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RF-07-2239
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 01/31/2008 Inspector: Grande, Claudio Owner: CHURCH, MIAMI SHORES COMMUNITY Job Address: 386 99 Street NE Miami Shores Village, FL Project: <NONE> Contractor: KAWALEK ROOFING & PAINTING, INC Permit Type: Roof QAmiessior Inspection Type: Final Roof Work Classification: Roof - New Block: Phone Number (305)759 -3445 Parcel Number 1132060135550 Lot: Phone: 786- 277 -9540 Building Department Comments TILE TO TILE ROOF REPLACEMENT • • Passed 1 ` Inspector Comments MLD Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Wednesday, January 30, 2008 Page 1 of 2 \70 \ \ s'wtt. aSfa. \Atfo Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 I UILDING PERMIT APPLICATION FBC 2004 Permit No. CLIWLpt NOV 0 2 20011' BY: Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical ICI &NI 6hor 5 Owner's Name (Fee Simple Titleholder) ®� LA. I (Ara% Phone # 30S r159-3'14/.5 Owner's Address 3 6! v 9 q -h$ City 1 \4i __ch ©red State PL- Tenant/Lessee Name Zip 33/3g Phone # Job Address (where the work is being done) 3'b Ivy q 0116+ City Miami Shores Village County FOLIO / PARCEL # Is Building Historically Designated YES Miami -Dade Zip NO Contractor's Company Name kett uaJ e k Roo-Ping t Phone # 5 ' 7 `7 OJ % ' Contractor's Address ariqi Auc t✓& t Ave City OPek. L.® State Zip 3305 L Qualifier Name rOL 14-1 K&WO .J< Phone # State Certificate or Registration No. Certificate of Competency No. Architect%Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Type of Work: ❑Addition Describe Work: ettr Monier- Kr Alteration ay\ R IAA_ coexc esct eco Square / Linear Footage Of Work: 3 6 00 ❑New lI Repair/Replace, ❑ Demolition --I-, le r ©o tce wI a rye, e 01 +r° h ile 75 c® /o ******** * * * * * * * * * * * * * * * * *** * * * * * * * * * * ** Fees**********:** * * * ********* * * * * * * * * * * * * * * * * * ** 0 Submittal Fee $ Notary $ i' O) Training/Education Fee $ 4 40 Scanning $ N 7.- '00 Radon $ Permit Fee $ Bond $ Code Enforcement $ Structural Review. $ DPBR $ CCF $ I ° `C��__) co/cc Technology Fee $ Zoning $ Double Fee $ Total Fee Now Due $ See Reverse side -* Bonding Company's Name (if applicable) 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 construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. ignature Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 e " , by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign:°. Print: (r I: S My Commission Expires: * * * * * * ** **** **** *********** **** 4_ APPLICATION APPROVED BY: (Revised 02/08/06) Signature 41'0/(06400- Contractor The foreg ing instrument was acknowledged fore me this day of ) , 20 1, by who is personally known to me or who has produce .. i` as identification and who dij�$i, NOTAR q PUBLIC: G�� �`�' �4ti�; 0o st,,", LOIS E. LINDLEY t �" •' # 61851 EXPIRES: Dscembsr 15, 2008 • to Bonded Thru Navy Public Underwriters Sign: Print: G My Commission Expires: *************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** /7/0-) Plans Examiner V Engineer Zoning Witf:40ti Show Vellage Wedry VeF� ie e 10050 NE 2nd Ave * Miami Shores, FI 33138 Phone 305-795-2204; Fax 305-756-8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: earn 9:4-L'f4 Property Address: 6- ?57 Roofing Permit Number: Dear Building Official: Date: /0 /'c VI. 74" certify that I am not required to retrofit the roof to wall connections of my building because: "The just valuation for the structure for purpose of ad valorem taxation is Tess than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Signature State of Florida County of Dade The undersigned, being the first property mentioned. Sworn to and subscribed before Notary Public, Sate of Florida at eo Print Name duly sworn, deposes and says that he /she is the contractor for the above me this r day of (_ %L ' 't1 Large (L gti*i LOIS E. LINDLEY *:' , yi •" MY COMMISSION # DD 361851 ,, ki EXPIRES: December 15, 2008 • ". PubtkUntlerwriters * When the just valuation of the structure for purpose of ad valorem taxation is equal to or more tha) $300,000.00, and the building was not cons FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. WI X Sign IV O I M.0 Vt ‘VMMCN‘CMCN I A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Leg description of property and street/address: 3 o ree1 FL. 3313 5 111111111111111111111111111111111111111111111 CFN 2007R1068041 DR Bk 26031 F'9 4284; Ups) RECORDED 11/05/2007 15:9:08 HARVEY RUVIN, CLERK OF COURT MIAMI -DACE COUNTY, FLORIDA LAST PAGE 3db ME, qq-fri,S+, M jam i 2. Description of improvement: R E`' ro o4 3. Ow -r(s) name and address Interest in property: % V✓V Name and address of fee simple titleholder: 4. Contractor's name and address: PDI,, .A.1 J40,. tkX J e k 13 r7 / I AM ► IA/ Ave C' y a. ) oc 1& 11 1133os 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bind $ 6. Lender's name and address: &Kim o e Co rv■ L&V u.rc ,1 ve ialmi ores ,L 33)3 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in 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 different date is specified) re of Owner Kr/e---774s 1 WWI& azininai4 27-1-C Print Owner's Name `•.67Me //�►►�� ��__� Sworn to and subscribed before me this , day of C(+? bOJL_ , 20 0 )7. Notary Public 1.\ Print Notary's Name My commission expires: 1� L Prepared by 19a14 r Address: ft • 310--5. 1 ¥Yl[ 1 fll '33153 ■ 123.01 -52 PAGE 4 5/08 {� /S% e MY COMMISSION # DD 361851 ;q•. <:: t►= ember1 , °' bonded tad Wary Public Under vdtera STATE OF FLORIDA, COUNTY OF DADE t HEREBY CERTIFY that this is trr t� Gppy of the p��J�j filed is thl office on J day of ]/ " ale' 4, A D 20 O r a iv INlTNES HARV By hand and Official See. N, CL Ci ;4 d Cou,u• •• rts D.C. ROOF ASSEMBLIES AND ROOFTOP gTRUCTURIM r�' ` n7 Florida Building Code NOV 0 2 2 01, mob-Velocity Murry. Zone Willem BY: Nester Permit NoProcess No Contractor's Name a-I e-K Rat: i nn , i , Job A PERMIT #: Qi(rj- vo9 APPROVED Miami Shores Village ZONING DEPT BY DATE SUBJECT TO COMPU AN TH ALL F DERAL 1OA I. -IS.•. 1. C 0 New Roof Low Slope Roof Area (SF) Vc194h.St UNTY RULES AND REGULATIONS ROOF CATEGORY • 0 icaliy Fastened The d Morpu/Adhsslvs Sof The*, ❑ ing Metal PaneUShir�se 0 Wood l*alSha ices . • • ❑ Prescriptive OUR•RAS 150 (! k� ROOF TYPE • • • • • .•.