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RF-12-535Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 171618 Permit Number: RF -3 -12 -535 Scheduled Inspection Date: August 10, 2012 Inspector: Bruhn, Norman Owner: DURAN, CARLOS Job Address: 745 NE 96 Street Miami Shores, FL 33138- Project: <NONE> Contractor: RODMAN ROOFING INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number Parcel Number 1132060142240 Phone: (305) 264 -3551 Building Department Comments RE ROOF FLAT & TILE ROOF Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Provide PA for ridge board foam down metal. NB August 09, 2012 For Inspections please call: (305)762 -4949 Page 2 of 32 AFFIDAVIT OF COMPLIANCE WITH ROOF DECKING ATTACHMENT AND SECONDARY WATER BARRIER HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. TO: City of Miami Shores 10050 NE 2 Avenue Miami, Florida 33138 Re: Fatula Duran 745 NE 96 Street Miami, Florida 33138 Roofing Permit number: RF- 3 -12 -535 Dear Building Official: I Karen S. Rodman, President certify that the roof decking attachment and fasteners have been strengthened and corrected and a secondary water barrier has been provided as required by the "Manual of Hurricane Mitigation Retrofits for Existing Site -Built single family Structures" as adopted by the Florida Building Commission by Rule 9B -3.047 F.A.C. Karen Rodman Print Name CCC051542 License Number State of Florida County of Miami -Dade Sworn t • and subscribed before me this day of A A # 2012 . Personally known Or produced identification ti JOHN SOWERS ti MY COMMISSION# DD 858508 �•'+.o`:= EXPIRES: February 5 2013 ;:it t Bonded null Notary Public Und twrfferg CONSUMWC E/1 i11 eg h4(C. ROOF PROBLEMS ? ?? UPLIFT TEST EXPERTS Owner's Name: A -1 CONSULTING ENGINEERS, INC ROOF STRUCTURES CONSULTING ON SITE CONCENTRATED UPLIFT LOAD TESTING ROOF TILE IN ACCORDANCE WITH METRO -DADE BUILDING CODE COMPLIANCE TAS No. 106 SITE SPECIFIC INFORMATION Permit #: Job Address: 7y5- 5 / �3) 1 Roofing Contractor':.? O. �%� ,'t,o, -// / Type of Tile: "/vim / ZE �r Date installed: Approximate Roof Height:li2 "Y feet Roof Pitch: `3 la Type of Access to Roof: L/ Scaffolds Ladder Other Approximate Square Footage of Roof: Z/ 0 ft 2 Required Testing Force: 35 lbs. Testing Equipment: F.G.E. 100 Date Tested: F"' -r /mow PEST LOCATION U UPLIFT PULL TEST ' 'EST LOCATION U UPUFT PULL TEST T TEST LOCATOOI U UPUFT PULL TEST T TEST LOCATION U UPUFT PULL TEST T TEST LOCATION U UPUFT PULL TEST T TEST LOCATION U UPUFT PULL TEST 1 p pA v c 3 2 26 5 51 P P 5 5 7 76 1 101 1 126 2 2 27 5 52 7 77 1 102 1 127 3 2 28 5 53 7 78 1 103 1 128 4 2 29 5 54 / / 7 79 1 104 1 129 5 3 30 5 55 � �' 8 80 1 105 1 130 6 3 31 5 56 l l 8 81 1 106 1 131 7 3 32 5 57 I I 8 82 1 107 1 132 8 3 33 5 58 / / 8 83 1 108 1 133 9 3 34 5 59 8 84 1 109 1 134 10 3 35 6 60 / / 8 85 1 110 1 135 11 3 36 6 61 8 86 1 111 1 136 12 8 87 6 62 / / 8 87 1 112 1 137 13 3 38 6 63 / / 8 88 1 113 1 138 14 3 39 6 64 8 89 1 114 1 139 15 4 40 6 65 9 90 1 115 1 140 16 4 41 6 66 9 91 [ 16� 1 141 17 4 42 6 67 9 92 9 [1173Z/3 1 9 7 142 18 4 43 6 68 f f 9 93 1 1 1 1 19 4 44 6 69 2 ' N IA45 20 4 45 7 70 ' ° ° �J � Nt1 ° �110I p I 21 4 46 7 71 l l 9 96ys2 t tl.� L.6.- 1 121 1 146 22 4 47 7 72 0 0 9 97 r r 1 147 23 4 48 7 73 9 98 J i i 1. "( o. f - ■ i it 1 148 24 4 49 7 74 9 99 1 124 1 149 25 5 50 7 75 1 100 1 125 1 150 IN ACCORDANCE WITH THE CR TERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CON- TROL TEST. THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. THIS REPORT SUBMITTED BY: Jose A. Martinez P.E. # 031509 A -1 CONSULTI Lab. Cep Lion # 07- 0306.03 Renews: 01- 1224.05 4383 S.W. 70th Ct, Miami, Florida 33155 • Telephone (305)740 -9550 • Fax (305) 740 -9550 ENGLISH: Cell (305) 609 -6388 • SPANISH: Cell (305) 498 -9804 1 A -1 CONSULTING ENGINEERS INC. ROOF S'IJC'T' L RES CONSULTING UPLIFT TEST EXPERTS LAB. CER 11FICATION No.01 -1 224,5 4383 SW 70 CT MIAMI FL. 33155 '1'EL.305- 740 -9550 FAX..305- 740 -9550 Owner's name. Permit #: job address. 745 NE 96 ST N MIAMI FL Roofing contractor: RODMAN ROOFING Type of tile: ENTEGRA FLAT 9' Date installed: Approximate roof height: 12 feet Roof pitch: 3/12 `Pipe of access to roof: Scaffold: Ladder: Other: Approximate square footage of roof: 31 ft2 Required testing force: 35 lbs Date tested: Number of tests: 52 SKETCH OF ROOF Reviced: Date: 8/8/2012 4 43 50 44 48 42 1 f7 45 33 21 41 34 35 30 28 2 3 4 7 6 5 10 11 39 37 26 24 22 22 13 14 12 16 15 17 18 19 21 20 TRINIIY�ER[ EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262 -9245 FAX: (203) 262 -9243 East Coast Metals, Inc. 2301 West 8 Lane Hialeah, FL 33010 Evaluation Report E10240.08.08 -R3 FL5374 -R3 Date of Issuance: 09 /03/2008 Revision 3: 04/25/2012 SCOPE: This Evaluation Report is issued under Rule 9N -3 and the applicable rules and regulations goveming the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been designed to comply with the 2010 Florida Building Code. DESCRIPTION: East Coast Metals Channel Metals LABELING: Each unit shall bear labeling in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. If the product changes or the referenced Quality Assurance documentation changes. Trinity! ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report 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 Evaluation Report consists of pages 1 through 7. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 04/25/2012 This does not serve as an electronically signed document. Signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the named dient CERTIFICATION OF INDEPENDENCE: 1. TrinityIERD does not have, nor does It Intend to acquire or will it acquire, a flnancial Interest in any company manufacturing or distributing products it evaluates. 2. TrinityIERD Is not owned, operated or controlled by any company manufacturing or distributing products It evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a flnancial Interest in any company manufacturing or distributing products for which the evaluation reports are being Issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a flnancial Interest in any other entity Involved in the approval process of the product. ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub - Category: Roofing Accessories that are an Integral Part of the Roofing Compliance Statement: East Coast Metals Channel Metals, as produced by East demonstrated compliance with the following sections of the Florida Building Code accordance with the following Standards. Compliance is subject to the Installation Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section 1523.6.5.2.2 3. REFERENCES: Entity, Florida TEC (TST7393) PRI (TST5878) PRI(TST5878) PRI (TST5878) PRI (TST5878) PRI (TST5878) PRI (TST5878) PRI (TST5878) Florida Building Code Florida Building Code - HVHZ East Coast Metals Architectural Testing (QUA1844) 4. PRODUCT DESCRIPTION: Property Standard, Static Uplift Resistance TAS 101 Examination TAS 101 TAS 101 TAS 101 TAS 101 TAS 101 TAS 101 TAS 101 TAS 101 Attachment Requirements Attachment Requirements Metal Quality Quality Control 4.1 Hip & Ridge Channel Metal: Pre - formed metal channel designed for use as a hip and ridge base to which roof tiles are bonded in FBC Approved roof tile adhesive. Hip & Ridge Channel Metal is available in 119- 3/8 -inch a 3/8 -inch) length by 2.5, 3, 3.5, 4, 5, 6 or 7 -inch (± 3/8 -Inch) heights with 1.5- inch (_ 1/16 -inch) deck - flanges. Exterior Research and Design, LLC. Certlflcate of Authorization #9503 System Coast Metals, have through testing in Requirements and Year 1995 Reference Date S10 -628R 10/27/2010 ECM - 001 -02 -01 09/21/2001 ECM - 003 -02 -01 06/13/2008 ECM - 004 -02 -01 06/13/2008 ECM - 005 -02 -01 06/13/2008 ECM - 006 -02 -01 06/13/2008 ECM - 007 -02 -01 06/13/2008 ECM - 008 -02 -01 06/13/2008 FRSA/TRI 07320/8-05 08/2005 RAS 118, 119 and 120 1995 Mill Certifications Various Participation Letter Exp. 12/31/2014 Evaluation Report E10240.08.08 -R3 FL5374 -R3 Revision 3: 04/25/2012 Page 2of7 4.2 Trim Lock Channel Metal: Pre - formed metal channel designed for use as a hip and ridge base to which roof tiles are bonded in FBC Approved roof tile adhesive. Trim Lock Channel Metal is characterized by Its profiled and perforated upper horizontal flange designed to receive and allow for interlock with the overlying tile adhesive. Trim Lock Channel Metal is available In 119- 3/8 -inch (± 3/8") length by 3, 3.5, 4, 5 or 6- inch (± 3/8 -inch) heights with 1.5- Inch (± 1/16 -inch) deck - flanges. 4.2 Trim Lock Plus Channel Metal: Pre - formed metal channel designed for use as a hip and ridge base to which roof tiles are bonded in FBC Approved roof tile adhesive. Trim Lock Pius Channel Metal is characterized by its profiled and perforated upper horizontal flange designed to receive and allow for interlock with the overlying tile adhesive and its perforated deck flanges, designed for installation atop the roof underlayment via placement in Polyset AH160 adhesive, which flows - through and interlocks with the underlying adhesive. Trim Lock Plus Channel Metal is available in 119 -3/8 -inch (± 3/8") length by 3, 3.5, 4, 5 or 6- inch (± 3/8 -inch) heights with 1.5 -inch (± 1/16 -inch) deck - flanges. 