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RF-13-2053e � Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 205926 Permit Number: RF -9 -13 -2053 Scheduled Inspection Date: January 22, 2014 Inspector. Rodriguez, Jorge Owner: VALMOCINA, MARIBEL Job Address: 685 NE 93 Street Miami Shores, FL Project: <NONE> Permit Type: Roof Inspection Type: Final Building Work Classification: Tile /Flat Phone Number (305)758 -7829 Parcel Number 1132060141750 Contractor: ARCON ROOFING Phone: 954- 753 -3100 Building Department Comments RE- ROOFING 2400 SQ FT TILE 4/12 PITCH 700 SQ FLAT ROOF.. INSPECTOR COMMENTS False January 21, 2014 For Inspections please call: (305)762 -4949 Page 35 of 39 Inspector Comments Passed _tm Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. January 21, 2014 For Inspections please call: (305)762 -4949 Page 35 of 39 RE: Permit # kc- 9r1-3 X53 Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION AFFIDAVIT DATE: /4f /3 I loalq - L- Arlo licensed as a Contrac n / Engineer ( g / Architect, (Print name and cWe ucense Type) FS 468 Building Inspector License #: 0674�' 77 On or about VAIZ3 , I did personally roof Inspect the of deck p nailing and— (Dab & tme) S�darywater barrier work at P� (Complete Job Ske Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on $53.844 F-S) Signature State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this day of l3 Notary Public, Sate of Florida at Large MARIA TALERICO PZ.e' �i State of ��a ;o r. Notary Public My Comm. ExPiroe Jan 11, 2016 Commission39865 n. National *General, Building, Reatdentiel, or Roofing Contractors or any individual wMed under 466 F.S. to make such an inspecton. indude p Bonded Through permit # and address # dearly shown marked on the deck for each Inspection Revised on 5/21/2009 k A 7C, -L . A B9 I 1� Cm November 11, 2013 Arcon Roofing 2280 NW 16 St Pompano Beach, FL 33069 RE: TILE UPLIFT TEST PROJECT INFORMATION PROVIDED BY CLIENT: 685 NE 93 St Miami Shores, FL Permit#: RF 9 -13 -2053 Property ID: 11- 3206 - 014 -1750 Date inspected: November 9, 2013 Date completed: November 5, 2013 Roofing Contractor: Arcon Roofing Carlab, Inc Project # 13 -7785 Testing lab Certificate #: 09- 0127.04 Dear Sirs, In accordance with your request and authorization, a representative of Carlab, Inc completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No. 106 Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was estimated to be less than a total of 2400 square feet, and the mean height of the roof is less than 30 feet above ground surface. The type of tile used for this project was reported to be Entegra Roof Tile. This tile was reported to have been foamed in place. At the time of this testing, one test for every corner, one test for every 100 square feet of roof tile in the perimeter area and one test for every 200 square feet of roof tile in the field area were tested. Based on our test results, we conclude that the installation of the roof tile at the above referenced project meets the test requirement outlined in the above mentioned protocol. Attached please find a copy of our test report for your review. Should you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respec submitted, 111111 � 7 Sergio Labiste, PE 61733 8730 SW 25 STREET • MIAMI • FL • 33165 • PHONE: 305.283.3512 •FAX: 305.226.0438 Test Test load (Ibf) Test Status 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass 24 35 Pass 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass TILE UPLIFT TEST FOR RESIDENCE 685 NE 93 ST Miami Shores, FL Project#: 13 -7785 Test Test load (Ibf) Test Status 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass 51 35 Pass 52 35 Pass 53 35 Pass 54 35 Pass 55 35 Pass 56 35 Pass 57 35 Pass 58 35 Pass 59 35 Pass 60 35 Pass 61 35 Pass 62 35 Pass 63 35 Pass 64 35 Pass 65 35 Pass 66 35 Pass 67 35 Pass 68 35 Pass 69 35 Pass 70 35 Pass 71 35 Pass 72 35 Pass Test Test load (Ibf) Test Status 73 35 Pass 74 35 Pass 75 35 Pass 76 35 Pass 77 35 Pass 78 35 Pass 79 35 Pass 80 35 Pass 81 35 Pass 82 35 Pass 83 35 Pass 84 35 Pass 85 35 Pass 86 35 Pass 87 35 Pass 88 35 Pass 89 35 Pass 90 35 Pass 91 35 Pass 92 35 Pass 93 35 Pass 94 35 Pass 95 35 Pass 96 35 Pass 97 35 Pass 98 35 Pass 99 35 Pass 100 35 Pass 101 35 Pass 102 35 Pass 103 35 Pass 104 35 Pass 105 35 Pass 106 35 Pass 107 35 Pass 108 35 Pass 8730 SW 25 STREET • MIAMI • FL • 33165 • PHONE: 305.283.3512 *FAX: 305.226.0438 Test Test load Qbi) Test Status 109 35 Pass 110 35 Pass 111 35 Pass 112 35 Pass 113 35 Pass 114 35 Pass 115 35 Pass 116 35 Pass 117 35 Pass 118 35 Pass 119 35 Pass 120 35 Pass 121 35 Pass 122 35 Pass 123 35 Pass 124 35 Pass 125 35 Pass 126 35 Pass 127 35 Pass 128 35 Pass 129 35 Pass 130 35 Pass 131 35 Pass 132 35 Pass 133 35 Pass 134 35 Pass 135 35 Pass 136 35 Pass 137 35 Pass 138 35 Pass 139 35 Pass 140 35 Pass 141 35 Pass 142 35 Pass 143 35 Pass 144 35 Pass 145 35 Pass 146 35 Pass 147 35 Pass 148 35 Pass 149 35 Pass 150 35 Pass 151 35 Pass 152 35 Pass 153 35 Pass Test Test load Qbfl Test Status 154 35 Pass 155 35 Pass 156 35 Pass 157 35 Pass 158 35 Pass 159 35 Pass 160 35 Pass 161 35 Pass 162 35 Pass 163 35 Pass 164 35 Pass 165 35 Pass 166 35 Pass 167 35 Pass 168 35 Pass 169 35 Pass 170 35 Pass 171 35 Pass 172 35 Pass 173 35 Pass 174 35 Pass 175 35 Pass 176 35 Pass 177 35 Pass 178 35 Pass 179 35 Pass 180 35 Pass 181 35 Pass 182 35 Pass 183 35 Pass 184 35 Pass 185 35 Pass 186 35 Pass 187 35 Pass 188 35 Pass 189 35 Pass 190 35 Pass 191 35 Pass 192 35 Pass 193 35 Pass Test Test load I Test (lbfl I Status 8730 SW 25 STREET • MIAMI • FL • 33165 • PHONE: 305.283.3512 *FAX: 305.226.0438 ui Z n w U N 58 + + + + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + LEGEND + EIELD TEST PERIMETER TEST O CORNER TEST AC A T Z L A ]B, I N C. ENC -SM AND PLANNERS CE&THWATE OF AUT11MMTWN 6019 8730 &W. 28 Sr, MIAMb FL 33164 TELL 303 2813.4121 FAX, 3W 226-0438 APPROX, ROOF TEST LOCATIONS AND DIMENSIONS 4 C A1Z -.AB2, IT%;Cm November 11, 2013 Arcon Roofing 2280 NW 16 St Pompano Beach, FL 33069 RE: TILE UPLIFT TEST PROJECT INFORMATION PROVIDED BY CLIENT: 685 NE 93 St Miami Shores, FL Permit# it r- -1 -,:2,^ Prop'e ST 1- =3206- 014 -1750 Date inspected: November 9, 2013 Date completed: November 5, 2013 Roofing Contractor: Arcon Roofing Carlab, Inc Project # 13 -7785 Testing lab Certificate #: 09- 0127.04 Dear Sirs, In accordance with your request and authorization, a representative of Carlab, Inc completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No. 106 Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was estimated to be less than a total of 2400 square feet, and the mean height of the roof is less than 30 feet above ground surface. The type of tile used for this project was reported to be Entegra Roof Tile. This tile was reported to have been foamed in place. At the time of this testing, one test for every corner, one test for every 100 square feet of roof tile in the perimeter area and one test for every 200 square feet of roof tile in the field area were tested. Based on our test results, we conclude that the installation of the roof tile at the above referenced project meets the test requirement outlined in the above mentioned protocol. Attached please find a copy of our test report for your review. Should you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. ;Fy/t subYnitted, Labiste, PE 61733 8730 SW 25 STREET • MIAMI • FL • 33165 • PHONE: 305.283.3512 *FAX: 305.226.0438 Test Test load (lbf) Test Status 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass 24 35 Pass 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass TILE UPLIFT TEST FOR RESIDENCE 685 NE 93 ST Miami Shores, FL Project#; 13 -7785 Test Test load (lbf) Test Status 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass 51 35 Pass 52 35 Pass 53 35 Pass 54 35 Pass 55 35 Pass 56 35 Pass 57 35 Pass 58 35 Pass 59 35 Pass 60 35 Pass 61 35 Pass 62 35 Pass 63 35 Pass 64 35 Pass 65 35 Pass 66 35 Pass 67 35 Pass 68 35 Pass 69 35 Pass 70 35 Pass 71 35 Pass 72 35 Pass Test Test load (lbf) Test Status 73 35 Pass 74 35 Pass 75 35 Pass 76 35 Pass 77 35 Pass 78 35 Pass 79 35 Pass 80 35 Pass 81 35 Pass 82 35 Pass 83 35 Pass 84 35 Pass 85 35 Pass 86 35 Pass 87 35 Pass 88 35 Pass 89 35 Pass 90 35 Pass 91 35 Pass 92 35 Pass 93 35 Pass 94 35 Pass 95 35 Pass 96 35 Pass 97 35 Pass 98 35 Pass 99 35 Pass 100 35 Pass 101 35 Pass 102 35 Pass 103 35 Pass 104 35 Pass 105 35 Pass 106 35 Pass 107 35 Pass 108 35 Pass 8730 SW 25 STREET • MIAMI • FL • 33165 + PHONE: 305.283.3512 *FAX: 305.226.0438 Test Test load (lbD Test Status 109 35 Pass 110 35 Pass 111 35 Pass 112 35 Pass 113 35 Pass 114 35 Pass 115 35 Pass 116 35 Pass 117 35 Pass 118 35 Pass 119 35 Pass 120 35 Pass 121 35 Pass 122 35 Pass 123 35 Pass 124 35 Pass 125 35 Pass 126 35 Pass 127 35 Pass 128 35 Pass 129 35 Pass 130 35 Pass 131 35 Pass 132 35 Pass 133 35 Pass 134 35 Pass 135 35 Pass 136 35 Pass 137 35 Pass 138 35 Pass 139 35 Pass 140 35 Pass 141 35 Pass 142 35 Pass 143 35 Pass 144 35 Pass 145 35 Pass 146 35 Pass 147 35 Pass 148 35 Pass 149 35 Pass 150 35 Pass 151 35 Pass 152 35 Pass 153 35 Pass Test Test load (IbO Test Status 154 35 Pass 155 35 Pass 156 35 Pass 157 35 Pass 158 35 Pass 159 35 Pass 160 35 Pass 161 35 Pass 162 35 Pass 163 35 Pass 164 35 Pass 165 35 Pass 166 35 Pass 167 35 Pass 168 35 Pass 169 35 Pass 170 35 Pass 171 35 Pass 172 35 Pass 173 35 Pass 174 35 Pass 175 35 Pass 176 35 Pass 177 35 Pass 178 35 Pass 179 35 Pass 180 35 Pass 181 35 Pass 182 35 Pass 183 35 Pass 184 35 Pass 185 35 Pass 186 35 Pass 187 35 Pass 188 35 Pass 189 35 Pass 190 35 Pass 191 35 Pass 192 35 Pass 193 35 Pass Test Test load I Test (lbfl I Status 8730 SW 25 STREET • MIAMI • FL • 33165 • PHONE: 305.283.3512 *FAX: 305.226.0438 i N Z w J Q U En 58 ON + ++ + + + + +o. + + + + + + + + + ++ + + + + + + �o m ++ + + + + + + ++ + + ++ ++ + ++ + + + + + + LEGEND + PIELD TEST — PERIMETER TEST O CORNER TEST C A 7R L A ]B, I N C. MGM= AM PLANNERS CEWMCATE OF AUTWIMTM 6419 8730 &W. 24 8r, W"% FL 33164 TM 144 283.14121 FAX$ 30 2260438 APPROX, ROOF- TEST LOCATIONS AND DIMENSIONS I Miami Shores Village Building Department 90050 N.E2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 7952204 Fa= (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 FBC 20 BUILDING Permit No. PERMIT APPLICATION Master Permit No. - 3 Permit Type: BUILDING ROOFING JOB ADDRESS: '�� ' 2 City: Miami Shores County. Miami Dade Zip: 3 3 ® � Folio/Parcel #: `/ 3 1 a 6 elf' # / Z� Is the Building Historically Designated: Yes I NO -'- Flood Zone: OWNER Name (Fee Simple Titleholder): " ®�' `��' ; A' �1,4 Phone#: 2 CC ,2 /,4 At- Address: City: /?) d aB S °'- State: Tenant/Lessee Name. Email: CONTRACTOR: Company Name: R ra Address: z o Afz y t Ti— ;PC city: 02 C� -State: Zip:. e' Qualifier Name. Z_ /V Phone#: 4J -?