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RF-15-1955 (2) �4WA :� - ----- - l - i - • • • . - qty ^r,r 1 , R 1 i • - • • • - - • • - • - • • • • •. • - it ■■■■■■■■■■■■■■■■■■■■I■■■■i��llil!■■■■'!■■■■■SII■■■■■Ii/i■■IIS■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■I■■■■■�E,Vt��l■■■�I■■■■■■II■■■■I`/,.%■SII■A■■■■■■■ ' e 1 � Florida Building Code Edition 20119 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: L�G Product Approval Number: ®Y, Z Minimum Design Wind Pressures,If Applicable(From RAS 127 or Calculations): Maximum Design Pressure Product Approval Specific System: t�- Method of Tile Attachment: 3 rY7. Steep Sloped System Description Deck Type: J . . . • Type Underlayment• �� /I ' ' Roof Slope: T'7 ....' '...•� ..... • • . • • 12 000 Insulation: // ff�� 0 0000 ...... • Fire Barrier: • • 0••••0 • • .• • tee_ I A6%G�fs yb Fastener Type&Spacing: Ridge Ventilation? s �r F �1r t� Adhesive Type: Type Ca Sheet: Cap Mean Roof Height: Roof Covering: � "7 �•�/� Type &Size Drips Edge: � 119 Florida Building Code Edition 201q 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 Mrwith the values from Mf. If the M,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" o (P, xA®• = �Z -Mg: 3 =M,, -8S Product Approval11 (PZ: x a®.�D = 4-Mg:D.�° =M, Product Approval Mf 70- (P3:�'�• x (�. _ •i� )-Mg:, =Mr3*V3.1r Product Approval Mf_ ° Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance(M,)From Table Below Product Approval Mf Mf Re uirad Moment Resistance* Mean Roof Height--is- Roof -►Roof Slope 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 0.0 5:12 28.4 30.1 31.6 32.8 34.S•00 0000•• 0 6:12 26.4 28.0 29.4 30.500 0 32.4••• 0• rw- •0000• 7:12 1 24.4 25.9 1 27.1 28. • 30.0 0 0 *Must be used in conjunction with a list of moment based the systems endorsed by0tre• 00000 0 0 0 0 0 0 • Broward County Board of Rules and Appeals. 0 0 • ••0 0000.. •0 00 0000. For Uplift based the systems use Method 3.Compare the values for F'wit'hthe values for 0 • Fr. If the F'values are greater than or equal to the Fr values,for each aree 4041%roof,the 0•• the tile attachment method Is acceptable. ••0••0 • 000 0 0000.. .. . • •00 Method 3"Uplift Based Tile Calculations Per RAS 127" • • (P,: x 1: = x w:=_ )-W: x cos 0: - =Fr, Product Approval F (Pz: x 1: = x w:=_)-W: x cos 0: - =F,2 Product Approval P (P3: x 1: = x w:=)-W: x cos 0: - =F„ Product Approval F 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 by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier A Product Approval Restoring Moment due to Gravity M, Product Approval Attachment Resistance M, Product Approval Required Moment Resistance Mr Calculated Minimum Attachment Resistance F Product Approval Required Uplift Resistance F, Calculated Average Tile Weight W I Product Approval Tile Dimensions I=length Product Approval w=width All calculations must be submitted to the Building Official at the time of permit application. t 1 � w , .HIAN " 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.aov/Pera 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. Goes DESCRIPTION: Saxony(Shake,Slate,Split Shake)Concrete Roof Tile ••••• •••••• e. . .. . LABELING: Each unit shall bear a permanent label with the manufacturer's name or loge rye state 94tollowiig statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein... 00000 :0000: 00 60. Gose Gee.. RENEWAL of this NOA shall be considered after a renewal application has been filed and:he;e has bep effo 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 rr-visipn or c4&1gd in the e materials,use,and/or manufacture of the product or process. Misuse of this NOA as an eAmsernent ofeyproduoe, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply*hh ahy section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded.by the words Miami-Dade County, Florida;and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A.copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA# 12-0308.25 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. h�® NOA No.: 12-0904.12 D Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 1 of 8 ' 1 c ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE This renews and revises a system using Saxony (Shake, Slate and Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Monier Lifetile LLC 1= 16Y2' TAS 112 Flat,interlocking,high pressure extruded concrete Saxony(Shake, Slate and w= 12-3/8" roof tile equipped with two nail holes. For direct Split Shake)Tile .6"thick deck or battened nail-on,mortar or adhesive set applications. Trim Pieces 1=varies TAS 112 Accessory trim,concrete roof pieces for use at hips, w=varies rakes,ridges and valley terminations. varying thickness Manufactured for each tile profile•••• . . 0000 00.00.. 0000 2.1 MANUFACTURING LOCATION 0000 0000.... 0000 . 0000.... 2.1.1. Lake Wales,FL. 0000.... 0000.. 0000.. 0000... 2.2 EVIDENCE SUBMITTED: 0000.... 0000.. 0000... 00 00 0000 0000.... Test Agency Test Identifier Test Name/Rem& Date .• 0000 Redland Technologies 7161-03 Static Uplift Testing 1991"" Appendix III PA 102&PA 104 4 :• ••• The Center for Applied 94-084 Static Uplift Testing •..ONty 1994 Engineering,Inc. PA 101 (Mortar Set) .The Center for Applied 94-060A Static Uplift Testing ,March; 1994 Engineering,7n6.. PA.101 (Adhesive Set) The Center for Applied 25-7183-6 Static Uplift Testing Feb. 1995 Engineering,Inc. PA:102 (2 Quik=Drive Screws,Direct Deck) The Center for Applied 25-7183-5 Static Uplift Testing Feb. 1995 Engineering,Inc. PA 102 (2 Quik-Drive Screws,Battens) The Center for Applied 25-7214-1 Static Uplift Testing March, 1995 Engineering,Inc. PA 102 (1 Quik-Drive Screw,Direct Deck) NOA No.: 12-0904.12 APPROVEDI coin Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 2 of 8 ' 1 2.2 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date The Center for Applied 25-7214-5 Static Uplift Testing March, 1995 Engineering,Inc. PA 102 (1 Quik-Drive Screw,Battens) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II PA 108(Nail-On) Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 PA 108(Nail-On) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 PA 108 (Mortar Set) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering,Inc. Test#MDC-77 PA 100 Celotex Corporation Testing 520109-1 Static Uplift Testing Dec. 1998 Service 520111-4 PA 101 Celotex Corporation Testing 520191-1 Static Uplift Testing March 1999 Service PA 101 Walker Engineering,Inc. Calculations Aerodynamic Multiplier June 2007 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 0' .0. 90.0 0000.• Walker Engineering,Inc. Evaluation Calculations 25-7183 .„0., •„Xarch 1991;;• Walker Engineering,Inc. Calculations Two Patty Adhesive Set.%Aem April 1999 Walker Engineering,Inc. Calculations Restoring Moment Du;t+c Cgvity •••-June 20870••: Nutting Engineering 129 TAS-112 000* •••3an. 2003;••• ...... .... 0000. .. .. .... ...... 3. LIMITATIONS •••••• .• . . . . ...... 3.1 Fire classification is not part of this acceptance. •••••• 3.2 For mortar or adhesive set t ;he applicationsa static field uplift test shall be pdifordied in,acoWance'w th0. 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. 3.4iinun 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. NOA No.: 12-0904.12 �� Expiration Date: 12/16/17 PPROVE- Approval Date: 12/06/12 Page 3 of 8 t t 4. INSTALLATION 4.1 Saxony (Shake, Slate and Split Shake) 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(Ibfl Length-I (ft) Width-w (ft) Saxony (Shake, Slate and Split 11.8 1.375 1.02 Shake) Tile Table 2: Aerodynamic Multipliers -.%(ft) Tile X(ft) (ft) Profile Batten Application Direct Deck Application Saxon Shake, Slate and Split Shake Tile 0.185 0.200 Table 3: Restoring Moments due to Gravity-Mg (ft-Ibfl Tile 2 12" 3"•12" 4"•12" 6"•12" 6"•12" 7"•12" or Profile greater Saxony Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct (Shake, Deck Deck Deck Deck Deck Deck Slate and 6.63 7.14 6.56 7.07 6.47 6.97 6.34 6.83 6.18 6.66 6.02 6.48 0000 Split ` . . 0000 00000 Shake) •• • : •••�•� Tile 0000. 60 . 666. • 6.6.6• 6 . 6 0000.. 6000 0000 0 • 0000. 000 0000. 0000 0 000000000 . . 6 6 • 06 6. 