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RF-14-1872 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-240785 Permit Number: RF-8-14-1872 Scheduled Inspection Date: August 10, 2015 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Final Roof Owner: , Work Classification: Tile Job Address: 140 NW 102 Street Miami Shores, FL 33150- Phone Number Parcel Number 1131010220100 Project: <NONE> Contractor: LANCE CONSTRUCTION, INC. Phone: (561)626-2603 Building Department Comments RE ROOF TILE TO TILE & SMALL FLAT ROOF. Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-218644. Roof OK Missing renailing affidavit Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. August 07, 2015 For Inspections please call: (305)762-4949 Page 22 of 29 ♦gN�RFs h� Miami Shores Village -,,, Novell" Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 �l OR, Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit#RF DATE: INSPECTION AFFIDAVIT I j a nn eS licensed as aLContracto Engineer/Architect, (Print nam and circle License Type) FS 468 Building Inspector License#: C ae, A O Z 73 7- On On or about 4�t�t� /'ae> P07. , I did personally inspect the roof deck nailing and (Date&time) Secondary water barrier work at / e IJW 0 2Noea -0a�. 1,17 11139. (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual Based on 553.844 F.S r L. Signat e State of Florida County of Dade: The undersigned, being the first duly swom,deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this day of titPy NADINE AUSTERFIELD Notary Public-State of Florida 1 * s � My Commission Expires Nov 7,2017 Notary Public, Sate of Florida at Large ^e , �;. Commission 1 FF 55651 *General,Building,Residential,or Roofing Contractors or any individual certified under 468 F.S.to make such an inspection.Indude photographs of each plane of the roof with permit#and address#dearly shown marked on the deck for each inspection Revised on 5/21/2009 F ' fSPECTION uRVICE 90 r 1 11 ENOWERNG 7066 SW 44`"Street Miami, FL 33155 Tel:786-398-9179 Fax 786-800-2627 a1roofinsoection Qrnail.com LAB CERTIFICATION #10-0512-01 SITE SPECIFIC INFORMATION UPLIFT TEST—TAS #106 Roofing Contractor TUPACK RHEA PA. Permit# RF-8-14-1872 Job Address 140 NW 102 ST MIAMI SHORES, FL. Owner's Name STELLAR HOMES GROUP, LLC, Type of Tile EAGLE Date Installed Approximate Roof Height 12' feet Roof Pitch 3/12 Type of Access to Roof LADDER Approximate Square Footage of Roof 25 fta Required Testing Force 3S Lbs Date Tested 08/01/15 Number of Tests 53 Testing Equipment F.G.E.100 Contact Name TUPACK RHEA Phone# 3/569-0191 LOCATION #OF TEST PASS #OF TEST FAIL Corner 5 Tests 5 Pass Test 0 Fail Perimeter 12 Tests 12 Pass Test 0 Fail Field 29 Tests 29 Pass Test 0 Fail Ridge 7 Tests 7 Pass Test 0 Fail TOTAL 53 Tests 53 Pass Test 0 Fail IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106,THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST.THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTRY,WITH NO DEVIATIONS,THIS REPORT IS NOTGUARANTEED IN CASE OF CASE OF NATURAL DISASTERS.THIS REPORT ITIS NOT VALID FOR INSURANCE CLAIMS. 1 i ) < YI . °J iY.V I�i F, P,E,4t 6'744'+; • A-1 Engineering Inspection Services, Inc 7066 SW 44t Street Miami, FL 33155 Tel: 786-398-9179 Fax: 786-800-2627 alroofinspection gmail.com LAB CERTIFICATION# 14-1215.04 08/01/15 PERMIT. #RF-8-14-1872 140 NW 102 ST MIAMI SHORES, FL. T T T T T T T T T T T T T T T T T IF T T T T T T T T T T T T T T T T T T T T T 7066 SW 44th Street Miami, FL 33155 Tel: 786-398-9179 Fax: 786-800-2627 mi Shores Village i JUL 1,7 2015 i ding Department 100 . .2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949Tk� FBC 20( � ILDING Master Permit No I Q— l V 12 PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ROOFING REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING F-1 MECHANICAL []PUBLIC WORKS F-1 CHANGE OF El CANCELLATION D SHOP / CONTRACTOR DRAWINGS JOB ADDRESS: LI N LJ /J ST City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: - SI O 1 - Oa a - of 3:) Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): Nov-�,es Groc.,P 1)c. Phone#: Address: �� c<} Cypv-ess Qr,e-�-_lQ PC) tailq City: State: TL- Zip: Tenant/Lessee Name: Phone#: Email: 1 CONTRACTOR:Company Name: LcAr,c e Cornc`�rvcAa, Inc- Phone#: Address: rS e,- �,ud City: YDGk State: PL Qualifier Name: SGr�e�, �) y e Phone#: State Certification or Registration#:EG L+a O Certificate of Competency M DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Non 4-b r Roof 4,1 Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ [�f (Revised02/24/2014) d e ► Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. 1 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 OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with on estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. i Signature Signature .- OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of ,20 /S ,by L)_day of ,20 )S by QCu r', ,who is whe=perso:n:a:�Ilyknown to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: ��C�c l�(.�J� _c� _ Sign: N C�Z, Print: Print: NADINE AUSTERFIELD Notary PublIC Seal: _ 4'etary f+iblic State of Florida Seal: i ,f t!;Ccmmssicn Expires Nov 7,2017 + v My Ccmmts ion Expire !r cor;mission#FF 55651 /rt OF Fl�� l,(1 I -v'vv APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) .. . . . . . . . . . . . . ... . . . . ... Florida Building Code Edition 2010 ••; Hio.V$locity Mrrtddne Zone Uniform Permit Applicata o' �•• Sectioh.d• teep Sloped Roof S 7T Roof Sysferii Iillanwf3Ciurer �� . ... . . . . .. Produci bpprovarNumber: it- O'K�A l , -3) Minimum Design Wind Pressures,If Applicable(From RAS 127 or Calculations): P1P2: P3: JJ Maximum Design Pressure Product Approval Specific System: )� Method of Tile Attachment: C4 7:QAr- FIVFSteep Sloped System Description L 2`4 N15 Deck Type: --`1L-J JAL Roof Slope: Type Underlayment: 12 Insulation: Fire Barrier: Fastener Type & Spacing: Ridge Ventilation? /y '' Adhesive Type: Cmr a S r - mac. Type Cap Sheet: Roof Covering: Mean Roof Height: /J Type & Size Drips Edge: ;o\ w w • Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Seat W E (Tile Calculations) For Mo et baled tNe s*1L%n1g,-choose either Method 1 or 2.Compare the values for Mrwjtt%Tgeyaju&glyd" Mi.1fethe M,values are greater than or equal to the M, values,.for.eacile'rea of t6-roorti"then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (PI: x \ __�-M9: -Mr, Product Approval M, (Pz: x __�-Mg: =Mrz Product Approval M, (P,: x _ -Mg: =M,, Product Approval M, Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance(Mr)From Table Below Product Approval M, M Re wired Moment Resistance' Mean Roof Height-i Roof Slope j 15' 20' 25' 30' 40' 2:12 3 4.4 38.2 39.7 42.2 3:12 32.2 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 30.0 'Must be used in conjunction with a list of moment based tiles stems endorsed b h Y yt e 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 Fr values, for each area of the roof, then the the attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P,: x 1: _ x w:=-J-W: x cos 0: - = IF,,_ Product Approval F' (P,: x 1: _ x w:=_)-W: x cos 0: Fri- Product Approval F' (P3: x 1:___x w:=)-W: x Cos 0: - =Fra- 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 Product Approval Restoring Moment due to Gravity M, Product Approval Attachment Resistance M Product Approval Required Moment Resistance M, Calculated Minimum Attachment Resistance F Product Approval Required Uplift Resistance F, Calculated Average Tile Weight W Product Approval Tile Dimensions I=length Product Approval W=width All calculations must be submitted to the Building Official at the time of permit applicalion. Ml® RtV1bAW& 10N MIAMI-DADE COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIG ORM011 COM 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 k` T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE NOAL www.niiamidade,gov/buil4ine/ Eagle Roofing Products LLC F LD' 1575 East C.R. 470 Sumterville,FL 33585 SCOPE: OPY This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County BNC-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Malibu Concrete Tile see ...... LABELING: Each unit shall bear a permanent label with the manufacturer's name or 1dgd,'Mty,state add •••••• following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein.0 :....: .... . ..... RENEWAL of this NOA shall be considered after a renewal application has been filed""there has.been no change in the applicable building code negatively affecting the performance of this prodact• •••••• TERMINATION of this NOA will occur after the expiration date or if there has been a revition of aabge in Me materials,use,and/or manufacture of the product or process. Misuse of this NOA as a;g9do>+sement of 4qy •••• product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failurt jglccQnply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA#06-0526.09 and consists of pages 1 through 7. The submitted documentation was reviewed by AIex Tigera. NOA No.:11-0321.01 01MI NAME WMAnE C1MI MFDADECOUNTY Expiration Date: 10/05/16 • i Approval Date: 05/12/11 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Cateeory: Roofing Sub Cateeory: Roofing Tiles Material: Concrete 1. SCOPE: This approves a system using Eagle Roofing Products Malibu Concrete Roof Tile, as manufactured by Eagle Roofing Products LLC in Sumterville,FL.and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements,as determined by applicable Building 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 Malibu Concrete Tile I= IT' TAS 112 Low profile, interlocking,high pressure w= 12'/z" extruded concrete roof tile equipped with %"thick three nail hole and double roll ribs. For direct deck or battened nail-on, mortar or adhesive set applications. Trim Pieces 1=varies TAS 112 Accessory trim,concrete roof pieces for 0 w=varies use at hips, rakes,-ridges and valla 0.00 00 0000.. varying thickness terminations. Manufaadrdd for ear6h the profile. •••••• •. 0000.. 0000.. 0000.. 0000 0000.. 0000 0000. .. .. 60 900669 0000.. 0000.. :00000 . .6096. 00 . 6 009 00 0 NOA No.:11-0321.01 MiAMI•oaoe COUNTY Expiration Date: 10/05/16 •I Approval Date: 05/12/11 Page 2 of 7 2.1 EVIDENCE SUBMITTED: Test Men cy Test Identifier Test Name/Report Date PRI Construction Materials PR106178 TAS 112 08/23/06 Technologies Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102&TAS 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix 11 TAS 108(Nail-On) Redland Technologies P0402 Withdrawal Resistance Testing of screw Sept. 1993 vs.smooth shank nails The Center for Applied 94-060B Static Uplift Testing March, 1994 Engineering, Inc. TAS 101 (Adhesive Set) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering, Inc. TAS 101 (Mortar Set) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108(Mortar Set) Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108(Nail-On) Professional Service 224-47099 Physical Properties Sept. 1994 Industries, Inc. TAS 112 The Center for Applied 25-7094-1 Static Uplift Testing Oct. 1994 Engineering, Inc. TAS 102 ."". 0000 0000.. (4" Headlap,Nails, Direct Dec u � •• Construction)D 0000.. �• •••••• The Center for Applied 25-7094-7 Static Uplift Testing """ Oct.-1994 0000 . . 0 0 Engineering, Inc. TAS 102 •••••• {4" Headlap,Nails,Battegs3.... ,•• ,,000 • The Center for Applied 25-7094-4 Static Uplift Testing Oct.•1994 -0 0 0:0 Engineering, Inc. TAS 102 ' 00 (4" Headlap,Nails,Direct Dseck,•• ;••• 0••0• Recover/Reroof) 0 ... ;0.0.0 The Center for Applied Project No. 307025 Wind Driven Rain Olt. 1994 Engineering, Inc. Test#MDC-76 TAS 100 The Center for Applied 25-7183-1 Static Uplift Testing Feb. 1995 Engineering, Inc. TAS 102 (2 Quik-Drive Screws,Direct Deck) The Center for Applied 25-7183-2 Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 (2 Quik-Drive Screws,Battens) NOA No.:11-0321.01 MIAMMDADE CQUN7Y Expiration Date: 10/05/16 a Approval Date: 05/12/11 Page 3 of 7 The Center for Applied 25-7214-2 Static Uplift Testing March, 1995 Engineering,Inc. 25-7214-6 TAS 102 (1 Quik-Drive Screw,Direct Deck) (1 Quik-Drive Screw, Battens) Celotex Corporation 528454-2-1 Static Uplift Testing Sep. 1998 Testing Services 520109-2 TAS 101 Dec. 1998 Walker Engineering,Inc. Evaluation Two Patty Adhesive Set System April 1999 Calculations Walker Engineering,Inc. Evaluation 25-7183 March 1995 Calculations Walker Engineering,Inc. Evaluation 25-7094 February Calculations 1996 Walker Engineering,Inc. Evaluation 25-7496 April 1996 Calculations Walker Engineering,Inc. Evaluation 25-7584 December Calculations 25-7804b-8 1996 25-7804-4&5 25-7848-6 Walker Engineering, Inc. Calculations Aerodynamic Multiplier Sep.2006 Walker Engineering, Inc. Calculations Restoring Moment Due to Gravity Sep. 2006 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may required,refer to applicable building code. ...... 3.3 Applicant shall retain the services of a Miami-Dade County Certified Labaretory to perform • quarterly test in accordance with TAS 112,appendix `A'. Such testing sh9tl*wSubmitted ta• •.•... the Building Code Compliance Office for review. """ :....: 3.4 Minimum underlayment shall be in compliance with the applicable Roofitlg,A,6pplicatijms•:• 90:•0 Standards listed section 4.1 herein. ...... ... . • • ..... 3.5 30/90 hot mopped underlayment applications may be installed perpendiculart®1he roof st* ...... unless stated otherwise by the underlayment material manufacturers publ •1lterature. • • 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be gyp..% •••••• compliance with applicable building code. :....: . .. . . ... . . NOA No.:11-0321.01 MIAMI ADE COUMTYM Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 4 of 7 4. INSTALLATION 4.1 Eagle Roofing Products LLC Malibu Concrete Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight(W) and Dimensions (I x w ) Tile Profile Weight-W(Ibf) Length-I (ft) Width-w(ft) Malibu Tile 9.5 1.417 1.04 Table 2: Aerodynamic Multipliers - X Ift) Tile %(ft ) {ft ) Profile Batten Application Direct Deck Application Malibu Tile 0.305 0.282 Table 3: Restoring Moments due to Gravi - M ft-Ibf Tile 3":12" 4":12" 5":12" 6":12" 7":12" or Profile greater Malibu Tile Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Deck Deck Deck Deck Deck 6.30 6.65 6.21 6.54 6.08 6.41 5.93 6.25 5.77 6.08 Table 4: Attachment Resistance Expressed as a Moment- 1pf(ft+Ibf) . - 09:000 .. ... ...... for Nail-On Systems .. .. . • . Tile Fastener Type Direct Deck Direct Dock--:- , Battens •••• • Profile (min 15132" (min. 1913200•'. . :0000: plywood) plywood).:::: Malibu Tile 2-10d Ring Shank Nails 27.8 37.4 •.. 28.a • ••�•,• 1-10d Smooth or Screw 8.8 11.8 ..... 4.1. Shank Nail • 2-10d Smooth or Screw 16.4 21.9 . . Shank Nails •..• ... :'•": 1 #8 Screw 25.8 25.8 • 2#8 Screw 47.1 47.1 49.1 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) 2-10d Ring Shank Nails 43.0 67.5 50.9 1 Installation with a 4"tile headlap and fasterners are located a min.of 2%"from head of tile. NOA No.:11-0321.01 MIAMFDADECOUNTY Expiration Date: 10/05/16 • Approval Date: 05/12/11 Page 5 of 7 Table 5: Attachment Resistance Expressed as a Moment Mr(ft-Ibf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Malibu Tile Adhesive 26.1 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 11.4 grams. Polyfoarn Product Inc.Average weight per patty S grams. Table 6: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Sin le Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Malibu Tile Pol foam Pol ProTM 86.61 Pol foam Pol ProTM 45.5 4 Large paddy placement of 54 rams of Pol ProTM. 