/ 9 ,;� 9 > (/ 01+I State Certification or Registration #: ee- C! 0 j 71 'r 7 Contact Phone#: �34 f 7 !� �d V Email Address: of Competency #: DESIGNER: Architect/Engineer. _r__ Phone#: Value of Work for this Permit: $ / 7, Square/Linear Footage of Work: � 4 Type of Work: 13Ad Description of Work: ODemolition Color thru ti%: "d f Submittal Fee $ Permit Fee $ CCF $-W CO /CC $ Scanning Fee $ O Radon Fee $ DBPR $ Bond L$ Notary $ T=Wing/Educadon Fee $ 2 _ yo Technology Fee $ _ 13 - 6 0 Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ rr H" Bon tg Company's game (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMNMNCEMENT 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 lestimated 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 redorded�notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days i0er the building permit rs issued In the absence of such posted notice, the inspection will not be approved and a reinspecdon fee will be charged Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of —)t 2011-3 , by 41 ;o C aP day of , 20®J by ZC7o a who is personally known to me or who has produced who is personally known to me or who has produced As identification and who G anresh. as identification and who did take as oath. NOT Y PUBLIC: fP�°��bok �� 2��r° NOT Y PUBLIC: Si ° �\ i o�� P �' Cam— P�,� .Oa2p�6 0 �` o Sign: tats' ��' 65 n• Print: . 1 O oa" 4k Print: My Commission Expires: �� APPROVED BY "'� l /mod! Plans Examiner Structural Review (Revised 3 /12012)MOvised 07/10107)(Ravised 000MOXRwised 3/15/09) My Commission Exp' S;°� y w �:��CIF Zoning Clerk To: Re: SEP 18 BY: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE. BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, Fl 33138 y owner's Name: X A Cl lo�eL Property Address: o�o V�r '" A—` �' 3 Roofing Permit Number. b C/� < 3 2 c> -1-3 6 r° 13 —/ $� Date: !' -/ 7 - /-? Dear Building official: certify that I am not required to retrofit the roof to wall connections of my buildin ecause: he just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) AyyL&W\c� -e ( , /q., Signature Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he /she is the owner for the above property mentioned. Sworn to and subscribed before me thjs � 7day of 7— C,/ Notary Public, Sate of Florida at Large • When the just valudon of the structure for pumose of ad valorem taxation is equal to or more then SFBC. Then you must provide a bullftg application from a General Contractor for the Roof to Wall correction Hurricane Mitigation. Revised on 6/219009 MARIA rt� Notary Pub is Stateo r my comm. Expires Jan 111 2016 Commission # EE 139865 Property Search - Report http: / /gisweb. miamidade .gov /PropertySearch/printMap.htm f IofI Disclaimer: MIAMI -DADE COUNTY OFFICE OF THE PROPERTY APPRAISER PROPERTY SEARCH SUMMARY REPORT Carlos Lopez - Camara Properly Appraiser Aerial Photography 2012 Taxable Value Information: Property Information: Folio 11- 3206- 014 -1750 Property Address 685 NE 93 ST Owner Name(s) MARIBEL VALMOCINA Mailing Address 685 NE 93 ST MIAMI FL 33138 -2906 Primary Zone 1000 SGL FAMILY - 2101 -2300 SQ Use Code 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths/Half 3/210 Floors 1 Living Units 1 Adj. Sq. Footage 1,999 Lot Size 9,675 SQ FT Year Built 1956 Full Legal Description MIAMI SHORES SEC 3 PB 10-37 E1/2 LOT 19 & ALL LOT 20 BLK 65 LOT SIZE 75.000 X 129 COC 21686 -1988 09 2003 1 Assessment Information: Current Previous Previous 2 Year 2013 2012 2011 Land Value $131,753 $105,629 $117,366 Building Value $136,544 $154,348 $155,362 Market Value $268,297 $259,977 $272,728 Assessed Value $264,396 $259,977 $272,728 Benefits Information: Current Previous Previous 2 Benefit Type 2013 2012 2011 Save Our Homes Assessment Reduction $3,901 $0 $0 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: not all benefits are applicable to all Taxable Values (le County, School Board, City, Regional). Disclaimer: MIAMI -DADE COUNTY OFFICE OF THE PROPERTY APPRAISER PROPERTY SEARCH SUMMARY REPORT Carlos Lopez - Camara Properly Appraiser Aerial Photography 2012 Taxable Value Information: Current Previous Previous 2 Year 2013 2012 2011 Exemption/ Taxable Exemption/ Taxable Exemption/ Taxable County $50,000/$214,396 $ 50,0001$209,977 $50,000 1$222,728 School Board $25,000 /$239,396 $25,000/$234,977 $25,000/$247,728 City $50,000/$214,396 $50,000/$209,977 $50,000/$222,728 Regional $50,000/$214,396 $50,000/$209,977 $50,000!$222,728 Sale Information: Data Amount I OR Book -Page Qualification Code 9/2003 1 $336,000 21688 -1988 Sales which are qualified The Office of the Property Appraiser and Miami -Dade County are continually editing and updating the tax roll and GIS data to reflect the latest property information and GIS positional accuracy. No warranties, expressed or implied, are provided for data and the positional or thematic accuracy of the data herein, its use, or its interpretation. Although this website is periodically updated, this information may not reflect the data currently on file at Miami -Dade County's systems of record. The Property Appraiser and Miami -Dade County assumes no liability either for any errors, omissions, or inaccuracies in the information provided regardless of the cause of such or for any decision made, action taken, or action not taken by the user in reliance upon any information provided herein. See Miami -Dade County full disclaimer and User Agreement at http: / /www.miamidade.gov /mfa/disclaimerasp. Property information inquiries, comments, and suggestions email: pawebmail@miamidade.gov GIS inquiries, comments, and suggestions email: gis@miamidade.gov Generated on: Tue Sep 17 2013 9/17/2013 12:35 PM HIGH- VELOCITY HURRICANE ZONES f + i SEP SECTION R4402.14 HURRICANE ZONES -- UNIFORM PERMIT Florida Building Code Edition 2010 eWty Hurricane Zone Ur fform P9m* Applicdon INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: SEP 18 Roof System _ Required Sections of the Permit Application Form Attachments Required See List Below how 51ope:Appiicaii ©n A,B,C 1,2,3,4,5,6,7 P A,B,C 4,5,6,7 Specific System Description - Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 1.2.3.4.5,6,7 Metal Roofs A,B,D 1,2,3,4,6,6,7 Wood Shingles and Shakes A,B,D 1,2,4,51617 > Other As Applicable 1,2,3,4,6,617 6 ATTACI4MFNTC Drrmiiocn• 144-Tel 1. Fire Directory Listing Page T W F 2. From Product Approval:i�� Front Page v Specific System Description - Specific System Limitations General Limitations Ic a Applicable Detail Drawings 3. Design Calculations per Section R4403, or If Applicable, RAS 127 or O (7 x z a O RAS 128 4. Other Component Product Approvals S. Municipal Permit Application S. Owners Notification for Roofing Considerations Reroofi OnI 7. 1 Any Required Roof TestinglCalculation Documentation Q T W F w ` v � Ic a z :z c. O (7 x z a O C) a U Q 8 w < N __j m M «' J r ".20 2010 FLORIDA BUILDING CODE — RESIDENTIAL R ROOF ASSEMBLIES AND ROOFTOP STRUCTURES, Florida Building Code Edition 200 High - Velocity Hurricane Zone Uniform Permit Application Form. Master Permit No. Contractor's Name Job Address Z $ •�� Afi!5— rocess No. ROOF 04mGOIi1C Low Slope ❑ Mechanically Fastened Tile IortaMAdheslve Set Tile ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes Shingles y rrescriptive BUR -RAS 180 ROOF TYPE ❑ New Roof ❑ Reroofing covering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) -700 3/06 Sia-cfinn M' (D'nnf Plan) Sketch Roof Plan: illustrate all levels and sections, roof drains, scuppers, overflow scuppers Include' dimensions of sections and levels, clearly Identify dimensions of elevated presre zones and location of parapets. FLORIbA•SUILDING CODE -- BUILDING %2 i HiGH- VELOCITY HURRICANE ZONES ' k Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form bection E; (Low Slope Application) Fill In Specific Roof Assembly Components Fastener Spacing for Anchor /Base Sheet and Identify Manufacturer Attachment (If a component is not used, identify as "NA' Field: J. oc @ Lap, # Rows Z @ � " oc System Manufacturer ,_• � � Perimeter. 1? ° oc @ Lap, # Rows,_ @ •_" oc NOA No.:_' d �� / q u % . Comer. ° oc @Lap, #Rows _c/ @ .:P' ° oc Design WinPressures, From RAS 128 or Calculations: 7 j Number of Fasteners Per Insulation P1: P2: P3: Board Max Design Pressure,�� thS�eeiiic NOA System: Deck: Type: &)Ocr ek Gaugw7htckness:37_; A avd,,t Slope: Anchor/Base *Sheet & No. of Ply(s): iL Anchor/Bass Sheet Fastener/Bonding Material: Insulation .Base Layer. �/ Base Insulation Size and•Tliickness:— J4— Base Irisulaiion Fastener/Bonding Material: Field `" Perimeter Comer __.. Illustrate Components Noted and Details as Applicable:' Woodblocking,. Gutter, • Edge Termination, Stripping, Flashing, Continuous Cleat Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. • Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. Top Insulation Layer._ In /,+ Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Materlal J4— 9v l9 Base Sheet(s) & No: of Ply(s): IY rhesbFas� ner n MatOria as ii //fir NN Ply Sheet(s) & No, of Ply(s 4 - A, 0 Ply Sheet FastenerBp ndi7 Material: i�.G PA A• Top Ply.1,Ai W19-XJ Ur A 04}" Top Ply Fastener/ Bondinp,Mair+ dal �¢ Surfacing:__ (f 9r _o, ' FT. 10 1q0 V4 a s.. -A.