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RF-06-2500Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/16/2007 Inspector: Grande, Claudio Owner: KAREN LANGHAUSER, MICHEAL owl Iru Job Address: 1291 I 96 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: DESIGN HOME REMODELING CORP Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - Repair Phone Number Parcel Number 1132060143760 Lot: Phone: 305 - 949 -2627 Building Department Comments TILE TO TILE COLOR THRU [BAR 1 9 ay Passed �► 6 Inspector Co ments "- Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Thursday, March 15, 2007 Page 1 of 2 .1-1 CONSIV7AV MAWS, INC. A -1 CONSULTING ENGINEERS, INC ROOF STRUCTURES CONSULTING ■ `-'-z 1 ON SITE CONCENTRATED UPLIFT LOAD TESTING ROOF TILE IN ACCORDANCE WITH METRO -DADE BUILDING CODE COMPLIANCE TAS No. 106 ROOF PROBLEMS ? ?? UPLIFT TEST EXPERTS SITE SPECIFIC INFORMATION Owner's Name: Job Address: 2 Permit #: Roofing Contractor: ,7S' /7.. 'e 2' Type of Tile: ,44//S L (5' /7 Approximate Roof Height /2° 20 feet Roof Pitch: 3 °/Z Type of Access to Roof: a Scaffolds Approximate Square Footage of Roof: 8 Z ft 2 Required Testing Force: 35 lbs. Testing Equipment: Date Tested: 2 47 /7 Date installed: Ladder Other F.G.E. 100 TEST LOCATION UPLIFT PULL TEST PEST LOCATION UPLIFT PULL TEST TEST LOCATIO+ UPLIFT PULL TEST ST LOCAT1Ok UPLIFT PULL TEST TEST LOCATIO! UPLIFT PULL TEST TEST LOCATION UPLIFT PULL TEST 1 174aq 26 27 PSI 51 52' P4.8 5 Pta 76 101 102 126 127 2 3 28 53 T 78 103 128 4 29 54 79 104 129 5 30 55 80 105 130 6 31 56 81 \ 106 131 7 32 57 1 1 82 107 1 8 33 58 83 108 33 9 34 59 84 \ 109 / 134 10 35 60 / 85 0 / 135 11 36 61 / 86 11 136 12 37 62 87 112 ! 137 13 38 63 / 88 113 ' 138 14 39 64 89 114 ' 139 15 40 65 1 90 115 140 16 41 66 / 91 / 6 141 17 42 67 92 / 117 142 18 43 68 / 93 / 118 43 19 44 69 94 / 119 1 . 20 45 70 Y 95 / 120 145 21 46 71 96 121 146 22 47 72 1 97 122 147 23 48 73 98 123 148 24 49 74 9' 124 149 25 50 Aik3 75 ' 1 100 125 150 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUAL TY CONTROL TEST. THIS TAS 106 TEST HAS B N PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. THIS REPORT SUB BY: Remberto Cont era P.E. P.E. # 21522 A -1 CONSULTING ENGINEERS, INC. Lab. Certification # 01- 1224 -05 4917 S.W. 74th Ct, Miami, Florida 33155 • Telephone (305)740 -9550 • Fax (305) 740 -9550 ENGLISH: CeII (305) 609 -6388 • SPANISH: CeII (305) 498 -9804 1 A -1 CONSULTING ENGINEERS, INC ROOF STRUCTURES CONSULTING UP LIFT TEST EXPERTS Owner's Name: Job Address: Roofing Contractor. Type of Tile: / ' ` ,ve 9 12e .5'6 , er f"#G,C Approximate Roof Height: /1- 7 feet Type of access to Root eltk( Scaffold Approximate Square Footage of Roof: 3 ' ft 2 Required Testing Force: 35 Ibs Date Tested 2 — /' 7-0 `? Permit #: Ladder. Number of Tests: Date Installed: Roof Pitch: 7 °% 2 - Other i SKETCH OF ROOF REVISED, DATE g+ 7- 4961 S.W. 75th Street, Miami, Florida 33155 j Telephone (305)740 -9550 j Fax (305)740 -9550 DIECEIMIE OCT 0.5 2006 BU PERMIT APPLICATION FBC 2001 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. W OG —2500 Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) Phone Q:6).-SS - O Owner's Address l2°1 S$ City I-4 t 0 5 hb eCS State . *4— Tenant/Lessee Name Zip 33\ Phone # Job Address (where the work is being done) k2-cl I ,N (; Q (p S* City Miami Shores Village County Miami -Dade Zip '35 \3 Is Building Historically Designated YES NO ? • Contractor's Company Name sJ tl -1 v E F_M l jhone #c3C6) Ck H.q 2( 2'4- Contractor's Address 2610 N-)t.)k) City N l044n a State -& Zip 33k 69 Qualifier k- • Pcr\ 'No m■ii ( arc State Certificate or Registration No. C c _O'5 CR Certificate of Competency No. Architect/Engineer's Name (if applicable) kk-4 A Phone # $ Value of Work For this Permit S 2-, Soo Square Footage Of Work: 3 l C0 Type of Work: ❑Addition ❑Alteration :New lace L� xe air/Re !� p p ❑Demolition Describe Work:C° AO®` 1 10 111-e Submittal Fee $ Permit Fee $ 97 Z ' ✓ > Notary $ Training/Education Fee $ Scanning $ Radon $ Zoning CCF $ CO /CC Technology Fee $ Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ 3V53 (Continued on opposite side) OCT l 3 Haim Bonding Company's Name (if applicable) I/Ji r _ a Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I .certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating conshuction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In . e a�sence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature t a� Signature Owner or Agent , G The foregoing instrument was acknowledged before me this "1 day of Ock , 20 L , by tAliii6644 < s cL who i • ers,t` ly known to me or who has ro� dued�,-' •.-S — • As identification and who did take an oath. NOT Sign: Print: My Commission Expires: ia►a'rw . Albert Sears +� y My Commission DD187278 1 Ec ih es February 24, 40u7 Contract The foregoing instrument was acknowledged before me this 'Lk day of ...z, 20 V, by ` otltoOtt /GtittA, who rsonall �'. , • • - i me or who has produced �(��-• _��� —, : s identification and who did take an oath. NOTARY P k 11 Si �� A.k‘ � < Abut Sears "a Pity Cammissl Print: My Commission Expires: ******************************** * * * * * * ** ** * * * * * ** * * * * ** * * * * * * ** * * *** **** * * * ** ** *** * ** * * * * * * * ** * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 Plans Examiner Engineer Zoning . I IIIIII I1 III IIII111lII 11111111 I1111IJI CFN 20068 1070387 OR Bk 24976 Ps 262711 tips) RECORDED 10/05/2006 10:51:02 NOTICE OF COMMENCEMENT HARVEY EttltINtt CLERK OF COURT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTIII[ t1 t OUIdTYP FLORIDA LAST PAGE • PERMIT NO. TAX FOLIO NO.' 132- UOkt4/34C STATE OF FLORIDA: COUNTY OF MIAMI -DADE: STATE OF FLORIDA, COLD 1 HEREBY CERTIFY that this THE UNDERSIGNED hereby gives notice that improvements will be ma tReggrttAipagon property, and in accordance with Chapter 713, Florida Statutes, the following informatio is provided in this Notice of Commencement. 