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RF-13-2005 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-198480 Permit Number: RF-9-13-2005 Scheduled Inspection Date: September 20,2013 Permit Type: Roof Inspector: Rodriguez,Jorge Inspection Type: Final Roof Owner: SPONDER,SUZANNE Work Classification: Flat Job Address: 160 NE 102 Street Miami Shores, FL 33138- Phone Number (305)539-3099 Parcel Number 1132060131860 Project: <NONE> Contractor: RJ WALSH CONSTRUCTION Phone: (301)401-7717 Building Department Comments Infractio Passed Comments RE-ROOF INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. September 20,2013 For Inspections please call: (305)762-4949 Page 22 of 36 Miami Shores Village D ot� Building Department S E P 0 4 2013 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 BY: INSPECTION'S PHONE NUMBER:(305)762.4949 FBC 20 BUILDING Permit No. PERMIT APPLICATION Master Permit No. — Permit Type: BUILDING ROOFING JOB ADDRESS: IUD City: Miami Shores County: Miami Dade Zip: Z9 Folio/Parcel#: �� Is the Building Historically Designated:Yes NO ✓ Flood Zone: OWNER:Name(Fee Simple Titlehold r): �. Phone#: j05 4 5�`?1 qq i N .C. i Address: � � � City: v L 1 I S V)w� State: �° l© f�lel zip: 3 1 -3 2 ty: (a Wl p: Tenant/Lessee Name: Phone#: 3,0S q 5&, -I g,?g Email: CONTRACTOR:Company Name: KT kj\La, S h L d,w j t c Phone#:Q n 4-d Z(! Address: /®l e) I-0 j City:22�4 4'gokfa a State: ,%° a Zip: Qualifier Name: 1 e Phone#: 41n State Certification or Registration#:0 tj 0 132qj q4 Certificate of Competency#: Contact Phone#: C/ ® Email Address: DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ Square/Linear Footage of Work: S f° Type of Work: ❑Addition DAlteration JONew ❑Reepair/Replaacce ODemojition Description of Work: rz [�' Color thru d1e: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ 3 Bonding Company's Name{(if applicable) Y 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 good faith that a copy of the notice of commencement and.construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will no�e ap ved and a reins ection fee will be charged. Signature a Signature weer cr Agent Co ctor The foregoing instrument was acknowledged before me this -3 The foregoing instrument was acknow dged before me this day of� �,20�,by SU h a D di e�/ , day of ,201 ,by 01 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. A'C, as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: 6��vrjl D. Sign: AD. � o ry u Print: /WAIL" Pint: M Commission Ex ires: 00y Notary Public smote of Florida c mm ® ire P I 7 e Y p ° Maria R Errazquin My Co ssion x 2116 My Commission DDS66706 or n Expires 05109/2014 oY�Y�Y�Yktk:44e�4e4coY:0�:F�Y*�9:k�k�YoYoY � �k9:9:�Y4e9:�k ���k Y4c9e��9e:F4e��Y4:k���Y��t���oYaY�9c YoY��Y9nY*�9e:04:+Y4e9ckoY�Y:Y4e:Yd:9:�YYYY:k9t4rk�9nY�oY:Y4e:Y4:� APPROVED BY 1 Plans Examiner Zoning Structural Review Clerk (Revised 5/2/2012)(Revised 3/12/2012))(Revised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007) DBPR-WALSH, RICHARD JOSEPH; Doing Business As: R J WALSH CONSTRUCT... Page 1 of 1 3:43:18 PM 911212013 Licensee Details Licensee Information Name: WALSH, RICHARD 3OSEPH (Primary Name) R 3 WALSH CONSTRUCTION INC (QaA Name) Main Address: 11440 SW 199TH STREET MIAMI Florida 33157 County: DADE License Mailing: License Location: License Information License Type: Certified Roofing Contractor Rank: Cert Roofing License Number: CCC132'9144 Status: Current,Active Licensure Date: 07/20/2009 Expires: 08/31/2014 Special Qualifications Qualification Effective Construction Business 07/20/2009 View Related License Information View License Complaint 1940 North Monroe Street,Tallahassee FL 32399:: Email:Customer Contact Center::Customer Contact Center:850.487.1395 The State of Florida is an AA/EEO employer.Conyright 2007-2010 State of Florida.Privacy Statement Under Florida law,email addresses are public records.If you do not want your email address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee. However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.Please see our Chapter 455 page to determine if you are affected by this change. https://www.myfloridalicense.com/LicenseDetail.asp?SID=&id=C212AE43486233DDE3... 