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RC-14-2175Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (30S) 795-2204 Fax: (305) 7S6-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC 21R'OOFING RECEIVED OCT 0 6 20% BY:s FBC 20 13 Master Permit No. l U r'Z I -D S Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING [:]MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF [:] CANCELLATION C1 SHOP CONTRACTOR DRAWINGS JOB ADDRESS: the Building Historkally Designated: Yes NO Occupancy Type: Load: Construction Type: I Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Mtleholder)4A,� \ �fye W e, Phone# city: ;f \ I � C State:_ Zip: Tenant/Lessee Name: Phone#: ��J� SV Email: ' e CONTRACTOR: Company Name: T� S Q S �TG1�i�i Phone#: Address: Civ: Qual State wl DESIGNER: Archltect/Engineer. Phone#: Address City: State : Zip: Value of Work for this Permit: $ 1 �: �� Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration ❑ New Jam( Repair/Replace ❑ Demolition Description of Work.%e& � C' Specify color of color thru tile: R.7 C r— V -10-V0 r' Submittal Fee $��' Permit Fee $ -95 CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ _ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ 5� d M Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Tip Zip Application is hereby made to obtain a permit to do the work and Installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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 OS TAIN FINANCING, CONSULT WITH YOUR LENDER OR AN AI 1ORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT."' Ai€9tirr to Appficant: As o condition to the issuance of a building permit with an estimated value exceeding $25W, the applicant must promise in good faith that a copy of the notice of commencement and construction Gen law brochure will be delivered to the person K117050 pmper4l is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job Sifp for the first inspection which occurs seven (7) days after the budding permit is issued In the absence of such posted notim the inspection wilt not be approved and a reinspection fee will ba char gE d. Si�t��auu�r OWNER GENT The foregoing instrumell1t1was acknowledged before me this �® day of (67C 20by 1 who Is personally to tie ur whu keas laruciuc�:�4 ,r. COI�PTRACTOR Tf foregoing irutrument s acknowledged7me this dof Yr by who Is personally known to mt-,.� dvkru ktay �aruclu� epi �� identification I identification and who did take an oath. NOT U o� 1`40taY Public State of Florida Daniel Perez PU RDC. &Wv �z„ Notary q; 0+iv Commission EE123821 Public State of Florida _. ? ' i iel Perez Expires 08/2112015 q NA Commiss on [E123829 Expires 08/21/2015 Pri Seal: Seal'. sstsssssssssssiissssssss�$trssssssssssssasssssssssssssssssgs8sssss$ssssssssssssssssssssssssssssssssssssss �� ` APPROVED 6Y Pians Wminer Zoning :ii: ■■mm®oo■ ■ENNOMM■ ■®ommor■ ■® Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: V C Product Approval Number: _ 0 C, Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1• -3$_P2• P3: LL�— Maximum Design Pressure p� Product Approval Specific System: Method of The Attachment: )ri 0,r Steep Sloped System Description Deck Type: Roof Slope: TYPe U 3 : 12 I . . 0000.. •. 0 .00r . Fastener Type & Spacing: 1 sn 0 0000.. Ridge Ventilation? 00 �r {� ,� ld • • • • • • cc . 0000 000 0000. Adhesive Type: 00000 0000 00:00' .. . 0000.. 0000.. ! 00 Type Cap Sheet: ` • • • • I �� •0000. . I }• 0000.. Roof Covering: • 0 v Mean Roof Height: Type & SIL Drips Edge: 1, � � l �I ,.. Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based the systems, choose either Method 1 or 2. Compare the values for M, with the values from Mt. If the Mr values are greater than or equal to the Mr values, for each area of the roof, then the the attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" 2 . (P,: x A 2�J - Mg: = Mr, Product Approval Mt (P2: x �,��_ - Ma: T �i = M� Product Approval Mt 2 / (P3: t . �, x a ti��_ ` -Mg:-: - "1=M,, Product Approval Mtn Method 2 "Simplified The Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval M, Mf Re uired Moment Resistance'* Mean Roof Height --lo- -►Roof Slope Roof 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 1 30.0 *Must be used In conjunction with a list of moment based the systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile 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 F, values, for each area of the roof, then • the tile attachment method Is acceptable. • • • • • (PI (P2: (P3: Method 3 "Uplift Based Tile Calculations Per RAS 127" • • • • • • • • • • • • x 1: x w:= ) - W: x cos 0: - = F,, Product AppjQftl f _1 x 1: = x w:= ) - W: x cos 0: - = F,2 Product Appmml F .... x 1: = x w:= ) - W: x cos 0: - = Fi3 Product ApprevallF • • • • • • 00.00• 0000 •• 0.000. 