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RF-16-2732 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-269374 Permit Number: RF-10-16-2732 Scheduled Inspection Date. October 21,2016 Permit Type:Roof Inspector: Mesa,Michel Inspection Type: UmSep Owner: ALPHONSO MARTIN,JAMES MILLS Work Classification: Flat Job Address:102 NE 107 Street (- Miami Shores,FL 33138- Phone Number Parcel Number 1121360070240 Project <NONE> Contractor. INNOVATIVE ROOFING Phone:(954)3245825 Building Department Comments RE-ROOF FLAT. Infracuo Passed U0--mments INSPE TOR CO. M NTS False TIN CAP SPACEING False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-268554. not ready, take pictures,recall. need sheathing affidavit. Failed Correction Needed F71 Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid October 20,2016 For Inspections please calls(306)762-4949 Page 19 of 27 lu Miami Shores Village tr 10050 N.E.2nd Avenue NErmo Miami Shores,FL 33138-0000 Q , ' Phone: (305)795-2204 � b Expiration: /12/2017 1�Icy 0114121 'i p Project Address Parcel Number Applicant 102 NE 107 Street 1121360070240 JAMES MILLS ALPHONSO MAR' Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell JAMES MILLS ALPHONSO MARTIN 102 NE 107 ST MIAMI SHORES FL 33161-7032 Contractor(s) Phone Cell Phone Valuation: $ 6,000.00 INNOVATIVE ROOFING (954)324-5825 Total Sq Feet: 325 Type of Work:Re Roof Available Inspections: Additional Info:RE-ROOF FLAT. Inspection Type: Classification:Residential Tin Cap Scanning:3 Final Roof Renailing Affidavit Review Roof Review Roof Roof in Progress Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 Invoice# RF-10-16-61586 CCF $3.60 10/14/2016 Check#:4613 $776.10 $0.00 DBPR Fee $3.75 DCA Fee $3.75 Bond#:3229 Education Surcharge $1.20 Permit Feer New Roof $250.00 Scanning Fee $9.00 Technology Fee $4.80 Total: $776.10 In consideration of the issuance to me of this permit, 1 agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructionnab d zoning. F thermore,I uthorize the above-named contractor to do the work stated. October 14,2016 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy October 14,2016 1 Miami Shores Village RF,C_F� BuildingDepartment o r 2U16 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 20 BUILDING Master Permit No.RIFKo-2-D-3 PERMIT APPLICATION Sub Permit No. L—)3UILDING ❑ ELECTRIC WROOFING REVISION ❑ EXTENSION EJRENEWAL r—IPLUMBING [—] MECHANICAL PUBLIC WORKS CHANGE OF CANCELLATION SHOP CONTRACTOR DRAWINGS JOB ADDRESS: i o2. NE I 0 Stlre_-f City: Miami Shores County: Miami Dade Zip: I ® Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): 'S Phone#: Address: ) 0Z J�[[ IQ F-e-e—+ City: &IA SW� State: Zip: 38)(81 Tenant/Lessee Name: Phone#: �[c Email: cjs� S3 2 2- CONTRACTOR: CONTRACTOR:Company Name: Phone#: —1 Address:3�LQ Istp . City L)xpn,Y}Z''"PPJAA l� State: 1� �� Zip: �3 Qualifier Name: � b- V)i) f4 Ajcj/,Lq� Phone#: State Certification or Registration#: W213AZ .O iCertificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: // City: State: Zip: Value of Work for this Permit:$ b 006 ;00 Square/Linear Footage of Work: -32— Type of Work: ❑ Addition ❑ Alteration ❑ New [Repair/Replace ❑ Demolition Description of Work: dj— v Specify color of color thru tile: Submittal Fee$ (lJ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ 6zi Radon Fee$ 3 ' DBPR$ 3 s Notary$ Technology Fee$ `t' Training/Education Fee$ 1 - 12-0 Double Fee$� . Structural Reviews$ Bond$ S._!.J • TOTAL FEE NOW DUE$ __�ro (Revised02/24/2014) Jr , a • Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the is of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the t' of commencement and construction lien law brochure will be delivered to the person whose property is subject to hmen . ,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection w "chi, rs (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be nspection fee will be charged. /X SignatureSignature C N4 V /rm�ent N o GEN CO RAC The foregoing inwasa nowledged before me this The forego g ins umen was acknowledged before me this day of JJ �.i� 20 by day ,_ I �� 20 I by who is personally known to �J'. 1� '►-uLY1� ✓ whg_is_personally known to me or who has produced 1 l CX, 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 I�� Print: ;1 el I Seal: : . CARRIE LYNN Seal: ;; CABBIE LYNN BOLDING MY COMMISSION#EES78483 = MY COMMISSION#EE878483 .' EXPIRES April 27,2017 '°' EXPIRES April 27,2017 APPROVED BY / Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application-Miami-Dade County Page 1 of 3 A �x Ail, M When buying real estate property,You should not assume that property taxes will remain the same.Whemwer9rere is a change in ownership,the IMPORTANT assessed value of the property may reset to M rrrerket value,which could result in higher property taxes.Please use our rax Estimator to MESSAGE approximateyour new Property tax— The Property Appraiser does not send tax bills and does not set or collect taxes.Please visit the Tax Collector's website directly for additional information. (D00(3 CA p�f Address Owner Nance Subdivision Name Folio SEARCH: 102 ne 107 street Suite D Back to Search Results PROPERTY INFORMATION ® Folio:11-213&007-0240 ' t r� Sub-Division: { ' W DUNNINGS MIAMI SHORES EXT NO 3 Property Address �. { r 102 NE 107 ST �" Miall Shores,FL 33131-7032 Owner JAMES T MILLSB ALPHONSO F MARTIN MoUing Address 102 NE 107 ST MIAMI SHORES,FT.33131-7032 + s Primary zone S 1000 SGL FAMILY-2101-2300 SD ' '�. r *r, Primary land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT x, Beds l Baths/Half 3/1/1 Floors g > 9 Living Units t Actual Area 1,972 Sq.R st � LWingAm 1.696Sq.Ft Adjusted Arm 1,734 Sq.Ft Lot Stn 9,217.62 ftFt Year Built 1940 Featured Online Tools Comparable Sales Giossaty Non-Ad Valorem PA Additional Online Tools Property Record Cnida Properly Search Help Assesattents Properly Texas Report Discrepancies Report Han estead Freud Tex Comparison Tax EsBrtetor TRIM Notice Value AdNeft end Board ASSESSMENT INFORMATION 0 BENEFITS INFORMATION 0 Year 2076 2014 Senem Type 2013 2015 2014 Land Value $197,849 $163,762 $154,129 [cave Our Harms Cap Assessment Reduction $198,386 $157,470 $M,059 Building Value 4 $122,774 $119,599 Harrestead Exemption $25,000 $25.000 $25,000 Extra Feature Value $24,808 $16,9.57 $17,193 Second Homestead FxertgAlon $25,600 $25.000 $25,001 Market Value $345,431 $303,493 $280,924 Note:Not e0 beneft are applicable to a0 Taxable Values O.e.County,School Board, Assessed Value $147,045 $148,023 $144,885 City'Reigio"al)' FULL LEGAL DESCRIPTION 0 http://www.miamidade.gov/propertysearch/ 9/11/2016 ` Miami shores Village loss p". Building Department 10050 N.E.2nd Avenue �tpR ► 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: Property Address: % �. /tic. /C' )f 2'. Roofing Permit Number: Dear Bui ding Official: certify that I am not required to retrofit the roof to wall connections of my building because: 2,f he just valuation for the structure for rpose of ad valorem taxation is less than$300,000.00. Please attach proof of ad valorem taxation. n The buildin as in compliance with the provisions of the Florida Building Code(FBC)or with the provisions of 1994 iti Florida Building Code (1994 SFBC) Si Print Name to of Florid 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 I day of ao 16 WOAJng�4®N 0*9 juin�a e 8102"6!/egwalaa� � Notary Public, Sate of Florida at Large 6o��:i.�� r�olss;r�w �r� ¢ 1�31Sti�o�MNYNt1f��BY � ��ti°� • When the just valuation of the structure tot purpose of ad valorem taxation is equal to or more than$300,000.0,and the budding was not constntcted with FBC not a 1994 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 Property Search Application-Miami-Dade County Pagel of 3 t When tMtykhg real estate Property.YOU should not exams that property tomes will renin Bre sable.Whelreverthere is a change in Ownership,the IMPORTANT assessed value m bre property may reset to Cull market value.which could result in hWw property taxes.Please use our Tam Esitrnatorto MESSAGE aPm-*nalsyour now ''— The Property Appraiser does not send tax bias and does not set or cow tames.Please visit the Tax Collector's webske directly for additional hdonnaw n. Address Owner Name SubdtvWm Name Folw SEARCH. 102 ne 1 W street Sufte I Q aegc to search Rea t PROPERTY INFORMATION 8 - Fe8o:11-2138-007-6240 #' SUb4XvWom OUBONNGS MIAMI SHORES EXT NO 3 Property Address 102 NE 107 ST - MlerN Shores,FL 33181-7032 Owner JAMES T MOLLS& ALPHONSO F MARTIN Mailing Address 102 NE 107 ST MIAMI SHORES,FL 33181-7032 k Primary Zone 1000 BOL FAMILY-2401-=SO Prbnwy Land Use 0101 RESIDENTIAL-SUNME FAMILY:t UNTi sods I Baths I Ham 31111 Floors 1 Living Umms 1 - Actual Area 1,872 Sq.R t` Living Area 1AQBSgFt �� r Adjusted Area 1,784 Sq.Ft Lot Sime 9217.e2SgFt Peer aum 1840 Featured OMine Tools comm moble Sales Glossary Non-Ad Valmmn PA Additional Online Toils Properly Record Cards Property Search Help Ash Property Torres Report Ob-pmeies Report Hmrastead Fraud Tax Comm Tax Estimator TRIM Nuke Value AQusb Wd Board ASSESSMENT INFORMATION 9 BENEFITS 01F'ORMATO Mem s 2015 2074 Bones 'type 2016 me 2N4 Land Value $1871648 $183,782 $156,128 Savo Om Hanes Cap AssaBanreal Redrndlan $/88.368 $157,470 $148.059 Building Value •maw $122,774 Si Mm Homed Exam W5.00 58.20 $25.000 Extra Feature Votes $24.80 __ $161W $17.198 Second Homestead Exemp6mh $25,0W $25.000 $25.000 Market value $365,431 $30,493 $280.224 Nolm Not all bmwffis are spplcetde to all Taxable Values P.a.Cmm tV,School Board, Assessed Value $147.045 ...$148.023 $144,05 CAV'Reglo00� FULL LEGAL DEZRIPI ION �'t1'f n•Ilt;n:nv mtamll�A7IIP [TAVI71TA1YPT't�7CP•.11Y:r1� 9/22/2016 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 0 SECTION 1525 HIGH-VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION 6 Florida Building Code 5th Edition (2014) 9 High-Velocity Hurricane Zone Uniform Permit Application Form INSTRUCTION PAGE 9 d COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: B Roof System Required Sections of the Attachments Required Permit ApyilciiNn Farm See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR-RAS 150 4,5,6,7 B Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 1,2,3,4,5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 :000% tl ...... Wood Shingles and Shakes A,B,D 1,2,4,5 • : •.•• •' 6 Other As Applicable 1,2.3,4,3,67" "" see*** 6 •9966• 9999 0 ATTACHMENTS REQUIRED: 0 . .... ..... . . 1. Fire Directory Listing Pa • :00000 • � ry g �e 00000 966•:• 2. From Product Approval: •••••• • • Front Page • • ;6•00 0609•0 8 00 Specific System Description : 9'6 ' :*Goo: Specific System Limitations •' ' •":'• ' ' a General Limitations •• Applicable Detail Drawings 3. Design Calculations per Chapter 16,or if applicable,RAS 127 or RAS 128 0 B 4. Other Component of Product Approval 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations(Reroofing Only) it 7. Any Required Roof Testing/Calculation Documentation C, ITY C. opy 15.36 FLORIDA BUILDING CODE—BUILDING,Sth EDITION(2014) Copyright to,or liccnscd by [CC(ALL RIGHTS RESERVED);acecsscd by Eliczer Palacio on Junk 201510-32:12 AM pursuant to Ucertsc Agrecment.No further reproductions authorized. 0000.. 0000.. 0000 .. 0000.. 0000 0000.. 0000.. .0000. 000• 0000.. 00.00 . 0000 0000 0 0000. . . 000.. 0000.. . .. . .. .. .000.0 . . . . 0000.. 0000.. .00. . .. . . MW ASMOLM AM ROOMPFM zwkew cubes smiam Qm,% a tea, unftm P n 8 ► rpsm*itito. Job Addmm g p _._. ® Y I'fite E7 .MorWAM,,Ius Sot To,, 13 ©El Nm HAAS�5fl RWFTVM root 13 Rep& 13 %mum- a • �"�•••"•�"M Y'i�Rll�{R�lY1ffiL�i�U' ' 't�w4 �`_.�WV • 0000• •••••• 000000 ..- �em��,own*{ SSU! ' • 9tddn6St+�� - W t 2� H - H - - -- -- - - Z Lu lj� pc ,1l- r i E;— s am Q ...... .... ...... ..•.•. Bl • 1 • . . • lel SSSS.. SSSS.. 500. . .. . SSSS.. SSSS SSSS.. SSSS.. SSSS.. 0 . .50. .000.0. 0 . SSSS. 9 Soso SSSS. . . SSS.. SSSS.. . SSSSS .. 9 .. .. 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ROOF ASSEMBLIES AND ROOFTOP STRUCTURES ®� ® Florida Building Code Sth Edition(201 Q High-Velocity Hurricane Zone Uniform Permit Application Forret. 0 0 0 Section C(Low Slope Application) Top Ply FasteneriB_ondip Mattern I: e 1 Fill in specific roof assembly components and Identify F ISIS Q manufacturer 1 (If a component is not used,identify as"NA") Surfacing: 1 ` Fastener Spacing for Anchor/Base Sheet Attachment: 1 System Manufacturer t`� Field:_I"oc @Lap,#Rows a @ "oc 0 Q 1 Product Approval No.: 14- r 0 d�.d °� Perimeter: 11 oc @ Lap,#Rows�@_(° oc 9 � Q Design JW_iindd Pressures,From1 RAS 128 or Calculations: Corner.--(0–.oc @ Lap,#Rows @ BP1: —" 1.1 P2: _'71 , Pg: ,® Number of Fasteners Per Insulation Boarc> ° T" Q •'�' 1 Max.Design Pressure,from the s ecifig product Field Perimeter •° °•Corner j•'°' l p .°9• • 1 approval system: .5 ••' 0 • Illustrate Components Noted and DekW9 as Applicable: ••°'; 0 Deck: Woodbiocking,Gutter, Edge Terminatiam,*Stripping,Viast+iAg, it •°.• 1 �b P Continuous Cleat,Cant Strip,Base Ff 4igg,Counte*fiashing, 9 ° • 1 Type: Coping,Etc. • 1 1 Gauge/Thickness Indicate: Mean Roof Height, Parapet Nee+ig$,*t!Height 01-ease Q '•••;' Flashing, Component Material, Mateickness, Fast%ner • 1 Slope:_ /g it Type, Fastener Spacing or Submit Mtli'a users Details th6it 1 °••• • Comply with RAS 111 and Chapter 16? 0 ...... 1 ° 1 Anchor/Base Sheet&No.of Ply(s): 311WE 101- ELl nj A r1 000 Jt • 0 ••,•• 1 � • •Q 1 Anchor/Base Sheet Fastener/Bonding Material: r n Suac c� •° 1 1 �3 D C- r o �p ( FT f Q Q insulation Base Layer: 1 Base Insulation Size and Thickness: tt 'SSC) Parapet Q L Height 1 1 Base Insulation Fastener/Bonding Material: Q 0 }�pt- PSP �'i' -(RRezJ's �'t�rnFyM� 0 Of Top 0 Q Top Insulation Layer._ 6 P I O Q 1 1 1 Top Insulation Size and Thickness: I Mean 1 l Rvof 0 Q Top Insulation Fastener/Bonding Material: Height 1 1 Base Sheet(s)&No.of Ply(s): /� �3►�S>✓ 1 1 1 Base Sheet FasteneriBondina Material: 1 AL 1- 1 Ply Sheet(s)&No.of Ply(s): 1 Ply Sheet 1 Fastene(r�/B�onding }d O T JVX- Top Ply: 002- -i�e YEE- 11 1 1 1 1$•38 FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) + 1 1 1 Copyright to,or licensed by,ICC(ALL RIGHTS RESERVED);accessed by EGezer Palacio on Jun 8.2015 10:32:12 AM pursuant to License Agreement.No further reproductions authorized. 0000•• 0000•• ® 0000 ° • • s e•e••: ° ee:•eo •�•0• 0.000: 0000. •e•e• e 0000 0000•: •1••0• • • •• e• • • 0000•: • • • . • • •• 4 S=da i C 6 P'efldelirgB '::st 6gtami-Dade Gounty HVHZ Electronic Roof Permit Form -_.-^- Secifon C Page(Low Slope Roof Systems) ._.. ...�5�.'�wfyi� ...r•ra ess.X. .r - .3_::a._:-?..r_ ROOF SYSTEM MANUFACTURER: GAF J Top PIT. urface Cap Sheet Product Approval (NOA): I ��3�e @3jiscem Type" T p Ply Fastening t Bones Material: Wind Upmit Pressures,From RAS 128 or Sealed Calculation I Hot Asphalt (P1) Flo -428 psi Surfacing:I n/a. 71.7 SINGLE PLY MEMBRANE: (PZ) Parameters: Single Ply Manufacturer I Type: (PS)Comers I n/a Maximum Design Pressure From NrOA. 5 psP Single Ply Sheet Width:®"1/2 Sheet Width: " Roof Slope: 1/8 ":12 Roof Mean Height 12 It ~ ® No.of Single Ply 1/Z sheets:Parapet Waif 0 No E,Yes Parapet wail Height: fl. Single Pty Membrane Fastening/Bonding Materiat _ I Na Deck Type: —50 Plywo�olr ---� �FASTENER SPACING FOR BA3ESHEEr ATTACHMt�ljT. • ••• Support Spacing n/a ° ❑SINGLE PLY MEMBRANE ATTACHM�T••• • 000000 Na •• *0000 .•..� .• Alternate Deck Type 1.Field:�"0!C(Q laps& wws �0 0 •o/C 0 0 0 0 0 0 0 0.0 Existing Roof: •.• ••.• • . • ImOdlffed r. 2 Perkrteter 6 °O/C Laps& ip0l O� I"ofC•••i• • 0000• Fire Barrie � 0 Na 3.Corner "0/C @ Laps& 47 rOwS�' "a/c :•••:• 0 0 0 0 0 .. • 0.0000 Vapor BarrieNa •r: NUMBER OF FASTENERS PER INSULA'nQVJ ARD: . .' • • • 0000•• • • • 1_ Field: 2. Perimeter.© 4 Corper.�'•'•• :see*: Anchor Sheet insulation FastenerTyps: sees i •••• 0 0 0 0 n/a • n/a •• • Anchor Sheet Fastener/Bonding Material Na WOOD MAILER TYPE AND SIZE: Insulation Base Layer Size&Thickness: I tl/a 46 • �Ir Se3 Wood Nailer Fastener Type ancLs acing. Insulation Base Layer Fastener/Bonding Materiat:iK n/a or -� EDGE&COPING METAL SIZE6: lnsuMan Top Layer S¢e&Thickness: Edge Metal Material: —Galvarfted Metai— n/a , Z nsulation Top Layer Fastener 16onciva3 Material: Edge Sime —3"face 26 ga— r I Hook strip -SEf ECT EDGE METAL HOOK STRIP SIZE— N® 3ase Sheens)&No.of Ply(g 1-1/4•ring shank rims 4"o_c. lase Sheet Fastener 1 Bonding Materiat Copk+ffial: —SELECT PARAPET WALL COPING MATERIAL- 1-W rhrg strarw mess w/tin cps copes__yyysi.; I—SELECT COPING METAL SIZE OR THICKNESS— rly Sheets)&No.of Piy(sy �Ply 4-2 t� Hoole Strip Size —SELECT COPING METAL HOOK STRIP SIZE qy Sheet Fasterm/Bonding Material: Parapet Coping Metal Attachment Hot ASptiatt 0.000. 0.006. • 0 0004 . .. • •..0•• 0000 00.60• •0000♦ • 0 • • 0000 ••000• • • 0000• • •000 0000• 0 • 0.6.0• •.00•• • • • 0 • ••0.•• •0000• :0 • • • • 00.•0 • • • 0 • 0000 • •• • • Y 'MIAMIDADE y delivering Excellence Every Day" MIAMI-DADE COUNTY REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to tplain to the owner the content of this form. The owner's initials in the designated space indicates that the item is been explained. Rr' 1.Aesthetics-workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane on�yl are for the purpose of providing that the roofing system meets the wind resistance and water intrusion ,rformance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. .esthetic issues such as color or architectural appearance,that are not part of a zoning code, should be addressed akd of the agreement between the owner and the contractor. 2.Renailing wood decks: When replacing roofing,the existing wood roof deck may have to be ;nai d in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida uil ing Code. (The roof deck is usually concealed prior to removing the existing roof system. "e" 3. Common roofs: Common roofs are those which have no visible delinea�betweep•neighbdtff$" nits i.e. townhouses, condominiums, etc.). In buildings with common roofs,the roofg contr'a+otolr"and/a>;..:. wner should notify the occupants of adjacent units of roofing work to be performed;;;;• 0. ;••••; •00.00 ... 0000 4. Exposed ceilings: Exposed, open beam ceilings are where the underside6 rod depking eW e ie om below. The owner may wish to maintain the architectural appearance; therefore, roofing nail—:* enetrations of the underside of the decking may not be acceptable. The owner proviM 4e optioAof *; • 0000.. i 15 g this appearance. . . 0000 0000. • . .. 5. Ponding water: The current roof system and/or deck of the building may not drai.A•Wel;and may aus i ater to pond(accumulate) in low-lying areas of the roof. Ponding can be an indication of structural istress and may require the review of a professional structural engineer. Ponding may shorten the life xpectancy and performance of the new roofing system. Ponding conditions may not be evident until the original oofing system is removed. Ponding conditions should be corrected. Q6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not eJed from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if iverflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance vith the requirements of Chapter 15 and 16 hereiUdind the Florida Building Code, Plumbing. T�;' 7.Ventilation: Most roof structures uld have some ability to vent natural airflow through the me of the structural assembly(the b '1 ' itself). The existing amount of attic ventilation shall not be educed. V Jwner's/Agent's Signature: Date: 'ontractor's Signature: Permit Number: ?roperty Address: i'0 Z t .3 s • sees • •• • Y • •••!•0 0000 es••:• • • • 0 •0.00• ••000: • • 0:000: see• ••:0• • sees •00000409• • • :sees• •0000: • i 00 • • • ••:s•• •0060• • • • • • • sees • of • • • t r'i � MIAMNW E MIAMI-DADE COUNTY c 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.go%,/economv GAF 1 Campus Drive Parsippany,NJ 07054 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Ruberoid®Modified Bitumen Roof System for Wood Delks..'. ••••;• LABELING: Each unit shall bear a permanent label with the manufacturer's name of;849 69city,stttt�• •••• • and following statement: "Miami-Dade County Product Control Approved",unless oditl 'e noted :....: herein. •••••• .... . ..... RENEWAL of this NOA shall be considered after a renewal application has been filed there •• •• been no change in the applicable building code negatively affecting the performance of tlfit produft. ••'•;• TERMINATION of this NOA will occur after the expiration date or if there has bean a revision or ....:. change in the materials,use,and/or manufacture of the product or process.Misuse of;his.N.OA as an endorsement of any product,for sales,advertising or any other purposes shall automat?c'hlly termiuNt:'. • 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 MIAMPDADE eouwTr Expiration Date: 11/06/18 JAPPROVED1 Approval Date: 11/05/15 Page 1 of 30 0000.. 0000.. 0000 .. 0000.. 0000 0000.. 0000.. 0000.. 0000.. 0000 0000. . 0000 0000.. 0000.. . .. .. 0000.. 0000.. .0000. . . 0000 .. APPROVED ASSEMBLIES Membrane Type: SBS Deck Type 1I: Wood,Insulated Deck Description: 19/32"or greater plywood or wood plank System Type A(1): Anchor sheet mechanically fastened,all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. Fire Barrier: FireOut'Fire Barrier Coating,VersaShield®Fire-Resistant Roof Deck Protection (optional) or Securock®Gypsum-Fiber Roof Board. Anchor sheet: GAFGLAS®#80 Ultima'Base Sheet,GAFGLAS®Stratavent®Eliminator Nailable Venting Base Sheet,Ruberoid®20,Ruberoid®SBS Heat-Weld'm Smooth or Ruberoid®SBS Heat-Weld'25 base sheet mechanically fastened to deck as described below. Fastening GAFGLAS®Ply 4,GAFGLAS®F1exPly"'6,GAFGLAS1175 Base Sh t or any Options: of above anchor sheets attached to deck with approved ann ar rm nails and tin caps at a fastener spacing of 9"o.c.at the lap staggered and in two rows 12" o.c.in the field. (Maximum Design Pressure—45 psf.See General Limitation#7) GAFGLAS®Ply 4,GAFGLAS®FlexPly'"6,GAFGLAS'#75 Base Sheet or any of above anchor sheets attached to deck with Drill-Tec' #12 Fastener,Drill-TecT" #14 Fastener or Drill-Tec"°XHD Fastener and Drill-Tec'3"Steel Plate,Dr4*14-6.:. Tec'AccuTrac®Flat Plate or Drill-Tec'AccuTraco Recessed fJ4 iistalle%I2" • o.c.in 3 rows. One row is in the 2"side lap. The other rows aw.e3c}uWly spat. .• 0 0 0 0 0 approximately 12"o.c.in the field of the sheet. 900:660 : • 000.. (Maximum Design Pressure—45 psf.See General Limitation 9"•• • 0000.. 0000 0 00000 GAFGLAS®FlexPly"'6,GAFGLAS®#75 Base Sheet or any o€above anchor 0 0;0 sheets attached to deck with approved annular ring shank nails imati!n caps of a 0 000000 fastener spacing of 9" o.c.at the 4"lap staggered and in two ro?AG(1,9.c. in the• • 0 0 0 0 000000 field. :00000 (Maximum Design Pressure 52.5 psf.See General Limitation#V- :0009: 00 0 0000 0 0 GAFGLAS4'#80 Ultima Base Sheet,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 anchor sheets attached to deck with Drill-Tec'#12 Fastener,Drill-Tec'#14 Fastener or Drill-TecT"XHD Fastener and Drill-Tec"" 3"Steel Plate,Drill-Tec""AccuTrac®Flat Plate or Drill-Tec" AccuTrac®Recessed Plate installed 12"o.c.in 4 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 9"o.c.in the field of the sheet. (Maximum Design Pressure—60 psf.See General Limitation#7) NOA No.: 14-1030.02 h�AMt•DADE COUNTY Expiration Date: 11/06/18 JAP... D Approval Date: 11/05/15 Page 8 of 30 0000.. ..0000 0000 .. 0000.. 0000 0000.. 0000.. 0000.. 0000 0.000. . . 0000. . 0000 0000.. 0000.. . .. .. 0000.. 0000.. 0000.. .00. . .0 . . Fastening Any of above anchor sheets attached to deck approved annular ring shank nails Options: and 3"inverted Drill-Tec"°insulation plates at a fastener spacing of 9" o.c.at the (Continued) 4"lap staggered in two rows 9"in the field. (Maximum Design Pressure—60 psf.See General Limitation#7) GAFGLAS®#75 Base Sheet or any of above anchor sheets attached to deck with Drill-Tec'#12 Fastener,Drill-Tee'#14 Fastener or Drill-Tec'XHD Fastener and Drill-Teo'3" Steel Plate,Drill-Tec'AccuTrac®Flat Plate or Drill-Tec'' AccuTrac®Recessed Plate installed 8"o.c.in 4 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 9"o.c.in the field of the Sheet. (Maximum Design Pressure—75 psf.See General Limitation#7) One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ff EnergyGuard Polyiso Insulation, nergyGuard""Polyiso RA Insulation, EnergyGuard olyiso RN Insula . n,EnergyGuard,RA Composite Polyiso Insulation Minimum 1"thic N/A N/A Structodek®High Density Fiber Board,EnergyGuard"Perlite Recover Board Minimum%"thick N/A N/A EnergyGuard"Perlite Roof Insulation Minimum%"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 fe. Please refer to Roofing Application 0 0 Standard RAS 117 for insulation attachment. Insulation listed as base layer only shill be us-00a •••• • only as base layers with a second layer of approved top layer insulation installed 40the fmal 0•••• •0 . 0000 0000.. membrane substrate. Composite insulation panels may be used as a top layer p th the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS®Str�t`�a000 e `• 000000 Eliminator Perforated Venting Base Sheet laid dry or a layer of EnergyGuard"s Periite Rom•••• 0 0.0• Insulation or wood fiber overlay board on all polyisocyanurate applications. 0 0,0 0, 0 , 000*0 • .00000 0. .. 0000.. Base Sheet: (Optional)Install one ply of GAFGLAS®#75 Base Sheet,GAFGLAS®#80 0 Ultima Base Sheet GAFGLAS®Ply 4,GAFGLAS F1exPl Tm 6,G`A;GLA6® • 0•00:0 0,0000 trata '"'Perforated Venting Base Sheet(laid ),jMieroid�Mop ;0 0 0 0: Smoo uberoid®20,Ruberoid SB eat- e m or RSjbetoi&SBS'. ' Heat-Weld'25 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. (See General Limitation#4). Ply Sheet: (Optional)One or more plies GAFGLAS1 Ply 4,GAFGLAS®F1exPly'"6, GAFGLAS®#80 Ultima Base Sheet,Ruberoid®Mop Smooth,Ruberoid®20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-401bs./s Membrane: One or more plies o Ruberoid®20 Ruberoid'30,Ruberoie EnergyCap7 30 FR SBS Membrane,Ru roid®30 Ruberoid®Mop Smooth,Ruberoid®Mop 170 FR,Ruberoid®Mop Gran e,RooflVlatch'""SBS Modified Granular,Ruberoid® Mop Plus,Ruberoid®Mop FR or Ruberoid®Dual FR fully adhered in an approved asphalt at an application rate of 251bJsq.t 15%. NOA No.: 14-1030.02 MIAM4DADE eounmr Expiration Date: 11/06/18 APPROVED1 Approval Date: 11/05/15 Page 9 of 30 0000.. • 0000 • •• • • •.0• 0000•• • :0006: • 0000.• 0000.• • • • • •006 0000.• • • 0000• • 0000 0000• • • 0000•. •.66.6 • • 0000.• • •• •• • • • 0000.• 0000.• • • • • • • . •• • 0000.• • • Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbsJsq.and 300 lbs./sq.respectively in a flood coat ed asphalt at 60 lb 2. CGL:ASa Mineral Surfaced Cap Shee,Tri-Ply®Mineral Surfaced Cap Sheet ® 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 Seal SB applied at 1 to1.5 gal./sq. Maximum Design Pressure: See Fastening Options .000.0 0 000000 .0 • 0000 • 0 0000.. 0000 0000.. 0000.. 0000 .00000 0 0 00000. 0000 . 0000. • ..:00: . . 00000 0000.. .. .. . 0000.0 0000.. 0 0 0 . . . . 000000 0000.. 0 . 0 . 0000.. •• . 0000 • • . 0 NOA No.: 14-1030.02 MIAMI DADe eounmr Expiration Date: 11/06/18 JAPPR0_VEDj ,J Approval Date: 11/05/15 Page 10 of 30 0000.. ..0000 0000 .. 0000.. 0000 0000.. 0000.. 0000.. 0000 00060• 0000. . 0000 0000.. 0*09* ..9... 0.9966 . 0 . . 0000.. 0000.9. 9.0. 0 .9 . . WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS®Ply 4 and GAFGLAS®FlexPlyTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum%"DensDeck®Roof Board or Y2"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 Roofmg Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.,or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt,panel size shall be 4'x 4'maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped.If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles,24" o.c.;or strip mopped 8" ribbons in three rows,one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6"break shall be placed every 12'in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbsJsq. Note: Spot attached systems shall be limited to a maximum design pressure of 45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F')value of 275 lbf.,as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested,are below 2751bf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchorlbase sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed UthiD. a specific system. Should the fastener resistance be less than that required,as determin*d by the •• • Building Oficial,a revised fastener spacing,prepared,signed and sealed by a Flggdq&egisteri j••• •••• • Engineer,Architect,or Registered Roof Consultant may be submitted. Said revise lAWner spacWg • shall utilize the withdrawal resistance value taken from Testing Application Standar&*TAS 1Q5•and :**so: calculations in compliance with Roofing Application Standard RAS 117. 00000 ••••• 7. Perimeter and comer areas shall comply with the enhanced uplift pressure requirdftfif4of thQ$p..:. 99:09 areas. Fastener densities shall be increased for both insulation and base sheet as cMilated in' "'•.' compliance with Roofing Application Standard RAS 117.Calculations prepared,sigh and sealed • by a Florida registered Professional Engineer,Registered Architect,or Registered Roof Consul wt+• • (When this limitation is specifically referred within this NOA,General Limitati8n:9 will it 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 comers 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 MwhaweCourmr Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 30 of 30 0000.. 0000.. 00000 .. 0000.. 0000 0000.. 60.00. ...6•• ••e• 0000.. 0066• . 0000 0.0.•. 0000.. . .. .. . • .••..• •...6. • • • • 6060•• • • • • • 6066 • e• • • • r • aa9F 69sfesataG RATCrrTIIt C CENT! IiOOf COVEMr,mTt:Ltdk1S(.IWRFU --Continued uOFILdG SYSTEMS(1G ) kOOf?s.5 SYSTEMS(TGFU)—Conrinuad muate composite, Phenolic any -is.d :t°Paty-ha SWal"thiol°Polyfeam Z51,of'FO lymam uthr cknt-composite, wood fiber/isocya mi � Sheet:Truce or snore layers Type G7'Ct+FGlas Ply a-or°GAEGIAS Ply One or rho apPaons'Gacoflrx UB-705W. aPPued at i o hot moppad- iprion or three apptirasioas,apptted 3-1/4 9alfSaf apply alien Surh.erngz Gra..eL loops;d mils). 1 gr. 12 2. oecb:C-15/32 edits, rood liber. 9 %aeofLex U"5'5efies(various ears),apple Vsq( lasulation (Optional): One or more layers P Indurc 1J2 fiber, isocyanvrate, th fibers teAS rate co pasha, phc oUc, brit �Jw or°Polrho Spetiar vrith•°PQ�yi9 l 251'or voiyiaam urethane Composite, min. thickness, G1°GAgLjj Ply 4'gl°6ANW rsd ollE Of No �pQpC�ollb"6dWitrec ua-7050°. applied at 1 Pay 5hret;Tnlce 9f more layers Type icat3on arthrt:e application,aPP�1-1/S gaV�aPPUGtkIn 64. mHs)_ 'Cap Sheet: One Layer G3°GAFG Mineral SareaCad &gyp$�'aR . 'Ga he,UA-6a-Series(vadous Colors).appued i S&V*q lis 3. o--`-NC eruce. wood fiber. glass lnsuradon (OpAonal): One or more {avers p Ltdiao:2 hoer, isocyanuratz, wechana, perue/isocyanurate com)orts. peri" toe or Toly-Ise SptdaT arith'Potyfaam 251°or'Polyroarn urethane composite,snood fiberfaacyanurate composite.PhsnQbc, 's in. mrtr. s 10 mds . P sheet:Twu or more layers TYPe 61'GAFGl�S Ply b`or'C si-atm:'Iy GacoSrlS-1000'.dPA0e4 at 1 gal/rj( dry ) y - "Gamflrs S-1a00°.applied acmo1 9wa asq(lU dN mfrs). Cap Shcd=nne lAyer-Type G3'cw%r-GLAs Mineral Surfaced Lap$heel. (foam ZS7°,or°Polyfnam 303°, any thickness. Q. acdc[tC Incline:1/2 °Gacsflrar Ure-Shield 7097".40 dry mils Insulatian: One or cryo layers°ISotnerm W, 'N11- Max, hat mop . tadinc,2-1/2 _ y Sheet Any UL Classified grave[surfaced Class A asphalt glass fiber ifoam 276,ams thickness - t systi ern. Gacuitca A- air,1--1J2 iWsq(14 dry milt)- 5, C-15/32 Itr6tine:1 'Gacafle�A-6209'series (various CQIR 1-vz sm/sq (1� + p Sheefi (Optional): Red rosin paper, nailad to declu h ai Sheet:One Layer of Typo 62°GAFGLAS 075 Base ShNf (Lissy M. �.- nailed). i_a PDA �G lla3A6 (L�) sly Sheer.Oneor more Levels of Type Gl°GAFGLJbS Pty 4°of GAPGUu Pty i �� Ga Sheer.One layer of Type G-3'WGLAS Mineral Surfaced Lip 5ne orp ode fed Base Slreee may be utilized as an c Mint:3 GX '°ashy►of the tuttaaing Caassificatioas. o Deur HC ming gypsum board or 1/4 in. thick (min) Georgia-Padfic a—Sheet:One layer of Type G2 GAFGLA.S 875 Bay Shdet". adayment board may be used in any 4wdsturg nancombustibta Ply Sheer.One of more layers of Type Gl-GRFGLAS Ply 8'at GAFGLAS Ply r OIL When this is dont the rPsulxing roofing system LDt • ':e over combustible(]5/32 in.min) root decks.The joints inp Sheat:line layer of Type G-3*QAFGLAS Hitm 1,Surfaced Cap Shed;'. q I and overiayment board are offset 6 in.with the joints in theIt C ISJ32 incuna:2 • ...... ane is part of Ute roof system. it must be placed below thesulation;One or more layers Persue,glass fiber,is4nmf*urethane, d f ••rd, dite/isoLyanutate compo�nte, periite/uretharie CoinD te. phen9jiG • • 1.O in. min (offset from plywood joints 6 in.). ••• 4 •••• •• ••• ALT FW SYSTEMS 13laI'tr HOT 800F1MG ASPHALT •••• a [c glass mat base sheet (°Crr►Ft,i LAS 873 Base Sheet') is a Aue Sheet:One or more layers of Type G3.62 or D.••••• • !t • • Membrane:One or more layers of'RuberaW Torch°(stnoar�l•ar granule), • :• •• for le Ga asphalt glass fiber ply sheds indiCGAcated LAS Pty k or "Ruberaid Torch Pl a (granule),°Rubwaid i�op'(smdtrfll ori ranine dto••• •• •• in lire Class ofA. 1I ar C roof systems indicant basely. � Tuteraid Map PWS°(granule). � MY fust!r` v*nC p ) P a M GZ asphalt glass mat vase Ca Shed:'GAftiLAS Mineral Surfaced Ca h9f Up&. :000:0 ••••• Suatavent (Nett[-ply) perfaratad' or GkF&IAS SlxatavanE a. - �C-15/32 �{��hge�' titahte decks°. Perforated to be mopped and nailabLa to be •• •• • *too** sehed gram.let ride down. Insulation (Optioaal): One or more Layers par itea Wr�lber Las . .• xe G2 asphalt grass mat base sheet CUffiLAS n75 Base Sheer fiver, isocyaaurote, urethane, petiite/isocyanurate 0pm pp • raverr6(!rear Pty)for WILMA decko mar be substituted For weUwpe composite, stood fiber/isocyatuarate CO 9464 p 1noi- ••i• •0000 • fiber ply sheet j°GAFGLAs Ply 4•-or' K6AS Ply 6') as the thickness. • • • it • • 1 d'r+r°hoarto9 systems. 9aae Shed=TWO or more layers of Type 62 or G3. e••e i e e•�•• �••••� I sheet stay be soda moppj.spot mopped or mechanically Pty Sheet (Optionat):One or more layers of Type Ga. .A inaieat Ftembrana.One or more layers of-Ruberoid Tarch'(smooth or granule3,* aft insulations tai_ be hot mapped or mechanically -Ruberoid Tofch Plus"(granule),°ltuberoid Mop°(smoofii or rpnule) at � °ar_`Rubereid`may be used int flashi in °Ruberoid Mop Plus°(granule). ��� y ng eery of the Gass Sap Sheet"GAFGI AS klineral Surfaced soap Sheat`r, hat mappod. d x416padurs; i��ft °GAREAP PE1ALI1"EW at any 1, Nick C-15132 S&isb l� o pr 'sea are suiMble Indene: Wt ted alternates for gravel in any of the Class A, Insulation (flptfonat): One or trate layers Partite. wood fi�4 9�sa of fiber isocyanurate, urethane, p teAocyanurate compasit% pRee teJ It filter hung units are corrsidwed suitable to he ineltuied urethane composite, wood frber/isocyanurate eampo5itg, ph 80 9 0AU A. 8 or C systems Listed over C--35/32 cL kG thickness anytm n- board under any the fotlourinJ Class A.8 or C systems y Sheet Two or more Layers of Type G1°GAFGIAS Pty a ar°GAFGlAS I effect the rating.The use of 1/2 t,min gypsum board is y 6- rr►ate for insutadfin over C-15132 decks, sap Sheet:Type G3'GAFGLAS ldineralSurfaced Cap Sheeta,hot Mapped. ss Ey�ene fi"ladGn hoard beUveen Iain 3/4 (tL 2. Deck C-15/32e/ )sill paper (pulite/rq� / � board kdfm 3-1/2 paper/pal ys�Itene/perlite) is a Imulatfon (0paional): One or more laer, DY far m mild in the fall9tifliig lis A. or !: fiber, is- 'Yanurate, urethane, pal /iS cyail�t e50mpslsi% p -las% :rm RA °GI+FUP T thickness.urethane amposite, woad fiberhsoryanufase WI®PDSI�r phen9k my at b�SIlt}581L1tP$d far a ai°�ered Esothecm RA' and °GAFTEhiP atioas not ttcyanuc•te insulation in any of the Base Shen:[:Tsyo or mote layers of Type G1,G2 or G3. ^)r Membrana:One or more Layers Of'Ruberoid Torctf°(Smooth Ar gtanule, or LLaSs A.$bpd C. _'Ruberoid Torch PLue(granule, ) alt,for use with organic and glass fetta or modified bitumen 'Rubewid rdop Plus°(granule) °RuberAid Abp"(math®r gate) of Ctas.A Cap sheer;'GAFGLAS Mineral,Sutiaced Cap Sheet-.has mopped. ClawC L B-ca:C-15/32