAS® FlexPiyTM 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill-TecTM #12 Fastener or Drill-TecTm #14 and Drill- TecTM 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 #;9 V GAFGLAS® Flex P1yTM 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 5Z5 psf, See General Limitation t7) •"• • • ...... GAFGLAS® #80 UltimaTM Base Sheet, Ruberoid®20, Ruberoie bi* Smooth; bAW Sheet ....:. attached to deck with approved 11/" annular ring shank nails and kv 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered pith %faste%I ping 010000: 9" o.c. in the center of the membrane. 0000 06:06" (Mwdmum Design Pressure—60psf, See General Limitation #7f • •': . • .: • • • • • •• •• •• •• •••••• GAFGLAS® #75 Base Sheet or any of above base sheets attached So *4 with Drill-Tedw • #12 Fastener or Drill-TecTM #14 Fastener and DrillTecTM 3" Steel Platd, DriMToO..M. • • • • • • AccuTrae Flat Plate or Drill-TecTM AccuTrae Recessed Plate Ir ore in 4 rows. One : •...: row is in the 2" side lap. The other rows are equally spaced am exnnately 9" Q•6 in the • field of the sheet. (Maximum Design Pressure -60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted DrillTecTM 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 #9 ADE=COUNW NOA No.:13-0424.09 Expiration Date. 11104/14 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. Dn11 Tedm AccuTrae Flat Plate or Drill-TecTm AccuTrac® 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. (Ma7d=m Design Pressure —75 psf, See General Limitation #;9 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 lbsJsq. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS' EnergyCeom BUR Mineral Surfaced Cap Sheet adhered m 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 lbsJsq and 300 lbsJsq. respectively in a flood coat of vroved asphalt at 60 IbsJsq. Maximum Design 2. Topcoat Surface Seal SB applied at Ito 1.5 galJsq. Pressure: See Fastening Above NOA No.: 13-0424.09 Expiration Date. 11/04/14 Approval Date: 10/31/13 Page 16 of 17 0000.. 0000.. 0000.. •0000• . .44..• 0000.. 0000 0000. 0000 . 0000. 0 00000 .. .. 00 .• ..0000 . 0000.. . 0 . . . . 0040.6 ..0000 0 . .0.00. .. . .000 . . 0000 NOA No.: 13-0424.09 Expiration Date. 11/04/14 Approval Date: 10/31/13 Page 16 of 17 C WOOD DECK SYSTEM LIMITATIONS: I A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® Flex PIyTM 6 when used as a mechanically fastened base or anchor sheet 2. Minimum 1/4" Dens DeckTm Roof Board or V2 Type X gypsum board is acceptable to be installed directly over the wood deck GENERAL LBUTATIONS: 1. 2- 3. 4. 5. 6. 7. 8. 9. 10. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer All standard panel sizes are acceptable for mechanical attachment When applied in approved asphalt, panel size shall be 4' x 4' maximum An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 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 psf. 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 2751b£ insulation attachment shall not be acceptable. Fastener spacing for mechanical attachment of snchor/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 resistanuMme taken from Testing Application Standards TAS 105 and calculations in compliance with RoofingApplication 0***:* Standard RAS 117. • • • Perimeter and comer areas shall 1 with the enhanced quir entg•� f se areas. Fastener • • • comply uplift pressure re erne densities shall be increased for both insulation and base sheet as calculated in compliance vvithlr poftAgpp��licati 0 ° ° ° Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered e9p fessio� Engineer,•: • • • Registered Architect, or Registered Roof Consultant (When this limitation is speciflCap refo'►-ad yvit W.• this NOA, General Limitation #9 will not be applicable.) • • • • • • • • • • • • : • All allachmmt and sizing of perimeter milers, metal profile, and/or flashing termination shall ponferm to ....:. Roofing Application Standard RAS 111 and applicable wind load requirements. • • • • • • The maximum designed pressure limitation listed shall be applicable to all roof pressure zone's C.e. field,° • • • : • • • • perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced f&ltftng at enhanced pressure canes (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Cale. I DO ttn�,oecau�rr�r ' NOA No.: 13-0424.09 Expiration Date'. MOWN Approval Date: 10/31113 Page 17 of 17 TGFU.R1306 - Roofing, Systems T6FU"R1306 Roofing Systems I Roofing Systems See General Information for Roofing Systems BUILDING MATERIALS CORP OF AMERICA, DSA GAF 1361 ALPS RD WAYNE, NJ 07470 USA Page 1 of S6 81306 "Rubemld@ 20" or "Ruberoid@ 20 Kr or "Ruberoid@ Modified Base Sheet° may be utilized as an alternate to Type 62 base sheets in any of the following Classifications. 