0000• 0000• •••0•• • 0000•• Where to Obtain information Description Symbol Where to find . Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared byPE basad on ASCE 7 Mean Roof Height H Job Site • Roof Slope B Job Site Aerodynamic Multiplier A Product Approval Restoring Moment due to Gravity Mo Product Approval Attachment Resistance K Product Approval Required Moment Resistance M, Calculated Minimum Attachment Resistance F Product Approval Required Uplift Resistance F, Calculated Average Tile Weight EZE Product Approval Tile Dimensions I - length w m width Product Approval All calculations must be submitted to the Building official at the time of permit application. •• 0.000. 0000• 0000• •••0•• • 0000•• MIAMaQADE ® MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida. 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 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 RER - 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. RER 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: Spanish `S' Nuevo Concrete 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 ng change in the applicable building code negatively affecting the performance of this product. : • •..... .. . ease . TERMINATION of this NOA will occur after the expiration date or if there has been a rettsloft br chantpoiti the • • • • : • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an enc%'rseWnt of any' product,:....: for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to �gmply wie 0 anY sections00 • of this NOA shall be cause for termination and removal of NOA.• .....* .... ..... . e go se go a 000000 ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, an fo�lowed by the expiration se date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall IR donenn its entiretl. • • • • • • goes e • . • • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturPor its distrib: t8fs and • • e • shall be available for inspection at the job site at the request of the Building Official. 0000 This NOA renews NOA No. 12-0308.19 and consists of pages 1 through 7. The submitted documentation was reviewed by Juan E. Collao, R.A. • 1.[Jrx NOA No.: 14-0408.06 MIAMFDAQECOl1N7Y Expiration Date: 05/20/19 Approval Date: 06/05/14 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category Roofing Sub -Category: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This approves a system using Spanish IS' Nuevo Concrete Roof Tile, as manufactured by Boral Roofing LLC in Lake Wales, FL., and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Spanish'S' Nuevo Tile L =17" TAS 112 High profile, interlocking, one-piece,'S' W=93 4" shaped, high-pressure extruded concrete H=2 27/32" roof tile equipped with three nail holes. For Min. 0.65" thick direct deck nail -on, mortar set or adhesive set applications. Trim Pieces L= varies TAS 112 Accessory trim, concrete roof pieces for use W = varies at hips, rakes, ridges and valley Varying thickness terminations. Manufactured for each tile profile. 2.1 MANUFACTURING LOCATION 1. Lake Wales, FL 2.2 SUBMITTED EVIDENCE: Test Agency Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. :0*0:0 0000:0 goo0 .. 0 0000 0 Test Identifier 0000.. Test Name/Repo �ct .. 0000.. ate 7161-03 •; • •M Static Uplift Testigg • • • • • I3a� 1991 • • • • Appendix III PA 102 & PA 102(AT •' • • 0466 ••••• 7161-03 Wind Tunnel Testin0P:::: 0 we.:1991 Appendix II PA 108 (Nail -Ong • • • • •• • • P0647-01 Wind Tunnel Test4ig ' • Aug. 1994 ; PA 108 (Mortar Set) • • • • • : 00 00 0 P0402 Withdrawal Resistance Testring@*of Seats 1993: • • • • screw vs. smooth shank nails • •' • 94-084 Static Uplift Testing May 1994 PA 101 (Mortar Set) 94-083 Static Uplift Testing April 1994 PA 101 (Adhesive Set) NOA No.: 14-0408.06 Expiration Date:. 05/20/19 Approval Date: 06/05/14 Page 2 of 7 2.2 SUBMITTED EVIDENCE: Test Agency Test Identifier Test Name/Report Date The Center for Applied 25-7183-4 Static Uplift Testing Feb. 1995 Engineering, Inc. PA 102 (2 Quik -Drive Screws, 0000•• 0000 Direct Deck) • The Center for Applied 25-7214-3 Static Uplift Testing March, 1995 Engineering, Inc. PA 102 (1 Quik -Drive Screw, 0000 0000 Direct Deck) Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 00000 PA 108 (Nail -On) The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering, Inc. Test #MDC -78 PA 100 •• • Nutting Engineering 13343.1 Physical Properties Feb 2009 0000•• • TAS 112 • • • Celotex Corporation Testing 520111-3 Static Uplift Testing Dec. 1998 Service 520191-2-1 PA 101 March 1999 Walker Engineering, Inc. Calculations Aerodynamic Multiplier Jan 2009 Walker Engineering, Inc. Evaluation Calculations 25-7094 February 1996 Walker Engineering, Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering, Inc. Evaluation Calculations 25-7584 December 1996 