4.4 East Coast Metals Channel Metals are fabricated of the following metals: > Galvanized Steel: Min. 0.019 ± 0.002 -inch, ASTM A653 (G -90), min. 33 KSI. > Galvalume Steel: Min. 0.019 ± 0.002 -Inch, ASTM A792, AZ55, min. 35 KSI. > Aluminum: Min. 0.032 ± 0.002 -inch, ASTM B209, 3003 -H14, min. 21 KSI. • Stainless Steel: Min. 0.019 ± 0.002 -inch, ASTM A240/A480, T304, min. 35 KSI. Exterior Research and Design, LLC. Certificate of Authorization #9503 Evaluation Report E10240.08.08 -R3 FL5374 -R3 Revision 3: 04/25/2012 Page 3 of 7 5. LIMITATIONS: 5.1 FOR HVHZ 3URISDICTIONS: 5.1.1 For Hip & Ridge Channel Metal or Trim Lock Channel Metal, refer to FBC RAS 118, Drawing 13, Detail 3; RAS 119, Drawing 12, Detail 3; or RAS 120, Drawing 15, Detail 3. For Trim Lock Plus Channel Metal, refer to the installation instructions herein. 5.1.2 For HVHZ jurisdictions, Installations are limited to projects having a required moment resistance (Mr) or uplift resistance (Fr)1 not greater than the following values. > "Interdependent" paddy placement means each individual tile Is bonded to the Channel Metal in a foam paddy, and a second foam paddy bonds the tile head lap, or two tiles are bonded to the Channel Metal using a single foam paddy. > "Independent" paddy placement means each individual tile is bonded to the Trim Lock in its own, single foam paddy; tile head laps are not bonded. Table 1A: Performance Limitations - HVHZ: Interdependent Foam -Paddy Placement Channel Tile Type Adhesive Foam Paddy Information Moment Based Mf (ft -lbf) Uplift Based F' (Ibf) Approx. Size (inch) Approx. Wt (grams) Placement Trim Lock Channel Metal Concrete PolyPro AH160 2 x 4 9.7 Tile - to-metal, 3" from tile head 73 104 4 x 2 9.7 Tile - to-tile at 3" tile headlap Polyset ONE 2 x 4 6.0 Tile - to-metal, 3" from tile head 71 101 4 x 1 4.7 Tile - to-tile at 3" tile headlap Clay PolyPro AH160 2 x 4 9.7 Tile -to- metal, 3" from tile head 88 116 4 x 2 9.7 Tile - to-tile at 3" tile headlap Polyset ONE 2 x 4 6.0 Tile - to-metal, 3" from tile head. 66 88 4 x 1 4.7 Tile - to-tile at 3" tile headlap Table 1B: Performance Umitations - HVHZ: Independent Paddy Placement Channel Type Tile Type Foam Adhesive Foam Paddy Information Moment Based Mf (ft-lbf) Uplift Based F' (lbf) Approx. Size (inch) Approx. Wt (grams) Placement Hi p &Ridg e Channel Metal Concrete PolyPro AH160 2 x 8 Min. 30 Tile -to- metal, shared paddy starting 4- inch below the head of the 1' course and ending 4 -inch beyond the tail of the overlapping file 127 169 Trim Lock Channel Metal Concrete PolyPro AH160 2 x 7 Min. 38 Tile - to-metal, centered along tile length 140 199 Two at Min 2 x 7 Min. 15 each One 2x7 paddy or continuous 2 -inch wide bead to metal, one 2x7 paddy to tile underside, centered along tile length sandwiched together 138 148 Clay PolyPro AH160 2 x 7 Min. 38 Tile - to-metal, centered along tile length 230 307 Two at Min 2 x 7 Min. 15 each One 2x7 paddy or continuous 2 -inch wide bead to metal, one 2x7 paddy to tile underside, centered along tile length sandwiched together 159 181 Trim Lock Plus Channel Metal Concrete PolyPro AH160 Two at Min 2 x 7 Min. 15 each One 2x7 paddy or continuous 2 -inch wide bead to metal, one 2x7 paddy to tile underside, centered along tile length sandwiched together 138 148 Clay PolyPro AH160 Two at Min 2 x 7 Min. 15 each One 2x7 paddy or continuous 2 -inch wide bead to metal, one 2x7 paddy to tile underside, centered along tile length sandwiched together 159 181 1 Determined in accordance with RAS 127 or ASCE 7 -10 per FBC 1609.5.3 and 1609.1.5 for Zones 2 and 3. Exterior Research and Design, LLC. Certificate of Authorization #9503 Evaluation Report E10240.08.08 -R3 FL5374 -R3 Revision 3: 04/25/2012 Page 4 of 7 ERD 5.2 FOR NON -HVHZ JURISDICTIONS: 5.2.1 For Hip & Ridge Channel Metal or Trim Lock Channel Metal, refer to "Instructions for Hip and Ridge Attachment" sections of the FRSA/TRI 07320/8 -05. For Trim Lock Plus Channel Metal, refer to the installation instructions herein 5.2.2 For non -HVHZ, installations are limited to projects having hip /ridge design pressure requirements2 not greater than the following values. Refer to the tile adhesive manufacturer's published installation instructions for Adhesive Paddy Placement details. ➢ "Interdependent" paddy placement means each individual tile is bonded to the Channel Metal in a foam paddy, and a second foam paddy bonds the tile head lap, or two tiles are bonded to the Channel Metal using a single foam paddy. ➢ "Independent" paddy placement means each individual tile is bonded to the Channel Metal in its own, single foam paddy; tile head laps are not bonded. Table 2A: Performance Limitations — non -HVHZ - Maximum Design Pressure — (psf) Interdependent Foam -Paddy Placement Channel Type Tile Type Foam Adhesive Foam Paddy Information MDP (psf) Approx. Size (inch) Approx. Wt (grams) Placement Trim Lock Channel Metal Concrete PolyPro AH160 2 x 4 9.7 Tile - to-metal, 3" from tile head 103 4 x 2 9.7 Tile - to-tile at 3" tile headlap Polyset ONE 2 x 4 6.0 Tile -to- metal, 3" from tile head 100 4 x 1 4.7 Tile - to-tile at 3" tile headlap Clay PolyPro AH160 2 x 4 9.7 Tile- to-metal, 3" from tile head 140 4 x 2 9.7 Tile - to-tile at 3" tile headlap Polyset ONE 2 x 4 6.0 Tile- to-metal, 3" from tile head 105 4 x 1 4.7 Tile- to-tile at 3" tile headlap Table 2B: Performance Umitations — non -HVHZ - Maximum Design Pressure — (psf) Independent Paddy Placement Channel Type Tile Type Foam Adhesive Foam Paddy Information MDP (psf) Approx. S ze (inch) Approx. Wt (grams) Placement Hip & Ridge Channel Metal Concrete PolyPro AH160 2 x 8 Min. 30 Tile - to-metal, shared paddy starting 4 -inch below the head of the 1' course and ending 4 -inch beyond the tail of the overlapping tile 169 Trim Lock Channel Metal Concrete PolyPro AH160 2 x 7 Min. 38 Tile - to-metal, centered along tile length 197 Two at Min 2 x 7 Min. 15 each One 2x7 paddy or continuous 2 -inch wide bead to metal, one 2x7 paddy to tile underside, centered along tile length sandwiched together 140 Clay PolyPro AH160 2 x 7 Min. 38 Tile -to- metal, centered along tile length 368 Two at Min 2 x 7 Min. 15 each One 2x7 paddy or continuous 2 -inch wide bead to metal, one 2x7 paddy to tile underside, centered along tile length sandwiched together 181 Trim Lock Plus Channel Metal Concrete PolyPro AH160 Two at Min 2 x 7 Min. 15 each One 2x7 paddy or continuous 2 -inch wide bead to metal, one 2x7 paddy to tile underside, centered along tile length sandwiched together 140 Clay PolyPro AH160 Two at Min 2 x7 Min. 15 each One 2x7 paddy or continuous 2 -inch wide bead to metal, one 2x7 paddy to tile underside, centered along tile length sandwiched together 181 2 Determined in accordance with FBC 1609.1.5. Exterior Research and Design, LLC. Certificate of Authorization #9503 Evaluation Report E10240.08.08 -R3 FL5374 -R3 Revision 3: 04/25/2012 Page 5of7 6. INSTALLATION: 6.1 The roof deck shall be minimum 15/32 -Inch plywood (non -HVHZ) or minimum 19/32 -inch plywood (HVHZ) attached in accordance with FBC Chapter 23 to the satisfaction of the AHJ. 6.2 Hip & Ridge Channel Metal and Trim Lock Channel Metal shall be installed using min. 11 ga. x 11/a -inch long x 3/8 -inch head diameter galvanized annular ring shank nails spaced 6 -inch o.c. along both deck - flanges. Fasteners shall be positioned 3/4 -Inch from the outside edge of each deck - flange, set in a bed plastic roof cement. For FBC HVHZ, refer to FBC RAS 118, Drawing 13, Detail 3; RAS 119, Drawing 12, Detail 3; or RAS 120, Drawing 15, Detail 3. 6.3 Trim Lock Plus Channel Metal shall be installed atop the Approved roof underlayment in continuous 2 -Inch wide ribbons of Polyset AH160 centered beneath each 1.5 -inch wide deck flange, approximately 16 grams /ft. Place the Trim Lock Plus Channel Metal into the wet adhesive and allow to set prior to installation of roof tiles. View of Polyset AH160 Placement for Trim Lock Plus Channel Metal Installation 6.3.1 It is critical that the bond between the Trim Lock Plus Channel Metal, the Polyset AH160 and the underlayment is not disturbed prior to or during placement of the ridge tiles. 6.3.2 Approved underlayments are the codified 130/90' system or other FBC Approved roof underlayments listing approved use of Polyset AH160. Exterior Research and Design, LLC. Certificate of Authorization #9503 Evaluation Report E10240.08.08 -R3 FL5374 -R3 Revision 3: 04/25/2012 Page 6 of 7 6.4 Tile shall be installed atop the Channel Metal in accordance with the tile adhesive manufacturer's Approved, published installation instructions, subject to the limitations outlined In Section 5 herein. When using Polyfoam Products' tile adhesive, the hip /ridge tile installation shall result in minimum 30 square inches of contact area on the underside of the tile, as measured 3 -inch down from the head of the tile to the tile overlap. The exposed edges shall be packed and pointed with Approved mortar or weather blocking adhesive in accordance with FRSA/TRI 07320/8 -05 or RAS 118, RAS 119, RAS 120 requirements. Hip / Ridge Tile Tile Adhesive Trim Lock Plus Mortar or Weather Block Adhesive Polyset A11160 View of Trim Lock Plus Channel Metal Installation after Weather Blocked 6.4.1 Channel Metal shall be free of dust, debris, oils or other bond - breaking substance prior to placement of adhesive. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the named QA entity for manufacturing facilities covered by F.A.C. Rule 9N -3 QA requirements. 9. QUALITY ASSURANCE ENTITY: Architectural Testing, Inc. - QUA1844 (717) 764 -7700 Exterior Research and Design, LLC. Certificate of Authorization *9503 - END OF EVALUATION REPORT - Evaluation Report E10240.08.08 -R3 FL5374 -R3 Revision 3: 04/25/2012 Page 7 of 7 NOME OF commENcEmENT CFN: A !`MUST HEP Oft 7EJWA T M OFROSTII�PEI:TION DATE 03/22/2012 10:18:09 AM 3 PAGE 4101 Y RUVIN, CLERK OF COURT, MIA DADE CTY ERMFr N fe-Ci2-5-35 ,At OF FLORIDA; ]LINTY OF MIAMI -DADE iE UNDERSIGNED hereby gives nab that in uvernenis writ be made to certain real pp y, and in acc plant wrth Cher 7.13, Florida Ste; thefDlio;Atig informavpn provided in this Nurit,e criCommercernept Legal d amofproperty and sireetiaddress: 7 Lj 5 /ir- ( to SFr' e e. $ r c r 1 s h() ►2'_j r motion of ir;rpovernent J2e {r)D .t p f re- Owns name ands: F-r3f 04.11a ! )t)if an 7 5 ATE �h 5i�}, � � m / �o�e.5; �L i3� min property_ OUlo-1 Arne and atoms of fee supple iehoIde 1 Contractors name and a -R f _ROOF% JG t� \�fj CST -i { L . Surety - i ym� bond � by owner hull t c�or, W arty) ime and aridness %,-E. \ c pl6tt c L . -5cetSts fOLint of bond $ 14, ki€ Lender's rare and .a {S, 1 A Persons whin the stale of � by Owner upon whom nDiices or riocumens may be served as ceded by Sawn 713.i3(1)[a)r'., Florida., slim and address_ b.1.1 , 4n adddicxt fu himself. Owners d� 1 �g p ) to receive a copy oath a Lien s Nafice as provided Section 773: i3(1 )(b }, Florida Sam_ acne and adt 13.#a Expiration t� of this Notice of Commencement (file expiration da is 1 year from the data of r ding unless a oenant. i u- is s� gna ere of Owner - i Owner's4�4ame Ti�'VC�+.A1C� i,�+ � �.by Uli�i ��Ur —C41'7 morn to and subscribed byreme1 ( . day of 01r 0� . 20 .. O N `", w a • cfrary Public Address: s Ale qb 51 ' !'Firm; ShprrS, Kt.3 315% ^ R _ y I --m °�, y comma expires Q E cc M Miami Shores Village Building Department • 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER (305) 762.4949 B D V Permit No. gr 2. i' i3 PERMIT APPLICATION Master Permit No. pJgJgEp�'fS1pg� - ' `A d p �'� �� F ^nR 2 B Y: FBC 20 Permit Type: BUILDING ROOFING g f� OWNER: Name (Fee Simple Titleholder): F0 +0 U1 4 b Phone#: 3 CS 7 57.686�f .Address: `741 NC�. gip S$re J 7 City: I7) C4 m I state: 1L zap: 33138 Tenant/Lessee Name: Phone#: Email: Ci A. INA. i/.mit a-A S td.-r J JOB ADDRESS: 7 12 S re- 1 2 City. Mj i farm Shores County: Miami Dade zip: 3 3J 3 Folio/Parcel #: ` I- J 2 No v bi il ' � LID Is the Building Historically Designated: Yes , Flood Zone: X (z -DAIa? CONTRACTOR: Company Name: OCI 1Y) an 2 00 I , 1 n c- • Phone#: 305-2 (oq" 355 1 Address: 1 ()151 SGI) / 2 X C4, Itii), City: ifY) / a tr)� / State: K.. L. p: '� 33 )' Qualifier Name: f / ja {eJ? no d M CL / Phone#: State Certification or Registration #: C C.. C 0515 y c� Certificate of Competency #: Contact Phone#:3 $5 - 24, /' 355 / Email Address: ro olm a. nroc 4,n 90 y &.i oo . Lois DESIGNER: Architect/Engineer: 1-• ooS y Lcty . rietdl C:=1'f NJ c A. 114 79) Phone.#: Value of Work for this Permit: $ 2 3, k5-0 . O 0 Square/Linear Footage of Work: S500 . (3 5 4) Type of Work: ClAddition []Alteration ONew l pair/Replace ODemolition Description of Work: Pe r©o - Qfl re _ ho U 5 Q,,. Lot cf_ yes ***************************************F ***** **+ * * **** inn* *** **s* *ate * * * * * ** *** * * * ** Submittal Fee $ Permit Fee $ EJS CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FM. . NOW DUE $ . t /L41 /J Bowling Company's Name (if applicable) AO/ f"7 • Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) m n Mortgage Lender's Address // City State Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose properly is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Owner or Agent The foregoing instrument was acknowledged before me day of n')airct , 20 )2., by c"04-6 r.1A a Ae4 042 who is personally known to me or who has produced ActL ,�1\ bhp- 2CKO Ms keg? As identification and who did take an oath. NOTARY PUBLIC: ********* APPROVED BY MIN Man Pubk. Siete«w SEE t51322 My comm. expires Dec. S. 3115 ar * mtsaaaxa *OX 0/.4 Plans Examiner The foregoing ' r '4, I r dayofl, /1i l who ntractor ent was acknowledged before me this 20� by h bOwex5 or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: c 1` Print. 3b h Structural Review (Revised 07n0/07)(Revised 06/10/2009XRevised 3115/09) JOHN BOWERS . MY COMMISSION 8 DD 856508 EXPIRES: February 5, 2013 Q Bonded Thru Notary Public Underwriters Zoning Clerk Miami Shores Viiiage 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. To: Miami Shores Village Building Department Date: 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owners Name: FU 117 v I)vrr r1 Property Address: 7 5-- Me 9 (tea 5 fig -ee -t Roofing Permit Number. Dear ``Building Official: 1 FO)D i ct certify that l am not required to retrofit the roof to wall connections of my building because: /The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proofof 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) Signature r ]-vula_ byres Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this 1( day of Mac Notary Public, Sate of Florida at Large ALUMNI Notary Public, Mate ofFlorida W h e n t h e j u s t v a l u a t i o n dike SITUdire for purpose ofad valorem taxation is to or more x:, X11.1, HI! r + and the building was not consfitcgid with Fc nor 1994 SRC. Then you must provide a buililing application from a General Contractor for the Roof to Wag connection Huntcane &litigation. Revised on 5/21/2009 Miami -Dade My Home My Home Show Me: Property Information Search By: Select Item ■ Text only 1 'J Property Appraiser Tax Estimator IProperty Appraiser Tax Comparison Portability S.O.H. Calculator Summary Details: Folio No.: 11- 3206 - 014 -2240 Property: 745 NE 96 ST Mailing Address: FOTOULA DURAN 745 NE 96 ST MIAMI FL 33138 -2519 Property Information: Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUG: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 3/2 Floors: 1 Living Units: 1 Adj Sq Footage: 2,494 Lot Size: 11,500 SO FT Year Built: 1978 $50,500 / $141,768 MIAMI SHORES SEC 3 Legal PB 10-37 LOTS 8 & 9 Description: BLK 69 LOT SIZE 100.00 $25,500/ $166,768 X 115.00 Assessment Information: Exemetion Information: tZErAIMMINI 2011 2010 =MN HEM MIME MEMENI $25,000 2nd Homestead: =MEMO $192,268 MIEEE Exemetion Information: tZErAIMMINI 2011 2010 ICEIMMEMIll $25,000 $25,000 2nd Homestead: ®® Exemption/ Taxable Taxable Value Information: Year: 2011 2010 Applied Applied Taxing Authority: Exemption/ Taxable Exemption/ Taxable Value: Value: Regional: $50,500/ $141,768 $50,500/ $138,927 County: $50,500 / $141,768 $50,500/ $138,927 City: $141,768 $141,768 $50,500/ $138,927 School Board: $25,500/ $166,768 $25,5001 $163,927 Additional Information: Click here to see more information for this property: .nmmunity nevelonment District Page 1 of 2 Aerial Photography - 2009 0 112ft My Home 1 Property Information 1 Property Taxes My Neighborhood 1 Property Appraiser Home' Using Our Site 1 Phone Directory 1 Privacy 1 Disclaimer If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site © 2002 Miami -Dade County. All rights reserved. Legend 40,0, Property Boundary • Selected Property /✓ Street #/ Highway Miami- Dade County ® Water http: / /gisims2. miamidade .gov /myhome /propmap.asp 3/26/2012 Miami -Dade My Home Redevelopment Area Zone Zone Land Use Development Boundary log d Valorem Assessmits vironmental Considerations Page 2 of 2 http: / /gisims2. miamidade .gov /myhome /propmap.asp 3/26/2012 A D CERTIFICATE OF LIABILITY INSURANCE DATE 2 THIS CERTIFICATE 1S ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. HOLDER. THIS BY THE POLICIES AUTHORIZED IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the poticy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and condltlons of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER AUBREY ROGERS AGENCY, INC. 2400 N.W. 6TH STREET GAINESVILLE, FL 32609 CONTACT PHONE 352- 373 -2003 FAX o. Extl: tAfC Nol: `2- 376 -2235 E MA . ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC # INSURER A: WESTERN WORLD INS. COMPANY INSURED RODMAN ROOFING INC 12151 SW 128TH CT MIAMI, FL 33186 "n�rcnwn e ..^•■�•�.�.N __.