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RF-11-1031Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: I NS P- 162504 Permit Number: RF -6 -11 -1031 Inspection Date: August 18, 2011 Inspector: Bruhn, Norman Owner: BALLINGER, HOWARD Job Address: 361 NE 97 Street Miami Shores, FL 33138 -0000 Project <NONE> Contractor: ISAACS ROOFING & INSULATION CORP Permit Type: Roof Inspection Type: Final Roof Work Classification: Flat Phone Number Parcel Number 1132060135760 Phone: (305)234 -5234 Building Department Comments FLAT ROOF Passed : -/ Inspector Comments CREATED AS REINSPECTION FOR INSP- 161863. CREATED AS REINSPECTION FOR INSP- 161692. CREATED AS REINSPECTION FOR INSP- 160674. CANCELLED BECAUSE OF THE RAIN JR 7/7/11 Provide a permit from a licensed contractor for the columns. The columns are incomplete. NB Same comments as previous inspection. Provide a permit for the repair of the columns. NB ( Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until August 18, 2011 For Inspections please call: (305)762 -4949 Page 1 of 1 (11, afrom- Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING OWNER: Name Address: Fee Simple Titleholder): City: V\ '(-rn l X71 IoC S ROOFING Permit No. P11® 103) Master Permit No. Phone #: \"IV I \1 State: Zip: Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: City: Folio/Parcel #: ao■ qi Miami Shores County: Miami Dade Zip: Is the Building Historically Designated: Yes CONTRACTOR: Company Name: ~,1 ( CZS Addr City: Qualifier Name: \0,I 1 -ca. Phone#:.--)20a-nq -O State Certification or Registration #: s Certificate of Competency #: Contact Phone #: 'Sa a " "` Email Address: 1 n t 1s6t r Q . 60(n DESIGNER: Architect/Enginee Phone#: NO X fOtiolt-tS Flood Zone: Phone# 3 3q a 1 Value of Work for this Pe Type of Work: ❑Add' • Description of Work; %NNW Iteration LAS Square/Linear Fo tage of Work: ❑New epair/Replace ❑Demolition ** * * * ** ********** **** ****** Fes **** :**** ******** * * *********x: *****+x ****+x**** Submittal Fi Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ H 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 go . r faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property a ubject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspect : which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be a. •rove. % . a reinspection fee will be charged. Signa 'r Signature Owner or Age The foregoing instrument was acknowledged ore m this The fore oing in -' ment was acknowledged before me thisp3 day of u ne , 20 � � , , by f \ I � day of lit i'e ° , 20 AL, by Nati Je,z who is personally known to me or who has produced who is personalty known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY UBLIC: NOTARY PUBLIC: P-A-A'L'O Si g n: Sign: � �'' , Print: LiCleart FL,ORIDA Print: --e i 46 -P1 Ytit7 • Reina Pine �„pNAExpires: My Commission Exp' _' ; '_ Commisdon # EE092375 `: MAY 102015 BONDED TBRV ATLANTIC BCVDING CO.,IIiC Contractor N0.T PUBLIC -STATE OF FLORIDA My Comrmssaee xp1res. eina Pino Commission # EE092375 Expires: MAY 10, 2015 APPROVED BY 'LJ 62 ' Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Section C 11-EkAIDE,;44 caicKIMP Miami-Dade County Building Department Electronic High Velocity Hurricane Zone Roofing Permit Applica "Deliverin Excellence very Day" Section C page (Low Slope Roof Syste g E Fill in the specific roof assembly components. if a component is not required, insert not app Top Ply: ROOF SYSTEM MANUFACTURER: Product Approval (NOA): Certainteed Corp. 08-0227.07 System Type: 'BUR •,_ Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (P1) Field: (P2) Perimeters: (P3) Comers: psf 82.6 ---• : 124 -3 4: psf psf Maximum Design Pressure From NOA: 152 6 Roof Slope: 11/8 " : 12 Roof Mean Height: psf mme,mtmemeee Parapet Walls: 0 No 0 Yes Parapet wall Height: Deck Type: Support Spacing: —5/8" PI ood-- • _ • " o/c ft. ft. Alternate Deck Type: nia Existing Roof: SBS MODIFIED Fire Barrier n/a Vapor Barrier: n/a Anchor Sheet: 15 4-16—aADT-4— Anchor Sheet Fastener / Bonding Material: Insulation Base Layf Size & Thickness: + • - Insulation Base Layer Fa ener / Bonding Material: Insulation Top Layer Size & Thickness: Insulation Top Laye Fastener / Bonding Material: 0 , , Base Sheet(s) & No. of PIy(s):1 Glass Ba e G2 Ply 1 Base Sheet Fastener / Bonding Material: 1 1/4" Ringshank nails with tin caps Ply Sheet(s) & No. of Ply(s): Ply Sheet Fastener / Bonding Ma Top Ply Fastening / Bonding Material: Hot Mop with Asphalt Surfacing: Granules • • SINGLE PLY MEMBRANE: Single Ply Manufacturer / Type: n/a Single Ply Sheet Width: No. of Single Ply 1/2 sheets: Single Ply Membrane Fastening / Bonding Material: n/a FASTENER SPACING FOR BASESHEET ATTAC NT ‘\i,k "0/0 rows a " o/c " 1/2 Sheet Width: 1n/a 11 0 SINGLE PLY MEMBRANE ATTACHMENT 1. Field: 2. Perimeter: " o/c @ Laps & Ell "o/c @ Laps & rows 3. Comer DI "o/c @ Laps & am rows 4 " o/c NUMBER OF FASTENERS PER INSULATION BOARD: 1. Field: [1 2. Perimeter. r7 3. Comer. Insulation Fastener Type : 1n/a WOOD NAILER TYPE AND SIZE: n/a Wood Nailer Fastener Type and Spacing: n/a EDGE & COPING METAL SIZES: Edge Metal Material: —Galvanized Metal— Edge Size: —3" face 26 ga.— Hook Strip Size: , —SELECT EDGE METAL HOOK STRIP SIZE , Edge Metal Attachment: 1 114" Pingshaniqiiia0C V/i• • • •• a • • p Coping Material: 251•ELCT:)/3:74P T *ALL DOPING MATERIAL-- • • Coping Size: —SELECT COPING MV.-.T Hook Strip Sizn.—.2.4ECTM Parapet Coping Petal ttti4 _ . n/a • • E OR THICKNESS- 9HICOK STRIP SIZE-- 4. • • , • • • • • • • • • • • nn C2,1 rivering Ex-ceffPri.c,,,, Every ,rr Niarni-Da.de County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form ti-ate Components Note and Details as ApplicablE.4: dblociKing, Gutter, Edge Terminations/Stripping/Flashing, Continuous Cleat, Cant Strip, Base )ing, Counterflashing, Coping, Etc. cat::: Mean Roof Height,- Parapet Height, Height of Base Flashing, Component Material, Material .<ness, Fastener Type, Fastener Spacing Submit Manufacturers Details that Comply with RAS-111 and Chapter 16. fQr itt 4 w7‘ (1) 67—Z_ All • • f tasS (f Parapet Wail Hei Mean Reef Heg 0 0 0 0 0 • • • • • •• • • • OOOOO • • 0 0 0 • • • • • • 1 • • 1* 0 0 0 0 • • • • 1* o 41, o . 4 1 go • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •0 • • :cleft': • • • • • • • ai,• • :„: FEVC."1,-1 ••• • 2 4-, ) i (,QR i,. SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS JUN 1 3 2011 R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofin• permit, and to explain to the owner the content of the section. The provisions of Section R4402 govem the imum requirements and standards of the industry for roofing system installations. Additionally h ollowing items should be addressed as part of the agreement between the owner ant the contract • yr owner's initial in the designated space indicates that the item has been explained. 1. Aesthetics - Workmanship: the workmanship provisions of Section R4402 are for the purpose of ing that the roof system meets the wind resistance and water instruction performance standards. sthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as • for or architectural appearance, that are not part of a zoning code, should be addressed as part of the a,, ment between the owner and the contractor. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior g th : - xisting roof system). Common roofs: Common roofs are those which have no visible delineation between neighboring townhp�uses, condominiums, etc.) In buildings with common roofs, the roofing contractor and /or ul • 'r%tify the occupants of adjacent units of roofing to be performed. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail of the underside of the decking may not be acceptable. This provides the option of maintaining the ce. 25 ./ Ponding water: The current roof system and /or deck of the building may not drain well and may ca - ater to pond (accumulate) in low -lying areas of the roof. Pounding can be an indication of structural G dis ss and may require the review of a professional structural engineer. Pounding may shorten the life pectancy and performance of the new roofing system. Pounding conditions may not be evident until the original `r� •fing system is removed. Pounding conditions should be corrected. 6. ! Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not / ove •a• -d from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if •'e scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in ce with the requirements of Sections R4402, R4403 and R4413. Ventilation: Most roof structures should havd'gortr>' I1litp tQDenCnatudfl'airflow through the he structure assembly (the building itself). Theexistir4 ardour of atticivertilation shall not be d. It may be beneficial to consider additional venting hie can Tesuit irrextending the service life of the ••• ••• ••• • • ••• • • Owner /Agent's Signature Date / Contraetor$ignaturr •.• Revised on 7/9/2009 LD ••• •.•Date ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • • • • • • • • ••• • • • • • ••• • • Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit No. Master Permit No. IF eep Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) %P'E# `,�tr?/t Phone # 30r- `/gd - 9945- Owner's Address 361 Ave f7 ST City 'OM" 141 %Ne'1E5 State EL- Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) 3 (0 1 City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO N 47 '5 Contractor's Company Name if 4A-cS Roo 4c4.1 Contractor's Address /7. 05S 5. • b► f1ivy like200 City P44ne- Ta 34-y State F1- Zip 33/57 Qualifier Name / t.+ 9ox)2 -44-�S ��+� State Certificate. or Registration No. Ca-C-, V2,2 1 101 Certificate of Competency No. 4104k a Phone# 305 - 134- 5-023 Cl_ • Phone # -) 66 .177- 9 7 S(0 Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 3 SO o • O o Square / Linear Footage Of Work: Type of Work: ['Addition ['Alteration DNeN.v [X Repair/Replace ❑ Demolition Describe Work: R &IA 3 J uft 3 Ret e Q r et_ P e efkoo * * * *** ** * * * * * * * * * * ** * * * * ***** **awe**** Fees************* * ** ** * *** * ** * ** *** ** ** * * ** *** ** Submittal Fee $ Permit Fee $ Notary $ Traming/Education Fee $ Scanning $ Radon $ DPBR $ CCF $ CO /CC Technology Fee $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Total Fee Now Due $ Structural Review. $ See Reverse side -* 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S A} F llAVIT: 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 ondition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a t opy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to a`r'chment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first ;,inspection which o urs seven (7) <«ys after the building permit is issued In the absence of such posted notice, the inspection' will not be approved a reinsp lion ee will be charged Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 _, by , day of , 20 _, by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: „�IP�,�,,e Irene M. Pieter Sign: /r /. ,ir% aR' rl, �'isCOM ISSION #0 61426 Print: 110.1 1 P wl j 3, ' ExPI REST FEB.15, 2013 '#' off;, �•un�e`` WWW.AARONNOTARY.wm My Commission Expires: Z -1 S ;0 1 NOTARY PUBLIC: sttltritS4 Irene M. rioter EXPIRES, FED, 15, 2013 oir My Commission Expires: 2- j s- - 3 ****************************** ********* * * * * ** ******* ** * * ** **************:x:xx * ** **** * **:x*** *** * ******** ***** APPLICATION APPROVED BY: -/01,.1-/-"Sley Plans Examiner Engineer Zoning (Revised 07/10/07) m From:ISAACS ROOFING 3052345753 . 06/22/2011 08:01 #107 P.002 /004 CERTIFICATE OF LIABILITY INSURANCE DATE (MM/oD/YYYY) 06/22/2011 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHT- UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER($), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: 1 the cart i cote holder is an ADDITIONAL INSURED, the pollcy(Ies) must be endorsed. 1 SUBROGATION IS WAIVED, subject to the terms and conditions of tho policy, cartain policies may require en endorsement A statement on tills certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUOIR COMPREHENSIVE INSURANCE UNDERWRITERS 990 NE 92 STREET MIAMI SHORES. FL 33138-2911 (305) 759.0005 INSURED ACr M K� S HOERBER �P(n"/c° Ne, EKU: (305) 759 -0005 i (M/ . Nor. IE s: COVE A a 4 MAI COM INSURERS) AFFORDING COVERAGE INSURER A: CANAL INDEMNITY INSURANCE CO INSURER. e:TRAVELLERS PROPERTY 8 CAS ISAAC'S ROOFING & INSULATION CORP !INSURER C: EVANSTON INSURANCE CO 17225 SOUTH DIXIE HWY #200 INSURER D: BRIDGEPIELD EMPLOYERS INSURANCE CO MIAMI, FL 33157 Lu3$yREp E: COVERAGES CERTIFICATE NUMBER: INSURER F: NAIC # 100021 REVISION NUMBER: THIS 1S TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. II ISR TYPE OP INSURANt;p, Iii POLICY NUMBER /� p_'p_" EF I�I yi�� LIMB �]1A GENERAL. LIABILITY ..i !-CL I�e5ISJ -rb/i Cs te-1.0 1 : 1 1--c,} �^I,QCCU,.,.CNCE & , 0..,.,..� v X : COMMERCIAL GENERAL LIABILITY 0REMI8E8 (Ea txxurretwe) s 50,000 J CLAIMS-MADE C1 OCCUR MED MCP WI, one omen) $ 5,000 HPERSONAL a ADV INJURY $ 1 r0iJ0,Q0O GENERAL AGGREGATE $ 3,000,000 PRODUCTS- COMP /OP AGE $ 3,000.000 OS 1, AGGREGATE LIMIT APPLIES PER: X POLICY ,/g I ( i Ii00 B AUTOMOBILE LIABILITY X ANY AUTO HNED HIRED AUTOS D ' HAUTVS� I A WNtD _ UMaRELLA UAS i X OCCUR NO BA-301 M3714 . 8XaEss LV+s I CLAIMS -MADE DED 1 I RETENTIONS WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY OFFICEPROPRIETOR/PARTNER/EXECUTIVE'. R/ RR XCXCU 7 T 7 N/A (MYyaaenaepa�tey� in NH) DESCRIPTION FO OF2RATION3 below .10/22/2010 1 o /221zo 11 ' N °t INC uM1T 8 1,000,000 BODILY INJURY (Per parson) $ XOVA312910 830 -46736 BODILY INJURY (Per acolaem*) S 10/15/201 10/15/2011 EACH OCCURRENCE $ 1,000,000 AoQREC3ATB $ 1,000,000 12/17/201012/17 /2011 X ITS • - . PR` E.L EACH ACCIDENT $ 1,000,000 E.L DISEASE . EA EMPLOYEE $ 1,000,000 E,L, DISEASE - POLICY LIMIT . s 1,000,000 DESCRIPTION OF OPERATIONS 1 LOCATIONS / mimes (Attach ACORD 101, Additional Retnarka Schedule, if more space Is sequined) 1) ROOFING & INSULATION CONTRACTOR THROUGHOUT FLORIDA ANY & ALL LOCATIONS & JOB SITES. 2) FL ST LICENSE # CCC 1325558 & 1327401 CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE 10050 NE 2ND AVE MIAMI SHORES, FL 33138 ACORD 25 (2010/05) SHOULD ANY OF THE ABOVE DESCRIBED POUCIE9 BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AuTRORIZED REPRESENTATIVE MARK Ski f A FL LIC #A120671 9)1988.2010 ACORD CORPORATION. All rights reserved. The ACORD name and Iogo are registered marks of ACORD Permit No: 11- /Or/ Job Name ,2011 Miami Shores Vinage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Criti • ue Sheet `- -v.1 cc‘ 1! Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Mufti S4 1/ W147,04vetotear 10050 NE 2nd Ave * Miami Shores, FI 33138 Phone 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 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: krN''e<I- $41771- Property Address: 361 A.' r 97 s7" fl,4144 „rifo Ars r-d- Roofing Permit Number: Dear Building Official: 1 k ,uue-r4 5741r, certify that I am not required to retrofit the roof to wall connections of my building because: 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 snstructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1'!4 edition of the South Florida Building Code (1994 SFBC) Signature State of Florida County of Dade Print Name The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this day o Notary Public, Sate of Florida at Large aias Del Sol ission #DD896213 Tres: JUNE 03, 2013 ATLANTIC 130NDING CO „INC. When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Fr ©m: I SAACS ROOFING 3052345753 06/06/2011 09:35 4054 P.001/001 Property Iumation Report iris :ll gisuDs2.miaxnidade , gpv/ mykarriproptext_print.e5p ?Iilio 1132... My Hornet Property information Report Somme nr Details: Folio No.: 11.320 .0135750 Property: 361 NE 97 ST Walling Address: HOWARD BALLA1r3ER a KENNETH SMITH 361 NE 97 ST IVIAMM SHORES FL 3313 -2405 Property information: Primary Zane: CLUC: Beds/Baths: Floors: Living Uri: 1000 SNGLE FAMILY RESIDENCE 0001 RESIDENTIAL - SNGLE FANCY 313 1 Adj SV Footage: Lot srza: 8,180 11,500 SQ FT Naar Built 1927 Legal Description: 1 53 41 6 53 42 NAM SHORES SEC 1 AtuD PB 10-70 LOOT 19 & 20 BLK 42 LQTSMM 100.000 x 115 OR 18939 -4069 09951 OR 169384089 09995 00 n: Year: 2010 2009 Land Vislue: $179170 6196,144 Rulidin0 Value: _ _.. $236051 market Value: $402,966 $434,2295 Agge9esicl iISlue: $171,355 6166,851 Exe ion Information: Year: 2010 2009 Horr},e11t d: $25,000 225,000. ....