• ••.. Rero01 ❑ Reoavettng D Repair .. Cl . • ROOF MFORMATKIN • • • •••• 50 Root` Area (SP) 255 �.. • Tad ($W) .j 700, • •. Set ti011B (RO9f Pen) Sketch Roof Pien: Illustrate Wools and sections, roof drains, scummy, overflow scuppers and overflow chains. Include dimensions of motions and levels, clearly Identify cOrnenslons of elevated poseurs sons and Location of 16.32 N11ruuau•uu1111■ sr umma uua •UNUU•111UP9P U► //i ifr asasmua• 111111111111111111111U111911111111111113FIIIIIIMMENINIM Numnamarainummumemmmumas r11111111r1 ',"UNIN: uriui1a•111•u 1111111111111111111111==m so ITZUHMOINHIMMINIMMI INUIMMEMMINIVIIIMMIAMINUMIMMIHMINIM FLORIDA BUILDING CODE — BUILDING Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as °NA ") System Manufacturer. 6 A- F NOANo.: D,).—D' t De3i ID Design Wind Pre sures, From RAS 128 or Calculations: Pmax1: �1 Pmax2:T �r1 `�Pmax3: ' l31 t l Number of Fasteners Per Insulation Board Fastener Spacing for Anchor /Base Sheet Attachment oc Field: C� ° oc @ Lap, # Rows A @@ _ I °(,oc Perineter. ° oc @ Lap, # Rows —I @ v " oc Comer: `i " oc @ Lap, # Rows ! @ " oc Max. Design PressureefRmithe Specific NOA System: �- Deck: _ Type: d Slope: (� Gauge/Thickness: Anchor/Base Sheet & No. of Ply(s): pry jjCt , Anphor /p� Sheet F strpr/Bondin teriai: Insulation Base Layer: Base Insulation Size and Thickness: Base Insulation Fastener /Bonding Material: Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener /Bonding Material: Base Sheet(s) & No. of Ply(s): Base Sheet Fastener/Bonding Material: • • Field Perimeter • Gomer • •• • • Illustrate Components doted and • Details as Applicable: • Woodblocking, Gutter, Sd /d •Termiptti011. Stripping, Flashing, Contin dl!s' Cleat, 'e fit Strip, Base Flashing, Cd tbt- FIW ink. Coping, Etc. •• Indicate: Mean Roof Height ;PMet Height,* Height of Base Flashing, CornponeTit Maten'a "'. Material Thickness, Fastener Tog, Fasten Spacing or Submit Manufacturers 6etails'tRMt, Comply with RAS 111 and Chapter 16. ' • &AF FR Mod1e(TA- Mir'erA, c-ap as'" drip PJy iberg ..5 - -�$rIE b4oe sheetFT. FT. Parapet Height i0 Ply Sheet(s) & No. of Ply(s): P 1 y -Ft ber j .s Plyltee sten / nding Material: Top Ply: OAF FR / o d To Ply ener/ B ding Material: JA5��i1- Surfacing: 4J00 • Mean Roof Height HIGH-yELOCITY HURRICANE ZONES t• Florida Building Code Edition 2004 Veto5tly Hurricane Zone Uniform Perrnil /k2plICation•Forrn. Section D (Steep Sloped Roof System) Roof System Manufacturer: 0141 er- Product Approval Number: 09o-1./05,05 Ilifinitnum Design Wind Preteures, if Applicable (Frarn RAS 127 Or Calculations): i pit LI ill b .P2 10016 p3: goOlb :...1: ••••, Maximum Design Pressure ••••• Product Approval Specific System: 145i S • ••••• •••• Method of tile attaatnent: poly --Foavoi 0..8,1\ e6i tic.:::: •••• E...: • • • Roof Slope: 3 :12 Steep Sjoi)ed_ .of System DescriPtlon DeekTypet• • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • 1)(f) V---joIrst- wood_ ype Underlayment Insulation. •-4*30 Pelt File Barrier: Ridge Ventilation? A- Faatenter Type & Spacing: Adhesive Type,: ip *VA.% LS oh 4tp 7c1= 11;6, iaron-Aeicl 4+ Asph ta-t- ype Cap Sheet: Mean Roof Height a Roof Covering: Monir 44:nlera roll +I le Type & Size Drip dgei 3.A.3at MIAMI•DADE COUNTY tcfryerig Exceilencc Every hmJ SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNER'S NOTIFICATION FOR ROOFING CONSIDERATION 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 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusionisr£drmance standards. Aesthetics (appearance) issues are not a consideration with respect to workmarf5,typ provisions. Aesthetic •. issues such as color or architectural appearance, that are not part of a zoning code, shoaldkae addMed •as part • • of the agreement between the owner and the contractor. • • • . . . • .... • • • • • 2. Renailing Wood Decks: When replacing roofing, he existing wood roof deck may have to beteflailed i11•;••• accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zongs.)•gf 1 e FlvrT4a uildinn Code. (The roof deck is usually concealed prior to removing the existing roof system). • .• • • •••• 1,3. Common Roofs: Common roofs are those which have no visible delineation I$ety en neigltmeing units • (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor afidloi: owner should notify the occupants of adjacent units of roofing work to be performed. fr 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 penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 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 expectancy and per- formance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 47 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. 'Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation should not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. 4'6Avots-dz Owner's ent's Signature g g Property 3 / '441 �,�. 123_01-154 1/07 Date (91 -225`1 Permit Number Contractor's Signature MIA M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION " NOTICE OF ACCEPTANCE {NOA GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 IFI+ 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 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 Miami Dade Giemtt•Prodit'Co$trol • Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Coufifffit erve the right to • . have this product or material tested for quality assurance purposes. If this product or mates t fails to ottit bpi in • • the accepted manner, the manufacturer will incur the expense of such testing and the. may 'mutely • • revoke, modify, or suspend the use of such product or material within their jurisdiction. lj2k4Yeserves the sight to revoke this acceptance, if it is determined by Miami Dade County Product Control Divishica that this proiluct 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 Ingla VVocity ijgrricne Zone of the Florida Building Code. • • • DESCRIPTION: GAF Rnberoid® Modified Bitumen Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #02. 