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RF-17-2996 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,Fl U4 Phone: (305)795.2204 Fax:(305)758.8372 p inspection Number: INSP-300153 Permit Number. RF-12-17-2936 N Scheduled Inspection Gats:March 27,2018 Permit Type: Roof lnspector:.Alvarez,Manny Angel Insprection Type: Final Roof owner: FINKELST'EIN,MICHAEL- Work Classification: Flat Job Address:665 GRAND Concourse Miami Shores,FL 33138-2464 Phone Number Pard Number 1132060171360 Project 15NONE> Contractor: EZ GENERAL&ROOFING cONTRACTORS INC / Phone:(964)118-8640 i Building Department Comments FLAT RE-ROOF 1 t Passed Coen Onft INSPECTOR COMMENTS False Inspector Comments Passed REINSPECTION AS REINSPECTION FOR INSP-29MI CREATED AS REI tSPECTION FOR INSP-2 529.CREATED AS RI`N PECT'ION FOR INSP294426. Failed cancelled by mike finkle in 8:36 a, 312=018 ELECTRICAL LINE MUST'BE RAISED FROM,ROOF DECK MINIMUM 8" Correction (�`� INCHES Needed u Re-Inapect onl F-1 Fete No ftfl-tonal Inspections can be scheduled unfit, ne4nspection fee is paid March 26,2018 For Ins tions please call:(306)762.4949 Page 36 of 42 i r qr. 51�OREs Miami hores Village low Building Department 10050 N.E.2nd Avenue y'�'@yyTOrb Miami Shores; Florida 33138 �l0Tel: (305) 795.2204 Fax: (305)756.8972 RE: Permit#2 t' ( �( 1' 4 DATE: INSPECTION AFFIDAVIT licensed - as a ontracto Engineer/Architect, (Print name and circle License Type) FS 468 Building Inspector License#: �i� c����/l 5"�CJ�j;-6aS:§ (D On,or about I did personally inspect the roof deck nailing to&time) work at Su,re� G (Complete Job Site Address) Based upon that exam n I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 53.844 S) po Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. { Sworn to and subscribed before me this it) day of G M Notary Public, Sate of Florida at Large o1r°L Notary Public State of Florida °�. Katrina Comish • My commission GG 014825 Of � Expires 07/24/2020 'General,Building,Residential,or Roofing Contractors or any individual certified under 468 F.S.to make such an inspection.Include photographs of each plane o the roo with permit#and address#clearly shown marked on the deck for each inspection a 0e4-4 17/4n19MA1rP)1nnn0 Miami Shores Village CAi 5 RECEIVED Building Department C 2 17 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201(4 1P r BUILDING Master Permit No. — 2qq Cr { f PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC 7 ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS [:] CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 565 Grand.Concourse City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-3206-.017-1360 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: � Flood Zone: BFE: FFE: ,y OWNER: Name(Fee Simple Titleholder): �axd f i✓1! et /nPhone#:?Os SQE_ I 7 Address: oi5 C-Wr City: NA UVA& <4V19R�' J State: `� l_. Zip: l3 Tenant/Lessee"Name: NA Phone#: Email: *,4C' l TI l ©[ COT CONTRACTOR:Company Name: E-Z General & Roofing Contractors Inc. Phone#: 954-418-8640 Address: 4751 NE 10 Avenue City: Oakland Park State: FL Zip:.33334 Qualifier Name: Ney P. Dias Phone#: 561-441-9654 State Certification or Registration#: CCC 1325628 Certificate of Competency#: DESIGNER:Architect/Engineer: NA Phone#: Address:NA City: State: Zip: Value of Work for this Permit:$ 10,000 Square/Linear Footage of Work: 4 Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: FLAT RE-ROOF ` Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ J Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) NA Bonding Company's Address NA City NA State Zip Mortgage Lender's Name(if applicable) NA Mortgage Lender's Address NA City NA 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, 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 occ . en (7) days after the building permit is issued. In the a e of such posted notice, the inspection will not be approved nd a rei sp ction fee will be charged. - Signature Signature OWNERorAGENT CONT OR The foregoing instrument was acknowledged before me this The foregoing instrument was c nowledged before me this 19 day of December - 20_1 7 by 19 day of December 20 17 by A(( F` K�✓,Iwho is personally known to Ney P. Dias who is personally known 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: Sign: Print: 1 Print• Seal: ,,,,u� Notary Public State of Florida Seal: ao p°Qtt, Notary Public State of Florida Katrina Cornish Katrina Cornish �` coq My Commission GG 014825 J My Commission GG 014825 �'d Of Ivy Expires 07/24/2020 ov l�O� Expires 07/24/2020 i APPROVED BY Plans Examiner Zoning Structural Review Clerk (kevised02/24/2014) I , I 12/21/2017 Property Search Application-Miami-Dade County 0 HCE OF THE P"ROPERTY APPRAISER ff Summary Report Generated On: 12/21/2017 Property Information Folio: 11-3206-017-1360 Property Address: 565 GRAND CONC w Miami Shores,FL 33138-2464 Owner MICHAEL FINKELSTEIN&L FARLEY Mailing Address 565 GRAND CONCOURSE` ' t MIAMI,FL 33138-2464 c PA Primary Zone 1300 SGL FAMILY-2801-3000 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE .. '' . FAMILY: 1 UNIT Beds'/Baths/Half 4/3/0 Floors 2 Living Units 1 ' •� � ytC Actual Area Sq.Ft Living Area Sq.Ft �pt Adjusted Area 3,556 Sq.Ft 41 Lot Size 13,429 Sq.Ft Taxable Value Information Year Built 1936 2017 2016 2015 County Assessment Information Exemption Value $50,000 $50,000 $50,000 Year 2017 2016 2015 Taxable Value 1 $243,822 $237,779 $235,779 Land Value $472,624 $429,658 $295,847 School Board Building Value $250,590 $250,690 $250,790 Exemption Value $25,000 $25,000 $25,000 XF Value $3,084 $3,097 $2,928 _.-.-...- .