4 Medium paddy placement of 24 rams of Pol ProT"" Table 7: Attachment Resistance Expressed as a Moment- Mf(ft-Ibf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Malibu Tile Mortar Set 20.60 0000 0000.. • • • 0 ••0..• 60. • . 5. LABELING : 000 .6 • . 0000.. All tiles shall bear the imprint or identifiable marking of the manufacture'trV tl'ditfe or logd (See ;....; Detail Below); or following statement: "Miami-Dade County Product Control0.ApproveA.••:. 0• 06.00. 000 . 04040 . .. .. .. 0000.0 0000.. . • . . . •.•6•• 0000.. _, . . • . 4 00 0 0 000 EAiiLE! •• • (1) FLORIDA MALIBU CONCRETE ROOF TILE LABEL,SUMTERVILLE.PLANT (LOCATED ON UNDERSIDE OF TILE) NOA No.:11-0321.01 MIAMI-DADS COUNTY Expiration Date: 10/05/16 � Approval Date: 05/12/11 Page 6 of 7 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 this Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWING �it►1� �1' ••• 1,7 •• •• •• •••••• • MALIBU CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.:11-0321.01 MIAMMADECODU Expiration Date: 10/05/16 �LIMMAILUI Approval Date: 05/12/11 Page 7 of 7 Miami Shores Village Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972ti'--- _ INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 [-O BUILDING Master Permit No.IRIF- 14- 1 PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC �OOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: z� /y,4/ /O Z 4-5-7'— City: City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: //- 3/C) I 02 Z D/O C> Is the Building Historically Designated:Yes NO Occupancy Type: Ale-5_Load: Consttructio� s, Construction Type: / Flood Zone: BFE: FFE: �� OWNER:Name(Fee Simple Titleholder): t�/Cc✓/'(•oneKruv� << Phone#: Address: 270457// Wr ,O--e,SS City: �� G�e2✓d/ a 1Q;,� State: /'C::/. Zip: Tenant/Lessee Name: r Phone#: Email: r � �6' 2L03 I CONTRACTOR:-Company Name: ��? GCS Cr�`1S f�-u c h. lMC, Phone#: / 2 3 6, '"q 9t 70 Address: Z er".V J✓d C`. City:` a(to (?G L, , j State: C I Zip: f' Qualifier Name: JCL w 4? �_�/ . r`jU *—' Phone#:141^23(0 " g7c> State Certification or Registration#: G <q C Q Z-7 3'Lertificate of Competency M DESIGNER:Architect/Engineer: Phone#: Address: p City: State: Zip: Value of Work for this Permit:$�� 91, �;a Square/Linear Footage of Work: `�3 o Type of Work: ❑ Addition ❑ Alteration ❑ New / Repair/Replace ❑ Demolition Description of Work: Q�Zyc> Specify color of color thru tile: gc)erf— jhpl- C;o(er' -5�r its V�/a g©b Submittal Fee$ �O O Permit Fee$ ( - CCF$ -A • -0 CO/CC$ Scanning Fee$ Radon Fee$ (' DBPR$ 1 � >0 Notary$, Technology Fee$ PTraining/Education Fee$ ' o Double Fee$ 0 Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) ' (9q 2-b Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE-OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, thevpplkant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature 0 or AGENT CONTRACTOR The foregoing instrument-was acknowledged before me this The foregoing instrument was acknowledged before me this day of_ 20 --,by 00 day of y 20 by who is personally known to lin_ v --who is ersonally known me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: . Print: Print: Seal: -00•e Notary Public State of Rol i Seal: Notary Public State of Flon ;p N, Melissa Urrego ?° Melissa Urrego t My Commission FF 124834 My Commission FF 124834 Expires 05/2012018 OI Expires 0512012018 APPROVED BY l/ Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CGCA02737 ^ The GENERAL CONTRACTOR 0. ;p Named below IS CERTIFIEDr Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 FLUKE, JAMES M Q%L LANCE CONSTRUCTIONINC.3248BERMUDA ROADPALM BEACH GARDENS FL 33410 ISSUED: 06/18/2014 DISPLAY AS REQUIRED BY LAW SEQ# L1406180001244 A N N E M. G A N N O N P.O.Box 3353,West Palm Beach,FL 33402-3353 -LOCATED AT" CONSTITUTIONAL TAX COLLECTOR w`ww•pbctax.com Tel;(561)355-2264 Serving Palm Beach County 3248 BERMUDA ROAD tl�' PALM BEACH GARDENS, FL 33410 Serving you. TYPE OF BUSINESS OWNER I CERTIFICATION# RECEIPT#/DATE PAID AMT PAID BILL# 23-0051 GENERAL CONTRACTOR FLUKE JAMES M I CGCA02737 U14.670103-08M 8/14 $27.50 640104398 This document is valid only when receipted by the Tax Collector's Office. STATE OF FLORIDA PALM BEACH COUNTY 2014/2015 LOCAL BUSINESS TAX RECEIPT LANCE CONSTRUCTION INC LBTR Number: 200005928 LANCE CONSTRUCTION INC EXPIRES: SEPTEMBER 30, 2015 3248 BERMUDA RD PALM BEACH GARDENS,FL 33410-2423 This receipt grants the privilege of engaging in or I ll I I 111 11111111 gill 111 l i t1111111 1 managing any business profession or occupation within its jurisdiction and MUST be conspicuously displayed at the place of business and in such a manner as to be open to the view of the public. Holly Benson.Secretary Division of Vtafp�slons Phone, 850.487.1395 Construction I ltd fry Licensing Board Fax: 850.921.1395 1940 North Monroe Street waw hFax:850Iarf :sot.4 6 Tallahassee,Florida 32399-1039 W"w.MYFloridaLicense.eom February 23, 2007 James M. Fluke Lance Concrete, Inc. 3248 Bermuda Road Palm Beach Gardens, FL 33410 Dear Mr. Fluke, Thank you for your correspondehcip of FBbruary.2; 2007,-regarding your initial licensure date and the "pre-1973"roofing exemption:._G W: Harm , the Board's Executive Director, has asked that I respond to your request._-, Pursuant-to Section 489,113(3)fgj,Florida Statutes, "no ger tat,-building :or residential contractor certified after-1973 shall,pct as,.hold himself/herself out to be, or._advertise himself or I herself to be a roofing oonttactor unless he or she is vertified;or registered:as a roofing contractor." However, any Division 1 conn' acWr.UUho was licensed ised by.the Florida Construction Industry Licensing Board prior to 1$74 rr ay-pertorm an manners of..roofing and fepair,.as referenced in Section 489.105(3Ke), Florida des: Your original-lio�se,number:CG C002737, was issued on October 17,1913".. Ti s_license is now.null and void.'-As min licensed under ticerrse number CG 2737try, 'BQatrd S C011181111111W~Acensure date to be October . Y �Y yoiu current iic;ense. If you should have any additional,gc ns regarding'_this matter. please feel free to contact me at 850.322.2887. Sincerely, Andy Janecek Government Analyst I Construction Industry Licensing Board Licensure 8 Education Report Unlicensed Activity Tot!-free at 1.866.532.1440. AC" CERTIFICATE OF LIABILITY INSURANCEDATE IMM/DD/YYYY) fir' 08/26/14 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT KIMBERLY M.ADAMS NAME: FAX Pyramid Insurance,Inc. PHONE , (561)842-8868 (AIC No: (561)842-8161 700 Old Dixie Hwy Suite 104 E-MAILDDRIdmbedy@mypyramidinsurance.com Lake Park,FL 33403 INSURERS AFFORDING COVERAGE NAIC# Phone (561)842-8868 Fax (561)842-8161 INSURERA: ARCH SPECIALTY INSURANCE COMPANY INSURED INSURER B: PROGRESSIVE Lance Construction,Inc. INSURER C: 3248 Bermuda Road INSURER D: Palm Beach Gardens,FL 33410 (561)626-2603 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. (NSR TYPE OF INSURANCE ADD UBR POLICY EFF POLICY EXP LIMITS LTR I POLICY NUMBER MM/DD/YYYY MM/DD/YYYY GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000.00 COMMERCIAL GENERAL LIABILITY PREM IS EaENTED occurrence $ 100,000.00 F] F] CLAIMS-MADE [:] OCCUR AGI-001 1063-00 MED EXP(Any one person $ 10,000.00 A11 03/27/2014 03/27/2015 PERSONAL&ADV INJURY $ 1,000,000.00 ❑ GENERAL AGGREGATE $ 2,000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 1,000,000.00 ❑ POLICY ❑ PRO- ❑ LOC $ JECT AUTOMOBILE LIABILITY Ea aBadentSINGLE LIMIT $ 1,000,000.00 ANY AUTO BODILY INJURY(Per person) $ 1,000,000,00 B ❑ AALL UTOS OWNED ❑ SCHEAUTOS DULEDN 03182713-0 06/16/2014 06/16/2015 BODILYINJURY(Per accident) $ 1,000,000.00 HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ 10,000.00 ❑ ❑ AUTOS Per accident ❑ ❑ $ ❑ UMBRELLA LAB OCCUR EACH OCCURRENCE $ ❑ EXCESSLUIB ❑CLAIMS-MADE AGGREGATE $ ❑ DED ❑ RETENTION$ $ WORKERS COMPENSATION ❑TO STATU- ❑OTH- AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space Is required) LICENSE#CGCA02737 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE MIAMI SHORES VILLAGE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ATTN BUILDING DEPT ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2ND AVE AUTHORIZED REPRESENTATIVE MIAMI SHORES,FL 33138 ;.3 r�fig.; , . iv, f r ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05)OF The ACORD name and logo are registered marks of ACORD A�® CERTIFICATE OF LIABILITY INSURANCE DA 812620/4 Y) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder Is an ADDITIONAL INSURED,the policy(les)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: PHONE FAX Automatic Data Processing Insurance Agency,Inc. Arc No Ext): Arc No): 1 Adp Boulevard ADDRESS: Roseland,NJ 07068 INSURER(S)AFFORDING COVERAGE NAIC# INSURERA: NorGUARD Insurance Company 31470 INSURED INSURER 8: LANCE CONSTRUCTION INC INSURER C: 3248 Bermuda Road West Palm Beach,FL 33410 INSURER D: INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: 260633 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCEADDLSUOR POLICY EFF POLICY EXP LIMITS LTR INSD WVD POLICYNUMBER MMIDD MMIDD/YYYY COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE F-1 OCCUR PREMISES Ea occurrence $ MED EXP(Any one person) $ PERSONAL 8 ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY❑JET [7 LOC PRODUCTS-COMP/OP AGG $ OTHER: $ 0 "INFDSNGLF:LIMIT AUTOMOBILE LIABILITY Ea accident l $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Par acddent UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION X - AND EMPLOYERS'LIABILITY STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE YIN N E.L.EACH ACCIDENT $ 100,000 A OFFICERIMEMBER EXCLUDED? ❑Y N/A N LAWC640743 06/21/2014 06/21/2016 100,000 (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,descr be under 500,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) license*CGCA02737 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village ACCORDANCE WITH THE POLICY PROVISIONS. Attn:Building Dept 10050 N.E.2nd Ave AUTHORIZED REPRESENTATIVE Miami Shores Village,FL 33138 A©1988-2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD i�.�narltQ�� •r>ls7tlb caa• I>p�� o■ c �o o��nm vo♦■�© I�°'c'�pl r=), ox- .3 x- t i Address Owner Name Folio SEARCH: 140 NW 102 ST Suite Q PROPERTY INFORMATION Folio:11-3101-022-0100 Sub-Division: GOLD CREST SUB Property Address 140 NW 102 ST Miami Shores,FL 33150-1232 Owner STELLAR HOMES GROUP LLC Mailing Address 2700 WEST CYPRESS CREEK RD#D118 FORT LAUDERDALE,FL 33309 Primary Zone 0800 SGL FAMILY-1701-1900 SO Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT Beds 1 Baths/Half 3/2/0 Floors 1 Living Units 1 Actual Area 1,784 Sq.Ft Living Area 1,376 Sq.Ft Adjusted Area 1,556 Sq.Ft ..,..."n..��-o....�r1naF�(�aEna�vnm ��Of•�.9a000T11,0�0^�nl.sQl1�,M�9 .aS�v�zt�lE6.es�� O❑�I1101� �TI16s011p tiOO��fI1b�1�E❑■ ^rJ c'3E6'o03f^r�.a�np1 a❑��0 t 6s i11 = ❑'o r Lot Size 8,100 Sq.Ft Year Built 1945 FM =" M Layers 779 AIN,Ab 46 . r dim►�r''r ,x - �a M S., t Featured Online Tools Comparable Sales Glossary(http://www.miamidade.gov/pa/glossary.asp) Non-Ad Valorem Assessments (http:Uwww.m iamidade.gov/pattax_estimator/non_advalorem_pop_up.asp? Fol=1131010220100) (http://www.miamidade.gov/pa/tax_estimator/non_advalorem—pop_up.asp?Fol=1131010220100) (http://www.miamidade.gov/pattax estimator/non_advalorem_pop_upBeF*rty Record Cards Fol=1131010220100)PA Additional Online Tools (http://www.miamidade.govtPaPortal/PRC/CreatePRCmain.aspx) (http:itwww.miamidade.gov/pa/online_tools.asp) Property Search Help(http:I/www.miamidade.gov/palproperty- search-heip.asp) Report Discrepancies Report Homestead Fraud (http:lhvww.miamidade.gov/pa/email/ASP/formNew.asp) (http://www•miamidade.gov/paportal/HomesteadFraud/HomesteadFraud.c ��n[].<,..,c�•..�jO�EQs'Ojfn•sn11Lc��❑':•`900❑�T11,0��•pts❑11k,w� �s-C:2 o- �a-n �Q♦■1O i-0VbnL 0)?,Qoom.o�o �nt�Q�+� �ao•�irp��a■ � c�.90�0.�_m. - Tax Comparison Tax Estimator (http://www.miamidade.gov/PAPorlaUTaxes/TaxComparison.aspx? (http:/Avww.miamidade.gov/PAPortailTaxesrraxEstimator.aspx) folio=1131010220100) View Taxes(https://www.miamidade.county- taxes.com/publicireai_estate/paroels/i 131010220100) ASSESSMENT INFORMATION 2014 2013 2012 Year $72,981 $58,385 Land Value $105,497 $105,497 $118,473 Building Value $0 $0 $0 Extra Feature Value $214,969 $178,478 $176,858 Market Value $93,806 $92,420 $90,876 Assessed Value TAXABLE VALUE INFORMATION 2014 2013 2012 COUNTY $50,000 $50,000 $50,000 Exemption Value $43,806 $42,420 $40,876 Taxable Value SCHOOL BOARD $25,000 $25,000 $25,000 Exemption Value $68,806 $67,420 $65,876 Taxable Value CITY $50,000 $50,000 $50,000 Exemption Value $43,806 $42,420 $40,876 Taxable Value REGIONAL $50,000 $50,000 $50,000 Exemption Value $43,806 $42,420 $40,876 Taxable Value BENEFITS INFORMATION Type 2014 20 Benefit v/palamendment 10.asp) Assessment Reduction $121,163 $86,0 Save Our Homes Cap(http:lhvww.miamldade.go ptions_homestead.asp) Homestead(http-.Itwww.miamidade.gov/pa/exem Exemption $25,000 $25,0 Second Homestead(http:itwww.miamidade.gov/pa/exemptions_homestead additional.asp) Exemption $25,000 $25,0 Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Board,City,Regional). FULL LEGAL DESCRIPTION .,,,,.�no.�.r�...c-rlOtf�03En�n��r v�p•,•�9000�11I.Q��^�t�,�Q►1�,��4 .�aooln.o�o ►m-9or�� doo• r �� >�■ c �o�t s�nln :o♦■�a Y30 ft ❑,r . GOLD CREST A SUB PB 21-56 LOT 1 AND BLK 2 W112 OF LOT 2 LOT SIZE 75.000 X 108 OR 20903-1118 10 2002 5 SALES INFORMATION OR Book-Page Previous Sale Price 05/0212014 $250,100 29160-4041 (httpJ/www2.miami-dadecterk.com/Public-Records/Search.aspx?search=3&Rec_Book=29160&f 10/01/2002 $0 20903-1118(http://www2.miami-dadec4erk.com/Public-Records/Search.aspx?search=3&Rec_Book=20903&f 03/01/1993 $0 15893-1585(http:/Avww2.miami-dadeclerk.com/Public-Records/Search.aspx?search=3&Rec_Book=15893&f 10/01/1986 $65,000 13042-0206(http:tlwww2.miami-dadecterk.com/Public-Records/Search.aspx?search=3&Rec Book=13042&f 07/01/1981 $64,000 11153-0851(http:fhvww2.miami-dadecierk.com/Public-Records/Search.aspx?search=3&Rec_800k=11153&1 09/01/1978 $40,000 10159-0950(http://www2.miami-dadecierk.com/Public-Records/Search.aspx?search=3&Rec_Book=10159&f For more information about the Department of Revenue's Sales Qualification Codes(http://dor.myflodda.com/dor/property/rp/datafbrmats/pdf/s 2014 2013 2012 LAND INFORMATION Land Use Muni Zone PA Zone Unit Type Units Calc Value GENERAL R-14.25,R-15 0800-SGL FAMILY-1701-1900 SQ Front Ft. 75.00 $109,472 BUILDING INFORMATION Building Number Sub Area Year Built Actual Sq.Ft. Living Sq.Ft. Adj Sq.Ft. Calc Value 1 1 1945 1,784 1,376 1,556 $105,497 Building Sketches Available!(/PAPortal/PropertySearch/Sketch.aspx?Folio=1131010220100&year=2014) EXTRA FEATURES Description Year Built Units Calc Value ADDITIONAL INFORMATION *The information listed below is not derived from the Property Appraiser's Office records.it is provided for convenience and is derived from other government agencies. ••. �OI1jt,Md13 zc��.es��ee�s�s�� o--•►nGKG,�**0 01(�Ojfnasn nt�,p.:•d�D000t!�L71❑ 111 f ,5�!NC.1934 y Miami shores Village �".... .....