- --- 9G 12011 '"SURERC: 2/11/2012 l"SURERC: EAC OCCURRENCE INSURER D : • ...Ta INSURER E. INSURER F: X 1 OCCUR�� • .v.r.v.v.a I Uw�ers.: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POUCY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POUCIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POUCIES. UMTTS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. MISR LTR TYPE OF INSURANCE ADM DER SUER 39WD POUCY NUMBER POLICY EFF POUCY EXP - LIMITS A GENERAL LABIUM COMMERCIAL GENERA. U►BIUTY PGP0720474 2/11/2012 2/11/2013 EAC OCCURRENCE $ 1,000,000 • ...Ta $ 100 000 1 CLAIMS -MADE X 1 OCCUR�� •,j• l- �„�=, PERSONAL & ADV INJURY GENERAL AGGREGATE PRODUCTS - COMP/OPAGG' $ 5000 $ 1 000 000 $ 2,000 000 $ IAA 111 1 GEM AGGREGATE LIMIT APPLIES PER —1 POLICY F-1 JP& n LOC AUTOMOBRE LIABILITY COMBINED SINGLE LIMIT ANY AUTO ALL OWNED AUTOS HIRED AUTOS SCHEDULED BODILY INJURY (Per pascal) ` AUTOS BODILY INJURY (Per accident) Y OA PR • PERTY DAMAGE $ UMBRELLA UAB EXCESS LAB OCCUR CI !MSS -MADE EACH OCCURRENCE $ AGGREGATE $ DED 1 !RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPREIDR/PARTNER/EXECINIVE ( ER/M L In NHj EXCLUDED? If py��, DESCRIPTION OF OPERATIONS below NIA f WC STATU- 1 (OTIt- TORY LIMITS ER E 1 EACH ACCIDENT $ EL. DISEASE - EA EMPLO == $ EL DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is retgdred) CANCELLATION CITY OF MIAMI SHORES BUILDING & ZONING DEPT ■ 10050 NE SECOND AVE MIAMI SHORES, FL 33138 ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TION f '', • F, NOTICE WILL BE DELIVERED IN Y PROVISIONS. 0 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are eglstered marks of ACORD Issue Date: 11/30/2011 FLORIDA ROOFING, SHEET METAL & AIR CONDITIONING CONTRACTORS ASSOCIATION. INC. ISSUED TO: 1- 800 - 767 -3772 e FAX (407) 671 -2520 CERTIFICATE OF INSURANCE COPY PROVIDED TO: Rodman Roofing, Inc. 12151 SW 128Th Ct Suite #108 Miami, FL 33186 City Of Miami Shores Bldg. And Zoning Dept. 10050 Ne 2Nd Ave. Miami Shores, FL 33138 Attention. Rodman Roofing, Inc. This Is to Certify that 12151 SW 128Th Ct Suite #108 Miami, FL 33186 being subject to the provisions of the Florida Workers' Compensation Act, has secured the payment of compensation by insuring their risk with the FLORIDA ROOFING, SHEET METAL & AIR CONDITIONING CONTRACTORS ASSOCIATION SELF INSURERS FUND, P.A. Box 4907, Winter Park, FL 32793. COVERAGE NUMBER: 870-001010 LIMITS EFFECTIVE DATE: 1/1/2012 Workers' Compensation: Statutory - State of Florida Employers' Liability: $100,000.00 Each Accident EXPIRATION DATE: 1/1/2013 $100,000.00 Disease, Each Employee $500,000.00 Disease, Policy Limit REMARKS: Non - cancelable, without 30 days prior written notice, except for non- payment of premium which will be a 10 day written notice. This certificate is issued as a matter of information only, is not a policy and of itself does not afford any insurance. Nothing contained in this c ertficate shall be constructed as extending coverage not afforded by the policy(ies) shown above or as affording insurance to any insured not named above. This provides coverage for Florida policyholders and Florida domiciled employees only. BY: _....3..s"---415ffve By Brett Stiegel, Administrator Debra Guidry, CPCU, U • erwriting Manager FRSA -SIF FRSA -SIF MIAMI -DADE COMITY TAX COLLECTOR 140 W. FLAGLER ST. 1st FLOOR MIAMI, FL 33130 LOCAL BUSINESS TAX RECEIPT 2012 NAM-DADE COUNTY = STATE OF FLORIDA EXPIRES SEPT. 30, 2012 MUST BE DISPLAYED AT PLACE OF BUSINESS PURSUANT TO COUNTY CODE CHAPTER 8A - ART. 9 & 10 2011 027333 -4 BUSINESS NAME! LOCATION RODMAN ROOFING INC 12151 SW 128 CT 33186 UNIN DADE COUNTY THIS IS NOT A SILL — DO NO I = RENEWAL OWNER RODMAN ROOFING INC Sec. Type of Business 196 SPECIALTY BUILDING TIES I8 MY A 'LOCAL USINESS DB O PERMIT T1 HOLI E„ TO VIOLATE ANY EXISTING REGULATORY OR ZONIN4':. LAWS -. OF THE COUNTY OR CITIES. NOR DUES IT EXEMPT T'NE' HOLDER FROM ANY OTHER. PERMIT OR moms FIEGIM-1;tt___LAIN. THIS IS NOT A ..ATION OF THE HOLDER'S OUAUICICA T1ONS. PMIAA E COUNTY TAX 07/05/2011 09010827001 000075.00 E SEE OTHER SIDE 1_. I MIAMI- -DADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST. 1st FLOOR MIAMI, R. 33130 108 CC FIRST- CLASS;. U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 23 RECEIPT NO. _ 027333 0- 00013368 WORKER /S CONTRACTOR 10 DO NOT FORWARD RODMAN ROOFING INC KAREN RODMAN PRES 12151 SW 128 CT B108 MIAMI FL 33186 I I,l,1, I I,,,1111,*,S1 2011 LOCAL BUSINESS TAX RECEIPT 2012 MIAMI -DADE COUNTY - STATE OF FLORIDA EXPIRES SEPT. 30, 2012 MUST BE DISPLAYED AT PLACE OF BUSINESS PURSUANT TO COUNTY CODE CHAPTER 8A - ART. 9 & 10 657813 -3 BUSINESS NAME 1 LOCATION RODMAN ROOFING INC 12151 SW 128 CT 33186 UNXN DADE COUNTY THIS IS NOT A DILL - DO ;107 P RENEWAL RECEIPT NO. 68487 7 -5 TATED+ CCCQ5 1 542 108 .S FIRST - CLASS U.S. POSTAGE MIAMI, FL PERMIT NO. 231 OWNER RODMAN ROOFING INC Sec, Type of Business 19SPECIALTY BUILDING CONTRACTOR 1T95 IS ONLY A LOCAL BUSINESS TAX RECEIPT. IT DOES NOT PENNY THE . <: HOLDER TO VIOLATE AM EXISTING O NING LAWS OF OR ZO COUNTY OR CITIES. NOR DOES IT EXEMPT THE HOLDER FROM ANY OTHER REQUIRED BY LAW. TN NOT A CER ICATI N4 CP THE HOLDERS OUALEICA- PAYMENT RECEWED MIAMI.OAOE COUNTY TAX CDLLECTO1 07/05/2011 09010819001 000075.00 SEE OTHER SIDE WORKER /S 10 DO NOT FORWARD RODMAN ROOFING INC KAREN RODMAN PRESIDENT 12151 SW 128 CT 108 MIAMI FL 33186 ,,,11,041 1 MIAMI -DADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST. 1st FLOOR MIAMI, FL 33130 2011 MUNICIPAL CONTRACTOR'S 2012 TAX RECEIPT MIAMI -DADS COUNTY - STATE OF FLORIDA PURSUANT TO COUNTY CODE SEC. 10-24 EXPIRES SEPT. 30, 2012 THIS IS ik3C —I A BILL — DO 00T FAA RECEIPT NO. 30-0273334 CC NO: 000013368 BUSINESS NAME ! LOCATION RODMAN ROOFING INC 12151 SW 128 CT OWNER : RODMAN ROOFING INC SEE BACK OF RECEIPT FOR A LIST OF NON - PARTICIPATING MUNICIPALITIES Receipt holder must register in the city where work is to be done. PAYMENT RECEIVED M AMbOADE COUMY TAX COLLECTO 07/18/2011 02280004001 000200.00 FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 RECEIPT HOLDER MAY DO BUSINESS AS A CONTRACTOR AS SPECIFIED HEREON. SPECIALTY BUILDING CONTRACTOR DO NOT FORWARD RODMAN ROOFING INC KAREN RODMAN PRES 12151 SW 128 CT #108 MIAMI FL 33186 I! III, 1hhII11111, LIIIIIIILII11111111 tit lit !111111 jl STATE OF FLORIDA. DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 RODMAN, KAREN S RODMAN ROOFING INC . 1151 MIAMI SW 128 CT UNIT 108 MIAMI Congratulations! With this License you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better For information about cur services, please log onto www.rldalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Departments initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We `"°onstantiy strive to serve you better so that you can serve your customers. Hank you for doing business in Florida, and congratulations on your new license! DETACH HERE (850) 487 -1395 rdittrzagaiAs BATCH NUMBER 7/14/2010 108.0-08317 ie ROOFING CONTRACTOR i aaied` below IS CERTIF: Under "-the provisions of aptiacr • Expiration date: AUG 314 . 2012 RODMAN, KAREN :S RODMAN ROOFING INC 1 12151 SW.12 -8 CT UNIT 10 MIAMI FL CHARLIE GRIST GOVERNOR SPL rASF2EQUIREL BY CTQB Constriction Trades Qualifying Board BUSINESS CERTIFICATE OF COMPETENCY 000013368 RODMAN ROOFING INC D.B.A.: RODMAN KAREN SUE Is certified under the provisions of Chapter 10 of Miami -Dade County VAL. VALKI FOR CO T 412 313oJ►z -124Awr Permit No: 12- Job Name: b�� Date: ,g--04z- Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ELECTRIC Critique Sheet ,----Zoiieevo, 6), 0,40'rge. /e 3/3.0/. �J 12.— IN I UL a 3E ` AC U 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. Review Complete by: Michael A. Devaney SR. Chief Electrical Inspector Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section A (General Information) Master Permit No. Process N Contractor's Name r •. dm rY1� Ak _ad .a Job Address 145 'v L ! Vl ce d IOC • 2- ROOF CATEGORY !°f Low Slope F Mechanically Fastened Tile i'9'` Mortar! 0 Asphaltic Shingles 0 Metal Panel/Shingles 0 Wood 0 Prescriptive BUR -RAS 150 ll��!! ROOFTYPE /V 0 G I5 vai7m 0 New Roof L`!I Re- Roofing Cl Recovering 0 Repair 0 Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 1-100 (Ljtl) 31 b0 (30) 35D0 (35 0 Section B (Roof Plan} Sketch Roof Plan: illustrate all levels and sections, roof drains, scuppers, ove overflow drains. Include dimensions of sections and levels, clearly identify dim pressure zones and location of parapets. ■811w•111181i1i 1111ww11w #111# E81linE1111111 11111111111■ =111 8111i88111EiwE1 11111111•1 #1111 18111111w#wwiw8 8111w1w11111w11 ■811111Q111111 1111#111181w1w1 1111!1#111111111 1111w11111w1w111 11188#111w111w11 ■11111111181188 111181181 #11111 111811•111C1w111 1111111181181111 1111E1E1!l8Ew181 111111111811w1i18 1 #11188118ww111i UM EMIR RI NI ITU' 88881118118118 11111818wile M to 111#1111111111 111111 1111111 1111111•1 ■1811•111f118w1 818181188111111. 111111111111111111111111511111111111 ■■11118111111111 ■11111881111111 118111111111111 ■81811111111118 1 # #li #11111111#1■ ■88111181818811 /111111118111#1 8181111888811188E 11Ew1w11w111111 ■81w1111181MEI 111111111111118 34 ZS 111.1111•1111111111111MEDMINIEWNIMIIMIDIDIEWIIMISIM . 111k81lIR18w111! 1+.E1L8 ?EIg1i11YLi11 111118;:E1w11 1;11111! 11117 1Siilwlll111111/ 1w11w11111Ei ■11111111111 #•18111#1111 1#111111[1181 MINIM 1#111111111111 111•11#1111;1 MERBMINIIIIME 1wi11188111i 181111811118 118111181111 81811111188■ MINN 118181.1 #1111 1!1.111111 #111 21111111101111111111 ■811111111■ ■1111111181 11111181111 t��ii1i1llslN11 ■8811111181 1111!1 =111th 1w8#111i811 ran 5Z 1 q �Z3 8 - 1 –SELECT PARAPET WALL COPING hilk.iERIAL– 1 Section C "De111-4-14:rr-,,; Exce-fie.nce Fr Di- Miami-Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form Section C page (Low Slope Roof Systems) FM in tin sp7t7,1ffc mof pr.,gembly csmpr,...7e77.ts. Km s,7:77.7.tnern!7,4, r-Trffe,7-47.1.7 WE) in gia few -N,m, ROOF SYSTEM MANUFACTURER: Product Approval (NOA) V7i2ii 0q System Type Wind Uplift Pressures, From RAS 128 or Seated Calculations: Psf (P1) Field: (P2) Perimeters: (P3) Comers: 1-s .