1. Legal description of property and street / address: i2gt t 9C S#. t eun : 59,10(0-5 Srcc_ 3 'Ye, 1 0- 34 Y 200 OC X130 % -'04'` 2 1CA% \ • 2. scrs sono Improvement: 4NITNESS my hand an HA By TY OF DADE a true co r -r the day of A0 20 Lek `L a %K. i, 3 L� SO . � .c o 3. Owner(s) name and •ress: Gnu G A OC.,V1 211 sJ (o $ • Interest in property: O j CtC —.tom Name and address of fee simple titleholder: %`Y %t 4. Contractor's n e and address • OM!✓ 1t,•acSt.■■—r,v� 240' ..1 l 6 1 St Mccawni `mil. 33 k4caci 5. Surety: (Payment bond required by owner from contractor, if any) Name and Address: � Pc Amount of bond $ 6. Lencer's name and address: A 7. Persons within the state of Florida designated by Owner up{t whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. /{ 1 e and Address: 8. In addition to himself, Owners designates'the following person(s) to receive a copy of the Lienor's Notice as provided 'n Section 713.13(1)(b), Florida Statutes. Name and Address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a dii ere t date is specified) 6/if L 1 ig .t aof Print Owner's Name ''II►� l� ` e \ +\`vc"`. — Prepared by Sworn to and cribe• be _ day of , 20 t)(-4' . GietaCi My commission expires. ,► melt semis Tony 161st Si: °` Address: 290 NW Notary Public: �� ��� ' • . My Commission pmt. i -3316g Print Notary's Name:1\ \\ ore me this 2007 6Y:- SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govem 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 own :r = d the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics- Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) a e for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be • r = = : • 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 accordance with the current provisions of Chapter 16 (High Velocity 'Hurricane Zones) of the Florida Building e 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 its (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should tify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrati • of the underside of the decking may not be acceptable. The Florida Building Code provides the o• '•n o, Maintaining this appearance. ,f �f • 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectan «: and performance of the new roofing system. Ponding conditions may not be evident until the original r•,'fin• - stem is removed. Ponding conditions should be corrected. • : Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application Form Master Permit No. Contractor's Name Section A (General Information) Process No. 5lAt #0/09 ?e000.7)2 LiAl � 9 N6 / a6. 5f Job Address I % d edi ROOF CATEGORY ❑ Low Slope ❑ Mechanically Fastened Tile ❑ Asphaltic ❑ Metal Panel /Shingles Shingles ❑ Prescriptive BUR -RAS 150 ❑ New Roof Low Slope Roof Area (SF) ROOF TYPE Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance Mortar /Adhesive Set Tile ❑ Wood Shingles /Shakes ROOF SYSTEM INFORMATION. Steep Sloped Roof Area (SF) Total (SF) 3100 396°0 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains,' acuppe*, pegrflow• scuppers and overflow drains. Include dimensions of sections and levdl3; Clearly••••• identify dimensions of elevated pressure zones and location of parapets. 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Surfacing: likierVA Fastener Spacing for Anchor /Base Sheet Attachment: Field: ! " oc @ Lap, # Rows © 9 " oc Lap, # Rows T @ 6 " oc Section C (Low Slope Application) Fill in specific roof assembly components and identify manufacturer (If a component is not used, Identify as "NA ") System Manufacturer: AF. Product Approval No.: 03 --05-01. ©L over - wooD Design Wind Pressures, From�RRAS 128 or Calculations: Pmax1 O Sa Pmax2: o / • 3 Pmax3: /31.4 Max. Design Pressure, from the specific Product Approval system: — l J Deck: Type: Gauge/Thickness: Slope: Anchor/Base Sheet & No. of Ply(s): / 4 Anchor /Base Sheet Fastener/Bonding Material: N, Insulation Base Layer: A4/4 Base Insulation Size and Thickness: N/4- Base Insulation Fastener /Bonding Material: Top Insulation Layer: Top Insulation Size and Thickness: %w/14 Tdp Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): /- Base Sheet Fastener /Bondin Material• I' /� r �' Ni4� /s Ply Sheet(s) & No. of Ply(s): — /2ZY PIy Sheet Fastener /Bonding Material: Ho?'" % sitar 4fr 7/Pe L cep si/eeT Top PIy: Top PIy Fastener/Bonding Material: //or 45/214 4/ f itpP Perimeter: " o Comer: G " oc © Lap, # Rows 7 @ (9 " oc Number of Fasteners Per Insulation Board: Field 1< Perimeter /c Corner lc Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit • • • • • •�• •w i• •••• ••y•• 'p•••' 6M ‘o •,• •••2arapet• — PLy7 j^••••!10 •.• 00000 • fix S .•.•• • • Fr. 1s3 ZL.• 7•4 p44.1/ .••• • r'L11v i?-5• loAits !