9/12/2013 1 - ■ LI clearly Identify dimensions I I I 1 - cl - - M. . -e - • - . .a • - - . Cwt.of o Perimeter Width(al: Comer:r I M MM 11(81",A RIM W3.1111 FAMA161 14 AMC RA :A DA 1100116YANAL'a I Egg;I VA- 6 so :A BACYAU P DI DMI10 1 ■■■■■■■■■■■■■■■■■■■■!�A■■'fit!■':.!■■■■■■■■■■■■■■■■■■■■■■ I■■■■■■■■■■■■■■■■t'■■■,Phil■■ill■■11■i�l�■■■■■■■■■■■■■■■■■■ �■■■■■■■■■■■■■n�`:�■:-!'R■'a■■■■■ism!.�liir���llll�■■�■■�!■!■■■■■■■■ ■■■■■■■■■■■■■[I��■1�r!i1��l1■■�1■■■t 1■�ii�ll��■■�t�i['��►''■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ r r � H. -PROPOSED ROOF:SHOW ENTIRE ROOF AGAIN,BUT INCLUDE PROPOSED WORK.INDICATE WHICH PART OF ROOF IS HIPPED/GABLED AND WHICH PART IS FLAT,IF APPLICABLE.IF A FLAT ROOF IS BEING PROPOSED,PLEASE INDICATE WHAT TYPE OF ROOM FLAT ROOF WILL BE CONSTRUCTED OVER.IF THE ENTIRE ROOF IS BEING REPLACED,PLEASE INDICATE SO.- I'c- Contact Name Contact Phone N bum & 0AB&Z Forms\Roofing PackeAroofing packet complete.doc3/7/2012 City.of Miami Springs Building and Zoning Department Owner's Notification for Roofing Permits issued under the Florida Building Code Section 1524-High Velocity Hurricane Zones Required Owners Notification for Roofing Considerations 1524.1 As it pertains to this section,it.is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code,Building,govern the minimum requirements and standards of the industry for roofing system installations. Additionally,the following items should be addressed as part of the agreement between the owner and the contractor. Tlie owner's initials in the adjacent boxes indicate that the item has been explained. 1.Aesthetics-Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics(appearance)issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance,that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2.Renailing Wood Decks:When replacing roofing,the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 15 (High Velocity Hurricane Zones)of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). NOTE: Certification for renailine must be signed and returned on a separate form! 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e.townhouses,condominiums,etc.). In buildings with common roofs,the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4.Exposed Ceilings: Exposed,open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore,roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 5.Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond(accumulate)in low lying.areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. Q -. 2b 6. Overflow scuppers wall outlets): It is required that rainwater flows off so that the roof is not PP ( ) � overloaded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers(wall outlets)are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code,Plumbing. 7.Ventilation:Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). 