(o -124.3 Psf psf Maximum Design Pressure From NOA: Roof Slope: ° : 12 Roof Mean Height Parapet Wails: 'No 0 Yes Parapet wall Height Psf it. Deck Type: 5/53, .2 1,44 Support Spacing:r olc Alternate Deck Type: I I 1r, to Sheck-1-hirt.5 I Existing Root Fire Barrier: Vapor Eiarder Anchor Sheet Anchor Sheet Fastener Bonding Material: t•))P Insulation Base Layer Size & Thickness: Iv InsuMon Base Layer Fastener / Bonding Material: bleu Top Layer Size & Thickness: I PIO Insulation Top Layer Fastener! Bonding Material: Base Sheet(s) & No. of Ply(s): k Base Sheet Fastener! Bonding Material: 17.inCar P hi" t)as Ply Sheet(s) No. of Ply(s): 2Pie s Gr Pty Ply Sheet Fastener / Bonding Material: pha 1 1 ft. Top Ply: GAf SocCutetk Cap SM.f Top Ply Fastening/ Bonding Mater vInoAk Surfacing: l•) P SINGLE PLY MEMBRANE: Single Ply liatanufacturer / Type: Single Ply Sheet Width: No. of Single Ply 1/2 sheets: ° 112 Sheet Width: 1111 Single Ply Membrane Fastening Bonding Material: El FASTENER SPACING FOR BASESHEET A'TTACHMENT El SINGLE PLY MEMBRANE ATTACHMENT 1. Field: q 2. Perimeter: " olc @ Laps & FJ ° @ Laps & TOWS rows " o/c 3. Comer °WC@ LaPs & rows el ° " olc NUMBER OF FASTENERS PER INSULATION BOARD: 1. Field: El 2. Perimeter: ri 3. Comer: 1-1 Insulation Fastener Type : WOOD NAILER TYPE AND SIZE: Wood Nailer Fastener Type and Spacing: EDGE & COPING METAL SIZES: Edge Metal Edge Size: a Hook strip size: –SELECT EDGE METAL HOOK STRIP SIZE– Edge Metal Attachment Coping tviekrial: Coping Size: Li –SELECT COPING METAL SIZE oRi-HICKNESS- Hook Strip Size: -SELECT COPING METAL HOOK STRIP SIZE- Parapet Coping Metal Attachment Section C2d Nfami Dade County Bolding Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Terminations /Stripping/Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing, 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. I P1u Gar Cap Seei 41 '1 r 13 3X3 09 Ply Ply hi � P1•� GAv. qo 6cse_ P,cfn "Pap-y neede 5Is PILiu ced el- 1i- "1" Parapet Wall Height 1 tt, Mean Roof Height t rt. Tilc Roof System "Deliver Excellence Every D ,n Miami -Dade County Building Department Electronic Application Section D Sloped System Description Tile Roof System Roof System Manufacturer: ' i `i 7 e._ c3 ra.. Nom of Acceptance Number (ROA): / ! -b y! q O Q Minimum Design Wind Pressures, if Applicable (from RAS 127 or Calculations): P9: P 2: P 3: Maximum Design Wind Pressures, (From the NOA Specific system): jd.L/ 1 psf Fill in the specific roef essembli corm Fnents. if a component is not required, ineer l not epplicehle (n/a) in the tart hoar. Roof Slope: °/12° Roof Mean Height ft. Method of Tile Attachment Alternate Method of Tile Attachment per NOA: Drip Edge Size & Gauge: Drip Edge Material Type: Drip Edge Fastener Type: Coat v�_Yti Zfe.a LI Ma-11S Hook Strip/Cleat gauge or weight Seh3ct Ho©k strip — Deck Type: wocya Optional Insulation: Optional Nallable Substrate: Optional Naitable Substrate Attachment Basesheet Type: Ply 1STrfl O Fastener Type for Basesheet Attachment Tile Underiayment (Cap Sheet ) Type: 1121 1 AsTm c10 Tile Underlayment Attachment Method: Tile Profile: Miami-Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based tile systems, use Method 1. Compare the values for Mr with the values from W. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the the attachment method is acceptable. P1: P3: 011 x .4.1.061 1:1-051 - =1E2 k7OU = Mrl: f - Mg -Mg = Mrk = litir .1.1.111f111 NOA Mf (NOA Mf NOA Mf Method 3 "Uplift Based Tile Calculations Per RAS 127" For Uplift based the systems use Method 3. Compare 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 the attachment method is acceptable. PI: P2: P3: x x t 1 ........ 1 =[=-W: 1 1 1 •1 x cos 0: x cos 6: x cos 0: Fri: = Fr2: = Fr3: 1 1 Where to Obtain Information to complete tile calculations Where to Find Description ; Symbol 3 7. 7 -,A - ------ -,--,--...exeg.-,..na,-1—_..-.<,--_,-1—•,-e — ... --,---e-,=-.-, ._ _ ._.7,--..-=..a.- -,---,-,-4..g,.+zrza/sy-s=w75,4-s-=-• — ■am,-,: r- ! Table 1 RAS 127, or by an engineer analysts prepared, signed and sealed by a professional Design Pressure i Pi or P2 or P3 ' :: engineer based on ASCE 7. . 3 r 1 NOA P NOA P NOA P ; Mean Roof Height Job Site Roof Slope 3 Aerodynamic Multiplier Restoring Moment due to Gravity I 0 ..tob Site Product Approval (NOA) Attachment Resistance Required Moment Resistance ,. l Minimum Attachment Resistance i. : -,,--....,,,- ,-,,,u-r..nar-4-c-,- 1r1,••■••-,as•Ce• rw i • Mg Mf Product Approval (NOA) Product Approval (NOA) Mr Calculated Product Approval (NOA) Required Uplift Resistarice Fr Calculated Average Be Weight Tile Dimensions Product Approval (NOA) I = length - Product Approval (NOA) w = width ; • Miami Shores Viiiage 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. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, R 33138 Re: Owner's Name: F04-0 v I« )t 4',..Y Date: Property Address: 71/ 5- /V1e Roofing Permit Number: Dear Building Official: 1 V la bW&II certify that l am not required to retrofit the roof to wan connections of my building because: /The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Signature co- JOUl a 1)vicain Print Name State of Florida County of Dade The undersigned, being the first duly swum, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this 1 fe, day of '1 cw Notary Public, Sate of Florida at Large tat Willa My comm. whim O%.6. 2015 • W h e n the just valuation ofthe shuntne for mimosa ofad minion tarts to &nine , and the builifing was not construtted with FBC nor a 1994 SFBC. Then you must provide a ling aeon from a General Contractor twine Radio Waft connecflai Henbane ALIN AVM NM/ otnadda Et V= 4 Revised on 512112009 Miami -Dade My Home My Home Show Me: Property Information Search By: Select Item . 2 Text only 1'J Property Appraiser Tax Estimator Property Appraiser Tax Comparison Portability S.O.H. Calculator Summary Details: Folio No.: 11- 3206 -014 -2240 Property: 745 NE 96 ST Mailing Address: FOTOULA DURAN 745 NE 96 ST MIAMI FL 33138 -2519 Property Information: Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 3/2 Floors: 1 Living Units: 1 Ad' Sq Footage: 2,494 Lot Size: 11,500 SQ FT Year Built: 1978 $50,500/ $141,768 MIAMI SHORES SEC 3 Legal PB 10-37 LOTS 8 & 9 Description: BLK 69 LOT SIZE 100.00 $25,500/ $166,768 X 115.00 Assessment Information: Year: 2011 2010 Land Value: $138,621 $173,512 Building Value: $218,728 $219,988 Market Value: $357,349 $393,500 Assessed Value: $192,268 $189,427 Exemation Information: MEZMIMIll 2011 2010 Homestead: $25,000 $25,000 Taxing Authority: Exemption/ Taxable Exemption/ Taxable Value: Value: Taxable Value Information: Year: 2011 2010 Applied Applied Taxing Authority: Exemption/ Taxable Exemption/ Taxable Value: Value: Regional: $50,500/ $141,768 $50,500/ $138,927 County: $50,500/ $141,768 $50,500/ $138,927 City: $50,500/ $141,768 $50,500/ $138,927 School Board: $25,500/ $166,768 $25,500/ $163,927 Additional Information: rickrick here to see more information for this nmmunity navolonment Ilistrid ACTIVE TOOL: SELECT Page 1 of 2 MIAMIDADE M OM Aerial Photography - 2009 0 112ft My Home 1 Property Information 1 Property Taxes I My Neighborhood 1 Property Appraiser Home 'Using Our Site 1 Phone Directory 1 Privacy 1 Disclaimer If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site © 2002 Miami -Dade County. All rights reserved. Legend Property Boundary Selected Property 1 Street „"• Highway Miami - Dade County • Water http: / /gisims2. miamidade .gov /myhome /propmap.asp 3/26/2012 Miami -Dade My Home -- RedevelopmentAt a Zee Zone g land Use Development Boundary 4. Vain Assessments Environmental Considerations Page 2 of 2 http: / /gisims2. miamidade .gov /myhome /propmap.asp 3/26/2012 SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 84402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the conker:tot The owner's initial in the designated space indicates that the item has been explained. I�;I 1. �� Aesthetics- Workmanship: the workmanship provisions of Section R4402 are for the purpose of pmviding that the roof system meets the wind resistance and water instruction 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 ag between the owner and the contractor. • 2. Reneging wood decks: When replacing roofing, the existing wood roof deck may have to be + in =affiance with the current provisions of Section R4403. (The roof deck is usually concealed prior to re: ' the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring ''(i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofng contractor and/or owners • + notify the occupants of adjacent units of rooting to be perform. �>1 4. / Exposed Ceru`mg: Expo, open beam ceilings are where the underside of the roof decking can be"- -+ from below. The owner may wish to maintain the architectural appearance; therefore, roofing mall penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the ap. 5. 