1/2 -in. thick (mirHmum) gypsum board or 1/4 -In, thick (minimum) Georgia-Pacific Gypsum LLC °DensDeck@ Roofboard,° °DensDedc Prime@ Roofboard" or "DensDeck Du aGuardTM Roofboard° may be used in any existing noncombustible deck Classification. When this Is done, the resulting roofing system Is acceptable for use over combustible (15/32 -in. thick minimum) roof decks. However, the butt joints in the gypsum board and Georgia-Pacific Gypsum LLC -Den eck@ Roofboard," °DensDedc Prime@ Roofboard" or "DensDeck DuraGuard'" Roofboard° are to offset a minimum of 6 -In. with the butt joints In the roof deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Multiple plies of "GAFGLAS@ Ply 4" or'Tri-Ply@ Ply 4" or "Tri -Ply® Ply 6° may be adhered to Georgia-Pacific Gypsum LLC °DensDedc @ Roofboard,° °DensDeck Prime@ Roofboard° or °DensDeck DuraGuard'" Roofboard° in hot roofing asphalt. "EnergyGuard" Ultra* Is an acceptable alternate to "EnergyGuard*"4 RF" In any applicable Classification. "GAF Stratavernt@ Efirrdnator'" Venting Base Sheet (Naliable)" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. "GAFGLAS@ Perltte Insulation" may be utilized as a cover board over "EnergyGuardTM RF" Insulation In any of the following systems. Unless otherwise indicated, the roof Insulation is mechanically fastened, adhered with hot mopping asphalt or UL Classified urethane insulation adhesive. Polystyrene referenced in any of the following Classifications Include "EnergyGuarda' EPS Insulation". Unless otherwise indicated, all insulations may be adhered with any UL Classified Insulation Adhesive per the manufacturer's InstaVation• Instructions (excluding LRF Adhesive 0) in any applicable Non -Combustible Roof Deck Classifications. • • • • • • • • • • • • • References to glass fiber insulation include °EnergyGuard Fiberglass Insulation". • • • • • • • 669.06 0 6666•• • ••9969 • :0000:°EnergyGuard'" Tapered' is an acceptable alternate to °EnergyGuard'"" In any applicable Classification. 096• • • • • • • 6x696• ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT • • • • • • • � • • 6 966.66 • • •669• 6 6 6 6 6 Type G2 asphalt glass mat base sheet ("GAFGLAS@ #75 Base Sheet or "Tri -Ply@ #75 Base Sheet", or "GAFGLASV*WULTIMA") %% siAtable ' • "; • alternate for Type Gi asphalt glass fiber ply sheet (°GAFGLAS@ Ply 4" or °Tri -Ply@ Ply 4°, or "GAFGLAS@ Ply 6") IRtimSlass A, B or Gmwf • systems Indicated below. i 6 i • • 000000 •06096 • • 0 6 0 The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet 'GAF Stratevent® �j Nn§Wm Vent(►� se • • • • • • Sheet (Perforated)" or "GAF Stnatavent@ EUmtnator"' Venting Base Sheet (Nailable)." Perforated base sheets to be loge laid or fully adhered wd • hot roofing asphalt and nallabie base sheets are to be mechanically attached granule side down. *see As an option Type G2 asphalt glass mat base sheet ("GAFGLAS@ #75 Base Sheet" or °Tri -Ply@ #75 Base Sheet or "GAFGLAS@ #80 ULTIMA° or "GAF Stratavent@ EliminatBr'" Venting Base Sheet (Nallabte)" may be substituted fur Type G1 asphalt glass fiber ply sheet ("GAFGLAS@ Ply 4" or 'ri-Ply@ Ply 4' or "GAFGLAS@ Ply 6") as the nalled base ply In the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. "GAFGLAS@ Flashing" or "Ruberotd@" may be used for flashing in any of the Class A, B or C systems listed below. When "perlite" Is referenced, this includes °GAFTEMP PERMALITE@" or any other UL 0assifted periite insulation. Httn-//datahacP nl rAm/r. i-hin/XW/template/LISEXT/1FRAMFJshowpage.html?name=T... 2/21/2014 TGFU.R1306 - Roofing Systems rage z of t) " Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck In the following Class A, B or C systems listed over C-15/32 of NC. The use of gypsum board under any of the following Gass A, B or C systems does not adversely affect the rating. The use of'h-In. minimum thick gypsum board is an acceptable alternate for rrdnimum insulation over C-15/32 thick roof decks. The use of polystyrene insulation board between minimum 114 -in. thick pedite board and deck with rosin paper (pedite/rosin paper/polystyrene/periite) is a suitable alternate for polyisocyanurate board in the foilowing Class A, B or C systems. °EnergyGuardm RA" or 'Tapered EnergyGuardm RA" or °EnergyGuard' Composite RA" may be substituted for any Atlas Roofing Corp_ polyisocyanurate 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 Sheer may be used In any of the following systems. "GAFGLAS@ Flex Ply 6" and 'Tri -Ply® Ultra -Flexible Ply 6" are suitable alternates to 'GAFGLAS@ Ply 6". "GAFTEMP Permallte Recover Board" may be used to 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 'TOPCOAT® Fireshield MB" at 2% to 3-gal/100-ftp. °Ruberofd@ Dual Smooth° may be used as an alternate to "Ruberold@ Mop Smooth* or "Ruberoid@ 20" or "Ruberoid@ 20 HT" "Ruberoldo Mop Smooth 1.5" may be used as an alternate to "Ruberold@ Mop Smooth" Class A, B 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 "Ruberofd@ Mop° SBS products in any appikable Classification. 