The URL can be used to link to this page

RF-07-1473 (2)Inspection Worksheet fait Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Job Address: 1351 102 Street NE Miami Shores, FL 33138- Project: <NONE> Contractor: ROOFS BY CHERRY Buildina Department Comments Phone Number Parcel Number 1132050230170 Block: Lot: Phone: 305 - 653 -8542 Thursday, August 23, 2007 Page 1 of 2 Inspector Comments Passed CREATED AS REINSPECTION FOR INSP - 55547. my Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Thursday, August 23, 2007 Page 1 of 2 Inspection Date: 08123/2007 Inspector e►MIEIC_ Owner: RUSHING, DERK Job Address: 1351 102 Street NE Miami Shores, FL 33138- Project: <NONE> Block: Contractor: ROOFS BY CHERRY Building Denartment Comments Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number Parcel Number Lot: 1132050230170 Phone: 305 - 653 -8542 Wednesday, August 22, 2007 Page 2 of 2 241001 Inspector Comments Passed my �a o tl oaf s • Failed -t,- D P�&¢t�S 02/ -Z-5 I C>7 Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Wednesday, August 22, 2007 Page 2 of 2 ® °e Inspection Worksheet Miami Shores Village "—---- 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Job Address: 1351 102 Street NE Miami Shores, FL 33138- Phone Number Parcel Number 1132050230170 Project: <NONE> Block: Lot: Contractor: ROOFS BY CHERRY Phone: 305 - 653 -8542 Buildina Department Comments Tuesday, July 24, 2007 Page 1 of 2 Infractio Passed Comments TIN CAP SPACEING False JUL 2 5 2007 -7/r ��kql 7 Inspector Comments Passed my Failed El Correction a Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, July 24, 2007 Page 1 of 2 Job Address: 1351 102 Street NE Miami Shores, FL 33138- Phone Number Parcel Number 1132050230170 Project: <NONE> Block: Lot: Contractor: ROOFS BY CHERRY Phone: 305 - 653 -8542 0-HAinn rtnnnhmnni (_nmmnn*¢ JUL 2 6 2007 n6` Inspection Worksheet ` •moa YYtad� Miami Shores Village =--- 10050 N.E. 2nd Avenue Miami Shores, FL 4�IY" Phone: (305)795 -2204 Fax: (305)756 -8972 Job Address: 1351 102 Street NE Miami Shores, FL 33138- Phone Number Parcel Number 1132050230170 Project: <NONE> Block: Lot: Contractor: ROOFS BY CHERRY Phone: 305 - 653 -8542 0-HAinn rtnnnhmnni (_nmmnn*¢ Wednesday, July 25, 2007 Page 1 of 2 JUL 2 6 2007 Inspector Comments Passed slope inspection my Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Wednesday, July 25, 2007 Page 1 of 2 . . Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Date: 07126/2007 Permit Type: Roof Inspector: Grande, Claudio Inspection Type: Hot Mop Owner: RUSHING, DERK Work Classification: Roof - New Job Address: 1351 102 Street NE Miami Shores, FL 33138- Phone Number Parcel Number Project: <NONE> Block: Lot: 1132060230170 Contractor: ROOFS BY CHERRY Phone: 305-653-8542 Buildina Danartmant Comments r JUL 2 2007 Inspector Comments Passed 4-9 Failed Correction Needed Re-inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid . Wednesday, July 25, 2007 Page 1 of 2 Project Address Parcel Number Applicant 1351 NE 102 Street 1132050230170 DERK RUSHING Miami Shores, FL 33138- Block: Lot: O -MM .. r 1351 NE 102 Street MIAMI SHORES FL 33138 -2619 Contractor(s) Phone Cell Phone ROOFS BY CHERRY 305 - 653 -8542 Type of Work: Re -Roof Additional Info: Classification: Residential Fees Due Miami Shores Village CCF 10050 N.E. 2nd Avenue Education Surcharge Miami Shores, FL 33138-0000 Permit Fee - New Roof Phone: (305)795 -2204 Project Address Parcel Number Applicant 1351 NE 102 Street 1132050230170 DERK RUSHING Miami Shores, FL 33138- Block: Lot: O -MM .. r 1351 NE 102 Street MIAMI SHORES FL 33138 -2619 Contractor(s) Phone Cell Phone ROOFS BY CHERRY 305 - 653 -8542 Type of Work: Re -Roof Additional Info: Classification: Residential Fees Due Amount CCF $14.40 Education Surcharge $4.80 Permit Fee - New Roof $325.00 Scanning Fee $9.00 Technology Fee $8.13 Total: $361.33 Valuation: $ 24,000.00 Total Sq Feet: 3350 Total Amt Paid Amt Due $ 0.00 $ 0.00 $ 0.00 Payment Type: n- �t�Jlr.I 'JUL 1 8PAID Available Inspections: 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. July 16, 2007 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Monday, July 16, 2007 1 ROOFING ASSEMBLY APPROVAL CKt o Roofing Snb-Ca rv: 07320 Roofing Tiles Concrete Deck Tyye: Wood I. SCOPE This approves a new roofing system using "Capistrano Concrete Tile" as manufactured by Eagle Roofing Products LLC in Sumterville, FL. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Cale 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 • • • • Manufackred by Test Product • • • : • • ° A- AAlica Dimensions SMmMeations Descritution ' ::::0001, 0 0 0.0 Capistrano Concrete L =17" TAS 112 High profile concrete roof tile. For~ deck ..:. • • Tile W =12/4" or battened nail -on applications....... . Thickness = Vit Trim Pieces 1= varies TAS 112 Accessory • • • • sory trim, clay roof pieces fpr useat ' 0000 w = varies hips, rakes, ridges and valley term%aAn! . • • • varying thickness Manufactured for each the profile. ° • 2.1 SUBMIT! EVIDENCE: Test Agency Test Test Name/Renart Date PRI Asphalt Technologies ERPF-001 -02 -02 TAS -112 Aug. 2006 Redland Technologies 7161 -03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 & 102(A) Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108 (Nail -On) Redland Technologies P09647 -01 Wind Tunnel Testing Aug. 199.4 TAS 108 (Mortar Set) Redland Technologies P0402 Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails The Center for Applied 94 -083 Static Uplift Testing April 1994 Engineering, Inc. TAS 101 (Adhesive Set) The Center for Applied 94-084 Static Uplift Testing May 1994. Engineering, Inc. TAS 101 (Mortar Set) C NOA No.: 06 -0526.08 E AL Expiration Date: 10105111 Approval Date: 10105106 Page 2 of 6 0000.° ...... .0000. 0000° . 0 0 ...... . 00000. 0 The Center for Applied 25- 7094{3, 6 & 9) Engineering, Inc. Static Uplift Testing Oct. 1994 TAS 102 The Center for Applied 25- 7120 -(1 & 2) Engineering, Inc. Static Uplift Testing Nov. 1994 TAS 102 The Center for Applied 25- 7183 -(3 & 4) Engineering, Inc. Static Uplift Testing Feb. 1995 TAS 102 The Center for Applied 25-7214-(3,4, &7) Engineering, Inc. Static Uplift Testing March, 1995 TAS 102 The Center for Applied 25- 7804 -4 Engineering, Inc. Static Uplift Testing Sep. 1996 TAS 102 Celotex Corporation 520111 -3 Testing Services Static Uplift Testing Dec. 1998 TAS 101 Celotex Corporation 520191 -2 -1 Testing Services Static Uplift Testing yarcu 1999 TAS 101 #0000 • Walker Engineering, Inc. � g� Calculations walker Engineering, Inc. : • • • : • Aerodynamic Multiplier •SC$,2006 • Calculations Restoring Moment Due to '3q? 2006 • Gravity • • • • • 0000.. 3. LD41TAITONS 0 0 0 0.. .. • • 3.1 Fire classification is not part of this acceptance. .e • :00:0: 0000 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be perforated in . accordance with TAS 106. • • • • 3 3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory% perform • • • • quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30190 hot mopped underlayment applications may be installed perpend WL to the ref slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wool deck applications. Minimum deck requirements shall be in compliance with chapter 29 of the SFBC. a NOA No.: 06-0526.08 Expiration Date: 10/05/11 Approval Date: 10105106 Page 3 of 6 000.0. .eggs. ....