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RF-07-547
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 43712 Permit Number: RF -3 -07 -547 Inspection Date: 08/20/2007 Inspector: Grande, Claudio Owner: RODRIGUEZ, LUZ Job Address: 1095 95 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: KAWALEK ROOFING & PAINTING, INC Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132060143630 Lot: Phone: 786- 277 -9540 Building Department Comm Tear off existing tile and flat roof and replace with new one ( � �� O D Passed Inspector Comments my b A.Cfr-e Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Thursday, August 16, 2007 Page 1 of 2 U.S. SOUTH Engineering & Testing Lab., Inc. 6065 N.W. 167th Street, Suite B -23 • Miami Lakes, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPILANCE PROTOCOL TAS 106 Project t 09653 SITE SPECIFIC INFORMATION Owner's Name. L.0 20 4 Permit #9F? , "54 Job Address 1+.- 4i '' b,.1. t /kb-it, ` 4 (-6-die- I� Roofing Contr to � G� c 49 r� � 9k � �l� � Type of Tile: Date Installed. Approximate Roof Height: feet Roof Pitch: 5 F. i)-- Type of Access to Roof: Scaffolds , Ladder Other Approximate Square Footage of Roof: 3 ® ® 0 ft2 Required Testin Force: 35 lbs. Testing Equipment: Chatillion 100 Date Tested. ® 1 g ..-0- TEST RESULTS P = PASS, F = FAIL Tat Location Uplift Pup Test(P or F) Tat Location Uplift Pup Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pup Test(P or F) 1'/ri `I " : -' _.lw - , 78 2 27 52 I 77 3 28 53 78 4 29 54 79 5 30 55 80 6 31 56 81 7 32 57 82 8 33 58 83 9 34 59 84 10 35 60 85 11 36 61 86 12 37 B2 87 13 38 63 88 14 39 - 64 89 15 40 65 90 16 41 66 91 17 42 67 92 18 43 68 93 19 44 69 94 20 45 70 95 21 46 71 96 22 47 72 97 23 48 73 88 24 49 74 99 25 - P 50 / 75 100 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS REPO TTED BY: Lab Certification # 98- 0608.04 State of FL Certificate Authorization # 4100 Sketch of Roof Job 1 o9 t t(if,t425f-1 Sheet Number of ?EUt t_eiz -, Contractor Checked By Scale unammmummusummummumummumi numimmourimmunumminommmummou immumummummaimaummumummommoms ammorgrammminniummummummuummuumpan noraminroapreall111111111111=111N111 AM111111111110111111111 minidaraminiammonumaseausgion maummeariumusimmantirmisman aummumussimummannommunn menummaramommummummumnreman cramminwammamurtatannimmgoomreamms ingnalumnommuummarmwmuommum 11111111111121111~9111111111111111101=011111111111 imummegiambiammreamomano immouriimmumnfaummumumwmarmatm unimmordsommurdoniumans mmirizammommummeammemasmammooms ramardinmrardmummennommummorasomm oreammiumuffliammommmumummumman sociummmummumaiumummum imummuniecommommmraminmummis mornammumummitimmimimmummum Inomotweremmumairanummummiaana 11111111MMEMILM11111111111111111111111111111111111111111111111111111111 1111Erk4mmmatemummium unausimimmuimmumumeassammui imannammanumminimmommommum Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATIO FBC 2004 Permit No. 24161 Master Permit No. wawwweeeseeeeseesee Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) LA z- g o d r i Q(.CeZ_ Phone # 3o5 '75 /—o/ L2 2 Owner.'�s Address I o q5 wE City 1 "�x5 b0 j State Ft- Zip 5313 Phone # Tenant/Lessee Name Job Address (where the work is being done) IOR1 ft/ g5-1-hs City Miami Shores Village County Miami -Dade FOLIO / PARCEL # 1 6' o —014 Is Building Historically Designated YES NO Zip Contractor's Company Name t<a L'J& t e i< Roo-cling (`Stns Phone # Contractor's Address City la Mk tate FI-- 101130X 531051 i? S 175L/_olgl Zip 33153. Qualifier Name 'OJ. - ck.tiv . € Phone # State Certificate or Registration No. Certificate of Competency No. 06 t3 S 0c0° 17 Architect/Engineer's Name (if applicable) Value of Work For this Permit $ c, COO .00 Phone # 4" Square / Linear Footage Of Work: r"1 300 Type of Work: DAddition ['Alteration DNew• if Repair/Replace ❑ Demolition Describe Work: ea ex( I 1 /A IeLce * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * ** Fees************* ** * ** * ** ** * * *** * * * ** * * * ** * * * * ** Submittal Fee $ 2 � °�� CCF $ ICI • Z0 CO /CC Notary $ Training /Education Fee $ � . 40 Technology Fee $ a 75 Scanning $ 12.. Radon $ DPBR $ Zoning $ 2 3 PAID Permit Fee $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 4•O1 See Reverse side - Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mor t[ er'44me licable) Mort J4t der'sakddre a 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 A1+141DAVIT: 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 firt inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will be approved and a reinspection fee will be charged. Signature Owner or Agent The forego g instrument was acknowledged before me this ( , The fore ing instrument was acknowledged before me this ) 0, day of (� 20c by L 2064.91.9/2._ , day of 20 ; by Q�'u 1 ftcw f€ L, . who is personally known to me or who has produced who is personally known to me or who has produced Signature Contractor .