� A ii(16 2 " 14 Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2nd Ave Miami Shores, A 33138 Re: Owner's Name: ST ll4r' 1Q6dW-e5 �— Property Address: /510 AuW Roofing Permit Number: Dear Building Official: I �f certify that I am not required to retrofit the roof to wall connections of my building because: ❑The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑The building was constructed in compliance with the provisions of the Florida Building Code(FBC)or with the provisions of 1994 edi 'on of the South Florida Building Code (1994 SFBC) Lia VYA E:16 Signat Print Name State of Florida County of Dade The undersigned, being the first duly sworn,deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this day of il yp ublic State of Florida Melissa Urrego My commission FF 124834 �Of M1 Expires OS/20/2018 Notary Public, Sate of Florida at Large • When the just valuation of the structure for purpose 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 applicati from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 PROPOSAL LIC#CGC A02737 & INSURED LANCE construction, mc. ROOFING DIVISION 3248 BERMUDA RD.,PBG. FL. 33410 PHONE# (561) 626-2603, CELL (561) 236-4470 e-mail 4an cecons1@h otmaiL com> PROPOSAL NO. 0825-14-1 8-25-2014 PROPOSAL SUBMITTED TO: JOB ADDRESS NAME STELLAR HOMES GROUP LLC 140 NW 102'ST ADDRESS 2700 W CYPRESS CREEK RD #D-118 MIAMI SHORES,FL. CITY,STATE FT LAUDERDALE FL 33309 PHONE NO. 954-671-1400 E-MAIL WE HEREBY PROPOSE TO FURNISH ALL LABOR AND MATERIALS TO INSTALL TILE REROOF AND FLAT ROOF. INCLUDED: 1) REMOVE EXISTING TILE TO A SMOOTH DECK,OTHERWISE TO A WORKABLE SURFACE AND HAUL AWAY TRASH. 2) RE-SHEET WOOD ROT SHEATHING,5 SHEETS MAXIMUM. 3) RE-NAIL DECK TO MEET OR EXCEED LOCAL BUILDING CODES. 4) DRY-IN ROOF WITH 30#FELT AND TIN TAGS AS PER CODE 5) INSTALL DRIP EDGE,REPLACE ALL PLUMBING STACKS IF NEEDED 6) INSTALL DRY-IN WITH POLYSTICK UNDERLAYMENT. 7) INSTALL CONCRETE TILE(COLOR,APPLE CIDER, BORAL-SERIES VILLA 900 WITH FOAM ADHESIVE. 8) ANY REQUIRED ENGINEERING,BY CODE,FOR TILE ROOFS. 9) REROOF OF FLAT ROOF IS INCLUDED.ENGINEERING INCLUDED. 10) PERMITS 11) ALL CLEANUP. 12) EXCLUDED: 1) DUMPSTERS JOB SCHEDULE DEPENDS ON DELIVERY OF MATERIAL FROM SUPPLIER. ALL WORK IS TO BE COMPLETED IN A WORKMANSHIP MANOR ACCORDING TO STANDARD PRACTICE. LUMP SUM PRICE FOR THE ABOVE WORK IS ------------------------------------- $ 11,960.00 TERMS: TO BE DETERMINED. ACCEPTED BY: p- LANCE CONSTRUCTION,INC. `'- ��/� DATE JAMES M.FLUKE P S. OWNER: DATE�l'�- STELLAR HOME O JWUC1 J OULLIJQ4UUu rulll, nvnc.Aviv MIAMI DADS SECTION 1524 NS IGH VELOCITY HURRICANE ZONES--REQUIRED OWNERS NOTIFICATION FOR ROOFING OOF o G Q O Ovide he oO ne 524.1 Scope. As it pertains to this section, rt is the responsibility ner the ontent of this gsection. The provisions of •ith the required roofing permit, and to explain to the ha ter 15 of the Florida Building Code,Building govern the minimumrs quire n addressed standards part of the P rte idustry for roofing system installations. Additionally, the 7 ent between the owner and the contractor. T owner's initi in the designated space indicates that the seem e s been explained. 1. Aesthetics-workmanship: The workmanship provisions of Chapter 1 stance andelocity water intrusion Hurricane one) are for the purpose of providing that the eoa�nn system consideration with respect to workmanship provision: �rformance standards. Aesthetics (appearance) .esthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addresses P a of the agreement between the owner and the contractor. 2.Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be ,nailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane roof system) Zones) of the Florid, ui ing Code. (The roof deck is usually concealed prior to removing the existing delineation between neighboring ZM 3. Common roofs: Common roofs are those which have no common roolfs, the roofing contractor and/or nits (i.e. townhouses, condominiums, etc.). In building n should notify the occupants of adjacent units of roofing work to be performed.X eckin can be 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof d g iewed from below. The owner may wish to maintain the architectural owner n the option og nail therefo -netrations of the underside of the decking may not be acceptable. The provides �aairing this appearance. 5. Ponding water: The current roof system an deck of the building be anaind�catiain on of stwell may ructural ruse water to pond (accumulate) in low-lying areas of the roof. Ponding ca istress and may require the review of a professional structural engineer. Pomay may o be evident the lifuntithe origi �pectancy and performance of new roofin should be Ponding conditionsy )offing system is removed. Ponding conditio 6. Overflow scuppers (wall outlets): It is required that rainwater s may block th so that the of is not discharge i Floaded from a build up of water. Perimeter/edge walls or other roof extension verflow scuppers (wall outlets) are not provided. It may be necessary to installCode, eeflow scuppers in accorda 'ith the requirements of: Chapter 15 and 16 herein and the Florida Building 'M 7. Ventilation: Most roof structures should have some ability tont of attvent ic ral airflow vent ationtshalgnothbe terior of the structural assembly(the building itself). The existing amou :duced. Exception: Attic spaces, designed by a Florida-licensed engineer or registered architect to eliminat( ie attic venting, venting shall not be uired. Date: )wner's/Agent's Signature: Permit Number: ontractor's Signature: roperty Address: Florida Building Code 2010 Edition High Velocity Hurricane Zone Uniform Permit Application Form INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT THE APPLICATION FORM AND ATTACH REQUIRED DOCUMENTS AS NOTED BELOW. of Roof System Required=n* n Forme See ist Be ownits "wiredPermit 1,2,3,4,5,6,7 Low Slope Application A'B'C prescriptive BUR-RAS 150 A,B,C 4,5,6'7 A,B,D 1'2'4'5'6'7 Asphaltic Shingles Concrete or Clay Tile A,B,D,E 1.2.3.4.5.6,7 \14 .... A, 00* B,p Metat Roofs • • Wood shingles and .... .. • Shakes App 1 2 3 5 8;T•• .• .•:.• As licable Other, ...... ... ..... ATTACHMENTS REQUIRED: • ff eDirectory Listing Pagem Notice of Acceptance= Front Page Specific System Description Specffic System Limitations General Limitations Applicable Detail Drawings 3. pesign Calculations per Chapter 16,or if Applicable, RAS 127 or RAS 128 4. Ott Com nent Notice of A fences 5. Munici 1 Permit A ilcation 6. Owners Notification for ROO 51 OCalculation D me e-R On 7. An R u red Roof Testin 7' Florida Building Code 2414 Edition High Velocity Hurricane Zone Uniform Permit Application Form Awl OnA to a 11 Process No. Master Permit No. r' Contractor's Name l�� Job Address 6001 CATEGORY Low Slope XMechanicaliy Fastened Tile [IMortar/Adhesive Set Tile ❑Asphaltic ❑ Metal Panel/Shingles ❑ Wood ShingleslSh t R E Shingles2 '� p Prescriptive BUR-RAS 150 16 ROOF TYPE ❑ New Roof Reroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION d `7 Total(SF) Z'z� Low Slope Roof Area(SF) Out Steep Sloped Roof Area(SF) �8� Spctinn i3 /Renf PIan14, • levels and sections,roof drains,scuppers,overflow scuppers all 0,ji draw • Sketch Roof Pian:illustrate all •••••. •. ••.••• Include dimensions of sections and levels,clearly identify dimensions of elevated pressure zone5'and'location o • • parapets. •••••• n LLJ . .. . .. . ..... . . .. ...... i ! L Cr z r I 3 L ; w cn Z i y' J J a I h O D Cz. i W rn FLORIDA BUILDING CODE—BUILDING Florida Building Code 2010 Edition High Velocity Hurricane Zone Uniform Permit Application Foran Section C ILow Sloped Roof System� Fill in Specific Roof Assembly Components Fastener Spacing for Anchodl3ase Sheet and identity Manufacturer Aftchment (ff a component is not used,Won*as*NA*) Field:_�- 'oc @ Lap,#Rows�e�•oc System Manuiactarer / �t Perimeter._Y 'oc e Lap,#Rows ll�.�-�-42 or. .Comer:_!$X 'oc e Lap,#Rows Z-7-- Q A-4 'oc Design Wind Pressures,From RAS 128 or Calculations: `/ Number of Fasteners Per Insulation Pmax1:_�t•d Pmax2:^7/.1 Pman3 ^/o ftard Max.Design Pressure,From the Specific NOA Field V1,4 Perimeter N-4 Comer System: Z 7c Deck: Illustrate Components Noted and Type: jiV Pg2,/ Details as Applicable: n Woodbk)dd , Gutter, Edge Termination, s ng icim4 s . Cant Gauye/Th —f" Stripping, Flashing, Continuous Cleat, /Z' Strip, Base Flashing, Counter- Flashing, Slope:--y�' Coping. Etc. Anchor/Base Shoot$Mo. psjy,(sl: 1�'64 s� .f Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Anchor/Bass Sheet Fastener/Bor�np Material: Material Thickness, Fastener Type, Fastener 44 i�'Y Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. insulation Base Layer Base Insulation Size and Thidmess: Base insulation FastenedBonding Material: Top InsukMon Layer: FT. Top Insulation Size and Thickness: P t �/D P/y Height Top insulation Fastener/Bonding Ing Material: [/ 1 xrC.( br C Base Sheets)&No.of Py(s): FT. Base Sheet Fastwwfi on dkv Material: �� fS �a S tt?S Mean fS"'Se- ,S�C'e t f Roof Py Sheet(S)A No.of Ply(s): ! rr;/ Height Gis ��. Y. • : :• ...... Ply Sheat Fast 1Bondi 7��Ay'rJ 3X3 �RIP�� •�- 7op �i.6e�aie� /lIv/� �i4 o,.lJ 2fo Top Ply Fasts rf Bonding ate ' I: / ...... Surfacing: � •• •• •• •••••• . . . . ...... . . .Goes. Florida Building Code 2010 Edition Form High Velocity Hurricane Zone Uniform Permit action D S e Slo ed Roof S stem S Roof SYstem Manufacturer: Notice of Acceptance Number: Minimum Design Wind P ressures,if Applicable(From RAS 127 or Calculations): / P2: P3: P1: Maximum Design Pressure N From the NOA S ific S stein Method of tiie attechnwnt: Do cd ti .... ...... g Roof S st .. .. . •.� Sio a . . . ...... .. . ...... Deck Type: .... • ype undsrlaYme"t: , / .. .... . Roof Slope: nsulation, • N _ -: 12 ire ga or: astener Type S Spacing: !� Ridge YsMiiadon? /C c an sa dhest\►e Type �fi A/16? `tet / fir✓ Ype Cap Sheet: / oof Covering: e-, nuc•i e Ty Roof Height: /.Z pe&Size Drip Mean dgs; E r' (RAs)NO.127 TABLE 1- RISK CATEGORY p EXPOSURE OATEQORY-C-PERIMETER(P..42)AND CORNER IF•• )l AREAS OF ROOFS 1}y MINIMUM DESIGN WIND UPLIFT PRESSURES IN PW FOR FIELD IP•Ad( FOR EXPOSURt?C BUILDINGS WITH A ROOF MlQAN ItE1GNT AB BPECN'IEOp ROpp �Y >2-12 to 56:12 >6:12to512:12 sLOPe P d(2)& P (1) P„d(2) Pnd(3)� pal) P.4(3) Roof mean height god -68.1 -100.7 -42.8 -50.0 5 20' -39.1 -52.3 -105.4 44.8 >20'to S 25' -109.3 .46.4 - 3 -42.4 -73.9 >25'to S 30' -113.2 -48.1 -56.2 -43.9 -76.6 >39 to S 35' Ag >35'to 5 40 -45.1 78.7 -116.3 I Caicnlated in=Ofdmm with ASCE. 2 For Hip Roofs with sIGPO S 5.5:12.Pa3)shall be UcWAd"P„d(2)- 3-P d • M TABLE 2-RISK CATEGORY 112VOSURE d(2A AND CORNER(P."(32 AREAS OF ROOFS ' ES IN PSP FOR FIELD 1Paa(1}L .CATEGORY Dot •••• ' MINIMUM DESIGN WIN0 UPLIFT EXPOSUM D MLDWW WITH A ROOF M"N HWQW AS SPECIFIEOs >2;1210 56:12 •y6:i21o512;i�••••� •, ROOF •••••• SLOPE ..•:.• P„d(2)$ . • 1 P 2) Prd(3)1 P�fM•.. p:.Z) . Roof wean height P•,d( ) •••• tl� •• ••••• -121.0 -SLd..' -60.1' • ...... :r.20' -47.0 -81.9 • ' -85.0 � q... -62.4• >ZO'to S 25' -48.8 -125.7 _6. G4.4 ....:. •- -129.6 - S.0 ••• >25'to 530 -50.3 -87.7 -65 D... .... -69.9 -132.7 -564 • >30'to 5 35' -515 -52.7 -91.9 _135.8 -57.7 >35'to 540' I Caicolated in acoovftw with ASM'7. For Hip Roofs with slope 5 5.5:12.P..d(3)shall be treated as Pd(2). C 3P..d.0.6P. 2010 FLORIDA BU&MG CODE TEST PROTOCOLS HVNZ (RAS)127.2 y f• Florida Building Code 2010 Edition High Velocity Hurricane Zone Uniform Permit Application Form so g1l.. a Mie C lcHINS OOP e600se either Method 1 or Z.Compared the values For Moment based tie s Ystems� than or equal to the Mr the values from M«u the Mr values are 51"Or for M,With of the roof,then the the atd►citme� method is acceptable. "aloes,for each area Method 1"Moment Based Tile Calculations Per RASA NOMt =—�_Mg. _ (p=; z 1 --_—a Mg._—W*ee3. NOA 114 "Simplified Tile Caledatlon Per Table Belo'w'" Method 2 ��. Regn�d Mooent of ReAsh"M QQ From Table Below NOA Mr Z W Required Iiloment Resistance' 20' 15' eW Rod Sbps . .o t based the systeshs endorse¢. %e . • . in cosJancton with a of momen ..., . Mast be need 0000 •• • Broward Cosaty Board of Rales and Appel • For Uplift based file ryatems use Method 3.Compared the values for F;�•9 .... ..:. values for Fa a the s sevalues are greater than or equal to the Fr values,to r eaeh .: .... . area of the roof,t1 the tile,attachment method is acceptable. • _ N ...... :0:0 • Band Tile Calculations Per RAS 12fie'AF' Method "Uplift ic9:_. F,h: .... . z os 8: - Frt: _ OA (pi;_zl:_a • (p1; —:l:._ :_M_I z w:__) W: :cos 8:_= Frs: NOA F W. Where to Obtain Wormatioore find Dosed onDmiSn S or bOl RAS I27 T 1 a by saw b9 on Prem°° ASCE H Job Site M«n °Of Job rte B A NOA hiOmartdue W Gw NOA OA A Fr Reece A !+ T N A av-width a the am All must submitted�°die ED 00010)(■ •o•�rrt 0• ��,��, TGFU.R14153 Roofing Systems Page Bottom Roofing Systems SPP General Information for Roofing Systems R14153 GAF 1361 Alps Rd Wayne,N)07470-3700 USA "Ruberoid@ 20"or"Ruberoid@ 20 HT'or"Ruberoid®Modified Base Sheet"may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1/2-in.thick(minimum)gypsum board or 1/4-in.thick(minimum)Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard,""DensDeck Prime® Roofboard"or"DensDeck DuraGuard'" Roofboard"may be used in any existing noncombustible deck Classification.When this is done,the resulting roofing system is acceptable for use over combustible(15/32-in.thick minimum)roof decks. However,the butt joints in the gypsum board and Georgia-Pacific Gypsum LLC"DensDeck(g)Roofboard,""DensDeck Prime@ Roofboard"or"DensDeck DuraGuardT"Roofboard"are to offset a minimum of 6-in.with the butt joints in the roof deck.If polystyrene is part of the roof system,it must be placed below the overlayment board. Multiple plies of"GAFGLAS@ Ply 4"or"Tri-Ply@ Ply 4"or'Tri-Ply@ Ply 6"may be adhered to Georgia-Pacific Gypsum LLC"DensDeck @ Roofboard,""DensDeck Prime@ Roofboard"or"DensDeck DuraGuard'"Roofboard"in hot roofing asphalt. "EnergyGuardT"Ultra"is an acceptable alternate to"EnergyGuard- RF"in any applicable Classification. "GAF Stratavent@ Eliminator—Venting Base Sheet(Nailable)"may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. "GAFGLAS@ Perlite Insulation"may be utilized as a cover board over"EnergyGuardT"RF"insulation in any of the following systems. Unless otherwise indicated,the roof Insulation Is mechanically fastened,adhered with hot mopping asphalt or UL Classified urethane Insulation adhesive.Polystyrene referenced in any of the following Classifications include"EnergyGuard,"EPS Insulation". Unless otherwise indicated,all insulations may be adhered with any UL Classified Insulation Adhesive per the manufacturer's installation instructions(excluding LRF Adhesive O)in any applicable Non-Combustible Roof Deck Classifications. References to glass fiber insulation include"EnergyGuard Fiberglass Insulation". "EnergyGuardT"Tapered"is an acceptable alternate to"EnergyGuardTM"in any applicable Classification. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet "GA�se S@#75 Base Sheet" r'Tri-Ply@#75 Base Sheet",or"GAFGLAS@#80 ULTIMA")is a suitable alternate for Type Gl asphalt glass fiber p ye GAFG Ply 4"or'Tri-Ply@ Ply 4",or"GAFGLAS@ Ply 6")in the Class A, B or C roof systems indicated below. The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet"GAF Stratavent@ Eliminator'"Venting Base Sheet(Perforated)"or"GAF Stratavent@ Eliminator'"Venting Base Sheet(Nailable)."Perforated base sheets to be loose laid or fpR)p 3dhe red with hot roofing asphalt and nailable base sheets are to be mechanically attached granule side down. : ••• Goo* ••••:• As an option Type G2 asphalt glass mat base sheet("GAFGLAS@#75 Base Sheet"or"Tri-Ply@#75 Base Sheet" Ut • cr•*GAFtLAS@:8Q TIMA"or "GAF Stratavent@ EliminatorTM Venting Base Sheet(Nailable)"may be substituted for Type G1 asphalt glass fiber'pl?ffeEt("GAF"S@ Ply 4"o+••••• "Tri-Ply@ Ply 4"or"GAFGLAS@ Ply 6")as the nailed base ply in the following systems. Goo*** • •••• Bottom ply or base sheet may be solid mopped,spot mopped or mechanically fastened. • • •••••• •••• • ••••• Unless otherwise indicated,all insulations may be hot mopped or mechanically fastened. •••••• •• . ..... "GAFGLAS@ Flashing"or"Ruberoid@"may be used for flashing in any of the Class A, B or C systems listed below.