1. Deck C-15/32 Incifne: 3 Class A Insulation (Optional): — One or more layers periite or wood fiber or glass fiber or poly%ocyanurate or urethane or perlite/polyisotyanurate composite or periite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, asy thickness. Pty She — Three or more plies Type G1 or "GAFGLAS@ Ply 4" or `Tri -Ply@ Ply 4" or "GAFGLAS@ Ply 6 ,hot nippped. : • • • • • • • • • • • Surfachm: — Gravel. • • • • 2. Deck; C-15/32 incline: 2 •• • • 0000•• •00.00 • • •0.000 • •••• • • Insulation (Optional): — One or more layers perUte or wood fiber or glass fiber or polyisocyanurate or ufawbr *00004 periite/polylsocyanurate composite or periite/urethane composite or wood filer/poiyisocyanurate comps or phenolic, any thickness. Ply Sheeta — Three or more piles Type G1 or "GAFGLAS@ Ply 4" or 'Tri -Ply® Ply 4" or "GAFGLAS@ Ply 6°! • • • • • • • Cap Shaft — One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri -Ply@ Mineral Surfaced Cap Ned " or °C;A6GIl1� EnergyCapTM BUR Mineral Surfaced Cap Sheet" 0000•• • 3. Decic NC Incline: 2 0000•• 00* •••• Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, polyisocyanurate, urethane, perlite/polyisoGya"te composite, perifte/urethane composite, wood fiber/polyisocyanurate composite, phenolic, 2 -In. maximum. Ply Sheet: — Two or more plies Type GI "GAFGLAS@ Ply 4°, 'Tri -Ply@ Ply 4" or °GAFGLASO Ply 6°. Cap Sheett — One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet' or °Tri -Ply@ Mineral Surfaced Cap Sheet, or %AFGLAS@ EnergyCap° BUR Mineral Surfaced Cap Sheet:" 4. Deck C-15/32 Incline* 1 Slip Sheet (Optional): — Red rosin paper, nailed to deck. Insulation (Optional): — Any thickness perilte or wood fiber or glass fiber or polyisocyranunate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified Insulation adhesive. Base Stem — One ply Type 62 "GAFGLAS@ #75 Base Sheet" or "Tri -Ply® #75 Base Sheet (may be naffed). Ply Sheet: — One or more plies Type GI "GAFGLAS@ Ply 4" or "Tri -Ply® Ply 4" or GAFGLAS@ Ply 60. Cap Sheep — One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet' or "Tut -Ply@ Mineral Surfaced Cap Sheet" or "GAFGLAS@ • 0000•• 0.000• 0.000 0000• 0000•• • • • 0000•• 0000•• httnJ/database.ul.com/c2i-bin/XYV/Wm hde/LISEX`T/iFRAME/showme.html?name=T... 2/21/2014 I lir UA I J Ufa - Kootmg, systems EnergyCap- BUR Mineral Surfaced Cap Sheet - Surfacing (Optional): — ""TOPCOAT® EnergyCote' Elastomeric Coating" applied at a rate of 2-9al/10040. S' DeclC NC Inclh►e: 3 Page 3 of J6 Base Sheet: — One pry Type G2 "GAFGLAS@ #75 Base Sheet" or "Trl-Ply@ #75 Base Sheet°. Ply Sheet: — One or more piles Type GI "GAFGLASO 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 "GAFGLASO EnergyCapl BUR Mineral Surfaced Cap Sheet" 6. Deck: C-15/32 Incline: 2 Insulation: — One or more layers perlite, glass fiber, polylsocyanurate, urethane, perlite/polyisocyanurate composite, periite/urethane composite, phenolic, 1 in. minimum (offset a minimum of 6-4n. from plywood deck joints). Sass Sheet — One or more piles Type Gi or Type G2 or Type G3. Membrane: — One or more piles "Ruberoid@ Torch Smooth" or "Ruberoid@ Torch Granule" or "Ruberold@ Torch Granule Pius" or "Ruberofd@ Mop Smooth" or "Ruberoid@ Mop Smooth 1.5" or "Ruberold@ Mop Smooth Plus" or "Ruberoid@ Mop Granule" or "Ruberotd@ Mop Plus Granule" or "ROOPMatch" SBS Modified Granular" or "Tri -Ply@ SBS Modify Bitumen Membrane" or "ROOFMatchr APP Modified Granular" or `Trl-Ply@ TP -4G" or "Tri -Ply@ TP -4" or "RuberoldS Dual Smooth". Cap Sheet — Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or `Tri -Ply@ Mineral Surfaced Cap Sheet"or "GAFGLASS EnergyCap," BUR Mineral Surfaced Cap Sheet° fully adhered with hot roofing asphalt. C7. DedC C-15/32 Irrclirte: 2 Insulation (Optional): — One or more layers per lte or wood fiber or glass fiber or polylsocyanurate or urethane or perlite/polylsocyanurate composite or perilte/urethane composite or wood fiber/polylsocyanurate composite or phenolic, any thickness. Bass Sheet — Two or more plies Type G2 or Type G3. Pty Sheet (optional): — One or more plies Type Gi. Membrane: — One or more plies "Ruberoid@ Torch Smooth" or "Ruberotd@ Torch Granule" or "Ruberoid@ Torch Granule Plus" or "Rubemld@ Mop Smooth" or "Rubemld@ Mop Smooth 1S" or "Ruberotd@ Mop Smooth Plus" or "Ruberofd@ Mop Granule" or "Ruberoid@ Mop Plus Granule" or "ROOFMatch' SBS Modified Granular" or "Tri -Ply@ SBS Modified Bitumen Membrane" or "ROOFMatchTM APP Modified Granular" or "Tri -Ply® TP -4G" or "Tri -Ply@ TP -4" or "RuberoWO Dual Smooth". Cap Sheet — Type G3 "GAFGLAS@ Mineral Surfaced Cap Shot" or "Tri -Ply@ Mineral Surfaced Cap Sheet" or "GAFGLAS@ EnergyCAPTM BUR Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt 8. Deck: NC Incline: 2 Emulation (Optional): — Pedite or glass fiber or polylsocyanurate or wood fiber or mechanically fastened, any thickness. Base Sheet — One or more plies Type G2, "GAFGLASO #75 Base Sheet" or "Tri-Piy@ #75 Base Sheet". Pgi Sheet — One or more plies Type G1 "GAFGLAS@ Ply 4" or "Tri -Ply@ Ply 4" or "GAFGLAS@ Ply 6". Cap Sheer — Type G3 "GAFGLASO Mineral Surfaced Cap Sheet" or "Tri -Ply@ Mineral Surfaced Cap Sheet" or GAFGLAS@ EnergyCapTM BUR Mineral Surfaced Cap Sheet` fully adhered with hot roofing asphalt Surfacing: —'OPCOAT@ Fireshield MB" applied at 2% to 3.0-gal./100-ft2. 9. Decic C-15/32 Incillm. 1 • 0000•• 0000•• Insulation (Optional): — One or more layers per tte or wood fiber or glass fiber or polylsocyanurate or urM1Q*E kir • perlite/polyisocyanurate composite or perllte/urethane composite or wood fiber/polyisotyanurate compos[tev&"dMlic, any thhftess. Ply Sheet — Three or more plies Type G1 'GAFGLAS@ Ply 4" or "TN -Paye Ply 4" or "GAFGLASO Ply 6". • • • • • • Cap Sheet — "GASFGiAS@ EnergyCapTM BUR Mineral Surfaced Cap Sheet". • • • • • • • • 0000 • 10. Deda NC 00.00• • • •• •• •• •• 0000•• • Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or ur&harre perlite/polylsocyanurate composite or perlite/urethane composite or wood fiber/polyisooyanurste composite or phenolic, 2-la.4mamireum. Ply Sheet — Two or more plies Type G1 "GAFGLAS@ Ply 4" or "Tri-Piy@ Ply 4" or "GAFGLASO Ply 61. Cap Sheet: — "GASFGLASS EnergyCap•" BUR Mineral Surfaced Cap Sheet". • • • • • • • • 0000 11. Decla NC Incline: 2 Base Sheet — One ply Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri -Ply@ #75 Base Sheet". Ply Sheet — One or more plies Type G1 "GAFGLASO Ply 4" or "Tri -Ply@ Ply 4" or "GAFGLASO Ply 6". Cap Sheet — "GASFGLAS@ EnergyCapx" BUR Mineral Surfaced Cap Sheet". 12. Deck: C-15/32 Incline: i Insulation: — One or more layers perifte or glass fiber or polylsocyanurate or urethane or perlite/polylsocyanurate composite or perlWurethane composite or phenolic, 1-1n. minimum (insulation joints offset a minimum of 6-1n. from plywood deck joints). Base Sheet — One or more plies Type GI "GAFGLASO Ply 4" or "Tri -Ply@ Ply 4" or "GAFGLASO Pty 6" or Type G2 "GAFGLASO #75 Base Sheet" or "Tri -Pty@ #75 Base Sheet" or Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet° or "Tri -Ply@ Mineral Surfaced Cap Sheet". 0000•• • • • 0000•• 0000•• 0000♦ • 0000• 0000•• • • • •000.0 •••••• • htm_//database.ul.com/cei-bin/XYV/template/LISEXT/1FRAME/showmgeldml?name=T... 2/21/2014 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy 3M Company 3M Center Building 0220-05-E-06 St. Paul, MN. 55144-1000 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to 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. :00*:* TERMINATION of this NOA will occur after the expiration date or if there has been �.r.GviSion o�Chatige in..;. materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endazeLmnt of any product, for • • sales, advertising or any other purposes shall automatically terminate this NOA. Failure to aosxply with �nY e ctioneof • this NOA shall be cause for termination and removal of NOA. • • • • 00:000 ...... . . ..... ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, FTdi:3k and foil'o ed by Me expiration date may be displayed in advertising literature. If any portion of the NOA is dis$fayed- then it shall be do•%e• • ; • in its entirety. • • • • • • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request {of the Building Official. This NOA revises NOA 13-0502.02 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3Mrm 2 -Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using 2 -Component Foam Roof Tile Adhesive AH -160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3Mrm 2 -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 PRODUCTS MANUFACTURED BY OTHERS: Dispensing Equipment Dispensing Equipment 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. MANUFACTURING LOCATION: 1. 