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RF-15-826Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 inspection Number: INSP-232112 Permit Number: RF -4-15-826 Inspection Date: May 18, 2015 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Final Roof Owner: LOPEZ, AMALIA Work Classification: Flat Job Address: 54 NW 103 Street Miami Shores, FL 33150-1234 Phone Number (786)299-3446 Project: <NONE> Parcel Number 1131010180040 Contractor: AMENGUAL ELECTRIC INC Building Department Comments RE ROOF FLAT Infractio Passed Comments INSPECTOR COMMENTS True Passed 2it Inspector Comments Failed El Correction Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. For Inspections please call: (305)762-4949 May 18, 2015 Page 1 of 1 p A Project Address Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Parcel Number Aoollcant 54 NW 103 Street 1131010180040 AMALIA LOPEZ Miami Shores, FL 33150-1234 Block: Lot: owner mrormauon Address Phone Cell AMALIA LOPEZ 54 NW 103 Street (786)299-3446 MIAMI SHORES FL 33150-1234 54 NW 103 Street MIAMI SHORES FL 33150-1234 Contractor(s) Phone Cell Phone AMENGUAL ELECTRIC INC of Work: Re Roof onal Info: RE ROOF FLAT ification: Residential nina: 3 Fees Due Amount Bond Type - Contractors Bond $500.00 CCF $3.60 DBPR Fee $4.13 DCA Fee $4.13 Education Surcharge $1.20 Permit Fee - New Roof $275.00 Scanning Fee $9.00 Technology Fee $4.80 Total: $801.86 Valuation: $ 5,200.00 Total Sq Feet: 1200 Pay Date Pay Type Amt Paid Amt Due Invoice # RF -4-15-55143 04/09/2015 Check #: 9460 $ 50.00 $ 751.86 04/14/2015 Check #: 1051 $ 751.86 $ 0.00 Bond #: 2672 Avauaoie Inspection Type: Roof In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is ac te-arsQ of ork will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above-rAkmed ntractor to do stated. April 14, 2015 Authorized Signature: Owner / Applica / Contractor / A Date Building Department Copy April 14, 2015 1 r r • j - - Miami Shores Village APR 0 9 2015 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 _ - Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION UNE PHONE NUMBER: (30S) 762-4949 FBC 20 d BUILDING Master Permit NoL'�— Y—�-6 PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC OOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS:T%� City: Miami Shores County: Miami Dade Z)o: �ZG� Folio/Parcel#: z: �/ �� Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: �� = - Flood Zane: BFE: 6� FFE: OWNER: Name (Fee Simple Titleholder): 41)la ' k Z�ze� Phone#: Address: , , City: -44 f"— 44-; " 8 4 1'k' -J State: Q Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company /P/� Phone# : ��"�`/6 ��C�` Address: 97�)—/ �k � �S City: _� 1� f Qualifier Name: -State Certification or Registration M (::�6C DESIGNER: Architect/Engineer: of Competency #: V16 V/ ae Address: City: State: Zip: Value of Work for this Permit: $ Square/Unear Footage of Work: zoo Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: /f- -to� V4 Specify color of color thru tile: n Submittal Fee $ Permit Fee $ L�� CCF $ CO/CC $ Senning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ � Q TOTAL FEE NOW DUE $ IL)' (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State t" Mortgage Lender's Name (if applicable) Mortgage Lender's Address Zip City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or Installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the Issuance of a building permit with on 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 certifed 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 s h posted notice, the d. / inspection will not be approved and a reinspection fee will be charge] / Signature OWNER or