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RF-18-458
� p r t F fi 4 ° Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shares,FL Phone:(305)79r.2204-Fax: ( 06)7';56-8972 Inspection Number: IN P-297846 Permit'Number: RF-2-18-458 Scheduled Inspection Date: March 16,2018 permit Type: Roof inspector:Alvarez,Manny Angel Inspection Type: Final Roof Owner: ZEICHNER,.ADAM Work Classification: Flat Job Address:833 NE 96 Street Miami Shores, FL 331138 Phone Number Parcel Number 1132080340120 Project <NONE> Contractor: SUNCOAST BUILDERS&ROOFERS Phone:(305)436-9294 Building Department Comments RF-ROOF FLAT ROOFin s tir Passed Comments R9PEMR C6MAAENTS False ,h Inspector Comments Passed ! Failed i Correction Needed Re-Inspection Fee F re-frs g9. r h M Mamh 1 r,2018 For Inspections please call:.(305)762»+1949 Page 17 of 34 Permit NO: F- 48- 58 swO1 s L,� Miami Shores Village Permit Type:Roof tri 10050 N.E.2nd Avenue NE1*t Miami Shores,FL 33138-0000 Per Work Classification:Flit' Pettilit Status:APPROVED >F ` Phone: (305)795-2204 F�OR'IDA h Iseue'Date:X712418 IF Expiration: 08/26/2018 Project Address Parcel Number Applicant 833 NE 99 Street 1132060340120 ADAM ZEICHNER Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell ADAM ZEICHNER 833 NE 99 ST MIAMI SHORES FL 33138-2566 Contractor(s) Phone Cell Phone Valuation: $ 4,500.00 SUNCOAST BUILDERS&ROOFERS (305)436-9294 (786)541-6819 .._,__ ... .., .µ, . ,- - Total Sq Feet: 462 Type of Work:Re Roof Available Inspections: Additional Info:RE-ROOF FLAT Inspection Type: Classification:Residential Tin Cap Scanning:4 Final Roof Roof in Progress Renailing Affidavit Review Roof Review Roof i Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 Invoice# RF-2-18-66535 CCF $3.00 02/22/2018 Cash $50.00 $726.25 DBPR Fee $3.75 DCA Fee $2.50 02/27/2018 Cash $726.25 $0.00 Education Surcharge $1.00 Bond#:3674 Permit Fee-New Roof $250.00 Scanning Fee $12.00 Technology Fee $4.00 Total: $776.25 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 fo egoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructs n o her a the above-named contractor to do the work stated. r - February 27, 2018 t orized gnat e:Own r / Applicant / Contractor / Agent Date Building Department Copy February 27, 2018 1 � � iS d7 , J � li /LFS �3 os) 3 os t Miami Shores Village CE D Building Department FEB 22 zoos BY: 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 I INSPECTION LINE PHONE NUMBER:(305)762-4949 6 4-`'� FBC 2011 BUILDING Master Permit No. 2r= I S PERMIT APPLICATION Sub Permit No. T❑BUILDING ❑ ELECTRIC ROOFING [:] REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS g3� E , . Fq .JOB ADDRESS: (V _5_lree City: Miami Shores County: Miami Dade Zip: 13 Folio/Parcel#: I I 2 046 —gip 3q —(ol ? ,Q Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): ��G�M e/CX -I e�' Phone#: Address: a 3� -�� StI-e"4 City: e"u" S ©res State: L Zip: 3f77 Tenant/Lessee Name: Phone#: 3S Email: Asea Yt �e l C1�✓LGA i' L� rnQi . l=bYh o CONTRACTOR:Company Name: t-111 CO QS, �.f=s3oS +/� Zdnr � 8i ` Address: 651 S t tl Z I 5-1— City: A4 'I CG"1M 0 r' /� State: �� Zip: 33 o Z 3 Qualifier Name: L-V is OL c S c-_ J �pn G`S Phone#: 3 O.5 3 DS a State Certification or Registration#: CCC t 3 Z ( 4/6 v Certificate of Competency#: DESIGNER:Architect/Engineer: / x} Phone#: ^, N / _ Address: ,f U Z City: State: Zip: Value of Work for this Permit:$ 14.5 4 2) Square/Linear rFFootage of Work: 14 Z Type of Work: El Addition El Alteration ❑ New L� Repair/Replace F-1Demolition Description of Work: aP a V F LCL-T- R'on^. Specify color of color thru tile: Submittal Fee$ Permit Fee$ ZSO' CCF$ CO/CC$ Scanning Fee$ Radon Fee$ 1.50 DBPR$ 3- �� Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ zn,-)j' TOTAL FEE NOW DUE$ 22 leo - Z� (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) / Mortgage Lender's Address ��II AJ ( P City 41 ) State �J1� 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$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. ALI= Signature ��'`�m�` —L-C'ti Signature OWVR or AGENT CO RACTO The foregoing instrument was acknowledged before me this The foregoing instrument acknowledged before' me this h—' day of �1� 20 Ig ,by Z da of 20./d by A� K 7-SYCH OE R, . ho is personally known to who is!eally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: Print: Seal: '�PP�°�e' DARIO POLANCO ""•:b9,';. DARIO POLANCO •' •. Seal: :•:. s