25-7804b-8 25-7804-4 & 5 25-7848-6 Walker Engineering, Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering, Inc. Calculations Two Patty Adhesive Set System April 1999 Walker Engineering, Inc. Evaluation Calculations Restoring Moment Due to Gravity Jan 2009 Walker Engineering, Inc. Calculations Aerodynamic Multiplier 09/01/10 Restoring Moment Due to Gravity 09/02/10 American Test Lab of South RT0130.01-14 TAS 112 02/05/14 Florida RT0426.01-14 TAS 112 05/02/14 :0 0 0 : •000. i 0 • • • 0000•• •• • 0000 • 0000•• 0000 0000•• • 0000•• • • • 0000 0000 • • 0000 •00• 00000 0000•• •••• 06•00 •• •• •• • •000•• • 0000•• • • • • • • • • • • 000000 •0000• • • • • • • • • 0000•• NOA No.: 14-0408.06 MIAMkDLLDeCouNTY Expiration Date: 05/20/19 P R Approval Date: 06/05%14 Page 3 of 7 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 shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater 3.8 All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. 4. INSTALLATION 4.1 Spanish `S' Nuevo Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w) Tile Profile Weight -W (lbf) Length -I (ft) Width -w (ft) Spanish `S' Nuevo Tile 8.95 1.417 0.8125 Table 2: Aerodynamic Multipliers - X (ft3) Tile I (ft) X( Profile Batten Application Direct eck Apply lion 6:'L2..* •'•'• 7:014Z or grey •• Spanish 'S' Nuevo Tile 0.215 4.233 • •• Table 3: Restoring Moments due to Gravity - M® (ft-Ibf)••'• • Tile"" 2:12 3:12 ', 4:12 6:12 6:'L2..* •'•'• 7:014Z or grey Profile Spanish Battens Direct Battens irect fattens Direct Battens Direct Battens,.A�wt Batteps Direct 'S' Nuevo Deck jDeck ' Deck Deck : CTe4k . Dec4c. Tile 5.36 6.00 5.30 $.93 5.21 1 5.83 5.09 5.70 4.96 • b6 5.39 NOA No.: 14-0408.06 rrwrnau►vetou�vrr Expiration Date: 05/20/19 JAPPROVED1 Approval Date: 06/05/14 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) For Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Spanish 'S' Nuevo Tile 2-10d Ring Shank Nails 28.6 41.2 19.4 1-10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2-10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 - #8 Screw 20.7 20.7 18.1 2 - #8 Screws 43.2 43.2 29.8 1-10d Smooth or Screw Shank Nail Field Clip) 23.1 23.1 19.0 1-10d Smooth or Screw Shank Nail Eave Clip) 29.3 29.3 24.0 2-10d Smooth or Screw Shank Nails Field Clip) 27.6 27.6 38.6 2-10d Smooth or Screw Shank Nails Eave Clip) 38.1 38.1 41.8 2-10d Ring Shank Nails 33.1 1 48.1 45.2 1 Installation with a 4" the headlap and fasteners are located a min. of 2'/" from head of tile. Table 6: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Min mum A achent Profile Spanish 'S' Nuevo Tile Resistance Spanish 'S' Nuevo Tile Adhesive 4 Large paddy placement of 29.3 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 10.7 grams. • • 3M TM 2 -Component Foam Roof Tile Adhesive AH -160 Average weight per a 8 gram §. • • • • • • Table 6: Attachment Resistance Expressed as a Moment - Mf•Wl®f) •••• ••• for Single Patty Adhesive Set Systems 06.666 "000 .. . Tile Tile Application 'QILil�fhum AttSCnment.,,• Profile ••:••:Resistauaae ..:.. see• Spanish 'S' Nuevo Tile 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 66. W, 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 3$.7 4 Large paddy placement of 63 grams of 3MTm2-Component Foam Roof Tile Adhesive AM -160s • • 5 Medium paddy placement of 24 grams of 3MTm 2 -Component Foam Roof Tile Adhesive RFI -160. ;"' • NOA No.: 14-0408.06 MIAMIOADER2LMUZ Expiration Date: 05/20/19 "' • ' Approval Date: 06/05/14 Page 5 of 7 Table 7: Attachment Resistance Expressed as a Moment- Mf(ft-lbf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Spanish 'S' Nuevo Tile Mortar Set 24.5 6 Tile-Tite Roof Tile Mortar. 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". BORAL ROOFING LLC SPANISH `S' NUEVO CONCRETE ROOF TILE (LAKE WALES, FL.) (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 the Building Official or applicable building code in order to properly evaluate the installation of this system. : • • • ; • • 0000.• 6.9906 0000 0000 •098•• • • 0000•• ease 0006 •90• •• • •008.0 • ••e• • 0000 0008•• see* •• • • •80.0• 00.00 • 0000• •••s•• • • • 8800•• •0000• • NOA No:: 140408.06 M44Maw� COUNTY Expiration Date: 05/20/19'. ' Approval Date: 06/05/14 Page 6 of 7 Fastener Hole PROFILE DRAWINGS y � If NOA Noi:4444.U8.06 MiAMt•wu�Ecou TY Ezpiration,Date: 05/24/1•' APPROVE'I Approval Date: 06/05/t4 Page 7 of 7 ...... .... ...... SPANISH `S' NUEVO CONCRETE ROOF TILE • • •... • END OF THIS ACCEPTANCE • • • • • • • • • • • • • •' 0000 NOA Noi:4444.U8.06 MiAMt•wu�Ecou TY Ezpiration,Date: 05/24/1•' APPROVE'I Approval Date: 06/05/t4 Page 7 of 7 MIAMI�LADE MIAMI -DARE COUNTY LLL'i1YI PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Boral Roofing LLC. 