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 life of the roof. r Owner's/Agent's Signature -Date Contractor's Signature OAR'S AFFIDAVIT OF EXEMPTION a ROOF TO WAIL CONNECMN HB MCANN M-TGA.TION MOFIT FOR EXISTING SYTE- UUMT TG FA .'t +6ID .STRUCT URES PURSUAM:TO��t"IZON x:84.4 FMS. To: M,ami DadA.C:ounty epa4nent 11$45 Coal sY,Sttate 111 A is xti,FL 3.9195 Re: Owner's Name Property Address Roofrng Peimit Nuraber Dear Buii g 16fficW: I ecrtify that I am not required to retrofit the roof to wall connecti ' of my'bti1din8 : The just valWtion for the structure for purposes of art valorem taxation in less than$300,000.00. U The buikliAg.was con ted in cq ance.wish the provisions of the Florida Building Code ��� or wig• the PrbvWOW ofiie X094 edition of the South'Flonda Building Code (19 94 SFBC). Sig Own tl 1c� Al Print Nawze STATE OF FLORIDA COUNTY OF N AW-DADI' Sworn to and sub valnd-be fore me tlris day of (SEAL) ALEJANDRA BRITO °= N tary Public'State of Florida F Comm.Expires Jun 10,2014 1 o Ides •:y„oOic��;;•� Commission#DD 1000541 r� Wh a} va1. . tore pliposes of valorem taxation is-equal to or more than ` ldi ' R! s nvtiEO t 'ad.M co?i cb with e' C nor with 1994 SFSC, $300,00Q.00, and t g ItetroM most.be provided. and n it ofRoof#o Wa11 Connection urric�sire 1Vtitz y Aft"k�,.�,6fifllt� AFFIDAVIT OF COMPLIANCE WITH ROOF DECKING ATTACHMENT AND.SECONDARY i WATER BARRIER HURRICANE MITIGATION RETROFIT FOR EXISTING SITE-BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami-Dade County Building Official 11805 Coral Way,Suite 111 Miami,FL 33175 Re: Owner's Name � j a , Properly Address . 146 l Roofing Permit Number . Dear Building Official: I certify that the roof decking attachment and fasteners have been strengthened ardtorrectedand a as required by the"Manual of Hurricane.Mitigation Retrofits foi Exrst�ng Site-Built Single Family Structures" adopted by the Florida Building Commission by Rule 9B-3.047 F.A.C. Qualifying Agent Signature of gent t Name STATE OF FLORIDA COUNTY OF -DARE Swom to and sub *bed before me this day of .20 /Z (SEAL) dQJ` y QEET D.SAWA]Florida, elSanally No Pubi' Stataof of Produced n!ssE 13 Mq m expires pt. r a Section C Page(Low Slope Roof Systems) Firl in fire specific:roof assembly components.If a component is not required,insert not applicable(nla)m the text box. A F MATERIAL C ROOF SYSTEM MANUFACTURER: GOR Top Ply:GAF MINERAL CAP SHEET Product Approval t tic rA l: 07-1219.09 syti(E,rr Type: Top Ply Fastening/Bonding Material: Wind Uplift Pressures,From RAS 128 or Sealed Calculations: HOT MOP ASPHALT (111) Field: -42.8 psf Surfacing: GRANULES SINGLE PLY MEMBRANE: (I-12) Perimeters: -71 psf Single Ply Manufacturer I Type: 1 (113)Corners:EEI psf NA Maximum Design Pressure From NOA: 52.5 psf NA Single Ply Sheet Width: NA "1/2 Sheet Width:" Roof Slope: 0.50 .: 12 Roof Mean Height: 14 ft. NA No.of Single Ply 1!2 sheets: Parapet.Walls: ID No 0 Yes Parapet wall Height: ft. Single Ply Membrane Fastening!Bonding Material: NA Deck Type: --518"Plywood-- ✓�FASTENER SPACING FOR BASESHEET ATTACHMENT Support Spacing NA "o/c El SINGLE PLY MEMBRANE ATTACHMENT Alternate Deck Two: NA 1.Field:El_o/c @ Laps&F27 rows E"oh- F_xisting Roof SAME 2.Perimeter: "o/c @ Laps& r ows b (1"( ; I'ire Barrier: 3.Corner: 7"o/c @ Laps&[47 rows F67"0/c NA NUMBER OF FASTENERS PER INSULATION BOARD: Vapor'clan ier: rh1P NA 1. Field:FNA 2. Perimeter:FNA 3. Corner: Anchor Sheet: Insulation Fastener Type NA NA Anchor Sheet Fnstenei /Bonding Material: WOOD NAILER TYPE AND SIZE: NA 1 X 8 FASCIA � � -----.� InsUlation Base Layer Size&1 hickness: Wood Nailer Fastener Type and Spacing: NA 813 NAIL Insulation Baso Layer Fastener/Bonding Material: EDGE&COPING METAL SIZES: NA Edge Metal Material: —Galvanized Metal- Insulalron I"op Layer Size&l hickness: I NA Edge Size: —3"face 26 ga.