•e e.... • . 0000. 0 0 0 a 0 .. 0000.. .0000. 4. INSTALLATION 4.1 Eagle Roofing Products LLC Capistrano Concrete 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 (1N) and Dimensions (I x w) Tile Profile Weight-W pbt) Length-[ (ft) Width -w (ft) Ca Wrano Concrete Tile 10 1.417 1.04 Table 2: Aerodynamic Multi tiers - A The A ( Profile Batten lica#on In�ct Lock A I cation Ca istrano Concrete Tile 0.300 0.2 WII 1 - Table 4: Attachment R, ;eWdWce R, ; Expressed as a Moment - Mr (ft Ibf) • • for Nall -0n Systems " ' Table 3: , orin manta due to Gra - M ft- sees_. 0... Tile Profile 3 ":12" 4 ":1 5 ":12" 6 ":12" • 0 Gmatesthan Capistrano Concrete Tile Battens Direct Batten r Battens I Direct Battens Dired ' 70" 2" Bath .Qirw N/A Deck crew 72;#8 crew 1 -10d h or Screw ShanaFeld Clip) Deck Deck . . .i�eCk N/A WA N/A 6.68 6.99 6.57 .88 6.44 6.73 6.28 6.56 6. . .6.38 WII 1 - Table 4: Attachment R, ;eWdWce R, ; Expressed as a Moment - Mr (ft Ibf) • • for Nall -0n Systems " ' WIG Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Capistrano Concrete Tile 2 -10d Ring Shank Nails 1 -10d Smooth or Screw Shank Nall 28.6 5.1 41.2 6.8 WA WA 2 -10d Smooth or Screw Nails 6.9 9.2 N/A crew 72;#8 crew 1 -10d h or Screw ShanaFeld Clip) 20.7 43.2 23.1 20.7 43.2 23.1 N/A WA N/A 1 -10d Smooth or Screw Shank Nail Eave Clip) 29.3 29.3 N/A 2 -10d Smooth or Screw Shank Nails Field Clip) 27.6 27.6 N/A 2 -10d Smooth or Screw Shank Nails Eave Clip) 38.1 38.1 WA 2 -10d Fling Shank Nails 33.1 48.1 WA 1. Installation with a 3° file h diap and fasteners are kited a min. of 2W from head of tile. a , NOA No.: 06- 0526.08 Expiration Date: 10 /05/11 Approval Date: 10/05106 Page 4 of 6 •00.0 . sees. 0 :.sees 0000 . 10.0 00.. r • 0000 ... 0• sees•. sees. sees.. sees.. Table 5: Attachment Resistance Expressed as a Moment Mf (ft -lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Capistrano Concrete Tile Adhesive 29.3 1 See manufactures component approval for installation requirements. 2 Flexible Products Company nleBond Average weight per patty 10.7 gram. Polyfoam Product Inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - Mr (ft -lbfl for Single Patty Adhesive Set Systems Tile Tile Application Minim a ment Profile Profile sell We Capistrano Concrete Tile Polybm Pot ProT"" 66. Polvfoam PolyProTm 5 TOe -"rite Roof Tile Mortar. 13 Lar0e DW6 PleCOrnOnt of 639MM of PolyProTm. • 4 Medium paddy Plecarnerd of 24grarns of Po ProTM. • • • 6099•• Table 5B: Attachment Resistance Expressed as a Moment- Mf(ft -Ibl* for Mortar Set Systems e":': Tile Tile Attachment Profile Application Resistan• •' • Capistrano Concrete Tile Mortar Sef 24.5 5 TOe -"rite Roof Tile Mortar. 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detafi Below), or following statement: "Miami -Dade County product Control Approved ". EAGLLEI�' FLORIDA CAPISTRA.NO CONCRETE ROOF THE LABEL, SUMTERVUXE PLANT (LOCATED ON UNDERSIDE OF ULE) to NOA No.: 06-0526.08 F- viraflon Date:10/OS /11 Approval Date: 10105/06 Page 5 of 6 •6G•• • • •0000• 0000 • •00• 0000 0000 •0• • • • • .0000. 0000• 0000• •000G• *Geese .0000. J' 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 DRAWING CAMMANO CONCRETE ROOF Tux END OF THIS ACCEPTANCE A a& I C, NOA No.: 064526.08 ELMnddE K Expiration Date: 10/05/11 Approval Date: 10/05106 Page 6 of 6 0000•• • 0000 • 0000•• • 0000 • • • 0000•• • •00.00 100•• 0000 0000• 1 •• •••• 0000!