IVENY The foregoing instrument was acknowledged before me this 5i day of ��'� 20L4 by Z0P ,>- who is personally known to me or who has produced Identification and who did take an oath. NOTARY PUBLIC: AMAI-1 Print: ORGE ROSSEAU Seal: COMMSION #FF119045 EXPIRES May 4, 2018 (407) 39 53 FI oridallotmySavicecom APPROVED BY (Rev1sed02/24/2014) as CONTRACTOR The foregoing instrument was acknowledged before me this -10 day of _ r /-/ 20 AJ , by Afllt'-w �'' __,who is personally known to me or who has produced as 0er#ficatlon and who did take an oath. NOTARY PUBLIC: Sign:, Print: JORGE RO r MY C OMMSION #FF119045 Seal: EXPIRES May4, 2018 (P-F39�8M-0153 FloridaNc4myServica:c� 0� isI�� Plans Examiner Zoning Structural Review Clerk --- CERTIFICATE OF aee INSURANCE 419/2015 roiducer. Piy outh Insurance Agency . This Catulate Is linued as a m&tWof 11110mom onlyand odes I* 2739 U.S. Highway 19 N. Holiday, FL 34691 ThIs amend, cw atterthecoverageafforded by the potibbelow. (727) 938-5562 hwers Affording Coverage Insulted: South East Personnel Leasing, Inc. & Subsidiaries 2739 U.S. Highway 19 N. Holiday, FL 34691 In A_ Lim I ran W 11075 Insurers, I insurer 0: Coverages ee owr sn Haar a lndlr�tot. e� re �m ar n argr _ or t fit re tavfil�t ihia msyba may the afforded by the pol adit fW� is _ to alt ftt&ftk awhwoft> WWWWWWWor suthpowes, AWOOM riftft VWM RM 1120 been raducsd toy paid ftft INSR LTR AiiGl INSRD Type of Insurance Porcy Number Date poliw 5pira" Date Limb (WODW) .......... . MiDDNY) GENEMILLIMILITY ter+ commercmGeneral 1. aw#y t; wms made 13 occur Ditnmaemre a1 + �ourrera�i mod L�!pv Pe., sonalAdvIn wy t�� aggregate IImit applies per. Poky Clete 01MOBILE UAB1LiTY Simla Una AWO Ali 0 mad Autos Scheduled Autos (F-A Orp i3od�tr Injury HMAts a t EXCEBSIUMBRELLA1.t SI ITT esc+tc> m . ROD= 13 c'sh" "aft A Workers Compermation-and Employers' Llabt ty Any p"fietor/pafterhorembheoft edmember WC 71949 01MV2015 01101120111 x YiIO Statu- to urlds OT1 EFi E.i.. Eft Acddard SIA001000 E.1-Disem-EgEnvWyee St teFO t# ? mduded? MA 0 Yes, desafto under protisiona E,L. Disease - Policy tiattt3 41,i�ot#M9 OtIW IJ*n Insuilrante Le= Is A.M. Beck Company rated A Lb!ent . AMB * 126LG d OporayU�o..nsil.+{ oUon*NehlcleWExoit lo�nss added by pielt 10, 920-589 se entl3podal Provisions: �on�s�yogf �E.�n�d(o pd�r, p/yq � M A Ayi,Yerapryry"'„"'��7��`��Y�plIes to 6WYG el�l�}ii yWs)'of east el K'Wngd 34 Rr., & .9bl;Wfanes UW are' to the ien : PW 7Roofing Roo Gmerd 6anwaor �{.� ual t C, IM Covemp only apPlies 0 InOW incurred by South est Peronnel WaOm Inc. & Subs ee(sh While =ftV in: FL. Caverap does not fpr to SKfty enployee(s) or frWepsnilent cos) of the ClIsit COOParny or WW other A fit of the acre employee(s) Wand to the Clot Cornpany can be obtained by Wv a requet to (727) 937.2138 or by ca8ing (727)938-962. P Na1r ISSL E:04-08.15 tai tORTik A 140MR _ CANCBt 1 !ii t#N VtiLLAGE dK =I S FtES ul4 anYaf d Da edtratore Ure deleUtatdot ln�sror axils o ml3a days avrl#an Nttt��eGflce$o ho7ba toiirete ittrittre to do sfl shefl impose fro oDl or ileblltY oratry �ttd uptna doe Insurer, i� : ar relit: 10050 N.E. 2nd AVE. MIAMI SHORES, FL 33138 +� Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. property as required by the Manual of Hurricane Mitigation Retrofits for Existing Site -Built Single Family Residential Structures as adopted by the Florida Building Commission by Rule 96-3.047 F.A.C. boz�� Signature Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this �� day of A y C 20 A— Notary Public, Sate of Florida at Large JORGE ROSSEAU MY COMMSION #F I M45 SEAL E"IREs N* 4,2018 F(4M 398-0153 FMd&NamrySaviCe.com Revised on 5/21/2009 FINAL COMPLIANCE To: Miami Shores Village Building Department 0000 Date: ` • • 0000:0 . 