____..._ klIkgEMIALL YES YES Taxable Value Informatio hoot Board: 0,00016121,355 650,00016121,355 $50,000!$121,355 525,00012146,355 gate Information: 650 + ++ .116,851 $50 aoo!$i16 881 $25,000/$141861 Sale Date: 9t1s Sale Amount $197,50 Sale QtR: 1 Sales Qualification Description: Spa whiah are qualified to r Ad 11299 LSeles. [Cioa'.e evil fICH90k here try Prthtl . This report was created on 8/812011 10:14:47 AM for reference purposes only. Web Site © 2002 Miami -Dads County. All rights reserved. From:ISAACS ROOFING 3052345753 02/23/2011 08:23 #179 P.003/003 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 DEL SOL, ISAIAS OSVALDO ISAACS ROOFING & INSULATION CORPORATION PO BOX 973135 MIAMI FL 33197 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business In order to serve you better. For information about our services, please log onto www.mytloridalicense.com. There you can find more information about our divisions and the regulations that Impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business In Florida, and congratulations on your new license! AUG 1 zoio DETACH HERE '1.:661.1M Amp.,P4R • - DATE BATCH INIIIIVIBER RY ••,••••. 804ti 16 08 :05, 2011 198.1,40-1 6 5`;' ,Cdiag: [ •9ii.g R..652(kge ciSITittiPTM) 1 y146.10,— ecv,beAp-u 007.17X1E VAdereYtiteptoylgtons OfE:Ohii E3q)i., r! i4,70,- dat7:i:f.,U Gdc..,,,v14,LDQ01,:,,,,.. , oapiort_pa. Dm, $9, ,fr:-riltiG., & ' .7. •-;,,- -., ..,,-,1 t.1;','7.',. - zsmcp -.-.7.t....„..„. ,,,, _ ___ • 41., •.• . MIAMI ', ,i,. . . '=14.-:' po.,BOX.1731J" FL 33191 . !.cr. , - • ".; • ••••-` 74;1Z ,RA.` ,k,kt •" CIARI; CREY PL4A4 UIRE From:ISAACS ROOFING 3052345753 02/23/2011 08:22 #179 P.001 /003 ACORD CERTIFICATE OF LIABILITY INSURANCE ANCE D 01/28/2011 PRODUCER Serial # 100783 COMPREHENSIVE INSURANCE UNDERWRITERS 990 NE 92 STREET MIAMI SHORES, FL 33138 -2911 (305) 759 -0005 FAX (305) 759.17T7 THIS CERTIFICATE 1S ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC# - - INSU!~iEC ISAAC'S ROOFING & INSULATION CORP 17225 SOUTH DIXIE HWY #200 MIAMI, FL 33157 I P1SURER 7 CANALINDEMNITYINSURANCECO INSURER B: TRAVELLERS PROPERTY & CAS INSURER C: EVANSTON INSURANCE CO uasuRER D: 8ridgefield Employers Insurance Co INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT DR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, .AGGREGATE LIMIT$ SHOWN MAY HAVE SEEN REDUCED UY PAC CLAIMS. Mit G '4rxe ,i! TYPE OF INSURANCE POLICY NUMBER P A�- t,JAdL1II ■ 1.7 = 1i `r: i +�i114.; LIMIT? A Yes X GENEP.ALLJABILITY X COMMERCIAL GENERAL LIAatuyr RNGL90734 10/15/2010 10/15/2011 EACH OCCURRENCE $ 1,000,000 S 50,000 PREMIGSE °Eooccureneel MED EXP (MY one pen anl 5,000 J CLAIMS MADE 13 OCCUR PERSONAL Q ADV INJURY g 1,000,000 0ENERALA0GREGAT0 s 3,000,000 $ 3,000,000 --._ _ PRODUCTS - COMP /OP AGG GEN'L AGGREGATE LIMIT APPLIES PER: X I POUICY r--1 E ik, 1 I ^ LOG — ._.......___ ._.. , B - No rAUTOMCIBILP — UABIUTY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIkEDAUTOS NON -OWNED AUTOS BA -301 M3714 10/22/2010 10/22/2011 COMBINED SINGLE LIMIT (Ea auitleM) $ 1,000,000 BODILY INJURY (Per pe,eon) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) ""•`"' '— GARAGE LJASILITY —IANY AUTO AUTO ONLY- EA ACCIDENT $ OTHER THAN EA ACC E AUTO ONLY: AGG $ Yas X EXCESS/UMBRELLA J `''L'I'ABILIT( OCCUR El CLAIMS MADE DEOUGTIELE P.E I rNTION $ RNXOVA312909 10/15/2010 10/15/2011 EACH OCCURRENCE $ 1 000 000 AGGREGATE $ 1,000,000 $ `x D WORKER'S ?OMPENSa7toN AND EMPLOYERS' LIABILITY ANY PROPR.IETOR/PARTNER/EXECUTNE OFFICERIMEMBEREXCLUGEG7 It 1'P.9 al.. P Ike untlOf fiy special.. PROVI$IONy bakaw 830 -46736 12/17/2010 12/17/2011 • X I TO Y R,11. 1 1141 -- EL EACH ACCIDENT $ 100,000 $ 100,000 EL DISEASE -EA EMPLOYEE EL DISEASE - POLICY oar $ 500,000 OTHER DESCRIPTION OF OPERATIONS /LOCATIONSNETi1CLESIEXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS 1) ROOFING & INSULATION CONTRACTOR THROUGHOUT FLORIDA ANY & ALL LOCATIONS & JOB SITES. 2) FL ST LICENSE # CCC 1325556 & 1327401 3) Certificate Holder Is additional insured as required by written contract subject to policy terms, conditions & exclusions. 4) Corp Officers Isaac Del Sol & Alain Gonzalez are voluntarily excluded from the Worker's Compensation Coverage. CERTIFICATE HOLDER CANCELLATION ^ • City of Miami Building Department A 44 sw Avenue. 4th Floor Miami, FL 33130 1 $HOULP ANY OP THE ABOVE DESCRISEb POLICIES SS CANCELLED DEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT;BUT FAILURE TODOSOSHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY -NINO UPON THE INSURER, (Ts AGENTS OR EiEPRESENTATIYES. AUTHORIZED REPRESENTATIVE "" icr. M rt iiHoerber, Agent FL Lic #A120671 AGORD 25 (2001105) +AG NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOUO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: 36' I 111111111111 1 11111111111111111111111111111111 CFN 2O11IRO366276 OR Bit 27711 Ps 32337 (1Ps RECORDED 06/06/2011 12:03 :06 HARVEY RUVINr CLERK. OF COURT MIAMI- C'AC'E COUNTYr FLORIDA LAST PAGE 2. Description of improvement: " ( o[..)-t- - A 6A- + 3. Owner(s) name and address: vv t -41 360 1 q 7 Interest in property: c->L. -1-> �--- Name and address of fee simple titleholder: f� 4. Contractor's name and address: & S (7:4904) • c7 Z- ZS S, b j . e (z`c o .,r 5. Surety: (Payment bond required by owner from contractor, if any) F I C - k�^sr'�, CeeviTY DPZ` I HEITaY CERII a if* i & 'zc g r iky Name and address: Amount of bond $ 6. Lender's name and address: ong, .: rk-d rs 7. Persons within the state of Florida designated by 9w A cumen be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name a • address: 9. Expiration da of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is spec ed) — 2. Zo l Z--- Signa Print Owner's Name Sworn to and subscribed Notary Public Print Notary's Name My commission expires: before me this day of 1) 1A , 20 IL. 123.01 -52 PAGE 4 5/06 cL'jsaia T; - _Commission #DD896213 ,, E•gpu'e8: .NNE 03, 2013 BONDED mu ATt.A fiC BONDING CO.,INC. 1 Prepared by 1'5414 S -- 1-- Address: 17 2-S 5 -i(Xt -e Huey Ft_ rett 3,(57 t-Fe 20 - SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1)H1 JUN 1 3 °2011 R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofin permit, and to explain to the owner the content of the section. The provisions of Section R4402 govem the imum requirements and standards of the industry for roofing system installations. Additionally : ollowing items should be addressed as part of the agreement between the owner ant the contract yr owner's initial in the designated space indicates that the item has been explained. Aesthetics- Workmanship: the workmanship provisions of Section R4402 are for the purpose of ing that the roof system meets the wind resistance and water instruction performance standards. sthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as «• for or architectural appearance, that are not part of a zoning code, should be addressed as part of the a,, -ment between the owner and the contractor. A' jCommon roofs: Common roofs are those which have no visible delineation between neighboring unit , townhp�uses, condominiums, etc.) In buildings with common roofs, the roofing contractor and /or o „u )d- (iotify the occupants of adjacent units of roofing to be performed. rena to re Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior g th = xisting roof system). Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be /VI - • from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail ene.lo of the underside of the decking may not be acceptable. This provides the option of maintaining the �.�:ra'ce. Ponding water: The current roof system and /or deck of the building may not drain well and may ater to pond (accumulate) in low -lying areas of the roof. Pounding can be an indication of structural ss and may require the review of a professional structural engineer. Pounding may shorten the life pectancy and performance of the new roofing system. Pounding conditions may not be evident until the origin ,ofing system is removed. Pounding conditions should be corrected. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not d from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in • -1'ce with the requirements of Sections R4402, R4403 and R4413. 7. / j int r Ventilation: Most roof structures should have some ability to vent natural airflow through the the structure assembly (the building itself). The existing amount of attic ventilation shall not be It may be beneficial to consider additional venting which can result in extending the service life of the Owner /Agent's Signature Date Revised on 7/9/2009 LD Contractor Signature Date tion C tILAM "Delivering Excellence Every Day" , Miami-Dade CotttOuildIrtgDepartMent Electronic High Velocity Hurricane Zone Roofing Permit Applic Section C page (Low Slope Roof Syst APPROVED BY DATE ZONING DEPT BLDG DEPT TO COMPLIANCE wrni ALL FEDERAL ATE AND COUNTY RULES AND REGULATIONS Fill in the specific roof assembly components. If a component is not required, insert not op • i came (n a) in the teen ROOF SYSTEM MANUFACTURER: Certainteed Corp. Top Ply: Product Approval (NOA): 08-0227.07 System Type: Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (P1) Field: 49 2 (P2) Perimeters: (P3) Comers: psf 82.6 124 3 . psf psf Maximum Design Pressure From NOA: Roof Slope: " : 12 Roof Mean Height: Parapet Walls: 0 No 0 Yes Parapet wall Height psf Deck Type: Support Spacing: --5/8" Plywood— EMI Alternate Deck Type: Existing Roof: " o/c ft. n a SBS MODIFIED Fire Barrier n/a Vapor Berner n/a Anchor Sheet: n/a Anchor Sheet Fastener / Bonding Material: n/a Insulation Base Layer Size & Thickness: insulation Base Layer Fastener / Bonding Material: n/a Insulation Top Layer Size & Thickness: n/a Insulation Top Layer Fastener / Bonding Material: n/a Base Sheet(s) & No of Ply(s): Glass Ba e G2 Ply 1 Base Sheet Fastener / Bonding Material: 1 1/4" Ringshank nails with tin caps PIy Sheet(s) & No. of Ply(s): Ply 4 Fiberglass 2 Plies PIy Sheet Fastener / Bonding Material: Hot mop w/ asphalt Mineral Surface Capsheet Top Ply Fastening / Bonding Material: Hot Mop with Asphalt Gra Surfacing: nules „_.. SINGLE PLY MEMBRANE: Single Ply Manufacturer / Type: n/a Single PIy Sheet Width: No. of Single PIy 1/2 sheets: ft Single Ply Membrane Fastening / Bonding Material: " 1/2 Sheet VVidth: n/a FASTENER SPACING FOR BASESHEET ATTACHMENT 0 SINGLE PLY MEMBRANE ATTACHMENT 1. Field: 2. Perimeter: " o/c @ Laps & a " o/c @ Laps & rows rows olc olc 3. Corner: " o/c @ Laps & rows 111 " o/c " NUMBER OF FASTENERS PER INSULATION BOARD: 1. Field: F.7,1 2. Perimeter. F 3. Comer El Insulation Fastener Type : n/a WOOD NAILER TYPE AND SIZE: n/a Wood Nailer Fastener Type and Spacing: n/a EDGE & COPING METAL SIZES: Edge Metal Material: —Galvanized Metal— Edge Size: —3" face 26 ga.— Hook Strip Size: SELECT EDGE Edge Metal Attachment: 1 1/4" Ringshank nails @A" O/C 1111111111i111W1 111.1111111111111112 Coping Material: —SELECT PARAPV FI A C ING TERIAL- Coping Size: —SELECT COPIN Hook Strip Size: —SELECT CO Parapet Coping Metal Attachment: In/a SIZE- Section A "Delivering Excellence Every Day" Master Permit No: , Miami-Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form Section A (General Information) Process No: Contractor's Name: 16qa c.„5 (2-6204-Lvuo) c—e9 Job Address: Low Slope ( O Asphaltic Shingles O Sprayed Polyurethane Foam Roof Category O Mechanically Fastened Tile O Metal Panel/Shingles • Other: O Mortar/Adhesive Set Tile O Wood Shingles/Shakes Roof Type 0 New Roof aRe-Roofing 0 Recovering 0 Repair 0 Maintenance If yes, what type? 0 Natural 0 LPGX Are there Gas Vent Stacks located on the roof? 0 Yes C4 No Roof System Information Low slope roof area (ft.2) 00 Steep Sloped area (ft.2) Section B (Roof Plan) Total (ft.2) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a): Corner Size (a' x a'): (V t Section C2d 1AM 1. Mffires.,c404*., i44:14NRO.7.,,g AVAAAA,4404,444 Delivering Excellence Every Day" Miami-Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form lustrate Components Noted and Details as Applicable: Joodblocking, Gutter, Edge Terminations/Stripping/Flashing, Continuous Cleat, Cant Strip, Base 'lashing, Counterflashing, Coping, Etc. ,dicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material -hickness, Fastener Type, Fastener Spacing A.: Submit Manufacturers Details that Comply with RAS-111 and Chapter 16. ( taw. t`it etA ? CA? I-6 Vcclee ( 1 bASe eciA.444.( eaki-Lf f`kt-ci-c4/1_ e C211. ON • 1404 vcre-e p A , 4 et Wall ean Her BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLBR BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CertainTeed Corporation (PA) 1400 Union Meeting Road, P.Q. Box 1100 Blue Bell, PA 19422 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee 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 BCCO (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. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO 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 and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: CertainTeed Conventional Built-Up-Roof Systems Over Wood Decks LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate -this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 03- 0827.05 and consists of pages 1 thrqugh 21. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 08- 0227.07 Expiration Date: 06/19/13 Approval Date: 05/15/08 Page 1 of 21 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category Built -Up Roofing Material: Fiberglass Deck Type: Wood Maximum Design Pressure -60 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product All Weather/Empire Base Sheet Flintglase Mineral Surfaced Cap Sheet Flintglas IV or VI Ply Sheet Type Flex- I -Glas or Flex -I -Glas FR Base Sheet GlasBaseTM Base Sheet No. 15 Perforated Felt Yosemite Yosemite6 Mineral Surfaced Cap Sheet AAMITIADE COUNTY APPROVED Dimensions 36 "x72 ;Roll weight: 86 lbs. (2 squares) 36" X 36`; Roll Weight 78 lbs. (1 square) 36" x 180'; Roll weight: 40/55 lbs. (5 squares) 36" x 108'; Roll weight 90 lbs. (3 squares) 36" x 108'; Roll weight: 69 lbs. (3 squares) 36" x 144', Roll weight: 90 lbs. (4 square) 36" x 36'; Roll weight: 90 lbs. TABLE 1 Test Specification ASTM D 2626 UL Type 15 ASTM D 3909 Product Description Asphalt coated, organic base sheet. Asphalt impregnated and coated inorganic glass fiber surfaced with mineral granules used as the top ply in conventional built-up roof membranes. ASTM D 2178 Fiberglass, asphalt impregnated ply sheet. Type 1V or VI UL Type G1 ASTM D 5147 SBS Modified, fiberglass reinforced base sheet. ASTM