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RF-14-2331BUILDING 0 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20t(j Master Permit No.!9 l —11 '�" PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC RfROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS [:]CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS Folio/Parcel#: I k•' ` DO e " C_')CC0 Is the Building Historically Designated: Yes NO '� Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): ��O J �� ((}P� Phone#:3&-5•— "% —5 -34 - City --1v 1 ami �S�OV6 State: 7—L Zip: Tenant/Lessee Name: Phone#: Email: • CONTRACTOR: Company Name: I- 6� i ' Phone#:30(J° �q °q(A -a Address: `P') S -T City: State: Zip: Qualifier Name: r-'Vif-C a Q 9al ni-=I..)e-'LP3-�-q Phone#: 3`0,65 41 1 State Certification or Registration #: l "� 1 �2y� Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address City: State: Zip: Value of Work for this Permit: $- f7 o oo . c• ° Square/Linear Footage of Work: Z (. . Type of Work: ❑ Addition ❑ Alterayon Ej New ❑ Repair/Replace ❑ Demolition Description of Work: K15— Specify color of color thru tile: Submittal Fee Permit Fee $ 4 CCF $ CO/CC $ I Scanning Fee $ Radon Fee $ Lj DBPR $ Notary $ Technology Fee $ Training/Education Fee $ � Double Fee $, Structural Reviews $ Bond $ 5 TOTAL FEE NOW DUE $ 2G (Revised02/24/2014) . t r Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signa tur // Signatur�e�C OWNER or AGENT The foregoing instrument was acknowledged before me this day of 20 by mvrwho is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign; Seal: 398-0163 CONTRACTOR The foregoing instrument was acknowledged before me this day of A 20 by 7 ho is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Pri February 10, 2018 1 Seal: (407) 398-0153 MY CONI v SION WFO91428 EXPIRES February 10, 2018 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) RE: Permit # A-/0 - rY 9331 (Pont name and circle License Type) License #: 0 00 b.GL�il(0 0 • Miami Shores Village Building Department INSPECTION AFFIDAVIT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: 16 Y / licensed as a (n) Contractor/ Engineer/ Architect, FS 468 Building Inspector On or about d 41-� , I did personally inspect the roof deck nailing and (Date 8 time) Alwl ��Secondarywater barrier work at o YQ NE' �w c �'q'4'W 2� lei (Complete Job Site Address) Based u at min ion I have determined the installation was done according to the Hurricane Mitigation Retrofit Man I ( s 5 .844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this 00 r1l day of o�Pav°°9L NORAfISY GONZALEZ Public, Sate of Florida at La a&Mloe, MY COMMISSION #FF091428 Notary EXPIRES February 10. 2018 (407) 398-0153 FioridallotaryService.com *General, Building, Residential, or Roofing Contractors or any individual certified under 488 F.S. to make such an inspection. Include photographs of each plane of the roof with permit# and address # clearly shown marked on the deck for each inspection Revised on 5/21/2009 • 0 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: Ldt5 Property Address: (D4® Ne- 1® le`aL N,%aml ft es li7L ` :) S Roofing Permit Number: Dear Building Official: Cts e—ts"(W% certify that I am not required to retrofit the roof to wall connections of my building because: ie just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please atlach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Signature State of Florida County of Dade Print Name The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this day of yORA'gy CaONZALEz My COMMISSION #FF091428 _ �. Off.•. ••t'?cOF,t;°P••'' EXPIRES February 10, 2018 Notary Public, Sate of Florida at Large "'$ o, I Floridallotarvseroic� -- When the just valuation of the structure fcourpode of ad valorenWon is equal KpLIPdre than3�9t10.00, 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. Revised on 6/21/2009 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. The owner's initial in the adjacent box indicates that the item has been explained. W 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. ig�.�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 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring urnts townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner sh ould 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. el\.' X)_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. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not 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 sery a roof. 13 Owner's/Agent's Signature Date Contractor's Sig 040Ne/a/67" Property Address Permit Number Rev. 1/20/2005, Computer Services, Building Department • DATE (MMtbIIl"M CERT FICATE 4F LIABILITY INSURANCE 10/22r2014 THIS CERTIFICATE IS ISSUED AS MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFI7ATI Y OR NEGATIVELY AMEND. EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE C INSU CE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AN THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Ia an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION I WAIVED, subject to the terms and Conditions of the policy, 4artain policies may rayuire an endorsement. A statement on'this certificate does not confer rights to the certificate holder in lieu of such endo me s . PRODUCER 2anT Karol Kelly Pan American Insurance OroL=IC PROM (305) 445•-6491 FAC . {g05)4i5-6469 150 Alhambra Circle ongi�as• Suite 925 INSU S AFFORDWGCOVERAGE NAM p Coral Gables FI. 331 & INSUIZERA;qg ni Insurance Company 0833 INSURED INSURER R: Florida izoof -Tech Corp RoOF Ing Done Right INSURER C - dba Florida. Root -Tach INsu ER o 2730 Wast 78 Street Mgl]&FR E. THIS IS TO CERTIFY THAT THE POLICIES INDICATED. NOTWITHSTANDING ANY RE CERTIFICATE MAY 8E ISSUED OR MAY 1 EXCLUSIONS AND CONDITIONS OF SUCH GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY A CLAIMS -MADE a] OCCUR OWLAGGREGATE UAAIT APPLIES PIER; X POLICY Fo - LOC AUTOM013" LIABILITY ANY AUTO 1,000,000 AAUT D 50,000 LED 5,000 PERSONAL BADVINJURY S A5C� NttdBD HIRED AUTOS 2,000,000 AUTOS UMBRELLA LIABOCCUR 8 EXCESS LIAR rl AIUQ-Uene AND EMPLOYERS' UABILTTY YIN ANY PROPRIETORIpARTNERIMCUTNE CERT BER O(CWOEO? N , AMnw. CTI