10050 NE 2nd Ave . '.0' : 1111 1 Miami Shores, FI 33138 0000.. 0000 • 0000.. 0000.. � 0 0 • � • � 0 1 Re: Owner's Name: Property Address: lV �� ... 0000 �• •; �, .' •. 0000. 0000. 0000 0000 0000.. Roofing Permit Number: ;••;•; '. . . . . .0010. 0000.. .. 11 . 1..1 0000.. Dear Building Official: 00:6 I �� certify that I have improved the roof to wall connections of the referenced property as required by the Manual of Hurricane Mitigation Retrofits for Existing Site -Built Single Family Residential Structures as adopted by the Florida Building Commission by Rule 96-3.047 F.A.C. boz�� Signature Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this �� day of A y C 20 A— Notary Public, Sate of Florida at Large JORGE ROSSEAU MY COMMSION #F I M45 SEAL E"IREs N* 4,2018 F(4M 398-0153 FMd&NamrySaviCe.com Revised on 5/21/2009 FINAL COMPLIANCE SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 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 ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. -44 Aesthetics -Workmanship: the workmanship provisions of Section R4402 are for the pti Wse of providing that the roof system meets the wind resistance and water instruction perfordianae standards ' .Aesthetics (appearance) are not a consideration with respect to workmanship provision: 1�ethetic js�spgs� such as color or architectural appearance, that are not part of a zoning code, should In 6d*ssed as part of the agreement between the owner and the contractor. 00000 069• 0000 0000 2. Renalling wood decks: When replacing roofing, the existing wood roofideokgay hale to'q renailed in accordance with the current provisions of Section R4403. (The roof deck is, esudly conceded prior to removing the existing roof system). :00:0: ' 3. Common roofs: Common roofs are those which have no visible delineatar:WVeen neigr Ung units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor 44Qr owner should notify the occupants of adjacent units of roofing to be performed. 4. AExposed Ceiling: 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 penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. S. 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. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. 6. VOverfiow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. ,Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). Thoe)ds ng amount of attic v ntilation shall not be reduced. It may be beneficial to consider additional vench can res in nding the service life of the roof. Owner/Agents Signature t Tactor Signature Date Revised on 7/9/2009 LD 0000.. 0000.. 0000.. 0000. 00000 0000.0 000000 000000 Scadon C MIAMIMAD Mlaml-Dade County HVHZ Electronic Roof Penult Form (j Section C Page (Low Slope Roof Systems) "Dellvering Excellence Every My - FYI In the specitic roof assembly components. !f a component is not required, insert not applicable (n!a) In the text box. ROOF SYSTEM MANUFACTURER: I GAF Top Ply. LW,MINERAL CAP Product Approval (NOA): 14-0611.01Type:11 System Top Ply Fastening / Bonding Material: Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (P1) Field: -42.8 psf (132) Perimeters: -71.7 pef (123) Comers: -108.0 psf Maximum Design Pressure From NOA -52.5 psf Roof Slope: 0.50 ": 12 Roof Mean Height: 18 it. Parapet Walls: 0 No W Yes Parapet wall Height: t Deck Type: —5/8" Plywood— Support Spacing: " o/c Alternate Deck Type: I NA Existing Roof: SAME Fire Barrier. NA Vapor Barrier. F777 Anchor Street GAF GLASSBASE 75# Anchor Sheet Fastener / Bonding Material: 1-1/4" RS NAIL & TIN CAP 1-5/8" 11. t—$ O . INSULATION