• • 1000• • ! • ! • • 0000 0000!• fA �3y 0000 • • • • 0000•• I• •!! ! • • 000� 000 A a& I C, NOA No.: 064526.08 ELMnddE K Expiration Date: 10/05/11 Approval Date: 10/05106 Page 6 of 6 MIAMI DAI BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 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 (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) 106'r the AHJ (in areas other than Miami Dade County) reserve the right to have this product or mal°erA tested f%uvfity assurance purposes. If this product or material fails to perform in the accepted manner, the ramft eeturer *ill incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the W bf %uch product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is dc'. ditined 636=0 that this product or material fails to meet the requirements of the applicable building code. v ...' ... 0 .... This product is approved as described herein, and has been designed to comply with the High V7&4ty Ht cAne Zone of the Florida Building Code. ; • • ; • ; DESCRIPTION: Polypro* AH160 • • 0 •0 • ••• • .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 A2 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 • ..••.• •0000• • • • • ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design 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 Polypro® AH160 N/A Foampro® RTF1000 N/A ProPack® 30 & 100 N/A Test Product Desc*9218 . • Specifications •. . • • 0000•. TAS 101 Two component polyurd't1'tWfoam' adhesive '® "`• • Dispensing Equipment * 0 • ; • "" Dispensing Equipment '': • • : 0000 .... ••.. PRODUCTS MANUFACTURED BY OTHERS: • ' • "' `. Any Miami Dade County Product Control Accepted Roof Tile Assembly having a current #44which' • • • list moment resistance values with the use of Polypro AH160 roof tile adhesive. • • PHYSICAL PROPERTIES: Pr_ ouerty Test Density ASTM D 1622 Compressive Strength ASTM D 1621 Tensile Strength ASTM D 1623 Water Absorption ASTM D 2127 Moisture Vapor Transmission ASTM E 96 Dimensional Stability ASTM D 2126 Closed Cell Content ASTM D 2856 Results 1.61bs. /ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs. /Ft2 3.1 Penn/ 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: 04/13106 Page 2 of 7 •00••. • • • • 0000•. . • • ••••.. • •0000• . EVIDENCE SUBMITTED: Test Agency Test Identifier Name/Report Date Center for Applied Engineering #94 -060 _Test TAS 101 04/08/94 257818 -IPA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12195 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[i] ASTM E 84 01/16/95 :' "" • • •. • • Trinity Engineering 7050.02.96 -1 TAS 114 ' 6 03/4 4/96 • • • 6666.. 600.00 • Celotex Corp. Testing Services 528454 -2 -1 TAS 101 • • 9"/9-3/98 • ; 528454 -9 -1 • • • • • 6 6 6 6: • • 528454 -10 -1 •0000 '��• 6 520109 -1 TAS 101 "*ofT/28/98 :00* 40:0 520109 -2 " ' • ::o " •"6:6 520109 -3 : "0 • 520109 -6 6 • •••• 6.6666 520109 -7 0 •� +� 6 .. 