` identification and who did take an oath. as identification and who did take an oath. NOTARY P NOTARY PUBLIC: Kid& n t;I V d. �S sign: ��. _ � Nla Dz, ,_ misslonD �► Print: �1f `9^�'i, sCom .s•1u113�t MIP , :.. o o oatded "l hr4 �y.. 4 My Co fission Expires: Commission Expires: _ COrrtrDissi� nwN� AilaiihcBondin�3t P eiNtil ii• 1 % jiz�d'' Ali APPLICATION APPROVED BY: (Revised 02/08/06) argas DD231,; WA Plans Examiner Engineer Zoning ROOF ASSEMBLIES AND ROOFTOP STRUCTURES • • • ••• • • •••• • • • •• •• • '•• • • • ••• • • • • • otos 4144 • • • •• •••• • • • Florida Building Code Edition ' ••' :: • High- Velocity Hurricane Zone Uniform Permit ApplicatIon%rm. ••• ' •' ••• ••• • • • • • • • • • • • • • Section A (General lnformatlart) : • • • • • • • • •' • • •• �•• • • • ' •• a"- ] 5- 1" `� .0 • • • •• . I Master Permit No. pp �--nn Process NA. • • • • • • • - °' I` • Contractor's Name K60A0/60 11®�T l n� i MAR If 0 2001 1045 IVE q5 h5-1- Job Address El y. _ ......... iLowCATEGORY L'J Low Slope ❑ Mechanically Fastened Tile ❑ Asphaltic ❑ Metal Panel/Shingles Shingles ❑ New Roof ❑ Prescriptive BUR -RAS 150 ROOF TYPE it/Reroofing ❑ Recovering ❑ Re ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) 1 300 Steep Sloped Roof Area (SF) 3 0 00 Total (SF) q 3p0 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. 1 l 1111111111111111Mme2w51111111111 111011111 111111111111117111171110510111111 11111111111 1111111Malmik11:11.15MiliiK Milli 1111111011111111110111111% I %G ib 011 IM ■► =r/ Vii\ \" ( ' lf111 1111111111 111 111 4111031 1 ilium■ ilia IIir____ ; 111 _■l ■EM •U •I_U %=;�i 'tii ■IMI.iiii=ilIM riiMAIIIhE 1I1 11111111111111111 10111 15.32 FLORIDA BUILDING CODE — BUILDING • • ••• • • ••- •• • • • • • ••• •• ... • • Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application Form • • • • • • • ••• Section (Low Sloped - ' ••• • • I • • • • • • • ••• ` • -• • • • Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as "NA ") I System Manufacturer: NOA No 03 Aso 1. OJN Design Wind Pressures, From RAS 128 or Calculations: Pmax1: ► Pmax2: g t Jt3 Pmax3: )3 h 9 Max. Design Pressure, From the Specific NOA System: 15 • • • • • • • • • • Fastener Spacing for Anchor /Base Sheet Attachment • • • •• ••• •• • • • • • • •• • Field: /" oc t Lap,'# Rbws'A: •@ • •4 ," oc Perimeter: 6 " oc @ Lap, # Rows LI @ 6 " oc Corner: "oc @ Lap, # Rows LI @ 7 " oc Number of Fasteners Per Insulation Board Field: Perimeter Comer Deck: O Cl WO Illustrate Components Noted and Gaugefrhickness: Jam)$ Details as Applicable: Woodblocking, Gutter, Edge Termination, - Slope: 0 �, ` ' Stripping, Flashing, Continuous Cleat, Cant Y() � p Iy 1 Se- Snee4Copin Base Flashing, Counter- Flashing, Anchor /Base Sheet 8 No. of PI s : Coping, Etc. Indicate: Roof Height, Parapet Height, Anl h� /Base Sheet Fastener B dirj� Material Height of Ba- ;lashing, Component Material, Nai IS�I. ���5 �iin � S p Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 'and Chapter 16. 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: rio 6AF s X11 X3 1ir leg / S -!-r-i p � best ---- 1S bmeksbe4 Ply Sheet(s) & No. of Ply(s): b er6 lass Ply SI-fa p/ t_ jig Material: Top Ply: CifWM Miner&/ c..pshee- Top 11y Fas nerr/ on� g Material: Surfacing: FT. 0 Z FT. Parapet Height /0' Mean Roof Height 1 11141l R%- iL MA AS lb 0 n iekp n-ReI • • ••• ••••• • • • :•.•: •:• • . ••• Florida Building Code Edition10074 •:.:: • • • High Velocity Hurricane Zone Uniform Permit Application Form • • • • Section D (Steep Sloped Robb Sjste.m) ; .: •: •; • ••• Roof System Manufacturer: f\ j+ (jar Notice of Acceptance Number: • •• • • oa-ms,03. :::::: . : : • • • • • . • ••• ••• Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): Pmax1: 117b 6 Pmax2: 1 001.6 Pmax3• 1001 7J Maximum Design Pressure (From the NOA Specific System): Method of Tile Attachment: Posy -roc M GaKe,5 i Roof Slope: 3 :12 Steep Sloped System Description Deck Type: )( V- Type Underlayment: Insulation: =loo a 1 It o Fe N- 1 i Fire Barrier: Ridge Ventilation? 1V1 h NIF\- Fastener Type & Spacing: Adhesive Type: Mean Roof Height: 13' i Type Cap Sheet: I 4:0...5 l e e '„ ` 1 y Roof Covering: 6 ft& � 6 " 1 — C�� +1 Y � Type & Size Drips Edge: ROOF ASSEMB,�ES: AND ROOFTOP STRUCTURES • • ••• . • :'.•; .. .• ••• • • • • • • • • • • • ••• • .•• Florida Building Code Edition,2QQ4 • High - Velocity Hurricane Zone Uniform Permit Apiliatitxt'Ftym' : • Section E (Tile Calculatidv ) •.' : • • • • • •. •. • • ••• • • • • . . • • . ••• For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mt: If the Mf values are greater than or equal to the Mr values. for each area of the roof, then the tile attachment method is acceptable. • • • • • • • • :. • • • • • o1 "Moo Based Tile Calculations Per 12.711 • • • • • • (Pt %k x a l `aig :535 Mrl ti bt : • • • PducAppoval off • • • • (P2:1 ((&x x a mg 7 me2Aadl Product Approval Mf 36i (P3:! O©bxxiar1 / g Mr at1 Product Approval Mf 3617 Method 2 "simptiticd T;to calculations per Table Below" Required Moment of Resistance (Mr) From Table Mr required Moment Resistance' Mean Roof Height Roof Slope 1 15' 20' 25' 30' 40' 2:12 34.4 38.5 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 by the Broward County Board of Rules and Appeals. For Uplift based file systems use Method 3. Compared the values for F with the values for Fr. If the F'values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Moment Based The Calculations Per RAS 127" (P1: x L = x w: _ ) - W: x cost) = Fri Product Approval F' (P2: x L x w: = ) - W: x cos 0 = Ft2 Product Approval F' = Fr3 Product Approval F' (P3• x = xw:= ) -W: x cos0 Where to Obtain information Description Symbol Where to find Design Pressure PI 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 d Product Approval Restoring Moment due to Gravity Mg Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance Mg Calculated Minimum Attachment Resistance F' Product Approval Requited Uplift Resistance Fr , Calculated Average Tile Weight W Product Approval Tile Dimensions L= length W =width Product Approval All calculations must be submitted to the building official at the time of permit application. fl..OM OUaLDnNi% Wm- BUILDING 4 r n1' mrou3COUNTY 25dlvertu E,,rcdlowe Eves big • • • • • •• '•' •'• •, •• ..