- Insulation 1 op Layer Fastener 1 Bonding Material: Hook Strip Size: —SELECT EDGE METAL HOOK STRIP SIZI- N A Edge Metal Attachment:: E3ase Sheets)&No.of Plylsl: 1-1/4 RS NAIL 4"OC GAF GLASSBASE 75#(1) —SELECT PARAPET WALL COPING MATE RIAI--- Coping Material: fuse Sheer Fastener/Bonding Material _ —� 1-1/4 RS NAIL&TIN CAP 1-518 Coping Size: I--SELECT COPING METAL SIZE OR THICKNESS-- Illy 5hc; l(s) Z No.of PIy(s): Hook Strip Size: —SELECT COPING METAL HOOK STRIP SIZE-- GAF PLY IV (2_) PLY 2. Parapet Coping Metal Attachment: I,ly Sheet Fastener/Bonding Material: N/A HOT MOP ASPHALT TYPE. 1\4 y_� TGFUR1306 - Poofing Systems Page L of a7 1 The use of gypsum board under any of the following Class A,B or C systems does not adversely affect the rating.The use of 1/2-in.minimum thick gypsum board is an acceptable alternate for minimum insulation over C-15/32 thick roof decks. The use of polystyrene insulation board between minimum 3/4-in.thick perlite board and deck with rosin paper(perlite/rosin paper/polystyrene/perlite)is a suitable alternate for polyisocyanurate board in the following Class A,B or C systems. "EnergyGuard@ RA"or"Tapered EnergyGuard@ RA"or"EnergyGuard@ Composite RA"may be substituted for any Atlas polyisocyanurate insulation in any of the following Classifications. Trumbull"Derma Mop"may be utilized with any of the following"Asphalt Felt Systems with Hot Roofing Asphalt". "GAFGLAS@#80 Premium Base Sheet"may be used in any of the following systems. "GAFGLAS@ Flex Ply 6"and'Tri-Ply®Ultra-Flexible Ply 6"are suitable alternates to"GAFGLAS@ Ply 6". "GAFTEMP Permalite Recover Board"may be used in lieu of any perlite insulation in any of the following NC Classifications. Unless otherwise indicated,any of the"Asphalt Felt Systems with Hot Roofing Asphalt"may be surfaced with"Fireshield MB"at 21/2 to 3-gal/100- ft2. "Ruberoid@ Dual Smooth"may be used as an alternate to"Ruberoid@ Mop Smooth"or"Ruberoid@ 20"or"Ruberoid@ 20 HT" "RuberoidO Mop Smooth 1.5"may be used as an alternate to"Ruberoid@ Mop Smooth" Class A,B and 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"Ruberoid@ Mop"SBS products in any applicable Classification.. :. Class A 1.Deck:C-15/32 Incline:3 Insulation(Optional):—One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/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. Deck:C-15/32 Incline:2 Insulation(Optional):—One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/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". Cap Sheet:—One ply Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet"or"Tri-Ply@ Mineral Surfaced Cap Sheet"or"GAFGLAS@ EnergyCap"T"BUR Mineral Surfaced Cap Sheet." 3. Deck: NC Incline:2 Insulation(Optional):—One or more layers perlite,wood fiber,glass fiber,polyisocyanurate,urethane, perlite/polyisocyanurate composite,perlite/urethane composite,wood fiber/polyisocyanurate composite,phenolic,2-in.maximum. Ply Sheet:—Two or more plies Type G1"GAFGLAS@ Ply 4",'Tri-Ply@ Ply 4"or"GAFGLAS@ Ply 6". Cap Sheet:—One ply Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet"or"Tri-Piy@ Mineral Surfaced Cap Sheet'or"GAFGLAS@ EnergyCapT"BUR Mineral Surfaced Cap Sheet." 4.Deck:C-15/32 Incline: 1 Slip Sheet(Optional):—Red rosin paper,nailed to deck. Insulation(optional):—Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System"or any UL Classified Insulation.adhesive. Base Sheet:—One ply Type G2"GAFGLAS@#75 Base Sheet"or"Tri-Ply@#75 Base Sheet"(may be nailed). Ply Sheet:—One or more plies Type G1"GAFGLAS@ Ply 4"or"Tri-Ply(!)Ply 4"or GAFGLAS@ Ply 6". Cap Sheet:—One ply Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet"or"Tri-Ply@ Mineral Surfaced Cap Sheet'or"GAFGLAS@ EnergyCap"" BUR Mineral Surfaced Cap Sheet." Surfacing(optional): —"TOPCOAT@ EnergyCote'""applied at a rate of 2-gal/100-f:2. 