• •'I•:•Mean Y" ©e � • • Roof Height • • ••••• • MIAMFDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAMER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 - MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHD. This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (in Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AEI may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is deteimined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Deck. LABELING: Bach unit shall bear a punt 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 andthas beta UP • change in the applicable building code negatively affecting the performance of this produce • • ... • TERMINATION of this NOA will occur after the expiration date or if there has been a ru 'ob •or chanWilkthe 111 materials, use, and/or manufacture of the product or process. Misuse of this NOA as an en 1 sement of AY product, for sales, advertising or any other purposes shall automatically terminate this NOS►, Faure to div pli with any section of this NOA shall be cause for termination and removal of NOA. • • • • • • •••• ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, *oxides and nosed by • . the expiration date may be displayed in advertising literature. If any portion of the NOA isdisplayed, thamstshall ; .. • . be done in its entirety. 1110.. • .• • • • • • • • .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 NOA renews NOA 602- 0408.09 and consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23/03 Page 1 of 21 ROOFING SYSTEM APPROVAL PAIRED. Roofing Sub- Catezorv: BUR Deck Type: Maximum Design Pry Fire Classification: Wood -75 psf See General Limitation #1 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product GAF Asphalt Concrete Primer (MattixTM 307 Primer) GAF Mineral Shield® Granules GAP WeatheiCoat® Emulsion (MatrixTM Fibered 305 Emulsion) GAF Premium Fibered Aluminum Roof Coating. (Matrix/14 System Pro Aluminum Roof Coating Fbered 301) GAP Jetblack All Plastic Cement (Matrixm Standard Wet/Dry Roof Cement 204) RUBEROID® Modified Bitumen Flashing Cement Jetblack Premium Flashing Cement GAFGLAS® #75 GAFGLAS #80 Ultima Base Sheet GAFGLAS Flex PlyTh 6 Test Dimensions Specification, 5, 55 gallons ASTM D 41 601b. bags ASTM D 1863 5 gallons ASTM 1227 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built-up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF laeral Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. 1, 5 gallons ASTM D 2824 Fibered aluminum coating. 1, 5 gallons 5 gallons 5 gallons 39.37" (1 n>eter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide • • ASTM D 3019 Refined asphalt blended with a mineral • • • • ASTM D 3409 stabilizer and fibers. Perdltt» ion ter • • • wet and dry surfaces. • •' •' • ASTM D 4586 •••• • • •••• • ••.• • • •••• Fiber reinforced, polymer p>tgijied Plds;;g: cement • • • • • • ASTM D 4586 Asphalt flashing Cement, • • • ASTM D 4601 ASTM D4601 ASTM D 2178 ••.• • • •••. •.•• • .• •. • Asphalt impregnated and coated glass mat base sheet. Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. NOA No: 034501.05 Expiration Date: 11/04108 Approval Date:10/23/03 Page 2 of 21 • • • • • • • • • • • • • • • • Product GAFGLAS Ply 4® GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® Eliminator Perforated GAFGLAS® Flashing GAFGLAS® STRATAVENT Eliminator Perforated Nailable RUBEROID® SBS Heat - Weldg Smooth RUBEROID® SBS Heat - We1dTU Granule RUBEROID® SBS Heat Weld 170 FR RUBEROID® SBS Heat We1d'' PLUS RUBEROID® SBS Heat- Weld PLUS FR RUBEROID® SBS Heat WeldTh 25 RUBEROID Modified Base Street Ruberoid® 20 Ruberaid® Mop Granule Dimensions 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide. Various 39.3T' (1 meter) wide 1 meter (39.37") wide 1 meter (39.37") wide 1 meter (39.37") wide 1 meter (39.37") wide 1 meter (39.37") wide 1 meter (39.37") wide 39.3T' (1 meter) wide 39.37" (1 meter) wide 39.3T' (1 meter) wide Test ,Specification, Product Description ASTM D 2178 Type W asphalt impregnated glass felt with asphalt coating. ASTM D 3909 Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. ASTM D 4897 Fiberglass base sheet impregnated and D 3672 coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non-Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. Non Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 4897 D 3672 ASTM D -6164 ASTM D-6164 ASTM D -6164 ASTM D -6164 • ASTM D -6164 ASTM D-6164 ASTM D4601, Type II, UL Type G2 BUR ASTM D 6163 ASTM D 5147 Non - Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non Woven Polyester net coated with polymer modified asphalt and surfaces], with mineral granules. • . Non Woven Polyester mat'aoatsd with l▪ ira retardant polymer modifiedubpbalt an a• • •.' surfaced with mineral gridlileL.• Non Woven Polyester mandated with • • • •. polymer-modified asphaltana'smooth • • • • • ••• •• surfaced. 5• •• • • • • •• • Premium glass fiber reii&g 4 $BS- • modified base sheet : • • .••. ° • • • • . .••• •• • •••• SBS modified asphalt base sheet and ' .. • interply sheet reinforce with a glass fiber mat ASTM D 6222 Non-woven polyester mat coated with ASTM D 5147 polymer modified asphalt and surfaced with mineral, granules. NOA No: 034501.05 Expiration Date: 11/04/08 Approval Date:10123/03 Page 3 of 21 Product Ruberoid® Mop Plus (Granule) RUBEROID MOP Smooth RUBEROID® MOP 170FR RUBEROID® MOP FR RUBEROID® TORCH • Smooth RUBEROID® TORCH Granule RUBEROID® TORCH PLUS (Granule) RUBEROID® TORCH FR RUBEROID 170FR TORCH RUBEROID® 30 RUBEROID® 30 FR RUBEROID ULTRACLAD® SBS RUBEROID® Dual FR Dimensions 39.37" (1 meter) wide 3937" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) Wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37' (1 meter) Wide Test Specification ASTM D 6222 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTMD5147 ASTM D 6222 ASTM D 5147 ASTM D 6163 ASTMD5147 ASTM D 6163 ASTMD5147 ASTM D 6298 ASTM D 5147 ASTM D6164 ASTM D 5147 Product Description Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non-woven polyester mat coated with polymer-modified asphalt and smooth surfaced. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non-Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen diembrane, smooth surface. Asphalt impregnated, coated felt, surfaced with mineral granule. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated • with fire retardant asphalt modified in d • membrane, granule surface.* • • • • ...... Non -woven fiberglass mattted with • polymer modified asphalt and tgrface4 with . � mineral granules. • • • • ••.• Non -woven fiberglass m Conted wit$ fire retardant polymer modifttl• pfalt and • surfaced with mineral granules' • • • • • • Woven fiberglass mat coal with Poles modified asphalt and surfaced. with • • • aluminum, copper or stainless steel foil. Non -woven polyester and fiberglass mat coated with file retardant, polymer modified asphalt and surfaced with mineral granules. NOA No: 03- 0501.05 Expiration Date: 11/04/00 Approval Date:10/23/03 Page 4of21 Deck Type 1: Wood, Non - insulated Deck fin: 19/32" or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened. All General and System Limitations shall apply. Base sheet GAFGLAS #80 Ultimani Base Sheet, STRATAVENT® Eliminator Perforated Nai1able, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat We1dni Smooth or RUBEROID SBS Heat Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4®, GAFGLAS Flex Flynt 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure -45 psf, See General Limitation #7) GAFGLAS® Ply 4®, GAFGLAS Flex Him 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Ted (GAFT1TE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure -45 psf, See General Limitation #7) GAFGLAS Flex 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. (Ma bnnann Design Pressure 52.5 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill Tec (GAFTTTE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" oc. in the field of the sheet. (Maximum Design Pressure -6O psf, See General Liriei ion•117) • • Any of above Base streets attached to deck approved annular rit4gshaok nails • • • and 3" inverted Drill Tec (GAPTnTE) insulation plates at a faitettrepacini of • •' 9" o.c. at the 44" lap staggered in two rows 9" in the field • • • • • • • (Maximum Design Pressure -6O psf, See General I.imitatiwm+ ' • •••••• GAFGLAS #75 Base Sheet or any of above Base sheets cicd tp deck with "' Drill-Tec (GAFTiTE) #12 or #14 Screws and 3" Plates, 8" o.q jah1 ws. O'ne:': row is in the 2" side lap. The other rows are equally spaced aapri i ately 9" . • o.c. in the field of the sheet. .. • • (Maximum Design Pressure -75 psf, See General I orb #7a • • • ' Ply Sheet One or more lies of GAFGLAS® PLY 4®, GAFGLAS® PLY 6®l slrectn • • P ply #80 Ultima, RUBEROID MOP Smooth or RUBEROID 20 adhered in a full, • e mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbassq. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs sq. NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23/03 Page 18 of 21 • • • • • • (Required if no cap sheet is used) Install one of the following. 1. GAF Special Roofing Bitumen with an application rate of 20 lbsisq with an application rate of 1.5 galJsq.; or GAF WEATHER COAT® Enmision (Matrix 305 Fibered Emulsion) with an application rate of 3 gal./sq.; or GAF Premium Plbered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gal./sq. 2. Asphalt flood coat at an application rate of 60 lbs.sq. ± 20%; plus gravel or slag with an application rate of 400 lbs sq. & 300 lbsisq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatbeiCote or WeatherCote LOW-VOC applied at rate of 1 -1.5 gal/sq. Maximum Design Pressure: See Fastening Above • • • • • •• • • • • • •••• •••• • • • •••• •••• - • • •• •• • ••• • • • •• • • • • • • • • • •••• • • • • • • • - •••• • • • •• • •••••• •••• • • • • • • • • • • 00000 • • NOA No: 03-0501.05 Expiration Date: 11/04/08 Approval Date:10123/03 Page 19of21 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum i/" Dens Deck or '/i Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sires are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 80 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 fps is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psi. 5. Fastener spacing for insulation attachment is based on a Minim' inn 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 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minim n fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the • Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised tartan& spacing .. shall utilize the withdrawal resistance value taken from Testing Application Standards�T 105 a%•. • ° calculations in compliance with Roofing Application Standard RAS 117. • • ° • • • • 7. Perimeter and corner areas shall comply with the enhaueed uplift pressure requite& of tip• • • areas. Fastener densities shall be increased for both insulation and base sheet ass cllcu fated I' • compliance with Roofing Application Standard RAS 117. (When this limitatio is • spedfe�y: r • eferred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter milers, metal profile, and/or flashing terminaimf d¢signs .... shall conform with Roofing Application Standard RAS 111 and applicable wind loaf reiquirementZ.,, • • 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e• • • • field, Viers, and corners). Neither rational analysis, nor extrapolation shall be permitted for • •' enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is spedfically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. END OF THIS ACCEr ANCE NOA No: 03. 