6009 009006 •6..•6 66 0 . 0 .6060. •6.000 0 6 0 600006 so 0 00 • NOA No.: 12-0904.12 r ►oe couNnr Expiration Date: 12/16/17 APPROVED I Approval Date: 12/06/12 Page 4 of 8 ` t Table 4: Attachment Resistance Expressed as a Moment- Mf ft-lbf) for.Nail-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15132" plywood) (min. 19/32" plywood) Saxony(Shake, 2-10d Ring Shank Nails 30.9 38.1 17.2 Slate and Split 1-10d Smooth or Screw 7.3 9.8 4.9 Shake) Tile Shank Nail 2-10d Smooth or Screw 14.0 18.8 7.4 Shank Nails 1 #8 Screw 30.8 30.8 18.2 2#8 Screw 51.7 51.7 24.4 1-10d Smooth or Screw 24.3 24.3 24.2 Shank Nail Field Clip) 1-10d Smooth or Screw 19.0 19.0 22.1 Shank Nail Eave Clip) 2-10d Smooth or Screw 35.5 35.5 34.8 Shank Nails Field Clip) 2-10d Smooth or Screw 31.9 31.9 32.2 Shank Nails Eave Clip) Table 6: Attachment Resistance Expressed as a Moment Mf(ft-lbf) for Two Patty Adhesive Set Systems 000000 . . 0064 00000 Tile Profile Tile Application •• inimu,n�4tdpchmenlir4 00000 Res'IStAnce ••••• Saxon Shake, Slate and Split Shake Tile Adhesive 6666 3'43 :'•" 1 See manufactures component approval for installation requirements. ..44 ..6. ....� 2 Flexible Products Company TileBond Average weight per patty 13.9 grams. •••••• •••• ••••• 3M""2-Component Foam Roof Tile Adhesive AH-160.Average weight per patty 8 graffle.••4 •• • ••••• ..6.66 Table 7: Attachment Resistance Expressed as a Moment-Pf(fl- bf) �••••• • for Single Patty Adhesive Set Systems •.,• 0. 000 0 0 Tile Profile Tile Application MinimumgAttachment Resistance Saxony(Shake, Slate. 3M 2-Component Foam Roof Tile:Adh6sive-A-H-160 118.9 and Split Shake Tile . 3M 2-Com onent Foam Roof Tile Adhesive AH-160. 40.4 3, Large paddy placement of 45 grams, 4 Medium paddy placement of 24 grams NOA No.: 12-0904.12 P O cD Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 5 of 8 Table 8: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Mortar or Adhesive Set Systems Tile Tile Attachment Profile Application Resistance Saxony hake, Slate and Split Shake Tile Mortar Set5 43.9 5 Tile-Tite Roof Tile Mortar. S. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami-Dade County Product Control Approved". Or BORAL- LIFETILE BORAL ROOFING LLC,SAxoNY TILE(LAKE WALES FL) LOCATED UNDERNEATH TILE •••••• • . 0000 0000.. • • • 0 •••••• •• • •••••• G. BUILDING PERMIT REQUIREMENTS "•"• 0000.0 0 0000 0000 • 6.1 Application for building permit shall be accompanied by copies of the Moving: •0000• 00000 6.1.1 This Notice of Acceptance. 00:00: •••0 ••0•• 6.1.2 Any other documents required by the Building Official or applicab1eVuilding'�dde in ordt Id:0 90:0properly evaluate the installation of this system. 0. .0 • 0 . 000000 0000.. 0 . 0 000000 •• . 0 ••• 00 NOA No.: 12-0904.12 °p1D� Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 6 of 8 PROFILE DRAWINGS NAIL HOLES .� 13118°( 1 5/16°(mak 170 OVERLAY y 12 31W 0000 WATE ILOCK 000••• 0000•. •.00 :0000: SAXONY CONCRETE ROOF TILE(SLATE MODEL • 0000.. 0000 0000 . - •.•. 000000 0000. 0000•. •00• 0000. 00 .• 0000 0000.. • • • • 0000•0 '�`�:_`.``�'..-�:-'-•.'-`�.w^�- `^�'-. 0000.. . • 0000•• �. ^ • z:-� db 00 0 SAXONY CONCRETE ROOF TILE(SPLIT SHAKE MODEL NOA No.: 12-0904.12 Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 7 of 8 t t � t t c-. ��'.;.' .'w.�' �. `- `a. •�`:."'ti ';w`ate 1.t, `+.,.'. - Nk s• SAXONY CONCRETE ROOF TILE(SHAKE MODEL END OF THIS ACCEPTANCE 0••••. . . 0000 0000.. 0000.. .. • 0000.. • 0000.. • . • 0000 0000 • • 0000 0000 0000. 0000.. 0000 0000. • 0000.. . • • • • • 0000.. •0000. • . • ..0000 NOA No.: 12-0904.12 IAP►oO courrrY Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 8 of 8 MIA .£ 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.mianddade.aov/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 Flprida.Buildirtg0Cgde • 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 logq:ici,state an(fr'ollowink • statement: "Miami-Dade County Product Control Approved",unless otherwise noted hereiia.