1 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. Pounding can be an indication of structural ctistress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the rooting system is removed. Pouncfmg conditions should be corrected. Overflow scuppers (wrath orbs): It is required that rainwater Rows off so that the roof is not overloaded from a buildup of water. Perimetedecige wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in acco + nce with the requirements of Sections R4402, R4403 and R4413. •I4 7. l Ventilation: Most roof structures should have some ability to vent natural airflow through the - • of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced It may be beneficial to consider additional venting which can result in extending the service life of the roof. 7 ) �r7 _ ■OwnedAgent's Signature Date Contractor "y Revised on 7/9/2009 ID BUILDING CODE COMPLIANCE OFFICE (BCCO) - .PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA} GAF material. Corporation 1361 Alpo Road Wayne, NJ 07470 MIAMI-DADE COUNTY, FLORIDA METRO DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375- 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 acted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the Hlgh Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAIL` Conventional Built-Up Roof System for Wood Decks. LABEJ,ING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved, unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Klause ofthis 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 ofthis 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 pages 1 throjgh 19. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 07 1219.09 Expiration Date 11/W13 Approval Date: 03/20/08 Page 1 of 19 ROOFING SYSTEM APPROVAL Camay: Sub- Catesoxv: Deck Tyne; Maximum Design Pressure Roofing BUR Wood -75 psi TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Leak Busterrm MatrixTM 307 Premium Asphalt Primer GAF Mineral ShiekiTM Granules Leak Buster TM Matc'ixTM 305 Fibered Asphalt Emulsion Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating LeakBusterTM MatrixTM 322 Elastomeric Roof Coating LeakBusterTM MatrixTM Select Asphalt Emulsion Fibered 306 Leak Buster= MatrixTM 204 Wet/Dry Roof Cement • RUBEROIDD Modified Bitumen Flashing Cement pensions 3, 5, 55 gallons Test Product Piniffia&A Description ASTM D41 60 & 100 lb. bags ASTM D 1863 5 gallons ASTM 1227 Asphalt concrete primer used to promote adhesion of asphalt in built-up roofing. . Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral ShieldTM Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. 1, 5 gallons ASTM 1) /824 Fibered aluminum coating. 55 gallons 55 gallons 1, 5 gallons LeakBusterTM MatrixlM 5 gallons 201 Premium SBS Flashing Cement GAFGLASS #75 Elastomeric roof coaling. Asphalt emulsion f tiered. ASTM D -4586 Refined asphalt blended with a mineral ASTM D-3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM D 4586 Fiber reinforced, polymer modified Flashing cement ASTM D 4586 Asphalt flashing Cement 3937" (1 meter) ASTM D 4601 Asphalt impregnated and coated glass mat wide base sheet. NOA No.: 07- 1219.09 Expiration Date 11104/13 Approval Date: 03/20/08 Page 2 of 19 Product GAFGLASe #80 ULTiMAT"d Base Sheet GAFGLASe Flex P1ymi 6 GAFGLAS® Ply 4 GAFQLAS! Kimmel Surfaced Cap Sheet GAFGLAS® EnergyCapTM' Mineral Surfaced Cap Sheet • GAFGLAS® STRATAVENT® Eliminatorna Perforated -GAFGLAS® Flashing GAFGLAS® STRATAVENT® EliminatorTM Nailable RUBEROID® SBS Heat- We1dTM Smooth RUBEROID® SBS Heat- WeldTM Granule RUBEROID® SBS Imot We1d'h 170 FR RUBEROID® SBS Heat We1dTM PLUS RUBEROID ® SBS HeatWeldT PLUS FR RUBEROID® SBS Beat WeIdTd 25 RUBEROID® Modified Base Sheet Dimensions 3937" (1 meter) wide 39.37" (1 meter) wide 3937" (1 meter) wide 39.37" (1 meter) wide 3937" (1 meter) wide 3937" (1 meter) wide Various 39.37" (1 meter) wide 1 meter (3937") wide 1 meter (39.37") • wide 1 meter (39.37") wide 1 meter (3937") wide 1 meter (3937") wide 1 meter (3937") wide 3937" (1 meter) wide Test _ $cation ASTM D4601 ASTM D 2178 ASTM D 2178 ASTM D 3909 ASTM D 3909 ASTM D 4897 D 3672 ASTM D 4897 D 3672 ASTM 0 -6164 ASTIi i D -6164 ASTM 0-6164 ASTM D -6164 ASTM 0-6164 ASTM D -6164 ASTM 04601, Type II, UL Type G2 BUR Product Description, Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules with factory applied layer of TOPCOAT®EnergyCoteTM. Fiberglass base sheet impregnated and coated on both sides with Wit. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non-Woven Polyester matcoated with polymer modified asphalt and surfed with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non-Woven Polyester mat coated with polymer- modified asphalt and smooth sur%ed. Premium glass fiber reinforced SBS modified base sheet NOA No.: 07- 1219.09 won Data 1113 Approval Dates Page of 19 Deck Type 1: Deck Description: system Type E: Wood, Non - insulated - "!3" or greater plywood or wood plank desks Bee shy mechanically fastened..' All General and System Limitations shall apply. Fire Barrier FireOutru Fire Barrier Coating, VersaShield®Non-Asphaltic Fibergle Based (optional) Underlayment or SecuroekTM. Base sheet GAFGLAS®#80 ULTTMATM Base Sheet, STRATAVENT® EllminatorTh Nailable RUBERO1D® Modified Base Sheet, RUBEROID® 20, RUEEROIDe fleitt-Wekilm Smooth or RUBEROID® HeWeidTM 25 base sheet mechanically fns erred to deck as described below; listening Options: GA FGLAS® Ply 4, GAFGLAS® Flex PlyTM 6, GAFGL.AS® 875 Base Sheet or n of above Base sheets attached to deck with approved annular ring shank aaii s 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. alliednuon Design Pressure -45 psi; ,See General Limitation n #7) GAFGLAS® Ply 4, G a ®Flex PIylm 6, GAFGLAS ®#75 Base She or any of above Base sheets attached to deck with Drill -Teem 812 standard, 814 or 15 Screws and 3" Drii TecTM steel plate or Drill-Teem AccuTrac Places, 12"o .c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12 "'o.c in the field of the sheet akkiximum Design Pressure - 45psf; See General Limitation ernte-FrEPTy-T:K.TAFGLAS4' 875 Base Sheet or anabove of Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c at the 4" lap staggered and in two rows 9" ce.c. in the hell. i (1ine. 'ia Design Pressure 52.5 Genend Limitation 87) GA1 GI, AS. #8OULTiMATM, RUBEROID ®20, RUBEROID®Mop Smooth, based sheet attached to deck with approved l %a" annular ring shank nab and inverted 3" steel plate at 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. (Maximum Design Pressure _6©psf, See General Limitadion #7) GAEGLAS® 875 Base Sheet or any of above Base sheets attached to deck with Drill Teem #12 standard, 814 or # 15 Screws and 3" Drill -Team stems plate er Drill -Team AccuTrac Plates, 12" o.o. in 4 rows. One row is in the 2" side 1a . The ether rows are equally spaced approximately 9" o.c. in the field of the sheet. (Ma imuta 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 Teem insulation plates at a fastener spacing of 9" o.c. at the 4" tap staggered in two rows 9" in the field. (Maximum Design Procure -d0 ps(; See General Limitation #7) NOA Ne.: 07- 121109 Expiration Date: 1710113 Approval Date: 03!2M18 - Page 17o1 19 GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Dri 1-Tedrag #12 standard, #14 or# 15 Screws and 3" Drill -Tec"h steel plate or ' Teed AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure-75 psf, See General Lbnitation #7} Shim or more piieS of GAFGLAS® PLY 4, '#80 ULTIMA, RUBEROID® MOP or RUBEROID® 20 adhered in a fall mopping of approved asphalt appied within the EVT range and at arate of 20-40 lbsisq. Cap Sheet (• oral) One ply of GAFGLAS® Mi neral Surfaced. Cap Sheet or G 1 LAS ®Energycarg Mineral Surfaced Cap Sheet adhered in a full moiling of approved asphalt applied within the EVT range and at a rate of 40-40 lbssq. Surfacing: (mil, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 4001bs./sq. and 3001b s./sq. respectively in a flood coat of approved asphalt at 60 lbslsq. or applied in a flood coat of Leak Busterm MatrixTM 103 Cold Process Adhesive applied at a rate of 3 galisq. 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 Ibsisq. 3. Leak Busterm MatrixTM 303 Premium Fibered Aluminum Roof Coming, at 1.5 gal./sq. 4. Leak Buster= MairixTM 715 , Leak BusterT' MatrixT ' 322, TOPCOAT® MB+, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal./sq. 5. Leak Buster's MairixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 galfsq. 