0408.10 and consists of pages 1 through 31. The submitted documentation was reviewed by Frank Zuloaga, RRC. NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 1 of 32 • • ROOFING SYSTEM APPROVAL Category: Sitb- Category: Deck Type: Maximum Design Pressure Fire Classification: Roofing SBS /APP, Modified Bitumen Wood -75 psf See General Limitation #1 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product GAF Asphalt Concrete Primer (Matrix"' 307 Primer) GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion (Matrix'' Fibered 305 Emulsion) GAF Premium Fibered Aluminum Roof Coating (Matrix"' System Pro Aluminum Roof Coating Fibered 301) GAF Ietblack All Weather Plastic Cement (Matrix"' Standard Wet/Dry Roof Cement 204) GAFGLAS #75® GAFGLAS #80 Ultima"' Base Sheet GAFGLAS Flex P1yTM 6 GAFGLAS Ply 4® GAFGLAS ®Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® Eliminator Perforated Dimensions 5, 55 gallons 601b. Bags 100 lb. bags 5 gallons 1, 5 gallons 1, 5 gallons 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.3T' (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.3T' (1 meter) Wide Test Specification ASTMD41 ASTM D 1863 ASTM 1227 ASTM D 2824 ASTM D 3019 ASTM D 3409 ASTM D 4601 ASTM D4601 ASTM D 2178 ASTM D 2178 ASTM D 3909 ASTM D3672 ASTM D 4897 Product Description Asphalt concrete prig used to promote. adhesion of asphalt in built-up roofiflg? • • • • • • Granules for surfacingtlftposed • asphalt, cold process c&1it br e m u l s i o n . G A F M m e r a t S M a i l d ® • • • • • • Granules shall be used for trashing .. • • • • applications only. • • • • • • • • • Surface coating for smith surfaced • • mo • • • roofs. • •••• • • • Fibered aluminum coating. • ••• • Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. •• Asphalt impregnated and coated glass mat base sheet. Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 2 of 32 Product GAFGLAS® Flashing GAFGLAS® STRATAVENT® Eliminator Perforated Nailable RUBEROID® SBS Heat We1dT' Smooth RUBEROID® SBS Heat - WeldTM Granule RUBEROID® SBS Heat We1dTM 170 FR RUBEROID® SBS Heat - We1dTm PLUS RUBEROID® SBS Heat - Weld PLUS FR RUBEROID Modified Base Sheet RUBEROID® Modified Bitumen Adhesive RUBEROID® SBS Heat - We1dTM 25 Ruberoid® Mop Granule RUBEROID MOP Smooth RUBEROID MOP PLUS RUBEROID MOP 170FR RUBEROID MOP FR RUBEROID TORCH Smooth Dimensions various 39.37" (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 39.37" (1 meter) Wide 5 gallons 1 meter (39.37") wide 39.37" (1 meter) Wide 1 sq. roll 87 lbs. 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.3T' (1 meter) Wide Test $peciification ASTM D3672 ASTM D 4897 ASTM D -6164 ASTM D-6164 ASTM D-6164 ASTM D -6164 ASTM D-6164 ASTM D4601, Type 11, UL Type G2 BUR ASTM D 3019 Type III ASTM D -6164 ASTM D 6222 ASTM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6222 ASTM D 5147 Product Description Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet 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. Non-Woven Polyester shat coated with. •: • fire retardant polymer i tcffied asphalt and surfaced with minim mules.. Non Woven Polyestermat'ooated with . polymer modified aspb fM4 surfs •. • with mineral granules. ".. •••• Non Woven Polyesternat coated v tb '. fire retardant polymerpiated asphalt. surfaced with mineral }rules..... Premium glass fiber reinforced SBS -.... • modified base sheet ' • •' : • • . Fiber reinforced, rubberized Adhesive 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. 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. 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 membrane, smooth surface. NOA No: 03-0501.02 Expiration Date: 11/06/08 Approval Date:10 /233/03 Page 3 of 32 Membrane Type: SBS /SBS. Cold Applied Deck Type 1: Wood, Non - insulated Deck Description: 19/32' or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened to roof deck. All General and System Limitations shall apply. Base sheet: GAFGLAS #80 Ultima"' Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat We1drm Smooth or RUBEROID SBS Heat-Weld 25 base sheet mechanically fastened to deck as described below; Fastening GAFGLAS® Ply 4®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet o4 ;. Options: of above Base sheets attached to deck with approved annular ring ;lrannails And �. tin caps at a fastener spacing of 9" o.c. at the lap staggered and iq Vigisms • o.c. in the field. • • (Maximum Design Pressure -115 psf, See General Limitation #7 ), ... GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 tato beet or any.' of above Base sheets attached to deck with Drill -Ter (GAFTITE) new #14 :• •. Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" si0@ 1j?. The other • rows are equally spaced approximately 12" o.c. in the field of th's81£ • •••• (Maximum Design Pressure —45 psf, See General Limitation #? • GAFGLAS Flex P1ynd 6, GAFGLAS #75 Base Sheet or any of age $ase she s ". attached to deck with approved annular ring shank nails and tin caps at a fastener•. : spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure 52.5 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAFTITE) #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" o.c. 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 Drill Tex (GAF ITE) 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 Limn #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill Tec (GAFT1TE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. ( Maximum Design Pressure —75 psf, See General Limitation #7) Ply Sheet (Optional) One or more plies GAFGLAS PLY 4 ®, GAFGLAS Flex Ply 6, GAFGLAS #80, RUBEROID MOP Smooth or RUBEROID 20 sheet adhered in a full mopping of approved asphalt applied within the ENT range and at a rate of 20- 40lbsJsq. NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 26 of 32 • • • • • • • • • • • Membrane: One or more plies of RUBEROID MOP Smooth, Ruberoid® Mop 170 FR, Ruberoid® Mop Granule, Ruberoid® Mop Plus Granule, Ruberoid® 20, Ruberoid® 30 or Ruberoid® 30 FR or Ruberoid® Mop FR or RUBEROID U1traCladTM SBS in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40lbs.sq. Or, One or more plies of RUBEROID MOP Smooth, RUBEROID® Mop Granule, RUBEROID® Mop 170 FR, RUBEROID® Mop Plus Granule, Ruberoid® 20, RUBEROID® 30, RUBEROID® 30 FR or RUBEROID® Mop FR or. ............... • UltraCladTM SBS in RUBEROID Modified Bitumen Adhesive at an $pplioalion :..... rate of 1 -2 galsq. •' ' • • Surfacing: (Optional, required if RUBEROID MOP Smooth or RUBEROID 201f tdlf • membrane) Install one of the following: ••••• •••• • • •••• • • 1. Gravel or slag applied at 400 lb./sq. and 300 lb./sq. respectively` IN:sod cogs . of approved asphalt at 60 lb./sq. • • • • • ••• 2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalIat an i • application rate of 25 lb./sq. ± 15%. ••• 3. GAF Weathercote® MB +(Matrix 715 MB Coating), Applied atdab t5 •••• •• 4. Top Coat® Surface Seal SB(Matrix 602 SB Coating), Applied at 1 to 1.5 galisq. Maximum Design Pressure: See Fastening above NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 27 of 32 Membrane Type: APP /SBS Heat Weld Deck Type 1: Wood, Non - insulated Deck Description: 19/32" or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened. All General and System Limitations shall apply. • • ...... GAFGLAS #80 Ultimdm Base Sheet, STRATAVENT® Eliminato?Peffotated Nailable, RUBEROID Modified Base Sheet, RUBEROID MOP Smooth,.