•..' ..:. ...... RENEWAL of this NOA shall be considered after a renewal application has been filed acid there has bpViU.lo change•%• in the applicable building code negatively affecting the performance of this product. : ' :....: TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any..portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This 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 hanMroECouiv�Y Expiration Date: 07/31/17 APPROVED Approval Date: 03/13/14 C)r 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 u Service •0•••43/28/02 p 0000 0000.. IRT-Arcon,Inc. 02-012 TAS 103 •••• •••••Q2/28/02 • .0.0.. .. 0 0000.. PRI Asphalt Technologies,Inc. NEI-006-02-01 TAS 103 000000 . 04/01/Q2 0000.. PRI Asphalt Technologies,Inc. NEI-008-02-01 TAS 114(H) ."0•. .....47/30/K2 0000 0000 0000. PRI Construction Materials NEI-045-02-01 ASTM D 4798&ASTMG*1*56 ••08/08/®7:00 Technologies,LLC. NEI-053-02-01 ASTM D 4798&ASTM" 155 00:0 05/01/OS••;• NEI-076-02-01 TAS 103/ASTM D4119: " 02/14/11 •. NEI-034-02-02 ASTM D 1970 , ;•••:@1/29/11***: 0 .. 0000 NOA No.: 13-1113.05 Expiration Date: 07/31/17 Approval Date: 03/13/14 Page 2 of 4 APPROVED ASSEMBLIES: Deck Type 1: Wood,non-insulated Deck Description: 15/32" 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 H 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. 0000 Surfacing: Approved for Approved Adhesive Set Roof Tile Systems,Mechanioally Fastene$.Root Tile,*9 9* Metal Roofing,Wood Shake&Shingles,and Asphaltic Shingle assemblies. •••••• •• 000.0. 00 0 00000 . 0000.. 0000.. 0000 0000 . . 0000 0000 0000. 0000.. 0000 0000. 0000 0000 0000.. 0000.. 0000.. . . 0000.. .. 0000 • e • NOA No.: 13-1113.05 Expiration Date: 07/31/17 Approval Date: 03/13/14 Page 3 of 4 4 . LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing 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 roofing 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 roofing 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:ooc&deckinAyahels. SW800 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 higl &ot,rolling the membrane• from the center outward in both directions. For ridge applications, center the mem4MV end roll'fit the ;enter: outward in both directions. "" 12. Roll or broom the entire membrane surface so as to have 100% contact with the surfkgO,.SNing spdial attenZZ9., overlap areas. •••••• •' 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current-U oduct CUMU10 Notice of Acceptance and applicable Building Code. ::0609: .. . . ... 14. All protrusions or drains shall be initially taped with a 6" piece of underlayment. This target pieces sAaA be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of BORAL TileSeal underlayment shall be applied over the underlayment,and sealed using an SBS modified mastic. 15. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. 16.Aff membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo,city and state of manufacturing facility,and the following statement: "Miami-Dade County Product Control Approved" or the Miami-pride County Product Control Seal as shown below ML NDADE COU END OF THIS ACCEPTANCE NOA No.: 13-1113.05 CA 1 Expiration Date: 07/31/17 Approval Date: 03/13/14 Page 4 of 4 MIAMI-DADE COUNTY Mfg PRODUCT CONTROL SECTION r }.. 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.gov/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. 6 6 0 0 . . 6666 6666.. .. .. 0 00 DESCRIPTION: 3MTM 2-Component Foam Roof Tile Adhesive AH-160 ••• •. 6 6 6 0 0 6 6666.. 66..00 LABELING: Each unit shall bear a permanent label with the manufacturer's name or 14$d'dity, stat' following • statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein 0 0 0 *:0**** 0* 6666.. 6666 6666. RENEWAL of this NOA shall be considered after a renewal application has been filed"there has 6begn no change•6 in the applicable building code negatively affecting the performance of this product. 0 : 60 6 6666.. . . 