I Insulation Base Layer Fastener / Bonding Material: HOT MOP ASPHALT Insulation Top Layer Size & Thiclmess: NA Insulation Top Layer Fastener / Bonding Material: NA Base Sheet(e) & No. of Ply(s): Base Sheet Fastener / Bonding Material: A Lo 05, - Pty Sheet(s) & No. of Ply(s): GAF RUBEROID 20 (1) PLY Ply Sheet Fastener / Bonding Material: HOT MOP ASPHALT HOT MOP ASPHALT Surfacing: IRRANULES SINGLE PLY MEMBRANE: Single Ply Manufacturer / Type: NA Single Ply Sheet Width: El " 112 Sheet Width: ; ... No. of Single Ply 112 sheets: . • • • • • • Single Ply Membrane Fastening / Bonding • WWt • •:. • • NA ••O••• •. D FASTENER SPACING FOR BASESHftrATfACHmha• • • ❑ SINGLE PLY MEMBRANE ATTACHmml • • ; . ". seen 1. Field: r97-1" o1c @ Laps & r27 rows 9.. -r o% • e • 2. Perimeter. " o% ® Laps & r47 Qows " oia • • 3. Comer. r67 "o%® Laps & rows 6 "o% •.;. NUMBER OF FASTENERS PER INSULATION BOARD: 1. Field: El 2. Perimeter. El 3. Comer. Insulation Fastener Type: NA WOOD NAILER TYPE AND SIZE: rX 6" PT WOOD Wood Nailer Fastener Type and Spacing: #12 WOOD SCREW 16"OC • Ones 00 0000• 0.000• EDGE & COPING METAL SIZES: Edge Metal Material: —Galvanized Metal— Edge Size: —3" face 26 ga.— Hook Strip Size:ALECT Size:--SELECTEDGE METAL HOOK STRIP SIZE— Edge Metal Attachment: 1-1/4" RS NAIL 4" OC Coping Material: --SELECT PARAPET WALL COPING MATERIAL— Coping Size: —SELECT COPING METAL SIZE OR THICKNESS— Hook Strip Size: —SELECT COPING METAL HOOK STRIP SIZE— Parapet Coping Metal Attachment NA Insulated Nailairle Deck With Edge Nailer MIAMI - I °Delivering Excellence Every Day" Miami -Dade County HVHZ Electronic Roof Permit Form Illustrate Components Noted and Details as Applicable: Roof Mean Height: 18 ft. Drip Metal: 11111110-1111 3"X3" GALV 26G' • • • •' • • • goo Top Ply Interplies Base Sheet ', Continuous Cleat: 0 0 0 0 .. ..:. 00604 080900 • 0000 F• • • • • Surfacing: 0000 •••• 008 0000 GRANULES 000060 • • • • • • - 9 99999 Top Ply: . . 0000 9 Anchor Sheet GAF MINERAL CAPSW FU � 0.0 ; • • 9999 Interplies: _— __.. __,000_0_.-•�i _._..._....,„,0000----0000.._ __-..__.____ Drip Metal GAF RUBEROID 20 Base Sheet: r NA Continuotis Cleat Top Layer of Insulation: NA Wood Nailer - 4 Base Layer of Insulation: F-VTO _ INSULATION hoof Deck .._. a Wood Nailer: Base Layer - �` "X6” PT WOOD of Insulation Top Layer of Insulation Wood Nailer Fastening: 1#12 WOOD SCREW Anchor Sheet: GAF GLASSBASE 75# Deck Type: PLYWOOD 518" its. OadU KC llaclllro: lug - --A*- . VA . Inwlattoa (Opttanai)a -- Ariy thickness periita or wood fiber or giass fiber or poty►eocyarrorate mechanically fastened or adhered with aMa tm. aOhdsoad laahaatng Syatek„ or � ha nqulanorh adhwve, ease sheets »one ply Type Gat "BAFGLILR® 87S gene Sheet" or "IM•Ply MTS Gast Shit" mechanically fastened Plysheets — One a two piles hype 61 "6APGLAR� Ply 4` or Tri•PIy 4" Or '+WAFgJ15� Plea MY 6" Or Type 62'Y;APO AS® 075 Base Sheet" ar Td•Ply 879 eieUe Sheat' R�qy adha�f wNh hot =odMg asphalt Cep sheat — One piyTyps 83 "QAFG1g5®MUae�at Surfaced Cap Sheet" IVih► adhered with hot =ooflno asphah 1i11rfaCirtgs—'iOPf:OATrs ola11p or TOPCOAT®149Pius -Whitt" or'7tablx 322" applied at a rate of 2.oel/1O fe. 17. Dein C-15/32 ZnCR=1%2 llnsulydfon (opfJonaf)r — Any thlekeoss partite or wood fiber or Sloss fiber or peter to aethaniealty fa amd or adhered with OMG Ina. "OIVBond Pastsift System" ar any UL Classified irisuheton adhesive. Budd Aoatdl — HIIIIIlWrll %-IIU tbltk GEOT *PacRc Gypsum U.0 "DaasOede RoWhosrd" or %msneck pdme& Raafboard" or "DartsDeztc D=GUard- Rootboard" oat Rout(r{mytWnwm W -In. thick Untied States Gypsum Corp.'AWRMQD RBoard" (type Boa(type FRX•G) or UL Clossilled