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Miami Shores Village r3 y 10050 N.E. 2nd Avenue 3 Miami Shores, FL 33138-0000 Phone: (305)795 -2204 �.0 Expiration: 06f0412010 Project Address Parcel Number Applicant 11016 2 Avenue 1121360020250 Miami Shores, FL 33138- Block: Lot: NHS HOUSING DEVELOPMENT Owner Information Addres Phone Celt NHS HOUSING DEVELOPMENT LLC 100 84 Street MIAMI FL 33138 - Contractor(s) Phone Cell Phone Valuation: $ 7,800.00 SUPREME ROOFING SERVICES INC (786)229 -9331 -, Total Sq Feet: 1500 Type of Work: Re Roof For Inspections please call: Additional Info: NEW ROOF (305)762 -4949 Classification: Residential Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Roof Review Renailing Affidavit Cap Sheet Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $4.80 RF 10-09 -36268 $ 296.80 $ 246.80 Education Surcharge $1.60 `v`----ou Permit Fee - New Roof $275.00 RF 10-09 -36268 $ 296.80 $ 296.80 $ 0.00 Permit Technology Fee $0.00 Scanning Fee $9.00 Submittal Fee $50.00 Submittal Fee $0.00 Submittal Reversal Fee ($50.00) Technology Fee $6.40 Total: $296.80 In consideration of the issuance to me of this permit, I agree to perform the work. covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated November 05, 2009 Authorized Signature: Owner 1 Applicant / Contractor l Agent Date Building Department Copy November 05, 2009 1 r Miami Shores Village 4u mm �� ` Buildin Dep artment tment } p 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ' z INSPEC 'S PHONE NUMBER: (305) 762.4949 U li t� l�.r � rr � -' ° (?� ((�� BUILDING T 3 �� PermitNo. R� ID pq-' PERMIT APPLICATION aster Permit No. — \"� _ 0 0 - A l) rB C 20 �i'M6 _ 305- 323 Dl q q Permit Type: BUILDING ROOFING 1� Owner's Name (Fee Simple Titleholder) 9 Phone # Owner's Address Q k L4 C7,1 , 2 City � aN. State L Zip "1 Tenant/Lessee Name Phone # Email 0. �, _ �� c��c J a i� �- Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Flood Zone Contractor's Company Name U 19MM k:i q JY _ Phone # Contractor's Address �` ( t r ( 5 S i E'PQ CitY o, tr State E Zip _?3 o,5V Qualifier Name r;c_ Phone # State Certificate or Registration No. (0 Gam % V 7S 7q Certificate of Competency No. " , Contact Phone 1 12q . - Q 3,j i E -mail ?Ice t S,v d. o+kOL. C 0�► Architect /Engineer's Name (if applicable) Phone # Value of Work For this Permit $ J tO Square / Linear Footage Of Work: Type of Work: ❑Addition ❑Alteration NNew ❑ Repair/Replace ❑ Demolition Describe Work: f is ,Li t/ t, �?t Y !�/ � • • • 0000•• Subinitt Pie, .:; ` `" ' Pe it it Fee $ als '00 CCF $ - 1 , 6 0 - 9 • • • : CO /1;VT •. • 0000.0 ••0• 00000• Notary $ Training /Education Fee $ Technology Fee $ :.... •••. Scanning $ Radon $ DPBR $ Bo;d; Double Fee 0 . 00 •• 0 0 . 00 • $ Violation date: Structural Review. $ Total Fee Now Due $ ; • •;, • • 2� ! • See Reverse side.-• • • Bonding Company's Name (if applicable) N� ' Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) JV/ 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.. Signature ~ ,' :� Signature Owner or Agent Co FrImAor The foregoing instrument was acknowledged] before me this ,- The foregoing i trument was acknowledged b ore m day of , 20 , by J'rY , L a, l C . day of i 20, by fl who is personallypown to me or who has produced who is persona F known to me or "who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY,TUBLIC: NOTARY PUBLIC: Sign: �� jj "�� ,: r \... � Sign: Print: ° e> c , . Print: a '� My Commission Expi `'� SHARON STEVENS MILBRY < My Commission Expires: • • "= MY COMMISSION # DD801084 }�p1AAt14 sees•• •••••� EXPIRES June 26, 2012 WC01 ' 1 �� TM195 o Map 19, 2Di2 • 4®7. ?