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 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 RER - 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. RER 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: BORAL TileSeal 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 beaumchange 609006 in the applicable building code negatively affecting the performance of this product. 0. 0 0 • 666669 9669 6666.. TERMINATION of this NOA will occur after the expiration date or if there has been a rati sit or change in the 6666.. materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endtneftlent ofp5sp �oduct,• • for sales, advertising or any other purposes shall automatically terminate this NOA. Failure td tbmply with*&y sectivit 0 .• • 6990 6666. of this NOA shall be cause for termination and removal of NOA.696:0• •• •• •• 6 •6999• ADVERTISEMENT: The NOA number preceded by the words Miami -Dade Cou- 0 I orid4, ar% folloNye by the expiration date may be displayed in advertising literature. If any portion of the NOA is Mlg 3ra' ed, then it shall be done in its entirety. :0 9999 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 revises NOA# 12-1219.01 and consists of pages 1 through 4. The submitted documentation was reviewed by Juan E. Collao, R.A. NOA No.: 13-1113.05 Mu►MMt�e►becOtlnrnr Expiration Date: 07/31/17 �' '(r4 Approval Date: 03/13/14 Page 1 of 4 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Underlayment Material: SBS PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description BORAL TileSeal 36" x 36' rolls TAS 103 SBS self -adhering asphalt sheet material with a 36" x 72' rolls ASTM D 1970 white glass re -enforced polyester surfacing fabric; for use as an underlayment in sloped roof assemblies. MANUFACTURING LOCATION: 1. Brentwood, NH EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Underwriters Laboratories, Inc. R14610 Follow up Service 03/28/02 IRT-Arcon, Inc. 02-012 TAS 103 02/28/02 PRI Asphalt Technologies, Inc. NEI -006-02-01 TAS 103 04/01/02 PRI Asphalt Technologies, Inc. NEI -008-02-01 TAS 114 (II) 07/30/02 PRI Construction Materials NEI -045-02-01 ASTM D 4798 & ASTM G 155 08/08/07 Technologies, LLC. NEI -053-02-01 ASTM D 4798 & ASTM G 155 05/01/08 NEI -076-02-01 TAS 103 / ASTM D4798 02414/11 NEI -034-02-02 ASTM D 1970 :' V1ry29/13 0000.. .. 0000 0000.. 0000 0000% 0000.. 0000.. 0000 0000 . . 0000 0000 0000. 0000.. 0000 0000. .. .. .. . 0000.. 0000.. . . . . 0006% 0000.. . . 666000 0 0 NOA No.: 13-1113.05 MiAhiFt�wa :0UNTY Expiration Date: 07/31/17, ' Approval Date: 03/13/14 Page 2 of 4 APPROVED ASSEMBLIES: Deck Type 1: Wood, non -insulated Deck Description: L5/32" or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened deck, membrane adhered. Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4" head lap and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. Membrane: One or more plies of BORAL TileSeal Underlayment with a minimum 3" head lap and minimum 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the roof with BORAL TileSeal Underlayment is acceptable. All end laps and laps without black selvage area shall be sealed under lap using an SBS modified mastic. Note: When used in Tile roof systems BORAL TileSeal Underlayment shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 6" o.c. at the side laps. No nails or tin caps shall be exposed. Surfacing: Approved for Approved Adhesive Set Roof Tile Systems, Mechanically Fastened Roof Tile, Metal Roofing, Wood Shake & Shingles, and Asphaltic Shingle assemblies. .080.0 NOA No.: 13-1113.05 Mu�rtanaQeC�Nnr Expiration Date: 0.7131/17, Approval Date: 03/13/14 Page 3 of 4 0 000080 .. 0 0000 0000000000 •00000 0000.. 0000.. 0000 0000 . . 0000 0000 000. . 0 •00000 .000 00000. 00 88 88 8 0000.. :06:6: 0000.. :009*: 00 0 0000 0 0 NOA No.: 13-1113.05 Mu�rtanaQeC�Nnr Expiration Date: 0.7131/17, Approval Date: 03/13/14 Page 3 of 4 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofmg applications. Minimum deck requirements shall be in compliance with applicable building code. BORAL TileSeal underlayment shall be installed in strict compliance with applicable Building Code. 3. BORAL TileSeal underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities. 4. BORAL TileSeal underlayment shall not be applied over an existing roof membrane as a recover, but may be applied over a roofmg Base/Anchor sheet underlayment. 5. BORAL TileSeal underlayment shall not be left exposed as a temporary roof for longer than 180 days of application. 6. The standard maximum roof pitch for BORAL TileSeal underlayment shall be 6:12 when tiles are loaded directly to the BORAL TileSeal underlayment; loading boards or battens are required on roof pitches greater than 6:12". 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofmg products. 8. Tiles shall be stored on battens on roof pitches greater than 6:12". 