666006 520191 -1 TAS 101 03/02/99 • 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile 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. IF` W F,_ �2; t MS NOA No.: 06- 0201.02 " = Expiration Date: 05110111 Approval Date: 04 /13106 Page 3 of 7 INSTALLATION: I. Polypro® AH160 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® AR 160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tie assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof the assembly NOA 3. PolyproO 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. • 0 5. Calibration of the Foampro® dispensing equipment is required before application of 2hy. adhesive.' The mix ratio between the "A" component and the 'B" component shall be maintained jpivien 1.0-• • • : 0 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds perigg oj determined at calibration. No other settings shall be approved. • . • 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPackS 30 & 100 dispeasa$g ; :060:0 . equipment only. 0 00 • • :066 7. Polypro® AH160 shall not be exposed permanently to sunlight. • • • • • • 9660 8. Tiles must be adhered in fleshly applied adhesive. Tile must be set within 2 to 3 min$fe% r • PolyproO AH160 has been dispensed. 0 0 00090 9. Polypro& AH 160 placement and minimum patty weight shall be in accordance witAhe A acemenf • • • • Details' herein. Each generic the profile requires the specific placement noted herein 000 0 ; 0• Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 NIA 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 _ _L Expiration Date: 05/10/11 ow Approval Date: 04/13106 Page 4 of 7 00.00 •0000• • • • • •00.0• • ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Nall through phasUc cement Paddy {Beiafh TUe) thxterward 10 hr. • • • • • • • • • Ea" cam > • • • • • Then Mtn the toe. Fascia Em course ontr Eev ft- tteepadhadNeapprox. 4hLaErfromweephal� Rd through plastic cement Underlaymeat I 101n. 21n EwCaaso Eave Course onhy: Keep dolva approx. 4 fn uphmweepholes Paddy (BeneaUt Tire] Fascia • 0000•• 0 00 00000 0000:6 1) Ppceenou9hsdh •,aivetoadteve11to23 Optoaal2x4sfor • • Wee p P h aPP n� •'m throdgh plastic square Miss in contact whhthe pan the 4Turn covers upsidedown. Place adhesive 112 ha • • • • • • • • • To 1 In. From ouW6 edge of coverUle. • • • • • Then Mtn the toe. • 0000 ••• 0 • Utuierlaymem • 0000 o •• ofthe�eave ' Sheatdng cause aver tle. � Abut to second course of flptlon� pantUes. Ensure am and of �and wverWas are point-up Mortar flush at am Me. on ob4b edges Eave closure Weephole Fascia B (molar shown) NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 0000•• 0000• • • 0000• 0000•• • • • 0000•• • 0 •0000• ADHESIVE PLACEMENT DETAIL Z SINGLE PAT'T'Y Nail through plastic cement Paddy (8eneA ne} Nall through plastic cownt Paddy (Beneath Tfle) Undergynrent � ° UnderlaymeM o ° Iln. i2In. 7F In %11n. •• 6 bra CouBe •� ° ° � • 86* • • ° Fascia Fascia Wee*le • . EmCouse Egddl&h Fare Closure • • V: �P ed 9e' � � 6466 NOA No.: 06- 0201.02 " Expiration Date: 05110111 Approval Date: 04/13/06 Page 6 of 7 6490.• • • • 9.•0.• 4.9.4. ••60• • • 6666•• • .• •6.4•• • • • ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nail through plastic cement ply Alan through plastic cement (between Ole) ° tlnderlaymeM Paddy w (under file) Single paddy 1 x3 In in. under f le 3 In. Single paddy on 2 in. 4 In. Single in'�� 2 in. under• paddyon d laymen ° under - laymen Single paddy Eave course on top of th Single on top fie 2 size p 1 paddy eave medium CMMM p size paddy save Fascia ' course only Nail through plastic cement Single paddy • • END OF THIS ACCEPTANCE Single paddy under file Single paddy between file 21n. x 7In. medium ske paddy eave course only NOA No.: 06- 0201.02 ' Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 7 of 7 • • • . � • .... �a�ota �pho� • • • • • • EavecljsM• ••••. p�Pe�e .