KIM D2609IPr10N OP OPMAT1Od5 r LOCAMNS I Roofing Contractor g INSURERF ICATE NUMBER-CL1491503070 REVISION NUMBER., 'INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED IREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHE=R tTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED LICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. VIGPOI6300 Additi—I RSImar- SchadRla, a Rona Is mum k mqulraW NAMED ABOVE FOR THE POLICY PERIOD DOCUMENT WITH RESPECT TO WHICH THIS HEREIN IS SUBJECT TO ALL THE TERMS, uMITTL EACH OCCURi�$niCE $ 1,000,000 1 ° 5 50,000 MED EXP (Any cm person) $ 5,000 PERSONAL BADVINJURY S 1,000,000 GENERA, AGGREGATE • S 2,000,000 PRODUCTS-COMPMPAGG $ 2,000,000 8 aacigl BI I BODILY INJURY (Per person) 9 BOOILYINJURY (Per2o"fie $ -=PERTL0AWWr g a EACH OCCURRBINCE $ AGGREGATE $ 6T FI T M EL EACH ACCIDENT $ EL DISEASE - EA EMPLOY $ EL DISEASE - POLICY LIMIT 8 SHOULD ANY OP THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TNI; EXPIRATION DATE THEREOF, NOTICE VWLL BE DELIVERED IN Village of Miami Shores ACCCRUANCE WITH THE POLICY PROMONS. 10050 bM 2nd Avenue Miami Shores, FL 33138 AUTHORM13RWRESENTATra Melissa Cruz/MVC ACORD 25 (2010105) ®1992-2090 ACORD CORPORATION. All rights reserved. INftMnwmgi nT ;ka A('nRn ns.++o and Irwin Ar- rv% i xkrad markQ of Arrn4r) '4�' ERTIFICATE OF LIABILITY INSURANCE `"_21 tea°" 4' THIS CERTIFICATE IS I$.y'UED AS A MATTER O INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER, THIS CERt(pICATE Doris NOT APPIRMATMELY OR NEGATIVELY AMKNL, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTP ACT BETWEEN THE ISSUING INSURER($), AUTHORIZED REPRESENTATIV@ OR PRODUCER, AND THE CERTIFICATE IMPORTANT: If the certificate holder es an AUDI ZONAL INSURED, {ire policy (fes) must be endorsed. If $ 13ROGATI0 IS WAIVEDI subject to the terms and conditions of the policy, certain Policia$ may re juirs an endorsement- A a0ftment on this certificate, does nat confer rights to the certiflcelte holder In Ileo of such end-orsefflerflial. PRODUaw GORtAGT MARM uac.o 1.WD-277-1024 X48M I," 727.797.0704 FRANKCRUM INSURANCE AGENCY, INC. "J0 104 S. MISSOURI AVE a INSURER 8 AFFORDWGCOYE GE NAICB CLFARVUATER FL 33758 INSUMA: FRANK W NSTON CRUM INSURANCE CO. 71000 INC, mm fNBURER B: FrenkCrum 1-M-277-1620 INSURER C: 100 S MISSOURI AVENUE IABURER o CLEARWATER FL. 33786 INSURER e CCV AVEB INguRFR F: THIS IS TO CMr0FY THAT THE PO DIES OF I CERTIFIGATBN EER: ROM REVISION NUMEEM RANr IJSTEP BELOW HAVE BEEN ISEuED TO THE M NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY I r4WREMENT, T EUMM R COMOMM OF ANY CONTRACTOR 07NER, 00CMUNT WITH RESPECT TO WHICH THIS GFRTLFICATE MAY BE ISSUED OR BRAY PERTAIN, THE INSURANCE AFFORDED BY THE C12S DIMCM13ED HEREIN IS SUBJECT TO ALL 7Nk YKRMA EXCLUSIONS AND CONDITIONS MAY HAVE BEEN REDUCED EY PAID CLAIMS. OP SUCH POLICIES,11MITS SHOWN !m WPEOPIMMMIU4 I R UO POLICY NUMBER POLICY EFF IMamDIYYYYI PDUCY EXP (MMumoyff YYf UNM OEnIDtALL1AB1L11Y . PAGH OCCUWiEl4� $ M eENERALLtU M DMUMTOREMran °MAbE OD(YIR PFEM18E6 Eacm,,,i„cq MEDE7W one n PERSONAL 8 ADV INJURY BEA RiOATE LUdIr APPLIES PER _IgRAL A60RMTE PRODUttc-co AW 8 Guar --- LOa aWGLE UMR W�MPBUd: LUIBDnY ANY Allro (E+1 RCl�all 2MLYe�LNR 70p®mm,) $ ALL OWNED a tiewhRD ALT09 AUTOA awLYUWflIR Pwvw0" HUQ:D AL40B NON 4)vMD AUTOS DNAABE s UMBRaJAMS CGGUm sIIDEeaLwe �xA �CURRBJCE DEe RETENTION$ AMMMTE $ A COMPENSATWNAND APL002ItIASILmr WG201400000 11112Dt4 1/1/2096 110STATIL 01k- ANYPRCPAWrq i mTPIME>U3MMM ,.Y�11� X rnmYUMrts ACCIDEPII' $1 X 004 O'F111MRA ABEiEACLUDEdr ILJI1,44ACN 0-11dwyin me A QYw d-mba wdar DESOFdIMON ELDMEME&LEMPLorGQ $1,000,000 eaaE-POUDYLINIT ST 001?000 QEUDRIVnVdgFGp R0.TN=j LDOwY1oP�/YEHICLEe Wt1�q,A EFFECTIVE O2l0312014, CGVER4GE IS FOR lam, TUf,A@tl(Gb,mlR�mr8cs 9cha0wA rtmem w+a (a spGeo® GUARANTEED (CLIENT) FOR WHOM THE CLIE OF THE EMPLOYEES OF FRANKCRUM LEASED TO FLORIDA ROOF-TECH CORP ROOFING DONE RIGHT 18 REPORTING HOURS TO FRANKCRUM. COVERAGE IS NOT EXTENDED TO STATUTORY EMPLOYEES. :ERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLCU 13MRE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN VILLAGE OF MlAlirp SHORES A=OMANCE WITH THE POi-ioy PROVISIONS. 10060 NE 2ND AVENUE MIAMI 8PAINGB, FL 33136 AUT69 M REPRESWIATNE ACORD w (Zpj=j) (DIM 2010 ACORb C0jgPORA'nON. An rights wSav a, Tire ACORD nM- aTrd TOAD Bib reBlslcrad 11181118 Of ACORD Florida Building Code 2010 Edition High Velocity Hurricane Zone Uniform Permit Application Foran INSTRUCTION PAGE P) JU OMPLETE THE NECESSARY SECTIONS OF HE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A.B,C 1,2,3,4.5,6,7 Prescriptive BUR -RAS 150 ABC 4,5,6.7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A.B.D,E 1.2.3.4.5,6,7 Metal Roof: A,B,D 1,2,3x4.5.6.7 Wood Shingles and Shakes A.B,D 1,2,4,5,6.7 Other As Applicable 1,2,3A5.6,7 ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page • • 2. From Notice ofAcceptance: • • • • • • • • Front Page • • • • • Specific System Description ; • • ; • ; • Specific System Umitations : • • • General Limitations Applicable Detail Drawings ' ..;, 3. Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS 128 4. Other Component Notice of Acceptances S. Municipal Permit Application 6. Owners Notification for Rooflnil Considerations e-Roofht Only) 7.1 Any Required Roof Testis /Calculation Documentation .. Section A/B' MIAW C�:UNTYf� `" Miami -Dade County "Delivering Excellence Every Day" Rnnfa Miami theMes Village APPROVE® BY I ®ATE Roof Category 0 Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tile ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes ❑ Sprayed Polyurethane Foam ❑ Other: Roof Type ❑ New Roof Re -Roofing ❑ Recovering ❑ Repair ❑ Maintenance Are there Gas Vent Stacks located on the roof? ❑ Yes ❑✓ No If yes, what type? ❑ Natural ❑ LPGX Roof System Information Low slope roof area (ft.2) 1268 71 Steep Sloped area (ft.2) N/A Total (f1.2) 11268 Section B (Roof Plan) 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'): • 0000•• 0000.. •8 • 0000 • • 0000.. 0000 000000 0800•• 0 0000 0000 .. 8 0 0 . y� �� 0000 • •t ••�••• 9� •••••• ••,_0• 0000. 0000 . . 0000.. •0888• • ••• • tq o -<Bws0))10 •. 