9. BORAL TileSeal underlayment may be used with any approved roof covering Notice of Acceptance listing BORAL TileSeal underlayment as a component part of an assembly in the Notice of Acceptance. If BORAL TileSeal underlayment is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 10. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 11. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. For ridge applications, center the membrane and roll from the center outward in both directions. 12. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to overlap areas. 0 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current rfddddt Contrpj.. Notice of Acceptance and applicable Building Code. 0 0000 • 14. All protrusions or drains shall be initially taped with a 6" piece of underlayment. This'fa%U piece stUl be prested• • • in place and formed around the protrusion to ensure a tight fit. A second layer of BO'' 90890 ileSea0000 'nderlay .. shall be applied over the underlayment, and sealed using an SBS modified mastic. 000000 • 000 0 • 00000 15. All products listed herein shall have a quality assurance audit in accordance with the•Fl ala Buil6ag Code aaa..0 Rule 61G20-3 of the Florida Administrative Code. ""0 16. All membranes or packaging shall bear the imprint or identifiable marking of the manptaaUer's name or logo, : i � 0 and state of manufacturing facility, and the following statement: "Miami -Dade County Product Cajrtro eftpro ved' or the Miami -Dade County Product Control Seal as shown below "" 0000 0 .. 0000 ataruuar�s cauNrtt END OF THIS ACCEPTANCE NOA No.: 13-1113:05. SWUM Expiration Date:;07/3111.7 Approval Date: 03/1S%14 Page 4 of 4 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy 3M Company 3M Center Building 0220-05-E-06 St. Paul, MN. 55144-1000 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 RER -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. RER 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: 3Mrm 2 -Component Foam Roof Tile Adhesive AH -160 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 �lslon or al ange. in the • • + • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorisW* * eL*rt, of any prgduct, fo; • sales, advertising or any other purposes shall automatically terminate this NOA. Failure to covWX with arjy, 6%etion of • • • • this NOA shall be cause for termination and removal of NOA.• sees sees sees• sees••sees -.Lee ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, FloricN snd folledved:by the • e • expiration date may be displayed in advertising literature. If any portion of the NOA is disp4gCrichen it shad be done •- . . in its entirety. - .. ... . . e 00a 0 0 e . e INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distr;;i tors ana 0000 shall be available for inspection at the job site at the request of the Building Oficial. This NOA revises NOA 13-0502.02 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. NOA No.: 14-0805.01 Expiration Date: 05/10/17 0.,000 Approval Date: 09/04/14 Page I of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MIm 2 -Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do 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 tile systems using 2 -Component Foam Roof Tile Adhesive AH -160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3Mrm 2 -Component N/A Foam Roof Tile Adhesive AH -160 Foam Dispenser N/A RTF1000 ProPack® 30 & 100 N/A TAS 101 Two component polyurethane foam adhesive PRODUCTS MANUFACTURED BY OTHERS: Dispensing Equipment Dispensing Equipment Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of 2 -Component Foam Roof Tile Adhesive AH -160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Prove Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content 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. APPROVEp NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 2 of 11 •06f•6 6 6 • 0000•• •• • •• • 0000 • •• • 000.06 9600 969000 Test Res s • • • ASTM D 1622 1.6 lbs./ft.3 0 *000 • 000 • • • • • ASTM D 1621 18 PSI Parallel to rise • • • • • • • 0:0. ••%• • 6 12 PSI Perpendicular to rise • • 6 • • *000 • • ASTM D 1623 28 PSI Parallel to rise :00:': '. ASTM D 2127 0.08 Lbs./Fe • • • • • • • ASTM E 96 3.1 Perm / Inch • •O's • • • • • • ASTM D 2126 +0.07% Volume Change @ -40' F., 2 wrgh +6.0% Volume Change @I 58T., 100% Humidity, 2 weeks ASTM D 2856 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. APPROVEp NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818 -IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB -589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 V/=99 520109-2-1 • • • • .. • .... so LIMITATIONS: • 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assem$j: jar fire tstq; a : • • 6906 sees: 2. 