^ (/ NO° a 2 a05 !" YW�C a i ym� o i 'v Parapet . } Heioht i i Mean Roof Height 4 4y 4 cxz) " ° v • a � ■ a 4 a I ° : v � a • ■ k v , v , : v , ■ s s ■ a 44'22 2010 FLORIDA BUILDING CODE — RESIDENTIAL r BUILDING CODE COMPLLANCE OFFICE (BCCO) -PRODUCT CONTROL DIVISION OFACCEPTANCE .GAF 3bterial Corporation. 1361 Alps Road Wayna,NJ 07470 MIAl- IDA.tDE COUNTY, FLORIDA METRO -DADE FLAGL•ER BUILDING 140 WEST FLAG LER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 scorn: This NOA is being issued under the applicable rules and regulations governing the use of consiruotion • materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in kami 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 thv 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 AIU may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves -the right to revoke1his accepta nca, if it is determined by Miami Dada 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 and the High Velocity Hurricane Zone of the Florida Building Code. DESCR Pn0N: oaven on nilt -Ir hoof S em far_Woo LABR IG: 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,. RENZWAJG oftla NOA shall be considered after a renewal application has been filed and there has been no change in the applicable buildings ode negatively affecting the performance of this produce. .TZRYMITATION of this NOA will occur after the Wft- dtion.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. AP 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. IN5T ECTION: A copy of this entixe NOA shall be provided to the user by the manufacturer or its distributors and shalt be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No.03- 0501.05 and consists of pages 1 thro gh 19r The submitted documentation was reviewed by Jorge L. Acebo. ,NOA No.: .07- 1219.09 Expiration Date; 11/04/13 tank.nao� cI Approval Date: 03/20/08 Page X of 19 { r ' Deck Type 1:. yp �idnri= insulat�d� . Deck Description: ! "or eaten I bo or oo a ec System Type Base sheet mechanically fastened. All General and System IGiMItations shall apply. Fire Barrier:. �, FireOutTM Fire B ' ' Ceadn Vema.Shield NonAs haltic Fiber p glass -Based (optional) Underlayment or SecurockTM. Base sheet. GAMM ASSS #90 ULTDAATM Base Sheet, STRA.TAVENT® Eliminatorrm Nailable, RUBEROID® Modified. Base Sheet, RUBEROID® 20, RUBEROIDO Heat Weld' Smooth or RUBEROID® Heat teldTM 25 base sheet mechanically fastened to deck as described below; &'astening Options:. GAFGLASO Ply 4, GAFGLAS® Flex PIyw 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 91, o.c at the lap staggered and in two rows I2" o.c. in the field. {.(�'xt*NMlDe$igraI'�-eSTUre —45 psf, See G=erulLbWtatlon #7j GAFGLASO Ply 4, GAFGLAS's Flex PIyTM 6, GAFGLAS`e' #75 Base Sheet or .airy of above Base sheets attached to deck with Drill -Teo= #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TeoTM AccuTrac Plates 12" 0.0. fir 3 rows. One row is in the 2" side lap. The other rows are Equally spaced approximately 12" o.c. in the geld of the sheet. (Maxb"wn Design Pressure -- 45psf, ,See GefteraZ:Lir Uation #7) WGLASO Flex PIyTM 6, GAFGLAS 75 Base Sheet or any of above Base sheets attached to deck with a ro e-d annular rbw shank nails and tin caps at a Wastener SP acuig of 9 "`o.c: at the " a - .c. - eld, mirnt Deli Pxesslirre =35 See General t;tmat io GAFGLAS's #80ULTIWATM, RUBERO]D"20, RUBEROIDOMop Smooth, base sheet attached to deck with approved 114" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c-.at the 4" lap and in two rows staggered with a fastener spacing of 9" o.o. in the center of the membrane. (Mxdmmn Design Pressure —60 psf, See General .d'.2' uteon #7) GAFOLASO #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTm #12 standard, #14 or # 15 Screws and 3" Drill -Ted7v steel plate or Dril%TecTM AcouTrac Plates, l2" 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=IMM Design Pressure —60 psf, See General imaation #� Any of above Base sheets attached to deck approved annular ring shank nails and =3" inverted Drill -TeoTM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maxh"Oft A169n Pressure —M psf, See General;Lhnttaden #V N ©A No.: 07- 1219.09 MIAMFb DE COUN'Tl Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 17 of 19 { r •n ' 9 .GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTm #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TeoTm AoouTrac Plates, 8" ox. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. an the field of the sheet: (Ma;dmAm Design - Pressure --75 ps f; See General Unkadon V). One or more plies GAFGLAS PL #84 ULT CA., RUBERoV MOP Smooth or RUBER ID 20 adhered in a full mopping of approved asphalt applied within the E'VT range and at a rate of 20- 401bsJsq. (Optional) ne ply of GAFGi.A in ra] ,r�fa Can 41,PPt n Ylvjmum Dedp Pressure: (Optional, required if RUBEROID® MOP Smooth or RtIBEROP)o 20 is top membrane) Install one of the following. 1. Gravel or slag applied at 400 lbsJsq. and 300 rbsJsq.. respectively, in a flood coat of approved asphalt at 60 IbsJsq.'or applied in a flood coat of Leah BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 galJsq. 2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLAS® Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 IbsJsq. 3. Leak BusterTM Matrix= 303 Premium 1b ered Aluminum Roof Coatin&at 1.5 galJsq. 4. Leafs ,BusterTM MatdxTu 715 Leak BusterTM MatrikTm 322, TOPCOAT® MB +, TOPCOAT* Fireshleld Elastomeric Roofing Meni Wne, applied at 1 to 1.5 gal./sq. 5. Leak BusterTM MabrixTM 602 MB Xtra: EIastomeric•Roofing. Membrane, EnergyCoteS roof coating applied at 1 to 1.5 galJsq. 6. TOPCOAT® Surface Seal, TOPCOAT® Fireshield� SB Solvent based Elastomeric Roofing Membrane applied.at Ito- 1.5 galJsq 7. Advance • Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with ' manufacturer's specifications and applicable Building Codes. See Fastening Above WooD DECD sSYSnM L1(i TA.TI:ONS: 1 A slip sheet is required with Ply 4 and Flex P1yTM 6 when used as a mechanically fastened base or anchor t sheet, ' 2. Minimum Ve Dens DeckTM or %" Type X gypsum board is acceptable to be installed directly over the wood deck. QM lI'.>rwrAT.ToNse 1. • Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings otthis product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. AN standard panel sizes are acceptable for mechanical attachment, When applied in approved asphalt, panel size shall be 4' x 4' malimum, 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 the center •of the sheet allowing a continuous area Of ventiIatiQn. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbsJsq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psi~ 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 U., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as 8eid- tested, are below 275 lb£ insulation attachment shalt 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 spaoing, prepared, signed and sealed by a Florida Registered. Engineer, Architect, or R48tered 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 are 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. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (.Then this limitation its s&cificsAy referred within this NOA, Genes- 4-Undtation #9 WM not be applicable.) S. All attachment and sizing Of Perimeter Hailers, metal profile, and/or flashing termination designs shall goriform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure lamhation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhpoed pressure zones (i.e. perimeters, extended corners and corners). (When this lint nation U specii3caRy referred within this NOA, General Limitation #7 will not be applicable.) ' 10.. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF T LS ACCEPT. 'CE NOA No.: 07- 1219.09 . t+�tartrDati7t:cov n Expiration bate: "11104113 • Approval Date: 03/20/08 Page 19 of 19 2007 'ROOFING 'MATERIALS AND SYSTEMS DIRECTORY a 182 ROOF COVERING MATERIALS (TEV7) . Roofing Systems (TGFIJ)— Continued Base Coati "A -38 5edesf', 0.76 gal /sq.. Second Base Coat: "A -38 Series, 0.75 gal /sq. Wear Coat: "A -38 Series ", 0.75: gal /sq.plus walnut shells at A.75 lbs per Surfadng: "A -38 Series °, 0.75, gal /sq P lus walnut shells at 0.751bs per d 46 Deck: NC Incline 3/4 Foam: Spray application of 2 -in. thick "Polyfoaim 273" (2.71b %ft3 ) Surfacing: Spray application of 28 to 34,mils "[1 -8730" (aluminum) 47 Deck: NC I.iicline:,1 /2 r Insulation: Spray application of. 2 -in. thick "Polyfoam 273" (2.7 kb /ft 3 Surfacing: Spray application of 28 to.34 -mils'"782" (ivory) GAF MATERIALS CORD R1306 1361 ALPS RD, WAYNE NJ, 074". "Ruberoid 20" or 'Ruberoid Modified :Base Sheek" may be utilized as an alternate to Gi base sheets in any of -the following ©assifications. 1/2 in tlI (min) gypsum 'board or 1/4 in. thick (min) G-P Gypsum DensDeck® may be used in any existing'noncombushble deck Classification. When this is done, the resultin roofing system is acceptable for use over combustible (15/32 in min) roof decks. The Joints in the gypsum board and overlaymend board are offset 6 in with'the joints in the deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. (i Also, multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to G-P G um DensDeck® in hot asphalt. ' uard Ultra". is an acceptable alternate to "EnergyGuard" in any ap�Classification 'GAF Stratavent Eliminator Venting Base Sheet (Mailable)" may be mechani- callyattached orhot mopped over noncombustible decks and as a recover over � existingg roof ssyysstems. GAPGLAS Perlite Insulation may be utilized as a cover board over "EVER - GUARD" insulation in. any of the following systems. - i Unless otherwise indicated, the roof insulation is mechanically • fastened, adhered with hot mopping halt or urethane insulation adhesive. Polysty • rene reference in any of the following Classficatons include "ENERGuard EPS ^' Insulation". Refenmces to glass fiber insulation include "EnergyGuard Fiberglass Insu- lation ". ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT' 'Tayppee G2 asphalt glass mat base sheet ( "C�APGLAS •#75 Base Sheet" or "GATGLAS #80 Ul.XIMA ") is a suitable alternate forType Gl halt glass { fiber ply sheet ("GAFGT AS Ply 4 "-or "GAPGLAS Ply'6 ") in the A, B or � {!; C roof systems'uidicateck belciw.• . ` :' �,; The roof deck may first'be covered with a Type G2 asphalt glass met base sheet "GAF Stratavent Eliminator Venting Base Sheet (Perforated)" or "GAF Stratavent Iliminator Venting 'Base Sheet (1ailable)" Perforated to be ��', mopped and nailable to be mechanically attached granule side down.: As an, tion.Type G2 asphalt glass mat base sheet ...... I,AS #75 Base ' Sheet" "GAFGLAS #80 ULTIMA" or "GAF Stratavent Eliminator Venting Base Sheet (Mailable)" may be substituted for .G1 asphalt glass fiber ply sheet p ( "GAFGLAS 1'ly 4" or'' GAFGLAS Ply 6 ") as the nailed base ply m the following systems. Bottom ply or base sheet may lie solid'mopped, spilt mopped or ritechani- ally fastened. Unless otherwise indicated, all insulations may be hot mopped or mechani- ',j call yy fastened. "GAFGLAS Flashing" or 'Ruberoid" may be used'for flashing in any of the Class A, B or C systems listed below. v?' When " perlite" is referenced, this includes "GAFI'EMP PERMALITEO" or anyp other UL Classified perlite insulation.. 1, Crushed stone or slag are suitable ltemates for gravel in any.pf the Class A, 1) or C listed. jStruchlral cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C -15/32 or NC. The use of gypsum board under` an}� of the following Class A, B or C systems does not adversely effect the rating The use of 1/2 in. min gypsum board is an acceptable alternate for insulatioh.over C -15/32 decks. The use of Polystyrene insulation: board Between min 3/4 in perlite board and deck with rosin paper (perlite /rosin paper /ppoolystyrene / perlite} is a suitable alternate for bocyanurate board in the foll owini f g Class A, B or C '' isystems i 'BMCA Enei uard RA ",'BMCA Tapered EnergyGuard RA" and 'BMCA yGuard " may be substituted for any Atlas polyisocyinurate insula- tion in any of the following Classifications: a ` Trumbull "Derma Mop" may be utilized with any of the following "Asphalt Felt S with Hot Roofin Asphalt". j GLAS #80 Premium `Base Sheet may be used in any of the following stems. "GAFGLAS Flex Ply 6" is a suitable alternate to "GAFGLAS Ply 6 ". ROOF COVERING MATERIALS (TENT) Roofing Systems (TGFU)— Continued "GAFPEMP Permalite Recover Bdard" may be used•in lieu of any perlite insulation in.any of the. following NC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Fireshield MB" at 2.5 — 3.0 gal /sq. Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid Heat Weld" SBS; roofing membrane.may be used in lieu of "Ruberoid Mop" SBS products in any applicable Classification. Class A Deck C -15/32 Incline: 3 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 "1 hot mopped. Surfacing: Gravel. Deck: C -15/32 Incline: 2 Insulation (Optional):' One or more layers perlite, .,flood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber/isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type G1 "GAFGLAS Ply .4" or "GAFGLAS Ply 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "EnergyCap Mineral Surfaced Cap Sheet"•. Deck: NC I Incline: 2 Insulation (Optional): One or more layers , perlite, wood fiber, glass fiber, Isocyanurate, urethane, perlite/isocyanurate .composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, 2 in. max. Ely Sheet: Two or more layers Type Gl "GAFGLAS Ply 4" or "GAF - GLAS Ply 6 Cap. Sheet One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "EnergyCap Mineral Surfaced Cap Sheet". Deck NC Incline: 1/2 Insulation: One or two layers "Isotherm R ", 4 in. max, hot mopped. Ply sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber Base-Sheet: One layer Type G2 "GAFGLAS #75 Base Sheet ". Ply Sheet: One or more layers Type G1 "GAFGLAS Ply 4" or "GAF - GLAS Ply 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or 'BnergyCap Mineral Surfaced Cap Sheer: Deck: C -15/32 Incline: 2 Insulation: One or more layers perlite, glass fiber, fsocyanurate, ure- thane, perlite/isocyanurate composite, perlite /urethane composite, phe- nolic, 1.0 in. min (offset from plywood joints 6 in.). Base Sheet: One or more layers Type Gl, G2 or G3. Membrane: One or more layers'Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (Smooth or Granule, or "Ruberoid Mop Plus " .(granule). Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" of "EnergyCap Mineral Surfaced Cap Sheet", hot mopped. Deck: C -15/32 Incline. 2 Insulation (Optional): One or more layers perlite, wood fiber, gIM fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, anj thickness. Base Sheet: Two or more layers Type G2 or G3. Ply Sheet (Optional): One or more layers Type G1. Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule) "Ruberoid Torch Plus" (grsnule),'Ruberoid Mop" (Smooth or Granule or "Ruberoid Mop Plus" (granule): • LOOK FOR THE UL,MARK ON PRODUCT ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SEP -1...12013 1? 10" - - Florida Building Code Edition 20 High - Velocity Hurricane Zone Unfform Permit Appilcation Form. ��,/ ❑ Low Slope ❑ Mechanically Fastened Tile r /Adhes e AW ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingl Shingles -� r�crlptive BUR -RAS 180 `y , k ROOF Ide o 13 Reroofing et Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) SeCflon R (Roof Plan) - Mull l . 11 7 1, _ . ='. _ ' ° x ■i ■■■■■■■■■■■■■■■ m■ ■ ■■ ■ate i�. -- ¢ ■I Y/z FLORIDA BUILDING CODE— BUILDING HIGH-VELOCITY HURRI(;ANE ZONES f SECTION 84402.14 HIGH-VELOCITY HURRICANE ZONES — UNIFORM PERMIT APPLICA iorida Building Code EdMon,2010 iunicane Zone Untfoffn Permft ApplIcafton Form INSTRUCTION PAGE* COMPLETE , THE NECESSARY SECTIONS OF THE UNIFORM ROOFING . PERMIT. 'APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENT'S AS NOTED BELOW: 44,20 ATTACHMENTS REQUIRED: 1. F ir e D i r e c t o r y L i s ting. Page .2. From Product Approval: Front Page Specific sy stem Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Section 8440 3 , or If A PplIcable, RAS 127 or RAS 128 4. Other Component Product Aproval- 6 Mu ni cl a l Permit r m it Anif ation 6. Owners N tifiI catlon for Roofi g Considerations Reroo ff i On K7. An Re qujr ed Roof Testing/Calculation Dorunanfnfinn 2010 FLORIDA BUILDING CODE — RESIDENTIAL HIGH-VELOCITY HURRICANE ZONES ' . T T Florida Building Code Edition 2010 Section C (Lori Slope Application) Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as aNAj System Manufacturer. NOA No.:_* O 4L u � Desigyyn��Wind.Pressures, From RAS 128 or Calculations: Pi: 11 P2• ��` PS: 41Jf.'a n; x Fastener Spacing for Anchor/Base Sheet Attachment Field: j oc @ Lap, # Rows Z @ a oc Perimeter: trfaP ° oc @ Lap, # Rows,- @ �_a oc Comer. J a oc @ Lap, # Rows ,c% @ =L- oc Number of Fasteners Per insulation Hoard Max. Design Piessure,�� the Specific NOA. System: Field Perimeter !Comer Deck: T Ir ol:r k Type: Gaugsffhickness:_/.F— j god,m� Slope: AnchodBase'Sheet & No. of Ply(s). 2 Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer. •- Base Insulation Size and•Tlilckness: r J4, Base Irisulatlon Fastener/Bonding Material: Top Insulation Layer. Top Insulation Size and Thickness. IL , Top Insulation Fastener/Bonding Material- Base Sheet(s) & No: of Piy(s):'� SheebF�astener nMat� Piy Sheet(s) & No. of Piy(s -� IA-4 iL& 'Nho. of Piy(s -� s�L Ply Sheett F'�astenerB ndin�Material: Top Ply:,l A�15A j d 4 i- Top Ply Fastener/ Bonding Na en81- Surfacing: Illustrate Components Noted and Details as Applicable:' o Woadblocking,. Gutter, . Edge Termination, o Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, o Coping, Etc. • o Indicate: Mean Roof Height, Parapet Height, o Height of Base Flashing, Component Material, o Material Thickness, Fastener Type, Fastener o Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. Of 2� FT. a %h 0 s piev a v I Parapet . .Height . r!'" %A u r pV -7�y j�✓ Mean Roof Height 44'22 2010 FLORIDA BUILDING CODE — RESIDENTIAL a a a a ■ a s s v • a s a a i e a � n a ; ■ a ■ , a I v a v ; s t a . a t a , v a n 0 0 a a a a • a a v a #1 .. .T _ c:lar BUILDING CODE COM PDiANCE OFFICE (BCCO) -PRODUCT CONTROL DIVISION ITC OF ACCEPTANCE (� GAF31faterial Corporation. 1361 Alps Roam Wayne, NJ 07470 MI41%9 --DADE COUNTY, FLORIDA METRO -BADE FL crap, BUILDING 140 WEST RLAGLFa STMT, SUITE 1603 MIAMI, FLORIDA. 33130 -1563 (305) 375 -2901 . FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in kami Dade County and other areas where allowed by the Authority Having Jurisdiction (ATE. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product .Control Division (In Miami Dade County) andlor 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 w pense of such testing and the AID may immediately revoke, modify, or suspend the use of such product or material within #•heir jurisdiction. BORA reserves -the right to revoke'this acceptance, if it is dete=ined by Miami -Darla County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as desddbed herein; and has been designed to comply with the Florida Building Code and the High Velocity Hurrioane Zone of the Florida. Building Code. �ESIO1oT: onventton nil 1�7 1Zaof S'stenn for �Yood �� LADETG: Each unit shaft bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unIess otherwise noted herein. RMnVA.L of this NOA shall be considered after arenewal application has been filed and there has been no, change in the applicable building code negatively affecting the performance of this product. .TFJUVMITATION of this NOA will occur after the expiraddidate or if there has been it 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 sh4l automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. Ap RTISE.NNNT: The NOA number preceded by the words Nnami- -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 and revises NOA No. 03- 0501.05 and consists of pagep 1 thro gh 19, The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: •07- 1219.09 =9UNTY Expiration Dated 11/04/13 M Approval Date: 03/20/08 Page 1 of 19 i Deck Type 1:.; 3orr Deck Descrlpdon: 1' or eater 1 " 00 or woo p 1 ec System Type.E: Base sheet mec-hanioally fastened.. AR General acrd System Limitations shall apply. Fire Barrier: (optional) Fireouvv Fire Barrier Coating, Versa.Shieldo2qon Asphaltic Fiberglass Based Underlayment or SecurookTM. Base sheet: GAFGLAS® #90 ULTIMATM Base Sheet, STR.A.TAVENT® EliminatorTM Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROIDO Heat WeldTM Smooth or RUBEP,01D® Heat: *eldTM 25 base sheet mecb=icaUy fastened to deck as descxt'bed below; Faste*9 Optioits! GAFGLAS® Ply 4, GAFGLA•S® Flax P1y7w 6, GAFGLAS'O #75 Base Sheet or any of above Base sheets attached tD 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. (Mxc'w. am.D&*X P?esmre —4S psi; See Generaal LBmiiadon #7) GAFGLASO Ply 4, GA FGLAS®,Flex PlyTM 6, CIA11G1A§1' #75 Base Sheet or Any of above Base sheets attached to deck with Drill -TeoTM . #12 standard #14 or # 15 Screws and 3" Drill -TeeTM steel plate or Drill -TeoTM AeouTrao Plates, 12" o.o. in 3 rows. One row is in the 2" side lap.. The other rows are equally spaced approximately 12" o.o. in the field of the sheet. (H=&MMDerign Pressure - 45•psf, See GenervUinUaWon # ... WGLA.S* Flex PlyTM 6, GAFGLAS 75 Base Sheet or any of above Base sheets attached to deck with g proved annular, rips• shank nails and tin caps at a GAFGLA,90 #80Ui.T2MATM, RUBEROM020, R.UBEROID®Mop Smooth, base sheet attached to deck with approved 1 V annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c..at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c, in the center of the membrane, (lataximacrrt Design Pressure —60 psf, See General Limitativn #) GAFOLAS'9 #75 Base Sheet or any of above Base sheets attached to deck with Dri1I -ted' #12 standard, #14 or # IS Sores and 3" Drill -TecTM steel plate or Drill TecTM AccuTrao Plates, 12" o.c, in 4 rows. One row is in the 2" side lap. The other r6ws 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 -TeoTm insulation plates at a fastener spacing of 9" 0.0. at the 4" tap staggered in two mws 9" in the field. (MaximWn Design Pressure -60 psf, See General Limitation #7j NOA No.: 071219.09 Expiration Date: '11/04113 Approval Date: 03/20/08 - Page 17 of 19 a ' GAFGLASO #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTu #12 standard, #14 or # 15 Screws and 3" Drill -TecTm steel plate or Drill -TooTM AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side tap. The other rows are equally spaced approximately 9" o.c. -ins the field of the sheet: (Maximmn Desien Pressure --7S ps, j; See General11mitadon #7} DAee One or more plies %frqjVkVo�LA8 #so ULTIMA, RUBERODo MOP Smooth or RUBER ID 20 ull moppin g of approved asphalt applied withia the EVT range and at a rate of 20-40 lbsJsq. a She (Optional) ne`�sly of AFCrI.AS Mitfral ftfaced Cap Sheet or GAFGLAS' EnergyCapTM Mineral Smd'aced Cap Sheet adhered in a full mopping o approved as halt a " -. - ` " d at a rate of " - _ . Surfacing. (Optional, required if RUBEROWO MOP Smooth or RUBEROMO 20 is top membrane) Install one of the following, 1. Gravel or slag applied at 400 lbsJsq. and 300 IbsJsq, respectively in a flood coat of approved asphalt at 60 lbsJsq.* or applied in a stood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gaUsq. 2. GAFGLASO Miners( Surfaced Cap Sheer, GAFGLASO Energy Cap Mineral Surfaced •Capsheet adhered in a foil mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. 3. Leak BusterTM Matrkm 303 Premium 1 tiered Aiumintam Roof Coating,.at 1.5 soUsq. 4. Leak BusterTm MatrixTM 715 Leak BusterTM MatrixTM 322, TOPCOA.TO MB +, TOPCOAT® Fireshield Elastomeric Roofing Uwl brine, applied at 1 to 1.5 gaUsq. $ S. Leak BusterTM MatrixTM 602 MB Xtia: Elasiomeric•Rooiing. . Membran e, En ergyCo teO roof o6at ng applied at 1 to 1.5 galJsq. 6. TOPCOAT* Sui*ce Seal, TOPCOAT* Fireshiele SB Solvent based Elasiomeric Roofing Membrane applied.at Ito -1.5 gaUsq 7. Advance Green Technologies Photovoltaic Laminate solar energy eollector auxiliary roof equipment installed in compliance with ' manufacturer's specifications and applicable Building Codes. h1eximurn Design Pressure: See Fastening Above NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Mtatw:•raecov rr Approval Date: 03120108 Page 18 of 19 WooD D =K SYS= LEWTATrow ' 1 A slip sheet is required with PIy 4 and Flex PIyTM 6 when used as a mechanically fastened base or anchor sheet 2. Minimum Ve Dens Deck7m or %" Type X gypsum board is acceptable to be installed directly over the wood deck. G :zAL TATioNS :. 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product 2. ,insulation may be installed in multiple layers. The first layer shall be, attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq., or mechanically 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 maximum. 4. An overlay and/or recovery board insulation panel is required .on all applications over closed cell foam. insulations when the base sheet is fully mopped If no recovery board is used the base sheet shall be applied using spot moppnn with approved asphalt, 12" diameter circles, 24" 0.0.; or strip mopped 8" ribbons in three 'rows, one at each sidelap and one down the center -of the sheet allowing if continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbsJsq. Nate: Spat attached systems shall be limited to a maximum design pressure of -45 ps£ 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 If, as tested in compliance with Testing Application Standard TAS 105, If the fastener value, as field- tested, are below 275 Ib£ 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 co4junetion with the maximum design value listed within a specific System. Should the fastener resistance be less than chat 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 Ios and calculations in compliance with Roofing Application Standard RAS 1.17. 7. 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. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within. tl3dg NOA, General bultation #9 wilt not be applicable.) g, All attachment and sizing ofperimeter milers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements, 9. Tl a maximum designed pressure Hiniiation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enh fmced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10.. All products listed herein shall have qualify assurance audit in aceordanoe with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE IF NOA No.: 071219.09 Expiration Date: '11/04/13 Approval Date: 03/20/08 Page 19 of 19 2007 ROOFING MATERIALS AND SYSTEMS DIRECTORY :,192 ROOF COVERING MATERIALS (i'E%M Roofing Systems (TGFLJ - Continued Base Coat: OA-38 Series; 0.75 gal /sq. Second Base Coat "A -38 Seriee, 0.75 gW/sq. •- Wear Coat: 'A-38 Series ; 0.75 gal /sq plus walnut shells at 0.751bs per sq. Surfacing: "A -38 Series-, 0.75 gal /sq plus walnut shells at 0.75 fibs per sq. 46 Deck: NC Incline: 3/4 Foam: • Spray application of 2-in. thick Tolyfoam 273" (U lb/&3 ) Surfacing 47 Decla NC Spray application of 28 to 34 -•mils °U -ST30" (aluminum) insulation: Incline: 1/2 Spray, application of 2 -in, thick ?Olyfoam 27.3" (2.71b /Ek3 Surfacing: Spray application of 28 to 34•mils "[348782" ivo GAF MATEIUW CORP. 81306 1361 ALPS RD, WAM Nj 07470 "Auberoid 2f)" or 'RUbercid Modified Base $meet" aiayy be �utilized as an alternate to Type G2 base sheets in any of the followin't[3assffications. 1/2 3n. a�(min) gypsum board or 1/4 irn Etiick (min' GP Gypsum DeneDectc®may be used in arty enlisting � deck When this is done, the roofihngg s�ystem is acceptable for use over combustible 15/32 in mirn� decks. The *amts In the gyp board and overlap'mertt are offset 6 to with the 'omts in the dash i p lyst7n.•ena is part of the roof system, it must_ be placed �elow the overlayment board. Also; multiple plies of "GAPGU Ply 4" or "Ply 6" may be adhered to GP G DensDid6 in hot asphalt: "m efrgyGuard Ultra" is an. acceptable alternate to `7hMWGuaie hi any ap '1icable Classificatonn GAF Stratavent Mbli iator Venting Base Sheet (Nailable)" may be mechan ca.Uy attached orhot mopped over noncombustible decks and as a recover over existm roof systems.:, erl£te Insulation may be utilized as a cover board over' ' V GUARD" insulation in any of the hollowing systems. 4. Unless otherwise in dicated, the roof inanlitim is nnechanicaliyfasfened, adhered with hot mop asphalt or urethane hijulation adhesive. Paly�ty- rene reference in any o the following Classficatons include !9 GuZI EPS Insula4io�n ". laflon"uences to glass fiber insulatioun include "Enerucuard Fiberglass hwu- aTyppee ASPaHAALTFPSiT SYSTE[a WITH HOT ROOPWG ASPId'A.LT 4. "GAFGLA$ #80 W�'atat base sheet ( "GAPGLAS OF Base Sheet" or Is a suitable alternate for a G1 asphalt glass fiber ply sheet ( "%PGLA.,c Ply 4" or "GAFGLA.S PIy' 6"�) in gie Class A,-$ or C roof systems•indicated below. The roof deck may first be covered, with a 1.�pe G2 asphalt gg� •mgt base sheet "GAF Staitavent Eliminator Venting Some Sheet (Perforated)' or GAF Stretanent Eliminator Venting Base. Sheet (Nailabler., . Peiforated to be mopped and naitable'to baespmechanicolly attached graxwle side down., As art. �ULZTNlAt l mat base sheet ( "GAFGLAS #75 Base met" 4'80 " or "GAP Stratavent Eliminator Venting Ban Sheet (Nailable) may be substituted for GI asphalt g fiber, sheet sheet "GAXG, Ply 4" oe "GAPGTAS M- ' the named' ROOF COVERING MATERIALS (TEV'h Roofing Systems.