�S,i -0155 Florid allo4s Service. m • * * ie 9c ie �e sees•• sees •••••• • :....APPROVED BY • • • • • • ans Examiner Zoning sees. .. .. •... ..... .... ...... • Engineer Clerk checked • ...... .0990- • • • * (�evised 0'3/:0 /0*(Revisad 09/400009) OWNER'S A FFIDAVIT OF E%EM.PTION Row To.WALL CoNNEc nm HumcANE MITI GATION RETRo FoR ExlsmG SrrE- BUILT SINGLE F AMILY RESIDENTIAL STRUCTURES PURSUANT To SECTION 553.544 F.S. To: Miami -Dade County Building Department 11805 Coral Way, Suite 111 Miami, FL 33175 Re: ° Owner's Name %operiy Address 11 6 Alooftng Permit Number Decor Building Official: AF re- 'certify that I am not required to retrofit the roof to wall connections of my buflding . di§ just valuation for the structure for purposes of ad valorem taxation in less than $300,000.00. F1 U The building was constructed in compliance with the provisions of the Florida Building Code (FBQ or with the provisions of the 1994 edition of the South Florida Building Code (1994 SFBC). Signature of Property Print Name STATE OF FLORIDA COUNTY OF MW& -DAIS Sworn to and sutss Abed before me ibis F day of ( c : ` s 20 C' (SEAL) ;* , � SHARON SEVENS MILBRY MY COMMISSION # DD801084 g"P'RES June 26, 2012 : • • •: • (40T) 388-0153 Fiaridalloter • • • • • • • • : • Personify known w• • • • • • • c or Produced Identifi n w • • • • • • • • • • • • • • • When the °just valuation of the structure for purposes of ad valorem taxation is l to W140r, than • $ 300, 000.00, and the building was not constructed in compliance with the FK with 1 C:: SFB : • • • and affidavit of Roof tD Wall Connection Hurricane Mitigation Retrofit must be 90%led. ' .... • ...... oiR sG M iami S hores V illage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 R Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 09- Job Name: 2009 Page 1 of 1 // Building Critique Sheet )K- caff KYU F Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. 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Ridge Ventilation? • �, �1 ype Cap Sheet: R ' • •••• ••••i' •••• •• oofing Covering: � • Type & Size Drip • . • • • " ' • age: • • • • Mean Roof Height: td. • • • ; . ...... •• • . . • s 7 Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment -based tile systems, choose either Method 1 or 2. Compared the values for M, with the values from M If the M values are greater than or equal to the M, values for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment - Based J Tile Calculations Per RAS 127' (P�: S XA . �� < _ /Ids - Mg: 7 = M� �' NOA M (P A z.Z 15 _ ) - Mg: = Mr2 o NOA Mr� (P3: [1/2 A , 23 =2 ) - Mg: _ _=M . _ ?-/ NOA Mr Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (M) From Table Below NOA M M Required Moment Resistance* m Mean Roof Height ry Roof Slope 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 j 25.9 j 27.1 j 28.2 1 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 the systems use Method 3. Compared the values for F' with the values for F If the F values are greater than or equal to the F values for each area of the roof, then the the attachment method Is acceptable. Method 3 "Upllft-Based Tile Calculations Per RAS 127' (P,:_ x1: _= _xw:= _)- W:_xcos 0: =F ,,: NOA F • (P x1:_= _xw:= _)- W:_xcos 8: =F NOA F " "• 0. (P x1: _ _xw:= _)- W:_xcos 9: - =F NOA V1 0 •. • 6666.. Where to Obtain Information "' : • • • Descrip • • •' p Symbol Where to find . • 6666 • 6666. Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared 6 US based on ASWI • • •••.