• • • • • • • • • ••• • • • • • • •• • • • • • • • • ••• • • • • • • • •'• �•• ••0 • • SECTION 1 524 : • • .. • • • 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 pro'Uitl2the 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 intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. )R2. Renailing Wood Decks: When replacing roofing, he existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 99i1Y3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. rt R4. 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. �t 15. 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. 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. rt i. 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. -11J(94AARLIbV 3 /It o (.7 AtiAit Owner's /Agent's Signature Date Contractor's Signature Profert' Address Permit Number 123_01 -154 1/07 MIAM DING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE OA GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 . • • • •• • ••• • • • • •• • •• • •••• • • • • •••• ••••.•• • ••• • • • • • • • • •:• MIAMI DADE COUNTY, FLORIDA • •'s • VEIR MADE FLAWR WILDING elegy T144,01T gTRi '>: Mirk 1683 • • 3Mj, .,O 33130 -1563 (305) 375 -2901 FAR (301) 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 County Product Control Division (In Marti 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 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: GAF Ruberold® 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 3L The submitted documentation was reviewed by Frank Zuloaga, RRC. NOA No: 03- 0501.02 Expiration Date: 1106108 Approval Date:10/23/03 Page 1 of 32 ROOFING SYSTEM APPROVAL Category: Roofing SSB iaggrv: SBS/APP, Modified Bitumen Deck Tom: Wood Maximum Design Premium -75 psf Fire motion: See General Limitation #1 • • • • • •• • • • • • • • • �,• •� • - � •. • • • ••• • • • • • • • • ••. • • • • • • • • • • •• • ••• • • • • • • • ••• • • •. • • • • •• • ••• • . • • • • • • • •• • . • . • ; • • • •• • • •• • • . . • • . . • TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPL 'ANT: TABLE I. Product GAF Asphalt Concrete Primer (MatrrxTM 307 Primer) GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion (MatrixTM Fibered 305 F.mn1 ion) GAP Premium Fibered Aluminum Roof Coating (Matrixni System Pro Aluminum Roof Coating Fibered 301) GAF Jetblack All Weather Plastic Cunt (MatrixTM Standard Wet/Dry Roof Cement 204) GAFGLAS #75® GAFGLAS #80 UltimaTM Base Sheet GAFGLAS Flex PIyTM 6 GAFGLAS Ply 4® GAPGLAS ®Mineral. Surfaced Cap Sheet GAFGLAS® STRATAVENT® Eliminator Perforated 5, 55 gallons 60 lb. Bags 100 lb. bags 5 gallons 1, 5 gallons 1,5gallons 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 Product Smecifcatioq Descrltttion ASTM D 41 Asphalt concrete primer used to promote adhesion of asphalt in built-up roofing. ASTM D 1863 Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral. Shield® Granules shall be used for flashing applications only. ASTM 1227 Surface coating for smooth surfaced roofs. ASTM D 2824 Fibered aluminum coating. ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM D 4611 ASTM D4601 ASTM D 2178 ASTM D 2178 ASTM D 3909 ASTM D3672 ASTM D 4897 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 Ern Date: 11/06/08 Approval Date:10/23/03 Page 2of32 Membrane Type: Deck Type 1: Deck s cription: 19/32" or greater plywood or wood plank decks SBS/SBS. Cold Applied Wood, Non - insulated • • ••• • ••••• • • • • • • •• ••• • • • • ••• • • • • • ••• • • • • • ••• • ••• • • • • • • •'• ••• • • •• • • • • • .; . • • •.. ••S • • •• • • • system Type E (1): Base sheet mechanically fastened to roof deck. ' • • : • .•' : ; •: :'• • • •• ; All General and System Limitations shall apply. • • • Base sheet: Fastening Options: Ply Sheet: GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat We1dTM Smooth or RUBEROID SBS Heat Weld 25 base sheet mechanically fastened to deck as described below; GAFGLAS® Ply 4®, GAFGLAS Piex PlyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 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 Flynt 6, GAFGLAS #75 Base Sheet or any of above Base shams attached to deck with Drill Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" ac. 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 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 Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" oc. 