0000 1-41 vz S44 6V 0a mom, 5,"'41'Oevrfe"' w� MA* V oven. fih►ooftp A ry 'i Florida Building Code 7010 Edition High Velocity Hurricane Zone Uniform Permit Application Form Fill In (Ka aonoosoent a not onetd. IdenlNyat'w►� SYMM NCA Noel r ®q- s D@Wgn WNW Pherim. From RM 12B or C WuMbna: Pmw:V-8 Pmroa.%�.% knaxs• 1OD.9 Fawner Spaahq for AnchorOw Sheet FMI� N ' Q ltp. Rotfato fthN0e*. 'oo@Up.#Ro.00 Comer: 00 ®hp.0;?Am Number of F tame s Per Insulation Bowd � F�' 8ytbmnrspodftNOA FWW j� Parimeis � Conror w,._ u f Components d and Del" n ~. Woodbm kbg,Guttw,Edge Terminsdon, 8iope. �� , Fllgh M. Conlinmw Chat, Cant St V, Om FkWM, Camttr- FMWM, AIMMM m Sheat 3 No. of Pry(y HA Coping. Etc. Jas Man Roof Nei^ Parapet H And�alea.t �� Haight d rite FMOft, Componst Material, Mat ftl 1?ddmm, Fearer TV". Fattener Sparing or Subndt Mtm a DeMb that lneugYen aaea tayar: l � env ® T4 y with RAA 111 ped Chapter 1e. sateinsdomwood Mr"' 1" am inion %i Ilk Top irnrdttion D wvpFr.• e Top bowMtlon Shoe w d 7wdm�4. m raS ° '� •. . TOP InaoalaSoroF 6`.... . Baan &ottl(s) i Nor. at Ptlr(y• WT + g. FT. • M •• • 0 : momPIV:htti( M�%,y �(O` !.® • )� Ne. dam)• &' COP ply fro �� 1 v� S � M Ai•?4c� � � T��'v • � • • • TOP Phr- reN'I wlJl*-rC A� !Zr✓�cG TOPF$PI�,� (- SPT P �..4�• e�'1 $i�� '4 ��r�� ,� �� Florida Building Code 7010 Edition High Velocity Hurricane Zone Uniform Permit Application Form 12-209f1 C (LOW IIORA Roof Svstem,) Fill In Spedit Roof Assembly Components and IdendIV Manufacturer (If a Component Is rwt used, as •NAI SystemMaw G r, F NOA No: 13— ®4010 0 3 Design Wks! Pressures, From RAS 128 or Ca{wladorm Pmmc1: 2 ° 1 i .7 Pmai• Max. Deslg"�I, F the 8peciflc NOA i�� Deck Type: 6ON 0 rE O- GaugafThiaomas: (,I Slope: A Anchor/Base sheet & No. of Ply(s)- Anchor/Bass stset FastenedBAn Material: /,0, hmnhaton Base Layer./� Base Insulation Stm and Thicla wx k � Base lrm* on FastermlBoittift i TCP Insulation Top kation S1se and ThkA Top Ian F Madel: Sao StssKs) B No. of Ply(s): A.5jUTAy£''Ta trI Fastener Spacing fbr Andm dBase Sheet Athwhment Fel: Lap. # Roars � � ' cc Penimetm: • oc Lep, # Rowse' (� � • 00 Comer: -je cc Lop, # Rows or. Number of Fasteners Per Insulation Bosid Field Perimeter r A' Comer fi -- gluabide Components Noted and Details as Applicable: WoodbloGdng, Gutter, Edge Termination. Stripping, Flashing, Continuous Cleat. Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Imo: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with►` 111 and Chapter 18. IM VIM , 0 •. o* t 1. I •Hata �Paret Base Stmt F /Sanu�fg Mme: eoorle Ply She60)8 No. of Ply(a): tilt 92 �k D 2.0 • • PAu: mn= ��,�► TopPtr.C�� Top Pyr Fa�en�r/ Bo M surbcbw A-r,rAWAO v/�'mee*' 1'a AS#¢,SAX ///(3.9!,J 4,4 Z4 6AIJCC WtO' v.e' easels 'Mean Height Q014W� bod— Florida Building Code 2010 Edition High Velocity Hurricane Zone Uniform Permit Application Form 699ft C (Low S_llo� f Svdipm) Fill In Specift Rod Asse n f r Conponente and Iderft iMi--ufaGlursr (Na cent le not used, kho ft es -NA) System Measr./� wANo.: /3 — 0-4 ?4 e 14 - Design MW Prewww, Fran PM 126 or Calawlefto: ArehwMese St" & No. of Pty(s)• ,-Y ArehodOM Sheet F---- --dip Mawial: �A. homm Base Layer. A'/A- Base bmulation Sirs wW ThIckr ss: Al iia Top Insulation Top Insula M Sze end •fhi imew .4 4 Top bnsrMm,,Fp Bess Siege) a NM of PMS),L& 4"%l p "iDe Makwisk ie5 �1 Ply sheegs)a No. of MK8): T `P%' 1 0� a ' Top Top Ply ^aBme�d — MSUO / Fastener Spacing fbr ArtIBase Sheet Atfaclunent Reit'—f!—ace Lop. S Rows Z @J-- oc Per meld. C, ' oc ® Lep, # Rome + ® L - oc Comer: -oc fIl Lap, B Rows, Q --IL- oc Number of Fasteners Per Insulation Board � Flsld � Perimeter Comer AIA Illustrate Components Noted and Details as Applicable: Wim. Gutter, Edge Termination, "plug, Flashing. Continuous Cleat, Cant Strip, Ease Fleshing, Counter- Flashing, Coping, Etc. Imo: Mean Root Hoot. Parapet Height, Height of Base Flashing, Component Material, Material ThIdmees, Fastener Type, Fastener Spacing or Submit Manufacturers Detslis that Cmnply with RAS 11 tend Chapter 16. °' IIN rh 'k „ 4 °� FT.fa.• � �a oe l • • t-l� Hein, 06 Mean Roof Nephi •• •••• •• 00 TGFU.R1306 - Roofing Systems TGFU.R1306 Roofing Systems Roofing Systems BUILDING MATERIALS CORP OF AMERICA, DBA GAF 1361 ALPS RD WAYNE, N3 07470 USA Page 1 of 57 R1306 "Ruberold@ 20" or "Ruberold@ 20 HT" or "Ruberold@ Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1/2 -in. thick (minimum) gypsum board or 1/4 -In. thick (minimum) Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard; "DensDeck Prime@ Roofboard" or "DensDeck DuraGuardv" Roofboard" may be used In any existing noncombustible deck Classification. When this is done, the resulting roofing system Is acceptable for use over combustible (15/32 -in. thick minimum) roof decks. However, the butt joints in the gypsum board and Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard," "DensDeck Prime@ Roofboard" or "DensDeck DuraGuardTM° Roofboard" are to offset a minimum of 6 -in. with the butt joints in the roof desk. If polystyrene is part of the roof system, It must be placed below the overlayment board. Multiple piles of "GAFGLAS@ Ply 4" or "Tri -Ply@ Ply 4" or "Tri -Ply@ Ply 6" may be adhered to Georgia-Pacific Gypsum LLC "DensDeck @ Roofboard," "DensDeck Prime@ Roofboard" or "DensDeck DuraGuarcM Roofboard" in hot roofing asphalt. "EnergyGuardm Ultra" is an acceptable alternate to "EnergyGuardTM RF" in any applicable Classification. "GAF Stratavent@ Eliminator"° Venting Base Sheet (Nailable)" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. "GAFGLAS@ Peritte Insulation" may be utilized as a cover board over "EnergyGuardTM RF" insulation In any of the following systems. Unless otherwise indicated, the roof insulation Is mechanically fastened, adhered with hot mopping asphalt or UL Classified urethane insulation adhesive. Polystyrene referenced in any of the following Classifications include "EnergyGuard— EPS Insulation". • • 0000•• Unless otherwise indicated, all Insulations may be adhered with any UL Classified Insulation Adhesive per the manufachlWs'installap8if • • Instructions (excluding LRF Adhesive O) In any applicable Non -Combustible Roof Deck Classifications. 666606 • • • • • •00.00 • References to glass fiber Insulation include "EnergyGuard Fiberglass Insulation". 0000 •• • "EnergyGuard'" Tapered" Is an acceptable alternate to "EnergyGuardl"" In any applicable Classification. • • • • • • • • • • • • •• •• • •• ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT 0000•• • Type G2 asphalt glass mat base sheet ("GAFGLAS@ #75 Base Sheet" or "Tri -Ply@ #75 Base Sheet", or "GAFGLAS@ #80 ULTIMA") Ie eseltable alternate for Type G1 asphalt glass fiber ply sheet ("GAFGLAS@ Ply 4" or "Tri -Ply@ Ply 4", or "GAFGLAS@ Ply 60) in Pete Cj&6 A, B of C roof systems Indicated below. • • • 0000 • 0000 The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet "GAF Stratavent@ EliminatofTM Venting Base Sheet (Perforated)" or "GAF Stratavent@ EllminatorTM Venting Base Sheet (Nailable)." Perforated base sheets to be loose laid or fully adhered with hot roofing asphalt and nallable base sheets are to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ("GAFGLAS@ #75 Base Sheet" or "Tri -Ply@ #75 Base Sheet" or "GAFGLAS@ #80 ULTIMA" or "GAF Stratavent@ EllminatorTM Venting Base Sheet (Nallable)" may be substituted for Type G1 asphalt glass fiber ply sheet ("GAFGLAS@ Ply 4" or 'Tri -Ply@ Ply 4" or "GAFGLAS@ Ply 6") as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all Insulations may be hot mopped or mechanically fastened. "GAFGLAS@ Flashing" or "Ruberold@" may be used for Flashing In any of the Class A, B or C systems listed below. When "perlite" is referenced, this Includes "GAFTEMP PERMALITE@" or any other UL Classified perilte insulation. http://database.ul.com/cgi-binlXYV/template2ISEXT/1 FRAME/showpage.html?name=... 10/27/2013 0000•• • 0000•• 0000•• • 0000• 0000• 0000•• • • • 0000•• 0000•• • TGFU.R1306 - Roofing Systems EnergyCap— BUR Mineral Surfaced Cap Sheet." Surfacing (Optional): — 'TOPCOAT@ EnergyCote" " applied at a rate of 2-gal/100-191:2. 5. Deck: NC Incline: 3 Page 3 of 57 Base Sheet: — One ply Type G2 "GAFGLAS@ #75 Base Sheet" or'Tri-Ply@ #75 Base Sheet". 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." 6. Deck: C-15/32 Incline: 2 Insulation: — One or more layers perlite, glass fiber, polyisocyanurate, urethane, perlite/polylsocyanurate composite, perlite/urethane composite, phenolic, 1 In. minimum (offset a minimum of 6 -in. from plywood deck joints). Base Sheet, — One or more plies Type G or Type G2 or Type G3. Membrane: — One or more plies "Ruberoid@ Torch Smooth" or "Ruberoid@ Torch Granule" or "Ruberoid@ Torch Granule Plus" or "Ruberoid@ Mop Smooth" or "Ruberoid@ Mop Smooth 1.5" or "Ruberoid@ Mop Smooth Plus" or "Ruberoid@ Mop Granule" or "Ruberoid@ Mop Plus Granule" or "ROOFMatchm SBS Modified Granular" or "Tri -Ply@ SBS Modified Bitumen Membrane" or "ROOFMatchm APP Modified Granular" or'Tri-Ply@ TP -4G" or "Tri -Ply@ TP -4" or "Ruberoid@ Dual Smooth". Cap Sheet: — Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Trl-Ply@ Mineral Surfaced Cap Sheet"or "GAFGLAS@ EnergyCap"" BUR Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt. 7. Deck: C-15/32 Inclhre: 2 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polylsocyanurate composite or perlite/urethane composite or wood flber/polyisocyanurate composite or phenolic, any thickness. Base Sheet: — Two or more plies Type G2 or Type G3. Ply Sheet (Optional): — One or more plies Type G1. Membrane: — One or more plies "Ruberoid@ Torch Smooth" or "Ruberoid@ Torch Granule" or "Ruberoid@ Torch Granule Plus" or "Ruberoid@ Mop Smooth" or "Ruberoid@ Mop Smooth 1.5" or "Ruberoid@ Mop Smooth Plus" or "Ruberoid@ Mop Granule" or "Ruberoid@ Mop Plus Granule" or "ROOFMatch'" SBS Modified Granular" or "Tri -Ply@ SBS Modified Bitumen Membrane" or "ROOFMatch'" APP Modified Granular" or'Trt-Ply@ TP -4G" or "Tri -Ply@ TP -4" or "Ruberold@ Dual Smooth". Cap Sheep — Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or " frl-Ply@ Mineral Surfaced Cap Sheet" or "GAFGLAS@ EnergyCapTM BUR Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt. S. Deck: NC Incline: 2 Insulation (Optional): — Perlite or glass fiber or polyisocyanurate or wood fiber or mechanically fastened, any thickness. Base Shaft — One or more plies Type G2, "GAFGLAS@ #75 Base Sheet" or'Tri-Pty@ #75 Base Sheet". Ply Sheet: — One or more plies Type GI "GAFGLAS@ Ply 4" or'Tri-Ply@ Ply 4" or "GAFGLAS@ Ply 6". Cap Sheet: — Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or'Tri-Ply@ Mineral Surfaced Cap Sheet" or GAFGLAS@ Energy?p- BUR Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt. ; • •.;. Surfacing: — "Fireshield MB" applied at 2+h to 3.0-gal./100-ft2. • • • • • • • • • •• • 9999 • 9. Deck. C-15/32 Incline: 1""•" • • " • • • • •' 969669 • • • 966669 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurete or urethane o4 i • 6 6 6 6 6 periite/polyisocyanurete composite or periite/urethane composite or wood fiber/polyisocyanurate composite o:'fRfiolic, anythicRrfbss. 06:000 Ply Sheet; — Three or more plies Type GI "GAFGLAS@ Ply 4" or 'Tri -Ply@ Ply 4" or "GAFGLAS@ Ply 6". 680066 6 6 6 see** Cap Sheet: — "GASFGLAS@ EnergyCapT" BUR Mineral Surfaced Cap Sheet". • • • • 6 6 • • 6 6 0069:6 666666 6 • 10. Deck: NC Incline: 1 • • • • • • • • 9696.6 96•••6 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or uretwl or:• 6666 6 6"' • • perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, 2-1rk maximum. 9 6 Ply Sheet: — Two or more plies Type GI "GAFGLAS@ Ply 4" or 'Tri -Ply@ Ply 4" or "GAFGLAS@ Ply 6". Cap Slut: — "GASFGLAS@ EnergyCap° BUR Mineral Surfaced Cap Sheet". 11. Deck. NC Incline: 2 Base Sheet: — One ply Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri -Ply@ #75 Base Sheet". Ply Sheet: — One or more piles Type GI "GAFGLAS@ Ply 4" or "Tri -Ply@ Ply 4" or "GAFGLAS@ Ply 6". Cap Sheet: — "GASFGLAS@ EnergyCapm BUR Mineral Surfaced Cap Sheet". 12. Deck: C-15/32 Incline: 1 Insulation: — One or more layers perlite or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or phenolic, i -in. minimum (insulation joints offset a minimum of 6 -in. from plywood deck joints). Base Sheeti — One or more plies Type G1 "GAFGLAS@ Ply 4" or "Tri -Ply@ Ply 4" or "GAFGLAS@ Ply 6" or Type G2 "GAFGLAS@ #75 Base Sheet" or "rri-Ply@ #75 Base Sheet" or Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or'Tri-Ply@ Mineral Surfaced Cap Sheet". hq://clatab&w.ul.coni/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=... 10/27/2013 MIAMI -DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.nov/economy GAF 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:: GAF Ruberoie Modified Bitumen Roof System for Concrete Decks LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, :W%: • and following statement: "Miami -Dade County Product Control Approved", unless otheeite not8d herein. . e • • sees . 0000.. 0000 RENEWAL of this NOA shall be considered after a renewal application has been fi3ad �d there ha$ been no change in the applicable building code negatively affecting the performance ofithrs prods . d TERMINATION of this NOA will occur after the expiration date or if there has been ""isiso . change in the materials, use, and/or manufacture of the product or process. Misuse of• Shia 440A a; an• • • endorsement of any product, for sales, advertising or any other purposes shall autom$ Mf tf. terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination add removal bf NOA. • •• • 0000 ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florif' grid 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. 08-1028.02 and consists of pages 1 through 43. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 13-0409.03 Expiration Date: 11/06/14 Approval Date: 09/26/13 Page 1 of 43 dee••. • •d•••. . .0000. *does ••e 0e 0000•. • • •dee*. • • Membrane Type: APP & SBS Heat -Weld Deck Type 3: Concrete Decks, Non -Insulated Deck Description: 2500 psi structural concrete or concrete plank System Type F(6): Membrane fully adhered with approved asphalt. All General and System Limitations shall apply. Base Sheet: GAFGLAS® Stratavene Eliminator'' Perforated Venting Base Sheet, loose laid dry over deck primed with ASTM D-41 Asphalt Primer or Matrix`' 307 Premium Asphalt Primer. Ply Sheet: One or more plies of Ruberoid® 20, GAFGLAS® #80 Ultima' -M Base Sheets, GAFGLAS® #75 Base Sheet or Tri -Ply® #75 Base Sheet, adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: One or more plies of Ruberoid® Torch Smooth, Tri -Ply® TP -4, Ruberoid® Torch Granule, Ruberoid® Torch 180, RoofMatch7 APP Modified Granular, Tri -Ply® TP -4G, Ruberoid® Torch FR, Ruberoie EnergyCap" Torch Granule FR or Ruberoid® EnergyCap - Torch Plus FR. applied in accordance with manufacturer's instructions. OR Ruberoid® SBS Heat -Weld" 25, Ruberoid® SBS Heat -Weld" Smooth, Ruberoid® SBS Heat -Weld" Granule, Ruberoid® SBS Heat -Weld" 170 FR, Ruberoid® SBS Heat -Weld" Plus, Ruberoid® SBS Heat -Weld" Plus FR or Ruberoid® EnergyCap- SBS Heat -Weld' Plus FR applied in accordance with manufacturer's instructions. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. • . 1. Gravel or slag applied at 4001bs./sq. and 3001bs./sq. respectively in a flood coat of ; e a a • • *ease* approved asphalt at 601bs./sq. a..* : 0000 • a 2. GAFGLAS® Mineral Surfaced Cap Sheet, Tri -Ply® Mineral Surfaced Cap 4"t or * • • • • a • • • • : • GAFGLAS® EnergyCap" BUR Mineral Surfaced Capsheet adhered in d ffitl"opping of approved asphalt applied within the EVT range and at a rate of 20-40 lbr.'76sc.'. ; e.. e ' 3. Topcoat® Elastomeric Roofing Membrane, Topcoat® MB Plus (to be usgc�ssa`prim s owitti 0 0 :900 Topcoat® Elastomeric Roofing Membrane) or Topcoat® Surface Seal S$ jappj&d at t to j . •9 gal./sq. ...... •.... .' Maximum Design ....a. Pressure: -195 psf. (See General Limitation #9) • • • • • . •..... NOA No.: 13-0409.03 Muarian�►De Coin nr Expiration Date: 11/06/14 JAPPROVEDI_ Approval Date: 09/26/13 Page 41 of 43 Membrane Type: APP & SBS Deck Type 3I: Concrete Decks, Insulated Deck Description: 2500 psi structural concrete or concrete plank SYSTEM TYPE A(4): ADHERED INSULATED SYSTEMS The following assembly is approved to a maximum design pressure per Insulation Maximum Design Pressure Table B. No substitutions shall be made: Deck Type: Concrete, primed with MatrixT" 307 Premium Asphalt Primer. Anchor Sheet: Install one or more plies of GAFGLAS® #75 Base Sheet, Tri -Ply® #75 Base Sheet, (Optional) GAFGLAS4#80 Ultima Base Sheet, GAFGLAS® Ply 4, Tri -Ply® Ply 4, GAFGLAS® F1exPly'M 6, Ruberoid® Mop Smooth or Ruberoid® 20 mopped directly to deck primed with Matrix"' 307 Premium Asphalt Primer. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Insulations: See Insulation Maximum Design Pressure Table B below. Design Pressure is NOA No.: 13-0409.03 Expiration Date: 11/06/14 Approval Date: 09/26/13 Page 15 of 43 dependent on Insulation assembly # used in this system. Base Sheet: Install one ply of GAFGLAS® Stratavene Eliminator`°" Perforated Venting Base Sheet, lose laid dry Ply Sheet: (Note, required if membrane is APP/SBS Heat -Weld'' or Mineral Surface Cap) (Optional) One or more plies of Ruberoid® 20, GAFGLAS® Ply 4, Tri -Ply® Ply 4 or GAFGLAS® FlexPly'w 6 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: One or more plies of Ruberoid® Torch Smooth, Tri -Ply® TP4, Ruberoid® Torch Granule, Ruberoid® Torch 180, RoofMatch7 APP Modified Granular, Tri -Ply TP4G, Ruberoid® Torch FR, Ruberoie EnergyCap'M Torch Granule FR or Ruberoid® EnergyCapl'm Torch Plus FR applied in accordance with manufacturer's instructions. Or • •jt•••• Ruberoid® 20, Ruberoid® 30, Ruberoie 30 FR, Ruberoid® Mop Granule' Tri-Plj SBS Modified Bitumen Membrane, RoofMatchT' SBS Modified Granular,•lntec Flempit o Ruberoid® Mop Smooth, Ruberoid® Mop Smooth 1.5, Ruberoid®1V�op,. a SM000As • Ruberoid® Mop Plus, Ruberoid® Mop FR, Ruberoie EnergyCap MSR, Rulaoie Mop 170FR, Ruberoid® Dual Smooth, Ruberoid® Dual FR or Ruberogd: i'nergytape 4o FR SBS Membrane applied in accordance with manufacturer's instftntuV. :0. • • Or •• •• • •• Ruberoid® SBS Heat -Weld's 25, Ruberoid® SBS Heat -Weld's Smoot%;:f&eroie S$S Heat -Weld's Granule, Ruberoid® SBS Heat -Weld' 170 FR, Ruberod® VS Heq-•!• Weld" Plus, Ruberoid® SBS Heat -Weld"° Plus FR or Ruberoid® EnteC$p SBS JIQ4- Weld Plus FR applied in accordance with manufacturer's instructions. •-:• Or GAFGLAS® Mineral Surfaced Cap Sheet, Tri-Ply®Mineral Surfaced Cap Sheet, GAFGLAS® EnergyCap�.. BUR Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. NOA No.: 13-0409.03 Expiration Date: 11/06/14 Approval Date: 09/26/13 Page 15 of 43 Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 4001bs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. GAFGLAS® Mineral Surfaced Cap Sheet, Tri -Ply® Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCap�- BUR Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Topcoat® Elastomeric Roofing Membrane, Topcoat® 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. Insulation Maximum Design Pressure Table B # Insulation Assemblies 1. Min. V EnergyGuard7 Polyiso Insulation or EnergyGuardTm RH Polyiso Insulation, EnergyGuard7 RA Polyiso Insulation mopped in asphalt at the rate of 20-40 lbs./sq. asphalt at the rate of 20-40 lbs./sq. Maximum Design Pressure —150 pst See General Limitation #9 2. (Optional)Base Layer. Min. 1" EnergyGuarC Polyiso Insulation or EnergyGuardTg RH Polyiso Insulation, EnergyGuardTm RN Polyiso Insulation, EnergyGuardTm RA Polyiso Insulation mopped in asphalt at the rate of 20-40 lbs./sq. Top Layer: Min. '/a" DensDeck® or Securock Gypsum -Fiber Roof Board mopped in asphalt at the rate of 20-40 lbs./sq. Maximum Design Pressure 240 pst See General Limitation #9 3. (Optional) Base Layer: Min. 1" EnergyGuarC Polyiso Insulation or EnergyGuard7 RH Polyiso Insulation, EnergyGuard7 RA Polyiso Insulation, EnergyGuarcr Composite Polyiso Insulation'or mopped in asphalt at the rate of 20-40 lbs./sq. 0 . Top Layer: Min. 3/4" EnergyGuard'� Perlite Roof Insulation, Energy Pgrlite,ecover • • • Board or Min. %a" StructodeV High Density Fiber Board Roof Insulation adherd&to the base • • • • insulation layer or primed concrete deck in a full mopping of approved asphalt &OPM withirt Me 0000.. EVT range at a rate of 20-40 lbs./sq. Maximum Design Pressure —90 pst See General Limitation #9 • 4. (Optional) Base Layer: Min. 1" EnergyGuarC Polyiso Insulation or EnergyGy�. RH PcIyNp. • Insulation, EnergyGuarcr RA Polyiso Insulation, EnergyGuar(r Composite Polvir! isulation. mopped in asphalt at the rate of 2040 lbs./sq. 0 6 0 • Top Layer: Min. W EnergyGuarC Perlite Roof Insulation, EnergyGuarr Peg'lite. %ecovef Board or other approved perlite insulation board Min. %2" Structodeke High Density Filter Board Roof " Insulation adhered to the base insulation layer or concrete deck primed with Matrix 307 Premium Asphalt Primer in a full mopping of approved asphalt applied within the EVT range at a rate of 20- 40lbs./s . Maximum Design Pressure —90 psf. See General Limitation #9 NOA No.: 13-0409.03 aoanEco�nvrir Expiration Date: 11/06/14 ' ' ' ' • Approval Date: 09/26/13 Page 16 of 43 0000.. 0000.. 0000.. 00.00 0000.. .0000. CONCRETE DECK SYSTEM LimrrATIONS: 1. If mechanical attachment to the structural deck through the lightweight insulating concrete is proposed, a field withdrawal resistance testing shall be performed to determine equivalent or enhanced fastener patterns and density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing Application Standard RAS 117; calculations shall be signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant. GENERAL LEVIITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4'x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each 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 -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect pg.:. Registered Roof Consultant may be submitted. Said revised fastener spacing shall uftlizg%e withdrawal resistance value taken from Testing Application Standards TAS 105 and calculation: in :om00:09plianc **fth Roofing Application Standard RAS 117. 0000 sees** 7. Perimeter and corner areas shall comply with the enhanced uplift pressure required gipts of tiVse ,areas. Fastener densities shall be increased for both insulation and base sheet as calculated aa'compta @c vith Roofing Application Standard RAS 117 and/or RAS 137. Calculations prepared, ftw&and waled by a 00 Florida registered Professional Engineer, Registered Architect, or Registered RoofCodsliltant Cwh'Cb this limitation is specifically referred within this NOA, General Limitation #9 will 1401W Applicable. ) 8. All attachment and sizing of perimeter milers, metal profile, and/or flashing termination designs elAW: • conform to Roofing Application Standard RAS 111 and applicable wind load requir;4404 0 .00. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (ice frld, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 13-0409.03 MU4MMADE CPI MY Expiration Date: 11/06/14 ' " s Approval Date: 09/26/13 Page 43 of 43 0.00.0 000000 00000. 9660. 69696 0099.6 9 6696.. 6 .96966 6 TGFU.R1306 - Roofing Systems\/V D 0 0 Z5 qZ3 Page 5 of 57 "LRF Adhesive M" or OMG Inc. "Olybond Fastening System" applied as a nominal 3/4 -in. bead or "GAF 2 -Part Roofing Adhesive" applied as a nominal 2 -1/2 -in. bead with a maximum on -center spacing of 12 -in. or any UL Classified Insulation adhesive applied per the manufacturer's installation Instructions. Bassi Sheen — One ply "GAFGLASS Stratavent@ Eliminator'" Venting Base Sheet" or Type G2, fully adhered with hot roofing asphalt Ply Sheet: — One or two plies "Ruberold* Mop Smooth" or "RuberoldS Mop Smooth 1.51 or "RuberoldS Mop Smooth Plus" or "RuberoldS. 20" or "RuberoldS 20 HT", fully adhered with hot roofing asphalt Membrana — One ply "GAFGLASS Mineral Surfaced Cap Sheet", fully adhered with hot roofing asphalt Surfacing: —'TOPCOAT@ EnergyCote'"° or "TOPCOAT® MB Plus - White" or "Matrix'" 322 White Elastomeric Roof Coating" applied at a rate of 2-gal/10041:2. 19. Decks C-15/32 Incline: 1 Insulation (optional): — Any thickness perlite or wood fiber or glass fiber or pokyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. ' Barrier Board: — Minimum %-in. thick Georgia-Pacific Gypsum LLC "DensDeclke Roofboard" or "DensDeck Prime@ Roofboard"err "DensDeck DuraGuard'" Roofboard" or minimum Yk-in. thick Untied States Gypsum Corp. "SECUROCK* Roof Board" (Type FRX-G) or "SECUROCKS Glass -Mat Roof Board" (Type SGMRX) mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classifled insulation adhesive with butt joints In the barrier board products staggered a minimum of 6 -in. from plywood deck joints. Base Sheetx — One ply "GAFGLAS@ Stratevent Eliminator Venting Base Sheet" fully adhered with hot roofing asphalt Ply Sheeti — One or two plies "RuberoldS Mop Smooth" or "RuberoldS Mop Smooth Plus" fully adhered with hot roofing asphalt Membranes — One ply "GAFGLAS@ Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt Surfacing: - "TOPCOAT® EnergyCote'"" or "TOPCOAT* MS Plus - White" or "Matrix 322" applied at a. rate of 2-gal/100-ft2. 20. Dedu C-15/32 Incline: i em Sheets — One ply Type G2 "GAFGLASS #75 Base Sheet" or "Tri -Ply® #75 Base Sheet" mechanically fastened. Insulation (Optional): — Any thickness or combination: perlite or wood fiber or glass fiber or polylsocyanurate, mechanically fastened or hot mopped or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified Insulation adhesive. �kl Base Sheet: — One or more plies "Rubereid@ 20" or "RuberoldS 20 HT" or "RuberoldS Modified Base Sheet", hot mopped or mechanically attached. Cap Sheets — One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri -Ply® Mineral Surfaced Cap Sheet" or "GAFGLASS EnergyCep'" BUR Mineral Surfaced Cap Sheet." 1. Deck C-15/32 Class B Incline: 3-1/2 IImufttlon (Optional): — One or more layers perlite or wood fiber or glass fiber or polylsocyanurate or urethane or pe itte/polylsocyanurate composite or peri te/urethane composite or wood fiber/polylsocyanurate composite or phenolic, any thickness. Ply Sheet: — Two or more plies Type GI "GAFGLASS Ply 4" or "Tri -Ply@ Ply 4" or "GAFGLASS Ply 6" mechanically fastened Cap Sheet; — Type G3 "GAFGLASS Mineral Surfaced Cap Sheet" or "Trl-Ply@ Mineral Surfaced Cap Sheet" or "GAFGLASS EnergyCap'" BUR Mineral Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 2. Deck. C-15/32 Incline: 3-1/2 •000.0 • 00.000 i • • 0 Insulation (Optional): — One or more layers perlIte or wood fiber or glass fiber or polyisocyanurate or ure%ne or .' • • • . • • perilte/polylsocyanumts composite or perllte/urethane composite or wood fiber/polylsocyanurate composite BI.4"olic, anr**kness. • • • • • • Base Sheett — Two or more plies Type GI or Type G2 or Type G3. 000000 • • • Membrane: —One or more plies "RuberoldS Torch Smooth" or "RuberoldS Torch Granule" or "RuberoldS TQQrch Granule Plus" or • .. • • • "RuberoldS Mop Smooth" or "RuberoldS Mop Smooth 1.5" or "RuberoldS Mop Smooth Pius" or "Ruberoid* op GranuIe1Po&; Rt?4proid@• Mop Plus Granule" or "ROOFMatch'" SBS Modified Granular" or'Tri-Ply* SBS Modified Bitumen Membrane" EP `Rl0OFMatch"' APP Modified • • • • Granular" or'Trl-Ply* TP -4G" or "Tri -Ply® TP -4" or "RuberoldS Dual Smooth." 000000 • • • • 0 :0 0 • Cap Sheets — "GAFGLASS Mineral Surfaced Cap Sheet", or "Tri -Ply* Mineral Surfaced Cap Sheet" or "GANW,® Energ" EBUR • • • • • • Mineral Surfaced Cap Sheet" Hilly adhered with hot roofing asphalt • 3. Declu C-15/32 Inciipe: 2-1/2 •• • 0000 ins: latlon (Optional): — One or mom layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or • periite/polyisocyanurate composite or pedite/urethane composite or wood fiber/polylsocyanurate composite or phenolic, aft? 4ckness. Ply Sheet — Two or more plies Type G1 "GAFGLASS Ply 4" or "Trl-Pty@ Pty 4" or "GAFGLASS Ply 61. Cap Sheet: — "GAFGLAS@ EnergyCap'" BUR Mineral Surfaced Cap Sheet". 4. Decks C-15/32 Incline: 2-1/2 • •••••• Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perilte/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Base Sheet: —Two or more plies Type Gl "GAFGLAS@ Ply 4" or'Tri-Ply@ Ply 4" or "GAFGLAS@ Ply 6" or Type G2 "GAFGLASS #75 Base Sheet° or "Tri -Ply@ #75 Base Sheet' or Type G3 "GAFGLASS Mineral Surfaced Cap Sheet' or TH-Ply* Mineral Surfaced Cap Sheet." Membrana — One or more plies "RuberoldS Torch Smooth" or "RuberoldS Torch Granule" or "Ruberoid@ Torch Granule Plus" or "RuberoldS Mop Smooth" or °RuberoldS Mop Smooth 1.5" or "RuberoldS Mop Smooth Plus" or *RuberoldS Mop Granule" or "RuberoldS Mop Plus Granule" or °ROOFfMatchTM SBS Modified Granular" or "Tri-PlyS SBS Modified Bitumen Membrane" or "ROOFMatch'" APP Modified Granular" or "Tri-PlyS TP -4G" or'Tri-PlyS TP -4" or "RuberoldS Dual Smooth." Cap Sheet — "GAFGLASS EnergyCap'" BUR Mineral Surfaced Cap Sheet", http://database.ul.conikgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=... 10/27/2013 CQUITY r •. . . . . . . . . . . . . . MIAMI -DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economv :0 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:: GAF Ruberoie 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 hereiigr • •: • 0 RENEWAL of this NOA shall be considered after a renewal application has been filed M thtre has M811no change in the applicable building code negatively affecting the performance of this prod*& e Does TERMINATION of this NOA will occur after the expiration date or if there has been ai'e'vTIion or ftng'e,in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as N, �c�orseme 1it so any product, for sales, advertising or any other purposes shall automatically terminate this N"4.$dilure to Egoly 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, Flotjda, and "t1tWed by the expiration date may be displayed in advertising literature. If any portion of the POA ig displayedp then it shall be done in its entirety. sees 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. 09-0224.01 and consists of pages 1 through 29. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 13-0424.14 MuapApEcotnvrr Expiration Date: 11/06/14 APPROVED Approval Date: 10/31/13 Page 1 of 29 Does.* D • 000DDo ones. . D ..sees • 00.0.0 •6008• 0 n Membrane Type: SBS/SBS Cold Applied Deck Type 1: Wood, Non -insulated Deck Description: 19/32 1 or greater plywood or wood plank decks System Type E(1): Base sheet mechanically fastened to roof deck. All General and System Limitations shall apply. Fire Barrier: FireOutT" Fire Barrier Coating, VersaShieie Fire -Resistant Roof Deck (optional) Protection or SecurocV Gypsum -Fiber Roof Board. Base sheet: GAFGLAS® #80 Ultima "' Base Sheet, GAFGLAS® Stratavene EliminatorT" Nailable Venting Base Sheet, Ruberoid® 20, Ruberoid® SBS Heat -Weld'' Smooth or Ruberoid® SBS Heat -Weld"" 25 base sheet mechanically fastened to deck as described below: Fastening GAFGLAS" Ply 4, GAFGLAS® F1exPly" 6, GAFGLAS4#75 Base Sheet or any Options: of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS® F1exPly"" 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill -Tec"" #12 Fastener, Drill -Tec T. #14 Fastener or Drill -Tec"" XHD Fastener and Drill -Tec' 3" Steel Plate, Drill - Tec' AccuTrace Flat Plate or Drill -Tec"" AccuTrac® 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. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® FlexPly"" 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field:...;. (Maximum Design Pressure —52.5 psf, See General LimitatiA #V. ' .. 0000 GAFGLAS® #80 Ultima Base Sheet, Ruberoie 20, RuberoidF"Zp'Smootlt! 0 0 base sheet attached to deck with approved annular ring shank nail's'a'n'd tin capsat a fastener spacing of 9" o.c. at the 4" lap staggered and in two row* 4 o.c. PC bhe • field. 0000.. .. . (Maximum Design Pressure —60 psf, See General Limitation A1)..' GAFGLAS® #75 Base Sheet or any of above base sheets attaci YvVleck with Drill-TecT" #12 Fastener, Drill -Tec"" #14 Fastener or Drill -Tec. XIJD Fast(V&O •. and Drill -Tec "°' 3" Steel Plate, Drill-TecT" AccuTrac® Flat Plate es br311-Tech' ... a AccuTrac Recessed Plate installed 12" o.c. in 4 rows. One row is in the 2'= sale lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tec"' insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) NOA No.: 13-0424.14 Expiration Date: 11/06/14 Approval Date: 10/31/13 Page 25 of 29 0000.. ...... .0000. .0000 0000. 0000.. 000..0 0000.. GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill -Teem #12 Fastener, Drill -Tec'.' #14 Fastener or Drill -Tec'.' XHD Fastener and Drill -Teem 3" Steel Plate, Drill -Teem AccuTrace Flat Plate or Drill -Tec"' AccuTrace Recessed Plate installed 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) Ply Sheet: (Optional) One or more plies GAFGLAS® Ply 4, GAFGLAS® F1exPly'm 6, GAFGLAS® #80 Ultima Base Sheet, Ruberoid® Mop Smooth or Ruberoid® 20 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: One or more plies of Ruberoid® Mop Smooth, Ruberoid® Mop 170 FR, Ruberoid® Mop Granule, RoofMatchTm SBS Modified Granular, Ruberoid®Mop Plus Granule, Ruberoid®20, Ruberoid® 30, Ruberoie EnergyCap- 30 FR SBS Membrane, Ruberoid® 30 FR or Ruberoid® Mop FR in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Or One or more plies of Ruberoid® Mop Smooth, Ruberoid® Mop Granule, RoofMatch'm SBS Modified Granular, Ruberoid® Mop 170 FR, Ruberoid® Mop Plus Granule, Ruberoie20, Ruberoie 30, RuberoieEnergyCap-30 FR SBS Membrane, Ruberoie 30 FR or Ruberoid® Mop FR adhered in MatrixTM 102 SBS Membrane Adhesive at an application rate of 1-2 gal./sq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS®EnergyCapBUR Mineral • • Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied witt n the 4v -f. • • • • • • • • range and at a rate of 20-40 lbs./sq. ' • . • : goo* .' 3. Topcoat® Elastomeric Roofing Membrane, Topcoat® MB Plus (to be usedes•a, primer with 0 • #00000 Topcoat® Elastomeric Roofing Membrane) or Topcoat® Surface Seal SB applietMt 1 to 1.5 :0064: gal./sq. 6060 •. 6 6 • • • • • 0000 • •• 0000• Maximum Design• • v••66• •• • 0000• • • • • 6 Pressure: See Fastening above • • 6 • • • • •' • •; • . . • . ...•.. 6 0 0 • 0 6 060000 66 • 00.0 6 ••66 NOA No.: 13-0424.14 Expiration Date: 11/06/14 Approval Date: 10/31/13 Page 26 of 29 WOOD DECK SYSTEM LlMffATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® F1exPly TM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '/d' DensDecV Roof Board or '/2" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 tbs./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 121bs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 2751bf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener1p1ji:ig shall utilize the withdrawal resistance value taken from Testing Application Stajdat:419 JAS ?05 and calculations in compliance with Roofing Application Standard RAS 117. of ' 6""6 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requi;e0gretys of these areas. Fastener densities shall be increased for both insulation and base sheet as WGVlated ig. compliance with Roofing Application Standard RAS 117. Calculations prepared; cigne`d and:eftd' by a Florida registered Professional Engineer, Registered Architect, or Registera&Roe f ConsWt�ant0 (When this limitation is specifically referred within this NOA, General Limt&tten #9 will EM be applicable.) :00:0: 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination desvo me e 6 shall conform to Roofing Application Standard RAS 111 and applicable wind lo&R A`gpirementh 6 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones. g e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 13-0424.14 Expiration Date: 11/06/14 Approval Date: 10/31/13 Page 29 of 29 00660• 0000.. 0000.. 0000. 0000. 0000.. 0606:0 6 6 666666 RE: Permit # ' x0c /0 zk "') 33/ Miami S hores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 ` Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION AFFIDAVIT DATE: licensed as a (n) Contractor / Engineer / Architect, (Pr�ttitameand ckdeucenserype) FS 468 Building Inspector License #: �' C C' d Sa �F (o 6 On or about /0 ..3/ - /K— , I did personally inspect the roof deck nailing and pate & dare) Secondary water barrier work at (a o /j C- /0 / (Cor 0e!w Job Site Address) , Based upon thajogkination lave determined the installation was done according to the Hurricane Mitigation Retrofit M.W.M MN Signature State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he/she is the contractor for the above property mentioned. � Swom to and subscribed before me this 5 l day of V a ."`°NORAISY GONZAL.EZ MY COMMISSION #FF091428 Notary Public, Sate of Florida at Large •.9'FOF�oP: EXPIRES February 10, 2018 (407) 3 98 -0153 FloridallotaryService.com `General, Suli tg, Reaiden%L or Roofbv Contractors or any individual certified under 468 F.S. to make such an inspection. Include photwephs of each plarre of the roof wfth pertnrt # and addr a # dearly shown marked on Ute dedt for each in ecdon