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. NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 2 of 11 ...... ...... . ...... Test Results • • • • • • ASTM D 1622 1.6 lbs./ft.3 000000 066*9 • • • • • ASTM D 1621 18 PSI Parallel to rise 00:00: • 66904 12 PSI Perpendicular to rise' " . " " 8696:9 ASTM D 1623 28 PSI Parallel to rise :00:0: 0 0 • ASTM D 2127 0.08 LbsJFe 0 *sees: ASTM E 96 3.1 Perm / Inch ' ' • • • • • • • ASTM D 2126 +0.07% Volume Change @ -40° F., 2 weeAs +6.0% Volume Change @1580F., 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. NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 2 of 11 I EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Renort 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[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 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 43/62P99 520109-2-1 .... • • • ...... . ...... LIMITATIONS: • • •' • • • 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile AssexAbl}G fdr fire im.' ..... 2. 3Nr 2 -Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, 189 TUgh tidy profiles. ""' • .. . kA.L120. .. .. ...... 3. Minimum underlayment shall be in compliance with the Roofing Application Standard .' 4. Roof Tile manufactures acquiring acceptance for the use of BC . 2 -Component Foam koof 'file Adhasiva AH-" . "" 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101:00 • • e • � • • • • 5. All products listed herein shall have a quality assurance audit in • • accordance with the Florida Builk h Code and Rule 61 G20-3 of the Florida Administrative Code. I NOA No.: 14-0805.01 MIAM4DADE COUNTY Expiration Date: 05/10/17 APPROVEDI Approval Date: 09/04/14 Page 3 of 11 INSTALLATION: 1. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 maybe used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of 3MTM 2 -Component Foam Roof Tile Adhesive AH - 160. 2. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MTM 2 -Component Foam Roof Tile Adhesive AH - 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator' approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0 (B). 6. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF1000 or ProPack® 30 & 100 dispensing equipment only. 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 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. •099.0 NOA No.: 14-0805.01 MIAMI•DADE COUNTY Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 4 of 11 ...... . ....% 0000•• • • 0000• • • • 6 • •• •• •• •• 0000•• • 966••6 • • • • s • 0000•• 0000•• • • • •0006• 0000 • NOA No.: 14-0805.01 MIAMI•DADE COUNTY Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course - Flat, Low, High All Eave Course 17-23 sq. inches 45-65 Profiles Flat, Low, High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 1244 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq. inches at overlap Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal 17 grams per bead edge) 20-25 sq. inches each bead Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan 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. BUILDING PERMIT REQUIItEMENT5: • As required by the Building Official or applicable building code in order to properly evaluatg the. bptalladon of this •• • • • system. :00*** .0006• • •66.6• • • •060.0 •••• 0000 •0.0• 0000•• • • • 0000•• 0000•• NOA No.: 14-0805.01 JAPPROVMwMMDADL EDI Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 s� y rulri d6, ky d , '� AC1'�'r`:---� �`°`��' ,--"'.e'er'^ ~~-. `�`•�.�,"-"�,�`�•__� �� 7�®t," a, �4 Vie"`+, r'=`-•� •�a''�-� �' C NO oft"S% plaf *N, =;. �. ri i z �, WiL tir] FlatlLow 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 closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm) — 23 (148.4 cm) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 nun) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm) — 23 (148.4 cm) square inch adhesive contact with the underside of the tile. 00•••6 • • • 0000•• High Profile / Single Pan Tide... : • • •' • .. • •:. • 60.006 6666.. 1. Starting at the eave cowpv, apply a %qAj ,W 2" • • (50.8 mm) x 10" (254 nut) V 1" (2511 mm) foam• •; • •, paddy onto the underlay►r &Af;ositioned.as showfi• under the pan portion oft *h le closest to the • • overlock of the file being set. ; • •. •; • 0000•• 2. Continue in same mannheMsilre appro4wately W • •: (109.7 cm) — 23 (148.4 cm) squareineh adhesive contact with the underside of the tile. NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 w8t* { asllta me+le NMY tr4meah 1 IM K 1� s eX f r Flat/Low Profile Tile Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the file being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm2) -12 (77.