� 06900 Mean Roof Height H Job Site 60 :60: 0 0 0 0 0 0 Roof Slope 8 Job Site 0 0 90 •"• • Aerodynamic Multiplier A NOA 0 00000 • 0 0 0 0 0 0 R Moment due to Gravity M NOA 9 • • •' 9 :� Attachment Resistance M NOA • * " • • • • • • Required Moment Resistance M Calculated 9 • • 0 0 • • Minimum Attachment Resistance F NOA Required Uplift Resistance F Calculated Average Tile Weight W INOA Tile Dimensions I = length NOA w = width All calculations must be submitted to the Building Official at the time of permit application. SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATION 1 524.1 As it pertains to this section, it is the respcnsibility of the roofing contractor to provide the owner with the rewired roefing permit, and to explain to the owner the content of this section... The provisions of Chapter 15 of the Florida Building Cade, Buildirg 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. 9. 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. 2. Renailing Flood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code.- (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). in buAdings with common roofs, the roofing contractor andlor should notify the occupants of adjacent units of roofing work to be performed. - 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 4__Q� 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 tow -lying areas of the roof. Ponding can be an indication of structural distress and may require the revie0+ of a professional structural engineer, P may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evVxlr. until thq original roofing system is removed. Ponding conditions should be corrected. • •• . • • S. Overflow scuppers (wall outlets): It is required that rainwater flows off J4 the roof is not ; • • • • overloaded from a build up of water. Perimeterled a walls pr other roof extensions rigsy.block this - i char if overflow Scuppers '(wall outlets) are not provided. It may be necessary to insf'all•d�+erflow sC rsTr :..• •••••• •••• accordance with the Florida Building Code, Plumbing. •....' ...... $t� .. �u g h they .... T. Ventilation: Most roof structures should have some abil' �y to vent n .. rrflow • interior of - the structural assembly (the building itself). The existing amount of attir. ventilation s�eil b)�. goo: reduced. It may be beneficial to consider additional venting which can resu ext6x4 ng the se tt 'fe df • the roof. • • • Ic Owner'slAgerifs Signature Date Cora nature Property Address Process Number MBAMM4 MIAMI -DADE COUNTY, FLORIDA BUILDING CODE COMPLIANCE OFFICE (BCCO) METRO -DADE FLAGLER BUILDING PRODUCT CONTROL DIVISION 140 WEST FLAGLER STREET, SUITE 1603 MIAM FLORIDA 33330 -1503 NOTICE OF ACCEPTANCE OA (305) 375-2901 FAX (305) 375 -2908 Latin American Tile, Inc. 17832 South Dixie Hwy Miami, FL. 33157 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 shatl not be valid after the expiration date stated below. The Miami -Dade County product Control Division pr Miami Dade County) and/or the AHJ m (In have this product or material tested for quality assurances other than Miami Dade Count)') reserve the right to pses. If this Product or materi f t per the accepted manner, the manufacturer will incur the expense such Bmay may reserves the right immediately teimmediately in revoke, modify, or suspend the use of such product testing an the AHJ or material within their, jurisdiction. to revoke this acceptance, if it is dete rmined 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 Florida Building Code, including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Arizona" & "Amazona" Spanish "S" Clay Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or to o ci 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 n change in the applicable building code negatively affecting the performance of this product. o TERMINATION of this NOA will occur after the expiration date or if there has been a re • • • • • • • • • • • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endotsGaw t of any • • '►' Sloil