D 4601 Asphalt coated, fiberglass base sheet. UL Type G2 ASTM D 226 Organic asphalt saturated felt. ASTM D 249 Mineral Surfaced organic cap and buffer UL Type 30 sheet. NOA No.: 08- 0227.07 Expiration Date: 06/19/13 Approval Date: 05/15/08 Page 2 of 21 APPROVED INSULATIONS: Product Name FiintBoard ISO PYROX ACFoam II ISO 95+ High Density Wood Fiberboard Perlite Insulation Dens Deck ENRGY -1, ENRGY -2, Plus, UltraGard Gold, PSI -25 FiberGlass Roof Insulation Fesco Board ISORoc Paroc Cap Board Multi -Max, FA APPROVED FASTENERS: Fastener Product Number Name 1. #12 & #14 Dekfast Fastener 2. Dekfast Hex Plate 3. - Dekfast Lock Plate 4. #I2 & #14 Roofgrip Fasteners 5. AccuTrac Hextra Fasteners 6. Metal Plate TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Wood fiber insulation board Perlite insulation board Water resistant gypsum board Polyisocyanurate foam insulation Glass fiber/Mineral fiber insulation Expanded mineral fiber insulation Polyisocyanurate foam / rockwool composite insulation Rockwool insulation Polyisocyanurate foam insulation TABLE 3 Product Description Insulation fastener Galvalume AZ50 steel plate Polypropylene plate Insulation fastener for wood and steel. Insulation fastener for wood and steel Galvalume stress plate. Manufacturer (With Current NOA) CertainTeed Apache Products Co. Atlas Energy Products Firestone Building Products, Inc. generic generic G -P Gypsum Corp. Johns Manville Johns Manville Johns Manville Johns Manville Partek, Inc. RMax, Inc. Manufacturer Dimensions (With Current NOA) Construction Fasteners, Inc. 2' /g" x 3'Aa" Construction Fasteners, Inc. 3" x 3 1/4" Construction Fasteners, Inc. ITW Buildex Corp. ITW Buildex Corp. ITW Buildex Corp. 3" round 3" square NOA No.: 08- 0227.07 Expiration Date: 06/19/13 Approval Date: 05/15/08 Page 3 of 21 APPROVED FASTENERS: Fastener Number Product Name 7. Gearlok Plastic Plate 8. UltraFast 9. UltraFast ASAP 10. UltraFast Metal Plate 11. UltraFast Plastic Plate 12. Olympic Fastener #12 #14 13. Olympic Standard 14. Insul -Fixx Fastener 15. Insul -Fixx S Plate 16. Tru -Fast Fasteners 17. Tru -Fast MP -3 18. Tru -Fast Plates 19. Tru -Fast Plates EVIDENCE SUBMITTED: Test Agency/Identifier Factory Mutual Research Corp. Exterior Research & Design, Inc. TABLE 3 Product Description Polypropylene round plate Insulation fastener for wood and steel. Pre - assembled Insulation fastener and plate Gaivalume AZ55 steel plate High Density Polyolefin round plate & Insulation fastener Gaivalume AZ50 steel plate Insulation fastener for steel and wood decks Gaivalume AZ50 steel plate Insulation fastener for wood and steel decks Gaivalume AZ50 steel plate Gaivalume AZ55 steel plate Polyethylene plastic plate Name Fastening Requirements FMRC 4470 TAS 114 TAS 117 Manufacturer Dimensions (With Current NOA) 32" ITW Buildex Corp. Johns Manville 3" square & 3 " round 3" round 3" round 3" round 3" round 3" round 3" round Johns Manville Johns Manville Johns Manville Olympic Mfg. Group, Inc. Olympic Mfg. Group, Inc. SFS Stadler, Inc. SFS Stadler, Inc. The Tru -Fast Corp. The Tru -Fast Corp. The Tru -Fast Corp. The Tru -Fast Corp. Report Date FMRC 1996 01/01/96 J.I. #3Y8A1.AM 03/23/96 3513.08.02 08/15/02 3515.07.03 07/22/03 NOA No.: 08- 0227.07 Expiration Date: 06/19/13 Approval Date: 05/15/08 Page 4 of 21 APPROVED ASSEMBLIES: 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 apply. One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density /ft2 ENRGY 2, ENRGY 2 Plus, ISORoc, Multi -Max Minimum 1" thick N/A N/A Fiberglas Minimum 15/16" thick N/A N/A Perlite, Paroc Minimum at" thick N/A N/A High Density Wood Fiberboard Minimum V2" thick N/A N/A Dens -Deck 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 Ibs /100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. Anchor sheet: All Weather /Empire, Flex -I Glas, Flex -I -Glas FR or GlasBase base sheet mechanically attached as detailed below. Fastening: Anchor sheet shall be lapped 4" and fastened with approved roofing nails and tin caps 9" o.c. in the lap and two rows staggered in the center of the sheet 12" o.c. • Base Sheet: (Optional) Install one ply of All Weather/Empire, Flex I -Glas, Flex- I -Glas FR or GlasBase base sheet directly over the top layer of insulation. Adhere with any approved mopping asphalt at an application rate of 20 -35 lbsfsq. Ply Sheet: Two or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) or #15 Asphalt Perforated Felt ply sheet adhered in a full mopping of approved asphalt at an application rate of 20 -35 lbs. /sq. ' Cap Sheet: • ,• :APPROVED' (Optional) One ply of Flintglas Mineral Surface cap sheet adhered in a full mopping of approved asphalt at an application rate of 20 -35 lbs. /sq. NOA No.: 08- 0227.07 Expiration Date: 06/19/13 Approval Date: 05/15/08 Page 5 of 21 Surfacing: (Required if no cap sheet is used) Install one of the following; 1. Gravel or slag applied at 400 lb./sq. and 300 lb. /sq. respectively in a flood coat of approved asphalt at 60 lb. /sq. 2. A two part coating consisting of a base coat of Static Asphalt Fibered Emulsion at rate of 3 gal./sq. or Monoform compound; surfaced with 1 gal./sq. Sta -Kool non- Fbered aluminum coating or fibered APOC No, 212. Maximum Design Pressure: -45 psf (See General Limitation 19) NOA No.: 08- 0227.07 Expiration Date: 06/19/13 Approval Date: 05/15/08 Page 6 of 21 Deck Type II: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank System Type A(2): Anchor sheet mechanically fastened; all layers of insulation adhered with approved asphalt. All General and System Limitations apply. One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density /ft2 ENRGY 2, ENRGY 3, Multi-Max FA, AC Foam II, FlintBoard ISO Minimum 1.5" thick N/A N/A Fiberglas Minimum is /I6" thick N/A N/A Perlite, Paroc Minimum 3/4" thick N/A N/A High Density Wood Fiberboard Minimum Y2" thick N/A N/A Dens -Deck Minimum x/" 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 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. Anchor Sheet: GlasBase base sheet or Flintglas Premium Ply Sheet mechanically attached as detailed below. Fastening: Anchor sheet shall be lapped 4" and fastened with 11 ga. annular ring shank nails and approved tin caps 8 "o.c. in the lap and three rows staggered in the center of the sheet 8 "o.c. Base Sheet: (Optional) Install one ply of All Weather /Empire, Flex -I -Glas, Flex -I -Glas FR or GlasBase base sheet directly over the top layer of insulation. Adhere with any approved mopping asphalt at an application rate of 20 -40 lbs. /sq. Ply Sheet: Two or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium PIy Sheet (Type VI) or #15 Asphalt Perforated Felt ply sheet adhered in a full mopping of approved asphalt at an application rate of 20- 401bs. /sq. Cap Sheet: (Optional) One ply of Flintglas Mineral Surface cap sheet adhered in a full mopping of approved asphalt at an application rate of 20 -40 lbs. /sq. MIAMMI DADE COUNTY rTPPROV.ED NOA No.: 08- 0227.07 Expiration Date: 06/19/13 Approval Date: 05/15/08 Page 7 of 21 Surfacing: (Required if no cap sheet is used) Install one of the following: 1. Gravel or slag applied at 400 lb./sq. and 300 lb. /sq. respectively in a flood coat of approved asphalt at 60 Ib./sq. 2. A two part coating consisting of a base coat of Static Asphalt Fibered Emulsion at rate of 3 gal. /sq. or Monoform compound; surfaced with 1 galisq. Sta -Kool non- Fbered aluminum coating or flbered APOC No. 212. Maximum Design Pressure: -52.5 psf (See General Limitation #7) NOA No.: 08- 0227.07 Expiration Date: 06/19/13 Approval Date: 05/15/08 Page 8 of 21 Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank attached using approved nails spaced 4" o.c. at wood joists spaced maximum 24" o. c. System Type