• ; • • • • • RUBEROID® 20, RUBEROID SBS Float We1dTm Smooth or RUBER4DSBS • Heat Weld 25 base sheet mechanically fastened to deck as descniberlieley; .... Base sheet •• Fastening Options: GAFGLAS® Ply 4®, GAFGLAS Flex PIyTha 6, GAFGLAS #75 Basse.Sheet or apy of above Base sheets attached to deck with approved annular ring sails an •.. • tin caps at a fastener spacing of 9" o.c, at the lap staggered and in CM pis 12" . o.c. in the field. • (Maximum Design Pressure -45 psf, See General Limitation #7} • • • • GAFGLAS® Ply 4®, GAFGLAS Flex P1ynd 6, GAFGLAS #75 Base Sheet of • •. any of above Base shuts attached to deck with Drill-Tec (GAFTTTE) #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 17) GAFGLAS Flex PIyTM 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 52.5 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tee (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" o.c. 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 Drill Tec (GAFITTE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure -60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill Tec (GAFTITIh) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure -75 psf, See General Limitation 17) Ply Sheet (Optional except over RUBEROID Modified Base Sheet, RUBEROID MOP Smooth, RUBEROID® 20, RUBEROID SBS Heat- We1dTM Smooth or RUBEROID SBS Heal-Weld) One or more plies GAFGLAS PLY 4 ®, GAFGLAS PLY 6® Ply or GAFGLAS Flex Ply 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbssq. or Ruberoid Torch Smooth torch applied according to manufacturer's application instructions. NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 28 of 32 Membrane: One ply of Ruberoid® Torch Smooth, Ruberoid® Torch Granule, Ruberoid® Torch Plus Granule or Ruberoid® Torch FR torch applied according to manufacturer's application instructions. Or One or more plies of RUBEROID® SBS Heat- We1dTm PLUS, RUBEROID® SBS Heat- We1dTM PLUS FR, RUBEROID® SBS Heat We1dTm 170 FR, RUBEROID® SBS Heat We1dw, RUBEROID® SBS Heat-Weld'at Smooth, RUBEROID® U1traCladTM SBS and RUBEROID® SBS Heat We1dm 25 applie•.•... .... d according to manufacturer's application instructions. . . . • . • Surfacing: (Optional) Install one of the following: .. • •..••• • ....▪ . 1. Gravel or slag applied at 400 lbfsq. and 300 lb /sq. respectively► . tit :flood coat . of approved asphalt at 60 lb /sq. 2. GAF Premium Fibered Aluminum Roof Coating, at 13 gal. /sq. ..a 'GA▪ P ▪ • • • •' WeatherCoat® Emulsion at 3 galisq. (Torch Smooth applicatipps o y) •. 3. GAF Weathercote® MB +(Matrix 715 MB Coating), Applied at 1 x0•5 • • • ...... •• • • • ••.•.. •••.• • • •.••• ..•••. • • gaUsl• • 4. Top Coat® Surface Seal SB(Matrix 602 SB Coating), Applied at 1 .t01.5 • • • • e • o . • • • PUN.- • . • • Maximum Design Pressure: See Fastening Above NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 29 of 32 Membrane Type: SBS Deck Type 1: Wood, Non - insulated Deck Description: 19/32" or greater plywood or wood plank System Type E-2: RUBEROID® Tile Underlayment, Base Sheet mechanically attached. All General and System Limitations shall apply. • ..... Anchor sheet: GAFGLAS® #80 Ultimand Base Sheet, RUBEROID® 20 base she4rTife - Meats • Modified Base Sheet applied with a minimum 2" side lap and a minimum Vend ; ... • • lap. Base sheet may be applied at a right angle (90°) to the slope of tht4eok with • approved annular ring shank nails and tin caps at a fastener spacingartr'g.c. at the... 2" side lap, and two 12" o.c. staggered rows along the center of the sr •• ...... •• • Ply Sheet: (Optional) One, or more plies GAFGLAS PLY 4® Ply, GAFGLAg1~lee1d'Iynd 6% •. . • sheet, GAFGLAS #80 Ultimaly, RUBEROID MOP Smooth or RT fl[D® 20 • adhered in a full mopping of approved asphalt applied within the FVT range an4 •tt • • • a rate of 20-40 lbs./sq. • • • • •••• Membrane: One ply RUBEROID® MOP, RUBEROID® MOP PLUS, RUBEROID® SBS • • HeatWelem Granule, RUBEROID®. SBS Heat We1dlu PLUS, Tile -Mate Modified Cap or Tile -Mate Modified Cap Plus, membrane may be applied at a right angle (90°) to the slope of the decks` adhered in a full mopping of Type IV asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. Membrane shall be backnailed to deck with approved annular ring shank nails and tin caps in accordance to applicable Building Code. No nails or tin caps shall be exposed * Membrane may also be installed parallel to the slope of the roof (i.e. strapping). If membrane is strapped, then anchor sheet and ply sheet must also be strapped. Maximum Design Pressure: Refer to tile manufacturer's NOA. Maximum Slope: Must Comply with Roofmg,Application Standard. RAS 118, RAS 119, RAS 120 and applicable Building Code. NOA No: 03- 0501.02 Expiration Date: 11/06 /08 Approval Date:10/23/03 Page 30 of 32 Membrane Type: SBS Cold Applied for mechanically fastened tile systems only. Deck Type 1: Wood, Non - insulated Deck Description: 19/32" or greater plywood or wood plank System Type E-3: RUBEROID® Tile Underlayment, Base Sheet mechanically attached. All General and System Limitations shall apply. • ..... ▪ • • Anchor sheet: GAFGLAS® GAFGLAS #80 Ultimarm Base Shot, RUBEROID® tease sheet, • or Tile -Mate Modified Base Sheet applied with a minimum 2" side litit Ind a : ..... minimum rend lap. Base sheet may be applied at a right angle (9O 'tbttle slope • of the deck with approved annular ring shank nails and tin caps at a asf finer • • • • • spacing of 6" o.c. at the 2" side lap, and two 12" o.c. staggered row�•Qng the • • • • •• • center of the sheet. •••••• • • • • • •• Membrane: One ply RUBEROID® MOP, RUBEROID® MOP PLUS, Tile -Mite Modified • Cap or Tile -Mate Modified Cap Plus, membrane may be applied at a right angle • •' • • (90°) to the slope of the deck* adhered with Ruberoid Adhesive of Matrixx Select : • 102 at a rate of 12 gal/sq. Membrane shall be backnailed to deck with approved • • annular ring shank nails and tin caps at a maximum fastener spacing of 6" o.c. No nails or tin caps shall be exposed. Allow 72 hour cure nrlor to loading and installing tiles. * Membrane may also be installed parallel to the slope of the roof (i.e. strapping). If membrane is strapped, then anchor sheet and ply sheet must also be strapped. Maximum Design Pressure: Refer to tile manufacturer's NOA. Maxim= Slope: Must Comply with Roofing Application Standard RAS 118, RAS 119, RAS 120 and applicable Building Code. NOA No: 03-0501.02 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 31 of 32 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply Tm 6 when used as a mechanically fastened base or anchor sheet. 