o's chang8 M Ue Product, for sales, advertising or any other • • •' Purposes shat! automatically terminate this NOA. FailtitO to comply with any section of this NOA shall be cause for termination and removal of NOA. 0000 ADVERTISE • ' '••••� ••••• 0000 ANT: The NOA number preceded by the words Miami Dade County, Florr% and foll o�re * • • • • • • • the expiration date may be displayed in If an � advertising literature. • • • • � • be done in its entirety. Y portion of the NOA is dil�y�, than it shall • 0 • ; 0000 00000 . INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer • • of i1e drstriuta.� b • • • • •' • • • • • and shall be available for inspection at the job site at the request of the Building Official. • • • This renews NOA# 07- 0315.01 and consists ofpages 1 through 5. The submitted documentation was reviewed by Alex Tigera. NOA No.: 09- 0713.03 Expiration Date: 09(02114 Approval Date: 08/26/09 Page 1 of 5 ROOFING ASSEMBLY APPROVAL Ca o : Roofing Su Lego''!" 07320 Roofing Tiles Material: Clay Deck ._� 1. SCOPE °t This approves a roofing system using "Arizona" and "Amazona" Spanish "S" Clay Roof Tile manufactured by Ceraminca Babilunia in Colombia and is distributed by Latin American 27k, Inc., as described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design ucalculations in compliance with RAS 127 using the values listed in section4 herein. o The ea attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Dim_._ eusions Suee ons Product Desolation Arizona Spanish "S" L = 18.25" ASTM CI 167 High profile, one - piece, `S' shaped single roll Clay Roof Tile W= 11.75" clay tile with a nominal 2 -1/2 inch headlap for Varying direct deck nail -on, or adhesive set thickness applications. Amazona Spanish L =18.5" ASTM C1167 High profile, one - piece, `S' shaped "S" Clay Roof Tile W =11,5" aped single roll clay tile with a nominal 2 -1/2 inch headlap for Varying direct deck nail -on, or adhesive set thickness applications. Trim Pieces Length: varies ASTM Cl 167 Accessory trim, clay roof pieces for use at Width: varies hips, rakes, ridges and valley terminations varying thickness manufactured for each tile profile. 2.1 SUBMITTED EVIDENCE: Test en Test Identifier Test LametRe PRI Asphalt Technol at e ... � thc SPC- 021 -02 -01 • "':° ASTMC 1167 � « bl/3]/0'1�� « •° PRI Asphalt Technologies, Inc. SPC -022 -02 -0I PRI ASTMC 1167 �� pl/31/07••''� ° °�� «� Asphalt Technologies, Inc. SPC- 004-02 -05 TAS 104 • • • • ies Inc. 0�I15/04 PRI Asphalt Technologies, , • 1p � SPC - 004 -02-02 .' • • • � • • • • • TAS 101 1. {1x/29 /04 • • • • • PRI Asphalt Technologies, Inc. SPC - 044 -02 -04 TAS 102 �•Q/26104'••••� • "':° PRI Asphalt Technologies, Inc. SPC - 004_02 -03 TAS 102 •l�316/04 roaMEC�uECOUNnr NOA No.: 09- 0713.03 APPROVED Expiration Date: 09 /02/14 Approval Date: 08/26/09 Page 2 of 5 3. LIAnTATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112 (ASTM C- 1167), appendi 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30190 hot mopped underlayment applications may be installed Perpendicular to the roof slope unless stated otherwise by the underla 3.6 yment material manufacturers published literature. This acce ptance is for wood deck applications. Minimum deck requirements shall be in compliance with the applicable Building Code. 4. INSTALLATION 4.1 complianc "Arizona" & "Amazona" "S" Clay Roof Tile and its components shall be installed in strict e with Roofing Application Standard RAS 120. 4 .2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimenslons (I x W) Arizona ft Tile Profile Weight W (lbf) Length-[ (ft) Width - () Amazon 6.8 1.52 0 98 7.4 1.54 0.96 Table 2: Aerod namic Multi hers - A ft Tile A Profile Batten A licatlon A {ft } Arizona Direct Deck lication Amazons 0.247 0.228 �f 0.249 0.230 • • • Tile oments due to Gravi -M ft-lb Table 3: Restorin M • .i. ..... 