A(3): Anchor sheet mechanically fastened; all layers of insulation adhered with approved asphalt. All General and System Limitations apply. One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density /ft2 ENRGY 2, ENRGY 3, Multi-Max FA, AC Foam II, FlintBoard ISO Minimum 1.5" thick N/A N/A Fiberglas Minimum 15I16" thick N/A N/A Perlite, Paroc Minimum 3" thick N/A N/A High Density Wood Fiberboard Minimum'/" thick N/A N/A Dens -Deck Minimum 1!4" thick NIA 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 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. Anchor Sheet: Fastening: Base Sheet: Ply Sheet: Cap Sheet: GlasBase base sheet or Flintglas Premium Ply Sheet mechanically attached as detailed below. Anchor sheet shall be lapped 4" and fastened with 11 ga. annular ring shank nails and approved tin caps 8 "o.c. in the lap and three rows staggered in the center of the sheet 8 "o.c. (Optional) Install one ply of All Weather /Empire, Flex I -Glas, Flex- I -Glas FR or GlasBase base sheet directly over the top layer of insulation. Adhere with any approved mopping asphalt at an application rate of 20 -40 lbsisq. Two or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) or #15 Asphalt Perforated Felt ply sheet adhered in a full mopping of approved asphalt at an application rate of 20-40 lbs. /sq. (Optional) One ply of Flintglas Mineral Surface cap sheet adhered in a full mopping of approved asphalt at an application rate of 20-40 lbs. /sq. NOA No.: 08- 0227.07 Expiration Date: 06/19/13 Approval Date: 05/15/08 Page 9 of 21 Surfacing: (Required if no cap sheet is used) Install one of the following: 1. Gravel or slag applied at 400 Ibisq. and 300 lb./sq. respectively in a flood coat of approved asphalt at 60 lb./sq. 2. A two part coating consisting of a base coat of Static Asphalt Fibered Emulsion at rate of 3 gal./sq. or Monoform compound; surfaced with 1 gal. /sq. Sta -Kool non - fibered aluminum coating or fibered APOC No. 212. Maximum Design Pressure: -60 psf (See General Limitation #7) MIAMI DADECOUNTY APPROVED NOA No.: 08- 0227.07 Expiration Date: 06/19/13 Approval Date: 05/15/08 Page 10 of 21 Deck Type 11: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank. System Type A(4): Anchor sheet mechanically fastened; all layers of insulation adhered with approved asphalt. All General and System Limitations apply. One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density /ft2 ENRGY 2, ENRGY 3, Multi -Max FA, AC Foam II, FlintBoard ISO Minimum 1.5" 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 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base Iayers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. Anchor Sheet: GlasBase base sheet or Flintglas.Premium_Ply Sheet mechanically attached as detailed below. Fastening: Anchor sheet shall be lapped 4" and fastened with 11 ga. annular ring shank nails and approved tin caps 8 "o.c. in the lap and three rows staggered in the center of the sheet 8 "o.c. Base Sheet: One ply of BIack Diamond Base Sheet self - adhered. Ply Sheet: Two or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) or #I5 Asphalt Perforated. Felt ply sheet adhered in a full mopping of approved asphalt at an application rate of 20 -40 Ibs. /sq. Cap Sheet: (Optional) One ply of Flintglas Mineral Surface cap sheet adhered in a full mopping of approved asphalt at an application rate of 20-40 Ibs.sq. Surfacing: (Required if no cap sheet is used) Install one of the following: 1. Gravel or slag applied at 400 lb. /sq. and 300 Ib.sq. respectively in a flood coat of approved asphalt at 60 lb./sq. 2. A two part coating consisting of a base coat of Static Asphalt Fibered Emulsion at rate of 3 gal. /sq. or Monoform compound; surfaced with 1 gal. /sq. Sta -Kool non- fibered aluminum coating or fibered APOC No. 212. Maximum Design Pressure: -52.5 psf (See General Limitation #7) NOA No.: 08- 0227.07 Expiration Date: 06/19/13 Approval Date: 05 /15/08 Page 11 of 21 Deck Type 1I: Wood, Insulated Deck .Description: 19/32" or greater plywood or wood plank System Type B: Base layer of insulation•mechanically fastened, optional top layer adhered with approved asphalt. All General and System Limitations apply. One or more layers of any of the following insulations. Base Insulation Layer AC -Foam II, FlintBoard ISO Minimum 1.3" thick ENRGY 2 Minimum 1.4" thick ENRGY 2 Plus Minimum 1.5" thick ISORoc Minimum 1.5" thick Multi -Max Minimum 1.5" thick Fiberglas Minimum 15/16" thick Perlite Minimum 31" thick High Density Wood Fiberboard Minimum %" thick Insulation Fasteners Fastener (Table 3) Density /ft2 1,4,5or12 1:3ft2 1,4,5,12or16 1:3ft2 1,14or16 1:4 ft2 1, 4, 5,12 or 16 1:2.67 ft2 1, 4, 5, 12, 14 or 16 1:2.9 ft2 1, 4, 5, 8, 12, 14 or 16 1:2.67 ft2 1,4,5or16 1 :2ft2 1,4,5,14or16 1 :2ft2 Note: Base layer shall be mechanically attached with fasteners and density described above. 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). Top Insulation Layer (Optional) Insulation Fasteners Fastener (Table 3) Density /ft2 Any of the insulations listed for Base Layer, above. Faroe Minimum %" thick N/A N/A Note: Optional top layer of insulation shall be adhered with approved asphalt within the EVT range and at a rate of 20 -40 lbs. /100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Composite insulation boards used as a top layer shall be installed with the polyisocyanurate face down. NOA No.: 08- 0227.07 Expiration Date: 06/19/13 Approval Date: 05/15/08 Page 12 of 21 Base Sheet: (Optional) Install one ply of All Weather /Empire, Flex -I -Glas, Flex- I-Glas FR or GlasBase base sheet directly over the top layer of insulation; Adhere with any approved mopping asphalt at an application rate of 20 -35 Ibs. /sq. Ply Sheet: Two or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) or #15 Asphalt Perforated Felt ply sheet adhered in a full mopping of approved asphalt at an application rate of 20 -35 Ibs./sq. Cap Sheet: (Optional) One ply of Flintglas Mineral Surface cap sheet adhered in a full mopping of approved asphalt at an application rate of 20 -35 lbs. /sq. Surfacing: (Required if no cap sheet is used) Install one of fihe following: I. Gravel or slag applied at 400 lb. /sq. and 300 lb./sq. respectively in a flood coat of approved asphalt at 60 lb./sq. 2. A two part coating consisting of a base coat of Static Asphalt Fibered Emulsion at rate of 3 gal. /sq. or Monoform compound; surfaced with 1 gal./sq. Sta Kool non- fbered aluminum coating or fibered APOC No. 212. Maximum Design Pressure: -45 psf (See General Limitation #9) MIAMI DADE.COUNTY APPROVED NOA No.: 08- 0227.07 Expiration Date: 06/19/13 Approval Date: 05/15/08 Page 13 of 21 Deck Type 1I: Deck Description: System Type C: Wood, Insulated 19/32" or greater plywood or wood plank All layers of insulation simultaneously attached. All General and System Limitations apply. One or more layers of any of the following insulations: Base Insulation Layer (Optional) Insulation Fasteners (Table 3) AC -Foam 11, ENRGY 2,ENRGY 2 Plus, ISORoc, Multi -Max, FlintBoard ISO Minimum 1" thick N/A Fiberglas Minimum 15/16" thick Perlite, Paroc Minimum 3/4" thick High Density Wood Fiberboard Minimum %" thick Note: All layers shall be simultaneous Top Insulation Layer AC -Foam II, FlintBoard ISO Minimum 1.3" thick ENRGY 2 Minimum 1.4" thick ISORoc 1.5" thick Multi -Max Minimum 1.5" thick ENRGY 2 Plus Minimum 1.5" thick Multi -Max Minimum 1.5" thick Fiberglas Minimum 1546" thick Perlite Minimum 3l" thick High Density Wood Fiberboard Minimum 1/2" thick N/A N/A N/A Fastener Density /ft2 N/A NIA N/A N/A simultaneous' fastened; see top layer below for fasteners and density. Insulation Fasteners (Table 3) 1,4,5or12 1,4,5,12or16 1,4,5,8,12 or 16 1, 4, 5, 12, 14 or 16 1,14or16 