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 0000.. ...... 2. At the second course, appl;"miniMUnG"U f Q -8mm) x 7" (177.8 mm) x 1" (25.4MajToam Paddy onto Old•••' underlayment positioned a3'MM under th'e pan :....: portion of the tile closest.te Me werloct. -of+t a tile : .... being set. . • • 0000.. . 0000. .. 0000 0000 000000 3. Continue in same manner. "aweeapproximately 12" . (77.4 cm2) -14 (90.3 cm2)square inch :* ft e • • •+: • contact with the undersidepf tbexile. '. 0000.. 0000 (Instructions continued on next page) NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 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 pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm) -19 (122.6 cm) square inch adhesive contact with the underside of the tile. •000.6 o s • 0000•• 0000•• • 0000•• • 0000•• • 0000•• • • • 0000 • • • • • s 0000•• 0000 • 0000• 0000•• • • 0000• •• •• •• •• 0000•• • 0000•• • • • • • • 0000•• 0000•• • • • 0000•• •• • 0000 • • NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 e r pad# mta�p�t� r"•,'� dy an 2X4 .On • ry� 10 a PlaVL&w PM l TM NtM= PmfileTtle 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" (10 1.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 inZ (109.7-148.4 cm2) of adhesive contact with the underside of the tile 2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x V (25.4 nun) foam paddy onto the underlayment just below the second course line positioned foam paddy under the strengthening rib for flat tile, or under the pan portion of the tile, closest to the underlock for the second course tile to be installed. Insure approximately 8-9 inZ (51.6-58.1 cm) of adhesive contact with the underside of the tile. (Instructions continued on next page) •000.0 • .00.0.0 •• • . . • sees** • •••00• • 000090 000000 • . • 0000.. 0000 • • 0000•• • • • •• sees.: goes*so • see••• • • • • • • •0000• •• • 0000 • • 00*0 NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) 1"i6D � 5�t�ePyrmd�ffiQ (whmmired} RaddyJbKWEM tOW) BanMS 'timnftrenej CM s=4UL s:4 �. tDP � '- Fare -fasda Weq*dLe to €n sin. Fam dvsee OAP Proii3elVe 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x W (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm2) -11 (71cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm2) - 9 (58.1 cm2) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. NOA No.: 14-0805.01 MIAM4DAD; COUNTY Expiration Date: 05/10/17 JAPPRVEDI Approval Date: 09/04/14 Page 10 of 11 0000.0 0000•• • 0000•• • 0000•• • 0000•• • • • 0000•• 0000 • • • • • • •6060• 0000 • 00000 •••0000• • • •6•00 •• •• 0000 00.66•• • 0000•• • • • • • • ••000• ••00.00• • 00 • • • 000 0 000•• •• • 0000 • • • •0 • • NOA No.: 14-0805.01 MIAM4DAD; COUNTY Expiration Date: 05/10/17 JAPPRVEDI Approval Date: 09/04/14 Page 10 of 11 1)Place enough adhesive to achieve 65 to 70 a In contact withthe pan file. 2) Turn coven upside down. Place adhesive In to 1 M.from outside edge of cover dle. Then Install tile.lUmm 20toi 25 wl.1mcontastarel. l Ithrderlaymerrt (motor shown) ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Sip Pitch appltcafions (when re*dred) Remove top porfian of the am course cwm d e.Alwtto second course of pan Sea. Ensure ears end of pan and cam areflosh at ewe liar. Two Piece Barrel- High Profile Tile 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 mm) 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 file course. Insure a minimum of 20 (129 cm) - 25 (161.3 cm) square inch contact area on each side of the cover file to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover till, Re: considered optional. ; .0. 0000.. 5. When additional nailing''is required, 2" (50.8 mm) x 4" (101.6 mm) V tUfrs or 4 tie wire • • • • " system using galvanifeA sYdinless t8d1' br copper wire and compati le nails may ba used.- 00 .. 00 00 000006 END OF THIS ACCEPTANCE 0000.. • 0000.. . . ..0000 00 0 0000 • 0 NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 11 of 11 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: Barcelona 900 Concrete 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 teen go 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 m the • • • •' • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endbMeMent of anj producf, ....: for sales, advertising or any other purposes shall automatically terminate this NOA. Failure10 comply witiaay • section of this NOA shall be cause for termination and removal of NOA. • • • • • • • ; • • .. .. .. .. ...... ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Flaiida,.and followed by the • expiration date maybe displayed in advertising literature. If any portion of the NOA isodisplayed, tbpgj,shall be • • • • done in its entirety. Soo 0• .. . .... 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#07-0220.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0222.02 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 1 of 7 MIAMI -DARE 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.gov/para Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 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: Barcelona 900 Concrete 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 teen go 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 m the • • • •' • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endbMeMent of anj producf, ....: for sales, advertising or any other purposes shall automatically terminate this NOA. Failure10 comply witiaay • section of this NOA shall be cause for termination and removal of NOA. • • • • • • • ; • • .. .. .. .. ...... ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Flaiida,.and followed by the • expiration date maybe displayed in advertising literature. If any portion of the NOA isodisplayed, tbpgj,shall be • • • • done in its entirety. Soo 0• .. . .... 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#07-0220.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0222.02 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category Roofing Sub -Category: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This NOA approves a system using Barcelona 900 Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL. and described 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 the installation section herein. The attachment calculations shall be done as a moment based system.. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Barcelona 900 1= 17" TAS 112 High profile, interlocking, one-piece, 'S' Test Agency w =13" 0000.. 0 Test Name/Report 0.0 • Date • shaped, high-pressure extruded concrete roof Redland Technologies 1� %2" thick Dec.: Static Uplift Testing.:*:: Dec. 991 P.. � tile equipped with three nail holes. For direct Appendix III TAS 102 & TAS 102(A�:..' .0'.: deck or battened nail -on, mechanically Redland Technologies 7161-03 Wind Tunnel Testing:'':': Dec. 1991 fastened, mortar set or adhesive set Appendix II TAS 108(Nail-On) : ... ;. applications. Trim Pieces Length: varies TAS -112 Accessory trim, boosted Barcelona, concrete Width: varies Testing of screw vs. smooth Does roof pieces for use at hips, rakes, ridges and varying thickness shank nails valley terminations manufactured for each file Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 profile. 2.1 MANUFACTURING LOCATION 2.1.1. Lake Wales, FL. . . • • • • • 0000:0 000000 0 . 2.2 SUBMITTED EVIDENCE. •Y ..• • . 0000.. Test Agency Test Identifier 0000.. 0 Test Name/Report 0.0 • Date • 0000 Redland Technologies 1� 7161-03 Dec.: Static Uplift Testing.:*:: Dec. 991 P.. � 0000. 00:00' Appendix III TAS 102 & TAS 102(A�:..' .0'.: Redland Technologies 7161-03 Wind Tunnel Testing:'':': Dec. 1991 �• Appendix II TAS 108(Nail-On) : ... ;. ••0000 Redland Technologies P0402 O • Withdrawal Resistance • • Sept. 199' • • Testing of screw vs. smooth Does shank nails Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108 (Nail -On) NOA No.: 12-0222.02 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 2 of 7 I Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) Professional Service Industries, IC -1320-94 Physical Properties Feb. 1995 Inc. TAS 112 The Center for Applied 25-7688-3 TAS 101 (Adhesive Set) June 1996 Engineering, Inc. 25-7688-10 TAS 101 (Mortar Set) July 1996 The Center for Applied 25-7688-5 Static Uplift Testing June 1996 Engineering, Inc. TAS 102 (3" Headlap, Nails, Direct Deck, New Construction) The Center for Applied 25-7688-4 Static Uplift Testing June 1996 Engineering, Inc. TAS 102 (4" Headlap, Nails, Clips) Celotex Corporation 520111-3 Static Uplift Testing Dec. 1998 Testing Services 520191-2-1 TAS 101 March 1999 Walker Engineering, Inc. Calculations Aerodynamic Multiplier March 1999 Walker Engineering, Inc. Calculations Two Patty Adhesive Set April 1999 System Walker Engineering, Inc. Evaluation 25-7183 March 1995 Calculations Walker Engineering, Inc. Evaluation 25-7094 February 1996 Calculations Walker Engineering, Inc. Evaluation 25-7496 April 1996 Calculations Walker Engineering, Inc. Evaluation 25-7584 December 1996 Calculations 25-7804b-8 25-7804-4 & 5 25-7848-6 Walker Engineering, Inc. Evaluation Restoring Moments Due to • • Calculations Gravity •Febru4y*2M .... ' Nutting Engineers 122 TAS 112 "' 0660•. :' 7anua?y 2007 • Osseo: 6666.. 