�_ Taxable Value $268,822 $262,779 $260,779 Market Value $726,298 $683,445 $549,565 City Assessed Value 1 $293,822 $287,779 $285,779 Exemption Value $50,000 $50,000 $50,000 Benefits Information Taxable Value $243,822 $237,779 $235,779 Regional Benefit Type 2017 2016 2015 Exemption Value $50,000 $50,000 $50,000 Save Our Homes Assessment Cap Reduction $432,476 $395,666 $263,786 Taxable Value 1 $243,8221 $237,779 $235,779 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Homestead I Exemption 1 $25,0001 $25,000 $25,000 Previous Sale Price OR Book-Page Qualification Description Note:Not all benefits are applicable to all Taxable Values(i.e.County,School 12/01/1980 $175,000 10998-1805 Sales which are qualifiedBoard,ICity,Regional). Short Legal Description MIAMI SHORES SEC 4 AMD PB 15-14 LOT 27&28 BLK 96 _ LOT SIZE 103.300 X 130 OR 11200-1706 0881 4 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: Miami Shores Village sell RIP" Building Department 10050 N.E.2nd Avenue ��ORiDp 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, FI 33138 Re: Owner's Name: � � Q f Property Address: —;,(�c.�in (� 1 rSL— Roofing Permit Number: Dear Building Official: certify that I am not required to retrofit the roof to wall connections of my building because: )kThe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad avalorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code(FBC) or with the provisions i of 1994 editio o he South Florida Building Code (1994 SFBC) Signature Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this_ day of �`�✓�� 7 Xas Notary Public State of Florida Notary Public, Sate of Florida at Large Katrina CornishMy commission GG 014825 Expires 07/24/2020i • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than$300,000. 0andthebulstructed with FBC nor a 1994 i SFBC.Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 1 A. ,5NI C-1932 o11Es Miami Shores Village p is ism Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 �LORiDA Tel: (305) 795.2204 Fax: (305) 756.8972 a AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE-BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2nd Ave Miami Shores, A 33138 c"l Re: Owner's Name: Property Address: s(5- C (Y«- Roofing Permit Number: I. Dear Building Official: certify that I have improved the roof to wall connections of the referenced property as required by the Manual of Hurricane Mitigation Retrofits for Existing Site-Built Single Family Residential Structures as by the Florida Building Commission by Rule 9B-3.047 F.A.C. 1 �l ignature Print Name State of Florida k 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 F day of 20 � ` Notary Public, Sate of Florida at Large rtirti+tirMr+.nr e� Notary Public State of Florida Katrina Cornish my q < Expires 0ommission GG 14825 es07l24/2020 FINAL'COMPLIANCE Revised on 5/21/2009 I 1 owk-y-r ez Trltvo,1 . COW) t . y Y Y 4 P� + Y� A1' V•s �'. r� �r � r Permit No. RF-12-17-2996 ,S�OcRns y Miami Shores VillageM Permit Type:Roof 10050 N.E.2nd Avenue Work Classification:Flat � T Miami Shores,FL 33138-0000 Per I t Permit Status:APPROVED Phone: (305)795-2204 OR1DP' Issue Date: 1/2312018 F7EXpiration: 07/22/2018 Project Address Parcel Number Applicant 565 GRAND Concourse 1132060171360 Miami Shores; FL 33138-2464 Block: Lot: MICHAEL FINKELSTEIN Owner Information Address Phone Cell MICHAEL FINKELSTEIN 565 GRAND CONCOURSE MIAMI FL 33138-2464 Contractor(s) Phone Cell Phone Valuation: $ 10,000.00 E-2 GENERAL 8 ROOFING cONTRACI (954)418-8640 Total Sq Feet: 800 Type of Work:Re Roof Available Inspections: Additional Info:FLAT RE-ROOF Inspection Type: Classification:Residential Tin Cap Scanning:3 Final Roof Roof in Progress Renailing Affidavit Review Roof Review Roof Review Roof Fees Due , Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 Invoice# RF-12-17-65974 CCF $6.00 12/22/2017 Check#:1860 $50.00 $731.25 DBPR Fee $3.75 DCA Fee $2.50 01/23/2018 Credit Card $731.25 $0.00 Education Surcharge $2.00 Bond#:3616 Permit Fee-New Roof $250.00 Scanning Fee $9.00 Technology Fee $8.00 Total: $781.25 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 forego' formation is accurate and that all work willbedone in compliance with all applicable laws regulating constructionand ning., uthermore,I a onz ove-named contractor to do the work stated. January 23, 2018 } Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy January 23,2018 1 m r ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 1525 1 HIGH-VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION 1 i Florida Building Code 5th Edition (2014) 1 High-Velocity Hurricane Zone Uniform Permit Application Form I 1 INSTRUCTION PAGE 1 - 1 COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW:, 1 Roof System Required Sections of the Attachments Required. 1 Permit Application Form See List Below t 1 Low Slope Application I A,B,C 1,2,3,4,5,6,7 1 Prescriptive BUR-RAS 150 A,B,C l 4,5,6,7 1 Asphaltic Shingles A,B,D 1,2,4,5,6,7 ? r 1 Concrete or Clay Tile A,B,D,E 1,2,3,4,5,6,7 1 Metal Roofs A,B,D 1,2,3,4,5,6,7 i I 1 Wood Shingles and,Shakes A,B,D 1 - 1,2,4,5,6,7 1 OtherAs Applicable 1,2,3,4,5,6,7 < 1 , 1 ATTACHMENTS REQUIRED: 1 1. Fire Directory Listing Page 1 1 2. From Product Approval: • • 1 Front Page • • 'Specific System Description ...•, ••••• • 1 Specific System Limitations .••:.• •••• General Limitations .••• • . •••••• =Applicable Detail Drawings •000* 1 3. Design Calculations per Chapter„16,or if applicable, RAS 127 or RAS 1, 8 •• • ••• `• 1 4. Other Component of Product Approval •••••• . .• • • •••••• 1 5. Municipal Permit Application •.