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 (GAPTITE) 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 (GAPTITE) #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. (Maxunwn Design Pressure 75 psi, See General Lvmitnilon #7) (Optional) One or more plies GAFGLAS PLY 4e, GAFGLAS Flex Ply 6, GAFGLAS #80, RUBEROID MOP Smooth or RUBEROID 20 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: 034301.02 Expiration Date: 11/06108 Approval Date :1 W3/03 Page 26 of 32 • • ••• • ••••• • • • • • • ••• . •• • • • • • • • • • ••• • • • • • • • ••• • • • • ••• Membrane: One or more plies of RUBEROID MOP Smooth,.Ruberoid® Mop 170 FR, Ruberoid® Mop Granule, Ruberoid® Mop Plug tanu•1ce, Rvbbt'oi 20, • • • • Ruberoid® 30 or Ruberoid® 30 FR or RuberoiCKR?N400Fit osail:WO* : • • U1traCladTm SBS in adhered in a full mopping or approved a phait atpplietl wit f in the EVT range and at a rate of 20-40 lbs.sq. Or, .• . One or more plies of RUBEROID MOP Smooth, RjJ] C} ) MO jran4e� RUBEROID® Mop 170 FR, RUBEROID® Mop►P16s,•Gjamlle, l ur id® 2t, RUBEROID® 30, RUBEROID® 30 FR or RUBEROID® Mop FR of k1Ji3ERO1D U1traClairm SBS in RUBEROID Modified Bitumen Adhesive at an application rate of 1-2 gal /sq. Surfacing, (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following. 1. Gravel or slag applied at 400 lb./sq. and 300 lb./sq. respectively in a flood coat of approved asphalt at 60 lbisq. 2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25 lb./sq. ± 15 %. 3. GAF Weathercote® MB+(Matrix 715 MB Coating), Applied at 1 to 1.5 s1• 4. Top Coat® Surface Seal SB(Matrix 602 SB Coating), Applied at 1 to 1.5 galfsq. Magnum Design Pressure: See Fastening above NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:103 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 •• • • • •• s•i e • :• • • • •• System Type E (1): Base sheet mechanically fastened. • • • • • • • All General and System Limitations shall apply. • • • • • : : • • • • Base sheet GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID MOP Smooth, RUBEROID® 20, RUBEROID SBS HeatWeldni Smooth or RUBEROID SBS Heat Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4®, GAFGLAS Flex P1yTd 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 P1yT i 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAFf'[TE) #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 P1ynt 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 525 psf, See General limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill Tec (GAME) #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 (GAFTITE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (M um Design Pressure —60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Ter (GAPTTTE) #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. (MDurum Design Pressure —75 psf, See General Limitation #7) Ply Sheet: (Optional except over RUBEROID Modified Base Sheet, RUBEROID MOP Smooth, RUBEROID® 20, RUBEROID SBS Heat Weldh Smooth or RUBEROID SBS Heat-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 tie EVT range and at a rate of 20-40 lbs.sq. 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: • • ••• • • • • ••• e • • • • • e•••• • • • • 0 •�•• • • • • • •••••ee • e•e• One ply of Ruberoid® Torch Smooth, Ruberoidp Torch Granule, Ruberoid® Torch Plus Granule or Ruberoid® Torch FR to�rcjt app led ac E g to • • • • manufacturer's application inst actions. • e e • e e • • • • • • • • e • • • • Or • One or more plies of RUBEROID® SBS Heat We1dTT PLUS, RUBEROID® SBS Heat We1dTld PLUS PR, RUBEROID® SB$•He t- We1d1Tm j.70 �• RUBEROID® SBS Heat We1d's% RUBEROID®B$ - 'eZd + t a RUBEROID® UitraCladTM SBS and RUMOR* SB$ H -'aldD 25 ai,lied according to manufacturer's application instructions. Surfacing: (Optional) install one of the following: L Gravel or slag applied at 400 lbfsq. and 300 lbisq. respectively in a flood coat of approved asphalt at 60 lb./sq. 2. GAF Premium libeled Aluminum Roof Coating, at 1.5 gal. /sq. or GAF WeatherCoatt Emulsion at 3 gal./sq. (Torch Smooth applications only) 3. GAF Weathercote® MB+(Matrix 715 MB meting), Applied at 1 to 1.5 A1• 4. Top Coat® Surface Seal SB(Matrix 602 SB Coating), Applied at 1 to 1.5 &1• Maadmnm Din Pressure: See Fastening Above NOA No: 03-0501.02 Expiration Date: 11/06/08 Approval Date:10t23f03 Page 29 of 32 Membrane Type: SBS Deck Type 1: Wood, Non - insulated Deck Description: 19/32" or greater plywood or wood plank •• • • • ••• •• • • • • • •• •• ••• • • • • • • • • • ••• • • • 1 • • ••• • t • • •S• ••• ••• • • • • • • • • • • • • ••0 • • •• • • • • • • • ••• ••• •e• • •• • ••0 ,• • • •• • • ••• •• ••• •• System Type E-2: RUBEROID® Tile Underlaynent, Base Sheet mach l cbe0. • 00. All General and System Limitations shall apply. Anchor sheet: GAFGLAS® #80 Ultiman° Base Sheet, RUBEROID® 20 base sheet or Tile -Mate Modified Base Sheet applied with a minimum 2" side lap and a minimtmot 6 "end lap. Base sheet may be applied at a right angle (90) to the slope of the deck with approved annular ring shank nails and tin caps at a fastener spacing of 6" o.c. at the 2" side lap, and two 12" o.c. staggered rows along the center of the sheet. Ply Sheet: (Optional) One, or more plies GAFGLAS PLY 4® Ply, GAFGLAS F1exPly"° 6 sheet, GAFGLAS #80 Uhlman°, RUBEROJD MOP Small or RUBEROID® 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: One ply RUBEROID® MOP, RUBEROID® MOP PLUS, RUBEROID® SBS Heat-Weld er Granule, RUBEROID®. SBS Heat Welch PLUS, Tile -Mate Modified Cap or Tile -Mate Modified Cap Plus, nembrane may be applied at a right angle (90°) to the slope of the deck'' adhered in a full mopping of Type IV asphalt applied within the EVT range and at a rate of 20-40 lbs.sq. 