1, 4, 5, 12, 14 or 16 1, 4, 5, 8, 12, 14 or 16 1, 12, 14 or 16 1, 4, 5, 12, 14 or 16 Fastener Density /ft2 1 :3 ft2 1:3 ftz 1:2.67 ft2 1:2.9 ft2 1:4 ft2 1 :2.9 ft2 1 :2.67 ft2 1:2 ft2 1:2 ft' NOA No.: 08- 0227.07 Expiration Date: 06/19/13 Approval Date: 05/15/08 Page 14 of 21 Note: All layers of insulation shall be mechanically attached using the fastener density listed above. The 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. Base Sheet: Ply Sheet: Cap Sheet: Surfacing: Maximum Design Pressure: (Optional) Install one ply of All Weather/Empire, Flex- I -Glas, Flex. -I -Glas FR or GlasBase base sheet directly over the top layer of insulation. Adhere with any approved mopping asphalt at an application rate of 20 -40 lbs. /sq. Two or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) or #15 Asphalt Perforated Felt ply sheet adhered in a full mopping of approved asphalt at an application rate of 20 -40 lbs./sq. (Optional) One ply of Flintglas Mineral Surface cap sheet adhered in a full mopping of approved asphalt at an application raze of 20-40 lbs. /sq. (Required if no cap sheet is used) Install one of the following: 1. Gravel or slag applied at 400 lb./sq. and 300 Ibisq. respectively in a flood coat of approved asphalt at 60 lb. /sq. 2. A two part coating consisting of a base coat of Static Asphalt Fibered Emulsion at rate of 3 gal.lsq. or Monofonn compound; surfaced with 1 gal. /sq. Sta Kool non-fibered aluminum coating or Fbered APOC No. 212. - 45psf. (See General Limitation #9) NOA No.: 08-0227.07 Expiration Date: 06/19/13 Approval Date: 05 /15/08 Page 15 of 21 Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank System Type D: All layers of insulation and base sheet simultaneously attached. All General and System Limitations apply. One or more layers of any of the following insulations: Base Insulation Layer (Optional) Insulation Fasteners Fastener (Table 3) Density /ft2 Pyrox Minimum 1.3 " thick N/A N/A ACFoaxn -H, UltraGard Gold, ENRGY -2, PSI-25, FlintBoard ISO Minimum 1.5" thick N/A N/A Fiberglas Minimum I5/16" thick N/A N/A Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density /ft2 Perlite Minimum %" thick N/A N/A High Density Wood Fiberboard Minimum' /" thick N/A N/A Dens -Deck Minimum 1/4" thick N/A N/A Note: All insulation shall have preliminary attachment, prior to the installation of the roofing membrane at a minimum application rate of two fasteners per board for insulation boards having no dimension greater than 4 ft., and four fasteners for any insulation board having no dimension greater than 8 ft. Base Sheet: All Weather/Empire, Flex- I -Glas, Flex- I -Glas FR or GlasBase mechanically attached as detailed below. Fastening: Olympic Screws #12 or #14 and metal plates, Dekfast #14 or #15 and metal plates, Tru -Fast 12 or #14 and MP -3 Plates or SFS Insulfixx #12 or #14 and metal plates spaced 4" o.c. at a 4" side lap and two staggered rows in the center of the sheet, 24" o.c. Ply Sheet: Two or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) or #15 Asphalt Perforated Felt ply sheet adhered in a full mopping of approved asphalt at an application rate of 20 -35 lbs. /sq. Cap Sheet: (Optional) One ply of Flintglas Mineral Surface cap sheet adhered in a full mopping of approved asphalt at an application rate of 20- 35lbs. /sq. MIAMIOADE CO APPROVED NOA No.: 08- 0227.07 Expiration Date: 06/19/13 Approval Date: 05/15/08 Page 16 of 21 Surfacing: (Required if no cap sheet is used) Install one of the following: 1. Gravel or slag applied at 400 Ibisq. and 300 lb. /sq. respectively in a flood coat of approved .asphalt at 60 lb. /sq. 2. A two part coating consisting of a base coat of Static Asphalt Fibered Emulsion at rate of 3 gal./sq. or Monoform compound; surfaced with 1 gal. /sq. Sta -Kool non- fibered aluminum coating or fibered APOC No. 212. Maximum Design Pressure: - 45psf. (See General Limitation #9) NOA No.: 08- 0227.07 Expiration Date: 06/19/13 Approval Date: 05/15/08 Page 17 of 21 Deck Type 1: Wood, Non - Insulated Deck Description: 19/32" or greater plywood or wood plank System Type E(1): Base sheet mechanically attached. All General and System Limitations apply. Base Sheet: All Weather /Empire, Flex- I -Glas, Flex -I -Glas FR or GlasBase base sheet mechanically attached as detailed below. Fastening: Base sheet shall be lapped 4" and fastened with approved roofing nails and tin caps 9" o.c. in the lap and two rows staggered in the center of the sheet 12" 0.0. Ply Sheet: Two or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) or #15 Asphalt Perforated Felt ply sheet adhered in a full mopping of approved asphalt at an application rate of 20 -35 lbs. /sq. Cap Sheet: (Optional) One ply of Flintglas Mineral Surface cap sheet adhered in a full mopping of approved asphalt at an application rate of 20-35 lbs. /sq. Surfacing: (Required if no cap sheet is used) Install one of the following: 1. Gravel or slag applied at 400 lb./sq. and 300 lb./sq. respectively in a flood coat • of approved asphalt at 60 lb. /sq. 2. A two part coating consisting of a base coat of Static Asphalt Fibered Emulsion at rate of 3 gal. /sq. or Monoform compound; surfaced with 1 gal. /sq. Sta -Koo1 non-fibered aluminum coating or fibered APOC No. 212. Maximum Design Pressure: -45psf. (See General Limitation #9) NOA No.: 08- 0227.07 Expiration Date: 06/19/13 Approval Date: 05/15/08 Page 18 of 21 t 111 Deck Type 1: .od, Non- Insulated Deck Deseription:�19 /32" or greater plywood or wood plank System Type E(2): Base sheet mechanically attached. All General and System Limitations apply. Base Sheet: GlasBase base sheet or Flintglas Premium Ply Sheet mechanically attached as detailed below. Fastening. Base sheet shall be lapped 4" and fastened with 11 ga. annular ring shank nails and approved tin caps 8 "o.c. in the lap and three rows staggered in the center of the sheet 8 "o.c. Ply Sheet: Two or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) or #15 Asphalt Perforated Felt ply sheet adhered in a full mopping of approved asphalt at an application rate of 20- 35lbs.sq. Cap Sheet: (Optional) One ply of Flintglas Mineral Surface cap sheet adhered in a full mopping of approved asphalt at an application rate of 20 -35 lbs. /sq. Surfacing: (Required if no cap sheet is used) Install one of the following: 1. Gravel or slag applied at 400 lbisq. and 300 lb./sq. respectively in a flood coat of approved asphalt at 60 lbisq. 2. A two part coating consisting of a base coat of Static Asphalt Fibered Emulsion at rate of 3 gal./sq. or Monoform compound; surfaced with 1 gal. /sq. Sta -Kool non- fibered aluminum coating or fibered APOC No. 212. Maximum Design Pressure: -52.5 psf. (See General Limitation #7) NOA No.: 08- 0227.07 Expiration Date: 06/19/13 Approval Date: 05/15/08 Page 19 of 21 Deck Type 1: Deck Description: System Type E(3): Base Sheet: Fastening: Ply Sheet: Cap Sheet: Surfacing: Maximum Design Pressure: Wood, Non - Insulated 19/32" or greater plywood or wood plank attached using approved nails spaced 4" o.c. at wood joists spaced maximum 24" o. c. Base sheet mechanically attached. GlasBase base sheet or Flintglas Premium Ply Sheet mechanically attached as detailed below. Base sheet shall be lapped 4" and fastened with 11 ga. annular ring shank nails and approved tin caps 8"o.c. in the lap and three rows staggered in the center of the sheet 8"o.c. Two or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) or #15 Asphalt Perforated Felt ply sheet adhered in a fiall mopping of approved asphalt at an application rate of 20-40 lbs. /sq. (Optional) One ply of Flintglas Mineral Surface cap sheet adhered in a full mopping of approved asphalt at an application rate of 20-40 lbs. /sq. (Required if no cap sheet is