2 ":12" 3.12 4 :12" • Profile " 5 ":12" s .. ... Arizona Batten Direct Batten Direct Batten Direct Batten Direct Batten • t7it'$ot Ba o reater 7 '12 ... r G and Deck Deck ff4a irect •:" Amazons 4.75 4.90 4.50 4.83 4.42 4.74 4.3Q 4.61 4.18c1c • • deck • •"' � 4,05.• 4.34 •....0 i is NOA No.: 09- 0713.03 Expiration Date: 09/02/14 Approval Date: 0$/26109 Page 3 of 5 x T 1 , Table 4: Attachment Resistance Expressed as a Moment - M (ft -ibf) Tile for Nail -OnS stems Profile Fastener Type Direct Deck Direct Deck (Min 15/32" (Min. 19/32" Arizona & Amazona 1. #8 Screw I ood ! ood 2 -10d Rin Shank Nails 14.90 14.90 14.54 14.54 Table 6: Attachment Resistance Expressed as a Moment for Sin Is Pa Adhesive Set S stems Tile A Tile pplication Profile Minimum Attachment Arizona & Amazon Resistance Polyfoam PolyftTm 70.34 1 Large PaddY Placement of 43 rams of Po ProTmAH -160. �1 5 • LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved". CERAMICA BABILONIA MADE IN COLOMBIA LABEL FOR ARIZONA & AMAZONA ROOF TILE (LOCATED ON TOP SIDE OF TILE) •••••• 000••• • • 6. BUILDING PERMIT RRE ' • •' 00000 • • QUIREMENTS • • • • • 6.1 Application for building • •'• • • • 6.1.1 This Notice of Acceptance. be accompanied by copies of the follomXj. • 6.1.2 Any other documents r wired b • • • • • ' • •' • 0 • • • •' �l ytheBuildin • "' •. •.• in order to properly evaluate the in o f this system. Official or applicable 11 iJd code • "'. ins tallati on o ' . • • • 0000:0 0 -00 • ..,�. • ; 0000 0000 tNn�oa NOA No.: 09- 0713.03 ' Expiration Date. 0910244 APProval Date: 08/26109 Page 4 of 5 PROFILE DRAWING • 18 -114" � O 11 -314" ARIZONA ROOF TILE 18 -112" a Xll 0 O •••••s • 11 -1/2" ' .... . • • • •.•• • • i ..!• • • • AmAzONA `S' ROOF TILE • ' . • • • ! • ' END OF THIS ACCEPTANCE NOA No.: 09- 0713.03 WE Expiration Date: 09/02/14 Approval Date: 08/26/09 Page 5 of 5 M I A M I DADE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHD). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHD (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® AH160 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a 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 fq &"44 by • • • • the expiration date may be displayed in advertising literature. If any portion of the NOA is.disgityed, t1fe t shall • be done in its entirety. age • • ...... INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturdVft'distrib utois • • and shall be available for inspection at the job site at the request of the Building Official. . "' • This NOA renews NOA No.41- 0521.02 and consists of pages 1 through 7 .... • The submitted documentation was reviewed by J rge 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: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves PolyproO AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications Polypro® AHI60 NIA TAS 101 Two component polyurethane foam adhesive Foampro® RTF1000 N/A Dispensing Equipment ProPackg 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: F'x_ operty Test Results Density ASTM D 1622 1.61bs. /ft. Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise • Tensile Strength ASTM D 1623 28 PSI Parallel to rise : 6060• • • • •;' Water Absorption ASTM D 2127 0.08 Lbs./Ft •,••; .... • •. Moisture Vapor Transmission ASTM E 96 3.1 Perm/ Inch • 0000 60 60 • • Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -40: Tr ;3 weeks ' + • • • • +6.0% Volume Change @I58°F.t40yo 0 ..... Humidity, 2 weeks *ease 60 ' • • • Closed Cell Content ASTM D 2856 86% • • • • • • 0 9060 • • • • • Note: The physical properties listed above are presented as typical average values gV110chnined •,. ....:. by accepted ASTM test methods and are subject to normal manufacturing vauati on. ' • • • • •• • . • • *••• NOA No.: 06- 0201.02 Expiration Date: 05 /10 /11 Approval Date: 04 /13/06 Page 2 of 7 =:: k EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB -589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: I. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH 160 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 ,fees q g ac ceptance for the use of Polypro® AH160 roof tilga4ll►esive • with their tile assemblies shall test in accordance with TAS 101. + ' +.' . �. • • ; •' •a• •ssee 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tilea6asrve with• • •' + their file assemblies shall test in accordance with TAS 101 with section 10.4 as modified�ein. • ! i • • + ••• ...... �F • •••• • W • ...... • MS NOA No.: 06-0201.02 Expiration Date: 05 110111 Approval Date: 04 /13/06 Page 3 of 7 INSTALLATION: I. Polypro® AHI60 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® AH 160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of PolyproV AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. PolyproV AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AHI 60 shall not be exposed permanently to sunlight. S. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after PolyproQ 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 Single Paddy Two Paddy Weight Detail Weight Min. per paddy Min. (gra ms) { ams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece #1 17 /side on cap and N/A Barrel) 34/ an •Ott• •••.•. Flat, Low, High Profiles #2 24 11UA.•• • Flat, Low, High Profiles #3 • • •, • • • • • • LABELING: •••••• ;•••!• All PolyproO AH160 containers shall comply with the Standard Conditions listed • • • • • • • • " "' BUILDING PERMIT REQUIREMENTS: • • • • e 40 • 00000 • As required by the Building Official or applicable building code in order to properly evaluate the ' • • • • • ; ....: installation of this system. So • b NOA No.: 06- 0201.02 " Expiration Date: 05/10/11 4 Approval Date: 04/13/06 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Na9tluaughpt�ticcemeM Paddy{BmmatlrT!<e} Napthroughp�ttc� meat Paddy(genedhTi� urehrtaye•at e .. UWKU i 10 hr 10In Emcrose " 2 Fascia EMCOM F ascia WOO* cwseow, Ears o* Emdosme Eavet pre rm4 ap � D# edp Nap through plasgc cemeld 1 ►tla) a 1}t�ee�h aeto ht a immth p p p s Na he* Plastic Umiadaymsnt gnarefachasla�actw0htlrepse ((( 2)Tumw msttpshiedoam.PMrsmlhasise112ht Tot k From adsldeedpeof war Me. nee kwd The 1110. • Uadmlayereal �/� 10 is 2 f e e � o Esvechae esapprox 41a� Ffa o txu>seca mtHL Ahattoascoadcotmof pw�covm mem�dof Poinkp9a tm Oush at em 111. �t Eereclmuuo W001111010 Fascia • • (ramimahamJ ••!••• ••••a• •••• •••••• • a • • •••• • • • a NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 a ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nail through plasma cemm t ply meneam 1 b) Nail through plastic cement Pell" Too Un�rlaymeM •� Uuuierlaymeuc 1 71n. r 2 ° Eavecomse • {� Fmb Fascla 10 Emccu a Emclosum EMU= Doedge Nall through plastic cement par p Tile) Ulymetut 71n r n. ° •••••• •••••• Eara cbsum • • • • • EwCotuse `•••• •••••• •••�•• • • Fmla • f••••• S oso • • • • `f•`•i •••0• •. •••• • ••+•`i 00 • 00.0 • ` s••• • • • • •••• ♦0000• • • 0000 ••••f• • • • 1 •• • • •••• 6 NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 6 of 7 s ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nail through plastic cement par !rail through plastic cement Single paddy under the (between tire) Underloment Single paddy between to �r tile) 2 hr. x l hr. medium ° cou 3 In. u r in.x 3In. t x 3 in. � ! _ Single on 21n. 4 in. Shale 41` 2 under- ° Paddy on tayment ° undue Single Paddy on top of Big cum Fascia single VVaepltoy on top of k X T in. meftm Cause Em closure ske paddy am % Fascia ' cause ordy Up Wile Nail through plastic cement Single paddy under die Single PAY between die ° in.x 3 In. 4 1n. ° Sir" paddy on undertayment 2 n. 0000.