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 Maximum Design Prere: * Membrane may also be installed parallel to the slope of the roof (Le. strapping). If crane is strapped, then anchor sheet and ply sheet must also be strapped. Refer to tile manufacturer's NOA. Maximum Slope: Must Comply with Roofing,Application Standard RAS 118, RAS 119, RAS 120 and applicable Building Code. NOA No: 03- 0501.82 Expiration Date: 11/06168 Approval Date:10/23/03 Page 30 of 32 i• .* ••• • • • ••• 411 II • • • • i•i j•••• • is • • • • • • • ••• • • • • ••• Membrane Type: SBS Cold Applied for mechanically fastened Wsyspin; oaf* • •• • •• . • • • • • • • . • • • • . � • • • • • • • • • • • ••• ••• •• • Deck Type 1: Wood, Non - insulated Deck Description: t91" or greater plywood or wood plank. • •• • • • • • • • • . • • •.• •• • ••• • • • • • System Type E-3: RUBEROID® Tile Underlayment, Base Sheet micoharoallga> • . • •• • • • ••• ••• All General and System Limitations shall apply. Anchor sheet GAFGLAS® GAFGLAS #80 Ultmarm Base Sheet, RUBEROID® 20 base sheet or Tile -Mate Modified Base Sheet applied with a minimum 2" side lap and a minimum 6"end lap. Base sheet may be applied at a right angle (gip) to the slope of the deck with approved annular ring shank nails and tin caps at a fastener spacing of 6" ac. at the 2" side lap, and two 12" o.c. staggered rows along the center of the sheet. Membrane: One ply RUBEROID® MOP, RUBEROID® MOP PLUS, Tile -Mate Modified Cap or Tile -Mate Modified Cap Plus, membrane may be applied at a right angle (90°) to the sloe of the deck* adhered with Ruberoid Adhesive or Matrix Select 102 at a rate of 1 -2 gal/sq. Membrane shall be backaailed 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 prior 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. Masinuun Design Pressure: Refer to tile manufacturer's NOA. Maximum Shope: Must Comply with Roofing Application Standard RAS 118, RAS 119, RAS 120 and applicable Building Code. NOA No: 03.059L02 Expiration Date: 11/06/08 Approval Date :10123/03 Page 31 of 32 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply T: ,wh 1 useillts a. chagit@llyf stencd base or • anchor sheet. • • • • • • • • 2. Minimum 1" Dens Deck or 1 Type X gypsum board is.accep le foe instate directly over the wood deck •• • • • •• ••• •• GENERAL LIMITATIONS: • • • • • 1. Fire classification is not part of this acceptance, 'Wee td 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 BVT range and at a rate of 20-40 lbs sq., or mchanic ally attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximmn. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down tlw center of the sheet allowing a continuous area of. ventilation. Encircling of the strips is not acceptable. A 6" break shall be plated every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lb s./sq. Note: Spot attached systems shall be limited to a maximinn design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure its 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 smelly referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter flatlets, 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). Neil rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perms, extended corners and corners). (When this limitation is specifically referred within thb NOA, General Ldmitalion #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- 0501.02 Expiration Date: 11/06!08 Approval Date:19123/03 Page 32 of 32 nose Sheet (Optional): One or more layers type GI, G2 or 63. Membrane: One or more layers of 'Ruberoid torch- (smooth or granule), - Ruoen;id Torch Plus' (granule), "Ruberoid Mop' (granule) or "Ruberoid Mop Ptus" (granule). Coming: Karnak No. 97, 1-1/2 - 3 gat /sq. 4. Deck: C -15/32 Incline: 1/2 Insulation: One 'or more layers partite, glass fiber, isucyor!urate, urethane,.• perlite /isucyonwat.e composite, perlite /urethane composite, phenolic,• 1 -1/2 in. nun thickness (offset from plywood joints 6 in.). • Base Sheet: One nr more layers of Type G2 ur G3. • Pty Sheet (Optional): (Inc or mure layers of type G1. Membrane: One or mure layers of ”Ruberoid Torch' ( smnoth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop' (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Karnak No. 97, 1 -1/2 - 3 gat /sq. 5. Deck: NC Incline: 1/2 Base Sheet (Optional): One or enure layers of Type G1, G2 or 63. Membrane: One or more tayers of "Ruberoid Torch" (smooth or granule), " Ruberoid torch Plus" (granule). Surfacing (Optional): Karnak "No. 97" or "169° at 1.3 yal /sq or Grundy Ind. "20 F Emulsion" at 3 gal /sq. 6. Deck: C -15/32 biotine: 1/2 Insulation: One or more tayers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min. Base Skeet (Optional): One or more layers of Type GI, G2 or G3. Membrane: One or more tayers of "Ruberoid Torch (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop' (smooth or granule) or "Ruberoid Mop Ptus° (granule). Surfacing: Gravel. 7. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers petite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite. polite/ urethane composite. wood Fiber /isocyanurate composite, phenolic. Base Sheet: Two or mare layers of Type 62 or G3. - Pty Skeet (Optional): One or more layers of Type GI. Membrane: One or more layers of ".Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus' (granule). Surfacing: Karnak No. 97, 1 -1/2 - 3 gat /sq or gravel. : 8. Deck: Nt• Incline: 1/2 Insulation: One or more layers pertite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1-1/2 in. min. Base Sheet (Optional): One or more layers of Type 61, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule). "Ruberoid Torch Ptus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). . Surfadng: "At MB Aluminum Roof Coating' at 1 -2 gal /sq. 9.° Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, petite/ urethane composite, phenolic, 1 -1/2 in. min. Base Sheet: One or inure layers of Type G2 "CAMAS #75 Base Sheet", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type GI " GAFGLAS Ply 4 ", hot mopped in place. Membrane "Ruberoid Mop FR" (granule). Surfadng (Optional): GAF Fibnred Aluminum Coating at t -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gat/sq. 10. Deck: C -15/32 • Incline: 1/2 Insulation (Optional): One or more layers pertite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, phenolic, 1 -1J2 in. min. c . Base Sheet One or mart layers of Type G2 " GAFGIAS 875 Base Sheet ", 4•'.. hat mopped er mechanically fastened in place. 11 Ply Sheet One or more tayers of Type 61 " GAFGIAS Ply 4 ", or "GAFGLAS r1.;: Ply 6 hot mopped in place. Membrane: "Ruberoid Torch FR" granule), ���tia a +- GAF Weather mlsion at 3 gal/sq. ; • 1. Deck (-15/32 Incline: 1/2 Tnstrtatfon; hurrtrerretn, in ,min., woad fiber. pertite or glass fiber. any thickness, hot mopped or mechanically fastened in place. 3oincs ,{ offset 6 in, ".-ftl Base Sheet: One or more layers of Type G2 "GAFGLAS 1175 Base Sheer, i hot mopped or mechanically fastened in place. Ply Sheet (Optional): One or more tayers of Type G1 °GAN;I.AS Ply 4" or Pty 6" hot mopped in place. r: Membrane: "Ruberoid Torch FR" (granule). ;Sur Weather (Optional): l): GAF 3 gAt Aluminum Coating at 1 -1/2 gat/sq or • 12 :•t2•sDeik:6C• S/ i w M I A M FDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) •• •• • • • • • • • • • • .•• • • • • • • • • • • • • • • • ••• • • • ••• • • • •• •• • • • • • • • • • ••• • • • • • • • • • ••• • • • • ••• MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING • • 448 ViiEST;iLAGLM STREET, SUITE 1603 • • • • • WWI, WI, FLORIDA 33130 -1563 o • • • • (303).175V901 FAX (305) 375 -2908 Almar (USA), Inc. 6801 NW 77th Avenue Miami, FL 33166 • •• • • • •• ••• •• • • • • • • • •• • • • • • ••• •• 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: Altasa "S" Clay Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall 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 7. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No.: 02- 1115.03 Expiration Date: 12/16/07 Approval Date: 12/12/02 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Material: Roofing Tiles Clay • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • •• • • • •• ••• •• • • • 1. SCOPE • • • This renews roofing system using Altusa One Pioece'S' City Roef ksiies,•as manufactured by Almar (USA), Inc.. 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 Applicant Dimensions Altusa One Piece `S' L = 18 'A" Tile W = 10.5" %2" thick nominal 3.25" high Length: varies Width: varies varying thickness L =6" D= 0.125" L &h = 2" =1/2" 0.05" 0.05" thick Trim Pieces Clip Clip 2.1 SUBMITTED EVIDENCE: Test Agency 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 PRI Asphalt Technology, Inc. Redland Technologies Test Specifications TAS 112 TAS 112 PA 114 PA 114 Test Identifier 94-083 94-084 25- 7200 -1 Project No. 307025 Test #MDC -78 MTS 520649 CLF -003 -02-01 7161 -03; Appendix III Product Description High profile clay roof tile. For direct deck or batten nail -on, mortar set or adhesive set applications. Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Tile clip L Shaped tile clip Test Name/Report Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 102 (Quick -Drive Screws, Battens) Wind Driven Rain PA 100 PA 102(A) PA 102 PA 102 Date April 1994 May 1994 Feb. 1995 Oct. 1994 May 2000 October 2001 Dec. 1991 NOA No.: 02- 1115.03 Expiration Date: 12/16/07 Approval Date: 12/12/02 Page 2 of 7 Test Agency Redland Technologies Redland Technologies Redland Technologies Redland Technologies Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. 3. LIMITATIONS Test Identifier 7161 -03 Appendix 11 • • ••. • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• •. •• • • •. Letter Dated Aug. 1, 1994 P0631 -01 P0402 Calculations Test Name/Report •: Wirintr041 Te %ttilg ••: • • ?AJ.08:(I1Sair -an); • • •• • •• ••• • WindTunnel Testing • PA 108 (Nail-On) •• • • • •• •.