• •• • •• ••••:• When"perlite"is referenced,this includes"GAFTEMP PERMALITE@"or any other UL Classified perlite insulation. :••;•: • •• •••Go• Crushed stone or slag are suitable alternates for gravel in any of the Class A,B or C systems listed. • Goo• • Structural cement fiber building units are considered suitable to be included as a deck in the following Class A,B o+rt systems Iisted.ouQr.0-15/ or NC. •••• The use of gypsum board under any of the following Class A,B or C systems does not adversely affect the rating.The use of 1/2-in.minimum thick gypsum board is an acceptable alternate for minimum insulation over C-15/32 thick roof decks. The use of polystyrene insulation board between minimum V4-in.thick perlite board and deck with rosin paper(perlite/rosin paper/polystyrene/perlite)is a suitable alternate for polyisocyanurate board in the following Class A,B or C systems. "EnergyGuard'"RA"or"Tapered EnergyGuard'"RA"or"EnergyGuard'"Composite RA"may be substituted for any Atlas Roofing Corp. polyisocyanurate insulation in any of the following Classifications. Trumbull"Perma Mop"may be utilized with any of the following"Asphalt Felt Systems with Hot Roofing Asphalt". "GAFGLAS@#80 Premium Base Sheet"may be used in any of the following systems. ��Og�9c�ns��a�-•t11.�j��11��Oc�1I,�Yb)ft�dtjf��0i}��I11,OO�s�Ctl,c��c�� .es�e�.��c�.�i�,rs-;rte- g: er 000,7')f■Yjo t�:y`pnt a uF u } f "GAFGLAS@ Flex Ply 6"and'Tri-Ply@ Ultra-Flexible Ply 6"are suitable alternates to"GAFGLAS@ Ply "GAFTEMP Permalite Recover Board"may be used in lieu of any perlite insulation in any of the following NC Classifications. Unless otherwise indicated,any of the"Asphalt Felt Systems with Hot Roofing Asphalt"may be surfaced with"TOPCOAT@ Fireshield MB"at 21/2 to 3-ga I/100-ft2. "Ruberoid@ Dual Smooth"may be used as an alternate to"Ruberoid@ Mop Smooth"or"Ruberoid@ 20"or"Ruberoid@ 20 HT". "Ruberoid@ Mop Smooth 1.5"may be used as an alternate to"Ruberoid@ Mop Smooth". Class A and C Hot roofing asphalt,for use with organic and glass felts or modified bitumen membranes. "Ruberoid@ Heat Weld"SBS roofing membrane may be used in lieu of"Ruberoid@ Mop"SBS products in any applicable Classification. • • •••• •••••• •••••• •••• •••••• • •••• • ••••• •••••• •• • ••••• •• •• • •• •••••• • • • • • •••••• r��Hd�ao116.�v�.°�.vdlo�—•tll,e40�■�ITyOO�tlb�jEc�dZjf■��F#�?e��111.00■��i1L�� .es�,�.es��.esu�� rt,_LP 9DL ,u 0001X JC' 604M.04 t 1 ' h 1.Deck: NC Incline: 1/2 Insulation(Optional):—One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or periite/urethane composite or wood fiber/polyisocyanurate composite or phenolic,any thickness. Base Sheet(Optional):—One or more plies Type GI or Type G2 or Type G3. —One or more plies'Ruberoid@ Torch@"(Smooth or Granule)or"Ruberoid@ Torch Granule Plus"or"Ruberoid@ Membrane: ule Mop"(Smooth or Granule)or"Ruberoid@ Mop Plus Gran led in arflood coat of hot roofing asphalt. Surfacing:—Gravel,400-lbs/100-ft', loose laid or app 2. Deck: NC Incline: 1/2 Base Sheet(Optional):—One or more plies Type G1 or Type G2 or Type G3 Membrane:—One or more plies"Ruberoid@ Torch"(Smooth or Granule)or"Ruberoid@ Torch Granule Plus"or"Ruberoid@ Mop"(Smooth or Granule)or"Ruberoid@ Mop Plus Granule" Coating:—"Karnak No.97"applied at 11/2 to 3-gal./100-ft2. 3.Deck:NC Incline: 1/4 Insulation(Optional):—One or more layers perlite,wood fiber,glass fiber,any thickness. Base Sheet(Optional):—One or more plies Type G1 or Type G2 or Type G3. Membrane:—One or more plies"Ruberoid@ Torch"(Smooth or Granule)or"Ruberoid@ Torch Granule Plus"or"Ruberoid@ Mop Granule"or"Ruberoid@ Mop Plus Granule". Coating:—"Karnak No.97"applied at 11/2 to 3- gal/100-ft2. 4. Deck:C-15/32 Incline: 1/2 Insulation:—One or more layers perlite,glass fiber,polyisocyanurate,urethane,periite/polyisocyanurate composite,perlite/urethane composite, phenolic, 11/2-in.minimum thickness(butt joints staggered a minimum of 6-in.form plywood deck butt joints). Base Sheet:—One or more plies Type G2 or Type G3. Ply Sheet(Optional):—One or more plies Type G1 Membrane:—One or more plies"Ruberoid@ Torch"(Smooth or Granule)or"Ruberoid@ Torch Granule Plus"or"Ruberoid@ Mop"(Smooth or Granule)or"Ruberoid@ Mop Plus Granule". Surfacing:—"Karnak No.97"applied at 11/2 to 3-gal/100-ft2. 5. Deck:NC Incline: 1/2 Base Sheet(Optional):—One or more plies Type Gi or Type G2 or Type G3. Membrane:—One or more plies"Ruberoid@ Torch"(Smooth or Granule)or"Ruberoid@ Torch Granule Plus lied at 3-gal/100-ft 2. Surfacing(Optional):—Karnak"No.97"or"169"applied at 1 to 3 gal/100-ft2 or Grundy Ind."20 F Emulsion"app 6.Deck:C-15/32 Incline: 1/2 Insulation:—One or more layers perlite,glass fiber,3/4-in.minimum,polyisocyanurate,urethane,perlite/polyisocyanurate composite, perlite/urethane composite, 11/2-in.minimum. Base Sheet(Optional):—One or more plies Type G1 or Type G2 or Type G3" Membrane:—One or more plies"Ruberoid@ Torch"(Smooth or Granule)or"Ruberoid@ Torch Granule Plus"or"Ruberoid@ Mop"(Smooth or Granule)or"Ruberoid@ Mop Plus Granule". Surfacing:—Gravel. 7. Deck:C-15/32 Incline: 1/2 *600 Insulation(Optional):—One or more layers perlite,wood fiber,glass fiber,polyisocyanurate,urethan,perlite/polyisocyaryxate •••• • composite, perlite/urethane composite,wood fiber/polyisocyanurate composite. •• • ; .00. •• Base Sheet:—Two or more plies Type G2 or Type G3. •••••• *000 •••••• Ply Sheet(Optional):—One or more plies Type G1. • Membrane:—One or more plies"Ruberoid@ Torch"(Smooth or Granule)or"Ruberoid@ Torch Granule4Pkx1borrV'Ruberoid@• • Mop"(Smooth or Granule)or"Ruberoid@ Mop Plus Granule". 900090 • • • • Surfacing:—"Karnak No.97"applied at 11/2 to 3-gal/100-ft2 or gravel. 0000 • ••••• •••••• • •• ••••• 8. Deck:NC Incline: 1/2 • 96.00• 0 ••• •••••• tg�ppVy 2cYanurate composite, • Insulation:—One or more layers perlite,glass fiber,3/4-in.minimum polyisocyanurate,urethane,peril / � • perlite/urethane composite, 11/2-in. minimum. • • • • •••••• Base Sheet(Optional):—One or more plies Type G1 or Type G2 or Type G3. Membrane:—One or more plies"Ruberoid@ Torch"(Smooth or Granule)or"Ruberoid@ Torch Granule.Plus0 or"Ruberoid ••• •••••• Mop"(Smooth or Granule)or"Ruberoid@ Mop Plus Granule". •• • 0000 • • Surfacing:—Grundy"AL MB Aluminum Roof Coating"applied at 1 to 2-gal/100-ft2. o f% 9.Deck:C-15/32 Incline: 1/2 Insulation(Optional): —One or more layers perlite,glass fiber,3/4-in.minimum, polyisocyanurate,urethane,per]ite/poiyisocyanurate composite, perlite/urethane composite,phenolic, 11/2-in. minimum. Base Sheet:—One or more plies Type G2"GAFGLAS@#75 Base Sheet",or"Tri-Ply@#75 Base Sheet",hot mopped or mechanically fastened in place. Ply Sheet:—One or more plies Type G1"GAFGLAS@ Ply 4"or"Tri-Ply@ Ply 4"or"GAFGLAS@ Ply 6"hot mopped in place. Membrane:—"Ruberoid@ Mop 170 FR"or"Ruberoid@ Dual FR"or"Ruberoid@ Mop FR"or"Ruberoid@ EnergyCapTp1 Mop FR". Surfacing(Optional):—"GAF Fibered Aluminum Coating"applied at 11/2-gal/100-ft2 or"GAF Weather Coat Emulsion"applied at 3-gal/100-ft2. ��OQq9,S9r'0*0dZvs•R 6D��i1p0O' 190)yj,)(md2)f11111®3*9<1;*M-00*0�Igd9��c� e Incline: 1/2 P0. ck:C-15/32 Insulation(Optional):—Perlite,fiber glass so Ys3p ne or periite/polyisocyanurate composite. Base Sheet:—One or more layers Type G2 ' FGLASO ee 5 Bose She ed or mechanically�y Base Sheet"or Type G3"GAFGLAS®Mineral Surfaced Cap Sheet"or"Tri-Ply@ Mineral Su a Ply Sheet(optional): —One or more pli ype G1 of mopped in *M Mop FR. Membrane:—"RuberoidO Mop 170 FR"o Dual FR"o 'Ruberoid@ Mop FR"or"RuberoidO EnergyCap 11. Deck:C-15/32 Incline: 1/2 Insulation(optional):—Perlite,fiber glass, polyisocyanu rate,urethane or periite/polyisocyanurate composite,butt offset a minimum of 6-in.from plywood deck joints. e Sheet"or"Tri-PIyB#75 Base Sheet"or Type G3"GAFGLAS@ Mineral Base Sheet:—One or more plies Type G2"GAFGLAS@#75 Bas Surfaced Cap Sheet"or"Tri-Piy®Mineral Surfaced Cap Sheet"hot mopped or mechanically fastened. Ply Sheet(optional):—One or more plies Type G1,hot mopped in place. Membrane:—One ply'RuberoidO Torch Smooth"or"RuberoidO Mop Smooth"or"Ruberoid0 Mop Smooth 1.5"or'RuberoidQ Mop Smooth Plus"or"Ruberoid0 Dual Smooth". - Mo FR". Membrane:—One ply"Ruberoid@ Mop 170 FR"or"RuberoidO Dual FR"or"Ruberoid®Mop FR"or"Ruberoid0 EnergyCap p 0000 • • •9•0 •090.0 • • • • ••909• 0000 •••9•• • 00000• • • • ••••0• 0000 • • • • • • •99.00 9.09 • 0099• • • •0909• •• • •0••• •• •• • •• •090•• • •0.9.9 • • • • • • 0.0999 • • • 0000•• •• • 0000 • • dt0 0,613 rb3EQ�Sj)f■��+#��IIn 0U��f11�3�� zs c� ✓C�c�� 1�:'.9rp11(, VJ L.Jx' u r-n 000>r)E5yj0 �o•�tti 0• TGFU.R14153 Roofing Systems Page Bottom Roofing Systems See General Information for Roofing Systems R14153 GAF 1361 ALPS RD WAYNE,NY 07470 USA "Ruberoid@ 20"or"Ruberoid@ 20 HT"or"Ruberoid@ Modified Base Sheet"may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1/2-in.thick(minimum)gypsum board or 1/4-in.thick(minimum)Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard,""DensDeck Prime@ Roofboard"or"DensDeck DuraGuard" Roofboard"may be used in any existing noncombustible deck Classification.When this is done,the resulting roofing system is acceptable for use over combustible(15/32-in.thick minimum)roof decks. However,the butt Joints in the gypsum board and Georgia-Pacific Gypsum LLC"DensDeck®Roofboard,""DensDeck Prime@ Roofboard"or"DensDeck DuraGuard'"Roofboard"are to offset a minimum of 6-in.with the butt Joints in the roof deck.If polystyrene is part of the roof system,it must be placed below the overlayment board. Multiple plies of"GAFGLAS@ Ply 4"or'Tri-Ply@ Ply 4"or'Tri-Ply@ Ply 6"may be adhered to Georgia-Pacific Gypsum LLC"DensDeck @ Roofboard,""DensDeck Prime@ Roofboard"or"DensDeck DuraGuard'"Roofboard"in hot roofing asphalt. "EnergyGuard—Ultra"is an acceptable alternate to"EnergyGuardT' RF"in any applicable Classification. "GAF Stratavent@ Eliminator""Venting Base Sheet(Nailable)"may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. "GAFGLAS@ Perlite Insulation"may be utilized as a cover board over"EnergyGuardT'RF"insulation in any of the following systems. •` Unless otherwise indicated,the roof insulation is mechanically fastened,adhered with hot mopping asphalt or UL Classified urethan elation •••••• adhesive.Polystyrene referenced in any of the following Classifications include"EnergyGuard'"EPS Insulation". ••• : •• • •• Unless otherwise indicated,all insulations may be adhered with any UL Classified Insulation Adhesive per the mane fay u�is inst3NatiM • •••• • instructions(excluding LRF Adhesive O)in any applicable Non-Combustible Roof Deck Classifications. •••:•• • • • References to glass fiber insulation Include"EnergyGuard Fiberglass Insulation". 000* • • • • "EnergyGuard*"Tapered"is an acceptable alternate to"EnergyGuard""In any applicable Classification. •••• • •• ••;•`• •••••• ••• • ••••• ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT • • • • •• •• •• •••••• �� • Type G2 asphalt glass mat base sheet("GAFGLAS@#75 Base Sheet"or'Tri-Ply@#75 Ply Base Sheet",or @Ply 6") #1(!ass A,S)is i3 suitable • alternate for Type GI asphalt glass fiber ply sheet("GAFGLAS@ Ply 4"or'Tri-Ply@ Ply 4",or"GAFGLAS@ Ply 6')n the C ss A, or.:AD:f •••••• systems indicated below. • • ` ;••••: The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet"GAF Stratavent@4E4iminetor'"Veen".Base • • Sheet(Perforated)"or"GAF Stratavent@ Eliminator'"Venting Base Sheet(Nailable)."Perforated base sheets to be loose laid orf hered with hot roofing asphalt and natlable base sheets are to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet("GAFGLAS@#75 Base Sheet"or"Tri-Ply@#75 Base Sheet"or"GAFGLAS@#80 ULTIMA"or "GAF Stratavent@ Eliminator'"Venting Base Sheet(Nailable)"may be substituted for Type G1 asphalt glass fiber ply sheet("GAFGLAS@ Ply 4"or "Tri-Ply@ Ply 4"or"GAFGLAS@ Ply 6")as the nailed base ply in the following systems. ,j Bottom ply or base sheet may be solid mopped,spot mopped or mechanically fastened. Unless otherwise indicated,all insulations may be hot mopped or mechanically fastened. "GAFGLAS@ Flashing"or"Ruberoid@"may be used for flashing in any of the Class A,B or C systems listed below. When"perlite"is referenced,this includes"GAFTEMP PERMALITE@"or any other UL Classified perlite insulation. Crushed stone or stag are suitable alternates for gravel in any of the Class A,B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A,B or C systems listed over C-15/32 or NC. The use of gypsum board under any of the following Class A,B or C systems does not adversely affect the rating.The use of 1/2-in.minimum thick gypsum board is an acceptable alternate for minimum insulation over C-15/32 thick roof decks. The use of polystyrene insulation board between minimum 3/4-in.thick perlite board and deck with rosin paper(perlite/rosin paper/polystyrene/perlite)is a suitable alternate for polyisocyan u rate board in the following Class A,B or C systems. "EnergyGuard"RA"or"Tapered EnergyGuard'"RA"or"EnergyGuard'"Composite RA"may be substituted for any Atlas Roofing Corp. polyisocya nu rate insulation in any of the following Classifications. Trumbull"Perma Mop"may be utilized with any of the following"Asphalt Felt Systems with Hot Roofing Asphalt". "GAFGLAS@#80 Premium Base Sheet"may be used in any of the following systems. ��Q�Es8d9n6s�6sdj�+iT1,��Tl]�QO�11��)f[vdljf��d3�o4��t11,OQ��111,daO�� .es��.esv�d�.es�� fb**000&I6DO❑O I�O�E■♦ �'`►4••�'7o►rl t�6s'�Tll ❑� FE-2 • • • •••••• • •f •• •• •.f,•• •••••• ••• • ••••• • • • • + s •.•• Monroe T • •Mobile 3 i. I1 1 . • J I t y ��.M��❑•8��•■♦B�Ze�06s�f■®•jE❖Itl,�tlp❑O�❑■�O��f■�O❖IT��I�O�f■�� .et��.�68�.es��rc3 CD aa❑xr)(■yJD 6314+1 o• t-avkm rEn, 0>0 � SINGLE PLY MEMBRANE ROOFING SYSTEMS(MODIFIED BITUMEN) Unless otherwise indicated phenolic insulation may be used in any of the following systems. Unless otherwise indicated any of the following Single Ply Membrane Systems may utilize multiple layers of Ruberoid@ Membrane. "GAF Premium Aluminum Roof Coating"may be used on any of the following Classifications with inclines not exceeding 1/2-in. "GAF Weater Coat Emulsion"may be used on any of the following noncombustible Classifications with inclines not exceeding 1/2-in. "Ruberoid@ Modified Bitumen Adhesive"or Monsey Corp. "MBA Gold"or Karnak"No.81"adhesives may be used in any of the following noncombustible deck Classifications. Tropical Asphalt"No.711 AF"adhesive may be used in any of the following Classifications. "GAFGLAS@#80 Premium Base Sheet"may be used in any of the following systems. (Optional)Noncombustible deck classifications are applicable for use over combustible(15/32-in.minimum plywood)decks when 1/2-in. (minimum)gypsum board or'/4-in.(minimum)Georgia-Pacific Gypsum LLC"DensDeck @ Roofboard,""DensDeck Prime@ Roofboard"or "DensDeck DuraGuard•"Roofboard"are used directly over the deck with all joints staggered 6-in.(minimum)from plywood joints. A vapor barrier may be optionally installed under all systems utilizing any"Energy rGuard@"type insulation. "GAFGLAS@ Perlite"may be used as an option over any"EnergyGuard"type insulation."GAFGLAS@ Stratavent Perforated Base Sheet"may be utilized as an additional ply in any of the following systems. \4 The following membranes may be used interchangeably within their own group: �."Rubero di @ Torch Granulr"Ruberoid@ Torch Granule Plus"or"Ruberoid@ Torch Granule 1"or"Ruberoid0 Torch 180"or "ROOFMatch"APP Modified ranular"or'Tri-Ply@ TP-4G". B. "Ruberoid@ Mop Smooth"or"Ruberoid@ SBS Heat Weld Smooth"or"Ruberoid@ 601 Cap Plus"or"Ruberoid@ 30". C."Ruberoid@ Mop Granule"or"Flex PRF"or"Ruberoid@ Mop Plus Granule"or"Ruberoid@ SBS Heat Weld Granule"or "Ruberoid@ SBS Heat Weld Plus"or"ROOFMatch'"SBS Modified Granular"or"Tri-Ply@ SBS Modified Bitumen Membrane". D."Ruberoid@ Mop 170 FR"or"Ruberoid@ Dual FR". E."Ruberoid@ 30 FR"or"Ruberoid@ 30 FR HT"or"Ruberoid(g EnergyCapSBS 30 FR". F. "Ruberoid@ 20"or"Ruberoid@ 20 HT"or"Ruberoid@ SBS Heat Weld 25." 0000 ••• 0000•• G."Ruberoid@ SBS Heat Weld 170 FR","Ruberoid@ EnergyCap—SBS Heat Weld Plus FR"or"Ruberoid4SBS•t1e0t Weld PTus • FR". • • • • 0000•• •• • ••9.9• H. "Ruberoid@ Torch Smooth"or"Tri-Ply@ TP-4". • 0000•• • • • I."Ruberoid@ Mop Smooth"or"Ruberoid@ 20"or"Ruberoid@ 20 HT"or"Ruberoid@ Dual Smooth". •••• 06 • • • J."Ruberoid@ Mop Smooth"or"Ruberoid@ Mop Smooth 1.5". •••9 • •• ••:••• 090000 000 • w9.9• Unless otherwise indicated,the Modified Bitumen (Granule)membrane may be surfaced with'TOPCOAT@ Fireshield4MB"et 21/2 to 3.0%ar100- •••9•• ft2,and the incline of the resultant system would be increased to a 3/4-in.incline. But if the incline of the Classifie3 sysTem is greater than a 3/4-in. •• incline,the incline of the roofing system would be maintained when surfaced with'TOPCOAT®Fireshield MB"at VA?JID-gal/100-ft-' • Unless otherwise indicated"Ruberoid@ EnergyCap'"SBS 30 FR"is an acceptable alternate for"Ruberoid@ 30 FR"or"Ruberoid@V)4F1ktK"or • • "Ruberoid@ Mop 170 FR"or"Ruberoid@ Dual FR"in any applicable Classification. • • • •••••• M��O��ns�°v'dls•tTl��■�I1�00�ITk�o)fmdjjE■��Of?��il(OD■a'4�111�B� J� esgg(r,9.e2!y s LlCiN I MIAMhMIAMI-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)31525-99 NOTICE OF ACCEPTANCE (NOA) :"►`"UV/C111110111N GAF 1361 Alps Road Wayne,NJ 07470 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: : GAF Ruberoid*Modified Bitumen Roof System for Wood Decks LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 09-0224.01 and consists of pages 1 through 29. The submitted documentation was reviewed by Jorge L. Acebo. [� 1 NOA No.: 13-0424.14 Expiration Date: 11/06/14 MIAMMDADE COUNTY Approval Date: 10/31/13 Page 1 of 29 ROOFING SYSTEM APPROVAL Category: Roofing Sub-Category: Modified Bitumen Material: APP/SBS Deck Type: Wood Maximum Design Pressure: -75 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description MatrixTM 102 SBS 5 gallons ASTM D3019 Fiber reinforced rubberized cold-applied Membrane Adhesive adhesive for modified bitumen roof systems. GAFGLAS#7#75 39.37" ASTM D4601 Type 1I asphalt impregnated and coated Base (1 meter)Wide glass mat base sheet. GLAS'*#80 UltimaTM 39.37" ASTM D4601 Type H asphalt impregnated and coated, Base Sheet (I meter)Wide fiberglass base sheet. GAFGLASJ FlexPlyTM 6 39.37" ASTM D2178 Type VI asphalt impregnated glass felt (1 meter)Wide with asphalt coating. (�GAFGLASIV Ply 4 39.37" ASTM D2178 Type IV asphalt impregnated glass felt (1 meter)Wide with asphalt coating. GAFGLAS'tMineral 39.37" ASTM D3909 Asphalt coated, glass fiber mat cap sheet Surfaced Cap Sheet (1 meter)Wide surfaced with mineral granules. GAFGLAS'"'EnergyCapTM 39.37' ASTM D3909 Asphalt coated, glass fiber mat cap sheet BUR Mineral Surface Cap (1 meter)Wide surfaced with mineral granules with Sheet factory applied EnergyCotJ' GAFGLAST' Stratavent* 39.37' ASTM D4897 Fiberglass base sheet coated on both sides EliminatorTM Perforated (1 meter)Wide with asphalt. Surfaced on the bottom side Venting Base Sheet with mineral granules embedded in asphaltic coating with factory perforations. GAFGLAS*Stratavene 39.37' ASTM D4897 A nailable,fiberglass base sheet.coated on Eliminator TM Perforated (I meter)Wide both sides with asphalt. Surfaced on the Nailable Venting Base bottom side with mineral granules Sheet embedded in asphaltic coating. Ruberoid®SBS 39.37' ASTM D6164 Non-woven polyester mat coated with Heat-WeIC Smooth (1 meter)Wide polymer-modified asphalt and smooth surfaced. Ruberoid®SBS 39.37' ASTM D6164 Non-woven polyester mat coated with Heat-Weld M Granule (I meter)Wide polymer-modified asphalt and surfaced with mineral granules. RoofMatchT 107 sq. ft. ASTM D6164 Non-woven polyester mat coated with SBS Modified Granular (9.9 m2) SBS polymer-modified asphalt and surfaced with colored mineral granules. Ruberoid® SBS 39.37' ASTM D6164 Non-woven polyester mat coated with fire Heat-Weld TM 170 FR (I meter)Wide retardant polymer-modified asphalt and surfaced with mineral granules. NOA No.: 13-0424.14 Mwr�N��E�ounmr Expiration Date: 11/06/14 Approval Date: 10/31/13 Page 2 of 29 Test Product Product Dimensions Specification Description Ruberoid®SBS 39.37" ASTM D6164 Non-woven polyester mat coated with Heat-WeldTM Plus (1 meter)Wide polymer-modified asphalt and surfaced with mineral granules. Ruberoid® SBS 39.37" ASTM D6164 Non-woven polyester mat coated with fire Heat-Weld- Plus FR (1 meter)Wide retardant polymer-modified asphalt and surfaced with mineral granules. Ruberoid`'EnergyCap'" 39.37" ASTM 136164 Non-woven polyester mat coated with fire SBS Heat-Weld TM Plus FR (1 meter)Wide retardant polymer-modified asphalt and surfaced with mineral granules and with factory applied EnergyCote. Ruberoid® SBS 39.37" ASTM D6163 Non-woven polyester mat coated with Heat-Weld TM 25 (1 meter)Wide polymer-modified asphalt and smooth surfaced. Ruberoidt Mop Granule 39.37" ASTM D6164 Non-woven polyester mat coated with (1 meter)Wide polymer-modified asphalt and surfaced with mineral granules. Ruberoid'Mop Smooth 39.37" ASTM D6164 Non-woven polyester mat coated with (1 meter)Wide polymer-modified asphalt and smooth surfaced. Ruberoid Mop Plus 39.37" ASTM D6164 Non-woven polyester mat coated with (1 meter)Wide polymer-modified asphalt and surfaced with mineral granules. Ruberoid Mop 170FR 39.37" ASTM D6164 Non-woven polyester mat coated with fire (1 meter)Wide retardant polymer modified asphalt and surfaced with mineral granules. Ruberoid'Mop FR 39.37" ASTM D6164 Non-woven polyester mat coated with fire (1 meter)Wide retardant polymer-modified asphalt and surfaced with mineral granules. Ruberoid)Torch Smooth 39.37" ASTM D6222 Non-woven polyester mat coated with (1 meter)Wide APP modified asphalt and smooth surfaced. Ruberoid Torch Granule 39.37" ASTM D6222 Non-woven polyester mat coated with (1 meter)Wide APP modified asphalt and surfaced with mineral granules Ruberoid EnergyCap- 39.37" ASTM D6222 APP modified cap membrane with a torch Torch Granule FR (1 meter)Wide grade bottom surface and a mineral granular top surface coated with factory applied EnergyCoteTM Ruberoid EnergyCap 39.37" ASTM 136222 APP modified cap membrane with a torch Torch Granule Plus FR (1. meter)Wide grade bottom surface and a mineral granular top surface coated with factory applied EnergyCote . RoofMatch" 107 sq. ft. ASTM D6222 Non-woven polyester mat coated with APP Modified Granular (9.9 m2) APP polymer-modified asphalt and surfaced with colored mineral granules. Ruberoid Torch FR 1 meter ASTM D6222 Non-woven polyester mat,coated with fire (39.37")Wide retardant asphalt modified bitumen membrane with granule surface. NOA No.: 13-0424.14 Expiration Date: 11/06/14 MIAWDADECOUNTY Approval Date: 10/31/13 Page 3 of 29 Test Product Product Dimensions Specification Description Ruberoid(9'20 1 meter ASTM D6163 SBS modified asphalt base sheet reinforce (39.37")Wide with a glass fiber mat. Ruberoid®30 1 meter ASTM D6163 Non-woven fiberglass mat coated with (39.37")Wide polymer modified asphalt and surfaced with mineral granules. Ruberoid'J)30 FR 1 meter ASTM D6163 Non-woven fiberglass mat coated with fire (39.37") Wide retardant,polymer-modified asphalt and surfaced with mineral granules. Ruberoid'EnergyCap'" 30 1 meter ASTM D6163 Non-woven fiberglass mat coated with fire FR SBS Membrane (39.37")Wide retardant,polymer-modified asphalt and surfaced with mineral granules and with factory applied EnergyCote. Ruberoid®Dual FR 39.37"(1 meter) ASTM D6162 Non-woven polyester and fiberglass mat Wide coated with file retardant, polymer- modified asphalt and surfaced with mineral granules. Topcoat Elastomeric 1, 5 or 55 gallons ASTM D6083 An acrylic,water based elastomeric Roofing Membrane membrane system designed to protect various types of roofing surfaces. Topcoat MB Plus 5 or 55 gallons Proprietary Water based, low VOC primer used to block asphalt bleed-through. To coat' 5 gallons ASTM D6083 Solvent based sprayable thermoplastic p Surface Seal SB rubber sealant designed to protect and restore aged roof surfaces and to increase a roofs reflectivity. Fire0d" Fire Barrier 5, 55 gallons Proprietary Low VOC, water-based fire barrier Coating coating. VersaShield'"' 42"x 100' rolls ASTM D226 Non-Asphaltic,fire resistant fiberglass- Fire-Resistant Roof Deck based underlayment. Protection NOA No.: 13-0424.14 Expiration Date: 11/06/14 MIAMFDADE COUNTY Approval Date: 10/31/13 ` Page 4 of 29 r f ' Membrane Type: APP/SBS Heat Weld Deck Type 1: Wood,Non-insulated Deck Description: 19/32" or greater plywood or wood plank decks System Type E(2): Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating,VersaShield*Fire-Resistant Roof Deck (optional) Protection or Securock®Gypsum-Fiber Roof Board. Base sheet: GAFGLAS®#80 UltimaTM Base Sheet, GAFGLAS'' Stratavene Eliminator T11 Nailable Venting Base Sheet,Ruberoid Mop Smooth,Ruberoid®20,Ruberoid' SBS Heat-WeldM Smooth or Ruberoid® SBS Heat-Weld-25 mechanically fastened to deck as described below; Fastening Options: GAFGLAS® S Ply 4,GAFGLAFlexPlyTM 9GLAASS#75 Base She r any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure—45 psf,See General Limitation#7) GAFGLAS`'Ply 4, GAFGLAS F1exP1yTM 6, GAFGLAS#75 Base Sheet or any of above base sheets attached to deck with Drill-TecTM 412 Fastener, Drill-TecTM #14 Fastener or Drill-TecTM XHD Fastener and Drill-TecTM 3" Steel Plate, Drill- TecTM AccuTrac Flat Plate or Drill-Tec"AccuTrac')Recessed Plate installed 12"o.c. in 3 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 12"o.c. in the field of the sheet. (Maximum Design Pressure—45 psf,See General Limitation#7) GAFGLAS'F1exPlyT.M 6, GAFGLAS`-#75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure—52.5 psf,See General Limitation#7) GAFGLAS'#80 Ultima T"Base Sheets,Ruberoida20,Ruberoid'�'Mop Smooth, base sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure—60 psf,See General Limitation#7) GAFGLAS'#75 Base Sheet or any of above base sheets attached to deck with Drill-TecTM#12 Fastener,Drill-TecTM#14 Fastener or Drill-TecTM XHD Fastener and Drill-TecTM 3" Steel Plate,Drill-TecTM AccuTrac-'Flat Plate or Drill-TecTM AccuTrac Recessed Plate installed 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9"o.c. in the field of the sheet. (Maximum Design Pressure—60 psf, See General Limitation#7) NOA No.: 13-0424.14 MMM MIAMIhDADECOUNTY Expiration Date: 11/06/14 • Approval Date: 10/31/13 Page 27 of 29 (Maximum Design Pressure—60 psf, See General Limitation #7) GAFGLAS"#75 Base Sheet or any of above base sheets attached to deck with Drill-TecTM#12 Fastener, Drill-TecTM #14 Fastener or Drill-TecTM XHD Fastener and Drill-TecT'3" Steel Plate,Drill-TecAccuTraco Flat Plate or Drill-TecTM ` f AccuTrac"Recessed Plate installed 8"o.c. in 4 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 9"o.c. in the field of the sheet. (Maximum Design Pressure—75 psf,See General Limitation #7) Ply Sheet: (Optional except over Ruberoid Mop Smooth,Ruberoid 20,Ruberoid SBS 1dTM mooth or Ruberoid'o SBS Heat-Weld TM 25)One or more plies GAF ®Ply 4 r GAFGLAS4'FlexP1yTM 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or Ruberoid®Torch Smooth torch applied according to manufacturer's application instructions. Membrane: One ply of Ruberoid®Torch Smooth,Ruberoid®Torch Granule,RoofmatchTM APP Modified Granular,Ruberoid®EnergyCapTM Torch Granule FR, Ruberoid' EnergyCapTM Torch Plus FR,or Ruberoid'Torch FR torch applied according to manufacturer's application instructions. Or One or more plies of Ruberoid` SBS Heat-Weld TM Plus,Ruberoid")SBS Heat- WeIdTM Plus FR, Ruberoid®SBS Heat-WeIdTM 170 FR,Ruberoid'*EnergyCapTM SBS Heat-Weld TM Plus FR,Ruberoid'SBS Heat-WeldTM Granule,Ruberoid",SBS Heat-Weld TM Smooth and Ruberoid SBS Heat-WeIdTM 25 applied according to manufacturer's application instructions. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq.respectively in a flood coat of approved asphalt at 601bs./sq. 2. GAFGLAS'10 Mineral Surfaced Cap Sheet or GAFGLAS`'EnergyCapTM BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. 3. Topcoat'Elastomeric Roofing Membrane,Topcoat MB Plus (to be used as ap rimer with To coat Elastomeric Roofing Membrane or To c t oa Surface Seal SB applied at 1 p g ) P pp to 1.5 gal./sq. Maximum Design Pressure: See Fastening Above NOA No.: 13-0424.14 MIAMbDADECOUNTY Expiration Date: 11/06/14 �&jgmsyjvj Approval Date: 10/31/13 Page 28 of 29 � f Any of above base sheets attached to deck approved annular ring shank nails and TM 3" inverted Drill-TeC insulation plates at a fastener spacing of 9" o.c. at the 4" Inn QtavaPrF-A in hwn rnwQ V in tha fir ld y r . WOOD DECK SYSTEM LIMITATIONS: ' Ply 4 and GAFGLAS" FlexPly TM 6 when used as a 1 A slip sheet is required with GAFGLAS� mechanically fastened base or anchor sheet. 2. Minimum '/4" DensDeck® Roof Board or ''/2" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt,panel size shall be 4'x 4'maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 121bs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of-45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F')value of 275 lb£, as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing,prepared, signed and sealed by a Florida Registered Engineer,Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117.Calculations prepared, signed and sealed by a Florida registered Professional Engineer,Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA,General Limitation 49 will not be applicable.) 8. All attachment and sizing of perimeter nailers,metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners).Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters,extended corners and corners). ( When this limitation is specifically referred within this NOA,General Limitation 47 will not be applicable.) 10. All products listed herein shall have a qualityassurance audit in accordance with the Florida P Building Code and Rule 9N-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 13-0424.14 CECOUNTY Expiration Date: 11/06/14 MIAMMDAD. , Approval Date: 10/31/13 Page 29 of 29 MIAMI-DADE COUNTY MIAMNDADE 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)31525-99 NOTICE OF ACCEPTANCE (NOA) "i""�"'—"-" " GAF 1361 Alps Road Wayne,NJ 07470 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 fails to perform in the accepted manner, the manufacturer will incur the expense of such testing material fa p p and the AHJ may y immediate) 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 rlod$Buildigg Bode •• including the High Velocity Hurricane Zone of the Florida Building Code. ... •.. .••• • DESCRIPTION: : GAF Ruberoie Modified Bitumen Roof System for Wood Decks....* . .000 • .. ..... LABELING: Each unit shall bear a permanent label with the manufacturer's name or low city,stat®aad •• •• following statement: "Miami-Dade County Product Control Approved",unless otherwise itot2ti herein. RENEWAL of this NOA shall be considered after a renewal application has been filed end there hag-beer:no •••• • change in the applicable building code negatively affecting the performance of this prod4� • • 0 0 TERMINATION of this NOA will occur after the expiration date or if there has been a revision or Qhar►ge in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 09-0224.01 and consists of pages 1 through 29. The submitted documentation was reviewed by Jorge L.Acebo. I �r NOA No.: 13-0424.14 Expiration Date: 11/06/14 C►'YM1N�4DECDt1ntTY ��'( Approval Date: 10/31/13 APPROVED Page 1 of 29 t 4 � 0 ROOFING SYSTEM APPROVAL Category: Roofing Sub-Category: Modified Bitumen Material: APP/SBS Deck Type: Wood Maximum Design Pressure: -75 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description MatrixTM 102 SBS 5 gallons ASTM D3019 Fiber reinforced rubberized cold-applied Me eve adhesive for modified bitumen roof systems. GAFGLAS®#75 39.37" ASTM D4601 Type II asphalt impregnated and coated Base Sheet (1 meter)Wide glass mat base sheet. AS®#80 UltimaT 39.37" ASTM D4601 Type II asphalt impregnated and coated, Base Sheet (1 meter)Wide fiberglass base sheet. GAFGLAS®F1exPlyT'6 39.37" ASTM D2178 Type VI asphalt impregnated glass felt with asphalt coating. (1 meter)Wide GAFGLAS'Ply 4 39.37" ASTM D2178 Type IV asphalt impregnated glass felt (I meter)Wide with asphalt coating. GAFGLAS®Mineral 39.37" ASTM D3909 Asphalt coated,glass fiber mat cap:0 0* •••••• Surfaced Cap Sheet (1 meter)Wide surfaced with miners;granules. •• • • GAFGLAS®EnergyCap" 39.37" ASTM D3909 Asphalt coated,glass,.fja"qiat cap"the ••••;• BUR Mineral Surface Cap (I meter)Wide surfaced with mineral grimes with . TM Sheet factory applied Ener ow •• •••• GAFGLAS'Stratavent® 39.37" ASTM D4897 Fiberglass base sheet oYAej on beth sides ••••• EliminatorTM Perforated (1 meter)Wide with asphalt. SurfacdW(V ft bott6"�idp •••••• Venting Base Sheet with mineral granuleg trif6�dded in •. asphaltic coating witV factory • . . . . ...... perforations. GAFGLAS'Stratavent 39.37" ASTM D4897 A nailable, fiberglass y4se jheet coa jq� gn ;••••; both sides with asphalt. Surfaced gp:be EliminatorT Perforated (1 meter)Wide bottom side with mineral granules Nailable Venting Base embedded in asphaltic coating. Sheet Ruberoid®SBS 39.37" ASTM D6164 Non-woven polyester mat coated with Heat-Weld T'Smooth (1 meter)Wide polymer-modified asphalt and smooth surfaced. Ruberoid®SBS 39.37" ASTM D6164 Non-woven polyester mat coated with Heat-Weld TM Granule (l meter)Wide polymer-modified asphalt and surfaced with mineral granules. RoofMatchT' 107 sq. ft. ASTM D6164 Non-woven polyester mat coated with SBS Modified Granular (9.9 m2) SBS polymer-modified asphalt and surfaced with colored mineral granules. Ruberoid®SBS 39.37" ASTM D6164 Non-woven polyester mat coated with fire Heat-WeIC 170 FR (1 meter)Wide retardant polymer-modified asphalt and surfaced with mineral granules. NOA No.: 13-0424.14 Expiration Date: 11/06/14 MA—LAM 1 pADE COUNTY Approval Date: 10/31/13 "'• ' Page 2 of 29 Test Product Product Dimensions Specification Description Ruberoid®SBS 39.37" ASTM D6164 Non-woven polyester mat coated with Heat-Weld'm Plus (1 meter)Wide polymer-modified asphalt and surfaced with mineral granules. Ruberoid®SBS 39.37" ASTM D6164 Non-woven polyester mat coated with fire Heat-Weld- Plus FR (1 meter)Wide retardant polymer-modified asphalt and surfaced with mineral granules. Ruberoid EnergyCap- 39.37" ASTM D6164 Non-woven polyester mat coated with fire SBS Heat-WeIC Plus FR (1 meter)Wide retardant polymer-modified asphalt and surfaced with mineral granules and with factory applied EnergyCote. Ruberoid®SBS 39.37" ASTM D6163 Non-woven polyester mat coated with Heat-Weld T'25 (1 meter)Wide polymer-modified asphalt and smooth surfaced. Ruberoid'g'Mop Granule 39.37" ASTM D6164n-woven polyester mat mer-modified asphalt and surfaced ed with (1 meter)Wide polymer-modified surfaced with mineral granules. Ruberoid'Mop Smooth 39.37" ASTM D6164 Non-woven enpoasphalt and smooth yeste-c mat coated with (1 meter)Wide polymer-modified surfaced. Ruberoid®Mop Plus 39.37" ASTM D6164 olnvmodifiedpolyester asphalt andcoated surfaced (1 meter)Wide P Ymer with mineral granules. sees Ruberoid'Mop 170FR 39.37" ASTM D6164 Non-woven polyester:natcVted wilk fire •••••• retardant polymer modffted asphalt aiid• (1 meter)Wide P Y • 0000. .. . 0000.. surfaced with mineral grattu0es. Ruberoid''Mop FR 39.37" ASTM D6164 Non-woven polyester mat.boated with lire •••• (I meter) Wide retardant polymer-motllfj�c�asphalt ard�• • surfaced with minera4gr&vples. • ... 0000. Ruberoid'Torch Smooth 39.37" ASTM D6222 APP o defied lyesteasphaduAt. aoodlwith* 6 6 6 (1 meter)Wide 00 surfaced. 0 ' ' ' 0'00 0 6 0000.. Ruberoids Torch Granul 39.37" ASTM D6222 Non-woven polyester:maUeQated vpith ;�...; (1 meter)Wide APP modified asphalt and • :0• • R0006 surfaced with mineral granules Ruberoid'EnergyCap" 39.37" ASTM D6222 APP modified cap membrane with a torch Torch Granule FR (1 meter)Wide grade bottom surface and a mineral granular top surface coated with factory applied EnergyCoteTN Ruberoid''EnergyCap 39.37" ASTM D6222 APP modified cap membrane with a torch Torch Granule Plus FR (1 meter)Wide grade bottom surface and a mineral granular top surface coated with factory applied EnergyCoteTM. RoofMatchTM 107 sq. ft. ASTM D6222 Non-woven polyester mat coated with APP Modified Granular (9.9 m2) APP polymer-modified asphalt and surfaced with colored mineral granules. Ruberoid'Torch FR 1 meter ASTM D6222 Non-woven polyester mat,coated with fire (39.37")Wide retardant asphalt modified bitumen membrane with granule surface. NOA No.: 13-0424.14 Expiration Date: 11/06/14 T" RADE COUNTY Approval Date: 10/31/13 JAPPROVEDL,- Page 3 of 29 � 4 + I Membrane Type: APP/SBS Heat Weld Deck Type 1: Wood,Non-insulated Deck Description: !9/3," or greater plywood or wood plank decks System Type E(2): Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating,VersaShield Fire-Resistant Roof Deck (optional) Protection or SecurocV Gypsum-Fiber Roof Board. Base sheet: GAFGLASO#80 UltimaTM Base Sheet,GAFGLAS®Stratavent®Eliminator— Base Venting Base Sheet,Ruberoid'Mop Smooth,Ruberoid®20,Ruberoid SBS Heat-Weld'Smooth or Ruberoid'SBS Heat-Weld 25 mechanically fastened to deck as described below; Fastening Options: GAFGLAS®Ply 4,GAFGLAS®FlexPlyTM GAFGLAS®#75 se Sheet or any of above base sheets attached to deck wit u ar ring shank nails and tin caps at a fastener spacing of 9" o.c.at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure—45 psf,See General Limitation#7) GAFGLAS®Ply 4,GAFGLAS FlexPlyTM 6,GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with Drill-TecTM#12 Fastener,Drill-TecTM #14 Fastener or Drill-TecTM XHD Fastener and Drill-TecTM 3"Steel Plate,Drik, TecTM AccuTrac®Flat Plate or Drill-TecTM AccuTrac®Recessed Plate,instal?b ...' 12"o.c. in 3 rows. One row is in the 2"side lap. The other rd%s.Ire equall3i.�. .0 spaced approximately 12"o.c. in the field of the sheet. .000.0 00 . 000000 (Maximum Design Pressure—45 psf,See General Limitation•#Tr•• • .... .. 0000.. GAFGLAS'FlexPlyTM 6,GAFGLAS'#75 Base Sheet or any E1;abo de bas$ ..... sheets attached to deck with approved annular ring shank nails,anal4in capsat•a . .•:..• 0 fastener spacing of 9" o.c. at the 4"lap staggered and in two rdws9" o.c. in the 0-: ••••;• 00000. 0 field. •• (Maximum Design Pressure—52.5 psf,See General LimilaW n#7)' 900000 •• •• GAFGLAS®#80 UltimaTM Base Sheets,Ruberoid®20,Ruberoic��lGlvp Smoot •• :••• base sheet attached to deck with approved annular ring shank nails and tin eapslat a fastener spacing of 9" o.c. at the 4"lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure—60 psf,See General Limitation#7) GAFGLA '#75 Base Sheet or any of above base sheets attached to deck with Drill-TecTM#12 Fastener,Drill-Tec—#14 Fastener or Drill-TecTM XHD Fastener and Drill-TecTM 3"Steel Plate,Drill-Tec'.AccuTrae Flat Plate or Drill-Tec" AccuTraco Recessed Plate installed 12"o.c. in 4 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 9"o.c. in the field of the sheet. (Maximum Design Pressure—60 psf,See General Limitation#7) NOA No.: 13-0424.14 Expiration Date: 11/06/14 MIAMbOADEGOUNTY Approval Date: 10/31/13 IMPROVED; Page 27 of 29 / Any of above base sheets attached to deck approved annular ring shank nails and 3"inverted Drill-TecTM"insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure—60 psf,See General Limitation#7) GAFGLAS1#75 Base Sheet or any of above base sheets attached to deck with Drill-Tec'M#12 Fastener,Drill-TecTM #14 Fastener or Drill-TecTM XHD Fastener and Drill-TecTM 3" Steel Plate,Drill-Tec'"AccuTrac"'Flat Plate or Drill-Tec AccuTrac Recessed Plate installed 8"o.c.in 4 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 9"o.c. in the field of the Sheet. (Maximum Design Pressure—75 psf,See General Limitation#7) Ply Sheet: (Optional except over Ruberoid®®op Smooth,Ruberoid 20,Ruberoid SBS Heat-Wele Smooth or Ruberoie SBS Heat-Weld-25)One or more plies GAFGLAS"Ply 4 or GAFGLAST FlexPlyT.6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or Ruberoid Torch Smooth torch applied according to manufacturer's application instructions. Membrane: One ply of Ruberoid®Torch Smoot Ruberoid®To�GranuleoofMatchTM APP Modified Granular,Ruberoid'E ap R, Ruberoid® EnergyCa PT- Torch Plus FR,or Ruberoid'Torch FR torch applied according to manufacturer's application instructions. Or One or more plies of Ruberoid'SBS Heat-WeIC Plus,Ruberoid SBS Heat- WeIC Plus FR,Ruberoid'SBS Heat-Weld- 170 FR,Ruberoid*EnergyCapTM SBS Heat-Weld TM Plus FR,Ruberoid®SBS Heat-Weld TM Granule,Ruberoid SBS Heat-WeldTM Smooth and Ruberoid®SBS Heat-Weld-25 applied according to manufacturer's application instructions. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 0000*0 1. Gravel or slag applied at 4001bs./sq.and 3001bs./sq.respectively in a flood aaat of apprWd •••••• asphalt at 601bs./sq. •••••• •• •••••• 2. GAFGLASO Mineral Surfaced Cap Sheet or GAFGLAS®EnergyCapTM BI-a9wral • Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied-a4tNn the Q4• ,• range and at a rate of 20-40 lbs./sq. •"•' 3. Topcoat Elastomeric Roofing Membrane,Topcoat®MB Plus(to be used• .9 primer Wkii ..:..' Topcoat Elastomeric Roofing Membrane)or Topcoat®Surface Seal SB ftli2tl at 1 to 1.S'•• •••• • gal./sq. ...... Maximum Design •••••• Pressure: See Fastening Above •; NOA No.: 13-0414.14 Expiration Date: 11/06/14 rna►�toaweGotm7Y Approval Date: 10/31/13 "'' ' Page 28 of 29 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS"� F1exPly' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '/4" DensDecV Roof Board or '/2" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance;refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.,or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt,panel size shall be 4'x 4'maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped.If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8"ribbons in three rows,one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6"break shall be placed every 12'in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of-45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F')value of 275 lbf.,as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested,are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing,prepared,signed and sealed by a Florida Registered Engineer,Architect,or Registered Roof Consultant may be submitted. Said revised fastener spat ink shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105..n4• ••• •• calculations in compliance with Roofing Application Standard RAS 117. ' 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these..'.' ...... areas. Fastener densities shall be increased for both insulation and base sheet as a lAtited in 0000.. compliance with Roofing Application Standard RAS 117.Calculations prepared, �i%lled and septed •• • by a Florida registered Professional Engineer,Registered Architect,or Registered IZ88f ConsuRa f•• (When this limitation is specifically referred within this NOA,General Limi U'A�9 will'not . 00090 09 .. .. 0090.* be applicable.) 8. All attachment and sizing of perimeter nailers,metal profile,and/or flashing termtnatlbrtdesigUs 0 0.0: shall conform to Roofing Application Standard RAS 111 and applicable wind load regttiremerdl.'.9• 9. The maximum designed pressure limitation listed shall be applicable to all roof pr0scure►zones(ice... ,"", field,perimeters,and corners).Neither rational analysis,nor extrapolation shall be permitted f®s•. enhanced fastening at enhanced pressure zones(i.e.perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA,General Limitation#7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 13-0424.14 MIAMFDADECOUNTY Expiration Date: 11/06/14 IAPPROYEDApproval Date: 10/31/13 Page 29 of 29 MIAM�Ldl1d]E MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS(PERA) 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) 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 PERA-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. PERA reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Villa 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 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 revi4oll-or4changt4 aW ..••;• 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 tgCAtflpjy witi;agy sgction• • of this NOA shall be cause for termination and removal of NOA. "" '• ••••• ...... ... . ..... .. ...... ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Flo.rL*.c�a+•and followed 46y the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall pe done••. • in its entirety. :" .. . ••.• INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributers and shall be available for inspection at the job site at the request of the Building Official. This revises NOA# 11-0714.02 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0308.22 �OtTY Expiration Date: 11/02/16 Approval Date:06/21/12 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE This renews a system using Villa Concrete Roof Tile, as manufactured by Boral Roofing,LLC in Katy, TX. 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 Villa Tile I= 161/2" TAS 112 Low profile, interlocking,high pressure extruded w= 13" concrete roof tile equipped with one nail hole and 1/2" thick double roll ribs. For direct deck or battened nail- on,mortar or adhesive set applications. Trim Pieces 1=varies TAS 112 Accessory trim,concrete roof pieces for use at w=varies hips,rakes,ridges and valley terminations. varying thickness 2.1 MANUFACTURING LOCATION 2.1.1. Katy,TX 2.2 EVIDENCE SUBMITTED 0*0 Test Aeency Test Identifier Test Name/Renort •Me .... .:00 • 000 .00.0. Nutting Engineers 13343.1 TAS 112 lell3106 0' Redland Technologies 7161-03 Static Uplift Testing w c. 1991 •••• Appendix III TAS 102&TAS 102(A)'..... •• •• Redland Technologies 7161-03 Wind Tunnel Testing ...... "W. 1991 • Appendix 11 TAS 108(Nail-On) •• •• •: ...... Redland Technologies P0402 Withdrawal Resistance Testing of§t;t1v Sept 1993 • vs. smooth shank nails ' :*00:0 •••••• The Center for Applied 94-060B Static Uplift Testing March, 1994 Engineering, Inc. TAS 101 (Adhesive Set) 0 • 060 The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering,Inc. TAS 101 (Mortar Set) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 TAS 108 (Nail-On) NOA No.: 12-0308.22 �e'or�Fa►�COUNTY Expiration Date: 11/02/16 Approval Date:06/21/12 Page 2 of 7 1 2.2 EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report Date Professional Service Industries, 224-47099 Physical Properties Sept. 1994 Inc. TAS 112 The Center for Applied 25-7094-1 Static Uplift Testing Oct. 1994 Engineering,Inc. TAS 102 (4" Headlap,Nails,Direct Deck,New Construction) The Center for Applied 25-7094-7 Static Uplift Testing Oct. 1994 Engineering,Inc. TAS 102 (4" Headlap,Nails,Battens) The Center for Applied 25-7094-4 Static Uplift Testing Oct. 1994 Engineering,Inc. TAS 102 (4"Headlap,Nails,Direct Deck, Recover/Reroof) The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering,Inc. Test#MDC-76 TAS 100 The Center for Applied 25-7183-1 Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 (2 Quik-Drive Screws,Direct Deck) The Center for Applied 25-7183-2 Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 (2 Quik-Drive Screws,Battens) The Center for Applied 25-7214-2 Static Uplift Testing March, 1995 Engineering,Inc. 25-7214-6 TAS 102 (I Quik-Drive Screw,Direct Deck) (1 Quik-Drive Screw,Battens) Celotex Corporation 528454-2-1 Static Uplift Testing Sep. 1998 Testing Services 520109-2 TAS 101 Dec. 1998 Walker Engineering,Inc. Calculations Aerodynamic Multiplier March 1999 Walker Engineering,Inc. Evaluation Calculations 25-7183 Mgj4 4995 ...... Walker Engineering,Inc. Evaluation Calculations 25-7094 Felwary 1996 • Walker Engineering,Inc. Evaluation Calculations 25-7496 •..�.. W.N96 Walker Engineering, Inc. Evaluation Calculations 25-7584 ...••• Decen-ober 1996, 25-7804b-8 00669* ;•0 •0 • 25-7804-4&5 "" '• ••••• 25-7848-6 •• .. "'. ""' Walker Engineering,Inc. Evaluation Calculations Aerodynamic Multipliers Aprif f999 Walker Engineering,Inc. Evaluation Calculations Two Patty Adhesive Set Sy$enf ApAL 1999 NOA No.: 12-0308.22 �ot7Y Expiration Date: 11/02/16 Approval Date:06/21/12 Page 3 of 7 r • r 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. 4. INSTALLATION 4.1 Villa 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-1 (ft) Width-w(ft) Villa Tile 10.4 1.375 1.08 Table 2: Aerodynamic Multipliers -X (ft) Tile 4(ft ) (ft ) Profile Batten Application Direct Deck App4cation Villa Tile 0.267 • 4.289 •" '`:' 0000 e 3: Restoring Moments due to Gravity-M9 (ft-Ib1) .00000 . 0000 Tile 3":12" 4":12" 5":12" 6":12"."" 7":IVor'gareatef ' 0000 . .. . ... Profile • Villa Tile Batten#Direct BattensDirect Battens Direct Battens Dv@Ct. Battens 0pirect•Deck Deck Desch. Deck 5.57 5.48 6.18 5.37 6.05 5.24 990 5.00 • 5.73 . 0 0 0 0 .. 0000 NOA No.: 12-0308.22 rwa ocou, Expiration Date: 11/02/16 APPROVED Approval Date:06/21/12 Page 4 of 7 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 15/32" plywood) (min. 19/32" plywood) Villa Tile 2-10d Ring Shank Nails 27.8 37.4 28.8 1-10d Smooth or Screw 8.8 11.8 4.1 Shank Nail 2-10d Smooth or Screw 16.4 21.9 7.1 Shank Nails 1 #8 Screw 25.8 25.8 22.9 2#8 Screw 47.1 47.1 49.1 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) 2-10d Ring Shank Nails 43.0 67.5 50.9 1 Installation with a 4"tile headlap and fasterners are located a min. of 2%" from head of tile. Table 6: Attachment Resistance Expressed as a Moment Mf(ft-lbf) for Two Patty YAdhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Villa Tile Adhesive2 26.1 2 See manufactures component approval for installation requirements. *009 3 Flexible Products Company TileBond Average weight per patty 11.4 grams. * Poe** 3MTM 2-Component Fo oof Tile Adhesive AH-160 Average weight per patty 8 grams. : .. 0• ...... .. . ...... Table 7: ttachment Resistance Expressed as a Moment-Mf(Ttlbtr • . .... for Single Patty Adhesive Set Systems *000 :'. • Attachment Tile Tile Application Miwiaxxn :..' . . Profile •• Resistance•• •... Villa Tile 3M 2-Component Foam Roof Tile Adhesive AH-160 •86.6 3M 2-Component Foam Roof Tile Adhesive AH-160 '• " Lar a add placement of 54 rams •• .... 5 Medium paddy placement of 24 rams ..:. NOA No.: 12-0308.22 Expiration Date: 11/02/16 -1 APPROVED 1Approval Date:06/21/12 Page 5 of 7 Table 8: Attachment Resistance Expressed as a Moment-Mf(ft-ibf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Villa Tile Mortar Set 20.60 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below,or following statement: "Miami-Dade County Product Control Approved". BORAL ROOFING LLC,VILLA TILE(KATY,TR) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. • • •••• •••••• •••••• •• • •••••• • •••• • •• ••••• •• •• •• •••••• • • • • • •••••• • NOA No.: 12-0308.22 7�;Cot�rriY Expiration Date:11/02/16 Approval Date:06/21/12 Page 6 of 7 PROFILE DRAWING 11 3/4" 2-1/8" 16-1/2" 13" VILLA CONCRETE ROOF TILE END OF THIS ACCEPTANCE sees . . sees sees.. .sees. .. . .sees. sees.. .0000. sees .. . 0 sees . .. sees. se.es. .e 00 00 sees.. 0 00 . . . . sees.. sees.. . . sees.. .. ...e . 0*00 Mpghx p,gpE cp�My NOA No.: 12-0308.22 "'• Expiration Date: 11/02/16 Approval Date:06/21/12 Page 7 of 7 MIAM10A.DE 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) .miamidade.i!o-,/econoirn- Polyglass USA Inc. 150 Lyon Drive Fernley,NV 89408 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: Polyglass Polystick Underlayments 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 beerl,iie ttWge 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 revisip;xychangeinthe ••• materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsomeat of any product, ;•••• for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to eoMpty witl►any vection 9*:*e 0000.' of this NOA shall be cause for termination and removal of NOA. 00000• 000 0 00 00 00 0000.. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade Count;,'1" iida, and followed •, by the expiration date may be displayed in advertising literature. If any portion of the,NO�L is dis4ayed,then•0'•' it shall be done in its entirety. •.•• 0 0 0 0 0" 0000 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#11-1229.01 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. r V� NOA No.: 12-0713.02 �COIArIY 0000DExpiration Date: 09/13/16 Approval Date: 02/14/13 Page I of 8 ROOFING COMPONENT APPROVAL Category: Roofing Sub-Category: Underlayment Material: SBS ,APP Self-Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick MTS Roll: TAS 103 A homogeneous,rubberized asphalt underlayment 65'8"x 3'3 3/8" waterproofing membrane,glass fiber reinforced Manufacturing Location 60 mils thick with polyolefinic film on the upper surface for #2 use as an underlayment for metal roofing,roof tile,slate tiles and shingle underlayment. Polystick IR-Xe Roll: TAS 103 and A fine granular/sand top surface self-adhering, underlayment 65' x 3'33/8" ASTM D 1970 APP polymer modified, fiberglass reinforced, Manufacturing Location Or 65' x 3' bituminous sheet material for use as an #1 &#2 60 mils thick underlayment in sloped roof assemblies. Designed as an ice&rain shield and as a flat roof tile underlayment. Polystick TU Roll: TAS 103 and A heavy granuled surface self adhering,APP underlayment 32'10"x 3'33/8" ASTM D 1970 polymer modified, fiberglass or polyester Manufacturing Location 100 mils thick reinforced,bituminous sheet material for use as #1 &#2 an underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. Polystick TU Plus Roll: TAS 103 and A rubberized asphalt self-adhering,glass- underlayme 65' x 3'33/8" ASTM D 1970 fiber/polyester reinforced waterproofing rinting) 80 mils thick membrane.Designed as a metal roofing and roof Manu acturinLocation tile underlayment. •••• g .... ...... Polystick TU P Roll: TAS 103 and A rubberized asphalt waterpreefing membrane, underlayment 32'10"x 3'33/8" ASTM D 1970 glass-fiber/polyester reigforeq with"&ranular :••••: 130 mils thick surface designed for use dYa the room •• ••••• Manufacturing Location • underlayment. "0000 "' •'••• . . 00 00 Polystick Tile Pro Roll: TAS 103 and A rubberized asphalt sehr-adhering,,jass.-:• ManufacturinLocation ....:. 61' x 3'33/8" ASTM D 1970 fiber/polyester reinforc4l wg?gproo ng g • ••.... #2 60 mils thick membrane.Designed as Erhhetdl roofrngaitd roof• • the underlayment. 0000 Polystick Dual Pro Roll: TAS 103 and A rubberized asphalt self-adhering,glass- Manufacturing Location 6 P x 3'33/8" ASTM D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and roof the underlayment. NOA No.: 12-0713.02 Expiration Date: 09/13/16 JAPPROYEt Approval Date: 02/14/13 Page 2 of 8 PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick TU Max Roll: TAS 103 and A rubberized asphalt self-adhering,polyester Manufacturing Location 65'8"x 3'3-3/8" ASTM D 1970 reinforced waterproofing membrane. Designed #2 60 mils thick as a a roof tile underlayment. MANUFACTURING PLANTS: 1.Hazelton, PA 2.Winter Haven, FL EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Exterior Research&Design,LLC 11756.04.01-1 TAS 103 04/27/01 11756.08.01-1 ASTM D 1970 08/14/01 02202.08.05 TAS 103 08/29/05 Trinity I ERD P5110.08.07 TAS 103 08/29/07 P10870.09.08-R1 TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798&G155 04/13/09 P33360.06.10 ASTM D1970 07/01/10 P33370.03.11 TAS 103 03/02/11 P33370.04.11 ASTM D 1623 04/26/11 P36900.09.11 TAS 103/ASTM D4798&G155 09/01/11 P37300.10.11 TAS 110/ASTM D4798&D1970 10/19/11 P40390. 08.12-1 TAS 103 &TAS 110 08/06/12 P40390.08.12-2 ASTM D 1623 08/07/12 P40390.10.12 ASTM D 1970 10/03/12 PRI Asphalt Technologies PRI01 I I I ASTM D 4977 04/08/02 PUSA-005-02-01 ASTM D 4977 01/31/02 PUSA-018-02-01 ASTM D 2523 07/61493 PUSA-035-02-01 TAS 103 •• 09, 96 ...... PUSA-033-02-01 ASTM D 1970 •' 01M-2, { •, PUSA-055-02-02 TAS 103 •• 12ND/07 •'•••• PUSA-083-02-01 TAS 103 ••• 06/3d'/08 .....: PUSA-089-02-01 TAS 103/ASTM D4798 &G'ISS••• 0j706j09 • • Momentum Technologies,Inc. JX201-17A TAS 103/ASTM D4798 &Cib".. 04AI/0$ �•;•�• RX14E8A TAS 103/ASTM D4798&G145•. 11/09/00 ...... DX23D8B TAS 103/ASTM D4798&(tI66., 02/18/10 DX23138A TAS 103/ASTM D4798 &(Q155 J' jj/jQ ••••:- 90* • .. . ...• NOA No.: 12-0713.02 Fo�►pe�� Expiration Date: 09/13/16 • Approval Date: 02/14/13 Page 3 of 8 N 1 � n INSTALLATION PROCEDURES: Deck Type 1: Wood,non-insulated Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12" grid,6" o.c. at a minimum 4"head lap. (for base sheet only) Membrane: Polystick membranes self-adhered. Surfacing: None 1. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave,rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. . All side laps shall be a minimum of 3-'/z"and end laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. 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. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface,giving special attention to lap areas. 7. Flash vent pipes,stacks,chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. . . .... ...... • •••••• ••• • ••••• •• •• •• •••••• • • • • • • NOA No.: 12-0713.02 Expiration Date: 09/13/16 -11 APPROVED Approval Date: 02/14/13 Page 4 of 8 w ! ' GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS, TU Plus, Tile Pro and Dual Pro may be used in asphaltic shingles,wood shakes and shingles, non-structural metal roofing,roof tile systems and quarry slate roof assemblies. Polystick IR-Xe,TU,and TU P may be used in all the previous assemblies listed except metal roofing. Polystick TU Max may be used in roof tile systems only. 3. Deck requirements shall be in compliance with applicable building code. 4. Polyglass Polystick membranes shall be applied to a smooth,clean and dry surface. The deck shall be free of irregularities. 5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times;not to exceed the preceeding maximum time limitations. Exposure Limitations(days) MTS IR-Xe TU TU Plus TU P Tile Pro Dual Pro TU Max Winter Haven FL. 180 180 180 180 180 180 180 90 Hazelton,PA. N/A 30 30 180 N/A N/A N/A N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. 8. In roof tile application,data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance.Polystick TU,TU Plus,Tile Pro and TU Max may be used in both adhesive set and mechanically fastened roof tile applications.Polystick IR-Xe,and Dual Pro are limited to mechanically fastened roof tile applications.Polystick MTS is limited to mechanically fastened with battens roof tile applications.Polystick TU P may be used in both adhesive set and mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. The maximum roof slope for use as roof tile underlayment for(direct-to-deck)tile assemblies shall be as follows: (See Table Below) Tile Profile Polystick MTS Polystick IR-Xe Po tick T T PolyVfc!lt TP lu U P Tile �. "•�•• 11TaV 0 Pro ... .. .. . ...... Flat Tile Prohibited without 5:12 No limitation••• ••No limitation battens " •, '• • rofiled Ti Prohibited without Prohibited o limitatio No lilnit9tlon •`•• ... .. ... . ..... battens • The above slope limitations can be exceeded only by using battens and counter battel3s ft:94cordance With the •, Approved Tile System Notice of Acceptance and applicable Florida Building Code r�quirements. atteas •'•'� are required for both loading and installation of tiles at all times. • ; • •••• NOA No.: 12-0713.02 Expiration Date: 09/13/16 _iAPPR• Approval Date: 02/14/13 Page 5 of 8 GENERAL LIMITATIONS: (CONTINUED) 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment.Refer to Polyglass' Tile loading detail below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. Roofing Tiles (6 Max Per Stadc) CAIL 6 rn N CO i {_1 Rauf Deck prepomd with POLYSMKTU Rus 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products.Polystick MTS,IR-Xe,TU,TU Plus,TU P,TU Max,Dual Pro and Tile Pro may be used with any approved roof covering Notice of Acceptance listing Polystick MTS,IR-Xe, TU,TU Plus,TU P,TU Max,Dual Pro and Tile Pro as a component part of an assembly in the Notice of Acceptance. If Polystick MTS, IR-Xe,TU,TU Plus,TU P,TU Max,Dual Pro and Tile Pro 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. LABELING: 1. All 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-Dade County Product Control Seal as shown below. 1APPRf�uau�fFtanoE courrrr .... • . . .... ...... BUILDING PERMIT REQUIREMENTS: ' ...... .. . ...... Application for building permit shall be accompanied by copies of the following: •,,, Go •••• 1.This Nonce of Acceptance. .... . G. ..... lG tjc6 ro erYe jate2.An other documents required b the BuildingOfficial or applicable buildingcode in orU;0G ••• •• the installation of this materials. ...... . . . . ...... . . Gesso: .. G Goes s NOA No.: 12-0713.02 Expiration Date: 09/1.3/16 APP OVED Approval Date: 02/14/13 Page 6 of 8 POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls,with the exception of Polystick TU Plus should be back-nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type,applied with a minimum 1"metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions,at a minimum rate of 12"o.c. Polystick TU Plus should be back nailed in designated area marked"nail area,area para clavar"on the face of membrane,with the above stated nails and/or disks. The head lap membrane is to cover the area being back-nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams(selvage laps)must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps,shall have a 6"wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement,applied in between the application of the lap.The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments.Refer to the Polyglass Tile Loading Guidelines. See General Limitations#9 and#10. 6. Battens and/or Counter-battens,as required by the tile manufacturers NOA's,must be used on all projects for pitch/slopes of 7/12"or greater. It is suggested that on pitch/slopes in excess of 6 '/4"/12",precautions should be taken,such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation&before loading of roofing tiles is Forty-Eight(48)Hours. 8. Polystick membranes may not be used in any exposed application such as crickets,exposed valleys,or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement,Polyglass PG500 MB Flashing Cement to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair.Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. .... 10. All self-adhered membranes must be rolled to ensure full contact with approved subs2rat0...PolyglAs%' • ••••;• requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Land ro1Pe'r%are acceptable for rolling of patches or small areas of the roof. Broomin may be used •e•• o e rohibits 00"0: P g P g Y �l�rss� P p ...... rolling. .... �• • 11. All approved substrates should be dry,clean and properly prepared,before any applicAtINi of Pollsti&• ••••• membranes commences. An approved substrate technical bulletin can be furnished upon raquest.lt is ""• recommended to refer to applicable building codes prior to installation to verify accep�abl substrates.•• • 12. The Polyglass Miami-Dade Notice of Acceptance(NOA)approval for Polystick membranes and • •.•.:. PolyProtector UDL can be furnished upon request by our Technical Services Departcieiit by calling 61 78000) ;• •• 894-4563. �• :"' • � NOA No.: 12-0713.02 E ranMFow�e Couwrr xpiration Date: 09/13/16 APPROVED! Approval Date: 02/14/13 Page 7 of 8 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association(NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE fee . . ...... .. . .. .... .... . .. ..... ...... *000.. ...... . . . . ...... . • ...... .. • .... NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 8 of 8 MIAMI-DADE COUNTY MAM PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) JyWJJ-miamidadexoy/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: 3M1rM 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 bAea pp*changg••••• in the applicable building code negatively affecting the performance of this product. •• . so . •• . o • ...... .. . ...... TERMINATION of this NOA will occur after the expiration date or if there has been 1 Te riwOon or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endargdMftt of as product, fvr •••• sales, advertising or any other purposes shall automatically terminate this NOA. Failure to com fy with'anystction 0 ••• ..... this NOA shall be cause for termination and removal of NOA. .0: •• ••• .. .. •.. ...... ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Fbarid'a, nd fgllowe d by the •so• expiration date may be displayed in advertising literature. If any portion of the NOA is distlayed,then Ithake 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 12-0228.18 and consists of pages 1 through 11. The submitted documentation was reviewed by Juan E.Collao,R.A. MAHM4DE COUrrrY 60�-` NOA No.: 13-0502.02 �229 Expiration Date:05/10/17 Approval Date: 12/12/13 Page 1 of 11 r 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 Section 2 of this Notice of Acceptance.For the locations where the design pressure requirements,as determined by applicable building code,does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat,low,and high profile roof tiles system using 2-Component Foam Roof Tile Adhesive AH-160.Where the attachment calculations are done as a moment based system for single patty placement,and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3MTm 2-Component Foam N/A TAS 101 Two component polyurethane foam adhesive Roof Tile Adhesive AH- 160 Foam Dispenser RTF 1000 N/A Dispensing Equipment ProPack®30& 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160 roof tile adhesive. MANUFACTURING LOCATION: • • 0000 0000.. 1. Tomball TX. •• •• • 0000.. .. .00000.. 0!0!00 • Y • PHYSICAL PROPERTIES: .• •... Prope Test Resum-• • •• ••••• •!!!!! •!• Density ASTM D 1622 1.6 lbs./ft.' •• •000 0 • Compressive Strength ASTM D 1621 18 PSI Parallel to rise .. •. 12 PSI Perpendicular to risd • • 0000.. . Tensile Strength ASTM D 1623 28 PSI Parallel to rise � �.� 0000. Water Absorption ASTM D 2127 0.08 Lbs./Ftz •• • :"": Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch of:* Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40'F.,2 weeks +6.0%Volume Change @158°F., 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. NOA No.: 13-0502.02 courrrY Expiration Date:05/10/17 J APPROVED! Approval Date: 12/12/13 Page 2 of l I 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 H-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[1] 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 03/02/99 520109-2-1 LIMITATIONS: '•'• "'•" 1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile Assemhly.for fire rating.•.• ....:. 2. All approved products listed herein shall be labeled and shall bear the imprint or identifiWe t kking of the :....: manufacturer's name or logo and following statement: "Miami-Dade County Product Conlrol'Approvea• or4the • .... . .. ..... Miami-Dade County Product Control Seal as shown below. • ...... ... . ..... . . WAMFQADECOUNTY •• •• •• ••••�• 3. 3M_2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat,low,&high tile;).FV f %s. ..... • 4. Minimum underlayment shall be in compliance with the Roofing Application StandardR:�'l 10. •••• 5. Roof Tile manufactures acquiring acceptance for the use of 3M—2-Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 6. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. NOA No.: 13-0502.02 CONY Expiration Date:05/10/17 Approval Date: 12/12/13 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 uplift 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,expressed as an uplift based system,to meet or exceed the uplift resistance determined in compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 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 I 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.: 13-0502.02 �ouHn Expiration Date:05/10/17 APPROVEDApproval Date: 12/12/13 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: All 3M-2-Component Foam Roof Tile Adhesive AH-160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. . . .... ...... • ...... .. . ••.••• so so so ••..•. • ....% NOA No.. 13-0502.02 co7Y Expiration Date:05/10/17 Approval Date: 12/12/13 Page 5 of 11 r / ) ADHESIVE PLACEMENT DETAIL# 1 Nail through plastic cement ;(Beneath rile) Flat/Low Profile Tile (when required) underlayment 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 loin. \ - of the tile being set. Battens optional Eam Course 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. 10 in. Fascia Eave Closure Mad through plastic cement Medium Prnffle/ ouble Pan Tile (when required) Paddy(Beneath Tile) 1. Starting at the eave course,apply a minimum 2" Underlayment - ' (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. 10 in.x zin.wide - 2. Continue in same manner.Insure approximately 17 Battens optional (109.7 cm2)—23 (148.4 cm2)square inch adhesive ' - contact with the underside of the tile. 10in. `�. 2in. Eave Closure Eave Course Fascia Nail through pta c High Profile/Single Pan Tele •0000• •••••• (when required) / Paddy(Beneath rook) • • • • Underla rnent a� 1. Starting at the eave courw,*dppty a mirtimtlm 2" •••••• (50.8 mm)x 10"(254 m"V 1'(25.4 mnl)foam - paddy onto the underlaymehf tvsitiolkl2sihown' • • ..... 10in.x under the pan portion ofthe t) a closest to the • 2in.wide � •••••• ••• • ••••• overlock of the tile being, et • Battens 2. Continue in same manner.Irthure apprpxinlately 17.•..;. optional _ (109.7 cm2)—23 (148.4 cm)square itch atifhesive. contact with the undersiJ&ot the tile. •••• •••••: have Course--- Fascia •• • Nleephole 10 in� 2 in. Eave closure Drip edge NOA No.: 13-0502.02 !APPROVED p. ��eou�7Y Expiration Date:05/10/17 Approval Date: 12/12/13 Page 6 of 11 ADHESIVE PLACEMENT DETAIL#2 Nail through Plastic cement Paddy(Beneath rde) Flat/Low Profile Tile (.Then required) underlayment _ �s 1. Starting at the eave course,apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy w onto the underlayment positioned as shown under the � strengthening rib of the tile closest to the overlock of n. 2 in. the tile being set.Insure approximately 17(109.7 cm2) satte„soptiona( —23 (148.4 cm)square inch adhesive contact with the Ener,,,,. � underside of the tile. o, 2. At the second course,apply a minimum 2"(50.8mm) 1°'" `min Fascia 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 Ea•e Clowre being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm)- 12(77.4 cm)square inch adhesive contact with the underside of the tile. Nail through plastic cement Medium Profile/Double Pan Tile (when required) Paddy(Beneath riile) 1. Starting at the eave course,apply a minimum 2"(50.8 Underlayment - mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the I pan portion of the tile closest to the overlock of the y - the being set.Insure approximately 17(109.7 cm)— 7 in. tin. _ 23 (148.4 cm)square inch adhesive contact with the _ underside of the tile. Battens optional 2. At the second course,apply a minimum 2;"M.Umm) loin. ', 2 in x 7"(177.8 mm)x 1"(25.41inm�foam paddy onto the••• Eave Closure underlayment positioned as shown underAe pad • .00000 00 . ...... Ease courseFascia portion of the tile closest to ft.1yerlock of the the • being set. :Goo*: .... . .. ..... 3. Continue in same manner. ha"cepproximatel}a 12" ..:..• (77.4 cm2)- 14(90.3 cm2)square inch adhesives *000:0 contact with the underside ofthq tile. • •, . . . 6 6000.0 (Instructions continued on nexf page) :'•' NOA No.: 13-0502.02 JAPPROVED�D Expiration Date:05/10/17 Approval Date: 12/12/13 Page 7 of 11 ADHESIVE PLACEMENT DETAIL#2 (CONTINUED) Mail throughplasticc paddyt�eueathTiW High Profile/Single Pan Tile (when requited) undedayment 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 Battens optional - underside of the tile. 2. At the second course,apply a minimum 2"(50.8mm) Ea"Course Fascia x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the Mweephok- underlayment positioned as shown under the pan 10 in. in Ei1e`lure portion of the tile closest to the overlock of the tile [hip edge 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.: 13-0502.02 couH7Y Expiration Date:05/10/17 Approval Date: 12/12/13 Page 8 of 11 ADHESIVE PLACEMENT DETAIL#3 Mail dwough plastic cement paddy(between ties) twhenrequired) 1� `'--,,',1 fes t 1. On the eave course only,apply a minimum 2" (50.8 `' mm)x 10"(254 mm)x V(25.4 mm)foam paddy eattensoptionali� ` padd)tlundertile) onto the underlayment positioned as shown,under a= sPaddr 1' the strengthening rib for flat tile or under the pan an top of tie `r 1 portion of the tile for low or high profile tile closest to the Overlock of the tile being set. Leave axain. approximately 4" 101.6 mm u from the eave PP Y ( ) P 14ewddr edge free of foam to prevent the expanded adhesive " 'r"�►?! = z=•in• , !• from blocking the weep holes. Insure approximately 17-23 int(109.7-148.4 cm2)of adhesive contact with the underside of the tile `Fmcia 2. Apply a 4" (101.6 mm)x 4"(101.6 mm)x l" (25.4 mm)foam paddy onto the underlayment just below fiat/L,o,ProrHe THe the second course line positioned foam paddy under the strengthening rib for flat tile,or under the Nail tbrorg6 plastic cement Sinoe Paddy ender tie pan portion of the tile,closest to the underlock for lw&ern reQuied} Paddy 1�,�,tiles) the second course tile to be installed. Insure :r approximately 8-9 int(51.6-58.1 cm2)of adhesive �sl {` ~:-`` . Paddytuedertle) contact with the underside of the tile. zz sntopofde ``� (Instructions continued on next page) 1 xain r 2x4in.-- 5inipl,e peen zin_ Ea"Closure EweCourse ` ^y f fascia r••• • • 6666 6666•• medium Profile Tile ++ + +• • + +•+••• •• • •0006• • 6666•• • • • 6666•+ 6666 •• . • + • • • • • 6666 • •• •+•+• 66.00• 000 • 6666• •• •• 00 ••6.6• • • • • • 660006 6666•• • • • • • • • • 6666•• NOA No.: 13-0502.02 Courr7Y Expiration Date:05/10/17 Approval Date: 12/12/13 Page 9 of 11 ADHESIVE PLACEMENT DETAIL#3 (CONTINUED) Mad drorgh plastic ate! Rr4e pa"under the Int"rewire* r ,f 3. Also apply a2"(50.8 mm)x 4"(101.6 mm)x3/4 pa&y(between tiles) (19 mm)paddy on top of the eave course tile itamtens •` J' ••`•. Paaaycandertaei surface as shown,on top of the strengthening rib °Qtio"I `` for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. a, c• Install second course of tile. Insure approximately z z 9(58.1 In - 11 (71 cm ) 4 x in. square inch adhesive -�" 4 ; `�'-� , !ate,.,.` r.'- ar contact with the underside of the the at the overlap 2z4in. pa�y,,, +`� � 4 ;1 and 7(45.2 cm2)-9(58.1 cm2)square inch adhesive contact with the underside of the the at the head of the tile.Continue in same manner. i=are ewrSefascia weephde loin. 2 in. ��:' \ Ewe dosure Drip edge Nigh ProflleTiie • •• •• •• •••••• • • ••r• II NOA No.: 13-0502.02 !APPROVED Expiration Date:05/10/17 Approval Date: 12/12/13 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL 1)Place enough adhesive to achieve 65 to 70 sq.In. Steep pitchapplkations Two Piece Barrel(Cap and Pan)Tile In contact with the pan tae. (when required) 2)Tum covers upside down.Place adhesive In I. Starting at the eave course,apply a minimum 2" to 1 M.from outside edge of cover tike. Then install the Nle.Ensure 20 to (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam 25 s%in.contact area. paddy onto the underlayment positioned as shown underiayment , - under two adjacent pan tiles. Support eave tiles o - 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 Sheathing contact with the underside of the pan tile. Eave closure (motar shown) optional point-up Mortar 3. Turn covers upside down exposing the underside of tHeepiwle Fascia Board on the tile.Apply a minimum 1"(25.4 mm)x 10"(254 le edgeessooff Nie mm)bead of adhesive directly on the inner edge of Remove top portion or the save course cover Nie.Abut to second course of Pan Nies.Ensure eave end of pan and corer tile:are flush at eave line. each side of the cover tile.Leave approximately 3/4"(19 mm)to 1"(25.4 mm)from the outside Two Piece Barrel-High Profile Tile 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 nailing is required,2"."Q.8 mm) x 4"(101.6 mm)nailerseor the tie wireo�m ...... using galvanized,stainles-%444,or coppers ire and .a compatible nails may beeestp• •• •+•••• 0000+. . 0 0000 .. .6000+ 0000 . 0000.60 END OF THIS ACCEPTANCE •': 0000• 0000 .. 0000.. 0000.. 0000.. • • • :Yee00 NOA No.: 13-0502.02 ECOurr7Y Expiration Date:05/10/17 APPROVED Approval Date: 12/12/13 Page 11 of 11 J Or SNR, y Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 ��"�Rjpp► Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit# DATE: INSPECTION AFFIDAVIT wI-e s Al I licensed as a(1<aracto ngineer/Architect, (Print name and circle License Type) FS 468 Building Inspector License#: G G A b Z 7 3 On or about9�T�� 2•%�i��,,- .t:o��, I did personally inspect the roof deck nailing and (Date&time) Secondary water barrier work at /10 V UJ /y 2�-S74' AA + .Sko r�S Iq 331Cs� (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual(Based on 553.844 F.S) Sign re State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this dav of k6w b4`<— Notary eiNotary Public, Sate of Florida at La .rte w, Notary Pubtic Stag of Florida Vanessa Romero My Commission FF 129458 1 p� Expires 0610 610412018 'General,Building,Residential,or Roofing Contractors or any individual certified under 468 F.S.to make such an inspection.Include photographs of each plane of the roof with permit#and address#clearly shown marked on the deck for each inspection Revised on 5/21/2009 .S� REs y Miami Shores Village Isom Building Department r� �yo 10050 N.E.2nd Avenue ORmp Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: '6 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: ��P��a✓ oI442S 6;ao e L�� Property Address: Roofing Permit Number: Dear Building Official: I— Ln Lk2!,l "F�,U no certify that I am not required to retrofit the roof to wall connections of my building because: ❑The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code(FBC)or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) �GW�I P�'al >rYl Signature Print Name State of Florida County of Dade The undersigned, being the first duly sworn,deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this v �-P day of � � Notar'Public State of Florida Notary Public, Sate of Florida at Large Melissa Urrego or R Expires 05/2m.0/2018 n FF 124834 • When the just valuation of the structure for purpo o d valorem taxation is equal to or more than$300,0 0. 0, wi FBC nor a 1994 SFBC.Then you must provide a building applica from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009