••••• .. . ... . .....: NOA No.: 06- 0201.02 ' Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 7 of 7 all 11 r it ' , , M I . I IL .ft3ft Ra'9 Systems Roofing Sytstmns eff tau► COW tsst AM IW WAYWE, ?a 07470 USA 'R Mka w or nftboW Base Sheet• „may be utIlIzed as an sterf9ft do TYM Q base sheers In ally-of the IOPWAV In in. tt'dc • • (aft) OVPW U bmd or 114 In. W* (11110) G-P ...... Who tide Is d� t� r+Ypann may be used it anyr' g Ian ible Qedc �': • fait � the " go deg Ig sYsDeltt, must be Placed beer �bo�d. S �3oa fyt d �+ocf• • : • Also, .... nnmoe PRO Of MAFMM ply 4• or "Pty 6' May be SWWIDd to G-P VOIRM DOWOCkO 1, � • • • •' • • • • • • :....: • ymerwl� taw 94o accepuft aftenuft iV • • • •• ��fd:Many ego,,' .0:000 O.• •...• •..•.• ...... . ASPUALT FOS SVSTDM W M MOT R0010" A*M%Atr mat base shM i' JIS #75 Base S WW Or #80 IIE'il "u sheet C PN 4• or Iej3 l M B") In the t�s At B or C Imo) t4 a �r'lype Oi h+�Eed below. ow S g Base 910 n� base sheet'AF f/ aaachad a side dpi r • wed tb be moped am nOlOb to be shoot As an Open Type GZ 09t 9100 mat base sheet MvMM #75 Base Pij► suet i'GAFC,1 A5 Ply 4`i. . ply I, BOOM * or base sheet may be sold mopped, spot 1110 or MaChardcally tanO d. o a thim otlrPrvrtse WAkftd, alt vatdaum may be hot napped Or uwdmukMY f ems. Fk*br or 0" aoid" may► be ased for to any Of the gees A, 8 Or C sy ---I below. W14" "Mae is aftwJ04 this &WMC6 VOMW p@tMAt, m. or ,y Otfiec edr pel�e Ir. 1N11 nrdw TheusO 'If OYPSM,boani under any of ft Upwing CWSSASWCSWWM dM OYPSM bear d 's an.aoxMble alternate fOr 1=901100 Ow C-1S/32 &,cks, notwkm*,W,,,M rating. The use of %_k, mk*,Mm 7he Pape between Mk*fiUfn *-in. thkk peree bo&d =P==)Rra=a"vft (Or ftWMwate hoard in ft &W-de* WO MAiW POW WdWroWn Mewing Ckft.A, A or C sygem. t1'a�" r apered E nerCMo W or any Cla"Ok000m. Aer9VGU.Wd COMIMSItE RA- be 50111111111111ted for . any Atin polyb;oeMnvjgft kwAlft 1, Trumbull "ftrm& l4op, may be UtgIzed with any of the be .asphalt Phalt Fet SyshMW wft H* ROOft Asphalt". GAFGLAS #80 Promfuin aaft Sheet may be aNd in ally grog mowhv smelm OG"Qm ftx ply 60 is a Sutwe aftnuts, to - %van ft V. *CAFMMP pwWafte SPOW Maybe toed (a Ica Crany Per InsulaW lhaw ent=itle fallo"Ing NC Chwocaftm, Unless otherwise indketed any of the Omptot Fft System YM Mot Roofing Asphalt- may fie uWaced wlth.7Rreshl6Id MB' at 2-S.- 3.0 gal/sq. Clan k a and c Hot rooting asphalt, For use WM , Organic and glass felts Or Modified bitumen• Membmnm -*mbr "Rubee"'d Heat Weld" SOS rob ft n am may be used fn*kU of *Ruberold KW- SeS.Products in any aPPk able Oo"VkpVoM 1. Dacia C-15M AlICRW 3 0041. JIV Shan ft — Three 6r omour, -any wdmm - "IOM PUft.TYPe GI %Atom ply 4w or *G4FGW My 6. eat 8Attt!*W Gravel. Voo 00600 00 X Dacia C-Oi= Todkoft: 2 0 0 09 .• 0060 InwkwOm (opu*"W),% One 0.0* : 0 OrInIll • 66060: • nis ewnposup, W004 ft offset 1111M PBUW mood f1ber ghm f#w, bwMM.W ne, PSY S11611b — ThM or nWe oxnpositk phowk -any 0*6160L aunposlbs, pa" 3. T ��_ N C ZRORM 2 am ormw 41"M WNft wood fftw� OM flbw, ftaqanurate, methane, Pw#bWftoqvmwjft C=Wasibs, Wood Obw or.' Piles MM**Mk one Ply TM 03 6•. 4. Oo�h NC IMI-0 asp jp — one CW t" 41y"s wbOth" W, MY thiCknm tart InOpPed. S#Wft — Any UL ClaWNW gravel f SwftW CUM A •aWtot 04M fiber awsyam & Deda C-15/32 know i 8ftHMPSftbw* (00"012110'. — Red roan 'POW. now to 4WL - o6b — one Pf► Type G2 464FOW 4" ftw Shm" Cmv be no". Ptr N&eeft (3ft 4w ffwm Oft Type 01 - QGAMM My Wt or aMM ply 6o.. Cap Sheab One ply Type G3 'GAMM WOOM VAhad Coo sbW. L Dada 14C Todbw 3 Ply sheaft a- one *75 ftse stleer. CDP shoob — or more piles TYPO 01 '%WQM 14Y 4- or "GAFMM ply 6-. * TYPe G3 TAMM low Sw . faced cap sheet ". hft:/-/&ubase,uLcom/cei 'NUN _bWXYV&=LftUSEXT/lFRAMP,/qM.,..'htmi7nam� T wnmw MIAM h13At7� BUIi ING CODE COMPLIANCE OMCE (BCCO) PRODUCT CONTROL DIVISION NX& II -DADS COUNTX, FLORIDA METRO -DADE M A02R BUILDING 140 WEST FLAGLER STREET, SUrrE 1603 • MUNX FLORIDA 33M1563 nnq% 375-2901 FAX (305) 375 -2408 NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being tamed under the applicable rules and reguiations.goveming 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 area where allowed by the Authority Having Jurisdiction (AM. This NOA shall not be valid. .after the expiration date stated below. The Miami Dade County Prku�Control Division (In Miami Dade County) andlor the AM (in areas other than Miami Dade da:mty; reset �e tbz :right td • • • � • have this product or mute rich tested for quality assurance purposes. If this product or faulsto the accepted meaner, the manufacturer will incur the ex "A � li • • • • • pence of such testing aid p�7' may iu�diately . revoke, modify, or suspend the use of such product or material within their jurisdiction.: BMA reserves xhe right • • • • • to revoke thus by Miami Dade Couurty product Control 1h4isien that V duct or•... • acceptance, if it is determined material fails to meet the requirements of the applicable building code. 00:00: . • • . • •• •• ••i. •••••• This product is approved. as described herein, and has been designed to comply with th$1�h;Velocity hurricane • • Zone of the Florida Building Code. • DESCRII�noN: GAF Conventional Bw1lt U Roof • • • • • Built-Up System for Wood Deck. •. • • i • . • .. • • • LABELING: Each unit shall bear a permanent label with the maindwtumes name or logo, city, state and following statement: Niami D d ° ade County Product Control Approve, unless otherwise noted herein RENEWAL of this NOA shah be considered after a renewal application has bean filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMMATTON 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. Npisnse 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 mauuufactumr or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews. NOA #020408.09 and consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No: 034SOLO:S Ftph2don Date: 11104,(08 Approval DatedOaW Page 1 of 21 Deck Type 1: Wood, Non-insulated Deck Description: 1' /." or greater plywood or wood plank decks System Type E (1): Base sheet moebauically fastened AD General and System Limitations shall apply. Base sheet: GAFGLAS #80 Ulti=Tm Base Sheet, STRATAVENTO Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROWO 20, RU13EROID SBS Heat Welder Smooth or RUBEROID SBS Heat Weld 25 base sheet mechanically fastened to deck as described below, Fastening Options: G al-ASO Ply 40, GAFGLAS Flex P1yTm 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" oc. at the lap staggered and in.two rows'12" o.c. in the field (Maximum Design Pressure -45 ps, See General Lin kadgn 472 ...:. GAFGLASO Ply 40, GAFGLAS Flex P1yTM 6, GAFGLAS V .7.5•Bpe Sheet or any of above Base sheets attached to deck with Drlii Tec (CAAb" = #14 en • :. #14 Screws and 3" Plates, l2" o.c. in 3 rows. One row is initke+`b ".side lap. the other rows are wally spaced approximately 12" o c. in the ftdof the sheet. . (M=in= Design Pressure - 45psf, See General Li xft&fW r • • • • • GAFGLAS Flex Ply 3 B or ahj*,*c ' above Base, • • • sheets attached to deck with approved annular ring shank n ;Ad tin ci�k t a fastener spacing of 9" o c, at the 4" lap staggered and in twb ro'k 9" ox. in $he field. (Maximum Design Pressure 52.51*,, See Genera] at�aLim3ir4aion • • •. GA tGLAS #75 Base Sheet or any of above Base sheets vh0o d cl, Thin Tec (GAM M) #12 or #14 Screws and 3" Plates, 12" o c. in 4 rows. ble 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 Presaare -0psf, See General LamiW*n 47) Any of above Base sheets attached to deck approved annular zing shank nails and 3" inverted. Drill Tec (GAFMM) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Max6mm Design Pressure - 60p#,, See General Lio n #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill Tec (GAF M) #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. {M um Design Pressure -75 psf, See General limitad�ion if?) Ply Sheet: sGAFFGLY 41A FGLAS® PLY 60 ply sheet, #80 OID MOP Smooth or RUBEROTD 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20. 40 Wsq. Cap Shftt: �7__ Su faced�aiSheet adhered. in a f6rmoppmg of approved asphalt applied within the EVT range and at a rate of 20AO IbsJsq. ° NOA No: 03 -MIA5 Expiration Date: 11/04108 Approval Date:10/2"3 Page 18 of 21 • • • • • • WOOD DECK SYSTEM LEWTATIONS: 1 A slip sheet is rehired with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '/4" Dens Deck or % Type X gypsum board is acceptable to be installed directly over the woad deck. GENERAL LD WATIONS: L 2. 3. 4. 4 6. 7. 8. 9. 10. Fme classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a fall mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq., or mechanically attached`using the fastening pattern of the top layer All standard Panel sizes are acceptable for mechanical attachment When applied m approved asphalt, panel size shall be 4' x 4' maximum. An overlay and/or recovery board insulation panel is required on all applications over cloged f111 foam insulations when the base sheet is fully mopped. If no recovery board is:uspOte bag sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles 20 o.c.; h Mp mopped 8" n'bbons in three rows, one at each sidelap and one down the center • • •sheet Amon g- 0 continuous area of ventilation. Encircling of the s is not $ .• • g placed every 12' in each ribbon to allow cross ventilation. acceptable. �j� ".break pe be at a minimum rate of 12 lbsJ Note: t application 8f r systdti►' u sq• Spot attached systems shall be its a maudam designpresswre of -45 psf. • • • Fastener spacing for insulation attachment is based on a Minimum Charecteristii MU (F) valueof 275 Ibf., as tested in compliance with Testing Application Standard TAS 105. 1 the •fasteners diV,. as field4ested, are below 275 lbf. insulation attachment shall not be acceptable. •.. • 0 ' • • Fastener spacing for mechanical attachment of anchorlbase sheet or membrane attachment is based. on a minimum fastener resistance value in conjunction with the mWi n m. 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. Perimeter and corner areas shall comply with the enhanced, uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard. RAS 117. (When this limitation is speedficaUy referred wid& this NOA, General Limitation #9 WM not be applicable.) All attachment and sizing of perimeter hailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. The in"imum designed pressure limitation listed shall be applicable to all roof pressure zones (Le, field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers and corners). (When tills limitation is spaafieally referred wdhboL this NOA, General Limitation #7 will not be applicable.) All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No: 034501.05 Expiration Date,. 11/04M Approval Date -.J9f il03 Page 21 of 21 •