3Nr 2 -Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, PtitV&;high tilesroiiles. • • � • • 3. Minimum underlayment shall be in compliance with the Roofing Application Standard,$ x,4.120. • • • • • • 0 • 4. Roof Tile manufactures acquiring acceptance for the use of 3Nr 2 -Component Foamkoof File Afti4rg AH-- • • • 0 - 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 10 L• • • • • :so**: •• . .... 5. All products listed herein shall have a quality assurance audit in accordance with the Florida BuUdk Code and Rule 61 G20-3 of the Florida Administrative Code. NOA No.: 14-0805.01 MtAM4EMWEC Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 3 of 11 INSTALLATION: 1. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of 3MTM 2 -Component Foam Roof Tile Adhesive AH - 160. 2. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall provide sufficient attachment resistance to meet or exceed the resistance value 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. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MTM 2 -Component Foam Roof Tile Adhesive AH - 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator' approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0 (B)• 6. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF 1000 or ProPack® 30 & 100 dispensing equipment only. 7. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after 3MTM 2 - Component Foam Roof Tile Adhesive AH -160 has been dispensed. 9. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. NOA No.: 14-0805.01 MSJ3DADE COUNTY Expiration Date: 05/10/17 APPROVED Approval Date: 09/04/14 Page 4 of 11 0000•• 0000•• 0000 •s9••• • 0000•• • • • 0000•• 0000 0000 • • 0000 0000 09.0• 0000•• 0000 0000• 00 •• •• ••0 0000•• •••••• • • • • • • 0090•0 0000•• • • • •0000• •• • 0000 • • NOA No.: 14-0805.01 MSJ3DADE COUNTY Expiration Date: 05/10/17 APPROVED Approval Date: 09/04/14 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Minimum Paddy Contact Minimum Paddy Gram Tile Profile Placement Detail Area Weight Eave Course - Flat, Low, High All Eave Course 17-23 sq. inches 45-65 Profiles Flat, Low, High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq. inches at overlap Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal 17 grams per bead edge) 20-25 sq. inches each bead Two Piece Barrel (Pan Tile) I Two Piece J 65-70 sq. inches 34 grams under pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami - Dade County Product Control Seal as shown below. JAPPROVEDI �atarm•�e rt u BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. :...:. so • NOA No.: 14-0805.01 G•bt�i E Gouty Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 Mail " hcemartx 1� 9 ern o� UL a. --{ fascia f Sam`' xi•. =r j. dow" I APPROVED I Flat/Low Profile Tile 1. Starting at the cave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x l" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the cave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. High Profile / Single Pan Tile :...:. 1. Starting at the cave cour§g,.Mly a mi"Tion 2" goes** (50.8 mm) x 10" (254 rAMj j l;' (25.4 mUi) foam • • paddy onto the underlaynaw#4positione4 as showrC • • • • ; under the pan portion oftke-tile closest to de **:see overlock of the tile being%Tt •; 000:00 • • • • • .. .... . ...... 2. Continue in same mann4l=re approximately 17 •. (109.7 cm2) — 23 (148.4 cm2) square *6r+ola adhesivt• •• • • contact with the undersidgcaf tie tile! • • • • • • •. NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 tbOdm pl�e Eilt■�AitA3.. s'b.4 `� z JAPPROVEDI Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm2) - 12 (77.4 cm) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4.mm).foam pldll�*olhto the..... underlayment positioned as siewZ under "pain portion of the tile closest to4iC�erlock @f&*; the • • • • • • being set. 00.00' 0' 0000.. 0000 ...0 . . . • 0 . 000 . • 0000. 3. Continue in same manner. Insure0 approxim.ately 12,, (77.4 cm2) - 14 (90.3 cm) ** * *' inch adye;&� ,,,, contact with the underside qi W.41e. • 0000.. 0. (Instructions continued on neat,a e) ... ■ 000.• NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) High Profile 1 Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm2) - 19 (122.6 cm) square inch adhesive contact with the underside of the tile. •000.0 NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 8 of 11 8 0000.• .. • 0008 • • 0000.. 0000 0000.. 0000.. 0000.. •00• •00• 6 • • • 0000 0000 00000 0000.. 0088 80800 •• •• 00 • 600••0 • 0000•• • • • • • • • • • • 0000•• •6666• • • • • • 0000 NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 MMUO�&OCOM" ri i l�tensopdonaD ' • Paddglandtet�e} s� Mme, dd'•,; s4ta < fi,s to ,J- ck=V Elatll w Paatt'Tif Faft Modlmn prDfllem 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (10 1.