used) Install one of the following: 1. Gravel or slag applied at 400 ibisq. and 300 lb./sq. respectively in a flood coat of approved asphalt at 60 lb.sq. 2. A two part coating consisting of a base coat of Static Asphalt Fibered Emulsion at rate of 3 gal. /sq. or Monoform compound; surfaced with 1 gal. /sq. Sta -Kool non- fibered aluminum coating or fbered APOC No. 212. -60 psf (See General Limitation #7) NOA No.: 08- 0227.07 Expiration Date: 06/19/13 Approval Date: 05115/08 Page 20 of 21 t , M WOOD DECK SYSTEM LIMITATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 1 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 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of 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 aeceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofmg Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofmg Application Standard RAS 111 and applicable wind load requirements, 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) END OF THIS ACCEPTANCE • APPROVED NOA No.: 08- 0227.07 Expiration Date: 06/19/13 Approval Date: 05/15/08 Page 21 of 21 90 2005 ROOFING MATERIALS AND SYSTEMS DIRECTORY ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU) — Continued References to Type G2 base sheets includes "Channel -Vent GB ". "FlintBoard Iso", "FlintBoard Iso Cold ", "FlintBoard Iso-T" or "FlintBoard Iso Plus ", may he used wherever polyisocyanurate insulation is specified. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Class A ROOF COVERING MATERIALS (TEVT) 1. Deck: NC Incline: 3 Base Sheet: Type G2 Glasbase. Ply Sheet: Type Gl Flintglas or Type G2 Glasbase. Surfacing: Gravel or slag. 2. Deck: C- 15/16* Incline: 1/2 *A11 joints blocked. Base Sheet: Two layers Type G2 "Glasbase" base sheet or Type G -1 "Flintglas Ply Sheet ". Surfacing: Type G3 "Flintglas Mineral Surfaced ". 3. Deck: NC Incline: 3 Base Sheet: Two layers Type 15 All Weather /Empire. Surfacing: Gravel or slag. 4. Deck: NC Indine: 3 Insulation: Polyisocyanurate, mechanically fastened or hot mopped, any thickness. Base Sheet: Two to five plies Type 15 asphalt organic or Type G2 asphalt glass hot mopped. Surfacing: Gravel. 5. Deck: C 15/32 Incline: 3 Insulation: Polyisocyanurate 1 in. min., mechanically fastened or hot mopped. Base Sheet: Three plies Type 15 asphalt saturated organic felt (perfo- rated) hot mopped with hot roofing asphalt. Surfacing: Gravel. 6. Deck: C -15/32 Incline: 3 Vapor Retarder (Optional): Type G2 "Glasbase" or UL Classified vapor retarder. • Insulation (Optional): One or more layers or combination of the following: Polyisocyanurate, perlite, glass fiber or wood fiber, any thickness. Base Sheet: Type G2 "Glasbase" base sheet. Ply Sheets: Two to three layers of Type G1 "Flintglas" ply sheet or Type G -2 "Glasbase' base sheet. Surfacing: Gravel or slag. 7. Deck: C -15/32 . Incline: 3 Vapor Retarder (Optional): Type G2 "Glasbase" or UL Classified vapor retarder. Insulation (Optional): One or more layers or combination of the following: Polyisocyanurate, perlite, glass fiber or wood fiber, any thickness. Membrane: Three or four layers of Type Gl "Flintglas" ply sheet. Surfacing: Gravel or slag. (8: deck: C- 15/32. Incline: 1 �—/ Vapor Retarder (Optional): Type G2 "Glasbase" or UL Classified vapor retarder. Insulation (Optional): One or more layers or combination of the following: Polyisocyanurate, perlite, glass fiber or wood fiber. Base Sheet: One layer Type G2 "Glasbase" base sheet. Ply Sheets: Two layers Type Gl "Flintglas" ply sheet. Cap Sheet: One layer Type G3 "Flintglas" cap sheet. 9. Deck: NC Incline: 1/2 Insulation (Optional): One or more layers or combination of the following: Johns Manville "ENRGY 2 ", polyisocyanurate, perlite, glass fiber or wood fiber, any thickness. Base Sheet: Two layers Type G2 "Glasbase" base sheet or Type Gl "Flintglas Ply Sheet ". Surfacing: Type G3 "Flintglas Mineral Surfaced ". 10. Deck: C- 15/16* Incline: 1/2 *All joints blocked. Insulation (Optional): One or more layers polyisocyanurate, 2 in. min, wood fiber, 1 in. min, perlite, 3/4 in. min, glass fiber, 15/16 in. min. Base Sheet: Two lavers Type G2 "Glasbase" base sheet or Type G1 "Flintglas Ply Sheet ". Surfacing: Type G3 "Flintglas Mineral Surfaced ". 11. Deck: C -15/32 Incline: 3 Insulation (Optional): Any thickness, one or more layers or combina- tions (optional of "Hy -Therm AP ", "Hy -Therm TAPERED ", "Hy -Therm COMPOSITE ", "Celo- Therm" "HY -Tec (Energy- LOk) ", "TR1- Star ", wood fiber or glass fiber, mechanically fastened or hot mopped. Roofing Systems (TGFU)— Continued Base Sheet: Type 15 asphalt organic felt, or "Glassbase Base Sheet'h(;:' nailed or hot mopped. Ply Sheets: Min three plies Type 15 perforated asphalt organic felt "Flintglas Type VI Premium Ply Sheet ", "Flintglas Type IV Ply Sheer`;i hot mopped. Surfacing: Gravel or slag. 12. Deck: NC Incline: 2 Insulation (Optional): Any thickness, one or more layers or combine:; tions (optional) of "Hy- Therm AP ", "Hy -Therm TAPERED ", "Hy- Therm ' COMPOSITE ", "Celo- Therm ", "HY Tec (Energy- LOK) ", wood fiber or. glass fiber, mechanically fastened or hot mopped. . Base Sheet: Type G2 "Glasshase Base Sheet ", Type 01 "Flintglas Typ6 VI Premium Ply Sheet" or "Flintglas Type IV Ply Sheet ". Ply Sheet: Min one ply Type G1, '`Flintglas Type VI Premium Ply,, Sheet" or "Flintglas Type IV Ply Sheet ", hot mopped. Surfacing: Type G3 cap sheet, "Flintglas Mineral Surfaced Cap Sheet ", hot mopped. Class B Deck: C -15/32 Incline: 1/2 Base Sheet: Two layers Type 15 "All Weather /Empire ". Surfacing: Type G3 "Flintglas Mineral Surfaced ". 2. Deck: C -15/32 Incline: 3/4 Vapor Retarder (Optional): Type G2 "Glasbase" or UL Classified vapor retarder. Insulation (Optional): One or more layers or combination of the following: Polyisocyanurate, perlite, glass fiber or wood fiber. Base Sheet: One layer Type G2 "Glasbase' base sheet. Ply Sheets: One layer Type 01 "Flintglas" ply sheet. Cap Sheet: One layer Type G3 "Flintglas" cap sheet. 3. Deck: NC Indine: 1 Insulation (Optional): Isocyanurate, wood fiber, glass fiber, 2 in..max, mechanically fastened. Base Sheet: One or more plies Type G2, hot mopped or mechanically r., fastened. Ply Sheet: One or more plies Type Gl, "Ply IV" or "Ply VI ", hot mopped or mechanically fastened. Membrane: "Flintglas MS Cap Sheet ", hot mopped. Class C Deck: C 15/32 Incline: 1 Base Sheet: Type G2 Glasbase. Ply Sheet: Two layers Type 01 "Flintglas". Surfacing: Hot roofing asphalt, 20 lb /sq. 2. Deck: C -15/32 Incline: 1 Base Sheet: Type G2 "Glasbase ". Ply Sheet: Two layers Type 01 "Flintglas" or Type G2 "Glasbase ". Surfacing: Hot roofing asphalt, 20 lbs /sq. 3. Deck: NC Indine: 3 Base Sheet: Type 02 "Glasbase'. Cap Sheet: Type G3 "Flintglas Mineral Surfaced ". • tt COAL TAR PITCH FELT SYSTEMS WITH HOT ROOFING COAL TAR PITCH Class A 1. Deck: C 15/32 Indine: 3 Insulation: Polyisocyanurate, 1 min. mechanically - fastened or hot mopped. Ply Sheet: Four to five plies coal tar saturated organic felt or three plies of Type G -1 "Flintglas" ply sheet hot mopped with coal tar pitch or coal tar bitumen. Surfacing: Gravel. 2. Deck: C -15/32 Incline: 1/2 Vapor Retarder (Optional): Type G2 "Glasbase" or UL Classified vapor retarder. Insulation (Optional): One or more layers or combination of the following: "Ultragard Premier ", polyisocyanurate, perlite, glass fiber or wood fiber. Membrane: Three or four layers of Type Gl "Flintglas" ply sheet. Surfacing: Gravel or slag. COLD APPLICATION SYSTEMS Base sheets are mechanically fastened to combustible decks. Base, ply and cap sheets are set in Fibrex Cement at 1 -1/2 gal /sq. to noncombustible decks and between plies. Class B Incline: 1 1. 1 1. Deck: C -15/32 LOOK FOR THE UL MARK ON PRODUCT