MY COMMISSION#GG 102973 MY COMMISSION#GG 102973 EXPIRES:May 9,2021 EXPIRES:May 9,2021 8ondod Thiu ntary Public •:o" :rn .i 1 tc: tdni,,r. ..l,lir,Undorwritore Undorwdlore *************** *** ******** **** *** *************************************************************** L7/ APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) i c Miami Shores Village sellnn." Building Department MR148 VI-0-4 10050 N.E.2nd Avenue lORIDp' Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: ©Z !2 20 1$ 10050 NE 2^d Ave -- Miami Shores, A 33138 Re: Owner's Name: .elan ;?ckAner Property Address:_9EK Q-E. q9& Siree NjIapvfi :Qofek�-� FL 3t383 Roofing Permit Number: Dear Building Official: IAdak% �tc4nel certify that I am not required to retrofit the roof to wall connections of my building because: iu The just valuation for the structure for purpose of ad valorem taxation is less than$300,000.00. Please attach proof of ad valorem taxation. 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) "Y71 �l e� 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 /2— day of —__.— %A�•• DARIO POLANGO ' MY COMMISSION 1t Gk:102973 Notary Public, Sate of Florida at Lar a '-4`+ EXPIRES: Pu 9,z�tzt g 1.c.1�' '':� BondodThruNotaryfuDtir,lhu;rsknilurs 1 • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than$300,000,00,and the budding was not constructed with FBC nor a 1994 SFBC.Then you must provide a budding application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/2112009 Property Search Application - Miami-Dade County Page 1 of 1 OF'Flct UF I HE PROPERTY AP"P"RAISER z` Summary Report Generated On:2/22/2018 Property Information , » a Folio: 11-3206-034-0120 c P.y 91�t1! 833 NE 99 ST Property Address: >' Miami Shores,FL 33138-2566 .•gig Owner ADAM ZEICHNER&W TERESA J *` Mailing Address 833 NE 99 ST , MIAMI SHORES,FL 33138-2566 / PA Primary Zone 1100 SGL FAMILY-2301-2500 SQ e r 0101 RESIDENTIAL-SINGLE Primary Land Use FAMILY: 1 UNIT Beds/Baths/Half 2/2/0 Floors 1 Living Units 1 Actual Area 2,203 Sq.Ft Living Area 1,615 Sq.Ft Adjusted Area 1,951 Sq.Ft Taxable Value Information Lot Size 8,850 Sq.Ft 2017 2016 2015 Year Built 1953 County Assessment Information Exemption Value $50,000 $50,000 $50,000 Year 2017 2016 2015 Taxable Value $105,459 $102,262 $101,204 Land Value $265,791 $229,776 $212,488 School Board Building Value $135,790 $135,790 $135,790 Exemption Value $25,000 $25,000 $25,000 XF Value $21,936 $22,120 $17,014 Taxable Value $130,459 $127,262 $126,204 city Market Value $423,517 $387,686 $365,292 .As Value $155,459 $152,262 $151,204 Exemption Value $50,000 $50,000 $50,000 Taxable Value $105,459 $102,262 $101,204 Benefits Information Regional Benefit Type 2017 2016 2015 Exemption Value $50,000 $50,000 $50,000 Save Our Homes Assessment Taxable Value $105,459 $102,262 $101,204 Cap Reduction $268,058 $235,424 $214,088 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Previous Sale Price OR Book-Page Qualification Description Homestead Exemption $25,000 $25,000 $25,000 09/01/1993 $121,500 16084-3930 Sales which are qualified Note:Not all benefits are applicable to all Taxable Values(i.e.County, 08/01/1981 $90,000 11185-1757 Sales which are qualified School Board,City,Regional). Short Legal Description MIAMI SHORES SEC 8 PB 14-33 E1/2 OF LOT 16&LOT BLK 169 17 LOT SIZE IRREGULAR OR 16084-3930 0993 1 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at hfp:/twww.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 2/22/2018 S gY 7 OOF ASSEMBLI S AND R IFroO 1.,p,�,agtllG P`�FEOEpPa F/od a Building 5th tio, 01 NGEW\� � SONS 1 city Hurricane 2 i lication Form. 1 G G1�� 0A)N�FtiIS\ES�� 1 G Section A General Info atio 1 Master Permit No. Process No. 1 Contractor's Name'V r1 co'ns�' E U)1dars Rtpp FSS 1 Q �^ Job Address S N Ce 1 ROOF CATEGORY •••• 1 Low Slope ❑ Mechanically Fastened Tile ❑ Morta;4gfie$fve Set.Tjles. .' ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood*_4t*Wes/Shak;s ••• *00010 , ❑ Prescriptive BUR-RAS 150 0:0966 ' ;...i; ROOF TYPE ' • • • ❑ New roof ❑ Repair ❑ Maintenance Reroofing ";'•a Redio'reriAg ROOF SYSTEM INFORMATION •• •• Low Slope Roof Area(SF) Z Steep Sloped Roof AREA(SSF) �2 Total(SF):W t;2 S • ••••4• ..... Section B (Roof Plan) 1 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. 1 , 1 t 1 1 1 1 1 i � 1 1 1 1 1 1 1 1 1 1 1 � 1 1 FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) 15.37 Copyright to,or licensed by.