5.Deck: NC Incline:3 hrrn•���lars�h:ac�� i,i rnm/rai-bin/XYV/temt)late/LISEXT/IFRAME/showpage.html?name=T... 2/23/2012 Insulated Nailable Deck With Edge Nailer - Illustrate Components Noted and Details as Applicable: Roof Mean Height: 14 ft. Drip Metal: 3X3 GALV 26G Continuous Cleat: Top Ply NA Ilrterplie� •s,, Surfacing: GRANULES Base Sheet `'• ' Top Ply: GAF MINERAL CAP SHEET Anchor Street � Interplies: Drip Metal GAF PLY IIV(2)PLIES- Base Sheet: - G011tlnll4US GAF GLASSBASE 75# Cleat Top Layer of Insulation: ^ wP ood Ni�1iler NA 4 Base Layer of Insulation: s. 4 NA Roof Deck s Wood Nailer: Base Layel 5' 1 X 8 FASCIAL BOARD _7 of Insulations Wood Nailer Fastening: Top Layer 8D NAIL @ 16" 7:1 of Insulation Anchor Sheet: N/A Deck Type: PLYWOOD 5/8 Parapet Wall Nailable Deck High Velocity Hurricane Zone Roofing Permit Application Form Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Terminations/Stripping/Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing Or: Submit Manufacturers Details that Comply with RAS-111 and Chapter 16. Concrete wall Elastomeric sealant tooled to facilitate water run-off' Outional:comoressible l `Elasitomeric sealant Metal counterflashing mech. --attached 8"o/c w/washer Parapet wall height: ft. Seal top of base flashing w/ Roof Mean Height: 16 ft. comptable material • - Base Flashing: Termination bar mech. MODIFIED attached 6"o/c Surfacing: --�'"� - Field plies turned up wall GRANULES l- �f Top Ply: Base flashing min. GAF MINERAL CAP SHEET 8"above finished roof Inter Ply Sheet: GAF PLY IV �Top F'I�r �.Iriterplies Base Sheet: GAF BASE 75# Base Sheet - Roof Deck Type: Roof Deck PLYWOOD 5/8" C MWW4)AAE CoUm' Y,.FLORIDA Nf I, A►y ,1 oA MMO�DADE n AG=BUILDING 140 WWr RItAA OLER STRS T1 SiTrM 1603 BUILDING CODE COMPLIANCE(?I�P'ICE(BCCO) �I�RIDA 33130-1563 PRODUCT CON7 KOL DIVISION . (305)375-2901 FAX(305y 3Z5-2908 NOTICE OF ACCEPTANCE GAF Material Carporatioa. 1361 Alps Road Wayne,NJ 07470 SCOPE: This NOA is being issued under the applicable rinds and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and 1100004 by the Building Code and Product Review Committee to be used in Miami.Bade County and other areas where allowed by the Authority Having Jurisdiction(AM, `Phis NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (in Miami Dade County) and/or the AHJ (in areas other than Miami Dario Comity) 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 ineur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as desdribed herein,and hasbeen designed to comply with the Florida Building C'.ode and the High Velocity Hurricane Zone of the Florida$wilding Code. DESCR.I)E'TION: GAF Conventional Built-UP Roof Systew f or Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's naive 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. TF:RMINA'1'ION of this NOA will occur after the expiration date or if there has been a revision or c lan ge in the materials,use,and/or manufacture of the product or process,Misuse of this NOter as ate C.ndorsement of any product,for sales,advertising or any other purposes shall automatieally this NOA. failure to comply with any section of this NOA shall be cause for termination and removal of NOA. rVDNIF,R.TISEMENT: The NOA number preceded by the words Miami--Dade County, Florida,e NOA s followed by the expiration date may be displayed in advertising literature. if any portion displayed,then it shall be done.in its entirety. t NSPEC'rl()N: A copy of this entire NOA shall be provided to the user by the mattufaclurer or its distributors and shall be available for inspection at the job site at the request of the Bntlding Official. Phis NOA renews and revises NOA No.03-0501.05 and consists of pages i thro gb 19' The submitted documentation was reviewed by Jorge:L.Aaebo, NOA Ho.: 07-1219.09 EIplradon Date. 11104113 D '� LINTY Approval Date: 0I of 18 MIAMI- 1�� Page 1 of 19 Deck Type 1: Wood,Aloe-insulated Deck Description: x9/32"01 greater plywood or wood plank decks 'System Type L' Base sheet mechanically fastenod. All General and System fimftatious shall apply Fire Barrier: FireOufm Fire Barrier Coating,Vei hieleNou Asphaltic Fiberglass Based (optional) Underlayment or SecorockT'a. GAFGLAS`�#80.ULTIMATM Base Sheep S TRATAVENT®ElimunatorTM Base sheet: RUBEROID®2Q,RUBEROID. tJailable,IZUBEROID�Modified Base