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 int (109.7-148.4 cm2) of adhesive contact with the underside of the tile 2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x 1" (25.4 mm) foam paddy onto the underlayment just below the second course line positioned foam paddy under the strengthening rib for flat tile, or under the pan portion of the tile, closest to the underlock for the second course tile to be installed. Insure approximately 8-9 int (51.6-58.1 cm) of adhesive contact with the underside of the tile. (Instructions continued on next page) .000.0 NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 9 of 11 0000.. .. 0000 0000.. 0000 0000.. 0000.. 0000.. 0000 0000 0000 0000. 0000.. 0000 0000. .. .. .. . 0000.. 0000.. 0000.. . . .0000. .. . .000 0 0 Oese NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED "VhftOftTft 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3/4" (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm2) - 11 (71cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm) - 9 (58.1 cm2) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. .000.0 NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 10 of 11 ...... 00 0 0000 000000 0000 000000 000000 0 . 0 0000.. 0000 0000 0 0 0000 0000 0000. 00000. 0000 0000. .. .. 00 0 0000.. 0000.. . . . 0 0000.. 0000.. 0 . .. 00000. 00 . 0000 0 0 4099 NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 10 of 11 1) p1aaenav0adhas1vntoac6leve65to70 i In contact wMthe pan toe. 2) Tum covers upside down.flace adhesive in to 1 hufron outside edge ofcw4rt1W Then to" the tile. Ensure 20 to 25sq.hu.cootactarek dayment (rooWshoren) ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL steep pftch applications [rhn required) Remowetop pordw of the esus course mover We. Abut to second corse of pan Wes. Ensure eaveend of pan and cwm Wes arefhush ateave Bene. Two Piece Barrel - High PrafileTlle Two Piece Barrel (Cap and Pan) Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm2) — 70 (451.6 cm) square inch adhesive contact with the underside of the pan tile. 3. Turn covers upside down exposing the underside of the tile. Apply a minimum 1" (25.4 mm) x 10" (254 mm) bead of adhesive directly on the inner edge of each side of the cover tile. Leave approximately 3/4" (19 mm) to 1" (25.4 mm) from the outside edge of the tile, inward, free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cm2) - 25 (161.3 cm2) square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. • 5. When additional nallin.g is requiredo'�� (0.8 mm) x 4" (101.6 mml ldgfts or the ti% wire system using galvanizeA gainless sleq). or :Goo*: copper wire and compa4ble'nails i' Wald used.o 9 o o a . ...... .... ...... END OF THIS ACCEPTANCE NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 11 of 11 .... .. . ...... . . . . ...... NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 11 of 11 SECTION 1524 HIGH-VELOCM HURRICANE ZONES— REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the designated space indicates that the item has been explained. —Af 1. Aesthetics -workmanship: The workmanship provisions of Chapter 15 (High -Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. hy2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High -Velocity Hurricane Zones) of the. (The roof deck is usually concealed prior to removing the existing roof system.) �3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. �4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside -of the decking may not be acceptable. The q owner provides the option of maintaining this appearance. .000.0 5. Ponding water: The current roof system and/or deck of the building Vay rept drain well and ••••;• may cause water to pond (accumulate) in low-lying areas of the roof'Porfding gafi•be an •• indication"of structural distress and may require the review of a profession8r:nctural111Vneer. •••'•• Ponding may shorten the life expectancy and performance of the new rood' "d tystem. ponding :0000: conditions may not be evident until the original roofing system is remove8.•"ondingeco4 41ons • • e••e ••.