•••• 1 6. Owners Notification for Roofing Considerations(Reroofing Only) •• • •• • :""; 1 ny Required Roof Testing/Calculation Documentation 06 1 1 , Miami Shores-Village 3 APPROVED BY DATE ZONING DEPT -�` BLDG DEPT 3 JA 2,8 2018 SUBJECT TO COMPLIANCE WITH ALL FEDERAL BY: STATE AND COUNTY RULES AND REGULATIONS r 1 FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) l a I I Copyright to,or licensed by,ICC(ALL RIGHTS RESERVED);accessed by Eliezer Palacio on Jun 8,2015 10:32:12 AM pursuant to License 11 l 1 Agreement.No further reproductions authorized. t i r ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) ! High-Velocity Hurricane Zone Uniform Permit Application Form. 1 1 Section A(General Information) ! 1 Master Permit No: Process No. 1 Contractor's Name �2 f„Fit/F_I17A( d/n (�9p(-j,�/(, iriV6Il/L 1 Job Address IANGS (,IQ8,/D CONCO(dq5f I ✓yl t/bµt S ffo12ES ! f 1 t ROOF CATEGORY 1 %I Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tiles 1 O Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes 1 ❑ Prescriptive BUR-RAS 150 1 ROOF TYPE 1 99 New roof ❑ -Repair ❑ Maintenance ❑ Reroofing ❑ Recovering 1 ROOF SYSTEM INFORMATION 1 ' Y Low Slope Roof Area(SF)AO 0 Steep Sloped Roof AREA(SSF) Total(SF) I�Q� i 1 1 i Section B (Roof Plan) ! Sketch Roof Plan: Illustrate all levels and sections, roof drains,scuppers,overflow scuppers and overflow drains. Include dimen- sions of sections and levels,clearly identify dimensions of elevated pressure zones and location of parapets.000 !00000 00*100 ; 1 •• • • • • ***too 00 ' eo • 1t! ! i 1 ! _ 1 ! 1 ! i FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) 15.37 t t 1 ( ! Copyright to,or licensed by,ICC(ALL RIGHTS RESERVED);accessed by Eliezer Palacio on Jun 8,2015 10:32:12 AM pursuant to License Agreenterit.No further reproductions authorized. T . 1 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition(2014) High-Velocity Hurricane Zone Uniform Permit Application Form, 1 . 1 . 1 Section C(Low Slope Application) Top Ply Fastener/Bontmg feria( 1 Fill in specific roof assembly components and identify -- 419Pff 1 manufacturer Surfacing: 1 (If a component is not used,identify as"NA") Fastener Spacing for Anchor/Base Sheet Attachment: 1 1 System Manufacturer: Cr�lti4t`�✓ rFFy1 Field:' oc @ Lap,#Rows 3 @ "oc i 1 Product Approval No.:--.I `7_05 D9 ® Perimeter: "oc @ Lap,#Rows 73@ 5 "oc 1 i 1 Design Wind Pressures, From RAS 128 or Calculations: Corner:�"oc @Lap,#Rows—1/ @-�_°oc 1 1 � Number of Fasteners Per Insulation Board: 1 P1: ••�- • 7 P2: - 0. o� P3: -�•� 1 Max.Design Pressure,fror�,1 the specific product Field Perimeter Corner 1 approval system: Illustrate Components Noted and Details as Applicablg: •• 1 1 Deck: Woodblocking,Gutter, Edge Termination,Stripping!FI2hieg, 1 1 Continuous Cleat,Cant Strip,Base Ffq*fhg: ounter�la ITing, I ••0 0 0 0 1 Type: d©o Coping, Etc. 9 9 00.090 0.0000 1 • Indicate: Mean Roof Height, Parapgt.Hai ht, HeigN of Base 9 9 0 0 0 0 1 Gauge/Thickness: T Flashing, Component Material, Material Thickness, Fastener 10000 9 / Type, Fastener Spacing or Submit,Manulaeturers C%aillthat 1 Slope:_ Comply ALL- Comply with RAS 111 and Chapter 1a.••' • I. - 999090 190000 1 Anchor/Base Sheet&No.of Ply(s): f rLY _11t1F }A gEr2 •••9.' 0 :09 100:000 1 1999999 0000. 1Anchor/Base Sheet FastenerlBond)ng Material: �t S AAdO • 1 �y ►2S /VA a P / din/ f c • 0000.. 0000.. 1 Insulation Base Layer: ��G� (- . � � • I •• ' 1 I Base Insulation Size and Thickness: �1X tf - ,1 � p �r1-2�t�= Parapet Height 1 1 Base Insul tion Fastener/Bpnding Material: 1 1 060 ASPdAtinC ltC 1 �,IYL 1 1 i Top Insulation Layer: -FT. 1 Top Insulation Size and Thickness: /it 114 Mean Roof1 1 Top Insulation Fastener/Bonding Material: Height 10 1 ry�r4 I Base Sheet(s)&No.of Ply(s):J-PLY U tuc.4+l{C✓t 1 1 I Base Sheet Fastener/Bonding Materi I: 12 C AIA ILS + � N Ply Sheet(s)&No.of Ply(s):�L Pt y P1 f3d 0(,,)i4( 1 1 I Ply Sheet Fastener/Bondin Material: 1 Rat to Top Ply:_ MCNIFfF1) (jM $ 1 . 1 1 15.38 FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) 1 1 t 1 I I Copyright to,or licensed by,ICC(ALL RIG14TS RESERVED);accessed by Eliczcr Palacio on]un 6,2015 10:32:12 AM pursuant to License Agreement.No further reproductions authorized. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition(2014) High-Velocity Hurricane Zone Uniform Permit Application Form 1 1 Section D(Steep Sloped Roof System) 1 1 Roof System Manufacturer: 1 Notice of Acceptance Number: 1 Minimum Design Wind Pressures, If Applicable(From RAS 127 or C ulations): 1 P1: P1: P1: 1 1 1 Deck Type: 1 1 Type Under yment: 1 Roof Slope: 1 , 12 1 In lation: L •••• Fire Barrier: •••••• �..•;• .• .. • L Ridge Ventilation? Fas ner Type&Spacing: •••. •••••• .... F AAA- • . Adhesive Type: • :0 •• "•• Type Cap Sheet: 0 Joe.:. •00 90000. •1 • Mean Ro Height: Roof Covering: F7 1 1 Type&Size Drip 1 Edge: 1 1 1 FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) 15.39 1 I 1 1 1 Copyright to,or licensed by,ICC(ALL RIGHTS RESERVED);accessed by Fliezer Palacio on Jun 8,2015 10:32:12 AM pursuant to License Agreement.No further reproductions authorized. 