nadhve widr kaSWM le oftlta In harder board �etaogered andnlmum of O6 -In. tromp plywood dSechcejo"Udsaly Base sheets — One ply Typo 02 "GAPGLAS® M Base Sheet" or Td -ply M7S Baso Shed" machanIcally famenad Ph Shaab— One or two PRO TWO 01 "GAFMAB® Ply 4• or'M-Ply4" er *GAFmAS® Flax Ply 6" or Type 92 "GAPGLASS 875 Bess Sheet" or Td -Ply 879 Base Sia W rally adhered with hot rooflno asphalt Cap sheets — One ply type 69'OAFM ASO Mineral SuKased Cep Sheer' fihUY adhered with hot MWOM aWIM 090000 Surfaehhgt — TOPCOATO EneroyCobe'" or "MMT* Me Plus - White" or "Matrtx 322" applied at a raft of 7a9e1/1oD-eta. 0600 I& Decb NC =ncUam l • • • 0 i • • • • • or ply "BAP—oor •••••• •••• 0MG IML Y sqa — Airy tblekneas pW tt or wood fiber er otass fleer or pWyisdeyanuratt mechanically *o0r*atfl�ared with aria 8heSV~ or UL Ciassifiad insulation adhesive, ryes G2 fully adhered with hotdaoirg asphalt see* att ne CaAAGLSyAB® stratayahie tsomtnatar Vantirta Baso sheet" Pty skaab "" Ono or two pbs'Rubaold® Mop Smstth" or "Ruberold(b Mop Smooth 1.5" ar"Rubarolde Mop Sfioa�h PIS' a • • , • • '9tubarold® lir Or'7tubald® c 20 HT" My adhered with but roofing asphalt • • • Mmth1hiaTlat —Oce ply "GAMASO Mhl" Smfaced Cap Shaer fuliynow" with hot roofing asphalt „, , . • • • • sortacbrgr — "POPCOATO Erter9TC4e"'" Or "IMMAT® MB No - Whtte" or "Matrtu 322" applied at a rate of 2,,gAR V • : • • 19. DOW C-15132 lMcitnaa 1 • • • • • • • =nsuheto» (optlonal� » Arty thldmesa perlite or wood fiber or glass flbtr or mechartiCall y • fast�• • • i • pWyisocyamrrata ped or edhan+ed auM OMG Irre. "Dtyaend Fasterihty S " or arry uL Ctassifled insulation adhesive. • • • B+srrNer Boards —Minimum t�thltk Geoeole-Pectic gypsum LLC •DauOack® Rtotbeard" or "Danstta* Pdmdq qdmaDaW or 0000 "Dell6Dedt DureGuatad1 RcWborlyd" or ntlntmum Ya -in, thick Untied Status Gyps Corp, CIIII Roof Board• L G) of • '"S6CUROCK® Giass•Mat Roof Board° (type i m anlCaRli fastened ar amta<ad with 0146 inc. "OlyBortd Fastai tsg Syatam` UL Cia6slRed trtsuletoe adhuislya writth fault joints to the hamar board products atagoerad a mWmum of 6-tn. from plywood dock joinbL ease flhea>h —One ply'YiAFGLasQI Stratavertt BitrNnator Vantinp Baal sheat• fury adhered with tau rooting asphalt Pty Sheets"" One or two piles "Ruberaid® Mop Smooth" er "Rubaold®Mop smooth plus• amy adhered with hot roollog asphalt Membharses One ply "GASM A5W Mineral smfatad Cap Sheat' fully adhered with hot MORN asphalt sprfacings —'TOPCOAT® fine WCote""' or "TOPCOAT® MB Plus - WWte" or "Matrix 322" applied at a ram of 2-90l/iCO re. 20. Decld C-15/32 Inelinet 1 Batas WWAW •- 011e PIYTWW G2 WFGLASO 873 Base 5heWer Td-PIy0 am Base Sheat" medeanrosilY fastened. Rzffe!R firptlonan= -' Ant adelmws or ambtrtation= paiib ofa�ened ed or adhered witb OMG tae. "0lyaortd FBstontng Syce— Orta or more puss "Rubereld®20" m "Rubere ®atmehed. — One ppN Type G3 "ItAPO1.AS® Mineral Surtacad Cap' BUR Mhleral 9urhreed Cep Sheet" Class a L Deets 0.15/32 =sallnet 3.112 >tnsatotbn (Optbrtans — antes or pore layers penpta ar wood fiberor glass Rbor or potytsacyanurate or urettarte or pertlta/polylsoeyanurero comPosRt or peNlte/washane aromposite or wood fiber/pWy(socyanurate eamposite or phenolic, any thickness. PLy sheet —two pr mors pAes Type Gl "GAFGLAS®ply 4" or Td•Piy� Ply 4" or "GAFGLl0.5t9 Ply s" mecltanimuy fastened Cap tiheeta —Tylia G3 "GAFGLAS@I MUterel5urfaead Cap Shaee" or'?irl-P1yW Mineral SuHaced Cap Sbaet" or "GAFGlASt81 EneroyCap`" BUR Mineral Surfaa«$d Cap sheat', fuDy adhered with bot rooMo aspheR. 