2 Minimum I /a" Dens Deck or Va Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fue classification is not part of this acceptance, refer to a current Approved Roofing Materia . Directory for fire ratings of this product. •••••• . • • • • 2. Insulation may be installed in multiple layers. The first layer shall be attached in compji g with:... :. Product Control Approval guidelines. All other layers shall be adhered in a full mopping approved asphalt applied within the EVT range and at a rate of 20-40 lbs sq., or meci r+ie lly • • .. attached using the fastening pattern of the top layer • • • •' • 3. All standard panel sizes are acceptable for mechanical attachment. When applidt; 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 :ovor dlosed cell. foam insulations when the base sheet is fully mopped. If no recovery board is used the lase stater • • shall be applied using spot mopping with approved asphalt, 12" diameter circles, Z4" • ote.; or steffp • mopped 8" ribbons in three rows, one at each sidelap and one down the reenter of the sheet allowing a continuous area of. ventilation. Encircling of the strips is not acceptable. A 6" break shall bee • placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbssq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a /Minimum Characteristic Force (F) value of 275 lb£, as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lb£ insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor /base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall uiitin the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and comer areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No: 03- 0301.02 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 32 of 32 ' ROOF COVERING MATERIALS (TENT ---,a , RUOII-tNG SYSTEMS (TGFU)— Continued l / Base Sheet (Optional): One or more layers Type GI. G2 or 63. Membrane: One or more layers of "Ruberoid TorcW' (smooth or granule? ift "Ruberoid Torch Ms' (granule), "Ruberoid Mop' (granule) or °Ruberoi Mop Plus" (granule). Coating: Karnak No. 97, 1 -1/2 - 3 gal /sq. Deck: C -iS/32 Incline: 1/2 Insulation: One or more layers perlite, glass fiber, isocyanurate, urellpan e, perlite /isucydnurate corehosite, perlite /urethane composite, ptOoli c, 1 -1/2 in. min thickness (offset from plywood joints 6 in.). Base Sheet: One or more layers of type G2 or G3. Ply Sheet (Optioiiat): One or more layers of tyre Gl. Membrane: Otte or male layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), 'Ruberoid Mop' (smooth or granule) or "Ruberoid Mop Plus" (granitle). Surfacing: Karnak No. 97, 1-1/2 - 3 gat /sq. Deck: NC Incline: 1/2 Base Sheet (Optional): One or inure layers of Type GL.. G2 or G3. Membrane: Otte or ntore layers of "Ruberoid Torch" (smOOth or granule), "Ruberoid Torch Phis" (graiut le) . Surfacing (Optional): Kat rt.lk "fro. 97" or "164" at 1.3 gal /sq or Grundy Ind. "20 F Emulsion' at 3 gat /sq. . Deck: C -15/32 Iodine: 1/2 - Insutation: One or mole layers perlite, Olass fiber, 3/4 in mitt, isocyanurate, urell➢arle, perlitelisocyanCnate composite, perlite /urethane con,yrositN, pihenntic, 1.t /2 ill.. Mill. Base Sheet (Optional): Ofie or r;iore layers of Type Gi, G2 or G3, Membrane: One ,.r more tayr,r.''. of "Ruberntd lords" (smooth or granule), "Ruberoid Torch Nos" (granule), "RtMeroi;l Mott" (smooth or granule) art "Ruberoid Mop Plus' (q :3r:ule). Surfacinrp breve?. ;,cli te: ''>; i t, Deck: C-15/32 insulation (Optional): One or more layers perlite, wood fiber, glass fiber. i5:icyanu ate, Loot.hv:iz in, 0itnli O.vni.trate composite, piker / uret4,yne. r=zniY isite. wood fiber/iSOe:yetnurate eoi➢:tao3ite, phenolic. Base Sheet: iV?o cr inc?" ureters, tai Type 1i2 or G3. Pty Street (Optionali): Orre or more layers of type t :l. Membrane: One or mote e layer,' ,-J ".id T 'f:" (sin milli of gr lro. ). "Ruberoid Torch Plrt " (;rarrr-ulei, "Rolleioid Myi tstrwuth or granule) or - :. i.m iii :'itip Pius' (gia7ufle)- ' 1.- 1/2 - 3 -tats;; Or ia-.iet, sttrfaCii�%f: Karnak No. � r . a. t;ecl.° MC Incline: 1/2 insuta_iorn floe ol, more layers I',t.fliiP!, eta` ;. hber, 1 /4 in. thin, is;sc:f3t:tttate, urn :thane, pertite°isocyanurate composite, perite /urethane ro7..pc;ite. pher:olic. 1-1/ itt te;. Pe se Sheet (Optional)! Une or fnufe sayers ;,f 1 p r',:. G2 or Gl. r=rs op °Ritherr➢il1 Torch" ((stnnnth or gran ul.e), i` +E tit.'.vP,t: lit„ :;r" ;evf, " " ➢Y �.. - • 'Flu /leroii toich r'iui- (granule), 'Roberoili Moir" (smooth or granule) Or "o,a M; P. f-) . Sttrtiadri 'PJ, ttft .c.., rn_im Rpof t-.r➢asi : ➢g" :,t 1.2 rtai3';o. S. Deck: -15/32 Incline: 1/2 Inst 1 eicr. rir ition :it1: C>;2 or ric< � rs perlitc, gigs fiber, 3,/,,, ;r, mica, 's0, :yar,J,ntt', urethane, penile/ Gl.yonuratte composite, pertitc/ r• -1/2 i`? nun. 'Base tier , e of r ;AFtitAs lays gas sheer, Rase' 4hi.�t: One r, wore ''snit ' }f Type ;:% 'ti t C hot r .p; - . or =air r tt,. f ,ct €rsed in place. .ty stua,.t. 4, _ or eiore t t`a i - of Type G1 'GM ut,A'i Ply 4', hot mopped in Place. ._. - Fietsrbrarw= 'tu4>~r, °,ii .',- lilt PP:' }.,t :ruin;. Surfadinc, (Optir➢rt.il) AF libr,uc1 Attiitii:tuin coati; GAF d'1eahit'r Lual, p in .:.'tit. at 3 r- '11`,n 10. neck: l.-1 /';2 Incline: ".'Y Insulation (Optie,tat): One ar inert rayed perlite, glass Piper, 3/4 in, min, °is,e,ji ea.3!>, t+r?Lhane, tpc?ititr'(iSCKya I sui;;te composite,,,. pi'eri to / urethane composite, phenolic, 1 -1/2 in. min. i34Se Sheet: O:'u ur more i..,:yeis of Typo 62 C R;t.A1 g75 ge:„e Sheet,,, hest mopped or ;itr=chankasty fasters 4d41,A-ce '11't .. ;, , r Fiy "sheet: clriC or n- :uro layers of Teiipefi`i "GAF£:IAS Plfi 4 'or ",AF,iIAS PLY b" not (noppt!ti i :: place . , Membraa; o h .oiri Torch i-f" (g ripje). Surfacing (Opt' „al) Ci /1t' F:bc erf'A untinurst t L,ating at 1'1 2 uatjso u=; , GAF Weather Cott l,r➢ul,,ion at 3 ga(lsp, ,1 a t. Peck C-15/32 ri._ti€'m ` •fa i•i; ; Insulation: lsiicyant.r :te r` in. lion sf.m4rthoi, peAltp. ;iTgisas fiber, ri or e+ a ,tart.; ,ill r •caslane l in Place. Joints any rtrickr :es;. ..., a�.,rs :,. at 1 -1/2 galls o, or offset 6 in Rase cape@ O :•r t Cie sayers of Type. 2 CATGIAS 875 Bice Sheet r `:t ii ,e d or VirL h - til iy I mare .:t. Pty Sheet (Optional): One or mere: layers fype GI • "1;Afi,t AS t ry ,,' Or hot rn7aped tit plac?