1' ' I { F(pRIDP 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. IJ C7 Renailing wood decks:When replacing roofing,the existing wood roof deck may have to e recoiled in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 4. ` Exposed Ceiling: Exposed,open beam ceilings are where the nnderiide of tfie roof decking- - - can be viewed from below. The owner may wish to maintain the architectural appearance; he,efo,e, ' roofing nail penetration of the underside of the decking may not be acceptable: i pis-provides the option of- " maintaining the appearance. }} 6. AF Overflow scuppers (wall-outlets): It is required that rainwaterfcws off so thwt thc,00f is r not overloaded from a buildup of water. Perimeter/edge wall or other roof extHh!,im—,,nay blockhis discha e f overflow scuppers(wall outlets)are not provided. It may be necessary to instal,oyenlrm scup ers' accordance with the requirements of Sections R4402, ane 10,4.413. - -- . - - Ow r/Agent's Signature Dat Contractor ign ure Date Property Address Permit Number E Revised on 7/9/2009 LD;07/01/2015; r { I v I i t ' 6 r t MIAMI- MIAMI-DADE COUNTY • - PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 a BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy CertainTeed Corporation 18,Moores Road Malvern, PA 19355 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). C 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,modWypQr suspend the use of such product or material within their jurisdiction. RER reserves the right ter a vo*ke this ameptance....... if it is determined by Miami-Dade County Product Control Section that this product or materiel flil:to mei JhC. .• requirements of the applicable building code. 0000:. 0000.. . • :0 0 0 0: This product is approved as described herein, and has been designed to comply with the Floridtr]4vhding t"It;•• • including the High Velocity Hurricane Zone of the Florida Building Code. 0.0••• ••. 09 0• 00 0 . 0 .0000 000000 00 0 000000 DESCRIPTION: CertainTeed Modified Bitumen Roofing Systems over Wood Decks. 0 • 0 •• . 0 0000:0 000000 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,�L0 , nate an 'following%o 0 statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. 0 000000 • 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 F shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#14-0224.03 and consists of pages I through 42. `The submitted documentation,was reviewed by Alex Tigera. NO - MIAMI•DA®UN7Y �� c., NOA N�.: I4 0529.02 • • Expiration Date: 06/19/18 Approval Date: 09/24/15 Page 1 of 42 f f CA 1 ROOFING SYSTEM APPROVAL Category: Roofing r Sub-Category: Modified Bitumen Material: APP/SBS Deck Type: Wood Maximum Design Pressure: -127.5 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description All Weather/Empire Base 39 3/8" x 65'l 0"; ASTM D 4601, Type Asphalt coated, fiberglass reinforced Sheet Roll weight: 70 lbs. II base sheet. (2 squares) UL Type G2 Flexiglas Base Sheet 39'/8" x 98'9"; Roll ASTM D 4601, Type Modified Bitumen coated fiberglass weight: 90 lbs. II base sheet. (3 squares) UL Type G2 "". Flintlastic Base 20 39'/8" x 49'6"; Roll ASTM D 6163, Modified Bitumen Coated.*flZ e ass • weight: 90 lbs. Grade S,Type I base sheet. �:*• ;• (1.5 squares) ••#*0 Flintglas Ply Sheet Type IV 39 3/8" x 164'7"; Roll ASTM D 2178, Type Fiberglass,aspAfit4pregnatea pi?sheet. •••' weight: 38 lbs. IV see* 000:00 "'• (5 squares) UL Type G1 • Flintglas Premium Ply Sheet 39'/8" x 1647"; Roll ASTM D 2178,Type Fiberglass,Isplfal:impregnal d ply •� Type VI weight: 40 lbs. ' V1 sheet. •...•. •••••• • • (5 squares) UL Type G1 •• • •• • Flintlastic STA 393/e" x 32' 10"; Roll ASTM D 6222, Smooth surfaced APP Aodifaed ' weight: 87 lbs. Grade S,Type I Bitumen membrane with non-woven (1 square) polyester mat reinforcement for torch application. Flintlastic GTA 39 3/8" x 32' 10"; Roll ASTM D 6222, Granule surfaced APP Modified - weight: 105 lbs. Grade G,Type I Bitumen membrane with non-woven (1 square) polyester mat reinforcement for torch application. 1Flintlastic GTA-FR 39 3/8" x 32'.10'; Roll ASTM D 6222, Granule surfaced APP Modified weight: 105 lbs. Grade G,Type I Bitumen membrane with non-woven (1 square) polyester mat reinforcement for torch -„ a application.. 1 Flintlastic GMS 39 3/8" x 32' 10"; Roll ASTM D 6164, Granule surfaced SBS Modified weight: 94 lbs. Grade G,Type I Bitumen membrane with non-woven (1 square) polyester mat reinforcement for mop application. f _ I I MIAMMDADE COUNTY NOA No.: 14-0529.02 "'• • Expiration Date: 06/19/18 Approval Date: 09/24/15 Page 2 of 42 r .. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description Flintlastic Premium GMS 39 3/8" x 32' 10"; Roll ASTM D 6164, Granule surfaced SBS Modified weight: 101 lbs. Grade G,Type II Bitumen membrane with non-woven (1 square). polyester mat reinforcement for mop 1. application. Flintlastic FR-P 39 3/A" x 32' 10"; Roll ASTM D 6164, Fire resistant, granule surfaced SBS weight: 101 lbs. Grade G, Type I Modified Bitumen Membrane with r (1 square) non-woven polyester mat reinforcement for mop application. Flintlastic Premium FR-P 39 3/8" x 32' 10"; Roll ASTM D 6164, Fire resistant, granule surfaced'SBS weight: 101 lbs. Grade G,Type II Modified Bitumen Membrane with '(I square) non-woven polyester mat reinforcement for mop application. Flintlastic FR Dual Cap 39 3/8" x 32' 10,';Roll, ASTM D 6162, Granule surfaced SBS modified weight: 103 lbs. Grade G, Type I bitumen membrang with a4ort,4pven § ...... (1 square) polyester/fiberglass.comppsite mat • reinforcemei""e in&184-mop '. ...... applications....... Flintlastic FR Cap 30 39 3/8" x 32' 10"; Roll ASTM D 6163, Fire resistanTl4rivTzle suPfkeaaSBS '••••: weight: 86 lbs. Grade G,Type I Modified Birtarnemmemb'rapp.ith 00000* :••• (1 square) fiberglass nM rCtnforcemevrfQr mop•"' applications":•: ••:' Flintlastic FR Cap 30 T 39-3/8"x 32' 10'; Roll ASTM D 6163, Granule surfaced SBS ja' difiad •'••:• weight: 100 lbs. Grade G, Type I Bitumen rn tcft4raoie withAbeiglass :....: (1 square) mat reinforcement for to*wO • ' application. Flintlastic Base 20 T 39-3/8"x 33'; Roll ASTM D 6163, Modified Bitumen,coated fiberglass Weight: 81 lbs. Grade S, Type I base sheet.for torch application. (1 square) Flintlastic FR Cap 30 CoolStar 39 3/8" x 32' 10"; Roll ASTM D 6163, Fire resistant,granule surfaced SBS weight: 88 lbs. Grade G,Type I Modified Bitumen membrane with (1 square) fiberglass mat reinforcement for mop applications. Covered with reflective CoolStar Coating. Flintlastic FR Cap 30 T 39 3/8"x 32' 10"; Roll ASTM D 6163, Fire resistant, granule surfaced SBS CoolStar weight: 102 lbs. Grade G,Type I Modified Bitumen membrane with .