6666.. TERMINATION of this NOA will occur after the expiration date or if there has been 0a6 redision 0 4114nge ift the • materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 13-0502.02 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. #0100� NOA No.: 14-0805.01 L!Q L I,►oe coExpiration Date: 05/10/17 6666 � Approval Date:09/04/14 Page 1 of 11 i t t t ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MTM 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 TAS 101 Two component polyurethane foam adhesive Foam Roof Tile Adhesive AH-160 Foam Dispenser N/A Dispensing Equipment RTF1000 ProPack®30& 100 N/A Dispensing Equipment 0000 . . 0000 0000.. PRODUCTS MANUFACTURED BY OTHERS: •••••• •• •••••• Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current%Q&which 1W gpchm1nt••; resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160 roof tile'adheslve. '....' 00000 00 . 0000.. 0000 00. 0000 0000 0000.. MANUFACTURING LOCATION: 0 0 •• 1. Tomball,TX. 0 •• 0• • • . • 0000.. PHYSICAL PROPERTIES: Prove Test Results Density ASTM D 1622 1.6 lbs./ft.3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Fe Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40'F.,2 weeks +6.0%Volume Change @158T., 100%Humidity,2 weeks Closed Cell Content 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. hxe►hu�e couwr�rNOA No.: 140805.01 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 •)VJ13/98 •• 528454-9-1 ' ' 00 0 528454-10-1 ..'.' ' ...... ...... 520109-1 TAS 101 •••'•• 12'28/98 ;• •�; 520109-2 520109-3 ��•� ��•• '�••� ...... .... ..... 520109-6 • .. .. .... ...... 520109-7 520191-1 TAS 101 •03/82/99 ..•.:. 520109-2-1 • LIMITATIONS: • 1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3NC 2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat,low,&high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 3M7 2-Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. NOA No.: 14-0805.01 hNAM�DAAPPROVED! Tlr 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. 0000 8. Tiles must be adhered in freshly applied adhesive.Tile must be set within 1 to 2 minutes after 3MW Zv.' 0000:0 Component Foam Roof Tile Adhesive AH-160 has been dispensed. •••• 000*00 • 9. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 placement and minimum a•••••• t shall • in •••••• P p P �.�1:� be accordance with the'Placement Details'herein. Each generic tile profile requires the spaaific plat ewwrit noted••••: herein. •••• •••• 00.00 00.000 •000 04000 •• •• 0000 •0.0•• • 0000•• • • • • • • • • 0 • 00.000 0000•• 00 0 NOA No.: 14-0805.01 haartanE►oecou Expiration Date: 05/10/17 ,0000 D Approval Date: 09/04/14 Page 4 of 11 Table 1:Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram 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) Two Piece 65-70 sq. inches 34 grams under pan LABELING: Soso All approved products listed herein shall be labeled and shall bear the imprint or identifiabli martcing of tht' • "••;• manufacturer's name or logo and following statement: "Miami-Dade County Product Contrgl;�piloved% the Miami�o�• Dade County Product Control Seal as shown below. ...:.. • .•.. 0000 . • MIAMNDADE COUNTY • • • 0000 0000 0000• • • 60.00• •••• 00000 •• •• •••• 000••0 BUILDING PERMIT REQUIREMENTS: •••••• • •' 090*0 As required by the Building Official or applicable building code in order to properly evaluate the installgtionof this 0 • . •0000• system. .. • • V• • • •• 0 NOA No.: 14-0805.01 ruAr+trm4oeCrY Expiration Date: 05/10/17 Approval Date:09/04/14 Page 5 of 11 s < i t ADHESIVE PLACEMENT DETAIL# 1 �alhe�gsElca•a►oat t ft"V senmmh'b ) Flat/Low Profile Tile 1, 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 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. Sara Cla°ure Medium Profile/ Double Pan Tile Nall*r*"hVbW teemewa 1wh•nregahso Woraw] 1. Starting at the eave course,apply a minimum 2" by r' (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown Z...,� ` .. under the pan portion of the tile closest to the _ `.`�,..•� ,r� �.