• 000000 0000 0 Single paddy Eaw Clams • •. • . 0466:0 on top of the • •. • 0000.• : Eave CUM size paddy am course only 000000 • :0 000 F 0000 • • • • 4444.: •4.444 .•.•4 00000 60400 0000• 006 0. 00 4 • 0 06 : 0 : : 4000. 0000 0 4 04000• 400000 END OF THIS ACCEPTANCE � 4 t4 NOA No.: 06-0201.02 Expiration Date: 05110/11 Approval Date: 04 /13/06 Page 7 of 7 c @ 0 r % gig ' •••••• •••••• •••••• ••••• • •••••• • • • • • qqyy • 0 •• 0 • • •• _ 1:! iami Shores Villaa^ D BY DATE �Z 'P!(N,^ DEPT C E DG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 I nspection Number: INSP- 128221 Permit Number: RF -10 -09 -1792 Scheduled Inspection Date: December 01, 2009 Permit Type: Roof Inspector: Bruhn, Norman Inspection Type: Final Roof Owner: , Work Classification: Tile Job Address: 11016 NW 2 Avenue Miami Shores, FL 33138 - Phone Number Parcel Number 1121360020250 Project: <NONE> Contractor: SUPREME ROOFING SERVICES INC Phone: (786)229 -9331 Building Department Comments Inspector Comments Passed Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. November 30, 2009 For Inspections please call: (305)762 -4949 Page 14 of 32 a - CbNSULTINW ENGINEERS, IN A-1 CONSULTING ENGINEERS, INC a ROOF STRUCTURES CONSULTING �► HELP 11 ON SITE CONCENTRATED UPLIFT LOAD TESTING ROOF TILE IN ACCORDANCE WITH METRO -DADE BUILDING CODE COMPLIANCE ROO PROBLEMS TAS No. 106 UPLIFT TEST EXPERTS SITE SPECIFIC INFORMATION Owner's Name: Permit #: Job Address: - 21-11' - /�/ /�Z Roofing Contractor: rg�# Type of Tile: -'TAV d/1S' // "IS / ' Date installed: Approximate Roof Height: 12- A' feet Roof Pitch: , 3 44- TOe of Access to Roof: K Scaffolds Ladder Other Approximate Square Footage of Roof: l ft 2 Required Testing Force: 35 lb—s. Testing Equipment: F.G.E. 100 Date Tested: rEST LOCATION UPLIFT PULL TEST EST LOCATION UPLIFT PULL TEST rEff LOCATIO1 UPLIFT PULL TEST rEST LOCAROP UPLIFT PULL TEST MW LOCH UPLIFT PULL TEST ST LOCATIO UPLIFT PULL TEST 1 26 51 76 101 126 2 27 52 77 102 127 3 28 53 78 103 128 4 29 54 79 104 129 5 30 55 80 105 130 6 31 56 81 106 131 7 32 57 82 107 132 8 33 58 83 108 133 9 34 59 84 109 134 10 35 60 85 110 135 11 11 36 61 86 111 136 12 37 62 87 112 137 13 38 63 88 113 138 14 39 64 89 114 139 15 40 65 90 115 140 16 41 IR 6 91 116 141 17 42 7 92 117 142 18 43 93 118 143 19 44 69 94 119 1 144 20 Enalmr95 120 145 21 46V 71 96 121 146 3z 47 97 122 147 ff 48 98 123 148 49 w,, 74 99 124 149 50 75 100 125 150 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS TAS 106 TEST HAS B .EN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. THIS REPO SUB ITf l) Rep►�bert ontreras P. P.E.# 21522 A -1 CONSULTING ENGINEERS, INC. Lab. CeMeation # 07- 0306.03 Renews 01- 1224.05 4383 S.W. 70th Ct., Miami, Florida 33155 • Telephone (305)740 -9550 • Fax (305) 740 -9550 ENGLISH: Cell (305) 609 -6388 • SPANISH: Cell (305) 498 -9804 A -1 CONSULTING ENGINEERS INC ROOF STRUCTURES CONSULTING UP UFT TEST EX MM JobAldnW 11018 '1 MIAMIJIL, Typo tS, Tft JIPA = u r■ �rarrr.r.wirrri ■ i n s 1: AOMO'Mft ftdHW9 r „ r; 12 l8d lmap": .......... 3112 rAa of =ww ba► Ro& ,,, _LOW. A"m lmu t FcuWp ,- JA - R2 Raq" To" FOt W AM Cleft Teased 1112dt M affavotTow 23. CIi1BILY SPMTCH.OF ROOF 1 3 7 10 3 6 9 13 4 0 8 11 13 ,30 33 1 23 14 ly 18 15 115 moviRO DATE *W 70 6T lMIA#U,1e1. 33 http: / /mail.googtt!.comlmail /` W=2 &ik-09S 1712bd3&view-attkth- 1232899331 d4c6Oe &... 11/25/2009