2. Dada C-15/32 indh s 3.1/2 snwtatfoa (OpfinaafN — One or more layent pestle or wood fltrtr or giaffi learn or polyisocVwnni to or urathent or Per>ne/pWYtsozymturate composts or pertitelurethana composite ar wood tiberJpo►ytsocrarkurate compostm of phenolic, any U*Wa ss, Bae Sheets—'Rye or more plletTYPe 6t orType G2 or aty�t a3. ttemhrartet — One ar mora p►4� "Rubatald®Torii Smooth or "IWbarWdd6'fotch GROW or "Ruboroldt Torch Granule Plus" or "Auber+eld®Ma►p 5urnootb" or "Avbanoldl9 Mop Smooth LS" or "Rubaoid� Mop 8rrwu tie Pius" or "Rubveldsi Mop Granule" or "Rubertld® Mop P{us Gramme" Or "ROOFMetxh"" SB5 ModU{ed Granular" tr "fd-Ply SIiS ModlRed Bidimera Membrane" or "ROOFMatch- APP MOdifled Granhrlar" or "1'd-PIy®1r-4!i" ar Tri•Pty(9 TP�4" Or "Rubarold®Dual Smooth." $urfa0ed fully !adhered with hot reoflng asphalt Mllrheral Stafeced Cap SheW ar "Ci CLAS® EeroyCep- OUR 3. Deet C-18/32 IMUrroh 2-1/2 httpJ/daWximiiL.conVee-bin/XYV/templets LIS` T/IFRAMWShOwpagc.html?namL-=T... 6/27/2013 • •• ••••, • •••• • *see •• • MIAMI WIIAl411--DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Straet, Roam 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (ICER) Miaaai, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 31525-99 NOTICE OF ACCEPTANCE (NOA) }vnw.mtamdalde.aay/aeon"mv GAY 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued,under the applicable rules and rcgulationsgovenning the use of construction materials. The documentation submitted has been. reviewed and accepted by Miami -Dade. -County RER - Product Control Section to be used In Miami Dade County and other areas where allowed by the Authodff • . Having Jurisdiction (AHJ). . 0000 This NOA shall not. be valid after the expiration date stated below. The Miami Dade E otry ProdM • Control Section (In Miami Dada County) and/or the AHJ (in areas other than Mian$ 0" County) • reserve 'the right to have this product or material tested for quality. assurance purposes. I&all'Sjvoduct dV • material fails to perform in the accepted manner, the manufacturer will incur the expense bf Mob testing* • • and the. AHJ may immediately revoke, modify, or suspend the use of such product or mate'rfal'w�hin their• • • jurisdiction. RER reserves the fright to revoke this acceptance,. if itis determined by Mlatn= Dade County , Product Control Section that this product or material fails to meet the requirements of Me" spplicakle building code. 649660 This product is approved as described herein, and has been designed to.comply with the F1oF8a Ituilding �' � e 80 including the High Velocity Hurricane Zone of the FloridaBuilding Code. DESCRIPTION:: GAF Ruberoid®Modified Bitumen Roof System for Wood Decks LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted Herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change In the applicable building code negatively affecting theperformance of this product. TERMINATION of thla 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 prededed by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done. in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the. request of the Building Official. This.NOA renews and revises NOA No. 13-0424.14 and consists of pages 1 through 29. The submitted documentation was reviewed by Jorge L. Acebo. �j NOA No.*. 14-0611.01 Expiratlon Date: 11/06/15 Approval Date: 11/06/14 Page 1 of 29 0000.. 0000.. 00000 0000. . 0000. 0 000000 000000 0 • 000000 0 0 APPROVED ASSEMBLIES Membrane Type: SBS Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank System Type A(1): Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt All General and System Limitations shall apply. Fire Barrier: FireOut'" Fire Barrier coating, Versashicie Fire -Resistant Roof Deck Protection (optional) or Securock® Gypsum -Fiber Roof Board. Anchor sheet: GAFGLAS® #80 Ultunc Base Sheet, GAFGLAS® Stratavene Eliminator`• -*sees Nailable Venting Base Sbeet, Ruberoid® 20, Ruberoid® SBS He* WAC Smoo1:6 • or Ruberoid® SBS Heat -Weldor 25' base sheet mechanically fasten8d to accic as . 969.0• 060. described below. 000000• Fastening GAFGLAS® Ply 4, GAFGLAS® FlexPly 6, GAFGLAS®#75 Bor8hiet or apr • Oe Options: of above anchor sheets attached to deck with approved annular rint%ftnk nails 6 e 9' and tin caps ata fastener spacing of 9" o.c. at the lap staggered afid Ul No rovig egg 6 12" o.c. in the field. 00 • e (Maximmnt Design Pressure --45 psf. See General Lindiddon 0'11• : 6 •6 GAFGLAS® Ply 4, GAFGLAS® FlexPly 6, GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with Drill -Tee- #12 Fastener, Drill -Tec'; ... #14 Fastener or Drill -Tec u XHD Fastener and Drill -Tec 3" Steel Plate, Drill' •' • Tec AceuTrae Flat Plate or Drill -Tec AceuTraco Recessed Plate installed 12" o.c. In 3 rows. One row is In the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maxinurne Design Pressure -d5 psf. See General Lindiatlon #) GAFGLAS® FlexPly 6, GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the Held. (Maximum Design Pressure -52.5 psf. See General Limitation #7) GAFGLAS®#80 Ultima Base Sheet, Ruberoie 20, Ruberoid® Mop Smooth base sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. In the field. (Maxinuins Design Pressure -60 psf. See General Lindtation #7) GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with Drill -Tec #12 Fastener, Drill -Tec #14 Fastener or Drill -Tec XHD Fastener and Drill -Tec 3" Steel Plate, Drill Tec " AccuTive Flat Plate or Drill -Tec AccuTrae Recessed Plate installed 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maxi nurn Design Pressure -60 psf. See General LinsiMlon #7) NOA No.: 14-0611.01 MG MJO� Expiration Date: 11/06/15 Approval Date: 11/06/14 Page 7 of 29 geese* ge 00eg :sees* 0 .ewes 0 e 66 00:0 egeee6 e 0 Fastening Any of above anchor sheets attached to deck approved annular ring shank nails Options: and 3" inverted Drill -Tec`" insulation plates at a fastener spacing of 9" o.c. at the (Continued) 4" lap staggered in two rows 9" in the field. (Maxinrurn Design Pressure —60 psf. See General Limitation #) GAFGLAS' #75 Base Sheet or any of above anchor sheets attached to deck with Drill -Tec #12 Fastener, Drill -Td" #14 Fastener or Drill Tec"' XHD Fastener and Drill -Tec 3" Steel Plate, Drill -Tec AecuTra6e Flat Plate or Drill -Tec AccuTrae Recessed Plate installed S" o.e. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c..in the field of the sheet (Maximum Design Pressure --75 psf. See General Lindladon #7) One or more layers of any of the following insulations. Insolation Layer Insulation Fasteners Fastener • • • (Table 3) • JensitylPt1 • EnergyGuare Polyiso Insulation, EnergyGuard�" Polylso RA Insulation, • • • :"' EnergyGuare Polyiso RN Insulation, EnergyGuard' RA Composite Poiylso IMMA06A "' Minimum 1" thick N/A 00000. N/A 0000 •00• Shvctodek® High Density Fiber Board, EnergyGuardm Perlite Recover Board ' 0 0 0 0' • 6060 • Minimum %:" thick N/A • • • 0 •• 00 0000 EnergyGuardr Perlite Roof Insulation N/A e :00r: ; N/A • • Minimum /. thick 000000 Note: All insulation shall be adhered to the anchor sheet in full mopping of apprdved flet aspl alp • within the EVT range and at a rate of 20-40 lbsJ100 fe. 