�• overlock of the the being set. 2. Continue in same mannaure apprdyl1nately,L7.;• r (109.7 cm2)-23 (148.4eA42)square inch adhesive contact with the underik** the tiles•••• •••• iq °�.,� ' t r'' •••• •••• some* -�.,.,� „moi �, .P''- oe.se� �ee• mese• f�n•Csurso *00: •meso• •e • • • • •some• • o • s • Baan elmis�+naulc High Profile/Single Pan Tile • ••• • • y �- r `` ��•, 1. Starting at the eave course,apply a minimum 2" �-: - (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam 4,�•,~ > paddy onto the underlayment positioned as shown ,aa•" �. under the pan portion of the tile closest to the 2an.V"Q, ''-• �- ` �'''' overlock of the tile being set. ,• °sem`'`' . ''�; �' �{Jf' 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. Cir•@ '•#. x,,.r •x• bripc� NOA No.: 14-0805.01 E CQrrY Expiration Date: 05/10/17 Approval Date:09/04/14 Page 6 of 11 ADHESIVE PLACEMENT DETAIL#2 c raWyt+pP.+rla++�m�u N"YO n..*101,, 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 ' 6i � �`'�` ,� the tile being set. Insure approximately 17(109.7 cm2) 3 23(148.4 cm2)square inch adhesive contact with the EANCOUFMY> 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 `w,, -��y�,�„a ,tu•, 1. Starting at the eave course,apply a minim 2"(50.8 mm)x 10"(254 mm)x 11(25.4 mm)Tom paddy....0. 4 onto the underlayment posmoned as slit V}ander the•• pan portion of the tile cloSdsMb the ov&loek of th8••••• the being set. Insure approx imately 17(109 .7 cm2j.-... VS. ` - 23(148.4 cm2)square in44*' sive t�jt•with�ljg•• underside of the tile. ..:..' 2. At the second course,apI lys4ftnimum Y'(50.8mm)•; x 7"(177.8 mm)x 1"(25'4 mmj foarl fa4k ontd'W•• underlayment positioned es sown under the pan .•••.. portion of the tile closest to the overlcgk of:he the • Fwec# being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2)- 14(90.3 cm2)square inch adhesive. contact with the underside of the tile. (Instructions continued on next page) NOA No.: 14-0805.01 haaM�neweeouMtr Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 7 of 11 ADHESIVE PLACEMENT DETAIL#2 (CONTINUED) amt•-ust►PhWk tap, �i� ��i�� High Profile/Single Pan Tile 9whex roqulred2 ° s ,tom -X' 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 the closest to the overlock of the the being set. Insure approximately 17(109.7 cm )– Ti� 23 (148.4 cm2)square inch adhesive contact with the f ea•emin dad w ,. ., underside of the tile. 2. At the second course,apply a minimum 2"(50.8mm) Ea"CWAW " mia x T'(177.8 mm)x 1"(25.4 mm)foam paddy onto the 03+ underlayment positioned as shown under the pan loin. 26%. fewdosme portion of the tile closest to the overlock of the tile Drip aft* being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm2)- 19(122.6 cm2)square inch adhesive contact with the underside of the tile. . . .... ...... ...... .. . ...... .... .... . . .... .... ..... ...... .... ..... .. .. .... ...... . . . . ...... NOA No.: 14-0805.01 �D Expiration Date: 05/10/17 Approval Date:09/04/14 Page 8 of 11 ADHESIVE PLACEMENT DETAIL#3 1. On the eave course only,apply a minimum 2" (50.8 MUM e 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 x46L ., s approximately 4" (101.6 mm)up from the eave pado �* edge free of foam to prevent the expanded adhesive on i`2x4in. ' from blocking the weep holes. Insure t ~•_ approximately 17-23 int(109.7-148.4 cm)of • �'"' adhesive contact with the underside of the tile "`edosm 2. Apply a 4" (101.6 mm)x 4" (101.6 mm)x 1" (25.4 mm)foam paddy onto the underlayment just below F1nULmPmMT11e the second course line positioned foam paddy under the strengthening rib for flat tile,or under the P a =dW We pan portion of the tile,closest to the underlock for (Uhmmqukee naOwtumm taw the second course tile to be installed. Insure approximately 8-9 int(51.6-58.1 cm2)of adhesive BanBwna+ 'Jundertftl contact with the underside of the tile. ' (Instructions continued on nextpage) .••". • 0 2Ni. •••• ••e• ••••• EmChmw EnBCmommse 3 FaK13 •••••• • •• 0000% e• • NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date:09/04/14 Page 9 of 11 • K , ADHESIVE PLACEMENT DETAIL#3(CONTINUED) Nadvou0phok 9 e ►wWertife tve* 3. Also apply a 2" (50.8 mm)x 4" (101.6 mm)x'/a" vaddrttttne� (19 mm)paddy on top of the eave course tile Baneng • tart tae" 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. a„ ;. Install second course of tile. Insure approximately X41M � 9(58.1 cm2)- 11 (71cm2)square inch adhesive contact with the underside of the tile at the overlap a:4 . and 7(45.2 cm2)-9(58.1 cm2)square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. E 10tE1. ,2 in. Em domm Ddpefte Hip Pmfft le 0000 • • 0000 0000•• 0000•. •• • 00.00• • 0000•• • • 00.0.0 0000 .