Sheet, heat-WeldTM Smooth or RUBBROID*Heat-Weld=25 base shut medla►ically fastened to deck as desenibed below; Fastening Options: G.AFGLAS®Ply 4,GAFGLAS* k app #75 ��, shank or Flex any of above Base sheets attar and in two nails and tin caps at a fastener spacing of 9"o.c.at the lap staggered rows 12"o.c.in the field. (Maximum Design Pressure=45 psf,See Gerterul.Limital ka#7) GAF'GLASOD Ply 4,GAFGLAS`a-Flex Ply"6,GAFGLAS®#75 Base Sheet or any of above Base sheets attached to deck with Dill TeT Accs'T�d #14 or# 15 Screws and 3"Drill-Tedn"steel p 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 sheex. (maximum Design Pressure-45 PV;See Ge ie ral L&Uallon#7J GAIFGLASO Flex PIYTM 6,GAFGI,AS #75 Base Sheet or any of above Base sheers attached to deck with approved annular ring shanks 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. (Maadmum Design Pressure 52.5 psf,See Geneirra(t.imltatiott#7) GAFGLA S�'#8QIILTIMATQr,RUBEROID�20,RUgg1LQ1DO Mop Smooth, base shect attached to deck with approved 1'/4 annular ring shank nails and inverted 3"steel plate at a fastener spacing of 9"o.c.at the 4"lap and in two wows staggered with a 5asteww spacing of 9"o.e.in the center'of the.membrane. (M"*nwn Design Pressure—60 psf,See General Lire V) (3AFGLAe#i75 Base Sheet or any of above Base sheets attached to deck with ID3 ill-TecT"�#12 standard,#14 or# 15 Screws and 3"Drll]Tea*" steel plate or D►it1-TecTM AceuTrac Plates, 12"o.c.in 4 rows. One row is in flue 2"side lap. 'Ibe other rows are equally spaced approximately 9"o.c.in the field of the sheet (Maximum Design pressure—b0 psf,See Getler'arl Limltalion#7) Any of above Base sheets attached to deck.approved annular ring,shank nails at and,3"inverted Drill Te6rm insulation plates at a fastener spacing the 4"lap staggered i. two rows 9°in S field. kkniiaao"V) (Maxi Design,Pressure—b4Psf NOA No.: 07-1219-dg Fmpirstion Date: 11104113 Approval Date, 0317,0108 MIAMId?AD COirNrY attar with to deek wth G,APGLAS�'#75 Base Sheet ox any of above Base sbeets Drill-Ter'"912 standard,#14 or# 15 screws One ow is in the 2"side ap_r Drill-TeCm AccuTrac Plates,V oo•ca.in 4 PDW - ��o.c..in the field of the sheet. The other rows are equally p plx (Harximam Design pressure—75 psf,See General MmHafka#7). #80 ULTWA,R,UBF Roe MOp Ply Sheet: One or more plies of GAFGLAS PLY 4, approved asphalt Smooth or R, BEROID 20 adhered in a full mopping of applied within the ENT range and at a rate of 20 q.0 lbsJsq. Ca Sheet: (Optional) One ply of GAFGLA.S�Mineral Sw6ced !Sheet or Cap ® � d Cap Sheet adl�eared in a full GAFGLAS EnergyCap Amaral SW&W and at a rate mopping of approved asphalt applied within the Shod range of 20-40 lbs./sq. Surfacing: (Optional, required if RUBEROe MOP Smooth or ItUB or 20 is top membrane)Install one of the following. actively in 1. Gravel or slag applied at 400 lbsJsq.and 300 lbsJsq•zes P a flood coat of approval asphalt at 60 ftJsq.or applied in a flood coat of Leafs BusW rm Matrix'' 103 Cold process Adhesive applied at a rate of 3 gaUsq. 2• GAFGLAS*Minerah Surfaced Cap Shea,GAFGLA.SO Energy CaP Mineral Surfaced Capsheet adhered tst a a 1 Q 2 g 4 asphalt applied within the EVT range 3. Leak Busterru MatrkTo 303 Premium Fibered Aluminum Roof Caating,.at 1.5 galJsq. 4. Leak Bustairm Nlatr�m 715,Leak a 11Mat1 ix' 322, TOPCOAT®MB+,TOPCO STe F�hield Elasto�eric Roofing- Meinbrane,applied at 1 to 1 Sal q 5. Leak Busberrm M xT1 602 MB Xtta Elastomerie Roofing Membrane,EaergyCotee roof coating applied at 1 to 1.5 gatJs9 6_ TQPCOA' Surface Seal,TOPCOAj m Fireshifeldv SB Solvent based Elastouaeric R.00fmg Membrane applied at lta 1S solar c 7, Advance Green Teclmalogies Photovalt 0 Laminate sO ea►ergy roof equipment installed is compliance with collector auxiliary codes. manufacturer's ipecifi��and$pplicable Building Maximum Design See Fastening Above Pressure: NO,A,No.: 07-1219,09 Eupiratiiau Date: 11(04113 Approval Da ge$of 08 141 AMI• p 'COUNTY i Ply 4 and Flex Ply's" �,wlicii used as a mechanically fastened base or anchor �o��Duct;x�YSTEr�Lxiv�'rATtol�t5: I A slip sheet is required vrtlh y over the sheet. 