0501.05 Expiration Date: 11/04/08 Approval Date:10/23103 Page 21 of 21 •••••• • • • • • • • • • • • ••.... • • 2004 ROOFING MATERIALS AND SYSTEMS DIRECTORY ROOF COVERING MATERIALS (TENT) Roofing Systems (TGFU)— Continued ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or :LAS #80 ULTIMA" ) is a suitable alternate for Type G1 asphalt glass dy sheet ( "GAFGLAS Ply 4" or " GAFGLAS Ply 6" ) in the Class A, B or systems indicated below roof deck may first be covered with a Type G2 asphalt glass .mat base "GAF Stratavent Eliminator Venting Base Sheet (Perforated)" or "GAF rent Eliminator Venting Base Sheet ( Nailable)" . Perforated to be xi and nailable to be mechanically attached granule side down in option Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base "GAFGLAS #80 ULTIMA" or "GAF Stratavent Eliminator Venting Base (Nailable)" may be substituted for G1 asphalt fiber ply sheet 'GLAS Ply 4" or "GAFGLAS Ply 6 ") as the base ply in the ing systems. am ply or base sheet may be solid mopped, spot mopped or medtani- ss otherwise indicated, all insulations may be hot mopped or mechani- astened. FGLAS Flashing" or " Ruberoid" may be used for flashing in.any of the A, B or C systems listed below. n "perlite" is referenced, this includes "GAFrEMP PERMALITEO" or her UL Classified perlite insulation ;lied stone or slag are suitable alternates for gravel in any of the Class A, systems listed :tural cement fiber building units are considered suitable to be induded ack in the following Class A, B or C systems listed over C -15/32 or NC. use of gypsum board under any of the following Class A, B or C systems .ot adversely effect the rating. The use of 1/21n. min gypsum board is an able alternate for insulation over C -15/32 decks. • II ti raves ro ui dcness 'G hi 'ly 'G Thee use of polystyrene insulation board between min 3/4 in perlite board eck with rosin paper (perlite /rosin paper /polystyrene / perlite) is a • le alternate for isocyanurate board In the following Class- A, B or C A EnereyGuard RA ", 'BMCA Tapered' EnergyGuard RA" and• "$MCA uard "y be substituted for any Atlas polyisocyanurate instila- ' of the following Classifications. 1 'Terms Mop" may be utilized with any of the following "Asphalt ems with Hot Roofing Asphalt". LAS #80 Premium: Base Sheet may be used in any of the following FGLAS Flex Ply 6" is a suitable alternate to "GAFGLAS Ply 6 ". FTEMP Permalite Recover Board" may be used in lieu of any perlite on in any of the following NC Classifications. • Class A,,B and C roofing asphalt, for use with organic and glass felts or modified bitumen roid Heat Weld" SBS roofing membrane may be used in Lieu. id Molt" SBS products. in any applicable Classification. 1 Class A • rk C-15/32 Incline :3 ation (Optional): One or more layers perlite, wood fiber, ibex, isocyanurate, urethane, perlite /isocyanurate composite, per le/ uethane composite, wood fiber /isocyanurate_composite, phenolic, any y Sheet: Three or more' layers Type G1 "GAFGLAS :Ply 4;' or AFGLAS Ply 6 ",.hot mopped • urfadng: Gravel ck: C -15/32 .. Indine: 2 ulation (Optional): One or more layers perlite, wood fiber, glass isocyanurate, urethane, perlite / isocyanurate composite, perlite/ ire of composite, wood fiber / isocyanurate composite, phenolic, any daiess. Sheet Three or more Layers Type G1 " GAFGLAS Ply 4" or AFGLAS Ply 6 ". ' p Sheet: One layer Type G3. "GAFGLAS Mineral Surfaced Cap r'. eck NC Incline: 2 lation (Optional): One or more layers perlite, wood fiber, glass isocyanurate, urethane, perlite/isocyanurate composite, :perlite/ Wane composite, wood fiber / isocyanurate composite, phenolic, 2 in. beet Two or more layers Type G1 "GAFGLAS Ply. 4" or "GAR 3LAS Ply 6 ". =ap Sheet: One layer Type G3 " GAFGLAS Mineral Surfaced Cap iheer'. ., eck: NC Incline: 1/2 nsulation: One or two layers 'Isotherm R ", 4 in. max, hot mopped. ROOF COVERING MATERIALS (TENT) Roofing Systems (TGFU)— Continued Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 5. Deck: C -15/32 Incline:1 Slip Sheet (Optional): Red rosin paper, nailed to deck. Base Sheet One layer Type G2 "GAFGLAS #75 Base Sheet" (may be nailed). Ply Sheet One or more layers Type G1 " GAFGLAS Ply 4" or GAFCLAS Ply 6 ". Cap Sheet One layer Ty' pe G-3 " GAFGLAS ,Mineral Surfaced Cap Sheet". 6. Deck: NC ' Indine..3 Base Sheet One layer Type G2 " GAFGLAS #75 Base Sheet". Ply Sheet: One or more layers Type G1 "GAFGLAS Ply 4" or "GAF- GLAS Ply 6 ". „ .• Cap Sheet One layer Type G-3 "GAFGLAS Mineral Surfaced Cap Sheet". 7. Deck C -15/32 Incline: 2 Insulation: •'One or more layers perlite, glass. fiber, isocyanurate, ure- thane, perlite/isocyanurate composite, perlite /urethane composite, phe- nolic, 1.0 in. min (offset from plywood joints 6 in.). . Base Sheet: One or more layers Type Gl, G2 or G3. Membrane:. One or more layers " Ruberoid Torch" (Smooth or Granule), ' Ruberoid Torch Plus" (granule), "Ruberoid Mop" (Smooth or Granule) or ` Ruberoid Mop Plus" (granule). Cap Sheet: " GAFGLAS Mineral Surfaced Cap Sheet", hot mopped 8: Deck: C -15/32 ' Incline 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, ' perlite/ urethane composite, wood fiber/isocyanurate composite, phenolic, any thickness. Base Sheet:. Two or more layers Type G2 or G3. Ply Sheet (Optional): One or more layers Type GI. Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule), " Ruberoid Torch.Plus" (granule), "Ruberoid Mops!. (Smooth.or Granule) or "Ruberoid Mop Plus" (granule). Cap Sheet "GAFGLAS Mineral Surfaced Cap Sheet", hot nt+• Class B • • • • 1. Deck: C -15/32 Indine: 34P/2 • • •••• Insulation (Optional): One or more layers pesMtepvood fiSeroglsra fiber, isocyanurate, urethane, perlite/isocyanwis cPynposite, perlite/ urethane composite, wood fiber / isocyanurate cg site,.phenolic, any •••• Ply Sheet Two or more layers Type G1 "GAPULI15 Ply 4" o! NBAP- GLAS Ply 6" ' I • ••• • Cap Sheet Type G3 "GAFGLAS Mineral Sw{aosd•Cap Sl ? hit 2. Deck 015/32 Indinq 3-1¢2 • • Insulation (Optional): One or more layers perlite, wood f+`bt%' Vass fiber, isocyanurate, urethane, perlite / isocyanurate, hutposite, •pets / urethane composite, wood fiber / isocyanurate ditnposite, phenolics any thickness. • • • • Base Sheet: Two or more layers Type Gl, G2 or G3. . . Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid.Torch.Plus" (granule), "Ruberoid Mop" (Smooth or Granule) or " Ruberoid Mop Plus' (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. Class C Deck C -15/32 • Incline 1/2 Insulation (Optional):. One' or more layers perlite, wood fiber, fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfadng: "Special Roofing Bitumen" 201bs /sq. COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR Class A Deck C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. 173 fivi•otiar g6piN14 4, . Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: (MD N 1 e ( • •• Z ' Z°o S' 't• 4 Notice of Acceptance Number: 0 (3 Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations): Pmax1: 2.76 Pmax2: 2:7•°° Pmax3: off' ?' °° , , Maximum Design Pressure pp� (From the NOA Specific System): 3 C� Method of Tile Attachment: O t FO v 1 t'M4 11H-- U OO Roof Stope: 3'fZ 12 Steep Sloped System Description Deck Type: Type Underlayment: Insulation: •••• • as • • • • •••• • Fire Barrier: Fastener Type & Spacing: Adhesive `type: Ridge Ventilation? N •• • • • • • • • • • 11 S K • t 1,l,• •d /c A'r • Type Cap,Sheet: Mean Roof Height: t 3 •. • Roof Covering: cikkV Ti e Type & Slz@ Drips Edge: 3 ?(3 2 Lpc GAW .. Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application.Form Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or2. Compare the values for Mrwith the values from Mf. If the Mr values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P1: -LAS x . 224 =12 •'$) - Me: $ • 31= M, 4 . tlr'`i NOA Mt 3% • (P2 : -9S• x... 284 = 2' . 00) - Ma: Z3 4 = Mrz \1•6C° NOA Mf 3$•'3 (P3: -RS. t x 1. 284 = 21.00) - Ma: 8.34 = Mr3 18 • bt. NOA Mf 3$•1 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below 30 • '' NOA Mf 3% :, Mf Required Mean Roof Height Moment Resistance* 20' 25' 30' 40' --0, Roof Slope 4, 15' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7 :12 24.4 25.9 27.1 28.2 30.0, *Must be used in conjunction with a list of moment based tile systems endorsed iiy to Broward County Board of Rules and Appeals. • • •••• • • •.. • • For Uplift based tile systems use Method 3. Compare the values for F' with.thAvalues fpr. Fr . If the F' values are greater than or equal to the Fr values, for each area'atthd roof,'tine • the tile attachment method is acceptable. • ••• • •• •• •• • Method 3 "Uplift Based Tile Calculations Per RAS 127" • • • • • • (P1: x1: = xw:= ) -W: x COS e: =Fri ' NOA F' ••'••. • . ••••• • • (P2: x 1: = x w:= ) - W: x cos 6: = Frz •,ZFOt F' . • (P3: x 1: = x w:= ) - W: x cos 0: = F n NOA F' •:' Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier 1 NOA Restoring Moment due to Gravity M, NOA Attachment Resistance M, NOA Required Moment Resistance M, Calculated Minimum Attachment Resistance F' NOA Required Uplift Resistance F, Calculated ' Average Tile Weight W NOA Tile Dimensions I - length w = width NOA All calculations must be submitted to the Building Official at the time of permit application. MIAMFDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Monier Lifetile, LLC 135 NW 20th Street Boca Raton, FL 33431 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Mission 'S' and Espanirm Mission 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 1Jer ;in. • RENEWAL of this NOA shall be considered after a renewal application has been filed and t ire has bee ono • 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 retain"); changeinathe materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorrtiint of and • • • product, for sales, advertising or any other purposes shall automatically terminate this NOA: i1>:r+e to catty" with any section of this NOA shall be cause for termination and removal of NOA. • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Flarida, raid followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is tlispialed, then et•91ia11 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 consists of pages 1 through 6. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No.: 02- 1205.04 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub- Category: High Profile Roofing Tiles Material: Concrete 1. SCOPE This renews a system using Monier Lifetile Mission `S' and Espana'r' Mission Concrete Roof Tile, as manufactured Monier Lifetile LLC and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system 2. PRODUCT DESCRIPTION Manufactured by Test Applicant Dimensions Specifications Monier Lifetile LLC 1 =16W PA 112 Mission 'S' Tile w = 13" %a" thick Monier Lifetile LLC Espana Mission Tile Trim Pieces L =1T" PA112 W = 12 3/8" %2" thick 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Agency, Redland Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies Product Description High profile, interlocking, one - piece, 'S' shaped, high-pressure extruded concrete roof tile equipped with two nail holes. For direct deck or battened nail -on, mortar set or adhesive set applications. High profile, interlocking, one-piece, 'S' shaped, high - pressure extruded concrete roof tile equipped with two nail holes. For direct deck or battened nail -on, mortar rset or • adhesive set applications. • • • • PA 112 Accessory trim, concrete mat foi•iae• • • •••• at hips, rakes, ridges and valla3Iterminations. Manufactured for each tie pre€d U •••••• Test Identifier 7161 -03 Appendix III 7161 -03 Appendix II P0402 Letter Dated Aug. 1, 1994 P0631 -01 •••• .