• •. • • • : tirid tut testingl •• Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations 4A'1•078 it4Pr Withdrawal Resistance Testing of screw vs. smooth shank nails Aerodynamic Multiplier 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804-4 & 5 25- 7848 -6 Date Dec. 1991 Aug. 1994 July 1994 Sept. 1993 March 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 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 submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 Almar 'Altusa One Piece S' Clay Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight W (ibf) Length -I (ft) Width -w (ft) One Piece S' Tile 6.9 1.52 0.875 NOA No.: 02- 1115.03 Expiration Date: 12/16/07 Approval Date: 12/12/02 Page 3 of 7 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• Table 3: Restoring Moments dote td ar*ity: M& Ott -Ibf, Table 2: Aerodynamic Multipliers - A, (ft3) 3 " :12" or less 4 " :12" Tile : :$. " :12" : • • • ••• •• • `k Mai •' • • • •' • " ): (ft') Profile Direct Deck Batten pticatton : i Dire E ck Application One Piece 'S' Tile Direct Deck • 0.253 • • • • Battens Direct Deck • • 0.274 Table 3: Restoring Moments dote td ar*ity: M& Ott -Ibf, Tile Profile 3 " :12" or less 4 " :12" 5 ": �!* : : •• • • : :$. " :12" : • • • ••• •• 7": 12" or greater One Piece 'S' Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 4.47 5.35 4.40 5.27 4.31 5.16 4.20 5.03 4.08 4.89 Table Tile Profile Tile Application 4: Attachment Resistance Expressed as a Moment - Mf (ft4bf) for Nall -On Systems Tile Profile Fastener Type Direct Deck (Min 15/32" plywood) Direct Deck (Min. 19/32" plywood) Battens One Piece 'S' Tile 2 -10d Ring Shank Nails 28.6 41.2 19.4 1 -10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 .#8 Screw 28.7 28.7 N/A 2 .#8 Screws 58.2 582 26.8 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 19.0 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 24.0 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 38.6 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 1 Screw with Altusa Clip (See c ip details) One Piece as Tile' 1 Screw with dip (at the head of tile) 187.1 187.1 N/A One Piece "S" Tile' 1 Screw with clip (at the water course of tile) 35.2 35.2 N/A 1. Screw must be installed in the inside nail hole located nearest to the hump of the tile. Table 5: Attachment Resistance Expressed as a Moment Mf (ft -Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance One Piece 'S' Tile Adhesive 29.3' 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. NOA No.: 02- 1115.03 Expiration Date: 12 /16/07 Approval Date: 12/12/02 Page 4 of 7 • ••• • • • ••• • •• • • • •• •• • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • ••• Table 5A: Attachment Resistance Expressed as a Moment - Mr (ft -lbf) for Single Patty Adhesive $it Sy tem . :•• ' :: Tile Profile Tile Applicalicpn.: .' :: "' • • Mfnfpnpm Attachment ' Resistance One Piece 'S' Tile Polyfoam PolyPro The 68.54 Polyfoam PolyProw• • • • • • ••• • • 38.7' 4 Large paddy placement of 63grams of PolyPr& . • • • • . 5 Medium paddy placement of 24grams of PolyProm. • Table 5B: Attachment Resistance Expressed as a Moment - Mf(ft -Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance One Piece 'S' Tile Mortar Set' 24.50 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, 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 the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS ONE PIECE `S' CLAY ROOF TILE NOA No.: 02- 1115.03 Expiration Date: 12/16107 Approval Date: 12/12/02 Page 5 of 7 "SPANISH S" TILE BY AL • • ••• • • • ••• • •• •• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• CLIP DETAII,I • • • • • .. ••;:; •• • • • • • • • • • • • • • •• • • (TYP4 2 -1i2" OVERLAP (COVERS PIN•FIOL€) • • • • ••• • • • • • • • • • • • • • • • ••• •• SCREW IN THE INSIDE HOLE NEAREST TO THE HUMP OF THE TILE ECK CLIP WITH ONE (1) SCREW ATTACHED TO DECK CLIP NOA No.: 02- 1115.03 Expiration Date: 12/16/07 Approval Date: 12/12/02 Page 6 of 7 SCREW CUP ONTO DECK) "SPANISH S* TILE BY ALTUSA (TYP.) • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • ••• CLIP DETAILS (CON'T) • ••• • • • •• • • • • •••• • • • • • • • • • • • • • • • •••• • •• • • • • • • ••• • • • 21ir OVERLAP (COVERS PIN •• • • • .. •.• •• • • • • • • • • • • SCREW IN 74R:1IS E'S I• L HOLE NEAREST TO THE HUMP OF THE TILE CUP PLACEMENT DETAIL DECK 1 1!4" 1 3I4" 3/4" END OF THIS ACCEPTANCE NOA No.: 02- 1115.03 Expiration Date: 12/16/07 Approval Date: 12 /12/02 Page 7 of 7 MIA M kl?ADE 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 • • M N O—E FLAGLER BUILDING • • • • • • 11}0 pen FC'AVtER STREET, SUITE 1603 • • • • • • • • IVIAMI, 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, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO 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® A11160 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 No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by Jftrge L. Acebo. 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: SCOPE: Roofing Roof tile adhesive Polyurethane • • • • •• • • • • •• •• .• • • • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • . • • • • • • • •••• •• • • • • • • • • • • • • • • • •••• • • • • • • • • • ••• • • • •• • • • •• ••• •• • • • This approves Polypro® AH160 as manufactured by Poduc' a e tc fniAs cicst nbed in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AEI 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 Specifications Polypro® AH160 N/A TAS 101 Foampro® RTF1000 N/A ProPack® 30 & 100 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 list moment resistance values with the use of Polypro A11160 roof file adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Sti ugth 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 1.6 lbs./ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ 40° F., 2 weeks +6.0% Volume Change @158°F., 100% 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 Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services • • .•• • • • ••• •. -• • • • .• • • • • • • • • • • •• - • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • •10 • • • ••• • • • • • • • •- •• Test Identifier #94 -060 257818 -IPA 25- 7438 -3 25- 7438 -4 25- 7438 -7 25 -7492 NB -589 -631 9637 -92 01- 67434011 01- 6739- 062b[1] 7050.02.96 -1 528454-2 -1 528454-9 -1 528454-10 -1 520109 -1 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 520109 -2 -1 •.:Test ,Ie�Repor TAS 101 TAS 101 • • • SSTTSiI -9 •' ••• • ..••1••.. • •• • 1 % SS T)14 -9:3•- ••' SSTD 11 -93 ASTM D 1623 Date 04/08/94 12/16/96 10/25/95 11/02/95 12/12/95 02/01/94 ASTM E 108 04/30/93 ASTM E 108 ASTM E 84 TAS 114 11/16/94 01/16/95 03/14/96 TAS 101 10/23/98 TAS 101 12/28/98 TAS 101 • 03/02/99 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F': W 42 ; F9= MS 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 till aiseizi8ly•ha'viaga &irseit I{OAihat lists uplift resistance values with the use of Polypro®AHlt0: • : •: • 2. Polypro® AH160 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® A11160 shall provide sufficiegt`a'hath$1erit redltannd,'exlif &sed as an uplift based system, to meet or exceed the uplift resistancedetiMiaedm:gomtrance with Miami Dade County Roofing Application Standards RAS 127. The adhesive atlaAnent d tta 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 RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after 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 Single Paddy Weight Min. (35 grams) Two Paddy Weight per paddy Min. {grams} Fiat, Low, High Profiles #1 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 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 SINGL14��iT�Y. •• •• • • • • • • • • • • • • • • ••• • • • • • • • •• • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 5 of 7 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• ADHESIVE PLACEMENT DETAIL? SINGLI AVY • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • •• • • • •• ••• •• • • 000 • • • • •• • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 6 of 7 • • ••• • • • ••• .• •• • • • •• •• • • • • • • • • • • • • • • • • ••. • • • • • • • • • • • • • • •.• • • • • ••• ADHESIVE PLACEMENT DETAIL 3 • ••• DOUBL ... • • • • • • • • • ••.. • •• • ••• • • ••• • • • • END OF THIS ACCEPTANCE NOA No.: 0641201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 7 of 7 STATE OF FLORIDA, COUNTY OF DADE I HEREBY CERTIFY that this is a tru of the vaginal I + this office on day of a7 • ,AD20 'NITNESS my hand and Official Seal. 111111111111111111111111111111111111111111111 CFN 200780297511 OR Bk 25472 F's 4319; (1t7s) RECORDED 03/22/2007 15 :53:26 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST F'AGE NOTICE OF COMMENCEMENT Notice of Commencement must be filed if the job valuation is $ 2,500.00 and /or more in labor and material. However, it does not apply to the repair or replacement of an existing heating or air conditioning system Tess than $5000.00 in value. PIe le at 22 NW 1s Street, 1st Floor, Miami, Florida (305) 275 -1155 Permit Number: State of Florida 01. Tax Folio Number: 1 I -5306 - 4- 5(05 County of Dade The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statute, the following information is provided in this Notice of Commencement. Legal description of p op and street address: , Dc9 5 �% 954hs c /V I &W1' 6V10 t9S j 1—'L -- 3t 3� -c, 55• i'414 r� D2c � 1 L3 0_3_7 Description of improvement: R e-v-0 Owner(s) name and address: L & 2_ r a d �' t,Le z 10G5 d.-G. ca rtrusou-LA, Interest in property: 0 1A/ E}/`` 313; Name and address of fee simple titleholder: Contrac or's name and address: .Q. 0( u_I kaWO.fek_ Surety: (Payment bond required by owner from contractor if any) Name and address: iZge=f, f 33/ 38 Amount of Bond: $ Lender's name and address: Persons with the State of Florida designed by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statute: Name and address: In addition to himself /herself, Owner designates the following permit(s) to receive a copy of a Lienor's Notice as provided in Section 713.13(1)(b), Florida Statute: Name and address: Expiration date of Notice of Commencement: (the expirations date is one (1) year from the date of recording unless a differen g to is specified) (.. (Signature of Owner) Print Owner's Na ► (� Z 's`� t Z- Prepared by: Sworn to and su ascribe- before -this = 1 Address: + "°,,, Mabel'Vargas day of ". � i 2 �'YP �^ Comm ssion #DI32E�� Public: sonally own, or y P duced Identificatio N . p Exires: Jul 13, t Notary's Name: R ndei Thru 0 a th taken 'attPat ,,no4 tiding C C mission Expires: