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RF-16-212 3 t q t = 3 Miami Shores Village 10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000 Phone: (305)795-2204 � �� ' u� �i It r mai Expiration: 0811412016 e3 Project Address Parcel Number Applicant 601 NE 105 Street 1122310120050 Miami Shores, FL 33138-2053 Block: Lot: JANYCE ALYN WILLIAMS-MCGL Owner Information Address Phone Cell JANYCE ALYN WILLIAMS-MCGLONE 601 NE 105 Street MIAMI SHORES FL 33138-2053 601 NE 105 Street MIAMI SHORES FL 33138-2053 Contractor(s) Phone Cell Phone Valuation: $ 29,000.00 OBENOUR ROOFING SHEET METAL 1305-757-2612 .t Total Sq Feet: 4480 Type of Work:Re Roof Available Inspections: Additional Info:RE-ROOF ENTIRE WITH NEW BORAL VILLA Inspection Type: Classification:Residential Scanning:4 Up Lift Report Tin Cap Final Roof Tile In Progress Roof in Progress Renailing Affidavit Review Roof Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Owners Bond $500.00 Invoice# RF-1-16-58456 CCF $17.40 DBPR Fee 17 25 01/26/2016 Check#:7981 $50.00 $868.90 DCA Fee $5,25 02/16/2016 Credit Card $868.90 $0.00 Education Surcharge $5.80 Bond#:2987 Permit Fee-New Roof $350.00 Scanning Fee $12.00 Technology Fee $23.20 Total: $918.90 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS 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 zorlIg. F the ore,I authorize the above-named contractor to do the work stated. February 16,2016 A razed Signature: er / Applicant / Contractor / Agent Date Buil Department Copy February 16,2016 1 Miami Shores Village _ , �T Building Department SAN �0 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 � .}Y: Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 S FBC 2/014 BUILDING Master Permit No. il0 ^`2�2. PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING [:] MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP JOB ADDRESS: 61jc,�+ ONTRACTOR DRAWINGS A/ � � � 5' ✓ / City: Miami Shores County: Miami Dade zip: Folio/Parcel#: I i a 31 d 17 o 6 6b JS the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: FloodZone:Zone: BFE: ) C FFE: 'I OWNER:Name(Fee Simple Titlleeholder)JA M t S 611 t 60 G�e f l Ok)r Phone#. tp c7 3T Address: �1 !7 tug ( 0 6- '5 City: S t�,V_X State: Zip: 22 Tenant/Lessee Name: Phone#: Email: ( CONTRACT R:Company Name: � e J O V 1' b0'r f �1� d 1L r7� Phone#:3 0', / r2_ 1 Address: D 7i?_ Iy � ' )'Z o�o s City: �b nom, 'S hp f`e--� State: Zip: 33 �7 Qualifier Name: :SA Yri Ggy e tip ✓ Phone#: State Certification or Registration#:C�. y �o Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: —State* Zip: Value of Work for this Permit:$ Tt L� 6 Square/Linear Footage of Work: Type of Work: ❑ lion ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: D e tQ—) e2 4 r Yk a Derv, ekA-. t c cl 6-ji l l—Q ® 5 h Specify color of color thru tile: 06M &W fto-� 40 Submittal Fee$ - Permit Fee$ 3 CCF$ CO/CC$ Scanning Fee$ s� Radon Fee$ DBPR$ ' Notary$ _ C, Technology Fee$ Training/Education Fee$ Double Fee$ (fit Structural Reviews$ Bond$ SN) ` W TOTAL FEE NOW DUE$ Z6,0, �0 (Revised02/24/2014) S)G S ` I Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address Citytate Zip Application is hereby ade 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, 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. Sign — GUSignature OWNER or AGENT CONTRACTOR The for in instrumen was acknowledged before me this The foregoing instrume was acknowledged before me this Pday of 20 t ( ,by day of 20 by ILAC0 who is personally known to who is personally known to or has produced as hmeoho has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign if Print: Print _ f" &_p Seal: Seal: CATHERINE A.DUFFIN Notary Public-State of Florida �.,����,,,, CATHERINE A.DUFFIN .• My Comm.Expires Apr 15,2017 ;2o�Pk P`'o" Notary Public-State of Florida Q=* si'n#FF 841 - Comm.Expires Apr 15,2017 °Pf Bonded Throu g�i �i a'P�f A%* �x�sx�a�w��**�xx�**�x� �N °; Bonded Through National Notes Assn. APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami shores Village Building Department 10050 N.E.2nd Avenue `�"lpRlpA� 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: t I 10050 NE 2^d Ave Miami Shores, Fl 33138 Re: Owner's Name: Property Address: (� Roofing Permit Number. Dear Building Official: Ib V 0-C `�� } certify that I am not required to retrofit the roof to wall connections of my Z because: st valuation for the structure for purpose of ad valorem taxation is less than$300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code(FBC)or with the provisions of 1994 edition of the South Florida Building Code(1994 SFBC) C ire • - 404.e-- c c- A �S C e� Signa a Print Name State of Florida County of Dade The undersigned, being the first duly swom,deposes and says that he/sh is the owner for the above property mentioned. Sworn to and subscribed before me this day of 4PaY'o'�e�� CATHERINE A.DUFFIN ;a�. „°�•, Notary Public-State of Florida Notary Public, Sate of Florida at Large :• My Comm.Expires Apr 1 commission 1, 2017 •'�„ �•o,, Bonded Through Notary Assn. • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than$3oo,000. 0,arwl the building was not constructed ted with FBC nor a 1994 SFBC.Then you must provide a building application from a General contractor for the Roof to wall connection Humane Mitil;ation. Revised on 5/21@009 1/21/2016 Property Search Application-Miami-Dade County OFFICE OF THE PROPERTY APPRAISER a Summary Report Generated On: 1/21/2016 Property Information Folio: 11-2231-012-0050 11 Property Address: 601 NE 105 ST Miami Shores, FL 33138-2053 Owner JANYCE ALYN WILLIAMS- b MCGLONE Mailing Address 601 NE 105 ST u F MIAMI SHORES,FL 33138-2053 Primary Zone 1100 SGL FAMILY-2301-2500 SQ + Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT t Beds/Baths/Half 3/2/0 Floors 1 _ Living Units 1 Actual Area Sq.Ft ©4 s Living Area Sq.Ft Adjusted Area 2,730 Sq.Ft Taxable Value Information Lot Size 14,600 Sq.Ft 2015 2014 2013 Year Built 1951 County Assessment Information Exemption Value $50,000 $50,000 $50,000 Taxable Value $130,624 $129,191 $126,543 Year 2015 2014 2013 School Board Land Value $401,231 $166,553 $195,935 Exemption Value E$25,000 $25,000 $25,000 Building Value $192,200 $187,444 $187,657Taxable Value 5,624 $154,191 $151,543 XF Value $1,170 $1,187 $1,204 City Market Value $594,601 $355,184 $384,796 Exemption Value Assessed Value $180,624 $179,191 $176,543 p $50,000 $50,000 $50,000 Taxable Value $130,624 $129,191 $126,543 Benefits Information Regional Benefit Type 2015 2014 2013 Exemption Value $50,000 $50,000 $50,000 Taxable Value $130,624 $129,191 $126,543 Save Our Homes Assessment $413,977 $175,993 $208,253 Cap Reduction Sales Information Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Previous OR Sale Price Book- Qualification Description Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Page Board,City,Regional). -- 12/01/1992 $0 15812- Sales which are disqualified as a result of Short Legal Description 2372 examination of the deed 31 5242 09/01/1987 $130,000 13481 Sales which are qualified 2280 GOLF VIEW EST CORR PLAT PB 41-58 LOT 6 LOT SIZE IRREGULAR OR 15812-2372 1292 5 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: 4. % MBLIES AND ROOFTOP STRUCTURES Florida1s 4 uIlding 4) Hurricane Zone Uniform Permit Application 26 Section A(General Information) Master 0 a No. Process No. Contractor's NameC ou ko o–� I' n/ Job Address & 6 l G 1 C) ROOF CATEGORY ow Slope 13 Mechanically Fastened Tile Mortar/Adhesive ❑ Asphaltic Shingles rta S Shingles/Shakes Ive at Tiles S13 Metal Panel/Shin iW d hIn es/Shakes 13 Prescriptive BUR-RAS 150 ROOF TYPE C3 Now roof 13 Repair 13 Maintenance Reroofing 13 Recovering ROOF SYSTEM INFOR Low Slope Roof Area(SF) Steep Sloped Roof AREA(SS 1�6 C) (SSF) i 0 1(S,)— Section B(Roof Plan) Sketch Roof Plan:Illustrate all levels and sections,roof drains,scuppers,overflow scuppers and overflow drAlmseletlude dimew. slons of sections and levels,clearly Identify dimensions of elevated pressure zones anor?Qt0arDpets.. 0: 9009:0 0 0*00041 V %see I T • 0940e .4 • 2 •60:0 oo"kj Ll FLORIDA BUILDING CODE BUILDING,Sth EDITION(2014) to.-licensed by,ICC(ALL RIGHTS RESERVED);a—sdd by E192m Palado on Jun 8,2015 IW2.12 AM pm=m to 11cmw CIDPrW 15.37 Agreement.No farther repo&wd=awhodze& ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition(2014) High-Velocity Hurricane Zone Uniform Permit Application Foran t 1 Section D(Steep Sloped Roof System) 1 Roof System Manufacturer. �� a 1 1 Notice of Acceptance Number 1 Minimum Design Wind Press , f p cable(From RA 7 lallations): 1 P1: i P1: P1: s 1 1 1 Deck Type: 1 1� C9 0 1 1 Type Underlayment; � 301 R lope: 1 12 Insulation: 1 t Fire Barrier: 1 1 1 Ridge VeA ati ? Fastener Type&Spacing:IV T4 .. . 1 Adhesive Type: ..r.. Type Cap Sheet; Mean Roof Height: Roof Covering: d •� •,• .• -- - ..ry Type&Sine Drip Edge: "" 1 • Veto: FLORIDA BUILDING CODE—BUILDING,6th EDITION(2014) 15.39 HfIff,111 in -" ' Copyright to,as licensed by.ICC(ALL R'MM RESERVED),asz--d by Fulls Paiado on J.S.2D15 10,32.12 AM pmum to License Agreement.No farther n p=bwflotts authasize& R60F ASSEMBLIES AND ROOFTOP STRUCTURES i Flodds Building Code 5th Edition(2014) 1 1 High-Velocity Hurricane Zone Uniform Permit Application Form. 1 1 1 Section E(Tile Calculations) 1 For Moment based file systems,choose either Method 1 or 2.Compare the values for M,with the values from Nk.If the Mf values 1 are greater than or equal to the Mr values,for each area of the roof,then the file attachment method is acceptable. i -od 1 "Moment Based Tile Ca ladons Per RAS 127" 1 (P1: x = t30 -Mg. 10=Mrt MK ,Y Product Approval 1 ( - WTI 0-M2 Product Approval Mf K. b 1 (P3} xll Mg:!�3-0=M,3-MD Product Approval M, 1 1 Method 2"Simplified Tile Calculations Per Table Below" 1 Required Moment of Resistance(M,)From Table Below Product Approval Mt 1 M,required Moment Resistance* 1 Mean Roof Height 15' 20' 25' 30' 40' 1 Roof Slope I 2:12 34A 36.5 38.2 39.7 42.2 1 3:12 32.2 34A 36.0 37.4 39.8 1 4:12 30.4 322 33.8 35.1 37.3 1 5:12 28.4 30.1 31.6 32.8 34.9 11 6:12 26.4 28.0 29.4 30.5 32.4 1 7:12 24A 25.9 27.1 28.2 30.0 1 *Must be used in conjunction with a list of moment based tile systems endorsed by the Browarct Coyntyy Boar;edeRules and••••• 1 Appeals. .. . 6 1 :06 00 •• For Uplift based file systems use Method 3.Compared the values for F with the values for Fr. If the P"Odes are greater than W• 1 equal to the Fr values,for each area of the roof,then the tide attachment method is acceptable. •••••• • • 6 66.6 6• 6 66.6.6 1 Method 3"Uplift Based Tile Calculations Per RAS 127" 6 • • � P1: xL = xw.= 00•006 0•0:66 06:00' 1 ( �-W: x cis 8 =Frt Product Approval F 1 (P2: x L = x w:__,-W: x cos 0 =Fr2 Product Approval F' 0•-'•- •• • •••••• 1 = ...... (P3: x L x w:__�-W: x cis 8 =F,� Product Approval F' 6 • 1 T- 1 Where to Obtain Information 00 0 .•.. • Goo: 1 Description Symbol Where to find •• • 1 Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis pre- Mean by PE based on ASCE 7 1 Mean Roof Height H Job Site 1 Roof Slope 8 Job Site 1 Aerodynamic Multiplier Product Approval 1 Restoring Moment due to Gravity Ma Product Approval 1 Attachment Resistance K Product Approval 1 Required Moment Resistance M9 Calculated 1 Minimum Attachment Resistance F Product Approval 1 Required Uplift Resistance F, Calculated 1 Average Tile Weight W Product Approval 1 The Dimensions L =length W=width Product Approval 1 All calculations must be submitted to the building official at the time of permit application. 1 15.40 FLORIDA BUILDING CODE-BUILDING,5th EDITION(2014) 1 1 RMCOPYH&to.-licensed by ICC(Ata.,Rtc{M RESERVED);0=0aW by Eh=r Pdiado on Jun 8,2015 1032.12 AM pmsuaot to License Agreement.No furtherwpoducdm authorized. Florida Building Code 5th Edition(2014) High-Velocity Hurricane Zone Uniform Permit Application Form 102119D C (Lo_ S1_0o,_ed Rolf System) Fill in Speciffa Roof Assembly Components Fastener Spacing for AnchodBase Sheet and Identify Manufacturer Attachment (We component Is not used, •NASAM Sydem Mani Field: 'oc 0 Lap.#Rows._ (� •oc NOA No: Perimeter. "oc a Lap,#Rows •00 °® .Comer.0- 'oc 0 Lap.#Rows � `oc Design P ures,From RAS 128 or Caiculetlors: Pmaxt. z Pmarc2 ® p3 Number of Fasteners P Insulation Board Max.D Pressure,From the Specific NOA Syste • Field Perimeter Corner Dedc Illustrate Comments Noted and Type: Details as Applicable: � � _ Woodbloddreg, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Scope: Strip, Base Flashing, Counter- Flashing, Coping,Etc. Andwfflese Sheet&No.of Pi s: _ Imo: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, L Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that tap tnsuladon Base Layer Comply.with RAS 111 and Chapter 16. Base insulation Size and Base Insulation Fastens ng Material: 0000 • • 0000 •6•••4 Top Insulation Layer. , . • . ' 0000•. ' Top Insulation Site and ThI • 409 pmt . • 0000•• q • :0000: Top Insulation Fastener/Sonding Material: i;� r 4-000 Hem 4 ... • •• 00000 • 00000• 00000' Sm Sheet(s)&No.of Ply(s): . Base Sheet Fasten/Bonding Material: _ago j4n . 6 • • • b � MSI•.. • .064.6 / Roaf Ply Sheet(s).&No.of Ply{s): - 6• 6 :0000: Ply ngJW:AA Top Ply: Top Ply Fdaftneri Surfacing-.. .,, MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DE TMENT 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) www.m1amidade.eov/oera 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 900 Concrete Roof Tile 9999 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city state re*d£ollowing,.... statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein`• •• 9999.. 909.90 9999.. RENEWAL of this NOA shall be considered after a renewal application has been filed ai;%0:eFe has tee;no charip in the applicable building code negatively affecting the performance of this product. '9999• 0..:: ••• •9999 99:99' TERMINATION of this NOA will occur after the expiration date or if there has been a r00iston or chatlge m the •••••• materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of anjroduct, •. g Y purposes Y P p Y* Y ion' for sales advertising or an other oses shall automatically terminate this NOA.Failur to c m 1 t�tta section' 0 of this NOA shall be cause for termination and removal of NOA. •••••• .. 9999 ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA# 11-0713.02 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0308.20 Mu ;co�rrr Expiration Date:09/21/16 Approval Date:06/21/12 Page 1 of 7 :ROOFING ASSEMBLY APPROVAL Ca o : Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE This renews a system using Villa 900 Concrete Roof Tile, as manufactured Boral Roofing, LLC in Lake Wales, FL. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Monier Lifetile LLC Villa 1= 17" TAS 112 Low profile,interlocking,high pressure extruded 900 w= 13" concrete roof tile equipped with one nail hole and Y2" 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. Lake Wales,FL. •. ...... . ...... 2.2 EVIDENCE SUBMITTED •••• o .... Test Agency Test Identifier Test Name/Report •" "Date 00:00,•••• Nutting Engineers 13343.1 TAS 112 "A13r.20M Redland Technologies 7161-03 Static Uplift Testing • ••lei. 1991,fee: Appendix III TAS 102&TAS 102;A).•. .. .... Redland Technologies 7161-03 Wind Tunnel Testing 0001NIC. 1991 Appendix H 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) NOA No.: 12-0308.20 : ;��10 Expiration Date:09/21/16 Approval Date:06/21/12 Page 2 of 7 .2.2 EVIDENCE SUBMITTED Test Aaency Test Identifier Test NameMenort Date Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 TAS 108(Nail-On) 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 (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 Calculations 25-7183 March 1995 Walker Engineering,Inc. Evaluation Calculations 25-7094 February 1996 Walker Engineering,Inc. Evaluation Calculations 25-7496 April 1996 6666 Walker Engineering,Inc. Evaluation Calculations 25-7584 00 25-7804b-8 .' 6666.. 25-7804-4&5 •••••• 25-7848-6 ••• ' 6666 .. . 6666.. Walker Engineering,Inc. Evaluation Calculations Aerodynamic Multipliers••' '�ay 20C 6:o-: 60 906 0 .•:.. Walker Engineering,Inc. Evaluation Calculations Two Patty Adhesive Set SySte�i ::.*A*614il 191 �•�• Walker Engineering,Inc. Evaluation Calculations Restoring Moment Due to!ft?SA.1y A�pri12006 •, • • 9 000000 999999 • • 9 • • • • • 996999 99 • 9999 • • NOA No.:12-0308.20 aMU%WffiDMAQEW=NTY Expiration Date:-0308.16 Approval Date:06/21/12 Page 3 of 7 3. LDMATIONS: 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 900 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 (VI) and Dimensions (I x w) Tile Profile Weight W(lbf) Length-1 (ft) Width-w (ft) .. Villa 900 Concrete Tile 10.94 1.425 '.'bd)� .... • Table 2: Aerodynamic Multipliers - (ft ) ' Tile �,(ft ) •....� 1( .• Profile Batten Application Dir9*6j_beckAPdVcatlofl . Villa 900 Concrete Tile 0.289 ..'..' 0.289.' ; Table 3: Restoring Moments due to Gravity- Mg (ft-lbf) •••• • Tile 3":12" 4":12" 5":12" 6'1:12v-* 7".42:•or gr ' Profile Villa 900 Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Concrete Tile Deck Deck Deck Deck Deck 6.79 7.70 6.73 7.62 6.63 7.51 6.50 7.37 1 6.36 7.21 NOA No.:12-0308.20 JAPPhtu►MFnAROVED 1 TY Expiration Date:09/21/16 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 900 2-10d Ring Shank Nails 27.8 37.4 28.8 Concrete Tile 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) Table 5: Attachment Resistance Expressed as a Moment Mf(ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Villa 900 Concrete Tile Adhesive . . 2® • 1 See manufactures component approval for installation requirements. .. : . . 2 Flexible Products Company TileBond Average weight per patty 11.4 grams. •..... •• 3MTm 2-Component Foam Roof Tile Adhesive AH-160.Average weight per patty 8 gramsteLe . . Table 6: Attachment Resistance Expressed as a Moment - •••• for Single Patty Adhesive Set Systems • • • .. .. .. . .... . Tile Tile Application :IWiih'llnum Attachment • Profile ko k •Res6tati6e "" Villa 900 Concrete Tile 3M 2-Component Foam Roof Tile Adhesive AH-160 '..• : 86.4V. ••••• 3M 2-Component Foam Roof Tile Adhesive AH-160 4W 3 Large paddy placement of 54 rams of Pol ProTm. 4 Medium paddy placement of 24 rams of Pol ProTm. Table 8: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Villa 900 Concrete Tile Mortar Seto 20.60 5 Seespecific mortar manufacturer's Notice of Acceptance NOA No.:12-0308.20 rttaaaonoe couN7ir Expiration Date:09/21/16 Approval Date:06/21/12 Page 5 of 7 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". 0 LABEL FOR VILLA 900 CONCRETE TILE (LOCATED ON THE UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. . . .... ...... ...... . ...... .... . .. ..... . . . . ...... .. 06V •• t NOA No.: 12-0308.20 Muahianaa�couwrir Expiration Date:09/21/16 Approval Date:06/21/12 Page 6 of 7 PROFILE DRAWING NM hoits . 12 off I Ile l+�s two Ovwbck 211811 17" Under�dc •. • sees 0009•0 rig • • a7 •• 9 • • • • 0.000. • 099.9• • 0000•• • 0000•• • • 0000.• 0000 •• • • • • • . • 0000 • •• .0000 0000•• •O.9 ••••• •• 9• 09 • 00.0.0 • 0000•• • • • • • • 0000•• 0.000• • • • • VILLA 900 CONCRETE ROOF TILE sees 0• •••• ***so:**so END OF THIS ACCEPTANCE MwMha® NOA No.: 12-0308.20/21/16 .. ; � Expiration Date:09/21/16 Approval Date:06/21/12 Page 7 of 7 MIAMFU IA MMI-DADE COUNTY ® PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy GAF 1 Campus Drive Parsippany,NJ 07054 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 Bakdiv Code including the High Velocity Hurricane Zone of the Florida Building Code. ; ••• 00000 •••• • .. . DESCRIPTION: GAF Ruberoid®Modified Bitumen Roof System for Wood De®lq.. :•• ....:. 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 filo.". there•has • • been no change in the applicable building code negatively affecting the performance of this prod%,.:. ••••:• TERMINATION of this NOA will occur after the expiration date or if there has ba"d rQvision Qr :0000 change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA assn' 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. 14-0611.01 and consists of pages 1 through 30. The submitted documentation was reviewed by Jorge L.Acebo. .�J NOA No.: 14-1030.02 MIAMKAM Couwrir Expiration Date: 11/06/18 FE''• ' Approval Date: 11/05/15 Page 1 of 30 . f t Membrane Type: SBS/SBS Cold Applied Deck Type 1: Wood,Non-insulated Deck Description: 19/32"or greater plywood or wood plank decks System Type E(1): Base sheet mechanically fastened to roof deck. All General and System Limitations shall apply. Fire Barrier: FircOuf'Fire Barrier Coating,VersaShield'Fire-Resistant Roof Deck Protection (optional) or Securock'Gypsum-Fiber Roof Board. Base sheet: GAFGLAS'#80 Ultima"°Base Sheet,GAFGLAS'Stratavent'Eliminator Nailable Venting Base Sheet,Ruberoid'20,Ruberoid®SBS Heat-Weld's Smooth or Ruberoid'SBS cat-Wel, TM 5 e heet mechanically fastened to deck as described below- Fastening GAFGLAS'Ply 4,GAFGLAS'FlexPly 6,GAFGLAS'#75 Base Sheet or any Options: 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'F1exPly 6,GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with Drill-Tec""#12 Fastener,Drill-Tec' #14 Fastener or Drill-Tec"XHD Fastener and Drill-Tec''3"Steel Plate,Drill- Tee 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;re aq ally spaced ... • approximately 12"o.c.in the field of the sheet. •••••• • .. . ...... (Maximum Design Pressure—45 psf.See General Limitadon##7,�.. • GAFGLAS'FlexPly 6,GAFGLAS'#75 Base Sheet or any orj*Djve bash ske eis �•��•' attached to deck with approved annular ring shank nails and tip. at a faslg4*gr •• spacing of 9"o.c.at the 4"lap staggered and in two rows 9"o ca`iaAe field..' ....•. (Maximum Design Pressure—52.5 psf.See General Lim itatisn#0.0 . . . . ...... GAFGLAS'#80 Ultima7 Base Sheet,Ruberoid'20,Ruberoid®Mpp Smobtll;••• • base sheet attached to deck with approved annular ring shank nails Ad tin capsat a fastener spacing of 9" 0 o.c.at the 4"lap staggered and in two rows 9"o.c.mAe• 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-Tec"'#12 Fastener,Drill-Tee#14 Fastener or Drill-Tec""XHD Fastener and Drill-Teo"'3"Steel Plate,Drill-Tec'°'AccuTrac'Flat Plate or Drill-Tee 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) Any of above base sheets attached to deck approved annular ring shank nails and 3"inverted Drill-Tec""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) NOA No.: 14-1030.02 hpah�4nHce couwnr Expiration Date: 11/06/18 JAPPROVEDI___ Approval Date: 11/05/15 Page 26 of 30 Fastening GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with Options: Drill-Tec'#12 Fastener,Drill-Tec""#14 Fastener or Drill-Tec"'XHD Fastener (Continued) and Drill-Tec'"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)One or more plies GAFGLAS®Ply 4,GAFGLAS®FlexPly 6, GAFGLAS®#80 Ultima Base Sheet,Ruberoid®Mop Smooth or Ruberoid®20 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: One or more plies of Ruberoid®Mop Smooth,Ruberoid®Mop 170 FR,Ruberoid® Mop Granule,RoofMatch'SBS Modified Granular,Ruberoid®Mop Plus Granule,Ruberoid®20,Ruberoid630,Ruberoid®EnergyCap-30 FR SBS Membrane,Ruberoid®30 FR or Ruberoid®Mop FR in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Or One or more plies of Ruberoid®Mop Smooth,Ruberoid®Mop Granule, RoofMatch'SBS Modified Granular,Ruberoid®Mop 170 FR,Ruberoid®Mop Plus Granule,Ruberoid®20,Ruberoid®30,Ruberoid®EnergyCap'"30 FR SBS Membrane,Ruberoid®30 FR or Ruberoid®Mop FR adhered in MatrixTM 102 SBS Membrane Adhesive at an application rate of 1-2 gal./sq. 0000 Surfacing: Optional on granular surfaced membranes; required for Vnoojh ment • Chosen components must be applied according to manufattefets apl cat;on instructions. All coatings must be listed within a current NOA.9 9 •'• 0009:9 1. Gravel or slag applied at 4001bs./sq.and 300 lbs./sq.respectivWV.W a flood co4t ;••••; of Approved asphalt at 60 lbs./sq. 2. GAFGLAS®Mineral Surfaced Cap Sheet,Tri-Ply®Mineral Sarftej Cap�#wj# •• ••• or GAFGLAS®EnergyCar BUR Mineral Surfaced Cap Shedraditbred in E?flill• ••••;• mopping of approved asphalt applied within the EVT range aiF A$11-ate of 2040 lbs./sq. :000:0 0000.. 3. Topcoat'Membrane,Topcoat®MB Plus(to be used as a primftyrit$Topc-0e ;••••; Membrane)or Topcoat®Surface Seal SB applied at 1 to 1.5 gal./sq. Maximum Design Pressure: See Fastening Options NOA No.: 14-1030.02 huAMtDa�e eouMnr Expiration Date: 11/06/18 APPROVED Approval Date: 11/05/15 Page 27 of 30 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS®Ply 4 and GAFGLAS®F1exP1yTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1/4"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)yahm%f 275 lbf.,as tested in compliance with Testing Application Standard TAS 105. W the'%stener"Me, ••••;• 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 ent is.based on a minimum fastener resistance value in conjunction with the maximum design6Y44te listed wittin ;••••; a specific system. Should the fastener resistance be less than that required,as d'etwwAed b;tlf%.' ..... Building Official,a revised fastener spacing,prepared,signed and sealed by a Fle&f-egistercj•. .•:••• Engineer,Architect,or Registered Roof Consultant may be submitted. Said revtft&fastener sptci:ig •••••• shall utilize the withdrawal resistance value taken from Testing Application StatiMM4TAS 1051and •. calculations in compliance with Roofing Application Standard RAS 117. a :...:. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requi1*r9ilen:s of thW, • ;•••• areas. Fastener densities shall be increased for both insulation and base sheet as calculated 1% • ; 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#9 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#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 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 141030.02 MIAMMMDE COUNTY Expiration Date: 11/06/18 ''''• ' Approval Date: 11/05/15 Page 30 of 30 9/9/2015 TGFU.R14153-Roofing Systems ,�, ONLiNE CERTIFIGATIaNS SIR fiORY TG FU.R14153 Roofing Systems Pace Bottom Roofing Systems See General Information for Roofing Systems GAF R14153 1 CAMPUS DR PARSIPPAW, NJ 07054 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 DuraGuardT" 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 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 DuraGuardT" Roofboard" in hot roofing asphalt. "EnergyGuardT" Ultra" is an acceptable alternate to "EnergyGuardTD7 RF" In any applicable Classification. "GAF Stratavent@ EliminatorTM Venting Base Sheet(Nailable)" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. . 0 • • 0000 0000•• GAFGLAS@ Periite Insulation" may be utilized as a cover board over"EnergyGuardlm RF" insulation in any 81'the'foliowipgaytgms. •� 00.000 • 0000•• Unless otherwise indicated, the roof Insulation Is mechanically fastened, adhered with hot mopping asphalt pr �Cjassified urgthane insylation, adhesive. Polystyrene referenced in any of the following Classifications include "EnergyGuardTm EPS Insulation` too*** 0000 •• • • • Unless otherwise indicated, all insulations may be adhered with any UL Classified Insulation Adhesive per the wwufacturar's installation•••• instructions(excluding LRF Adhesive O) in any applicable Non-Combustible Roof Deck Classifications. ' • 0000•• 0000 00000 References to glass fiber insulation Include "EnergyGuard,Fiberglass Insulation". •• •• •• • '0000• 0000•• • •• "EnergyGuardT"Tapered" is an acceptable alternate to "EnergyGuardT""' In any applicable Classification. ; ' ; • ����;� 0000•• ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT ••• :••••: •• • 0000 • e Type G2 asphalt glass mat base sheet("GAFGLAS@ #75 Base Sheet" or"Tri-Ply@ #75 Base Sheet", or"GAFGLAS@ #80 tt;I&") is a suitable alternate for Type GI asphalt glass fiber ply sheet("GAFGLAS@ Ply 4" or"Tri-Pty@ 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@ EliminatorT"' Venting Base Sheet(Perforated)" or"GAF Stratavent@ Eliminator*'" Venting Base Sheet(Nailable)." Perforated base sheets to be loose laid or fully adhered with hot roofing asphalt and nailable 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. 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 forjlashing in any of the Class A, B or C systems listed below. When"periite" Is referenced, this includes"GAFTEMP PERMALITE@" or any other UL Classified periite Insulation. Crushed stone or slag 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 rh-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 3A-in. thick perilte board and deck with rosin paper(periite/rosin paper/polystyrene/periite) is a suitable alternate for poiyisocyanurate board in the following Class A, B or C systems. httpJ/databm.ul.can/cgi-birOW/template/LISEXr/1FRAME/showpage.htmi?name=TGFU.R14153&ccns Ve=Rooing+Systems&objid=108i885807&cf... 1/49 9/9/2015 I TGFU.R14153-Roofing Systems "EnergyGuard"m RA" or"Tapered EnergyGuardlm RA" or"EnergyGuardIm 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. 'GAFGLAS@ Flex Ply 6" and"Tri-Ply® Ultra-Flexible Ply 6" are suitable alternates to"GAFGLAS@ Ply 6". "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 21h to 3-gal/100-ft2. r "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,B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid@ Heat Weld" SBS roofing membrane may be used in lieu of"Ruberoid@ Mop" SBS products in any applicable Classification. Class A 1. Deck: C-15/32 Incline: 3 Insulation(Optional):—One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or peNite/urethane composite or wood fiber/polylsocyanurate composite or phenolic, any thickness. Ply Sheet:—Three or more plies Type GI or"GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4" or"GAFGLAS@ Ply 6" hot mopped. Surfacing:—Gravel. 2. Deck: C-15/32 Incline: 2 Insulation(Optional):—One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Ply Sheet:—Three or more plies Type G1 or"GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4" or"GAFGLAS@ Ply 6". Cap Sheet:—One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or"Tri-Ply@ Mineral Surfaced Cap Sheet" or"GAFGLAS@ EnergyCapTM BUR Mineral Surfaced Cap Sheet". •••• • • •••• • 3. Deck: NC Incline: 2 • • • •••••• •• • • • • Insulation(Optional):—One or more layers perlite, wood fiber, glass fiber, polyisocyanurate, ure'thliV„*perliterpolylsocyanur&'&•••• composite, perlite/urethane composite, wood fiber/polyisocyanurate composite, phenolic, 2-in. max"@"%!• • • • Ply Sheet:—Two or more plies Type G1 "GAFGLAS@ Ply 4", "Tri-Ply@ Ply 4" or"GAFGLAS@ Ply 64.9•• .• • :••••: Cap Sheet:—One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet” or"Tri-Ply@ Mineral Suftoij Ap Shegt'*%ro'GAFGL@$V,• EnergyCap'" BUR Mineral Surfaced Cap Sheet. • •••••• •••• ••••• 4. Deck: C-15/32 Incline: 1 •••••• •••• i •••••• • Slip Sheet(Optional):— Red rosin paper, nalled to deck. : • : • • ••••:• Insulation(Optional):—Any thickness perlite or wood fiber or glass fiber or polylsocyanurate meghaniciolly fastjN&tf8t"adhergd with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. • • • •••••• Base Sheet:—One ply Type G2"GAFGLAS@ #75 Base Sheet" or"Tri-Ply@ #75 Base Sheet" (may be nailed). •••:•• • • Ply Sheet:—One or more plies Type G1 "GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4" or GAFGLAS@ Ply 6". •• • Cap Sheet:— One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or"Tri-Ply@ Mineral Surfaced Cap Sheet" or"GAFGLAS@ EnergyCap'" BUR Mineral Surfaced Cap Sheet". Surfacing(Optional):— "TOPCOAT@ EnergyCoteTm Elastomeric Coating" applied at a rate of 2-gal/100-ft2. S. Deck: NC Incline: 3 Base Sheet:— One ply Type G2"GAFGLAS@ #75 Base Sheet" or"Tri-Ply@ #75 Base Sheet". Ply Sheet:—One or more plies Type G1 "GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4" or"GAFGLAS@ Ply 6". Cap Sheet:—One ply Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet" or"Tri-Ply@ Mineral Surfaced Cap Sheet" or"GAFGLAS@ EnergyCapn" BUR Mineral Surfaceid Cap Sheet." 6. Deck: C-15/32 Incline: 2 Insulation:—One or more layers periite, glass fiber, polyisocyanurate, urethane, perlite/polyisocyanurate composite, perlite/urethane composite, phenolic, 1 In. minimum (offset a minimum of 6-In. from plywood deck joints). Base Sheet:— One or more plies Type Gl or Type G2 or Type G3. Membrane:— One or more plies "Ruberoid@ Torch Smooth" or"Ruberoid@ Torch Granule" or"Ruberoid@ Torch Granule Plus" or "Ruberoid@ Mop Smooth" or"Ruberoid@ Mop Smooth 1.5" or"Ruberoid@ Mop Smooth Plus" or"Ruberoid@ Mop Granule" or "Ruberoid@ Mop Plus Granule" or"ROOFMatchm SBS Modified Granular" or"Tri-Ply@ SBS Modified Bitumen Membrane" or "ROOFMatch'"APP Modified Granular" or"Tri-Ply@ TP-4G" or"Tri-Ply®TP-4" or"Ruberoid@ Dual Smooth". Cap Sheet:—Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet" or"Tri-Ply@ Mineral Surfaced Cap Sheet"or"GAFGLAS@ EnergyCapl" BUR Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt. 7. Deck: C-15/32 Incline: 2 Insulation(Optional):—One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or http:/kWtabwe.ui.can/cgi-bin/XW/template/LISEXT/IFRAM Etshowpage.html?name=TGFU.RI4153&ccnshor tdte=Roofing+Systerns&cbjid=1083885807&cf... 2/49 91015 TGFU.R14153-Roofing Systems "DensDeck DuraGuard'" Roofboard" or minimum 1/4-in. thick Untied States Gypsum Corp. "SECUROCK® Roof Board" (Type FRX-G) or a$ECUROCK@ Glass-Mat Roof Board" (Type SGMRX) mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or ahy UL Classified insulation adhesive with butt joints in the barrier board products staggered a minimum of 6-in. from plywood deck joints. Base Sheet:—One ply Type G2"GAFGLAS@ #75 Base Sheet" or"Tri-Ply#75 Base Sheet" mechanically fastened. Ply Sheet:—One or two plies Type G1 "GAFGLAS@ Ply 4" or"Tri-Pty 4" or"GAFGLAS@ Flex Ply 6" or Type G2"GAFGLAS@ #75 Base Sheet" or"Tri-Ply #75 Base Sheet" fully adhered with hot roofing asphalt. Cap Sheet:—One ply Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet"fully adhered with hot roofing asphalt. Surfacing(Optional):— "TOPCOAT@ EnergyCoteT" Elastomeric Coating" applied at a rate of 2-gal/100-ft2. 16. Deck: NC Incline: 1/2 Insulation(Optional):—Any thickness periite or wood fiber or glass fiber or polyisocyanurate, mechanically fastened oradgiered with "LRF Adhesive M" or OMG Inc. "Olybond Fastening System" applied as a nominal 3/4-1n. bead or"GAF 2-Part Roofing Adhesive" applied as a nominal 2-1/2-in. bead with a maximum on-center spacing of 12-in. or any UL Classified insulation adhesive applied per the manufacturer's installation Instructions. Base Sheet:—One ply Type G2"GAFGLAS@ #75 Base Sheet" or"Tri-Ply@ #75 Base Sheet", mechanically fastened. Ply Sheet:—One or two plies Type G1 "GAFGLAS@ Ply 4" or"Tri-Ply@ 4" or"GAFGLAS@ Flex-Ply"m 6" or Type G2"GAFGLAS@ #75 Base Sheet" or"Tri-Ply@ #75 Base Sheet", fully adhered with hot roofing asphalt. Cap Sheet:—One ply Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet", fully adhered with hot roofing asphalt. Surfacing:— 'TOPCOAT@ EnergyCoteT" Elastomeric Coating" or"TOPCOATS MB Plus" or"TOPCOAT@ 322 White Elastomeric Coating", applied at a rate of 2-gal/100-ft2. 17. Deck:C-15/32 Incline: 1/2 Insulation(Optional):—Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Barrier Board:— Minimum 1/4-1n. thick Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard" or"DensDeck Prime@ Roofboard" or "DensDeck DuraGuardT'" Roofboard" or minimum 1/4-in. thick Untied States Gypsum Corp. "SECUROCK@ Roof Board" (Type FRX-G) or "SECUROCK@ Glass-Mat Roof Board" (Type SGMRX) mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive with butt joints in the barrier board products staggered a minimum of 6-in. from plywood deck joints. Base Sheet:—One ply Type G2"GAFGLAS@ #75 Base Sheet" or"Tri-Ply#75 Base Sheet" mechanically fastened. Ply Sheet:—One or two plies Type G1 "GAFGLAS@ Ply 4" or"Tri-Ply 4" or"GAFGLAS@ Flex Pty 6" or Type G2"GAFGLAS@ #75 Base Sheet" or"Tri-Ply#75 Base Sheet" fully adhered with hot roofing asphalt. Cap Sheet:—One ply Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt. Surfacing:—"TOPCOAT@ EnergyCoteTm Elastomeric Coating" or"TOPCOAT@ MB Plus" or"TOPCOAT@ 322 White Elastomeric Coating" applied at a rate of 2-gal/100-ft2. •••• 18. Deck: NC Incline: 1 + • Does •••••• Insulation(Optional):—Any thickness periite or wood fiber or glass fiber or polyisocyanurate, mdMOilMly fastened or adherfktvth o "LRF Adhesive M" or OMG Inc. "Olybond Fastening System" applied as a nominal 3/4-in. bead or"GAF•B-faut Roofing Adhesive"• • applied as a nominal 2-1/2-in. bead with a maximum on-center spacing of 12-1n. or any UL Classifiecj vWlation agIgesivgi applie$lArr0; the manufacturer's installation Instructions. • • • • • Base Sheet:—One ply "GAFGLAS@ Stratavent@ EliminatorT"' Venting Base Sheet" or Type G2, fuil�adhered with hot roofing ••f••0 asphalt. • •••• 0000 •,•,• Ply Sheet:— One or two plies"Ruberoid@ Mop Smooth" or"Ruberoid@ Mop Smooth 1.5" or"Rube"d®NNop Smoetb Pies" or •••••• "Ruberoid@ 20" or"Ruberoid@ 20 HT", fully adhered with hot roofing asphalt. 0.0000 0 .• Membrane:—One ply"GAFGLAS@ Mineral Surfaced Cap Sheet", fully adhered with hot roofing asthalt. ; 0 0 0•••:• Surfacing:— "TOPCOAT@ EnergyCoteT"' Elastomeric Coating" or"TOPCOAT@ MB Plus" or"TOPCOATS 3P WhiteVRAOMeric Crting" applied at a rate of 2-gal/100-ft2. ; , • • ••••• •• • 0000 • • 19. Deck: C-15/32 Incline: 1 •• • Insulation(Optional):—Any thickness periite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Barrier Board:— Minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or"DensDeck Prime@ Roofboard" or "DensDeck DuraGuardT Roofboard" or minimum 1/4-In. thick Untied States Gypsum Corp. "SECUROCK@ Roof Board" (Type FRX-G) or "SECUROCK@ Glass-Mat Roof Board" (Type SGMRX) mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive with butt joints in the barrier board products staggered a minimum of 6-in. from plywood deck joints. Base Sheet:— One ply"GAFGLAS@ Stratavent Eliminator Venting Base Sheet" fully adhered with hot roofing asphalt. Ply Sheet:—One or two plies"Ruberoid@ Mop Smooth" or"Ruberoid@ Mop Smooth Plus" fully adhered with hot roofing asphalt. Membrane:—One ply "GAFGLAS@ Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt. Surfacing:— "TOPCOAT(g) EnergyCoteT Elastomeric Coating" or"TOPCOAT@ MB Plus" or"TOPCOAT@ 322 White Elastomeric Coating" applied at a rate of 2-gal/100-ft2. 20. Deck:C-15/32 Incline: 1 Base Sheet:— One ply Type G2"GAFGLAS@ #75 Base Sheet" or"Tri-Ply@ #75 Base Sheet" mechanically fastened. Insulation(Optional):—Any thickness or combination: periite or wood fiber or glass fiber or polyisocyanurate, mechanically fastened or hot mopped or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Base Sheet:—One or more plies "Ruberoid@ 20" or"Ruberoid@ 20 HT" or"Ruberoid@ Modified Base Sheet", hot mopped or mechanically attached. Cap Sheet:—One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or"Tri-Ply@ Mineral Surfaced Cap Sheet" or"GAFGLAS@ EnergyCapT" BUR Mineral Surfaced Cap Sheet". Class B httpJ/daWbase.ul.can/cgi-birAW/ternplate/USEXT/1FRAM Etshowpage.htmi?name=TGFU.Rl4l53&ccnshortdge=Roofing+Systems&otiid=1083885807&cf... 4/49 SECTION 1524 HIGH VELOCITY HURRICANE ZONES-REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope.As it pertains to the section,it is the responsibility of roofing contractor to provide the owner with the required roofing permit,and to explain to the owner the content of the section.The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations.Additionally,the following items should be addressed as part of the agreement between the owner ant the contractor.The owner's initial in the designated space indicates that the item has been explained. 2. Renaiiing wood decks:When replacing roofing,the existing wood roof deck may have to renailed in accordance with the current provisions of Section R4403.(The roof deck is usually sealed prior to removing the existing roof system). 4'N2� Exposed Ceiling:Exposed,open beam ceilings are where the underside of the roof decking ewed from below.The owner may wish to maintain the architectural appearance;therefore, ng nail penetration of the underside of the decking may not be acceptable.This prov desae option of maintaining the appearance. 0 •�„• • ...... . ...... Overflow scuppers(wall outlets): It is required that rainwater uiioff so teat t roof i ••••; n t overloaded from a buildup of water.Perimetededge wall or other roof eXt�Wgfl may QIofteis ..... di harge if overflow scuppers(wall outlets)are not provided. It may be necessapy to inti overflow •• ••• sc pers in accordance with the requirements of Sections R44 R4403 arta�+4 3. •• • •••••• A tort • • Ww�PJ V ALX. ' '• •�/ � •�.•ii eer/Agdenfs Signature Date ontractor Signature ' 'DJte�� S Property Address Permit Number Revised on 7/9/2009 LD;07/01/2015;