••. • • 0000 0000 0000• •••••• ..•• 0000• •• •• 0•00 0000•• • 0000•• 0 • . • • • .0000• • • . •0000• 00 0 NOA No.: 14-0805.01 tI�71 z 10710"=166071,—MA Expiration Date: 05/10/17 __IAPPROVEDI 'i Approval Date:09/04/14 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel(Cap and Pan)Tile t)PlmenouoadhedntoaditwGSto709q.hu steeppkchapplicatbna 1. Starting at the eave course,apply a minimum 2" � �, In o, „ are pan dRe. (when required) (50.8 mm)x 10 (254 mm)x 1 (25.4 mm)foam 2)Turn covers upside dwn.Plow scRieshre in paddy onto the underlayment positioned as tot in.f rnoutshleedgeofcwvertpe. shown under two adjacent pan tiles. Support eave Then hutan the We.ensure 20 to 25 sq.kLcontadaree. fir,° tiles from rocking until adhesive has a chance to Underlayrnentcure. i 0.. 2. Continue in same manner bringing two pan courses up toward the ridge.Insure 2 �y approximately 65(419.4 em)—70(451.6 cm ) square inch adhesive contact with the underside sheathing of the pan tile. gave (nuam•siown) 3. Turn covers upside down exposing the underside WNW Risdo Board of the tile. Apply a minimum 1"(25.4 mm)x 10" (254 mm)bead of adhesive directly on the inner RenwnWpporaonordve eave course cmer We,Abut tose=dcourse of edge of each side of the cover tile. Leave pan SmEnsure em end of pan and mve►tpes are Bush at eave Mm approximately 3/4"(19 mm)to 1"(25.4 mm) Two Piece Barrel-High Profile Tile from the outside edge of the tile,inward,free of foam to allow for expansion. 0000 . ... 4. Turn cover tile over�er.fpam is ppp ied and000:0•. place onto pantile cpWm.dnsur(!gjftVimumpf.;. 20(129 cm2)-25(166;f.3ET1)square inch 0000.. contact area on eacheside-gf the gqvei•tle to the • pan tile. Continue in s'dt418 mannef.''Mm awdy;'•. any cured exposed foarri eAhesive.MiAting of longitudinal edges of jt�g ppver tiles pre 0• considered optional.: * :. 00 .. 0000% 000 0 0 0 0 . 000.. 5. When additional nailing is'requi;edg.,(50.8•0 • mm)x 4"(101.6 mm)nailers or tM tie'wire system using galvanized,stainless steel,or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE I FT1 nnne cous`rrtr NOA No.: 14-0805.01 s Expiration Date: 05/10/17 JAPPROVEApproval Date: 09/04/14 Page 11 of 11 11.4 , OR SI;pG, S Miami �7�+hores Village Building Department o 10050 N.E.2nd Avenue tieO'' Miami Shores, Florida 33138 ptr�s n, 0RiDp` 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 Building Village De cs/c g p artment Dat S 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: Property Address: t3 {y)in P) Roofing Permit Number. •• . . 0000 0000.. Dear Building Official: .. .. . certify that I am not required to retrofit the roof to Kftppnections Q{my • 00.00. 0000 0000 buildingbecause: . . 0000 0000 0000. r�7 he just valuation for the structure for purpose of ad valorem taxation is less than$300,000.00'11882 attach PW of ad••••• 00 00 0000 •• 0• valorem taxation. •••••• • ❑The building was constructed in compliance with the provisions of the Florida Building Code(FBC)Gr with WjNditons •• of 1994 edition of the South Florida Building Code(1994 SFBC) ••• • 6 S6 qV CA, nature Print Name State of Florida County of Dade The undersigned, being the first duly swom,deposes and says that he/she is a owner for the above property mentioned. Sworn to and subscribed before me this ,,.,,,,- , ay OT I / S OYS L ZA ' Notary Public-slate of Florida My Comm.Expires May 21,2016 Notary Public,Sate of Florida at L ,,oFF��p�� Commission#EE 200617 • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than$300,000.00,and the building was not constructed with FBC nor a 1994 SFBC.Then you must provide a building apprication from a General Contractor for the Roof to Wag connection Hurricane Mitigation. Revised