6. TOPCOAT® Surface Seal, TOPCOAT® Fireshield® SB Solvent based Elastomeric Roofing Membrane applied at ito• 1.5 galisq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Mshhnum Design Pressure: See (Fastening Above NIOA 1 .: 07=121949 Explration Date 11/04113 Approval Date 03/20.109 Page 18 of 19 WOOD DECK SYSTEM LTATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet 2. Minimum 'As." Dens Deckl or 'la" The X gypsum board is acmptable to be installed directly over the wood deck. GElYERAL LIMITATIONS: 1. Fire classification is not of this acceptance," refer to a current Approved Roofing Materials Directory for fire rating of this pro t. I _ 2. Insulation may be installed in multiple layers. The first layer shalt 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 VT range and at a rate of 20-40 lbs sq., or mechanically attached using the fastening pattern of the to layer 3. All standard panel sizes a acceptable for mechanical attachment. When applied in approved asphalfi, panel size shall be 4' x 4' *mum. 4. An overlay and/or recovey 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 ventilation. Encircling of the strips is not acoaptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shat be at a minimum rate of 12 Ibssq. Note: Spot ached systems shall, be limited to a maximum design pressure of -45 psL 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in complian with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 Ibf. jsulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less titan that required, as determined by the Building Official, a revised fastener spacing,' prepared, signed and Baled by a Florida Registered Bngineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utili7.e the withdrawal resistance value taken frog r Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure 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 Engines, Registesed Architect, or'Registercd Roof Consultant (When this limitation is sperm referred within this NOA, General Limitation #9 will not be applicable.) 8. All .attachment and sizing f perr milers, Metal profile, andlor flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed p sure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and comers). (When this limitation is specifically referred within this NOA, General Limitation 117 will not be applicable.) 10.. All products listed herein lhall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. END OF THIS; ACCEPTANCE NOA No.: 07-1219.09 Expiration Date 11/04113 Approval Date 03/20/08 fi Page 19 of 19 246 ROOF- - COVERING MATERIALS (TEVT) Roofing Systems (TGFU)— Continued "EnergyGuard RA" or `Tapered EnergyGuard RA" or "EnergyGuard Com- posite RA" maybe substituted for any Atlas polyisocyanurate insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". "GAFGLAS #S0 Premium lase Sheer mav:be used in any of the following sgsiritiz.' "GAFGf:AS Flex Ply 6" and "Fri- -Ply Ultra Flexible Ply 6" are suitable alternates to ' GAFGLAS Ply 6 ". GAFIEMP Permalite Recover Board" 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 Rooms AsP t" may be surfaced with "F eshield MB" at 21/2 to 3 -gal /100 -ft=. "Ruberoid Dual Smooth" may be used as an alternate to "Ruberoid Mop Smooth" or "Ruberoid 20" Class A, B and C Hot t roofing asphalt 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 Inds ee 3 Insulation (Optional): One or more layers perlite or wood fiber or glass fiber or polyimcy anurate or urethane or perlite/polyisocyanurate com- posite or perlite /urethane composite or wood fiber /polyisocyanurate composite or phenolic, any thickness. Ply Sheet Three or more plies Type Gi or "GAFGLAS Ply 4" or "Tri-Ply Ply 4" or "GAFGLAS Ply 6" hot mopped. Surfacing: Gravel 2. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate com- posite or Ferlite /urethane composite or wood fiber /polyisocyanurate composite or phenolic, any thickness. Ply Sheet; Three or more plies Type G1 or "GAFGLAS Ply4" or "Tri-Ply Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet One ply Type G3 GAFGLAS MMmeral Surfaced Cap Sheet" or "Tri-Ply Mineral Surfaced Cap Sheet'. 3. Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood filter, glass fiber, polyisocyanurate, urethane, perlite/polyisocyanurate composite, perlite /urethane composite, wood fiber/polyisocyanurate composite, phenolic, 2-in. maximum. Ply Sheet Two or more plies Type G1 "GAFGLAS Ply 4 " or "Tri-Ply Ply 4 ", "GAFGLAS Ply 6". Cap Sheet: One ply Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "Tri-Ply Mineral Surfaced Cap Sheer. 4. Deck: C-15/M. lnclune:1' Sirp Sheet ( Optional): Red rosin paper, nailed to deck Base Sheet One ply Type M. ` GAFGLAS #Td Base Sheer or "Bi -Ply #75 Base Sheet" (may be nailed) Ply Sheet One or moreplies Type G1 "GAFGLAS Ply 4" or `Tri -Ply Ply 4' or GAFGLAS Ply 6 ". Cap Sheet : One ply Type G3 GAFGUS h inemi,Surfased Cap Sheet" or "Tri-Ply Mineral Surfaced Cap Sheer. 5. Dedc NC Incline: 3 Base Sheet One ply Type G2 "GAFGLAS #75 Base Sheet" or "Tri-Ply Base Sheer. Ply Sheet One or more plies Type GI "GAFGLAS Ply 4" or "Tri-Ply Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet ; One ply Type G3 GAFGLAS Mineral Surfaced Cap Sheet" or "Tri-Ply Mineral Surfaced Cap Sheet". 6. Deck C -15/32 Indinr 2 Insulation: One or more layers perlite, glass fiber, polyisocyanurate, urethane, perlite /polyisocyanurate composite, perlite /urethane compos- ite, phenolic, 1.0 in. min (offset a minintuai of 6-in. from plywood deck its).' Base Sheet One or more plies Type G1 or Type G2 or Type G3. Membrane: One or more plies "Ruberoid Torch Smooth" or "Ruberoid Torch Granule" or "Ruberoid Torch Granule Plus" or "Ruberoid Mop Smooth" or "Ruberoid Mop Granule" or "Ruberoid Mop Plus Granule" or "RoofMatch SBS Modified Granular" or "Tri -Ply SBS Modified Bitumen Membrane" or "RoofMatch APP Modified: Granular" or "Tri-Ply TP-4G" or "Tri-Ply TP-4" or "Ruberoid Dual Smooth ". ROOF-COVERING MATERIAL Roofing Systems (TGPU) -% Cap Sheet Type G3 "GAFGLAS Mineral S Ply Mineral Surfaced Cap Sheer hot mop 7. ' Insulation (Optional): One or more layers fiber or polyisocyanurate or urethane or posite or perlite /urethane composite or composite or phenolic, any thickness. Base Sheet Two or more plies Type G2 t= Ply Sheet (Optional): One or more plies Membrane: One or more plies "Ruberoid Torch Granule" or "Ruberoid Torch Smooth" or or'Rnberoid Mop Granule or "g "RoofMatch SBS Modified Granular" or -. Membrane" or 'RoofMatch APP Modified .17 - or `Fri-Ply TP-4" or "Ruberoid Dual Smog : _' Cap Sheet Type G3 "GAFGLAS Miners: Ply Mineral Surfaced Cap Sheet" hot mo : 8. Deck NC Turf Insulation (Optional): Perlite or glass wood fiber or mechanically fastened, any IT Base Sheet One or more plies Type G or "Tri -Ply #75 Base Sheer. Ply Sheet One or more plies Type G1' 4" or "GAFGLAS Ply 6 ". Cap Sheet Type G3 "GAFGLAS M£- "Tri-Ply Mineral Surfaced Cap Sheer he Surfacing: "Fireshield MB" applied at 9. Deck: C -15/32 Insulation (Optional): One or more lase-_ _ r: fiber or polyisocyanurate or urethane or °_r- posite or perlite /urethane composite or composite or phenolic, any thickness. Ply Sheet Three or more plies Type G Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet "EnergyCap Mineral Surface: 10. Deck NC Insulation (Optional): One or more lavri fiber or polyisocyanurate or urethane or _ Pete or per /urethane: composite c_ composite or phenolic 2 -in. maximum, Ply Sheet Two or more plies Type G3 4" or "GAFGLAS Ply 6 ". Cap Sheet "EnergyCap Mineral Surfs U. Deck: NC Ins.,_ Base Sheet One ply Type G2 "GAFGL -. #75 Base Sheer. Ply Sheet: One or more plies Type Gl 4" or "GAFGLAS Ply 6 ". Cap Sheet "EnergyCap Mineral Sur& _- 12. Deck: C -15/32 Insulation One or more layers perlite rate or urethane or .perlite /poly isor __ — - . urethane composite or phenolic, 1: m sit minimum of 6-in. from plywood deck Base Sheet One or more plies Type G: Ply 4" or "GAFGLAS Ply 6" or Type G ""Tri-Ply #75 Base Sheet" or Type G3 'C Sheet" or "Fri -Ply Mineral Surfaced Ca- Membrane: One or more plies "Rube Torch Granule" or "Ruberoid Torch G;- Smooth' or "Ruberoid Mop Granule cs "RoofMatch SBS Modified Granular" er Membrane" or "RoofMatch APP Moth Fa or "Fri -Ply TP-4" or "Ruberoid Dual Cap Sheet "EnergyCap Mineral Surf,. z `_ 13. Deck: 045/32 La'- Insulation (Optional): One or more fiber or polyisocyanurate or urethane posite or perlite /urethane composite composite or phenolic, any thickness. Base Sheet Two or more plies T _ -- "Tri-Ply #75 Base Sheet", or Type G. Sheet" or "Tri-Ply Mineral Surfaced Ca: = =: _ Ply Sheet (Optional) : One or more _ * LOOK FOR THE UL MARK ON PRODUCT MIAMMD�ADE COJNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 MIAM1DADE COUNTY PRODUCT CONTROL SECTION 1 1805 SW 26 Stream, Room 208 Miami, Florida33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamdadearovNufld nl! 