••• • ••• , • • • • • • .• • •• • •• • • Test Name/Reuort Date • • • • • • •••• Static Uplift Testing • Pec. 199.1• � , • PA 102 & PA 102(A) •. • • • •••• Wind Tunnel Testing Dec. 191.1. • PA 108(Nail -On) Withdrawal Resistance Sept 1993 Testing of screw vs. smooth shank nails Wind Tunnel Testing Aug. 1994 PA 108 (Nail -On) Wind Tunnel Testing July 1994 PA 108 (Mortar Set) NOA No.: 02- 1205.04 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 2 of 6 Test Agency Professional Service Industries, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. 3. LIMITATIONS Test Identifier IC- 1320 -94 25- 7688 -3 25- 7688 -10 25- 7688 -5 25- 7688 -4 520111 -3 520191 -2 -1 Calculations Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Test NsmWReuort Physical Properties . PA 112 Static Uplift Testing PA 101 (Adhesive Set) PA 101 (Mortar Set) Static Uplift Testing PA 102 (3" Headlap, Nails, Direct Deck, New Construction)D Static Uplift Testing PA 102 (4" Headlap, Nails, Clips) Static Uplift Testing PA 101 Aerodynamic Multiplier Two Patty Adhesive Set System 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 254804.4 & 5 25- 7848 -6 Feb. 1995 June 1996 July 1996 June1996 June 1996 Dec. 1998 March 1999 March 1999 April 1999 March 1995 February 1996 April 1996 December 1996 • • • • • •• • • • • • ••• 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 •peirform ed in • • accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Labdtfernto perfornr quarterly test in accordance with TAS 112, appendix `A'. Such testing shalibi §ubmitted to • • the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Rooing �pp heats. op • • Standards listed section 4.1 herein. •.. • • • •••• 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof Mope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. •••• ...• • • • NOA No.: 02- 1205.04 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 3 of 6 . 4. INSTALLATION 4.1 Monier Lifetile Mission 'S' and Espanang Mission 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 (1 x w ) Tile Profile Welght -W (Ibf) Length -I (ft) Wldth -w (ft) Monier Lifetile Mission 'S' 9.1 1.38 1.08 Espana'"" Mission Tile 9.79 1.42 1.03 Table 2: Aerodynamic Multipliers - A, (ft) Tile Profile Tile • Profile X (ft3) Batten Application 0262 X (ft') Direct D.- -° ,.• i` 0.284 : on Monier Lifetile Mission 'S' and Espana'"' Mission Tile Table 3: Restoring Moments due to Gravity - M. (ft4bf) Tile Profile 3 ":12" 4 ":12" 5":12" 6 ":12" 7 ":12" or greater Monier Lifetile Mission 'S', EspanaTIA Mission Tile Battens Direct = Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.77 i ;! 7.85 8.20. 7.49 8.03 7.30 7.83 7.10 7.82 Table 4: Attachment Resistance Expressed as a Moment - Mr (ft-Ibf) for Nail -On Systems ;... Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck... (min. 194g... Plywood ) •:•• Battdns • • •. . Monier Lifetile Mission 'S', Espanaml Mission Tile 2-10d Ring Shank Nails 28.6 41.2 • , • , o • 19 4 , ,, 1 -10d Smooth or Screw Shank Nail 5.1 6.8 • , 2.8 _ .4 2 -10d Smooth or Screw Shank Nails 6.9 9.2 „•„,* 7.3,.• • 18.1 1 .#8 Screw 20.7 20.7 2 .#8 Screws 432 432: • : 29.8•••• 19111 • • • • 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1. • ' • 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 2411„ . 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.8 38.6 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 NOA No.: 02- 1205.04 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 4 sib Table 5: Attachment Resistance Expressed as a Moment Mf (ft -Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance .. Monier Lifetile Mission 'S', Espana"" Mission Tile Adhesive 29.34 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Mission 'S', Es.anaTM • Mission Tile Polyfoam PolyProm : Pal oam Po - o '; . 3 Large paddy placement of 63grams of PolyProTM. 4 Medium paddy placement of 24grams of Poly ProThi. Table 5B: Attachment Resistance Expressed as a Moment - Mf (ft -lbf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Monier Lifetile Mission 'S', Espana"" Mission Tile - Mortar Set' 24.5 5 Tile -Tite Roof Tile Mortar. 