on 5/21/2009 Property Seargh Application - Miami-Dade County Page 1 of 1 OFFICE D THE PROPERTYF APPRAISER Summary Report Generated On :7/22/2015 Property Information `xlr Folio: 11-2136-011-0310 Property Address: 13 NW 108 ST Owner READ HOLDINGS LLC 3850 BIRD RD#600 Mailing Address MIAMI, FL 33146 Primary Zone 0800 SGL FAMILY-1701-1900 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT Beds/Baths/Half 2/2/0 ..y Floors Living Units 1 Actual Area 1,722 Sq.Ft Living Area 1,383 Sq.Ft Adjusted Area 1,601 Sq.Ft Lot Size 9,225 Sq.Ft Taxable Value Information Year Built 1952 2015 2014 2013 Assessment Information County Exemption Value $0 „'•'3Q $0 Year 2015 2014 2013 Taxable Value 1 $2_-%962 $1�7J_,527 $16,961 Land Value $166,118 $99,374 $45,979 • • School Board •••••• •+ • •••••• Building Value $111,430 $108,548 $108,548 a • �b • • XF Value $11,434 $11,434 $11,434 Exemption Value $0 .• .$0 __. _.__ ... ..... ...... . Taxable Value $2$$.�$� $w35� •$a��,�g61 Market Value $288,982 $219,356 $165,961 City •••••• •••• •••w• Assessed Value $288,982 $182,557 $165,961 •. Exemption Value 0 $0 •••f0 Benefits Information Taxable Value $188,9%2 $,182,567 •$J 65,%1 Benefit Type 2015 2014 2013 Regional ; •'• ' ; „�; Non-Homestead Cap Assessment Reduction $36,799 Exemption Value $0 • •$Q $0 Note: Not all benefits are applicable to all Taxable Values(i.e.County, Taxable Value $288,982 $182,557 $165,961 School Board,City, Regional). Sales Information Short Legal Description Previous OR Book- Sale Price PageQualification Description DUNNINGS MIAMI SHORES EXT NO 7 PB 52-33 01/14/2015 $231,158 29486-4144 Financial inst or"In Lieu of Forclosure" stated LOT 15 BLK 214 03/04/2014 $216200 29079- Financial Inst or"In Lieu of Forclosure" , 4000 LOT SIZE 75.000 X 123 stated OR 16625-2245 1294 1 05/18/2010 $115,000 27312-1429 Financial inst or"In Lieu of Forclosure" stated 06/01/2005 $367,000 23502-0925 2008 and prior year sales;Qua[by exam 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 Version: http://www.miamidade.gov/propertysearch/index.html 7/22/2015 SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 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 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 and the contractor.The owner's initial in the adjacent box indicates that the item has been explained. 1.Aesthetics-Workmanship:The workmanship provisions of Section R4402 are for the purpose of provi ng 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. I—2.Renailing Wood Decks:When replacing roofing,the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403.(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 b4 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.This provides the option of maintaining this appearance. •.., • • 0000 •f i•1• 5. Ponding Water: The current roof system and/or deck of the building majopfdtain wellejnd may Ouse water to pond (accumulate) in low-lying areas of the roof. Ponding can bOoaaindicalQa%o ....:. structural distress and may require the review of a professional structural engineer. Poridirigrnay shorten • the life expectancy and performance of the new roofing system. Ponding conditions me#f.riot be evident:• until the original roofing system is removed. Ponding conditions should be corrected. •••••� �••••• 0.00• 00.00• •0•• 0000• 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so•that the roof•ia6t 6080,V* overl ,aded from a build up of water. Perimeter/edge walls or other roof extensions may l�lttatl�is discharge •• if overflow scuppers (wall outlets) are not provided. It may be necessary to install o,ferflow•scupW§j0. Osseo* accordance with the requirements of Sections R4402,R4403 and R4413. ; .`. ;••• 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 service life of the roof. Exception:Attic spaces,designed by a Florida licensed engineer or registered architect to eliminate the attic venting,venting shall not be required. _—X) /I wner's/Agent's Signature Date Contractor's Signature i _-�!> nvk) ib b :a Property Address Permit Number