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 AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction 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 Bulling Code. DESCRIPTION: Polypro® A11160 LABELING: Bach 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 ofthis product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture atilt) 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 ofthis 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 NOA# 06- 0201.02 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigers NOA No.: 11 0124.04 Expiration Data 05/10/12 Approval Date: 04/14/11 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro® A11160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pare requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® All 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Polypro® AH160 N/A Foampro® RTF1000 N/A ProPack® 30 & 100 N/A T SpeeiRaxtious TAS101 Product Deserintion Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami-Dade County Product Control Aceephecl Roof Tile Assembly having a currant NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability CIosed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E96 ASTM D 2126 ASTM D 2856 Results 1.6 Ibsfft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change ® -40° F., 2 weeks +6.0% Volume Change ®158°F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 11-0124.04 Expiration Dater 05/10/12 Approval Data 04/14/11 Page 2 of 7 EVIDENCE SUBM TTED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier #94 -060 257818 -1PA 25- 7438 -3 25 -7438-4 25- 7438 -7 25 -7492 NB- 589 -631 9637 -92 01- 6743 -011 01- 6739- 062b[1] 7050.02.96 -1 528454 -2 -1 528454 -9 -1 528454-10 -1 520109 -1 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 520109 -2 -1 Test Name/Renort TAS 101 TAS 101 SSTD 11 -93 SSTD 11 -93 SSTD 11-93 ASTM D 1623 Date 04/08/94 12/16/96 10/25/95 11/02/95 12/12/95 02/01/94 ASTM E 108 04/30/93 ASTM E 108 ASTM E 84 TAS 114 11/16/94 01/16/95 03/14/96 TAS 101 10/23/98 TAS 101 12/28/98 TAS 101 03/02/99 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof the adhesive with their tile assemblies shail test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANIIII STICK, roof tile adhesive with their tile assemblies shail test in accordance with TAS 101 with section 10A as modified herein. F ,2 MS APPrOVED NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date 04,14111 Page 3 of 7 INSTALLATION: l.. Polypro® AH160 may be used with any roof tile assembly having a current NOA that Lists uplift resistance values with the use of Polypro® A11160. 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof the adhesive and its comments shall be installed in accordance with Roofing Application Standard RAS 120, and PoIyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per file as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight & Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight MMim. () Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat? Low, High Profiles #3 8 LABELING: All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. ! APFROY:::D NOA No.: 11-0124.04 Expiration Date: 05!10/12 Approval Date: 04/14111 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGIN. PATTY NOA No.: 11-0124.04 Expiration Date 05/10/12 Approval Date: 04/14/11 Page 5 of' 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY NOA No.: 11-0124.04 Expiration Date: 45/16/12 Approval Date: 44/14111 Page 6 of 7 ADHESIVE PLACEMENT DrrAU. 3 DOUBLE PATTY END OF THIS ACCEPTANCE NOA No.: 11-0124.04 Expiration Date: 05110/12 Approval Date: 04/14/11 Page 7 of 7 COT- BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Entegra Roof Tile, Inc. 1289 NE 9th Ave. Okeechobee, FL. 34972 MM%DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Stream Room 208 Miami, Florida 33175 -2474 T (786) 3152590 F (786) 3152599 www.odamidadodsovibuildina/ 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 AHJ (in arm other than Miami Dade County) reserve the right to have this product or material tested fir 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: Bermuda Concrete Flat Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture oft the product or process. Misuse ofthis 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 won 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 NOA # 10- 0518.01 and consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigera. j APPROVED NOA No 11- 0414.09 Expiration Date: 06/07/16 Approval Date: 05/26/11 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE This revises a roofing system using Entegra Flat Concrete Roof Tile, as manufactured Entegra Roof Tile Corporation 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. 2. PRODUCT DESCRIPTION Manufactured by - A an on�t Entegra Flat Tile Trim Pieces Dimensions I= 16" w =10" 1= varies w = varies varying thickness 2.1M A N[ 1 F A c T U R l f N G LOCATION 2.1.1. Okeechobee, FL. Test Syccif eafions TAS 112 2.2 EVIDENCE Su) MJT rED Test Agency Test Identifier Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc The Center for Applied Engineering, Inc. 7161 -03 Appendix III 94 -084 94060A 25-7094-2 TAS 112 Product Description Flat profile, interlocking, high pressure extruded concrete?rooftile equipped with two nail holes. For mechanical, mortar or adhesive set applit ataiuns. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report Static Uplift Testing PA 102 & PA 102(A) . Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 10I (Adhesive Set) Static Uplift Testing PA102 (4" Headlap, Nails, Direct Deck, New Construction) Date Dec. 1991 May 1994 March, 1994 Oct. 1994 NOA No. 11-0414.09 Expiration Date: 06!07/16 Approval Date: 6 /11 Page 2 of 6 The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Atlanta Testing & Engineering, inc. Professional Service industries, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engincers 25-7094-8 25-7094-5 25-7183-6 25-7183-5 25 -72141 25-7214-5 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 P0402 Project No. 307025 Test #MDC -77 81.894 R2.894 R3.894 395 - 40011 -1 520109-1 520111 -4 520191 -1 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations 13343.1 Static Uplift Testing PA 102 (4" Headlap, Nails, Battens) Static Uplift Testing PA102 (4" Headlap, Nails„ Direct Deck, Recover/Reroof) Static Uplift Testing PA102 (2 Quik-Drive Screws, Meet Deck) Static Uplift Testing PA102 (2 Qulk Drive Screws, Battens) Static Uplift Testing PA 102 (1 Qullc Drive Screw, Direct Deck) Static Uplift Testing PA 102 (1 Quik-Drive Screw, Battens) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail-On) Wmd Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain PA100 Physical Properties PA112 Physical Properties PA112 Static Uplift Testing PA 101 Static Uplift Testing PA101 Aerodynamic Multiplier 25-7094 25-7496 25 -7584 25-7804b-8 25- 7804 -4 & 5 25- 7848 -6 25 -7183 Restoring Moment, Mg Two Patty Adhesive Set System TAS112 Oct.1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Aug. 1994 Feb 2004 Dec. 1998 March 1999 March 2004 Feb 1996 April 1996 December 1996 March 1995 March 2004 April 1999 05/06/08 NOA No. 11-0414.09 Expiration Date: 06/07/16 Approval Date: 05/26/11 Page3of6 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or 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 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Entegra `Flat' Concrete Roof Tile and its components shall be installed in strict compliance with Miami Dade Counter Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations. Table 1: Average Weight (W) and Dimensions (ix w ) Tile Profile Weight-W (tbf) Length -I (ft) Width-w (ft) Entegra Flat Tile 9.7 1.33 .833 Table 2: Aerodynamic Multipliers - A. (fts) Tile Profile . (fts) Batten Aj3piication 2, (fts) Direct Deck Application .0205 Entegra Flat Tile 0.189 Table 3: Restoring Moments due to Gravitj - Ma (ft-lbf) Tile Profile 3 ":12" 4 ":12" 5 " :12" 6 ":12" Greater than 1":12" Entegra Flat Tile Battens Direct -: Deck I, Battens Direr Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 6.53 6.97 6.43 6.86 6.29 6.71 6.14 6.54 5.97 6.35 NOA No. 11-0414.09 Expiration Date: 06/07/16 Approval Date: 05/26/11 Page4of6 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -ibf) for Nail On Systems Tile Profile Fastener Type Direct Deck (min 15132" plywood) Direct Deck (min. 19132" Plywood) Battens Entegra Flat Tile 2 -10d Ring Shank Naffs 30.9 361 . 17.2 1 -10d Smooth or Sccrew Shank Nail 7.3 9.8 4.9 2-10d Smooth or Screw Shank Nails 1 14.0 18.8 ! 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 , 24.4 1 -10d Smooth or Sbrsw Shank Nail (Field Clip) _ 24.3 24.3 ' 24.2 1 -10d Smooth or Strew Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field {Clip) 35.5 35.5 ' 34.8 2 -10d Smooth or Screw Shank Marts (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails' J 50.3 j 65.5 ; 1 48.3 Installation with a 4" tile headlap and fasteners are locked a min. of 2W from head of tile. Table 5: Attachment Resistance Expressed as a Moment MI (ft -ibf) for Two Patty Adhesive Set Systems Tile Prolib Tile Application Minimum Attachment Resistance Entegra Flat Tile Adhesive 31.33 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average ;weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - fill, (ft -ibf) for Single Pattj Adhesive Set Systems Tile Profile Tile Appihetion Minimum Attachment R.sistance Entegra Fiat Tile - PotyPrem 118.94 polyPro . 40.4" 4 Large paddy placement of 45 grams of PolyProT". 5 Medium paddy placement of 24 grams of PolyProW. NOA No. 11-0414.09 Expiration Date: 06107/16 Approval Data 05/26/11 Pagesof6 5. LABELING: All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement "Miami Dade County Product Control Approved ". ENTEGRA FLAT TILE LABEL (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following. 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWING ENTEGRA "FLAT" CONCRETE ROOF TILE 16' -I 10' 16' FIELD TILE END OF THLS ACCEPTANCE �rFROVtu. NOA No. 11- 041t09 Expiration late: 06/07/16 Approval Date: 05/26/11 Page 6 of 6-