- Membrane: "Ruberoid Torch Iii" (granitic!). Sirrftgiog (t)pte =. =::i1). GAF t n.i Aluminum 4F 9 /taper tom l ittolits+t ,tt F 3 '. cooling at 1-1/2 o /Sr1 or ROOF C' RING MATERIALS (TENT) 135 ROOfINGrsV STEMS (TGFU) -- Continued 12. Dealt-IS/32 Incline: 1/2 Insolation (Optional): Isc0cyanurate, perlite or glass fiber, any thickness. hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: Oi,e or more layers of Type 62 "GAfGLAS If Base Sheet ", hot mopped or mechanic ally fastened in place. Ply Sheet: One or mute layers of Type GI "GAFGLAS Pty 4" or 'Ply 6 ", hot mopped in place. ,~ Membrane: "Rolnick, To rch Fr (granule). Surfacing (Optional): GAF ribered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat EntatSi' it at 3 gat /s4. 13. Deck: NC teciine: 1/2 Insulation (Opti%nat): I.ecy.rnurate. wood fiber board, perlite, glass fiber, any thickness, hot him :ped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One gr,mnrd layers of Type G2 "GLI(�. II /5 Base Sheet ", hot propped in ,place. • es ,, • PIy Sheet (Optional: One nr Mae layers of Type GI "GAFGI ASIPEye;'ar 'Ply 6" hot mopped 111 ltteit:tte�••••• •'a'.•I,Z• '• Membrane: ='Ruberoid Torch jE J:tanule). •., � • Surfacing (Optional): "GAF ri d'A:!Urninunl coating" at 41/2 gal %sq of GAF Weather Coat Ern utsi t(idt�l at/sq. ••.• ••••,• 14. Deck: NC 9••••'I'nttin� 1/2 • • • • insulation (0ptionat): 1- � at 01flea ea Wood tftae•r•board, ilk,.gtas% fiber, any titiekrc,s, hot tjigoped et nierlitilriiatfy fastentrtrei�Le. 330ints offset 6 in. •• • ••• Base Sheet: Ono ear :t➢e}i`l}n!M?t/f '1 tiAFf;t_iiS.;i-i5 tiase'?htPt:,'hot mopped in place. • • • • Fly Sheet (Optional): Orre,.,or;no layers 6f•'t"f?r' l -A5 Pi,s:,` 4%fy 6" hot mopped in puree. • • • •••• • • ttenibrane: "g;:bvlid Torct,'lrfi' i;Srrnttle3. • ••• • •••••• sUrfacin9 (O'f t:ur:al): G/� F v,k. trig 1-nai E1rri: Sirslc Nt➢liflCd�at 3 galivi t or CiAF Fiberad Aluminum (.:o.itino At 1 -1/2 gal/sq. •• )5. Deck: C '1S/37 tnctirre•: 1/ Insulation (Optional): Pv alto, fiber glass, isoCyarirarate, tate=thane, pcclite/ iwcyariuratn composite 'ter j]i }crst, Base Sheet: One or more layers Type-C.2 of G3 lies- 1 ;sect, hot niopp ,;_d or rnli-.hsiica1i f -- ter-i_1- Fty Street (Optional): Oro: Or .i.: C Lys Type (i g 1,-it r!c1pu d in Mace. . tletorinet -Rt t;n,eirl Mop €R" or "Ruicroid plop 1701 Fn" (granrfe). °. Deck: C-1"...,/32 1n €Iii ➢e: I /2 insulation (Dptiorrat): Ps dire, fiber Mass, isncyanurate, urethane. penile/ isacyanuratc tempr}51te or p +w:,i;tic, ofisei c in, i:•1,,, j,; ,,i;. Base Sheet: One ur 1110re_ triers at Type C, -2 or 6 -3 base shs t, hot mopped or •necr..:nic .aciy r ,t , • Ply Sheet ((iptionat) - e3tia lit i..orc kyers of p. f,-1 hr t r,lopper.S in place. Fternbrane: One tayrr o! "Ri *- :e1 Told :" or "k .oaruid Mop" (sinoarti . Membrane: One layer 01 "Ruberoid Torch rfl" nr "Ruberoid Mop f+3" fgranute) 1?, De NC tnctirre; 1 - Irck: rstliation !tOptieti%;8`t): `t'rirf fibeo �i.y;; -r r,Fn. ,.r,rv.ai =rir;;ra, urethane, perlite /isuCy..ailuiate tuttipiolite Base Sheets Oce nt more toeierc Type 0? nr 01 hii`e'lifief, hot mopped or mechanically fasterZc ct_ Ply Sheet (Optional) : One in ',lore leyeis Type U 1. hot ati+ppa=d in place Memhrar : 0:'e layer of 'f ijero:i Mop lk' or 'Ritheic,si r`iop 170 f ' (granule). 18. Deck: 141 Insulation (Optional) Pr :ute, Tiber glass, wood hSc:, iscry,eriu: ate itrett ir'e. p +ltdeii. tae .}r1 !rata rr, :nptsyt.g rr nhr"ntr4ir_. Base a1:e t (Opt6i➢rtaro t): Ui e e,;r itit3ie ta3!!!S of i lire• t,-1 Cr 0 -.3 t1.i°+. sheet, hilt mopped or mechanically fastened. Ply Sheet (optional): One Of more Taper: of i ytac i. t, hot mopped ii place. Membtane: One taster c,l 'kjcoer d r 1' (star uch), "u'' rcid Mop (smooth). Merubrane: istav ;.zit t r t ,`7 h ft r.,.ch FP,,' , tEra? rniA Mop FR" t Ruberoid Mop 110 i FL ,.�raele) 1! . Deo Mc tn<ii,te: 1 2 In5Uf-rtion ption at), pin, ill .n :ire hire : - of ;le;ri'te, :soc¢acier ,ate. erretl➢.? , ➢R', p'Se11k , 1,r1, - ,ennrat, , ter at3ti1ire er 1:I:er 0tIt. a1 t f ; i.knos;. Rase Sheet: Clio or r➢ -Cie ,' r t i }r i 11(21" i■npp,'ii ar a,i1..:s0 ; w:' KRr :.tk Cu.. - Co. ,, ..tan "No fiiftt' colti er!,rl r at; the rl 1e2 gat /sq. * -ic.t t a 1. t f r r nt ',Pr i +r1 :=r ti FR" ter "itei " :2nO:i t"top9 170 i edicts I ; 1 Tarns'. it'toati.at Le. -No. 81' Gibson-lion-Ian "NE). 6160" cold applied,.dhesiv + c at 1-1/2 gat /sq. 20 Deck:1- 11/:2 inttinle: 1`4 Insulation Paiyisocyanurate, any thickrteis. 13ase She, t: "tidal GL/ S 15" (Type 021, .itz,eiiaib,..•` :r = `.'ache•1. PRTINCT MIAMI-DADE • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) M1IIAMI -DADE COUNTY, FLORIDA M E t RO -DAD E FLAGLER BUILDING 140 WEST,FLAGLERSTREET, SUITE 1.603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2908 Monier Lifctile, LLC 135 NW 20th Street Boca Raton, FL 33431 • • • • .•.... •• • • SCOPE: •' •••• •• ...... •• •• ••••••• • This NOA is being issued under the applicable rules and regulations governing the use'dF'evnstructioninaterial's." • • The documentation submitted has been reviewed by Miami -Dade County Product Coniro1 1 jvisio naiad icceptiel•••: • by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and ther. ie, s whet t Vl4owed by • • the Authority Having Jurisdiction (AHJ). ••••„• • • • • ••.•. This NOA shall not be valid after the expiration date stated below. The Miami -Dade count)? ProdtTi ontrol •• Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade CbunjnreserGelbetight ro ••• have this product or material tested for quality assurance purposes. If this product or material fails ∎torzformjt,•••: the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immed1 tely • revoke, modify, or suspend the use of suchiproduct 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 thc Iiigh Velocity hurricane Zone.of the Florida Building Code. DESCRIPTION: Villa, Roll, and Capri Concrete Roof Tile LABELING: Each unit shall bear a permanent label with thc manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will -occ after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NQA. as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for terrnination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety.. INSPECTION: A copy of this entire NOA shall be provided to thc user by the manufacturer or its distributors • and shall be available for inspection at the job sire at the request of thc Building Official. • • • • • • a e • This NOA consists of pages 1 through 7. _ • . . • • • •• • • • • The submitted documentation was reviewed by? Franit Zui®tga,•1ZRG? • • • e • • • e • • • • • • • t • • • • • • • • • a • • • • • • • • • • • • • • • ••e • • • • • It • • • • .