(TGM- Continued „GAFTEMP h' ov Board "'' be s lieu of any perlite Insulation in any of NC iz Unless otherwise ' of the d with Hot Roofing Asphalt" may Cl and gal /sq. mHot roneng halt, for use with organic and glass felts or modified bitumen "Ruberoid Heat Weld" SBS .roofing membrane may. be used in lieu of "Ruberoid Mop" SBS products in any Applicable Classification, Class A - 1. Deck C -15/32 - Incline: 3 insulation -(Optional): One or more layers perlite, wood fiber glass ::fiib% isocyanurate, urethane, perlite/isocganurate composite, perlite/ urethane Composite, wood fiber /isocyanurate composite, phenolic, any thick mess. Ply Sheet Three or more layers Type Gi "GAFGLAS Ply 4" or "GAPGLAS PIy 6'; hot mopped. Surfacing: Gravel Deck C -15/32 m�� 2 Insulation (Optional):: One or more layers perlite, wood fiber, glees fibe4 �cyar te, urethane, penile /isocyanura* composite, perlite/ urethane composite, wood fiber /isocyanuiate composite, phenolic, any thickness. Ply Sheet: Three oz. more layers Type Gl "GAFGLAS Ply •4" or "GAFGLAS Ply 6,, Cap Sheet: One layer. Type G3 -GAFGLAS A2meral Surfaced Cap. Deck NC "Rn�y�p Mineral Surfaced Cap Sheet'; Insulation (Optional): One or more layers 2 fiber, 3s y� Rte, -wood fiber, glass ocyamurate, urethane, perlite /isocyanurate .composite, perlite/ urethane composite, wood fiber /isocyamurate composite, phenolic, 2 in. ' Ply Sheet Wo or amore layers Type G1 "GAFGLAS Ply 4" or "GAF- GLAS hi 6". Cap Sheet: One layer Type G3 "GAFGLA,S Mmeral, Surfaced Cap Deck Sheet' or "En�p lvl neral Surfaced Cap Sheet". Incline: 2/2 insulation: One or two layers 'Isotherm R", 4 in, max, hot mopped. Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. Deda—C- 15/32 ^ • Incline:1 Slip Shed (Optional): Redxosinypaper nailed to deck. Bases Sheet One layer Type G2 "GAFGLAS #y5 Base Sheet" (maybe Ply Sheet: One ormoie layers Type G1 "GAFG4. L•AS Ply 4" or GAFGLAS Ply 6'. (( Cap Sheaf: One layer Type G3 "GAFGLAS Mineral Surfaced Cap following sgsa, y ) base p ixv the 6. Decic N P� Surfaced Cap Sheet". tfoedply Qr base sheet may be solid mopped ono m�e 3 spot' pped or`anechsni One yer Type 2 ' GLAS 475 ass Sheet'" _ y Ply Sheet One or more Ia ers Type GI "GAFGLAS Pl 4, or "GAfi otherwise imdfcated, all insulations may be Hot mopped or mechani GLAS Ply 6' „y Cap Sheet One layer Type G3 "G GLAS Min ce Ca C,,APGiAS Flashing, or `Ruberoid" maybe used.for flashing fn any of the Sheet' or 'Thergy Cap Mineral Surfaced Cap Sheet Class Ar B or C arystems listed below 7 - _ When " perlite' is referenced, this includes "GAPTEIVIP BERMALr=', or Insulation One or more layers Arline an other UL Classified perlite insulation y perlite, Sloes fiber, isocyanurate, ure- Crushed stone or slag are suitable alter ates for gravel m any# the Class A, thane, Pe'he/isocyaaurate composite, perlite /urethane composite, phe- B or C systems listed. nolic,1.0 in min (onset from plywood joints 6 in.). Structural cement &bar burl�ng 5znits are considered suitable to be included Base Sheet One or more layers Type G1, G2 or G3. as a deck in the following Class. A, B or C systems listed over C -15/32 or NC. Membranes: One or more layers "Ruberoid Torch" (Smooth or Granule), The use of gypsum board under any of the following Class A, B or C systems 'Ruberoid Torch Plus" "ule), 'Ruberoid Mop". Smooth or Granule) does not adversely effect the rating The use of 1/2 in. min gypsum board is an or 'Ruberoid Mop Plus`- -(granule . P acceptable alternate for insulation over 015/32 decks Cap Sheet Type G3 'GAFGLAS Mineral Surfaced Cap Sheet- or The use of polystyrene insulation board between mill 3/4 in erlite board "EnaWCap Mineral Surfaced Cap Sheet", hot mopped and deck with rosin paper (perite /rosin paper /ppooiy�styrerie /perlite) is a 8. Deck C -15/32 Incline 2 suitable alternate for isocyanurate board m the following Class A, B or C Insulation (Optional): One or more layers perlite, wood fiber, glass En card RA ", "BMCA Tapered EnergyGuard Wand "BMCA fiber, isocyanurate, urethane, perlite/isocyanurate composite'-perlite/ tiE�card' "may be substituted for any Atlas polyisocyanurate im ula- urethane composite, wood fiber /isocyanurate composite, phenolic, any any of the following Classifications. thickness. Trumbull "Perms Mop" may be utilized with any of the following „Asphalt Base Sheet Two or more layers Type G2 or G3. Felt Sys with Hot Roofing Asphalt`, Ply Sheet (Optional): One or more layers 7 pe Gl. GAFGLAS 080 .Premium Base. Sheet may be used in any of the following Membranes One or morre�l,,ayers `Rubemid Torch" (Smooth or Gxanulek GLAS Flax Ply 6" is a suitable alternate to "GAFGLAS ply 6 ". or `Itubero d MPlus� ^'uIe). 'lluberoid Mop" (Smooth or Granule) Mop '(granule). LOOK FOR THE UL•MARK ON PRODUCT ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 15.36 Florida Building Code Edition 2010 High - Velocity Hurricane zone Uniform Permit Application Form. Roof System Manufacturer: �-,- Notice of Acceptance Number: Minimum Design Wind. pressures, if Applicable (From RAS 127 or Calculations:. v ®®//gg /',0 rs 7 Deck Type: Type Underlayment: g. Roof Slope: 12 insulation: Fire Barrier: Ridge Ventilation? Fastener Type & Spacing: Adhesive Type. Type Cap Sheet: Af r7i, -2) U Mean Roof Height: ✓ ` Roof Covering:,��.�� Type & Size Drip Edge: 44 41-4 9010 FLORIDA BUILDING CODE — BUILDING . l 44.24 HIGH- VELOCITY HURRICANE ZONES Florida Building Cade Edition 2010 elocity Hurricane Zone Uniform PArmit Ar,„ i:�.— Section E (Tole Calculations) For Moment based the systems, choose either Method 1 or 2. Compared the values for Mr with the values from A. If the Mr values are greater than or equal to the Mr values, for each area of the roof, then the file attachment method is acceptable. Method 1 "Moment Rased Tile Calculations Per RAS 127" �. x 1 =/' AA!O – Ki L = Mri 4rV Product Approval M, `W 1�a1�. Product Approval M, Mi (Pa' oo . v s � } _ = M,?2. yL 2. .Product Approval 11Mr Method 2 "Simplified Tile Calculation Per Table•.Relow" Required Moment of Resistance (Mr) From Table Below Product Approval?& *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 Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the file attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (Pz : ` x l: _ = _ x w:- _) – W: x cos 6. = Frt' (1P2._x1:_ =__x w:= �)– W�_x Cos 0.-_= F2: f' (P3: xl:_ =_x w:=--)–W: Xcos = F F 2010 FLORIDA BUILDING CODE — RESIDENTIAL tl a 0 a tl Q a 0 e v a e 0 Q Q v a tl a a Q tl a a Q 0 0 Q 0 0 v a Q v a 0 Q tl Q a v tl a Q v a a Q 0 0 Q ' tl � a O O 0 n e tl a a a O tl 0 n tl n tl n s O O n Q O Q Q v v v v v n a n Q n a v s a 7 NEAMI[ -DADS COUNTY o PRODUCT CONTROL SECT16N BUILDING AND NEIGHBORHOOD COMPLL4,NCE DEPARTMENT (BNC) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMiMSTRATION DIVISION Miami, Florida 33175 -2474 T (786) 315 -2590 F (78Q 315 -2599 NOTI Off, .ACCEPTAN iv�v�v.m9amadade.eovtbuiidingl Entegra Roof "9l I ne- fl289 NE 9s' Ave. - Okeechobee,FL. 34972 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section 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 Section (In Miami Dade County) and/or the ANJ (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. BNC reserves the right -to revoke this acceptance, if it is determined by Miami Dade County Product Control Section 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: Estate 44811 TEE -/ 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. TFIUMNATION 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 sates, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause fbr 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. I[N,SPECTION: 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 renews NOA # I0- 0518.03 and consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigera. NOA No, 11-0510.02 if '�j Expiration bate: 08/23/16 ✓ rttaattoaus COUNV' Approval Date: 06/30/11 Page 1 of 6 s Roo NG ASmmy APPRovAL Category: Roofing Sub Category: Roofing Tiles I'bi<aterialt Concrete I. SCOFF, This approves a roofing system using Entegra Estate "S" Concrete Roof Tile, as manufactured by Entegra Roof Tile, Inc. in Okeechobee, FL, as described in Section 2 of this Notice of Acceptance, designed to comply with the Florida Building Code for High Velocity Hurricane Zone. For the locations where the pressure requirements, as determined by applicable Building Code, does not exceed the design pressure values obtain 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. lYf nufactured by Dec. 1991 Test Product A.pnlicaffit Dimensions 9necificatloass IfDescriptiorn Entegra Estate `S' 1= 16 -1/2" TAS 112 Low profile, interlocking, extruded concrete Roof Tile w = 13" roof tile equipped with two nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications Trim Pieces 1= varies TAS 112 Accessory trim, concrete roof pieces for use w = varies at hips, rakes, ridges and valley varying thickness terminations. Manufactured for each tile profile. 2A MANWACTURI NG ]LOCATION 2.1.1. Okeechobee, FL. 2.2 EVEDENCE SUBMITTED: Test A ffesacv Test Identffler Redland Technologies Professional Service Industries, Inc. The Center for Applied 7161 -03 7161 -03 7161 -03 P0402 P0631 -01 Letter Dated Aug. 1, 1994 224 -47099 94 -060B Test Nam /Revs Date PA 102 Dec. 1991 PA 102(A) Dec. 1991 PA 108 Dec. 1991 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails PA 108 July 1994 PA 108 Aug. 1994 PA 112 Sept. 1994 PA 101 March, 1994 NOA No. 11-0510.02 Expiration Date: 08/23/16 Approval Date: 06130111 Page 2 of 6 3. Lili43{TATioNS: 3.1 Fire•classification is not part of this acceptance. 3.2 For mortar ok adhesive set tile applications, a static field uplift test in accordance with TAS •106 may required, refer to applicable building code. 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 and Neighborhood Compliance Department — Product Control Section for review. 