(1 square) fiberglass mat reinforcement for mop applications. Covered with reflective CoolStar Coating. Miar+tioeweeouNrir NOA No.: 14-0529.02 "'• • Expiration Date: 06/19/18 Approval Date: 09/24/15 Page 3 of 42 r TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description Flintlastic GTA CoolStar 39 3/s" x 32' 10"; Roll ASTM D 6222, Granule surfaced APP Modified weight: 106 lbs. Grade G, Type I Bitumen membrane with non-woven (1 square) polyester mat reinforcement for torch application. Covered with reflective CoolStar Coating. Flintlastic GTA-FR CoolStar 39 3/8"x 32' 10"; Roll ASTM D 6222, Granule surfaced APP Modified weight: 106 lbs. Grade G, Type I Bitumen membrane with non-woven (1 square) polyester mat reinforcement for torch application. Covered with reflective CoolStar Coating. Flintlastic GMS CoolStar 39 3/8" x 32' 10"; Roll ASTM D 6164, Granule surfaced SBS Modified weight: 97 lbs. Grade G,Type I Bitumen membrane with non-woven (1 square) polyester plat reinforcement%r mop application!.�avGred wjth..re.flective. ..... CoolStar Coati. :00000 Flintlastic Premium GMS 39 3/8" x 32' 10"; Roll ASTM D 6164, Granule surfaceTSBS Modified CoolStar weight:103 lbs. Grade G,Type II Bitumenme0*Y cane witt rowv*-woven 1 square) "••• ( q ) polyester r>�at,Wi;forcenLe4 for mog 0:... applicatior>•o tvered vAtb?e flective.... CoolStar q"p.m. • Flintlastic FR-P CoolStar 39 3/8" x 32' 10"; Roll ASTM D 6164, Fire resistant,granule s�rfaoed SBS weight: 103 lbs. Grade G,Type I Modified Bitu?n(:n Merrryrarle with;0••• (1 square) non-woven polyester mat. • reinforcement for mop application. Covered with reflective CoolStar Coating. Flintlastic Premium FR-P 39 3/8" x 32' 10"; Roll ASTM D 6164, Fire resistant, granule surfaced SBS CoolStar weight: 103 lbs. Grade G,Type II Modified Bitumen Membrane with (1 square) non-woven polyester mat reinforcement for mop application. Covered with reflective CoolStar Coating. Flintlastic Ultra Poly SMS 39 3/8" x 32' 10"; Roll ASTM D 6164, Smooth surfaced SBS Modified Base Sheet weight: 90 lbs. (1 Grade S, Type I Bitumen Membrane with non-woven squares) polyester mat reinforcement for mop applications. Glasbase Base Sheet 36"x 98' 9"; Roll ASTM D 4601, Type Asphalt coated, fiberglass base sheet. weight: 75 lbs. II, (3 squares) UL Type G2 CMIAMMADECOUNTY NOA No.: 14-0529.02 "'• ' Expiration Date: 06/19/18 Approval Date: 09/24/15 Page 4 of 42 4 P TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description Flintlastic Poly SMS Base 39'/8" x 64'3"; Roll ASTM D 4601, Modified Bitumen coated polyester Sheet weight: 90 lbs. Grade S,Type II base sheet. (2 squares) UL Type G2 Yosemite Venting Base Sheet 39'/8" x 32'10"; Roll ASTM D 3909 Mineral Surfaced fiberglass reinforced weight: 85 lbs. ASTM D 4897, Type buffer sheet. (1 square) II UL Type G3 Flintlastic APP Base T 39 3/8"x 65' 4"; Roll ASTM D 6509 Modified Bitumen coated fiberglass weight: 100 lbs. base sheet. (2 squares) Flintlastic Ultra Glass SA 39'/8"x 33'11"; Roll ASTM D 1970 Self-adhering, fiberglass reinforced, weight: 73 lbs. SBS modified bitumen base/ply sheet. (1 square) 1 699* Black DiamondTM Base Sheet 36" x 687"; Roll ASTM D 1970 Self-adheribg fllgrglass it-tnf Led •••••• weight: 78 lbs. modified bitumen base sli"% • (2 squares) •����� ' ...... .... . ..... APPROVED INSULATIONS: •••••• •••• ..:..' TABLE 2 Product Name Product Description Maeufacturer• ....:. (Witb*Curredt NOA) • F1intBoard ISO Polyisocyanurate foam insulation CertainTeed Cd**Orion • FliritBoardH ISO Polyisocyanurate foam insulation CertainTeed Corp. ACFoam-II Polyisocyanurate foam insulation Atlas Roofing Corp. F "High Density Wood Fiberboard Wood fiber insulation board Generic Terlite Insulation Perlite insulation board Generic DensDeck,DensDeck Prime Water resistant gypsum board Georgia Pacific Gypsum LLC H-Shield Polyisocyanurate foam insulation Hunter Panels LLC ENRGY 3 Polyisocyanurate foam insulation Johns Manville Corp. ENRGY 3 25 PSI Polyisocyanurate foam insulation Johns Manville Corp. Multi-Max FA-3 Polyisocyanurate foam insulation RMax Operating,LLC `SECUROCK Gypsum-Fiber Roof Board homogenous fiber reinforced USG Corp. MIAMFDADE COUNTY NOA No.: 14-0529.02 "'• ' Expiration Date: 06/19/18 Approval Daie: 09/24/15 Page 5 of 42 f APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 1. Trufast#12 DP Fastener Insulation,fastener for wood various Altenloh, Brinch&Co. U.S., and steel decks Inc. 2. Trufast 3"Metal Galvalume steel plate 3"round Altenloh, Brinch&Co. U.S., Insulation Plate Inc. 3. FlintFast#12 Coated, carbon steel screw various CertainTeed Corp. 4. FlintFast 3"Insulation Galvalume AZ50 steel plate 3"round CertainTeed Corp. Plate 5. FlintFast#14 Insulation fastener for wood various CertainTeed Corp. and steel decks 6. Simplex MAXX Cap Polymer fastner 1" long Simplex Nails,Inc. 7. OMG#12 Standard Insulation fastener for wood various OMG;Inc. Roofgrip and steel. 8. OMG 3"Galvanized Steel Galvalume stress plate 3"round 0MG„1"• Plates • 0000 0000.. 9. Trufast#14 HD Fastener Insulation fastener for wood various Alfttiloh,Brircb0&eCo. U.S., 0 and steel decks •••;0• Ittc. *00000 10. OMG Heavy Duty Insulation and membrane Various ..0000•••0 OMG, Irie0••••• fastener • 0000 . 0000. 11. OMG 3 in. Round Metal Galvalume AZ50 steel plate 3" round 0000.. OMGO jq�. 0• ••. Plates • .. .. .. 