• • t • a • • NOA No: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Material: 1. SCOPE Low Profile Roofing Tiles Concrete • . • • ••••.. This renews a system using Monier Lifetile Villa, Roll, and Capri Cortereti Rood' Tile, as ' • • •: • manufactured Monier Lifetile LLC and described in Section 2 of this Notic'e'8f *ccepaiMe'•For locations where the pressure requirements, as determined by applicable B iifdil t Code does not . • exceed the design pressure values obtained by calculations in compliance "ki,4t,)�t1S l2 iTz the :' "'; values listed in section 4 herein. The attachment calculations shall be den@ as.a mogr}ent b . °°°°° • •.•..• • • •• system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Monier Lifetile LLC Villa & Roll Monier Lifeitile LLC Capri Tile Trim Pieces Test Dimensions Specifications 1= 16%" w = 13" '/2" thick L = 17" W= 1234" '/z ' thick 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Agency Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc.- The Center for Applied Engi I . ' g, Inc. 71, PA 112 . PA 112 PA 112 Test Identifier 7161 -03 Appendix III 7161 -03. Appendix :II P0402: ••_ 94-0603 94-084 • • • • • s • • • • • • • • a • • • ••® • • ".•. • • • • • • . • •• • Product Description • ••••• .... • ••• • .. • ...... • • • • • •••... •. Low profile, interlocking, high pressure extruded concrete roof tile equipped with one nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Low profile, interlocking, high pressurc extruded concrete roof tile equipped with one nail hole and double roll ribs. For dircct deck or battened nail -on, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at-hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report Date Static Uplift Testing Dec. 1991 PA 102 & PA 102(A) Wind Tunnel Testing Dec. 1991 • • • ; • ; PLA OreTa 1:On) •WiChdravineRes tinge Testing of Sept. 1993 screw vs. smooth %hank nails Static Uplift Testing per_ 10 Lehtdhitive'Sct) ktatr ctJj1iffTesting PA 101• (Mortar Set) March, 1994 May 1994 NOA No.: 02- 1205.05 Expiration Date: 1246/07 Approval, Date: 01/02/03 Pgage .of 1 Test Agency Redland Technologies Redland Technologies Professional Service Industries, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. 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. Walker Engineering, Inc. Test Identifier • P0631-01 Letter Dated Aug. 1, 1994 224 -47099 25- 7094 -1 25- 7094 -7 25- 7094 -4 Project No. 307025 Test #MDC-760 25- 7183 -1 25- 7183 -2 25- 7214 -2 25- 7214 -6 528454 -2 -1 520109 -2 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Test Name/Report Wind Tunnel Testing PA 108 (Mortar Set) Wind Tunnel Testing PA 108 (Nail -On) Physical Properties PA 112 Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Dock,•. New Construction)❑ •• Static Uplift Testing • .• PA 102 •.•• (4" Headlap, Nails, Battens)... • Static Uplift Testing • •; ••. PA 102 .. . • (4" Headlap, Nails, Direct peal:;: Recover/Reroof) Wind Driven Rain ••' PA 100 Static Uplift Testing PA 102 (2 Quik-Drivc Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drivc Screws, Battens) Static Uplift Testing PA 102 (1 Quik-Drivc Screw, Direct Deck) (1 Quik -Drive Screw, Battens) Static Uplift Testing PA 101 Aerodynamic Ivlultiplicr 25-7183 25-7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Evaluation Calculati®ns. o .Aero4111;71:c Ivluitiplicrs • . . • n. Calc+il'�tab • • • • • • • • . • • • • • Evaluation n5, ;1hyy Patty Adlicsav4 Set System. .. • • • • . • • •• • • t•• • t . • et •e• • 1., e e =.t t • . • • • t•• • • • • • • • • t. . • • • • • 1 • It • • •. . ••• • • • tie • •':; . • • • • .• • It • • '. •. •t• •• Date July 1994 Aug. 1994 Sept. 1994 Oct. 1994 •••••• Oct.' 11994 '. ...... OFi •1994 ..... • • • • • •. ..... • . Qc�' ?994 • . • •. .. ....• • . . Feb. 1995 Feb. 1995 March, 1995 Sep. 1998 Dec. 1998 March 1999 March 1995 February 1996 April 1996 December 1996 April 1999 April 1999 NOA No 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 3 of 7 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive sct tile applications, a static field uplift tcst shall be performed in accordance with RAS 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 submits �d to • the Building Code Compliance Office for review. • . •, • 3.4 Minimum underlayment shall be in compliance with the applicable •Rb'bf tg Ap ?1icaji�ons Standards listed section 4.1 herein. • 44.44• • 3.5 30/90 hot mopped underlayment applications may be installed perpendicq.M to the roof lope unless stated otherwise by the underlayment material manufacturers push t1 liternit...• ••••• 3.6 This acceptance is for wood deck applications. Minimum deck reddi� .itjents shall in 44;44' • compliance with applicable building code. • • • • • • • • • • •.... • • • - . •••••• • • • •••••• • • •••••• • • 4. INSTALLATION • • • •' •••••' 4.1 Monier Lifetile Villa, Roll, and Capri Concrete Roof Tile and its'tontponetats. shill be: •••• • installed in strict compliance with Roofing Application Standard RAS 118, RAS rill, and RAS 120. 4.2 Data For Attachment Calculations 1 Table 1: Average wetgnt tvv) anu 1.,1•11C.11Ivesa 111 n. •. 1 Tile Profile Weight -W (Ibf) Length -1 (ft) Width -w (ft) Monier Lifetile Villa and Roll Tile 9.1 1.33 1.08 Monier Lifetile Capri Tile 9.51 1.42 1.03 Tile Profile Table 2: Aerodynamic Multipliers - X ft3) X (ft') Batten Application and a Capri Tile 0.267 Monier Lifetile Villa, Roll a p Tile Profile Monier Lifetile Villa, Roll, and Capri Tile X (ft3) Direct Deck Application 0.289 Table 3: Restoring Moments due to Gravity - Mg (ft -Ibf) 6":12" 3 ":12" 4" :12" 511:12'1 Battens Direct Deck 5.57 6.30 Battens Direct Deck 5.48 6.18 Battens Direct Deck Battens Direct Deck 7 ":12" or greater Battens • Direct Deck 5.37 6.05. '5.24 _ 5.90 5.09 5.73 • • • • • i • • e • • • • • • • a ••• • • • • • • • • • • • • • e • •• • • • •.• • • • • •'• • • • • • es • •• • • • • • • • 1 • •, • 1 • • • e; • it 4 •• ••t • • • • • • • 4 • • • • -e • • 4 • • e • 411 • - e • • • • a • • • • .• • • 1 • • • 1 4 111 4411 4 1 1 t 1 1 6 1 1 1 1 I t 1 1, 1 • e • • • • • • It • • • • • • •• • • • '• „• -, • • • • • .J.01..14 • •• •• • •1• a- • NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page4.of7 .t Table 4: Attachment Resistance Expressed as a Moment - M, (ft-Ibf) for Nail -On Systems Tile Profile Tile Application Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) 2 See manufactures component approval for installation requirements. Battens Monier Lifetile Villa, Roll, and Capri Tile 2 -10d Ring Shank Nails 86.61' 27.8 37.4 _ 28.8 1 -10d Smooth or Screw Shank Nail 4 Large paddy placement of 54grams >of PolyProf'". 