[CC(ALL RIGHTS RESERVED);accessed by Eliezer Palacio on Jun 8.2015 10:32:12 AM pursuant to License Agreement.No further reproductions authorized. Florida Building Code 5th Edition (2014) High Velocity Hurricane Zone Uniform Permit Application Form fi Section C (Low Sloped Roof System) , Fill in Specific Roof Assembly Components Fastener Spacing for Anchor/Base Sheet and Identify Manufacturer Attachment (If a component is not us0,40C entify as`NA") Field:�' (�Lap,#Rows �+ 'oc System Manufac Perimeter. "oc @ Lap,#Row @ 'oc NOA No.: � � Comer. oc c@ Lap,#Rows Y @ Design Win Pr Isures,From RAS 128 or Calculation Pmax1: Pmax2: �� Pmax3�o� Number of F;jot Per Insulation Board 0000 Max Design Pressure,From the Specific NOA �j� ; ', •••• •• ••• System: Field Cemer •• 0000. . .. .. ... Deck Illustrate CoaNcked and Type: Details as A able: •••• •• :� Gauge/Thickn : AO �� AV Woodblocking, Gutter, Edge•*Terminatiea, 96 •• / Stripping, Flashing, Continneea•Cleatr*Cant .. .. SloZ Strip, Base Flashing, Ceunlerr- Flsashiag,0 .. ... 9 7., 5 //l7NL?d�!/�Gr/��Coping, Etc. 0 0.0 0 0 Awes . !,r Anchor ase heat No.of Ply(s): Indicate: Mean Roof Height, Palapet Weight, Height of Base Flashing, Component Mhtdrldl! 0 An hjr ase Sheet st /Bondi Mat I: Material Thickness, FasterSQ�OTe, FastBnBr ;0 ••; 1/0 SSpacing or Submit Manufacturers DetaNs 0th$r Insulation Base Laye. Comply withRAS111 Quid Chapter 16. Base Insulation Size a i ess: \ � a Base Insulation F tener/Bonding Mat 'al: off' �,1d i Top Insulation Layer. � Top Insulation Size and Thickness: LA Parapet Top Insulation Fastener/Bonding Material: �— Height Cie— Base Sheet(s)&No.of Ply(s): — FT. Base Sheet Fastener/Bonding terra fro .,,I Mean Ply Sheet(s).$No.of Ply(s): RoofHeight 0/ Pty Sheet Fastener/Bo``ndd- Material: 4: ing Materialr / Top4ExV A60/ iQ Top PlyF e/B " ' M .eri Surfacing: 123_01-48 8/15 PAGE 3 r d MIAMI-PE DiADE { MIAMI-DADE COUNTY °' '�` PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy 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 �0 0 0 0 Authority Having Jurisdiction(AHJ). . . ..0. 000000 . . 0 This NOA shall not be valid after the expiration date stated below.The Miami-Dade Countx�roduc;o 0 0 0 Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Da0�gun 0 •• 0....0 reserve the right to have this product or material tested for quality assurance purposes. If i4is produrt0or :••••: material fails to perform in the accepted manner,the manufacturer will incur the exper3s"Souch teVi>?g 0 0 0 0 f. and the AHJ may immediately revoke, modify,or suspend the use of such product or raate:iel within 0 0 0 0:0 their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined4rry0ly omi-Dade•• 0 0 0.... County Product Control Section that this product or material fails to meet the requirenrMt bf the 0 • applicable building code. 0 0 0 0 •000.0 0 0 . 0000.. . • This product is approved as described herein,and has been designed to comply with tllesifor;da Building. 0••••0 Code including the High Velocity Hurricane Zone of the Florida Building Code. - 0 0 DESCRIPTION: GAF Ruberoid®Modified Bitumen Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA, Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 14-0611.01 and consists of pages 1 through 30. The submitted documentation was reviewed by Jorge L.Acebo. NOA No.:14-1030.02 MIAMI•DADE COUNTY Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 1 of 30 ROOFING SYSTEM APPROVAL Category: Roofing Sub-Category: Modified Bitumen Material: APP/SBS Deck Tyne: Wood Maximum Design Pressure: -75 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description Matrix'"' 102 SBS Membrane 5 gallons ASTM D3019 Fiber reinforced rubberized cold-applleq Adhesive adhesive for modifidd b�tgien roof**• ••••;• systems. 00 ' ;'. •. •• GAFGLAS®#75 39.37" ASTM D4601 Type II asphalt imp ��"fed and`coaV Base Sheet (1 meter)Wide glass mat base sheet`.:::, • .... GAFGLAS®480 UltimaTM Base 39.37" ASTM D4601 Type 1I asphalt impft&VLdd and C'oet;g! �•��. Sheet (1 meter)Wide fiberglass base'sheel • • GAFGLAS®F1exPlyT"6 39.37" ASTM D2178 Type VI asphalt impregiaafed glass N.' ...•., (1 meter)Wide with asphalt coatin4..... GAFGLAS®Ply 4 39.37" ASTM D2178 Type IV asphalt impregnated glag sfel, ....:. (1 meter)Wide with asphalt coating • GAFGLAS®Mineral Surfaced 39.37" ASTM D3909 Asphalt coated,glass•Plber•mat cop SA • Cap Sheet (1 meter)Wide surfaced with mineral granules. •• • GAFGLAS®EnergyCap— 39.37" ASTM D3909 Asphalt coated, glass fiber mat cap sheet BUR Mineral Surface Cap (1 meter)Wide surfaced with mineral granules with Sheet factory applied EnergyCote' GAFGLAS®Stratavent® 39.37" ASTM D4897 Fiberglass base sheet coated on both sides Eliminator''Perforated (1 meter)Wide with asphalt. Surfaced on the bottorn side Venting Base Sheet with mineral granules embedded in asphaltic coating with factory perforations. GAFGLAS®Stratavent® 39.37" ASTM D4897 A nailable,fiberglass base sheet coated on Eliminator'Perforated (1 meter)Wide both sides with asphalt. Surfaced on the Nailable Venting Base Sheet bottom side with mineral granules embedded in asphaltic coating. Ruberoid®SBS 39.37" ASTM D6164 Non-woven polyester mat coated with Heat-Weld' Smooth (1 meter)Wide polymer-modified asphalt and smooth surfaced. Ruberoid'SBS 39.37" ASTM D6164 Non-woven polyester mat coated with Heat-Weld'Granule (1 meter)Wide polymer-modified asphalt and surfaced with mineral granules. RoofMatch'°' 107 sq. ft. ASTM D6164 Non-woven polyester mat coated,with SBS Modified Granular (9.9 m2) SBS polymer-modified asphalt and surfaced with colored mineral granules. Ruberoid®SBS 39.37" ASTM D6164 Non-woven polyester mat coated with fire Heat-Weld' 170 FR (1 meter)Wide retardant polymer-modified asphalt and surfaced with mineral granules. NOA No.: 14-1030.02 MIAMI-DARE COUNTY Expiration Date: 11'/06/18 Approval.Date: 11/05/15 Page 2 of 30 Test Product Product Dimensions Specification Description Ruberoid®SBS 39.37" ASTM D6164 Non-woven polyester mat coated with Heat-WeldT"Plus (1 meter) Wide polymer-modified asphalt and surfaced with mineral granules. Ruberoid®SBS 39.37" ASTM D6164 Non-woven polyester mat coated with fire Heat-Weld"Plus FR (I meter)Wide retardant polymer-modified asphalt and surfaced with mineral granules. Ruberoid®EnergyCap"SBS 39.37" ASTM 66164 Non-woven polyester mat coated with fire Heat-Weld'"'Plus FR (1 meter)Wide retardant polymer-modified asphalt and surfaced with mineral granules and with factory applied EnergyCote. Ruberoid®SBS 39.37" ASTM D6163 Non-woven polyester mat coated writhe Heat-Weld—25 (1 meter)Wide polymer-modified alsphall and sAok•• ..,... surfaced. •• •• .• Ruberoid®Mop Granule 39.37" ASTM D6164 Non-woven polyesttfRptCoated•with•• •••• • (1 meter)Wide polymer-modified AAgR'and surfaced ;..••; with mineral granules. :'. '. ' • Ruberoid®Mop Smooth 39.37." ASTM D6164 Non-woven polyester mat coated with• ••:••. ...•.• .. . .•... (1 meter)Wide polymer-modified 49hil4and sn:oath • surfaced. 000000 •• Ruberoid®Mop Plus 39.37" ASTM D6164 Non-woven polyestgr rrfattoatedwith. •��•;• (I meter)Wide polymer-modified asphalt and su:fM8* . ...•.. with mineral granu es.. . .. a . Ruberoid®Mop 170FR 39.37" ASTM D6164 Non-woven polyester mat coate(NA-fire (1 meter)Wide retardant polymer modified asphalt and surfaced with mineral granules. Ruberoid®Mop FR 39.37" ASTM D6164 Non-woven polyester mat coated with fire (I meter)Wide retardant polymer-modified asphalt and surfaced with mineral granules. Ruberoid®Torch Smooth 39.37" ASTM D6222 Non-woven polyester mat coated with (1 meter)Wide APP modified asphalt and smooth surfaced. Ruberoid®Torch Granule 39.37" ASTM D6222 Non-woven polyester mat coated with (1 meter)Wide APP modified asphalt and surfaced with mineral granules Ruberoid®EnergyCap`Torch 39.37" ASTM D6222 APP modified cap membrane with a torch Granule FR (1 meter)Wide grade bottom surface and a mineral granular top surface coated with factory applied EnergyCoteT" -Ruberoid®EnergyCap"Torch 39.37" ASTM.D6222 APP modified cap membrane with a torch Granule Plus FR (I meter)Wide grade bottom surface and a mineral granular top surface coated with factory applied EnergyCote'. RoofMatch' 107 sq. ft. ASTM D6222 Non-woven polyester mat coated with APP Modified Granular (9.9 m2) APP polymer-modified asphalt and surfaced with colored mineral granules. Ruberoid®Torch FR 1 meter ASTM D6222 Non-woven polyester mat,coated with fire (39.37")Wide retardant asphalt modified bitumen membrane with granule surface. NOA No.: 14-1030.02 MIAMIOADECCIUNTY Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 3 of 30 , Test Product Product Dimensions Specification Description Ruberoid®20 1 meter ASTM D6163 SBS modified asphalt base sheet reinforce (39.37")Wide with a glass fiber mat. Ruberoid®30 1 meter ASTM D6163 Non-woven fiberglass mat coated with (39.37")Wide polymer modified asphalt and surfaced with mineral granules. Ruberoid®30 FR 1 meter ASTM D6163 Non-woven fiberglass mat coated with fire (39.37")Wide retardant,polymer-modified asphalt and surfaced with mineral granules. .''.•. Ruberoid®EnergyCap'"30 FR 1 meter ASTM D6163 Non-woven fiberglass mat coated*VtA fire • SBS Membrane (39.37")Wide retardant,polymer modified asplalka*d •• • surfaced with mineral ira'ules and with • *00 factory applied Enerpyj�pte. 4 0 • •••• Ruberoid®Dual FR 39.37"(1 meter) ASTM D6162 Non-woven polyester.4Aj?fiberg:ast"At ...�� Wide coated with file reta",ppolynw- . • modified asphalt aid sxoaced vwtl�..' ...... mineral granules. •• • Topcoat®Elastomeric Roofing 1,5 or 55 gallons ASTM D6083 An acrylic,water]lased et~astom;rij.:. •••••• Membrane membrane system:esigf,Qd to ptotect •• various types of rootiflg stirfaces.•'.'. • Topcoat®MB Plus 5 or 55 gallons Proprietary Water based, low VOC primer usta td block asphalt bleed-through. Topcoat® 5 gallons ASTM D6083 Solvent based sprayable thermoplastic Surface Seal SB rubber sealant designed to protect and restore aged roof surfaces and to increase a roofs reflectivity. FireOut"Fire Barrier Coating 5,55 gallons Proprietary Low VOC,water-based fire barrier coating. VersaShield® 42"x 100' rolls ASTM D226 Non-Asphaltic, fire resistant fiberglass- Fire-Resistant Roof Deck based underlayment. Protection I NOA No.: 14-1030.02 MIAMI•DADECOUNTY Expiration Date: 11/06/18 II '"'• Approval Date: 11/05/15 Page 4 of 30 { APPROVED INSULATIONS: Table 2 Product Name Product Description Manufacturer (With Current NOA) EnergyGuard'Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuard'RA Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuard'RN Polyiso Insulation Polyisocyanurate foam insulation GAF 0000 EnergyGuard Perlite Recover Board Perlite recover board • .GAF 0000 0000.. EnergyGuard'Perlite Roof Insulation Perlite roof board •' -SAF 060.98 0 EnergyGuard"RA Composite Polyiso Polyisocyanurate/wood fiberboard •••*•6AF 0 • 0000.. Insulation or perlite composite 000000 •• 0 Structodek®High DensityFiber Board High density wood'fiber Blue Iti$g8 Fiberlloard'Inc. 6•;6.0 0000.. .. . 69699 Securock®Gypsum-Fiber Roof Board 4 Gypsum board Unite& toes Gyp*Gum•Gorp. 0 6 6 0 0 669969 0 00 APPROVED FASTENERS: 00006 •••••• .. TABLE3 • • • 966996 Fastener Product Product Manufactty;?•- Number Name Description Dimensions (With Current NOA) 1. Drill-Tec'"#12 Fastener Carbon steel fastener used Various GAF in steel or wood decks. 2. Drill-Tec" #14 Fastener Carbon steel fastener used Various GAF in steel,wood or concrete decks. 3. Drill-Tec'XHD Fastener Carbon steel extra heavy Various GAF duty fastener used in steel decks. 4. Drill-Tec'"AccuTrac®Flat AZ-SS aluminized steel 3" x 3" GAF Plate plate for use with Drill- Tec'"#12 Fastener,Drill- Tec" #14 Fastener and Drill-Tec'#15 Fastener. 5. Drill-Tec" ASAP 3S Drill-Tec'#12 fastener Various GAF f with Drill-Tec'"3" Standard Steel Plate. 6. Drill-Tec"AccuTrac® Galvalume Steel plate for 3" x 3" GAF Recessed Plate use with Drill-Tec" fasteners. 7. Drill-Tec"3"Steel Plate Round galvalume steel 3" GAF stress plate for use with Drill-Tec'fasteners. 8. " Drill-Tec '3" Standard Round galvalume plated 3" GAF Steel Plate steel stress plate with reinforced ribs for use with Dri I I-Tec"-fasteners. NOA No.: 14-1030.02 MIAMI•DADECOUNTY Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 5 of 30 1 I. EVIDENCE SUBMITTED: Test Agency Test Identifier Description Date Factory Mutual Research Corp. 3001276 FMRC 4470 01/28/99 1 B9A8.AM FMRC 4470 09/04/97 3D4Q2.AM FMRC 4470 04/30/97 OD1A8.AM FMRC 4470 04/01/98 Underwriters Laboratories R1306 UL 790 07/22/13 Trinity Engineering 4483.04 97-1 TAS 114 06/OC/97..' ...... IRT-ARCON Inc. 02-005 TAS 114 •••;••03/0;01..* •••• • 02-014 TAS 114 """04/08/02' ;.•,•; 01-039 TAS 114 ."".03/0:/D2 . .... . .. ..... Trinity I ERD G30250,02.10-2 ASTM D6222 •• •• 11/11,00 •• •• •• G30250.02.10-3-R2 ASTM D3909 •• •• 06/0-;I5-- •••••• G31360.03.10 ASTM D6164 03/31/10• •, G33470.01.1.1 ASTM D6164- ' 01/1 VI I.% G34140.04.11-2 ASTM D6163 04/2S/l 1 :....; G34140.04.11-4-R2 ASTM D4601 •• * 6/4/2,M.*. • G34140.04.11-5-R3 ASTM D4897 6/4/2015 G40620.07.12-2 ASTM D6222 07/17/12 G40630.01.14-1 ASTM D6163 01/06/14 G40630.01.14-2A ASTM D5147 01/07/14 G40630.01.14-2A-1-RI ASTM D6164 04/10/14 G40630.01.14-2B-R1 ASTM D6164 01/16/15 G40630.01.14-2C ASTM D6164 01/07/14 G40630.03.14 ASTM D5147 03/06/14 G43190.03.14-1 ASTM D5147 03/06/14 G43190.03.14-2 ASTM D5147 03/06/14 G43190.05.14-R1 ASTM D5147 05/20/14 G43190.11.13-1 ASTM D6222 11/15/13 G43610.01.14 ASTM D5147 01/22/14 G46160.02.15-2D ASTM D6163 02/03/15 G46160.03.15 ASTM D6163 03/11/15 G46160.09.14-2A ASTM D5147 09/09/14 G46160.09.14-3A ASTM D6164 09/09%14 G46160.09.14-3B ASTM D6164 09/09/14 G46160.09.14-3C ASTM D5147 09/09/14 G46160.12.14-3E ASTM D6164 12/29/14 G6850.08.08 ASTM D6163 08/01/08 G6850.08.08-RI ASTM D6164 04/14/11 G6850.10.08 ASTM D6222 10/06/08 G6850.11.08 ASTM D6222 02/17/09 SC6870.08.14-R1 ASTM D3909. 09/04/14 NOA No.: 14-11030.02 MIAMI•DADECOUNTY Expiration Date: II/06/18 Approval Date: 11/05/15 Page 6 of 30 EVIDENCE SUBMITTED: (CONTINUED) Test A.2ency Test Identifier Description Date PRI Construction Technologies LLC. GAF-084-02-01 ASTM D6083 07/08/05 GAF-122-02-01 TAS 139 05/07/06 GAF-245-02-01 ASTM D6083 06/10/10 GAF-276-02-01 Rev ASTM B2178 01/04/11 ASTM D6083 GAF-306-02-01 ASTM E96 07/07/11 GAF-314-02-01 ASTM D2178 08/2YI T••• . . 99 9999.. GAF-315-02-01 ASTM D2178 •• ;08/231119•9 • GAF-369-02-01 ASTM C1289 ...... 10/2Z12..• ��••;� GAF-464-02-01 ASTM C1289 ...:..02/06/14. . GAF-499-02-01 ASTM D6083 9999 03112V44 GAF-500-02-01 ASTM D6083 •••• 03/11/11--' 9999. 9999.. .. 9999. Momentum Technologies,Inc. AX04C9A ASTM D6162 ..•..•06/0 (09...• .•0 •• •.966• . . . 6 . . .....• 9999.. . •9.60. .. . 06 6 . 6 . 00 0 t i NOA No.: 14-1030.02 MIAMI•DADECOUNTY Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 7 of 30 Membrane Type: APP/SBS Heat Weld Deck Type 1: Wood,Non-insulated Deck Description: 19/32"or greater plywood or wood plank decks System Type E(2): Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOutT"Fire Barrier Coating,VersaShield®Fire-Resistant Roof Deck (optional) Protection or Securock®Gypsum-Fiber Roof Board. Base sheet: GAFGLAS®#80 UltimaT"Base Sheet, GAFGLAS®Strataven:1 E1ilxiinator"' •• ••••;• Nailable Venting Base Sheet,Ruberoid®Mop Smooth,Ruberoid 20,Rubaroid�'. SBS Heat-Weld'Smooth or Ruberoid®SBS Heat-Weld"25 mechanically fastened to deck as described below; :....: Fastening GAFGLAS®Ply 4,GAFGLAS®FlexPly'"6, GAFGLAS®#75 MWSheet dr ad�' ••;•• Options: of above base sheets attached to deck with approved annular AAA In:nk naV and. "•" tin caps at a fastener spacing of 9" o.c. at the lap staggered anVin two rows 12'P o.c. in the field. (Maximum Design Pressure—45 psf. See General Limitation#7) ••• • GAFGLAS®Ply 4,GAFGLAS FlexPly'6,GAFGLAS®#75 ga'se Sheet or My'. ' of above base sheets attached to deck with Drill-TecT"#12 Fastener, Drill-Tec 414 Fastener or Drill-Tec'XHD Fastener and Drill-Tec"3"Steel Plate,Drill- TecT"AccuTrac'Flat Plate or Drill-TecT"AccuTracl Recessed Plate installed 12"o.c. in 3 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 12"o.c. in the field of the sheet. (Maximum Design Pressure—45 psf. See General Limitation #7) GAFGLAS'FlexPly'6,GAFGLAS®475 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure—52.5 psf.See General Limitation#7) GAFGLAS®#80 Ultima'Base Sheets,Ruberoid®20,Ruberoid'Mop Smooth, base sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure—60 psf.See General Limitation#7) GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with Drill-TecT"#12 Fastener,Drill-TecT"#14 Fastener or Drill-Tec""XHD Fastener and Drill-TecT"3"Steel Plate, Drill-TecT"AccuTrac®Flat Plate or Drill-TecT" AccuTrac®Recessed Plate installed 12"o.c. in 4 rows. One row is in the 2"side r lap. The other rows are equally spaced approximately 9"o.c. in the field of the sheet. (Maximum Design Pressure—60 psf. See General Limitation #7) NOA No.: 14-1030.02 MIAMI•DADECOUNTY Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 28 of 30 i Fastening Any of above base sheets attached to deck approved annular ring shank nails and Options: 3"inverted Drill-TecT"insulation plates at a fastener spacing of 9" o.c. at the 4" (Continued) lap staggered in two rows 9" in the field. (Maximum Design Pressure—60psf.-See General Limitation #7) GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with Drill-Tec'#12 Fastener, Drill-TecT" 414 Fastener or Drill-TecT"XHD Fastener and Drill-Tec"3"Steel Plate, Drill-Tee'AccuTrac®Flat Plate or Drill-TecT" AccuTrac®Redessed 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. 0000 (Maximum Design Pressure—75 psf.See General Limitatioi4#7) . • Ply Sheet: (Optional except over Ruberoid®Mop Smooth,Ruberoid®20•ltuberoid®SM .. 0000.. Heat-Weld Smooth or Ruberoid®SBS Heat-Weld'25)One.or..n+ore..' lies GAFGLAS®Ply 4 or GAFGLAS®FlexPly'" 6 sheet adhered in,**Ol oppir�g o :•••• approved asphalt applied within the EVT range and at a rate df.Vj j4 lbs./st.Gr 0• 00000 0 Ruberoid®Torch Smooth torch applied according to manufacta4gr;4gpplicVjon . 0 0;0 0• instructions. • .. .. . .. 0000.. Membrane: One ply of Ruberoid®Torch Smooth,Ruberoid®Torch GranuV,4 Match— • • APP Modified Granular,Ruberoid®EnergyCap'Torch Granule FR,'Ruberixd.% """ EnergyCap'" Torch Plus FR,or Ruberoid®Torch FR torch applied ac cordin&,to� :0 0 0 0 manufacturer's application instructions. • )• • Or 00 One or more plies of Ruberoid®SBS Heat-Weld"Plus,Ruberoid®SBS Heat- WeldT"Plus FR,R beroid®SBS Heat-Wel 1 _,Ruberoid'EnergyCap— SBS Heat-Weld"Plus FR,Ruberoid®SBS Heat-Weld" Granule,Ruberoid®SBS Heat-Weld' Smooth and Ruberoid®SBS Heat-Weld"25 applied according to manufacturer's application instructions. Surfacing: OptionaFon granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq.and 300 lbs./sq. respectively in a flood coat of Approved asphalt at 60 lbs./sq. 2. GAFGLAS®Mineral Surfaced Cap Sheet,Tri-Ply®Mineral Surfaced Cap Sheet or GAFGLAS®EnergyCap—BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. 3. Topcoat®Membrane,Topcoat®MB Plus(to be used as a primer with Topcoat® Membrane)or Topcoat®Surface Sea] SBlapplied at 1 to 1.5 gal./sq. Maximum Design Pressure: See Fastening Options NOA No.: 14-1030.02 MIAMI•DADECOUNTY Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 29 of 30 WOOD DECK SYSTEM LIMITATIONS: I A slip sheet is required with GAFGLAS®Ply 4 and GAFGLAS®F1exP1yT116 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1/4"DensDeck®Roof Board or 1/2"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 mop&V of •••••• •0 0 0 0. approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mt hanically.e0• •• • attached using the fastening pattern of the top layer *00:00 • •• 0 0.0.0 3. All standard panel sizes are acceptable for mechanical attachment. When applied lilt proved ;••••; asphalt, panel size shall be 4'x 4'maximum. 0•••• •• • 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell •• *N"" 0000 .. . foam insulations when the base sheet is fully mopped. If no recovery board is us* tle.base sjet••• •0•0•N0•0.• shall be applied using spot mopping with approved asphalt, 12" diameter circles,."' or strip. 0• mopped 8" ribbons in three rows,one at each side lap and one down the center of th;slteet allpwing 0•••;• a continuous area of ventilation. Encircling of the strips is not acceptable. A 6"4brea6shall A""' 0 placed every 12' in each ribbon to allow cross ventilation. Asphalt application oreitfiensystem" la :• be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximarn 0 design pressure of-45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F')value of 275 lbf.,as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official,a revised fastener spacing, prepared,signed and sealed by a Florida Registered Engineer,Architect,or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 1 17.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.: 14-1030.02 MIAMI•DADE COUNTY Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 30 of 30 TGFU.R14153•-Roofmg Systems Page 1 of 1 SINGLE PLY MEMBRANE ROOFING SYSTEMS(MODIFIED BITUMEN) Unless otherwise indicated phenolic insulation may be used in any of the following systems. Unless otherwise Indicated any of the following Single Ply Membrane Systems may utilize multiple layers of Ruberoid@ Membrane. "GAF Premium Aluminum Roof Coating"may be used on any of the following Classifications with inclines not exceeding 1/2-in. "GAF Weater Coat Emulsion"may be used on any of the following noncombustible Classifications with inclines not exceeding 1/2-in. "Ruberoid@ Modified Bitumen Adhesive"or Monsey Corp."MBA Gold"or Karnak"No.81"adhesives may be used in any of the following noncombustible deck Classifications. "GAFGLAS@#80 Premium Base Sheet"may be used in any of the following systems. (Optional)Noncombustible deck classifications are applicable for use over combustible(15/32-in.minimum plywood)decks when 1/2-in. (minimum)gypsum board or 1/4-in.(minimum)Georgia-Pacific Gypsum LLC"DensDeck @ Roofboard,""DensDeck Prime@ Roofboard"or "DensDeck DuraGuard'"Roofboard"are used directly over the deck with all joints staggered 6-in.(minimum)from plywood joints.' •••• A vapor barrier may be optionally installed under all systems utilizing any"EnergyrGuard@"type insulation."GAFGlAIS@ Perlite"ma*v-*"ed as •••••• an option over any"EnergyGuard—"type insulation."GAFGLAS@ Stratavent Perforated Base Sheet"may be utilizes p%In additions(ply irtiany of •• the following systems. The following membranes may be used interchangeably within their own group: • A."Ruberoid@ Torch Granule"or"Ruberoid@ Torch Granule Plus"or"Ruberoid@ Torch Granule 1"or"Rubereitlm•rorch 180r cor •••••• • • • "ROOFMatch"APP Modified Granular"or"Tri-Ply@ TP-4G". • • • • • •••• • •• ••••• B."Ruberoid@ Mop Smooth"or"Ruberoid@ SBS Heat Weld Smooth"or"Ruberoid@ 601 Cap Plus"or"RubErOv@m". • • •• • ••••• C."Ruberoid@ Mop Granule"or"Flex PRF"or"Ruberoid@ Mop Plus Granule"or"Ruberoid@ SBS Heat Welcfdrariule"or • •• ••••;• "Ruberoid@ SBS Heat Weld Plus"or"ROOFMatch—SBS Modified Granular"or"rri-Ply@ SBS Modified Bituf�@hT�eh1•brane". • • • D."Ruberoid@ Mop 170 FR"or"Ruberoid@ Dual FR'. • • • • •••••• E."Ruberoid@ 30 FR"or"Ruberoid@ 30 FR HT"or"Ruberoid@ EnergyCap—SBS 30 FR". • • • •••••• F."Ruberoid@ 20"or"Ruberoid@ 20 HT"or"Ruberoid@ SBS Heat Weld 25." • • • G."Ruberoid@ SBS Heat Weld 170 FR","Ruberoid@ EnergyCap—SBS Heat Weld Plus FR"or"Ruberoid@ SBS Heat Weld Plus FR". H."Ruberoid@ Torch Smooth"or'Tri-Ply@ TP-4". I."Ruberoid@ Mop Smooth"or"Ruberoid@ 20"or"Ruberoid@ 20 HT"or"Ruberoid@ Dual Smooth". 1."Ruberoid@ Mop Smooth"or"Ruberoid@ Mop Smooth 1.5". Unless otherwise indicated,the Modified Bitumen(Granule)membrane may be surfaced with"TOPCOAT@ Fireshleld MB"at 21/2 to 3.0-gal/100- ftz,and the incline of the resultant system would be increased to a 3/4-in.incline.But if the incline of the Classified system is greater than a 3/4-in.incline,the Incline of the roofing system would be maintained when surfaced with"TOPCOAT@ Fireshield MB"at 21/2 to 3.0-gal/100-ftp. Unless otherwise indicated"Ruberoid@ EnergyCap-SBS 30 FR"is an acceptable alternate for"Ruberoid@ 30 FR"or"Ruberoid@ 30 FR HT'or "Ruberoid@ Mop 170 FR"or"Ruberoid@ Dual FR"in any applicable Classification. http://database.ul.com/egi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=T... 6/29/2017 • TGF t - Roofing Systems Page 1 of 1 56.Deck:C-15/32 Incline: 1/2 Base She —Two or more plies Type G2"GAFGLAS@#75 Base Sheet"or"Tri-Ply@#75 Base Sheet"mechanically fastened. ne:—One ply"Ruberoid@ SBS Heat Weld Plus FR"or"Ruberoid@ SBS Heat Weld 170 FR"heat welded in place. ! 0000 • • 0000 0690•9 •• • •• • • 0009•09 • •• ••9••• ••6• • •! 0000• 0!000• •Y • 00099 • • • • • •• •• • •• •960!• • 0000•• • • 0!000• •! • •• • • • w• • { t 0 t t i http://database.ul.com/egi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=T... 6/29/2017 ♦- f i I 1 CTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING G 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 ofS&ft R4402 govern the minimum requirements and standards of the industry for roofing system inStallaifhrrs.Addi6bh�lly ,the.... . (lowing items should be address as part of the agreement between the owner ant t8?contra"�e owners • initial in the designated space indicates that the item has been explained. *00:00 • •• •••••• 0000.. 1 0000 .. 0000.. 2. Renalling wood decks:When replacing roofing,the existing •••• •• •• be vena ed in accordance with the current provisions of Section R4403. wood�resf decknr�y{�ve to concealed prior to removing the existing roof system). (The•Keotder�c is usually ••• • . . 0 0 0000.. /�/ .000.0 0*0(///� 4. Exposed Ceiling:Exposed,open beam ceilings are where the un*&rsge of •• •decking•••• can be v' ed from below.The owner may wish to maintain the architectural of roofing nai penetration of the underside of the decking may not be acceptable appearance; provides tthoption of maintaining the appearance. 6• Overflow scuppers(wall outlets): It is required that not ove ded from a buildup of water.Perimeter/edges wall or other roof extension may hblo t this � he roof discharge if overflow scuppers(wall outlets)are not provided.It may be necessary to install overflow scupper in accordance with the requirements of Sections R4402,R14403 RW13. Owner/Agent' ignature Date Co cor Sign re Date ga3 N•� S1,�rEs Property Address Permit Number Revised on 7/9/2009 LD,07/01/2015;