5. LABELING • • • • • All tiles shall bear the imprint or identifiable marking of the manufacturer's•naffie br logo,. ;. following statement: " Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS • 0 • . •••• • • •• • • •••• •••• • • 6.1 Application for building permit shall be accompanied by copies of the • • • • •' 6.1.1 This Notice of Acceptance. • • • • • • • • 6.1.2 Any other documents required by the Building Official or applidd'b10 building • • • code in order to properly evaluate the installation of this system: • : •••• . • • • • • • •• • •••• • • • NOA No. 02- 1205.04 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 5 of 6 • •• • • PROFILE DRAWINGS MONIER LIFETILE MISSION `S' CONCRETE ROOF TILE MONIER LIFETILE ESPANATM MISSION CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 02- 1205.04 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 6 of 6 MIAMIOApE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGI.ER STREET, SUITE 1603 . MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee 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 BCCO (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, material within their jurisdiction. BCCO reserves the right to revoke this acceptanc , if itris detoermined by CCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code 'negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or • • if there has been a ret$itsiof r change in the • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endoisement of any. • • • • • • product, for sales, advertising or any other purposes shall automatically terminate this NOAH w� to commp�y • • • • with any section of this NOA shall be cause for termination and removal of NOA. • • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, nr,,.,a� • • a followed. • •: the expiration date may be displayed in advertising literature. If any portion of it'strall • • be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the and shall be available for inspection at the job site at the request of the Building This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by JRrge L. Acebo. • • • • • • •••• • manufacture; or it%,c t listribu IP • Official. • • • ••••• • • • NOA No.: 06-0201.02 Expiration Date: 05 /10/11 Approval Date: 04 /13/06 Page 1 of 7 • •• • • • • ROOFING ASSEMBLY APPROVAL: Category: Sub Category: Materials: Roofmg Roof tile adhesive Polyurethane SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design building code, does not exceed the design � pressure requirements, as determined by compliance with Roofing Application Standard RAS 127, fo use withbapproovved flat, Iow and high P g PP� profile roof tiles system using PoIypro® All 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Pol ro® AHI60 Specifications N/A TAS 101 Foampro® RTF 1000 ProPack® 30 & 100 N/A N/A Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which 1 ist moment resistance values with the use of Polypro AH 160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 • • • • • • Results • • 1.61bs. /ft.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 LbsJFt2 3.1 Perm / Inch • •••• • • •••• • • •• •• • •••• • • •••• • ••. • • • •••• • • ••• • • • •• • • +0.07% Volume Change @ -40°F., 2 weeks • :1.' 4. • +6.0% Volume Change @ 158°Fe,• pill „„ Humidity, 2 weeks • • • 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.: 06-0201.02 Expiration Date: 05 /10/11 Approval Date: 04 /13/06 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report. Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818 -1PA 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 12/12J95 Miles Laboratories NB- 589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739-062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: • • • • . • • • • 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Asse y for fire • • • • • • • rating. • •••• •••• • • • 2. Polypro® AH 160 shall solely be used with flat, low, & high tile profiles. • • •••• • ••• 3. Minimum underlayment g Application • • • • • yment shall be in compliance with the Roofin A lication StancUri d�2A,S 120. 4. Roof • Tile manufactures acquiring acceptance for the use of Polypro® AH 160 roof • O le • • • •••• their tile assemblies shall test in accordance with TAS 101. 1a adhesive �itJ1. • • • • • .. • .... • • • • 5. Roof Tile manufactures acquiring • their tile assemblies shall test in accordance TAS 101 with section 10 4 as modified herein. 1 F 2 F MS W NOA No.: 06-0201.02 Expiration Date: 05 /10/11 Approval Date: 04/13/06 Page 3 of 7 • • • • • INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH 160. 2. Polypro® 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 Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTFI000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. S. Tiles must he adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile ,. . . Placement Detail Flat, Low, Hi Profiles High Profile (2 Piece Barrel) Flat, Low, High Profiles Flat, Low, High Profiles LABELING: • • All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. •• • BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. • •••• ••• • ••• • •••• • •••• • • ••• • •• • • •••• •••• •••• • • • • • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY • • .• • •• • • • •• • • • • • • • • • • • •••• • • • • •••• • • • • • •• • •••• • • • • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY • • • • • • • • •• • •••• • • • • • • • • • • • •••• •••• • ••• • • • • • •• •• •• • • • • • • • • • s • • •••• • • • • •••• • • • • • •••••• •s • •••• • • • • • NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 6 of 7 ADHESIVE PLACEMENT DETALL 3 DOUBLE PATTY END OF THIS ACCEPTANCE + • • • • •••••• • • • • •• • •••• • • • • •••• • • • • • • •••• • •••• • • • • •••• •••• ••••• ••••• • ••• • • • • • • • • •• •• •• • • • • • • • • • • •••• • • • • •••• • • • • • •• • •••• • • • • • •• • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 7 of 7 :Polyfoam Product, Inc. : ACCEPTANCE No.: 01- 0521,02 NOTICE OF ACCEPTANCE: (For File ONLT..Notpaq o 710.4.): C. CALCULATIONS: Walker Engineerin, Eva;a 4 9n of Testa. Dated 04/07/99 D. MATERIAL CERTIFICATIONS: NONE E. STATEMENTS: NONE . . • • ••• • • . • •••• • • • • .... • • •••• . . .. • • ••• • • • • • •• •• • • • .. • • • .... . . • • •••• • • • .. •• • •••• • • • .. •• • Frank Zuioaga, RRC Product Control Examiner E-2