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 polyisocyanarate side facing down. GAF requires either a ply of GAFGLAS® Stratavene Eliminator Perforated Venting Base Sheet laid dry or a layer of EnergyGuare Perlite Roof Insulation or wood Aber overlay board on all polylsocyanurate applications. Base Sheet: (Optional) install one ply of GAFGLAS® #75 Base Sheet, GAFGLAS' #80 Ultima Base Sheet, GAFGLAS' Ply 4, GAFGLAS F1exPly 6, GAFGLAS' Stratavent' Eliminator Perforated Venting Base Sheet (laid dry), Ruberoid' Mop Smooth, Ruberoid' 20, Ruberoid' SBS Heat Weld"'' Smooth or Ruberoid® SBS Heat Weld"' 25 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 IbsJsq. (See General Limitation #4). Ply Sheet: (Optional) One or more plies GAFGLAS' Ply 4, GAFGLAS' FlexPly 6 , GAFGLAS® #80 Ultima Base Sheet, Ruberold' Mop Smooth, Ruberoid' 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbs./sq. Membrane: One or more plies of Ruberoid® 20, Ruberoid' 30, Ruberoid'EnergyCap 30 FR SBS Membrane, Ruberoid' 30 FR, Ruberold' Mop Smooth, Ruberoid' Mop 170 FR, Ruberoid' Mop Granule, RootMatce SBS Modified Granular, Ruberoid' Mop Plus, Ruberoid' Mop FR or Ruberoid' Dual FR fully adhered in an approved asphalt at an application rate of 251bJsq. 115%. NOA No.: 14-0611.01 6 Expiration Date: 11/06/15 Approval Date: 11/06/14 Page 8 of 29 •.•.•• •••••• 0000.. 000** • 0 .0000 0000.. .0.... Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. I 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. GAFGLASMineral Surfaced Cap Sheet or GAFOLAS40 EnergyCapBUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbsJsq. 3. Topcoat® Eiastomeric Roofing Membrane, Topcoat`s MB Plus (to be used as a primer with Topcoat Elastomeric Roofing Membrane) or Topcoat® Surface Seal SB applied at 1 to 1.5 gal./sq. Maximum Design Pressure: See Fastening Options sees • . . .... .•..•• • . ...... .•.. ...... 0000 ••6• • • • • • •I 0000 0 00000000•• • 9I .00:00 0000•• • • 9 • • 1 00 44 9964 •• 9.44 44.904 • • • • 6• • ••6644' 0000•• • • • •• • 4646 • 0496•, • 0j 99•• NOA No.: 14-0611.01 E, xpiration Date: 11/06/15 Approval Date: 11/06/14 Page 9 of 29 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® FlexPly TM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum �'/4" DensDecks' Roof Board or YV' Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved • • • • • • asphalt, panel size shall be 4' x 4' maximum. s e $000 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell :00- foam 00efoam insulations when the base sheet is fully mopped. if no recovery board is used ft:ft&e shedt•'' shall be applied using spot mopping with approved asphalt, 12" diameter circles, Xe Vee.! or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of VIVU rttst allowrnek • s a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" breWshall be • • placed every 12' in each ribbon to allow cross ventilation. Asphalt application of JIM s;stem 0 I • - be at a minimum rate of 12 lbsJsq. Note: Spot attached systems shall be limite�•to �lrazimnm, • design pressure of -45 psf. :' •: . S. Fastener spacing for insulation attachment is based on a Minimum Characteristic Fprce 4F5 valui -or 275 lbf., as tested in compliance with Testing Application Standard TAS 105. KdA.Wtejer valuer. e. as field-tested, are below 275 lbf. insulation attachment shall not be acceptable. . s:. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in co4unction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 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 Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation 07 will not be applicable.) 10. Ali products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61020-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE 'NOA No.: 14-0611.01 E*ratlon Dates 11/06/15 Approval Date: 11/06/14 Page 29 of 29 ee.e:s sees.. :0000: 8 8 0000. 00000 8090:0 e e e ..sees 0.000: 0