3.4 Minimum underlayment 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 oth$rwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. NOA No. 11-0510.02 Expiration Date: 08/23/16 Approval Date: 06130111 Page 3 of 6 t l Test Agengy Test Lderndfner Test N=e/Re2ort Date Engineering, Inc. 944084 PA 101 May 1994 25- 7094 -1 PA 102 Oct. 1994 25- 7094 -7 PA 102 Oct. 1994 25- 7094 -4 PA 102 Oct. 1994 Project No. 307025 PA 100 Oct. 1994 Test #MDG 76 25- 7183 -1 PA 102 Feb. 1995 25- 7183 -2 PA 102 Feb. 1995 25- 7214 -2 PA 102 March, 1995 25- 7214 -6 PA 102 March, 1995 Celotex Corporation 528454 -2 -1 PA 101 Sep. 1998 Testing Services 520109 -2 Dec, 1998 Walker Engineering, Inc. Calculations Aerodynamic Multiplier March 1999 IBA Consultants, Inc. 2381 -264 TAS 112 01/08/08 3. Lili43{TATioNS: 3.1 Fire•classification is not part of this acceptance. 3.2 For mortar ok adhesive set tile applications, a static field uplift test in accordance with TAS •106 may required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building and Neighborhood Compliance Department — Product Control Section for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30190 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated oth$rwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. NOA No. 11-0510.02 Expiration Date: 08/23/16 Approval Date: 06130111 Page 3 of 6 4" INSTALLATION 4.1 Entegra Estate "S" Concrete Roof Tile and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations. Table 1: Average Weight (" and Dimensions (l x w) Tile Profile Welght W (Ube Length-1 (ft) W dth wr (ft) Entegra Estate 'S' Roof Tile 10.0 1.375 1.08 Table 2: Aerodynamic Multiplibrs � ,% (ft ) Tile Profile I x (ft ) Batten Application ?� a Direct ® A lic tl® Entegra Estate 'S' Roof Tile 0.267 0.289 Table .3: Restoring. Moments due to Gravity - M9 (ft:lbf) •Tile Profile 3°':12" 4 "':12 °' 5 ":12 "• 691:12" Greater than 7'°•12" Entegra Estate 'S' Roof Tile Battens Direct Deck Battens Ifect Deck Oattens Direct Deck Battens Direct Deck Battens Direct Deck 5.91 6.74 5.82 6. 5.70 6.60 5.86 6.33 5.40 6.14 u Table 4: Attachment Resistance Expressed as a Moment - Mt (ft -lbf) for Nall-On 'Systems Tile Profile Fastener Type Direct De6k (ruin 15/32" plywood) Direct Deck (min. 19/321' plywood) Battens Entegra Estate's' Roof Tile 2 -10d Ring Shank Nails 27.8 37.4 284 1 -10d Smooth -or Screw Shank Nail2 8.8 11.8 4.1 2 -10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw' 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or Screw, Shank Nail Field CIi ' z 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail Eave CIi 2' 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails Field CIi 35.5 35,5 34.8 2 -10d Smooth or Screw Shank Nails Eave CIi 31.9 31.9 • 32.2 2 -10d Ring Shank Nails 43.0 67.5 50.9 I . Installation with a 4" the headlap and fasteners are located a min. of 2%" from head of tile. 2 When usina only one fastener use the hole that Is approximately 4 -3/4" away from lntedockft edge. N ®A No. 11- 0510.02 Expiration Date: 08/23/16 Approval Date: 06/30/11 Page 4 of 6 FAV Table 5: Attachment Resistance Expressed as a Moment Mf (ft -9bf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment resistance Entegra Estate''S' Roof Tile Adhesive 26.1 3 See manufactures component approvai for installation requirements. 4 Flexible Products Company TlIaBond Average weight per patty 11.4 grams. Polyfoam Product Inc. Average weight per patty 8 gramt. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft -lbf) for Single Patty Adhesive Set Systems The Profile Tile-Application Minimum Attachment Resistance Entegra Estate 'S' Roof Tile Polyfoam PolyProTm 86.61 Polyfoam Pol Prom 45.5 Large paddy placement of 54 grams of Po! ft rm, 20.60 6 Medium Padd placement of 24 grams of Pol Pro T'". Table 7: Attachimnt Resistance Expressed as a Moment - Mf(fi< -ibf) for Mortat or Adhesive Set Systems Tile. Tile Application Minimum Attachment Profile Resistance Entegra Estate Mortar Set 20.60 'S' Roof Tile 5• I I LING: All tiles shall bear the imprint or identifiable marling of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". OR E.NT[EISRA EsTATE'ISse DLL LABEL (LOCATED ON UNDERSIDE OF TITLE) 6. BtU1L1D1m PERIVia Q1J.lrRmFdxNTS: 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 Building Official or Applicable building code in order to properly evaluate the installation of this system. NOA No. 11-0510.02 MIAM WADE COUNTY Expiration Date: 08/23/16 Approval Date: 000111 Page 5of6 i . < .. Nail Holes <11.... PIt8oymE D RA@r iNG ENTEGRA ESTATE "S" CONCRETE RooF T1LE END OF THIS ACCEPTANCE 01� NCA No. 11-0510.02 Expiration Date: 0843/I1.6 Approval Date: 06130111 Page 6 of 6 •,� ,��'1a�,o•wk'raflle Uadimn FroMe High Profile Medium Paddy Pikeeraeut F12t /.ow Probe Tile Starling at the eave AouliJe,. a 2" (50,8mm) x 7" (.1.77.8 mxn) I3 4• (� Paz foam paddy onto the uudcrlaycn= positioned as shaWn under the streD4tentpg n-, closest to �e . overlbok of fiiae.Me being set, 2) continua in acme =a= Insr¢$ a (64.5 cm"-) - I2 (77.4 oln� s PFO-XimabBly 10" "Oniact with the underside of a tae. S°�esi�ae edx �o�e Me (D aublie Pan Tfle) 1) Sig at the eave aouzse, apply a 2 u ' (50.8 mm) x 7 (177.8 mm) x 3/4n 19 pa* onto lhd:undeala ( �) foam • under the pment posltioired as s hcwo Mrlock of the Me bein • of the tue closest to the 4 eiag sei. 2) continue in "ame . Tttarsra a (77.4 cm� - 12 90.3 P. .tely 12 '�� the M to da of thee inoh acII lve Mgt Proffle File (8igle p Vie) 1) 2 at the save aaurse� apply a ,�„;�� .211 nm) x 7 (177.8 MM) x 3/4" (19 mm) ahOWTI under the pan m paddy onto the imderiayment positioned �•�, as • 'the avet•1 Of the the being s�f the tie a losest t o 2) Continue is same manner..Iasvre aPprcxitaateZy 17 (109.7 cm) .. 19 (122.6 am� squ" inch adhesive oomtaotl IA the underside of the tile. , < c X • •,� ,��'1a�,o•wk'raflle Uadimn FroMe High Profile Medium Paddy Pikeeraeut F12t /.ow Probe Tile Starling at the eave AouliJe,. a 2" (50,8mm) x 7" (.1.77.8 mxn) I3 4• (� Paz foam paddy onto the uudcrlaycn= positioned as shaWn under the streD4tentpg n-, closest to �e . overlbok of fiiae.Me being set, 2) continua in acme =a= Insr¢$ a (64.5 cm"-) - I2 (77.4 oln� s PFO-XimabBly 10" "Oniact with the underside of a tae. S°�esi�ae edx �o�e Me (D aublie Pan Tfle) 1) Sig at the eave aouzse, apply a 2 u ' (50.8 mm) x 7 (177.8 mm) x 3/4n 19 pa* onto lhd:undeala ( �) foam • under the pment posltioired as s hcwo Mrlock of the Me bein • of the tue closest to the 4 eiag sei. 2) continue in "ame . Tttarsra a (77.4 cm� - 12 90.3 P. .tely 12 '�� the M to da of thee inoh acII lve Mgt Proffle File (8igle p Vie) 1) 2 at the save aaurse� apply a ,�„;�� .211 nm) x 7 (177.8 MM) x 3/4" (19 mm) ahOWTI under the pan m paddy onto the imderiayment positioned �•�, as • 'the avet•1 Of the the being s�f the tie a losest t o 2) Continue is same manner..Iasvre aPprcxitaateZy 17 (109.7 cm) .. 19 (122.6 am� squ" inch adhesive oomtaotl IA the underside of the tile. , V • + y MEW DEPARTMENT OF PERMffTING, mwMONNMNT, AND REGULAT01ty AFFAIRS (PERA) BOARD AND CODE ADir NMRA77ON DIVISION NOTICE OF ACCEPTANCE 3M Company 3M Center Building 0220- 05 -E-06 St. Paul, NN 551441000 MiAM -DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 Nw—y- mlamldade. o /ygm SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHD. This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Section (In Miami Dade County) and/or the AM (in areas other than Miami Dade County) reserve th e t to righ have this product or material tested for quality assurance purposes. If this product or material f & 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. PERA reserves the right to revoke this acceptance, if it is determined by Miami Dade County product Control Section 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: 3Mm 2- Component Foam Roof Tile Adhesive AH 160 -� LABELING: Each unit shall bear a permanent label with the mans 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. TERNMATION 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 renews and revises NOA# 11- 0124.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12- 0228.18e/ rum 15 s couN Expiration Date: 05/10/174--' APPROVED Approval Date: 05/10/12 Page 1 of 7• ¢ q . l ROOFLNG COMPONENT .APPROVAL,: Category: Roofing Sub Category: Roof tile adhesive Materials: P01YM'ethane SCOPE: This approves 3M' 2_Component Foam Roof Tile Adhesive AR-160 as man described in Section 2 of this Notice of Acceptance. For the locations where the manufactured 3M Company as determined by applicable building code, does not exceed the design pressure values obtained Pressure b Yalcula ions i as compliance with Roofing Application Standard RAS 127, for use with Y calculations in system using 2- Component Foam Roof Tile Adhesive AH -160. Where t�heattachment c 1cu�lathig profile one as awes moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY, APPLICANT: oduct Dimensions Test Sp jgati°m 3MTM 2- Component Foam N/A TAS 101 Roof Tile Adhesive AH 160 Foam Dispenser RTF1000 N/A Pr0Pac1A 30 & 100 N/A Product Descon Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTEMpS: Any Miami Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment re&ftce values with the uSe of 2- Component Foam Roof Tile Adhesive AH 160 roof file adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Test ertv . Results Density oa ASTM D 1622 1.6 lbs./fL3 Compressive Strength ASTM D 1621 18 PST Parallel to rise Tensile Strength ASTM D 1623 28 PST Parallel ��e rise Water Absorption ASTM D 2127 0.08 ibsJFtz Moisture Vapor Transmission ASTM E 96 3.1 Perm /Inch Dimensional Stability ' ASTM D 2126 +0.07% Volume e +6.0% Volume Change @1 8°F.100% Humidity, 2 Closed Cell Content weeks ASTM D 2856 86% e o NOA No.: 17_022&18 . • . Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 2 of 7 Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11116194 01- 6739- 062b[l] ASTM E 84 01116195 Tfinits' Engineering 7050.02.96 -1 TAS 114 03/14/96 Celoicx Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109-2 520109-3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3M'rM 2- Component Foam Roof Tile Adhesive 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 acceptance for the use of 3Mrw 2- Component Foam Roof Tile Adhesive AH 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactMW 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. 2 F= MS NOA No.:12- 022&JLS NnaMt�anecowvrY Expiration Date. 05/10/17 JAPPROVEDI Approval Date: 05/10/12 Page 3 of 7 I t 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. ]EVIDENCE SUBMi MM Test AF eacv Test Identifier Test Name/Reuort Date Center for Applied Engineering #94 -060 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 11/02195 25-7492 Miles Laboratories NB- 589 -631 SSTD 11-93 ASTM D 1623 12/12195 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 11116194 01- 6739- 062b[l] ASTM E 84 01116195 Tfinits' Engineering 7050.02.96 -1 TAS 114 03/14/96 Celoicx Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109-2 520109-3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3M'rM 2- Component Foam Roof Tile Adhesive 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 acceptance for the use of 3Mrw 2- Component Foam Roof Tile Adhesive AH 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactMW 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. 2 F= MS NOA No.:12- 022&JLS NnaMt�anecowvrY Expiration Date. 05/10/17 JAPPROVEDI Approval Date: 05/10/12 Page 3 of 7 INSTAU AnON: 1. 3 0A 2- Component Foam Roof Tile Adhesive AH 160 may be used with any roof file assembly having a current NOA that lists uplift resistance values with the use of 3Mrm 2- Component Foam Roof Tile Adhesive AH 160. 2. 3Mru 2- Component Foam Roof Tile Adhesive 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 3M m 2- Component Foam Roof Tile Adhesive AH -160 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. 3M'm 2- Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company °s 3Mrm 2- Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory' Trained'Qualified Applicator' approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. S. Calibration of the Foam Dispenser RTF 1000 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. 3M' 2- Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. 3M 14 2- Component Foam Roof Tile Adhesive AH -160 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 3MTu 2_ Component Foam Roof Tile Adhesive AH 160 has been dispensed. 9. 3MI 2- Component Foam Roof Tile Adhesive AH 160 placement and minimum patt y weight shall be in accordance with the 'Placement Details' herein. Each generic the profile requires the specific placement noted herein. Tile Profile Profiles APPROYEDI� 1: Adhesive Placement For Each Generic Tile Profile Min. (grams) #1 35 #1 17 1side on can and 3 #3 Two Paddy Weight per paddy Min. (grams) N/A _ N/A NOA No.:12- 0228.xs Expiration Date: 05/10/17 Approval Date: 05/10112 Page 4 of 7 A LABELING: A113MTM 2- Component Foam Roof Tile Adhesive AH 160 containers shall comply with the Standard Conditions listed herein. Buiow vG PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY m ��,,rrll..11.��,,,,��s awdo Wi 1.1 _ ITLIIJIZICI# APPROV[DJ Fw� P� edg�ofdie NOA No.: 12- 0228.18 Eapiration Date: 05/10/17 Approval Date: 05 /10/12 Page 5 of 7 i Y, ADHESIVE PIA' LACEMENT DETAIL 2 SINGLE PATTY APPROVED NOA No.: 12- 0228.18 Upiration Date: 05/10/17 Approval Date: 05/10/12 Page 6 of 7 t Y A i tt "MSr"' PLACEMENT DETAIL 3 DOUBLE PATTY (APPROVED END OF THIS ACCEPTANCE NOA No.: 12-0228.18 Expiration Date: OS/10/17 Approval Date: 05/10/12 Page 7 of 7 0 '4 e t4 i Y t Y CHAPTER 15, SECTION 1524 / HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be ad ressed as part of the agreement between the owner and the contractor. The owner's initials in the de ignated space indicates that the item has been explained. AV 1. Aesthetics - workmanship: The workmanship provisions of Chapter 15 (High - Velocity Hurricane Zone) are for the purpose of providing the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) 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- Renamng wood decks: When replacing roofing, the existing wood roof deck may have to be r renailed in accordance with current provisions of Chapter 16 (High - Velocity Hurricane Zones) of the Florida Building Code, Building. (The roof deck Is usually concealed prior to Removing the existing roof system.) 3. Common roofs: Common roofs are those which have no visible derineation between neighboring units Pe., 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. 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 owner 0 provides the option of maintaining this appearance. S. 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. Pondng can be an indication of structural distress and may require the review of a professional structural engineer. Pondng may shorten the fife expectancy and performance 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 buildup 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 requirements of: Chapters 16 and 16 herein and the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced.. Exception: Attic spaces, designed by a Florida - licensed engineer or registered architect to eliminate the attic venting, venting shall not be required. Owner's/Agent's Signature Date Contractor's Signature Form AB-326 (Page 2 of 7) New 3/16/09 I Y Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT DATE : 946—P �-Y ) 11-j R-GQST1----r2-- ` (NAME) /n ontractor • Owner • Architect Picked up 2 sets of plans and (other) Q- / Address: _ _ �� N E., I �'— From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: (Signature) PERMIT CLERK INITIAL: .4 T a Y Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 September 12, 2013 Permit No:,- 2,053 Buiidina Critique Review 1. PRESCRIPTIVE SYSTEM RAS 150 IS NOT APPROVED FOR MIAMI DADE COUNTY. SECTION A SHOULD BE MARK AS LOW SLOPE. 2. SECTION B. SHOW DIRECTION OF FLOW FOR THE FLAT ROOF AND THE PRESSURE ZONES. 3. SECTION C. ILLUSTRATIONS, SHOW THE REQUIRED DRIP EDGE AROUND THE PERIMETER OF THE ROOF, THE (2) PLIES OF STRIP OVER THE DRIP EDGE AND THE VALLEY METAL REQUIRED AT THE CONNECTION WITH THE SLOPE ROOF. 4. UL SYSTEM PROVIDED IS FOR A NONE COMBUSTIBLE DECK. PLEASE PROVIDE CLASS A FIRE RATED ASSEMBLY FOR WOOD DECK. 5. PROVIDE ROOF MITIGATION EXEMPTION FORM. Ismael Naranjo Building Official 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. Property Search - Report http: / /gisweb. miamidade .gov /PropertySearch/printMap.htm MIAMI -DADE COUNTY OFFICE OF THE PROPERTY APPRAISER PROPERTY SEARCH SUMMARY REPORT t:atar Lopez -ca,�o Property Appraiser Aerial Photography 2012 Taxable Value Information: Current Previous Previous 2 Year 2013 Property Information: 2011 Foilo 11- 3206 -014 -1750 Property Address 685 NE 93 ST Owner Name(s) MARIBEL VALMOCINA Mailing Address 685 NE 93 ST $50,000/$209,977 MIAMI FL School Board 33138 -2906 Primary Zone 1000 SGL FAMILY - 2101 -2300 SQ Use Code 0001 RESIDENTIAL- SINGLE FAMILY $50,000/$214,396 Beds/Baths/Half 3/210 Regional Floors 1 Living Units 1 Sale Information: Adj. Sq. Footage 1,999 Lot Size 9,675 SQ FT Qualification Code 9/2003 Year Built 1956 Sales which are quaffied Full Legal Description MIAMI SHORES SEC 3 PB 10 -37 E1/2 LOT 19 & ALL LOT 20 BLK 65 LOT SIZE 75.000 X 129 COC 21686 -1988 09 2003 1 Assessment Information: Current Previous Previous 2 Year 2013 2012 2011 Land Value $13 3 $105,629 $117,366 Building Value $136,544 $154,348 $155,362 Market Value $26C297 $259,977 $272,728 Assessed Value 1 $264,396 $259,977 $272,728 Benefits Information: Current Previous Previous 2 Benefit Type 2013 2012 2011 Save Our Assessment Homes Reduction $3,901 $0 $0 Homestead Exemption $25,000 $25,000 $25,000 Second Exemption Homestead $25,000 $25,000 $25,000 Note: not all benefits are applicable to all Taxable Values (is County, School Board, City, Regional). Disclaimer: http: / /gisweb. miamidade .gov /PropertySearch/printMap.htm MIAMI -DADE COUNTY OFFICE OF THE PROPERTY APPRAISER PROPERTY SEARCH SUMMARY REPORT t:atar Lopez -ca,�o Property Appraiser Aerial Photography 2012 Taxable Value Information: Current Previous Previous 2 Year 2013 2012 2011 Exemption/ Taxable Exemption/ Taxable Exemptlon/ Taxable County $50,000 1$214,396 $50,000/$209,977 $50,000/$222,728 School Board $25,000/$239,396 $25,000/$234,977 $25,000/$247,728 City $50,000/$214,396 $50,000/$209,977 $50,000/$222,728 Regional $50,000 /$214,396 $50,0004209,977 $50,000/$222,728 Sale Information: Date Amount OR Book -Page Qualification Code 9/2003 $336,000 1 21686 -1988 Sales which are quaffied The Office of the Property Appraiser and Miami -Dade County are continually editing and updating the tax roll and GIS data to reflect the latest property information and GIS positional accuracy. No warranties, expressed or implied, are provided for data and the positional or thematic accuracy of the data herein, its use, or its interpretation. Although this website is periodically updated, this information may not reflect the data currently on file at Miami -Dade County's systems of record. The Property Appraiser and Miami -Dade County assumes no liability either for any errors, omissions, or inaccuracies in the information provided regardless of the cause of such or for any decision made, action taken, or action not taken by the user in reliance upon any information provided herein. See Miami -Dade County full disclaimer and User Agreement at http: / /www.niiamidade.gov /'info /disclaimerasp. Property information inquiries, comments, and suggestions email: pawebmail @miamidade.gov GIS inquiries, comments, and suggestions email: gis@miamidade.gov Generated on: Thu Aug 22 2013 1 of 1 8/22/2013 10:06 AM