6666.. 0060 • • Y . •6600• • • 0000 • 0000• 90.00• • • 00600 •• •• 00000 0666 • • • • • • • • • • • •0000• • • • • • • a 0000• • •06.0• NOA No.: 12-0222.02 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 3 of 7 I 3. LUIITATIONS 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 underlayments 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 the applicable Building Code. 4. INSTALLATION 4.1 Barcelona 900 Concrete Roof Tile 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) Barcelona 900 11.5 1.417 1.08 Table 2: Aerodynamic Multipliers - 1 (ft) Tile Profile '% (ft) Batten Application x (ft) Direct Deck Application Barcelona 900 0.289 0.313 Table 3: Restoring Moments due to Gravity - Mg (ft4bf) 0 0 0 . • . 00*1 goo.., Tile Profile 2":12" 3":12" 4'•:121' 5":12" 610;1a" ; 0 0 0.0. . T':a2" or .' VVater Barcelona Battens Direct Battens Direct Battens Direct Battens Direct Battens" Tri ect Battens Dire 900 Deck Deck Deck Deck . 'Nek :.0 0: Deck 7.28 8.13 7.21 8.05 7.10 7.93 6.96 7.78 6.79'71-1— 1 NOA No.: 12-0222.02 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 4 of 7 0000.. 0000.. 0000.. Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Barcelona 900 2-10d Ring Shank Nails 28.6 41.2 19.4 4 Medium paddy placement of 24grams of Pol ProTm. 1-10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2-10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 .#8 Screw 20.7 20.7 18.1 2 48 Screws 43.2 43.2 29.8 1-10d Smooth or Screw Shank Nail Field Clip) 23.1 23.1 19.0 1-10d Smooth or Screw Shank Nail Eave Clip) 29.3 29.3 24.0 2-10d Smooth or Screw Shank Nails Field Clip) 27.6 27.6 38.6 2-10d Smooth or Screw Shank Nails Eave Clip) 38.1 38.1 41.8 Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Barcelona 900 Adhesive 29.3 1 See manufactures component approval for installation requirements. 2 Dow Chemical TileBond Average weight per patty 10.7 grams. Polyfoam Produ4 Inc. Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Aftach mebt :L�Psljtanc�je • Barcelona 900 Polyfoarn Pol ProTAA • • • • 86.5 • Polyfoarn Pol ProTm *60638jr• 3 Large paddy placement of 6 rams of Pol ProTm. 1,60000 • • 4 Medium paddy placement of 24grams of Pol ProTm. 0000 • 6966.. Table 7: Attachment Resistance Expressed as a Moment - M#rft-lbf) • 6 • • for Mortar Set Systems 6 Tile Tile Atlachrgent • Profile Application ReSiStalhce ;.09 *see Barcelona 900 Mortar Set 24.55 5. Tile-TOe Roof Tile Mortar NOA No.: 12-0222.02 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 5 of 7 6666.. 6666.. 6666.. 6666. 6666. 6666.. s 6666.. 6666.. e 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved". LABEL FOR BARCELONA 900 TILE (LAKE WALES FL PLANT 2) LOCATED UNDERNEATH 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. NOA No.: 12-0222.02 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 6 of 7 *sees* • a 00 see: sees.• sees • e • • • a ee•••• e e • • • •• •• •• •• sees•• • see••• •• • • • e 00.0.0 • • • • e0000 sees NOA No.: 12-0222.02 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 6 of 7 A 4 c m a PROFILE DRAWING BARCELONA 900 CONCRETE ROOF TILE END OF THIS ACCEPTANCE 5/8' .060.6 NOA No.: 12-0222.02 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 7 of 7 00.0.0 .. .6.66• • ••6.0. . 00.00. 0000.. 0 0000.. 0000 v 0000.. 0000 0000., Y••.0• • • 0000• •. •• •• .• 0000.• • 0000•• • • • • • •0000• 0• 000• • • • . . • • • • •0000• 08 000 0 NOA No.: 12-0222.02 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 7 of 7 SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained 1. Aesthefts-Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2 Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., ouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be performed. 4` Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed m beIow. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause wat r to pond (accumulate) in low-lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident urutbl the original roofing system is removed. Pounding conditions should be corrected. 6. R Overflow scuppers (wall outlets): It is required that rWnwater flows off so that the roof is not overload from a buildup of water. Perimetededge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7.Ventilation: Most roof structures should have some ability to vent natural airflow through the i dor of structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to co sid additional venting which can result in extending the service life of the Jroof. ent's Signature Contractor !an Date I Revised on MOM LD