• 0000. should be corrected. • • 6. Overflow scuppers (wall outlets): It is required that rainwater flow off sp 4vt the roof is not •••,'� overloaded from a buildup of water. Perimeter/edge walls or other roof*extbnVons rnay.block Rose;* this discharge if overflow scuppers (wall outlets) are not provided. It maybe nacessarWtdlAstall . overflow scuppers in accordance with the requirements of: Chapter 15 U61016 herein grid the :••••� Florida Building Code, Plumbing. •••• �7. Ventilation: Most roof structures should have some ability to vent natural airflow through the Interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not .be reduced. It may be beneficial to consider additional venting which can result in extending the se 'ce life of the roof. to Contractor"s SignatureOw er4tel OWNER'S AFFIDAVIT OF EXEMPTION Roof to Wall Connection Hurricane Mitigation Retrofit for Existing Site -Built Single Family Residential Structures Pursuant to Section 553.844 F.S. Date: To: Re: Owner's Name: Property Address: Roofing Permit Number: Dear BI'lding Official: 4�I � certify that I am not required to retrofit the roof to wall connections o my Qbuilding because: The just valuation for the structure for purposes of ad valorem taxation is less than $300,000. The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of the 1994 edition of the South Florida Building Code (1994 SFBC) AOL- M11 a •0000• ign Pro Owner • + • .••• AkA (� `000000 ,`pRp �t�®, Notary Publi St 4e cf V�Idrj�ll • • • 0 0.0 C �° `'; ariiel P ret • • • • 0 • • P . tN meyGomm ako Er-12WI0 0000 cF,,e Expires 0 21 015 • • • 0 i • *00 STATE OF FLORIDA COUNTY OF MIAMI-DADE • • • • • • • •000•• + Sworn to and subscri)ed before m • • • Day of G 20 ��p • • i•••i• • • • _Personally known • • 0 0 — or Produced Identification When the just valuation of the structure for the purposes of ad valorem taxation is equal to or more than $300,000, and the building was not constructed in compliance with the FBC nor with the 1994 SFBC, and affidavit of Roof to Wall Connection Hurricane Mitigation Retrofit must be provided. 1461 NORTHWEST 23 STREET MIAMI, FLORIDA 33142 TELEPHONE 305.639.7663/954-438-9897 FACSIMILE 305.265.2685 www.305NewRoof.com STATE CERTIRFn I IrFNgr- (Z:arrri'V)An'Ao 0000•• • • • 0000•• 0000•• 0000• 0000• • • • 0000•• 0000•• Summary Report Property Information Folio: 11-3101-034-0130 Property Address: 47 NW 94 ST < Owner A NTAL PIERRE LOUIS AURELIA B PIERRE LOUIS Mailing Address 47 NW 94 ST MIAMI SHORES, FL 33150 Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,622 Sq. Ft Living Area 2,043 Sq.Ft Adjusted Area 2,370 Sq. Ft Lot Size 9,675 Sq. Ft Year Built 1949 Assessment Information Year 2014 2013 2012 Land Value $130,238 $87,078 $70,192 Building Value $161,072 $161,169 $180,477 XF Value $5,878 $5,933 $7,493 Market Value 1 $297,188 $254,180 $258,162 Assessed Value 1 $129,308 $127,398 $125,269 Benefits Information Benefit Type 2014 2013 2012 Save Our Homes Cap Assessment Reduction $167,880 $126,782 $132,893 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead 1 Exemption $25,0001 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 6A PB 12-54 LOT 21 & W1 /2 LOT 22 BILK 167 LOT SIZE 75.000 X 129 OR 15517-1980 0392 4 Generated On: 8/20/2014 Taxable Value Information Previous 2014 2013 2012 County Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $79,308 $77,398 $75,269 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $104,308 $102,398 $100,269 City Exemption Value $50,000$50,000 $50,000 Taxable Value $79,308 ��,89 • •$7.5,..69 Regional "••" i •••• +• Exemption Value $0J8,W • $86,660 • �5S6,U60 Taxable Value $75,3�� $7�,�908 x+599,-* Sales Information •••••• •••• ••+•• Previous OR Book- • 9 09 "" 0 0 6 9 9; " Price icationjpescription 6• Sale Page :*0+• Pualif 02/04/2010 $100 27180-1832 CQrrectigz' tax o *Wl3;"n consjderatiog 03/01/1992 $0 15517-1980 Qualbyexamofdeexi+•• • • 03/01/1988 13663-2469 2008 and prior year sales; Qual by exam $85,000 of deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp (http://www.miamidade.gov/info/disclaimer.asp) Verson ACB2 Engineering Inc. Testing & Engineering Services Certification of Authorization # 8131 Tel: 954-245.8976; Fax: 954.301.7776 5230 NE 18 Avenue Fort Lauderdale, FL 33334 F11-41 �Rv. Roof Tile Uplift Test Report Attention: Miami Shores Village, Building Division, 10050 NE 2"d Avenue, Miami Shores, FL 33138 Client: T & S Roofing Systems, Inc Test Date: 12/4/2014 Permit # RF -10-14-2175 Property Address: Pierre Louis Residence 47 NW 94 Street, Miami Shores, FI Roof Pitch: Type of Tile: Roof Area: 3 in 12 1 Boral Roof Tile 19.00 squares Tile Attachment Method: Two Component Polyurethane Foam Adhesive -Poly Pro H 160 Field Instrument : IMADA Force Gauge 0-100 Serial number: 243454 Test Location Total Number of Tests Field Uplift Pull Test Test results Perimeter Area: 9.00 sq 9 As per FBC 2010 Passed Field Area: 10.00 sq 10 As per FBC 2010 Passed No. of Corner: 9 9 As per FBC 2010 Passed Ridge Areas: 130 pcs 14 As per FBC 2010 Passed Important. These laboratory results can change due to future weather impacts and/or unavoidable roof traffic. Therefore, this report represents the TAS 106 results at the time of the test. Please see attached a Roof Sketch for this project. Cordially, ACB2 En i ening Inc. (NOA 09-1005.01) Antoni vedo, PE Fla. Reg . No: 36466 14�1z&,� 4 9LLL-j0£ (156} :XgA 9L6S-SVZ (K6) :aha `alop-=Ptf.I IJQ3 011WAV IpSI aI 0£ZS =!AMS &OPIO I PW SuuaaaPu'3 •aul supaauusua zRay i 4