0000.. ° 12. AccutTrac Hextra Carbon steel fastener Various ;•• OMG,'Iac. 13. AccuTrac Plates Galvalume stress plate. 3”square OMG M, •0 00:0 14. AccuTrac Flat Bottom A2-SS aluminized steel plate 3"square OMEi IfIc, • Plates f MIAMFDADE COUNTY NOA No.:'14-0529.02 "'• • Expiration Date: 06/19/18 Approval Date: 09/24/15 Page 610f 42 APPROVED SURFACING/COATING OPTIONS: TABLE 4 Chosen components must be applied according to manufacturer's application instructions.Any coating,listed below,used as a surfacing, must be listed within a current NOA. System Number Manufacturer Application 1. Generic Gravel applied at 400 lbs/sq., adhered with flood coat of asphalt at 60 lbs/sq. r. . 2. Generic Slag applied at 300 lbs/sq., adhered with flood coat of asphalt at 60 t } lbs/sq. k 3. Karnak Corp. Karnak(#97 AF)Fibrated Aluminum Roof Coating applied at an application rate of 1.5 gal/sq. 4. CertainTeed Corp. F1intCoat A-150 applied at an application rate of 1.5 gal/sq. 5. Gardner Asphalt Corp. APOC#212 Fibered Aluminum Roof Coating applied at an application fate of 1.5 gal/sq. 1 0000 6. Gardner Asphalt Corp. APOC#400 Sunbrite applied at an application ate of 4 g1.7sq. .••••• 0000.. • 0000.. 0000.. 0000.. • 0000 0000.. 0000 . • 0000. • 0 0000 0000. 00 0 00000. 00000 � s •0000• • •• 0 0 • 0 • • • ! • 0•0000 • 0000• • •• • 0 •• •00000• • • 0 • • 0 i f 4 MIAMMAOE couNTY NOA No.: 14-0529.02 Expiration Date: 06/19/18 Approval Date: 09/24/15 Page 7 of 42 F Membrane Type: SBS Modified Deck Type 1I: Wood, Insulated Deck Description: Minimum 19/32"thick plywood attached using approved nails spaced 4" o.c. at wood joists spaced maximum 24"o. c. System Type A(4): Anchor sheet mechanically fastened; all layer of insulation adhered with approved asphalt. All General and System Limitations apply. Anchor Sheet: One ply of All Weather/Empire Base Sheet,Yosemite Venting Base Sheet,Flexiglas Base Sheet, Flintlastic Poly SMS Base Sheet,Flintlastic Ultra Poly SMS Base Sheet, Glasbase Base Sheet or Flintglas Premium Ply Sheet Type VI mechanically attached as detailed below. Fastening: Anchor sheet shall be lapped 4" and fastened with 11 ga. annular ring shank nails and approved tin caps 8"o.c. in the lap and three rows staggered in the center of the sheet 8"o.c. One or more layers of any of the following insulations. 4444 Insulation Laver Insulation Fastebers'. �!Fltstener •••••• Table 3 •' t /ftl •, 000000 0 0000.. ACFoam-II,ENRGY 3,ENRGY 3 25 PSI,FlintBoard ISO,H-Shield,F1intBoardH ISO•••:.. , Minimum 1.5" thick N/A 000000 •• /A :•• -o 00004 00400 •444 Approved Perlite Insulation 4 44444, •444• Minimum'/4"thick 4•N/A ,4 4„4 9/A *00::* , . 4 0 0 0000 00 Approved High Density Wood Fiberboard :a**** Minimum '/2”thick N/A •4•• • 0000 ••••N/A :••0•: DensDeck,DensDeck Prime Minimum 1/"thick N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs./100 ft'. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. Base Sheet: One 1 of All Weather mpire Base Sheet, Flintlastic Ultra Poly SMS Base Sheet, Glasbase ase Sheet, Flexiglas Base Sheet, Flintlastic Base 20, Flintlastic Poly SMS Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq MIAMI•DADE COUNTY NOA No.: 14-0529.02 • • Expiration Date: 06/19/18 Approval Date: 09/24/15 Page 15 of 42 I Ply Sheet: One ply of All Weather/Empire Base Sheet,Glasbase Base Sheet,Flexiglas Base Sheet, (Optional) Flintlastic Base 20, Flintlastic Poly SMS Base Sheet, Flintlastic Ultra Poly SMS Base Sheet or, one or more plies of Flintglas Ply Sheet Type IV or Flintglas Premium Ply Sheet Type VI adhered in a full mopping of approved'asphalt applied within the EVT range and at a rate of 20- 40 lbs./sq. or one ply of Black Diamond Base Sheet or Flintlastic Ultra Glass SA self-adhered or Flintlastic Ultra Poly SMS Base Sheet torch applied. ` Membrane: Premium�� �Iintlastic lintlastic GMS CoolStar,Flintlastic Premium GMS,Flintlastic FR Dual Cap,Flintlastic FR-P,Flintlastic FR-P CoolStar, Flintlastic Premium FR-P,Flintlastic Premium FR-P CoolStar,Flintlastic FR Cap 30, Flintlastic C FR Cap 30 CoolStar adhered to base/ply sheet with approved mopping asphalt applied within ' the EVT range and at a rate of 20 to 40 lbs./sq. or Flintlastic FR Cap 30 T or Flintlastic FR Cap 30 T CoolStar torch adhered to base/ply sheet. Surfacing: Any of the approved surfacing/coating options listed in Table 4. (Optional) Maximum Design -60 psf. (See General Limitation#7) Gee'••• Pressure: •• •. • • • •• .• .. . ..•... 0000•. • 0 • • • 0000.0 •0000• • 0 0 ••000• 00 0 0. 0 . 0 • • E F MIAMFDADE COUNTY NOA No.: 14-0529.02 ' • Expiration Date: 06/19/18 Approval Date: 09/24/15 Page 16 of 42 WOOD DECK SYSTEM LIMITATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. 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 T 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. 0000 Note: Spot attached systems shall be limited to a maximum design pressure of-4Ssf'. 00.00' ••••.. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force f:" value 42,Wk:1b£, as •0 tested in compliance with Testing Application Standard TAS 105. If the fastener valu�,,�.*Ijld-tested, are below 275 lbf. insulation attachment shall not be acceptable. X00• 0 :0000; 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachmor�tisbased;dtf'�ti'iinimqry0.0• fastener resistance value in conjunction with the maximum design value listed within 2tsIIeoific system*Should,.:0,0 the fastener resistance be less than that required, as determined by the Building Official'a"vised?^ neer spaci V o o• prepared, signed and sealed by a Florida registered Professional Engineer, Registered Vrcbitict, or Registered •0 Roof Consultant maybe submitted. Said revised fastener spacing shall utilize the witlldra wa01 resishr'boo:value taken from Testing Application Standards TAS 105 and calculations in compliance withJRo4fing ApQlijation x••00: Standard RAS 117. 0 . 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#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 MIAMNDADEC-TY NOA No.: 14-0529.02 ����� �� '"'• ' Expiration Date: 06/19/18 Approval Date: 09/24/15 Page 42 of 42 AC62 ENGINEERING INC Testing and Engineering Services Certificate of Authorization -C.A.#8131 16821 SW 1 Street, Pembroke Pines, FL 33027 Engineering Calculations FLORIDA BUILDING CODE 2017 CALCULATIONS FOR ANCHOR OR BASE SHEET ATTACHMENT BASED ON ROOFING APPLICATION STANDARD (RAS) No. 117 (New Construction/Reroof Applications) PROJECT NAME: E-Z General 1-'' This calculations is for a Flat Section of a property located at: JAN X018 565 Grand Concourse, Miami Shores 13y, Given by : E-Z General Flat Roof Section Area is : 16 Squares Building with a roof mean height less than 10 feet Base Sheet Lap 4 Inches SLOPE( Equal or Lower) -Wind Uplift Pressures from Permit Application: 1/2" in 12" Field Area -60 psf Perimeter Area -60 psf Corner Area -60 psf .• . . .... ...... Wind Uplift Pressures from RAS No. 128 (See FBC) EXPOSURE D: • Field Area -51.4 psf """ •••• P Wind Speed 175 mph .�•;•• Perimeter Area -86.2 psf ' • Corner Area -129.7 psf •••••• ...... .... ..... .. .. ... . ...... FASTENERS BY NOA - NOA# 14-0529.02 Page 15& 16 of 42 ••• •• Ring Shank Nails and Tin Caps Base Sheet Fasteners at a fastener •�• • spacing of 8"o.c. at the 4" lap staggered and 8"o.c: in three rows in the center of*sheet ••': Maximum Design Pressure by NOA: -60sf ' p .. . P Antonio Acevedo P.E. Fla. Reg. No: 36466 Page 1 of 3 J AC62 ENGINEERING INC. Testing and Engineering Services CALCULATIONS FOR BASE SHEET Given: Width of Sheet is: 36 inches (Information by Roofer) Side Lap Width is: 4 Inches (Information by Roofer) A.CALCULATE WIDTH OF SHEET FOR ONE NET SQUARE(100 ft2) 1.Net Width of Sheet(ft): Net Width(ft)_(Sheet Width)-(Side Lap Width)/12 Net Width(ft)= 2.666667 ft OR 32 inches 2.Net Length to Make One Square(100 Square Feet) Net Length=000 ft2)/Net Width Net Length= 37.5 feet B.DETERMINE THE NUMBER OF FASTENERS PER SQUARE ...... ...... General Equation • ...... . ...... (1 Fastener/A)x(12 in./ft)x((B/row)x(C/square)= D ��•"' • Where •••• ..... A=Specified Fastener spacing LAP •' ""' 8Inches ••�..• '..' A2=Specified Fastener spacing (FIELD/ROW) 8 Inches .' B=Net Length(in feet)to make one square 37.5 feet • . . . . ...... C=number of rows having spacing A(LAP) 1 Rows .'. • C2=number of rows having spacing A2 (FIELD/ROW) 3 Rows :*Soo:*•o• D=number of fasteners per square •: SIDE LAP ROW: 56.25 "=D" Fasteners/Square CENTER ROW: 168.75 "=D" Fasteners/Square Total Number of Fasteners per Square(every 100 ft2)= 225 TOTAL SQUARE FEET PER FASTENER 0.444444 Square Feet per Fastener Page 2 of 3 I AC132 ENGINEERING INC Testing and Engineering Services DETERMINE THE FASTENER VALUE Given: Calculated Square Feet per Fastener= 0.444444 ft2/Fastener Maximum Design Pressure From NOA 60 psf GENERAL EQUATION Fy=Fastener Value Fy=(max design pressure)x(square feet per fasteners) Fy= 26.66664 Ibf DETERMINE ANCHOR/BASE SHEET SPACING TO MEET PRESSURE GENERAL EQUATION FS=(Fy x 144)/(P x RS) FS= fastener spacing(inches) Fy= fastener value(Ibf) P= max design pressure(psf) RS= row spacing(inches) Note: Row spacing(RS)is the Net Width of Sheet divided by number of rows The Net Wdth is the width of base sheet less the side lap distance • Total Number of rows from NOA= ' ' •••• •••••• 4 Fastener Rows • • • . From Previous Calculations: •••••• • ...... The net width is 32 inches """ • • ...... Therefore Row Spacing= 8 inches "" • • • • .... . ..... Wind Uplift Pressures from RAS 128:Exposure D "•••• •••• ••:..• Field Area ' • • • 51.4 psf Wind Speed 170 mph " " •• • •••••• Perimeter Area 86.2 psf •••••. . .' Comer Area ' ' • • 129.7 psf • • . . ...... CONCLUSIONS/RECOMMENDATIONS • •'•••• A.FASTENER SPACING FOR PERIMETER AREA FS= 5.56844 inches USE MAXIMUM 51NCHES SPACING(Fractions are rounded down per 2017 FBC) Minimum 4 Feet Wide Perimeter Width-Use 5"o.c.with 3 rows in Center of Sheet and 1 row in Lap B.FASTENER SPACING FOR CORNER AREA FS= 3.700844 inches USE MAXIMUM 41NCHES SPACING(Min.of 4"Based on Section 8.1 of RAS 117 of 2017 FBC) Minimum 4 Feet by 4 Feet Area for Comer-Use 4"o.c.with 4 rows in Center of Sheet and 1 row in Lap C.FASTENER SPACING FOR FIELD AREA i FS= 9.338512 USE MAXIMUM 8"LAP AND 8"FIELD SPACING(Based on Product Approval) Use 8"O.C.with 3 rows in center of sheet and 8"o.c.with 1 row Side Lap Page 3 of 3 t TGFU.R11656 - Roofing Systems Page 19 of 21 Insulation(Optional):—Polylsocyan u rate,2-in.minimum,glass fiber 1-in. minimum. Base Sheet: —One or more layers Type G2"Glasbase", mechanically fastened. { Membrane:—One layer"GTA/FR"(modified bitumen),torch applied. 19.Deck:C-15/32 Incline: 1/2 Base Sheet:—One or more layers Type G2, mechanically fastened. Membrane:—One or more layers"GTA"(modified bitimen), heat applied. 20. Deck:C-15/32 Incline: 1/2 " i Base Sheet:—One or more layers Type G2"Glass Base", mechanically fastened. Membrane:—One layer"Flintlastic GMS", hot mopped or"Flintlastic GTS"(modified bitumen), heat fused. 21.Deck:C-15/32 Incline: 1/2 : Insulation(Optional):—Any thickness,one or more layers UL Classified perlite,glass fiber, polyisocyanu rate, Barrier Board:—Minimum 1/4-in.thick Geogia-Pacific Gypsum LLC Corp. "DensDeckp Roofboard"with all joints staggered a minimum of 6-in.from the plywood butt joints: Base Sheet(Optional):—One or more layers"Flex-I-Glas", mechanically fastened. Ply Sheet:—One or more layers"Flintlastic Ultra Poly SMS",heat fused. Membrane:—One layer"Flintlastic GTS",heat fused. 22. Deck:NC Incline: 1/2 Ply sheet:—"Flintlastic Ultra Glass SA" Membrane:—"FR-P membrane",fully adhered with"FlintBond Brush Grade"or Karnak Corp. "81 Brush"adhesive at 1-1/2-gal./100-ft2. 23.Deck:NC Incline: 1/2 Ply Sheet:—"Flintlastic Ultra Glass SA" • ••••• •••••• Membrane:—"FR-P membrane hot mopped. • • • •0 24. Deck:C-15/32 Incline: 1 000V* • ***ego Base Sheet:—One layer Type G2 or"Flexigias",mechanically fastened. • • 1 Surfacing:—"Flintlastic Cap 30",hot mopped. • • • • • 25.Deck:NC Incline: 1/4 •••••• • • ""'• s• •• •• •• •••••• Base Sheet: —"Flintlastic APP Base T",mechanically fastened or torched •• Ply Sheet(Optional): —"Flintlastic APP Base T",torched '•"" • Cap Sheet:—"Flintlastic GTA",torched : • : • • " "� 26. Deck:NC • • • Incline: 1/2 • • • •{ '••••� go 0 Barrier Board:—Minimum 1/4-in.thick United States Gypsum Co."SECUROCK@ Gypsum-Fiber Roof Board"(Type FRX-GT,- mechanically fastened. Ply Sheet:—"Flintlastic STA"or"Flintlastic APP Base T",heat fused. Cap Sheet:—"Flintlastic GTA", heat fused. 27. Deck: NC Incline: 1-1/2 Insulation:—Polyisocyan u rate,glass fiber, perlite,wood fiber, mechanically fastened or adhered with hot roofing asphalt,any thickness. Base Sheet: —'Black Diamond Base Sheet",self-adhered. Ply Sheet:—"Flintlastic STA"or"Flintlastic APP Base T", heat fused. Cap Sheet:—"Flintlastic GTA-FR",heat fused. Class C-Fully Adhered 1.Deck:,C-15/32 ,,,,�,r,�,•* Incline:.1/2 d ; �'► Insulation(Optional): — Polyisocyanu rate,perlite,wood fiber or glass fiber,mechanically fastened or hot mopped'in place. % Base Sheet: —One or more layers Type G2 or"Flex-I-glas",mechanically fastened or hot mopped in place. Ply Sheet(Optional): —One or more.layers Type G1,Type G2,"Flex-I-Gias"or"Poly SMS Base Sheet", hot mopped in,place. Membrane:.— GMS","GTA", "GTA Black Diamond"or"GTA White Diamond",heat fused. i 2.Deck:C-15/32 Incline: Unlimited Impact:4 Insulation(Optional): —Wood fiber,glass fiber or perlite,any thickness. Base Sheet:—One layer"Flintlastic SA Nailbase",mechanically fastened. Cap Sheet:—One layer"Flintlastic SA P-Cap FR",self-adhered. 3.Deck:C-15/32 Incline: 2 Impact:4 Insulation(6ptional):—Polyisocyanu rate,wood fiber,glasss fiber or perlite,any thickness. i Base Sheet:—One layer"Flintlastic SA Nailbase", mechanically fastened. Mid-Ply(Optional):—One layer"Flintlastic SA Mid-ply"or"Flintlastic SA Plybase",self-adhered. , Cap Sheet:—One layer"Flintlastic SA P-Cap FR",self-adhered. 4. Deck:C-15/32 Incline: Unlimited Impact:4 t I http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=T... 2/28/2011 Date. CERTIFICATE OF LIABILITY INSURANCE 1/8/2018 Producer: Plymouth Insurance Agency This Certificate is issued as a matter of information only and confers no 2739 U.S. Highway 19 N. rights upon the Certificate Holder. This Certificate does not amend,extend Holiday, FL 34691 or alter the coverage afforded by the policies below. (727)938-5562 Insurers Affording Coverage NAIC# Insured: South East Personnel Leasing, Inc. &Subsidiaries Insurer A: Lion Insurance Company 11075 2739 U.S. Highway 19 N. Insurer B: Holiday, FL 34691 Insurer C: Insurer D: Insurer E: Coverages 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. Aggregate limits shown may have been reduced by paid claims. INSR ADDL Type of Insurance Policy Number Policy Effective Policy Expiration Limits LTR INSRD yP y Date Date (MM/DD/YY) (MM/DD/YY) GENERAL LIABILITY Each Occurrence Commercial General Liability Damage to rented premises(EA Claims Made ❑ Occur occurrence) Med Exp eneral aggregate limit applies per: Personal Adv Injury Policy ❑Project ❑ LOC General Aggregate Products-Comp/Op Agg AUTOMOBILE LIABILITY Combined Single Limit Any Auto (EA Accident) $ All Owned Autos Bodily Injury Scheduled Autos (Per Person) S ° Hired Autos Bodily Injury Non-Owned Autos (Per Accident) I Property Damage (Per Accident) EXCESS/UMBRELLA LIABILITY Each Occurrence Occur ❑Claims Made Aggregate Deductible A Workers Compensation and WC 71949 01/01/2018 01/01/2019 X WC Statu- OTH- Employers'Liability tory Limits ER e ` Any proprietor/partn_ef/executive officer/member E.L.Each Accident $1,000,000 excluded? NO E.L.Disease-Ea Employee $1,000,000 If Yes,describe under special provisions below. E.L.Disease-Policy Limits sl,000,o6o Other Lion Insurance Company is A.M.Best Company rated A(Excellent). AMB#12616 D.,criPaon, .f Op. t1on./L...tion,/Vehioi.,/Exci­ion, added by Endor,em,,t/Sp—iai Pr.,,i,I.,,,. Client ID: 92-67-619 Coverage only applies to active employee(s)of South East Personnel Leasing,Inc.&Subsidiaries that are leased to the following"Client Company": E-Z General&Roofing Contractors Inc. Coverage only applies to injuries incurred by South East Personnel Leasing,Inc.&Subsidiaries active employee(s),while working in:FL. Coverage does not apply to statutory employee(s)or independent contractor(s)of the Client Company or any other entity. A list of the active employee(s)leased to the Client Company can be obtained by faxing a request to(727)937-2138 or by calling(727)938-5562. Project Name: ISSUE 01-08-18(BP) Begin Date:6/5/2017 CERTIFICATE HOLDER CANCELLATION VILLAGE OF MIAMI SHORES Should any of the above described policies be cancelled before the expiration date thereof,the issuing insurer will endeavor to mail 30 days written notice to the certificate holder named to the left,but failure to BUILDING DEPARTMENT do so shall impose no obligation or liability of any kind upon the insurer,its agents or representatives. 10050 NE 2ND AVENUE MIAMI SHORES, FL 33138