1/Y' stair hoard is acceptable to be, installed directly 2. Minimum '/11 Dens Dei kT�4 or YPe wood deck. GE.SFP— L LjMTAT10NS: Approved Roofing Materials Directory 1. Fire classification is not part of this�acceptance,refer to a current for fire ratings of this product tion rrra be installed in multiple layers. The first lay�e ed Ga full pP� approved . Lasula Y guidelines. All other layers shall hed using the product Control Approval gu and at a rate of 20.440 lbsJsq.,or mechanically attar asphalt applied within the EDIT range ed asphalt, fastening pattern of the top layer a lied in approved All standard panel sues are acceptable for mechanical attachment. When pp panel siZe,shall be 4'x 4'maxiMum• panel is required on all applications over closed cell foam P if no recovers' board used the base sheet shall be 1. An overt, and/or recovery board insulation p n athe or strip mopped $ insulations when the base sheet is approved a as halt, IT diameter ,irrles, 24 a continuous zrpplied using spot moppi!?g with si laced every 12, in ribbon,, in three rows, one at each sidelap and ones own the 6�„break shall be placed rate of s is not p D m"be at a ininim-um ;,r( i of ventilation. lnctrcling of the strip lication of either syste i• $nre of-45 psf, each rit)bon to allow cross ventilation. AsPa1141l be limited to a"umigu�d"%n value of 275 1"2 ibs./sq. ('dote: Spat attacked ayste based 011'a Minimum Characteristic Force{F') sed Standard TAS 105. if the fastener value,as field- Fastener ; spacing for insulation attachin lbf.,as tested in compliance with Testing Application ble. or�membrane attachment is based on a tested, are below for 1-n ch al tt�� an or/base sheet desi " value listed within a specific f�astenel spacing for unction with the maximum Official' as determined by the Building ininimurn fastener resistance value in conj gngineer,Architect,or system. 4hould the fastener resistance be l� s t by required,da Rgistered. her spacing,shall utilize the withdrawal a revised fastener spacing,prepared,sign Said revised fast' fiance with Registered Roof Consultant may beb'm 105 grid ca(�ations inmP resistance value taken.from Testing Application Standards TAS Lication Standard PAS 117. lift pressure requirem�° of these areas. R.00fint? pP . with the enhanced up ni compliance with Perimeter and corner areas shall comply insulation and base sheet �eulated a Florida registered t astener densities shall be increased for both signed and seated by e>Ut this limitation is Roofing Application Standard RAS 117.Calculations prepared Consultant� ineer, Registered Architect, or Registered tation#9 will not be applicable-) professional Eng General Limit termination designs shall ,,pecif'ically referred wrthui this oilers,metal profile,and/or flashing gents. hcable wind load requau . A It attachment and sizing of p livable al!roof pressure zones(i.e.field shall be�orlforrn with Roofing Application Standard p,AS 111 and apP permitted for enhanced 1-he maximum d corners Neither(rata nil analysis,no extrapolation shall be pe l,erimtteTS, and extended corners and corners).(When ble.) 1",�sten inl at enhano4 d pressure zones(i.e.perirxreters, tieneral Liwalta#on#7 wiU not be app limitation is specifleally referred within i'6�Oanoe audit in accordance with the Florida Building to. All products listed herein shall have a quay y Code and Rule 913-72 of the Florida-Ad T ��°`A�d��TCE El's OF 1rTOA(vo.s 07-A219.09 UPIMtlon pate: Approval pate= 03/710/08 page 19 of 19 M,p,,��.oAbECoU TY