8.8 11.8 • • • j• , ;4.9• • • • . :1.'1." • 2 -10d Smooth or Screw Shank Nails ,' : 16.4 : • • 21.9 • 1 #8 Screw • 25.8 25.8 • " "• •22.9•1 49!I• 2 #8 Screw 47.1 47.1 •"• •••••s 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 • • • • • • • •2 4.7'. " 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 : • . • • ••••_• • na l 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 • .. 35.5 • .,3,48 • • 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails' I 43.0 ( 67.5 I 50.9 Installation with a 4" tile headlap and fastemers are located a min. of VA from head of tile. Table 5: Attachment Resistance Expressed as a Moment M, (ft -Ibf) for Two Patty Adhesive Set Systems . Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Villa, Roll, and Capri Tile Adhesive 26.1' 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 11.4 grams. Polyfoam Product. Inc. Average weight perpatty 8 grams. •.•••• • • • • • 0.010• • • ••••• • • ••••• •••••• 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 Villa, Roll, and Capri Tile Polyfoam PolyProTM' 86.61' Polyfoam PolyPro T" _ 45.55 4 Large paddy placement of 54grams >of PolyProf'". 5 Medium paddyplacement of 24grams of PolyPrc : ": . : ,' : •' : • • : • • • ' • • • •• •• • • • • • • • • • • • • • • • • • •: • •. •_• •• '•• • ':. • • •• • • • • • • • • • • • • • • • • • • • • a•• • • • 0 -• 0 • • • • • • • • • • 0 • • - •• • • •• a 0 • • • • • a •• •6 t a t 1 1 • • • • • • • • • • •s• • • / R a • • • a • • • • • ! .• •- •• ••• • • • • .0 • • • • • • . • • ••• •• •• • • 0 NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01102/03 Page 5of7 • .. ••••• • •••0• • • Table 56: Attachment Resistance Expressed as a Moment - Mf (ft -lbf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Monier Lifftile Villa, Roll. and Capri Tile Mortar Set' 20.60 • • • • • . • • •••••• 5. LABELING • All tiles shall bear the imprint or identifiable marking of the manufactffit'�•trame &Tolti; or •••••• following statement: "Miami -Dade County Product Control Approved ". • •... • • 6. BUILDING PERMIT REQUIREMENTS •••.. • • 6.1 Application for building permit shall be accompanied by copies of lit, cllowir :. •• ••••• • •• •••••• • 6.1.1 This Notice of Acceptance. • • • • • 6.1.2 Any other documents required by the Building Official or"applkoable bualdisig •••• code • code in order to properly evaluate the installation of this system. •••• • • • • ••• • • •••••• • • • • •• PROFILE DRAWINGS MONIER LIFETILE VILLA CONCRETE ROOF TILE • • ••• •• •• •• • • • • • • • • • • • • • • • •• •• • • • 0 • • • • • • • • a•• •• •ea •.• •• e a • • • a • • • • • • • • e • • • • •• • • • • • • •V • • • • • • • • •, • • • • • • • • • • • • • • • • • • It • • • • • • • • • • • • • • • NOA No.: 02- 1205.05 Expiration Date: 12/1017 Approval Date: ;Q1 /02/83,.,,,: e 11 • • • • • • ...... •• • • . • •.••.. • • • 0.0.00 • • ••• .....• • • • ••.. . . '• •• • •a •••• ...... ••.... • 13" • • • • • • • • • • .....• . • ••, •••• • •• • • .•• • •..•.. .• • 16 -1/2" MONIER LIFETILE ROLL CONCRETE ROOF TILE • • • • • • •. •• • • • 4 • • • • • 4 .• • 4 • • • • • • • • • • • • • s• •• • • • • '• s MOL IER LIFE1 ILE PRa.Cq C '•SCE RQOi;;CILE • ••s� • ••• END 00 FiglgACCSIT NCE : : . • • • • •.•• r• •. • • • . • • • • • 's' ' •s • • •• • • •s.� • .. • . • F.L O FLORIDA INTERNATIONAL ENGINEERING & TESTING LAB INSIGHT•INNOVATION•INTEGRATION 16701 Southwest 117th Avenue • Miami, Florida 33177 Phone: (305) 378 -1991 • Fax: (305) 378 -1997 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH MIAMI -DADE BUILDING CODE COMPLIANCE PROTOCOL TAS 106 No 1016 SITE SPECIFIC INFORMATION Owner's Name: IA I -t t 6 Co b-t u e-D col �1-k'9_6.14 Permit # l l- 0 a - 2-239 Job Address: !S(,' °t g-r:, M t 'A6-t∎ 'Mc' s ft. Roofing Contractor: KA,ui eLlW Fo-F` t- 6 T y p e of Tile: t-b t boor 5 1r- 'lam Lk - f®kc.4 4- i Date Installed '\ 2-- 21 -04 Approximate Roof Height: h°2'. feet 4iD .' " l 7 Type of Access to Roof: Scaffolds Ladder Other Approximate Square Footage of Roof: -31 4e 00 ft2 Required Testing Force: 35 lbs. Testing Equipment: F.G.E. 100X, Shimpo Instrument Date: i -i1- -Of TEST RESULTS P = PASS, F = FAIL 3 1 2 3 PtiO Te Ti 28 (PorE 1'M 27 51 52 Up1 PuIt Toat (P or F) 7 pA v 4 5 6 7 8 9 28 29 53 54 30 31 55 i 76 77 78 79 80 58 10 11 32 33 34 35 57 58 81 82 83 59 84 60 85 36 61 88 12 37 62 87 13 14 15 38 39 40 .1 16 41 66 88 89 90 91 17 42 67 92 18 43 68 93 19 44 69 20 45 70 94 95 21 22 46 47 71 72 98 97 23 48 73 24 49 74 98 99 25 50 75 100 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. RESPECTFULLY SUBMITTED BY: i-4•C? V (Ai Vinayagar M. Balakrishnan V. P. E. Licit 63107 Miami -Dade Lab Certification # 07- 0612.11 State of FL Certificate of Authorization # 27273 Sketch of Roof Job g to OE 4et 4-r, 44t' Q 1 i. Sheet Nwi her '1---00-- Cousxactor Checked By She i����■u rrr�uertrru�r�irr�rrrrs�r 11111111111111111111111111111111111111111MIMINUINIMINIM irrirr�� �� INUNiIMMri I rNUM rrrrr��u��� rrrr�r ■r�rrrrr� �� �r°r r�trs�rrrrr ■rrrrnMNUirrirrrrNU Icv PADr!r7! 111111111111111111111111111111MMINIMINIIIMNIMEMM ■rrii�i r<llrlirliii' r�, 11111111111111111111111111111111111111111111111111MMINIII ilia. a.a a momra1 'osa swm rnrrrr, rlsrtislmir "/ iir -rr --- .. '►r_rrllr -R ■r�rrrrr� �� � � "�.�.�T�. rrtral VA/TMN: r �'AiF'H i►Nir ■__■ WI ■iusrlw�.. �aiAiii■ irriil►►. Ir ..M '"� #'�'� INN IMMI i INIfrf ri`'MI Mf LC=.� iL i[rrri■ MUMINNIIIMPANIMS, IIMINIME511111111MIL' ` rA■ maw iim[r�t! ' ► �r �aML ire►!■ rrrr�li , ����i�i�rrL x' j'►■ rrrirl,i..�rr►. 'iriri1''' ;'/! `ieram ar•N•Rrras ur 1 1.111 , �rf /ri�r11I »iuuII rr�trrrrr� � __���� riIMMESE �.E�_►,`1,C illt -tl - -- Ctlt:Z »sue �...�a� �wsi�s��ae .:. irl� il�rltr�rt�rr 4I Mame Sc oww V lfe 'e4 7,044rateat 10050 NE god Ave Miami Shores, Fl 33138 Phone 305 - 795 -2204; Fax 305 -756 -8972 www.miamishoresvillage.com RE: Permit # f -07 -- 3ci DATE: I1 /0t)lCpl�7 INSPECTION AFFIDAVIT ,1 , licensed as a (n) Cont y/ Engineer / Architect, (Print name and circle License Type) FS 468 Building Inspector License #: r✓C' 64; 00i)0r7 On or about o , I did personally inspect the roof deck nailing and /or (Date & time) secondary water barrier work at (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) ethd.4-1 Clidi Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this lb day of AN Zed-f Notary Public, Sate of Florida at Large *General, Building, Residential, or Roofing Contractors or any individual certified `! ° °`'" 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection