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RF-14-1573Miami Shores Village��� Building Department JuL as ao'4 by . `'�a• 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 - b' Tel: (305) 795-2204 Fax: (305) 756-8972 - - --- ��INSPECTION LINE PHONE NUMBER: (30S) 762-4949 FBC 20 10 BUILDING `<' Master Permit No. D�--B -7 PERMIT APPLiCiP11 Sub.Permit No. ❑ BUILDING ELECTRIC ` 0 ROOFING ❑ REVISION EXTENSION ❑ RENEWAL PLUMBING ❑ MECHANICAL F7 PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 442 N E 103 ST City Miami Shores County Miami Dade Zip: Folio/Parcel#: 11-3206-017-0740 Is the Building Historically Designated: Yes NO X Occupancy Type: Load: Construction Type: CBS Flood Zone: No BFE: FFE: OWNER: Name (Fee Simple Titleholder): AETERNA CAPITAL GREATER MIAMI Phone#-3®!r-Y5Ta,2 9,6 Address: 3511 Royal Palm Avenue City. Coconut Grove State: FL zip: 33133 Tenant/Lessee Name: Phone#: Email: - CONTRACTOR: Company Name: 4' / 0 n 0® Phone#: �� Arldracc• ?b !J®>< A 7 City: r_Q Qualifier Name: j;r3a' ' I®� Zip:3 ® 6 i Phone#: State Certification or Registration #: CCC / 3 02 ?a0 l 7 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address City: State: �Zip: Value of Work for this Permit: $� �� Square/Linear Footage of Work:J Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Replace ❑ Demolition /1 / ld� n 9h Description Work: r' r �j �O z Specify color of color thru tile: Submittal Fee $ d _ - Permit Fee $ Scanning Fee $ Radon Fee $ CCF $ CO/CC $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Zip 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 commented 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also, a certified copy of the recorded notice of commencement must be posted at the job site for the flrst inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before' me this day of 20 % 7` , by afi'�4� ;- rye St , who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sion: �iri_ rte Ptint_ Seal: a e M ' &BNtaktkelt�P**���* APPROVED BY (Revised02/24/2014) 0; OTARY +.fJ .a !Z as Signature CONTRACTOR The foregoing instrument was acknowledged before me this day of .20 Q by i whhotis�personally known to me or who has produced l)6 �LJ -7 [qL I ?�� as �® C Identification and who did take an oath. NOTARY PUBLIC: Joanna M Fel �� Of o Fl0"de Seal: WNW My commission FF Qe2753 am, - s oz/r2fole 7*F l�tOjl lit �i�*$�*�*f�t9g�t7�7�17�t1R7jt$l�l��$��'Q!**��7R���li�$*769*�����**1h�*1k���1Y�*s<�$711 f Pals Examiner Zoning Structural Review Clerk Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LICENCES B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE* D. COPY OF WORKERS COMPENSATION INSURANCE* IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT B. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. C. COPY OF LIABILITY INSURACE* D. COPY OF WORKERS COMPENSATION INSURANCE* *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Certificate must specify the description of operations or contractor license number. BUSINESS NAME:f /%.- a 4 i 0 A /�� �S 'o� 9 (!!�o oz*A IF4 7 / BUSINESS ADDRESS: LO `7 F5 CITY L G�� a4l STATE — ZIP CODE ,lo BUSINESS PHONE: 4Y) %K YaW FAX NUMBER n-) 5 .32 e ) 1 9 CELL PHONE ( ) QUALIFIER'S NAME:,,'/' Q s10 n OC A14--1 y QUALIFIER'S LIC NUMBER: C c C ( 3 02 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895 — 954-831-4000 VALID OCTOBER 1, 2013 THROUGH SEPTEMBER 30, 2014 DBA: Business Name: CHAMPION ROOFING COMPANY Owner Name: JASON AARON DOHERTY Business Location: 3036 SW 10 ST FT LAUDERDALE Business Phone: 9 5 4 - 9 14 - 8 3 9 2 Receipt #:185-1304 ROOFING/SHEET METAL Business Type: (CERTIFIED ROOFING Business Opened:12/28/2005 State/County/Cert/ Reg :CCC 13 2 7 017 Exemption Code: Rooms Seats Employees Machines Professionals 1 For Vending Business Only Number of Machined ve..ati.... r....e. Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0.00 5.40 0.00 25.00 57.40 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non -regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: JASON AARON DOHERTY P 0 BOX 1795 POMPANO BEACH, FL 33061 2013 -2014 Receipt #03A-13-00003929 Paid 12/30/2013 57.40 * * CEIMFICATE OF EMON TO BE UZAPT FROM FLORIDA WORKM COWMATIOPI LAW * * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be. exempt from Florida Workers' Compensation law. EXPIRATION N DATE: 03/0712016 FEIN: 510487776 BUSINESS NAME AND SSe CHAMPION ROOFING COMPANY 3036 S.W. 10 STREET FT LAUDERDALE FL 33312 SCOPES OF BUSINESS OR TRADE 1- CERTIFIED ROOFING CONTRACTOR IMPORT W- Pursuant to Chapter 440 . 05(14), F.S., an officer of a corporation Who alerts exemption from this chapter by filing a certificate of election osdar this section may met recover benefits or compensation under this chapter. Purim to Chapter 440.05112!, F.S., Cmtlficotes of election to he exempt-- apply +ply within the scope of the business ar trade listed 00 the mice of election to be exempt Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and carts icates of election to be exempt shall be Subject to revocation it at any time after the filing of the notice or the issuance of the certificate, the parson an the notice or certificate on longer uresis the retieirememts of this section for issuance at a certificate_ The department shall reveBe a certificate at any time for Failure of the perm named as the certificate to most the re"iremeats of this SsWun_ DbVC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01-11 0t1ESTIONS? (850) 413-160 t s s .4 r Miami shores Village Building Department 90050 N.E.2nd Avenge Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner - Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage ander Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any contraction project prior to obtaining a building permit. Pursuant to the Florida. Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporation. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company. Therefore. you may be personally liable for the worker compensation iniuries of my person allowed to work t0ftMw&,kkQ check with your insurance carrier since most property insurance policies DO NOT cover this type BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE CONTENTS. Owner PA Print Name: ` A T A l c 1 Pt �v (� {a �s T print Nam Signature: P � Signature: Nava. j► - State of 1 CLIC. County of Sworn topnd subscribed before me qs p�.�e� \p �H'„q "'•,, day of, 20 .•` �'��:••"''••O(,+�''•. •"9 By P&A � 4' VVL9, fi �TARy ;9 (SEAL) 04M//- / / !N 00 koAV - ro ?t NO�ry Public Stat® of Florida Joanna tui Felicia M n,o� ITS °01 a Contractors 1--�Sft m State of Florida ) a & 13 County of Miami -Dade) Sworn subscribed before me day of , 20 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 fam (305) 7S6-8972 INSPECr(ON LINE PHONE NUMBER: (305) 762-4949 AUA 4,2014 BUILDING'"' Master Permlit No. �ZF-7 - S 73 PERMIT APPUcAtIONL� . Sub Permit No. ❑BUIL@ING ❑,LECTRtC ROOFING. REVISION,, ❑ EXTENSION ❑RENEWAL ❑PLUM61NG; ❑ MECHANICAL []PUBLIC WORKS [] CHANGE OF ❑ CANCELLATION ❑ SHOP �/t�r, / CONTRACTOR DRAWINGS J� ADDRESS: r i 72 City Mimio City Miami Dade Zip: lo4d/Paroef9:1 I Wy b-0/ 7 - p 7 q .t7 s the BuNdivig Historically Designated: res NO Occupancy Type: Load: ConstruceonTy� `Flood Zone: BFE: FFE: • Tv `= - ` OWNER: Name (Fee Simple Titleholder):c/ { Address: 3S l /` oy. / �in z, jec, City: 0 A cop � it?" AV< State: JOC� -zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Cx kb'52,e2_ /t5 C 4a ,Phone#: Address:, City: Quali State gyp:d DESIGNER: Archltect/Englneer Phone#: Value of Work for this Permit: Type of Worm ❑ Addition ElnAlteration Description of Wbrio ! f?6 Specify colorof color thm dle:__.0 Mm -city. State: uZip Square/Unea;4;Replace work: .• T ❑ New [] Dimolltlon 3 Submittal Fee $ Permit Fee $ a CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Eduardon Fee $ Double fee $ Structural RevWws $ (RevisedOZ/24/2014) Bond $ _ TOTAL FEE NOW DUO Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage lender's Address City State Zip Application Is hereby made to obtain a permit to do the work and installations as Indicated. I certify that no work or installation has commenced prior to the, Issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction In this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise In good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subJect to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the buliding permit is issued In the absence of such posted rmdae, the inspection will not be approved undo reinspection fee will be charged Signature OWNER or AGENT The foregoing instrument was acknowledged before me this 3 J 3fiday of J VA—LA .20 , by C to a ra-S . who is personally knoiirn to me or who has produced as Identification and who did take an oath. NOTARY PUBLIC: Print: Seal: .7. 1A.. PUS00 APPROVED OL- G 'V 12,111 Z©l ( _ day of I -Q k , 20 . by J"Ly'*4 V(--$-K23`who is personally known to me or who has produced fit" '--Xz+VR'." as Identification and who did take an oath. NOTARY PUBLIC: .�`���`S $i(V Sign: Print: 9 Seal: ��is...0� I1111111100 ('"Plans Examiner Structural Review (keviseWV24/2Q14) Zoning Clerk z .1 r :f RECEWED A '1',P 2014 1 i R- i Imo. iFlorida Building Coft Edtrovr i ■ ' ' °"so VZone Uniform P Fon. • section A General information) • Master Permit No. Z E2=L4Z ®1 5" ? -3 Process No. Contractor's Name ' i Job Address HURRICANE ZONES ROOF CATEGORY Low Slope� ❑ Mechanically Fastened Tile MOrtadAdhesive Set Tile . Asphaltic ❑ Metal Panel/Shingles Shingles ❑Wood Shingles/Shakes ❑ Prescriptive SUR -RAS 150 xn ROOF TYPE New Roof ❑ Reroofing ❑ Recovering,alrePair ❑Maintenance ROOF SYSTEM INFORMATION Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) Section B (Roof Plant etch Roof Plan: Illustrate all levels and sections,- roof drains,scu 'piers, overflow scuppers and overflow drains. Include dimens ns of sections and levels, clearly [den dimensions of elevated pros ure zo an location ofpornPets. 7'. ;J - X. ■ ,,a i _ ; ■ \ `i' gam• °,� , w r x W 5 Q � LU o d• � z z U z < Cr o t— LU ;o w o tz Z- N ® j M i z 5 < v~ HURRICANE ZONES ROOF CATEGORY Low Slope� ❑ Mechanically Fastened Tile MOrtadAdhesive Set Tile . Asphaltic ❑ Metal Panel/Shingles Shingles ❑Wood Shingles/Shakes ❑ Prescriptive SUR -RAS 150 xn ROOF TYPE New Roof ❑ Reroofing ❑ Recovering,alrePair ❑Maintenance ROOF SYSTEM INFORMATION Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) Section B (Roof Plant etch Roof Plan: Illustrate all levels and sections,- roof drains,scu 'piers, overflow scuppers and overflow drains. Include dimens ns of sections and levels, clearly [den dimensions of elevated pros ure zo an location ofpornPets. 7'. ;J - X. ■ ,,a i _ ; ■ \ `i' gam• °,� , HIGH-VELOCnY HURRICANE ZONES Florida Building Code Edition 2010 Section D (Steen Slowed Roof Svstem Roof System Manufacturer: Product Approval Number.. Minimum Design Wind Pressures, If Applicable (From RAo 427 or Calculations): P1: P2: PA. Maximum Design Pressure Product Approval Specific System: Method of the attachrnantt SteeD Slope Roof S4stem Deseri tion Deck Type: LAJ 0® ype Underlayment: Roof Slope: -3 0 Insulation: 12 Fire Barder: Ridge Ventilatic ? Fastener Type & Spacing: dhesive Type f - Mean Roof Height:______�� Cap Covering: Type & size Drip - dge: �1���2-e1 HI(L44ELOCRY HURRICANE ZONES Florida Building Code Edition 2010 Section E (Tile Calculations) For Moment based file systems, choose either Method 1 or 2. Compared the values for Al, with the values from Mf If the Mt values are greater than or equal to the Mr values, for each area of the roof, then the the attachment method is acceptable Method I "Moment Based Tile Calculations Per RAS 127" (Pt: x ;L =.� } — ?4; M,,,Product Approval M r (1113: x _ �) — Mi = M,2 Product Approval M, (P3: x x = +j — M; Md_ Product Approval M, Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M,) From Table Below Product Approval Mr *Must be used In conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for F,. If the F values are greater than or equal to the F, values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P,:_xl• x w:=^I—W: "x cos 0.•_= Fri: F (P2: _ x 1: _ = a w: _ �) r 1D.1r: x cos ®: _ = Fr2: P, (P3: _if: ^, fl x W: =.rW: ,_J: cos 0. _ = F/3: M, Required Moment Reslatance" Description Symbol Wenn RootNOW Root Slope 15' 2W 25' 30' 4t1' 2.12 34.4 36.5 38.2 39.7 42.2 3.12 32.2 34A 36.0 37A 39.8 412 30A 32.2 33.8 36.1 37.3 5:12 28.4 .1 31.8 32.8 34.8 ' 6:12 26A 20.0 29A 30.6 32.4 7:12 24.4 25.9 2711 1 28.2 30.0 *Must be used In conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for F,. If the F values are greater than or equal to the F, values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P,:_xl• x w:=^I—W: "x cos 0.•_= Fri: F (P2: _ x 1: _ = a w: _ �) r 1D.1r: x cos ®: _ = Fr2: P, (P3: _if: ^, fl x W: =.rW: ,_J: cos 0. _ = F/3: Where to Obtain Information Description Symbol Where to find Design Pressure Pl or P2 or P3 RAS 127 Tabk 1 or by an taim 1% analysis prepared by PE tossed on ASCE 7 Mean Roof WeW It!ob Sha Roof Slope B Job She A c M lief )' ProftdAyowd RfttD'ir49MwAcddft to Gravity A Prodaot A1UdmnentResis%ttce Mr hadudAniowl red MonxuResisutax Calculated Mirtimmn Atte mtm Resistance r Pte" Rc4Wmd Uplift Resistance F Calculated Avimp Tile Wei W Prodo�Approyal Tile Dimemions I- length r%iddt Pm" Approval All Wculatiem must be submitted to the Mding Oliicial at the On Ofpwmh applicalm Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 7' / - l Y 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: AETERNA CAPITAL GREATER MIAMI REAL ESTATE FUND LLC Property Address: 442 NE 103 ST, Miami Shores, Florida 33138 Roofing Permit Number: Dear Building Official: 9 I % c 6G ��%fir certify that I am not required to retrofit the roof to wall connections of my building because: e The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Signature State of Florida County of Dade P?tT2,cr1i rorzP-6sl Print Name The undersigned, being the first duly swom, deposed says that he/she is the owner for the abo 2.WQWe- rty mentioned. Swornto and subscribed before me this day ofl'`� a•�'`� H. ROCS.,,$ Notary Public, Sate of AeWa at Large �- • When the just valuation of the structure for pure of ad vabrem taxation is equal to or more than$300,000.G0, and the buildiAig.'�(bt;or�stru rror a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Midgator%!q�,0__ VER '0 15-10 Revd on 51211M u Champion Roofing Company P.O. Box 1795 Pompano Beach, FL 33061 954-914-8392 Fax 954-533-8719 Jason.Championroofing@gmail.com CCC 13 01 Proposal Aeterna Capital 442 NE 103 St Miami Shores Date: 7-7-14 Scope of Work 1. Tear -off rear flat roof including one to two rows of tiles on pitched roof at tie in down to decking. 2. Re -nail decking to code. 3. Mechanically fasten one # 75 base sheet. 4. Prime and install new R3 drip edge around perimeter. 5. Install in hot asphalt one inter -ply of fiberglass and one white granulated cap sheet granulating all seams. 6. Prime and install new 3" lead stack. 7. Install new tiles to tie in on the pitched roof. Five year warranty on flat roof Contract Price includes all roof material, all labor, and all clean up. Contract price does not include cost of permit. Contract sum of: $ 3,500.00 Payment is as follows: 1/3 deposit 1/3 upon permit and balance due upon completion. Cust igna�uo e� Date: Com ny epr entative: all t4, 201Y Date: � - � G,- I ('� Miami Shores Village APPROVED DY DATE ?�rJl6\9G, DEPT BLDG DEPT SUf,*JE CT TO COMPLIANCE WITH ALL FEDERAL rarr_n1\rn cni INTY Fit II FS AND RFGULATIONS Section A (General Infonnat_ ion) Master Permit No. Process N Contractor's Name Q CAAf Job Address iPJ'.. Low Slope ❑ Asphaltic Shingles ❑ New Roof ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tile ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes ❑ Prescriptive BUR -RAS iso ROOF TYPE Reroofing ❑ Recovering ❑ Repair ROOF SYSTEM INFORMATION ❑ Maintenance Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) �S0 Section B (Roof Plan) 0.00 Sketch Roof Plan: Illustrate all levels and sections, roof drains, scup&rs,'hverflow • • • • scuppers and overflow drains. include dimensions of sections and le9Ais.•clearfv•. en dimensions o elevated pressure zones and ovation of . ara ts..00• 00 , ,4 good Owes 0000••• 1 i t i .17 _ .•g• .a-. ,.. •000 • •0• 0000• 0000•• • • • 0000•• 0000•• HIGWVELOCITY HURRICANE ZONES Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Slope Application) Fill in Specific Roof Assembly Components Fastener Spacing for Anchor/Base Sheet and Identify Manufacturer Attachment (If a component Is not used, ident as `NA) Field: ° oc @Lap, #Rows @ " System Manufacturer. a. Perimeter: „C° oc @ Lap, # Rows ! @ oc 7 — s NOA No.: Q Comer. ° oc @Lap. #Rows @ oc Design Wind Pressures, From RAS 128/or'�Calculations: Max. Design Pressure, From the Specific NOAH System: Deck: Type, �( Gaugerbirkness• t Slope: l9 C9 I—,— Anchor/Base —, Anchor/Base Sheet & No. of Ply(s): Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer. Base Insulation Size and Thickness: Base insulation Fastener/Bonding Material: Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material. Base Sheet(s) & No. of Ply(s):__ ( 'e I-, Number of Fasteners Per insulation Board Field Perimeter Corner Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. I do icate: Mean . Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply vyith RAS 111 and Chapter 16. Ba Set Fastener nding erial: r � f Ply Sheet(s) & No. of Ply(s): tv Ply Sheet Fastener/Bonding Material: A0Ird Top Ply 'i(� C Top Ply Fastener/ Bonding Material: O� Surfacing: • • e •1 . • •• • I;Reef •Melght SECTION RMIS HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R440M3.1 Strops. As it perms to the section, it is the responsibility of nefutg contractor to provide the owner with the mqu!W roofing permit, and to explain to the owner the content of the stomion. The provisions of Section R4402 govern the minimum requirements and standards of the industry for ro *V system installations. Additionally, the tDowing Ilems should be addressed as part of the agreement between the owner ant ft contractor. The ow pees initial in the designated space Indicates that the item has been explained. i. Aesthetics-Wortmv=hip: the workmanship provisions of motion R4402 are for the purpose of providing that the reef system meets the mdnd resistance and water instruction performance standards. Aesitiehcs (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color -or amhkecturdf appearance, that are not part of a zoning code, should be addressed as part of the agreement Mmn to owner and the contractor. Z .f")- RenailinS w oW docks: When replacing roofing, to existing wood roof deck may have to be renrailed in accordance with the current provisions of Section R4403. (Tse roof deck is molly concealed prior to reeving the e)lating r(f system). 3. ,,Common roofs: Common roofs are those which have no visible delineation between neighboring units (Le., bwftuses, condominiums, etc.) In buildings with common roots, the roofing contractor ardor owner should notify the occupants of adjacent units of rod% tole perbM ed. 4. _Exposed Celbing: Exposed, open beam ceilings are where 1 e underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, thereforemlirrg rd penetratiort of the underside of the decking may not to acceptable. This provides•ttte pption of'hz kdrdng tie6 6 : - appearance. • ' • 666666 66 006000 5. . .._Ponding water The current roof system and/or deck of the building snaptit drain wel and may; ..... cause water to pond (a=imulab) in low-lying areae of the roof. Pounding can b&M �on o� d and may require the review of a professional structural engineer. Po 0 8 0 6 • 080604, expectancy and performance of the new theft s urs gtta evideDthe�% • • 6 •: ng system. Pounding conditions may tit � evr�t G�'the 6 original roofing system is removed. Pounding conditions should be comicled. • 0000.. 0000.. S. Ovetflow soppers (wall outlets): It is required that rainwaterflowspff wti>at goof is not : • • • • ovedoaded from a buildup of water. Penmeterledge wall or other ref extension majr'bl A this q 'barge t • overnow scuppers (wall outlets) are not provided. It may be necessary to tnsM overflow scuppers in aaxxrdanc a with the requirements of motions 84402, R4403 and R4413. T. LL Ventilation: Most roof Structures should have some abitityto vent natrxal airtbw►through to interior of to structure assembly (the building itsA. The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service Gfe of the roof. x Pa" 4 7 OwnerlAger>ps Signature Bate Revue! on 7FJM LD Co ' RatUfe Data w MIAMI -DARE COUNTY i AMhDiADE PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv GAF 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up 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 bma no change in the applicable building code negatively affecting the performance of this product. • • • • 0000 • •. •.. TERMINATION of this NOA will occur after the expiration date or if there has beer a revision or chfte in T$0. • • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an ev.49;sement gf any prodlatiq -.: e for sales, advertising or any other purposes shall automatically terminate this NOA. Failut%tAgdmply:vile lay secg9q . • 0000.. of this NOA shall be cause for termination and removal of NOA. .. • • • • •. .. .. . .. 000000 ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, fleft and followed by thee expiration date may be displayed in advertising literature. If any portion of the NOA is di%played, them jl,� l be done• • - . . 0 in its entirety. • • • • i :000 :... • ..i. 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 NCA -revises and renews NOA No. 0-1111.0 consists of pages I through, 17.. - The submitted documentation was reviewed by Juan E. Collao, R.A. NOA No.: 13-0424.09 M APPROVED Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 1 of 17 ROOFING SYSTEM APPROVAL Category: Roofmg Sub -Category BUR Material: Fiberglass Deck Type: Wood Maximum Design Pressure: -75 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description GAFGLAS® #75 Base 39.37' (1 meter) ASTM D 4601 Type II asphalt impregnated and coated glass mat Sheet Wide base sheet. GAFGLAS® #80 Ultima 39.37' (1 meter) ASTM D 4601 Type II asphalt impregnated and coated, fiberglass Base Sheet Wide base sheet. GAFGLAS® F1exPly 6 39.37' (1 meter) ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt Wide coating. GAFGLAS® Ply 4 39.37' (1 meter) ASTM D 2178 Type IV asphalt impregnated glass felt with asphalt Wide coating. GAFGLAS® Mineral 39.37' (1 meter) ASTM D 3909 Asphalt coated, glass fiber mat cap sheet surfaced Surfaced Cap Sheet Wide with mineral granules. GAFGLAS®EnergyCapTm 39.37' (1 meter) ASTM D3909 Asphalt coated, glass fiber mat cap sheet surfaced BUR Mineral Surface wide with mineral granules with factory applied Cap Sheet EnergyCote GAFGLAS® Stratavene 39.37' (1 meter) ASTM D 4897 .... Fiberglass base sheet coated on both siduawith ...... Eliminator" Perforated Wide asphalt. Surfaced on the bAom side"kh gZ neral • Venting Base Sheet granules embedded in a3ftlit coating w41 factory• • • • perforations. """ • GAFGLAS® Stratavene 39.37' (1 meter) ASTM D 4897 A nailable, fiberglass base sheet impiejm*e*d and••••• Eliminator'm Nailable Wide coated on both sides wit VpWt. St41gced•on th@ • • • • • Venting Base Sheet bottom side with mineral'gr'�ilules eiAbedded in 489906asphaltic coating. •: Ruberoid® SBS Heat- 39.37' (1 meter) ASTM D 6164 . . . . ...... Non -Woven Polyester nsat qd'ated with polymer- ;....; Weld's Smooth Wide modified asphalt and smooth slirfaced.:"' ' •.•• Ruberoid® SBS Heat- 39.37' (1 meter) ASTM D 6164 Non -Woven Polyester mat coated with polymer- Weld7 25 Wide modified asphalt and smooth surfaced. Ruberoid® 20 39.37' (1 meter) ASTM D 6163 SBS modified asphalt base sheet reinforce with a Wide glass fiber mat. NOA No.: 13-0424.09 APPROVED MIAMFDADE COUNTY Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 2 of 17 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: 0006 ...... TABLE 1 GAF. • .. Test Product Product Dimensions Specification Description Ruberoide Mop Smooth 39.37' (1 meter) ASTM D 6164 Non -woven polyester mat coated with polymer - wide modified asphalt and smooth surfaced. Fire0utT" Fire Barrier 5, 55 gallons Proprietary Low VOC, water based fire barrier coating. Coating ..•.• VersaShieie Fire 350 sq ft. roll ASTM D 226 Non -Asphaltic Fiberglass -Based Underlayment. Resistant Roof Deck • Protection Topcoat® Surface Seal 5 gallons ASTM D 6083 Solvent based sprayable thermoplastic rubber SB 0000•• sealant designed to protect and restore aged roof • • • • • surfaces and to increase a roofs reflectivity. APPROVED INSULATIONS: Product Name EnergyGuard7 Polyiso Insulation TABLE 2 Product Description Polyisocyanurate foam insulation EnergyGuar(r RA Polyiso Insulation Polyisocyanurate foam insulation EnergyGuard7 RN Polyiso Insulation Polyisocyanurate foam insulation EnergyGuard7 Perlite Roof Insulation Perlite insulation board. EnergyGuardTM Perlite Recover Board Perlite recover board EnergyGuare RA Composite Polyiso Polyisocyanurate foam insulation with high Insulation density fiberboard or Permalite perlite insulation Securock® Gypsum -Fiber Roof Board Gypsum roof board Structodeke High Density Fiber Board High density fiber board Manufacturer (With Current NOA) GAF GAF GAF GAF GA•S• • • . . 0006 ...... GAF. • .. 6•s••• .. ••6••• •••6•• 00 '.. aG Co4m%ti8n ..•.• BMd AMdge FiRcaBdard, Inc.• • • • • 0000•• • • • • • NOA No.: 13-0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 3 of 17 APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOM 1. Drill -Teem #12 Fastener Insulation fastener for steel, various GAF wood & concrete decks. 2. Drill-Tec #14 Fastener Insulation fastener for steel, various GAF wood & concrete decks. 3. Drill -Teem XHD Fastener Carbon steel extra heavy duty Various GAF fastener used in steel decks. 4. Drill -Teem ASAP 3S Drill -Teem #12 Fastener Various GAF with Drill-TecTM 3" Standard Steel Plate 5. Drill -Teem 3" Steel Plate Round galvalume stress plate 3" round GAF used with Drill -Tec" fasteners. 6. Drill -Teem 3" Standard Steel Round galvalume plated steel 3" round GAF Plate stress plate with reinforced ribs for use with Drill -Teem fasteners. 7. Drill-TecT" AccuTrae Flat AZ -SS aluminized steel plate 3" square GAF Plate for use with Drill -Teem #12 Fastener, Drill -Tec"" #14 Fastener and Drill-TecTm # 15 Fastener. 8. Drill -Teem AccuTrac® Galvalume Steel plate for use 3" square GAF Recessed Plate with Drill -Teo"` fasteners. 0000 . . 0000 0000.. 0000.. 00000: 0000 .. 0000 . .. 0000. 0000.. •0 . 00000 00 00 . .. 0*00:* 0000.. • 0000.. 000000 .. 0000.. .. 0000 NOA No.: 13-0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 4 of 17 EVIDENCE SUBMITTED: Test Agency Test Identifier Description Date Factory Mutual Research Corp. J.I.2B8A4.AM 4470 07/02/97 ...... J.1.3B9Q1.AM 4470 01/08/98 J.I.ODOA8.AM 4470 07/09/99 J.I.ODIA8.AM 4470 - TAS 114 07/29/94 J.I.OY9Q5.AM 4470 - TAS 114 04/01/98 3029832 4470 - TAS 114 05/11/07 PRI Asphalt Technologies, Inc. GAF -084-02-01 ASTM D 6083 05/09/06 GAF -314-02-01 ASTM D 2178 08/23/11 .... GAF -315-02-01 ASTM D 2178 08/23/11 GAF-276-02-01Rev ASTM D 6083 12/16/10 ..... GAF -276-02-02 ASTM D 226 11/15/10 ***Goo. GAF -270-02-02 ASTM D 226 11/15/10 IRT of S. Fl. 02-005 TAS 114 01/18/02 02-014 TAS 114 03/22/02 Trinity I ERD G6850.08.07-1 ASTM D 3909 08/13/07 G34140.04.11-4 ASTM D 6401 04/25/11 G30250.02.10 -3 -RI ASTM D 3909 11/26/12 G34140.04.11-5 ASTM D 4897 04/25/11 G34140.04.11 -5-R1 ASTM D 4897 10/18/13 G34140.04.11-2 ASTM D 6163 04/25/11 NOA No.: 13-0424.09 _I APPR;VEDI CouPlrr Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 5 of 17 . . .... ...... .... . .. ..... ...... .. . ..... ***Goo. .. ...... .••••. . . . . ..••.. NOA No.: 13-0424.09 _I APPR;VEDI CouPlrr Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 5 of 17 APPROVED ASSEMBLIES Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank System Type A: Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ftp EnergyGuardTM Polyiso Insulation, EnergyGuardTM RA Polyiso Insulation, EnergyGuardTM RA Composite Polyiso Insulation Minimum 1" thick N/A N/A EnergyGuardTM Perlite Recover Board Minimum %" thick EnergyGuardTM Perlite Roof Insulation Minimum %" thick N/A N/A 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 f.e. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS' Stratavent' EliminatorTM Perforated Venting Base Sheet laid dry or a layer of EnergyGuardTM Perlite Roof Insulation or wood fiber overlay board on all isocyanurate applications. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShiele Fire -Resistant Roof Deck Protection or (optional) Securock® Gypsum Fiber Roof Board. Anchor sheet: GAFGLAS #80 UltimaTM Base Sheet, GAFGLAS@ Stratavente U �Anatorrm ma*soilable Venting Base Sheet, Ruberoid' 20; Ruberoid' SBS Heat-WeldTM��99i or Rubergir ....; Heat-WeldTM 25 base sheet mechanically fastened as described be gV.. . Fastening Options: GAFGLAS' Ply 4, GAFGLAS' Flex P1yTM 6, GAFGLAS' #75Ba* a Meet or py�ofiabove„ anchor sheets attached to deck with approved annular ring shank ggjL%4qd tin raps Et a ..;..' fastener spacing of 9" o.c. at the lap staggered and in two rows 12" O.r. i the field..' *a**** (Maximum Design Pressure -45 psf, See General Limitation #7}..... GAFGLAS' Ply 4, GAFGLAS' FlexPl TM 6 GAFGLAS' #75 B;e S eet or jyaf Above. . anchor sheets attached to deck with Drill-Tedrm #12 Fastener, Dri%Tedv #14 Faotoraer and Drill-TecTM 3" Steel Plate, Drill-TecTM AccuTrac' Flat Plate or Drill-TecTM Aeou'Frac' Recessed Plate 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) NOA No.: 13-0424.09 �APPR; COUNTY Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 6 of 17 GAFGLAS® F1exP1yTM 6, GAFGLASO #75 Base Sheet or any of above anchor 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 UltimaTM Base Sheet, Ruberoie 20, Ruberoid® Mop Smooth, base sheet attached to deck with approved 1'/a" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with Drill- TecTM #12 Fastener, Drill-TecTM #14 Fastener and Drill-TecTM 3" Steel Plate, Drill-TecTM AccuTrace Flat Plate or Drill-TecTM AccuTrae Recessed Plate 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above anchor sheets attached to deck approved annular ring shank nails and 3" inverted Drill-TecTM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS* #75 Base Sheet or any of above anchor sheets attached to deck with Drill- TecTM #12 Fastener or Drill-TecTM #14 Fastener and 3" Drill-TecTM 3" Steel Plate, Drill- TecTM AccuTrace Flat Plate or Drill-TecTM AccuTraco Recessed Plate 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) Base Sheet: Optional) Install one ply of GAFGLAS® #75 Base Sheet, GAFGLAS® #80 UltimaTM Base Sheet, GAFGLAS® Stratavene EliminatorTM Perforated Venting Base Sheet, 4. beioje Mop Smooth, Ruberoid® 20, Ruberoid® SBS Heat-WeldTM Smoo1i or nberoiesRBS Heat="';' WeldTM 25 directly over the top layer of insulation. Adhere with a$j a� roved �iiopp`mg asphalt applied within the EVT range and at a rate of 20-40 lbs./sg see General Linntatior►� Ply Sheet: One or more plies GAFGLAS® PLY 4, GAFGLAS® Flex P1yTM 6'Zt br GAM.W #80 .... Ultima Base Sheet adhered in a full mopping of approved asphalteWi d with] tha EVT ..:.. range and at a rate of 20-40 lbs✓sq. .. .. . .. ...... . . . . ...... ...... .. . .... . 0669 NOA No.: 13-0424.09 rtu►MwaiauE Coulv'r'�r ira j ... O , Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 7 of 17 Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCapTM BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-401bs./sq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. 1. Gravel or slag applied at 4001bs./sq. and 3001bsJsq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat® Surface Seal SB applied at Ito 1.5 gal./sq. Maximum Design Pressure: See Fastening above. APPROVED NOA No.: 13-0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 8 of 17 •.•. 6 . . 6666 6666.. . • • • • 666660 •• 6666•• • 660.00 • • • •066 • •. •6•.. 6. 6• • •• 6666.• • • • • • 6666.• 6• • 6666 • • NOA No.: 13-0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 8 of 17 Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank System Type B: Optional base sheet laid dry; base layer of insulation mechanically fastened, optional top layer adhered with approved asphalt. All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation for Base Layer Insulation Fasteners Fastener (Table 3) Density/ft2 EnergyGuardTM Polyiso Insulation, EnergyGuardTM RA Polyiso Insulation Minimum 1.3" thick 1, 2, 3 or 4 1:3 ft2 EnergyGuardTM RN Polyiso Insulation Minimum 1.4" thick 1, 2,3 or 4 1:3 ft2 EnergyGuardTM RA Composite Polyiso Insulation Minimum 1.5 thick 3 1:3 ft2 EnergyGuardTM Perlite Roof Insulation Minimum 3/4" thick 1, 2, 7 or 8 1:2 ft2 Structodek® High Density Fiberboard Minimum 1" thick 1, 2, 7 or 8 1:4 ft2 Note: Base layer shall be mechanically attached with fasteners and density described. Insulation panels listed are minimum sizes and dimensions; if larger panels are used the number of fasteners per board shall be increased maintaining the same fastener density (See Roofing Application Standard RAS 117 for fastening details). GAF requires either a ply of GAFGLAS® Stratavene EliminatorTM Perforated Venting Base Sheet laid dry or a layer of EnergyGuardTM Perlite Roof Insulation or wood fiber overlay board on all isocyanurate applications. ."". . . 0000 0000.. Insulation for Top Layer (Table 2) Insulation FastederS (Table 3j•"•• Any of the insulations listed for Base Layer, above. N/A """ ••.• StructodeV High Density Fiberboard, EnergyGuardTM Perlite Recover Board *of** • Minimum 1/2" thick • • Va$ener • • De$lity/fY' .. • N/A �....� 0000.. .. N/A 00'00• : '.9/A ••••.• • Note: Optional top layer of insulation shall be adhered with approved asphalt within tpe EVr range and at a g pp ..00 rate of 20-401bs./100 .Please refer to Roofing Application Standard RAS 117 for insulation attachm0ent. Composite insulation boards used as a top layer shall be installed with the polyisocyanurale lace dov Jnr.•• 0000 Fire Barrier: FireOutTM Fire Barrier Coating, VersaShieie Fire Resistant Roof Deck Protection or (optional) SecurockTM Gypsum Fiber Roof Board 0000. 0000.. •••••• 0000.. NOA No.: 13-0424.09 �L Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 9 of 17 Base Sheet: (Optional) Install one ply of GAFGLAS® #75 Base Sheet, GAFGLAS® #80 Ultima" Base Sheet, GAFGLAS® Ply 4, GAFGLAS® F1exPlyTm 6, GAFGLAS® Stratavene Eliminator - Perforated Venting Base Sheet laid dry, Ruberoie Mop Smooth or Ruberoid® 20 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 lbsJsq. (See General Limitation #4). Ply Sheet: Two or more plies of GAFGLAS® Ply 4, GAFGLAS® FlexPly""' 6 or GAFGLAS® #80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. (See specification number for appropriate number of plies). Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCapTM BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. (See GAF application instructions for approved method of installation). Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions 1. Gravel or slag applied at 400 lbsJsq. and 300 lbsJsq. respectively in a flood coat of approved asphalt at 601bs./sq. 2. Topcoat® Surface Seal SB applied at Ito 1.5 galJsq. Maximum Design Pressure: -45 psf; (See General Limitation #7) 4000 . . 4000 0000.. •4 • ••• 404.66 •0006• 466••• 0000 • .. 0400. 00.06• •• . 004.4 •• of 4 •• 0600•6 4000.. 6 • • • • 04460• 000000 • • • • • • • • 444400 0000 0 *000 NOA No.: 13-0424.09 APPROVED Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 10 of 17 Deck Type 1I: Wood, Insulated Deck Description: `9/32° or greater plywood or wood plank System Type C: One or more layers of insulation simultaneously attached; Base layer optional. All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation for Base Layer Insulation Fasteners Fastener (Table 3) Density/fe EnergyGuardTM RN Polyiso Insulation, EnergyGuardTM Polyiso Insulation, EnergyGuardTM RA Polyiso Insulation Minimum 1.3" thick N/A N/A EnergyGuardTM Polyiso Insulation Min. 1.4" thick N/A N/A EnergyGuardTM RA Composite Polyiso Insulation Minimum 1.5" thick N/A N/A EnergyGuardTM Perlite Recover Board Minimum 3/4" thick N/A N/A StructodeV High Density Fiber Board Minimum 1" thick N/A N/A Note: All layers shall be simultaneously fastened; see top layer below for fasteners and density. Insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RASgg9.for insulation attachment. GAF requires either a ply of GAFGLW Stratavene EliminatOrT ;Perforatb"entinIf Base Sheet laid dry or a layer of EnergyGuardrm Perlite Roof Insulation or wood fiber aserl'ay board'on all '. isocyanurate applications. *so:** so:** a s 000000 00000 0000.. Insulation for Top Layer Insulation Faslefigis (Table 3) "" EnergyGuardrm Polyiso Insulation, EnergyGuard' RA Polyiso Insulation Minimum 1.3" thick 1, 2, 3 or EnergyGuardTM RN Polyiso Insulation Minimum 1.4" thick 1, 2 or 3'..' EnergyGuardTM RA Composite Polyiso Insulation Minimum 1.5 thick 3 EnergyGuardTM Perlite Roof Insulation Minimum 3/4" thick 1, 2, 7 or 8 Structodek! High Density Fiber Board Minimum 1" thick 1, 2, 7 or 8 0000.. Fattener ' Density/ftr • .. 0000. .. 0000.. J:3 ft2 0000.. .00000 ..1:3 ft2 :0000 0000 1:3 ft2 1:2 ft2 1:4 ft2 7!71QADe COUNW NOA No.: 13-0424.09 ..�, Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 11 of 17 Note: Insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. GAF requires either a ply of GAFGLAS4 Stratavent® EliminatorTM Perforated laid dry or a layer of EnergyGuardT" Perlite Roof Insulation or wood fiber overlay board on all isocyanurate applications. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShiele Fire Resistant Roof Deck Protection or (optional) SecurockTM Gypsum Fiber Roof Board. Base Sheet: (Optional) Install one ply of GAFGLAS® #75 Base Sheet, GAFGLAS® #80 Ultima' Base Sheet, GAFGLAS® Ply 4, GAFGLAS FlexPlyTm 6, GAFGLAS® Stratavent® Eliminatofrm Perforated Venting Base Sheet laid dry, Ruberoie Mop Smooth or Ruberoid® 20 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. If base sheet is applied directly to polyisocyanurate insulation only a spot or strip mopped application as detailed in this approval the use of an overlay board is approved; see General Limitation #4. Ply Sheet: Two or more plies of GAFGLAS® Ply 4, GAFGLAS® F1exPlyl�" 6 ply sheet or GAFGLAS® #80 Ultima'' Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS®EnergyCapTM BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. 1. Gravel or slag applied at 4001bs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbsJsq. 2. Topcoat® Surface Seal SB applied at 1 to 1.5 gaUsq. Maximum Design *see** . •. • 0 000.. Pressure: -45 psf; (See General Limitation #7) • • • "00'0.0: •. 0000.. .. 0000.. 000000 0 0 0 .0000. 0000 .. .0 0000 . .. 0000. . . 0000.. .. . 0000. 0000 . .. 0000.. :00:0: . . . 0 0000.. 000000 0 0 0000.. 00 0 0000 0 0 NOA No.: 13-0424.09 IAPMIAMIDADE COUNTY .RO Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 12 of 17 Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank System Type D: Insulation and Base sheet simultaneously All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation Layer loosely laid with firmly butted joints. Insulation Fasteners Fastener (Table 3) Density/fe EnergyGuardTM Polyiso Insulation, EnergyGuardTM RA Polydso Insulation Minimum 1.3" thick N/A N/A StructodeV Sigh Density Fiber Board Minimum 1" thick N/A N/A Fire Barrier: FireOutTM Fire Barrier Coating, VersaShiele Fire Resistant Roof Deck Protection or (optional) SecurockTM Gypsum Fiber Roof Board. Base Sheet: Install one ply of GAFGLAS® #75 Base Sheet, GAFGLAS® #80 Ultima Base Sheet, GAFGLAS® Stratavene EliminatorTM Nailable Venting Base Sheet or Ruberoid®20 base sheet applied over the loose laid insulation with 2" side laps mechanically fastened as described below, Fastening Options: Drill-TecTM #12 Fastener or Drill-TecTM #14 Fastener and Drill-TecTM 3" Steel Plate, Drill- TecTM AccuTra6e Flat Plate or Drill-TecT AccuTrace Recessed Plate is installed through the base sheet and insulation in 3 rows 12" o.c. 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) Drill-TecTM # 12 Fastener or Drill-TecTM # 14 Fastener and Drill -Tec TM 3" Steed plA.N Drill- TecTM AccuTrac® Flat Plate or Drill-TecT AccuTrac® Recessed glate iso installed through.*.::. the base sheet and insulation in 4 rows 8" o.c. One row is in the 2 �d ,tap. T ie ot44gr 3 .... • rows are equally spaced approximately 9" o.c. in the field of the s$gg • • 0 . (Maximum Design Pressure =75 psf, See General Limitation #7) .... .. .o 0 : • • • GAFGLAS® #80 UltimaTM Base Sheet, Ruberoide20, Ruberoid®1V ;; * ooth,Dase*.sheet ,,;,, • attached to deck with approved annular ring shank nails with a mip�fto emberdWrof 1" 0 0 0 0.. into the wood substrate and inverted 3" steel plate at a fastener sp4QW' Fa 9" O.C. as the 4" • • lap and in two rows staggered with a fastener spacing of 9" o.c. inkhe center ottpe• • • • • • membrane. . 0 • 0000.. (Maximum Design Pressure —60 psf, See General Limitation #7) • • ; . • • ' 0000 Drill-TecTM #12 Fastener and Drill-TecTM #14 Fastener and Drill-TecTM 3" Steel Plate, Drill- TecTM AccuTrace Flat Plate or Drill-TecTM AccuTrae Recessed Plate in 4 rows 12" o.c. 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) Ply Sheet: One or more plies GAFGLAS® Ply 4, GAFGLAS® FlexPlyTM 6 or GAFGLAS® #80 Ultima. Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. NOA No.: 13-0424.09 re�niaPaAPPROVED1 rt; Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 13 of 17 Cap Sheet: (Optional) One ply of GAFGLASO Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCaprm BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-401bs✓sq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions 1. Gravel or slag applied at 4001bs✓sq. and 3001bs./sq. respectively in a flood coat of approved asphalt at 60 lbs✓sq. 2. Topcoat® Surface Seal SB applied at Ito 1.5 gal✓sq. Maximum Design Pressure: See Fastening Above APPROYEDI 0000 . . . . .... ...... .. 000006 .. 0000.. 000000 . . . 0000.. 0000 .. . . . . . 0000 . .. 00000 . 96906 .6080 0000.0 .00.0. . 00 . . . 0 ...... 00006 . . . .0000. .. 0000*000 NOA No.: 13-0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 14 of 17 Deck Type 1: Wood, Non -insulated Deck Description: 19/32'' or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShieie Fire Resistant Roof Deck Protection or (optional) SecurockTM Gypsum Fiber Roof Board. Base sheet: GAFGLAS® #80 UltimaTM Base Sheet, Stratavene EliminatorTM Nailable Venting Base Sheet, Ruberoie 20, Ruberoid® SBS Heat-WeldTM Smooth or Ruberoid® SBS Heat- We1dTM 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4, GAFGLAS® FlexPly v 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure -45 psf, See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS® FlexPlyTM 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill-TecTM #12 Fastener or Drill-TeCm #14 and Drill- TecTM 3" Steel Plate, Drill-TecTM AccuTrac® Flat Plate or Drill-TecTM AccuTrae Recessed Plate 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 GAFGLF a P1yTM 6, GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing ... of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. • (Maximum Des' nPre - See General Limitationk7j• * : ... *see • • • • • GAFGLAS® #80 UltimaTM Base Sheet, Rubero1 20, Ruberoid moo • • th, e s eet� • attached to deck with approved 11/4" annular ring shank nails and'mvei%d 3" steel plate at is • • •; fastener spacing of 9" o.c. at the 4" lap and in two rows staggered 0 -a fasteieT.yacing ol;... 9" o.c. in the center of the membrane. goes*: .. . .....' (Maximum Design Pressure -60 psf, See General Limitation #Z'l 0 • GAFGLAS® #75 Base Sheet or any of above base sheets attache to tle*;k wit$ Driu-TecT%...:. #12 Fastener or Drill-TecTM #14 Fastener and Drill-TecTM 3" St%el Plate, Drit-*18M AccuTrace Flat Plate or Drill-TecTM AccuTrace Recessed Plate 12:09.c: in 4 rows! •One • • row is in the 2" side lap. The other rows are equally spaced approximately 9"-A?in the field of the sheet. (Maximum Design Pressure -60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill-TecTM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure -60 psf, See General Limitation #7) NOA No.: 13-0424.09 0p&.129.1; COUN rY Expiration Date: 11/04/14 all Approval Date: 10/31/13 Page 15 of 17 GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill -Tec rm #12 Fastener or Drill-TecTM #14 Fastener and Drill-TecTM 3" Steel Plate, Drill-TecTM AccuTrace Flat Plate or Drill-TecTM AccuTrac® Recessed Plate 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) Ply Sheet: One or more plies of GAFGLAS® Ply 4 or GAFGLAS® #80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 1bsJsq. Cap Sheet: (Optional) One ply of GAFGLAS'o Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCapTM BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-401bsJsq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 601bsJsq. 2. Topcoat® Surface Seal SB applied at Ito 1.5 galJsq. Maximum Design Pressure: See Fastening Above Y••• 6 . . .... ...... ...... .. ...... 000000 . . • 0000 •Y • • • • • • • • 0000 • •• 0000• 0000•• •• • 0000• 96 •• • •• •664.6 • 0000•• • • • • • • 66000• •66••• 0000 INIAMNDADECOUNTY NOA No.: 13-0424.09 I-APPROVEDExpiration Date: 11/04/14 Approval Date: 10/31/13 Page 16 of 17 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® Flex P1yTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum %a" Dens DeckTM Roof Board or %2" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4'x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap 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 1bsJsq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system Should the fastener resistance be less than that required, as determined by the Building Official, a revised faster ,sp�emg, • • • • prepared, signed and sealed by a Florida Registered Professional Engineer, Registered A j j*t*gct, or Registered , • Roof Consultant may be submitted. Said revised fastener spacing shall utilize the with.,fesistance%alue ....:. taken from Testing Application Standards TAS 105 and calculations in compliance with PJAng Applioation a • Standard RAS 117. 0 :00 • 0 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirement -8f these areas' Fastefi8t • densities shall be increased for both insulation and base sheet as calculated in compliant8:M Roo44 A• plication * • Standard RAS 117. Calculations prepared, signed and sealed by a Florida registAU Professional Engineer %* Registered Architect, or Registered Roof Consultant (When this limitation is spcfiihnaVy referred wit".:. 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 arm to' • • Roofing Application Standard RAS 111 and applicable wind load requirements. 0000 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 9N-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 13-0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 17 of 17 iii It if it I dtr. • kru •h"p %, J""'. Clens A, B end C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid Heat Weld" SBS roofing membrane may be used in lieu of "Ruberofd Mop" SBS products in any applicable Classification. Class A Permit Reoords, action by. f 1. Deck: C-15132 Incline: 3 Qom' Insulation (Optional): -- One or more layers perllte to wood filer or glass fiber or polyisocyanurate or urethane or pe %te/polyisocyanurate composite or pedite/urethane composite or wood fiber/ polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type G1 or "GAFGLAS Ply 4" or "Tri -Ply Ply 4" or "GAFGLAS Ply 6" hot mopped. Surfacing: — Gravel. 2. beck; C-15/32 Incline: 2 Insulation (Optional): — one or more layers perhte or wood fiber or glass fiber or polyi5ocyanurate or urethane or perlite/polylsocyanurate cornposlte or per ite/tuethane composite or wood Rbe•rf polyisocyanurate composite or phendlic, any thickness. Ply Sheer — Three or more plies Type Gl or "GAFGLAS Ply 4" or'Tri-Ply Ply 4" or "GAFGLAS Ply 6". Cap Sheet•. — One ply Type G3 "GAFGLAS Mineral Surlked Cap Sheet" or 'Tri -Ply Mineral Surfaced Cap Sheet'. 3. Deck: RIC Incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber: polylsocyanurate, urethane, perttte/polyfsocyanurate composite, perilte/urethane composite, wood fiber/polyisocyanurate composite, phenolic, 2 -in. maximum. Ply Sheet: — Two or more plies Yype GI "GAFGLAS Ply 4" or "Tri -Pty, Ply 4", "GAPGLAS Ply 6. Cap Sheet: — One ply Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" for "Tri -Ply Mineral Surfaced Cap Sheet". 4. Deck: NC Incline: 1/2 •••• Insulation: — one or two layers "isotherm R" any thickness, hot mopped. • • • 0000 • • • • • • • Ply Sheet: — A grav suefac ass fiber mat systerf i• • • i .0o • • • fw • • • •••••• •• •••••• C-15/32 Incline: 1 ! • • i • • • • • 9606 Slip Sheet (Optional). — Red rosin paper, nailed to deck. • 0060 • i • • • • :0460 Base Sheeti — One ply Type G2 "GAFGLAS #75 Base Sheet" or "Tri -Ply 975 Base Shfteg(way be • • • 00000 • nailed). • • • • • Ply Sheet: — One or more plies Type GI "GAFGLAS Ply 4" or 'Tri -Pty Ply 4" or GAFGLM FV5'. • • • 000000 Cap Sheth — One ply Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "Tri -Ply Mi f iHo faced Cap • • • Sheet". • • • • 0 00000 rile: t' 17nctmato.""Y+aml"-2rt.Srtrinit> t -i sttc pr."'..4h:a�."»_'fttt,n.tin `„_'1tSts[ctn<ltrmt?L- 'tit; 3•:101%w:+t0i AM •••• T' iaiydD-de C&F-ejuletigy andEco-1afra--' -jol: CoT2 00 -004-254-14 ilk -25:.3:.1 - .:1512013 9:22:0-2 h-1 E.:�srsit2t D•it,t; a,igt: ?ixYs7 Ali: a. TY;3iae ':'fiTaszl 2, o:rj ;&A, '' .,1. ,1013 11:30 ._ 1 .AUA <'4 fig• t!_ F _meg?CJs n.. t