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Home My WebLink AboutSUBMITTED PAPERSALL APPLICABLE INFO MUST BE`C/OMPLL'_,_.,FOR APPLICATION TO BE ACCEPTED L / Date: I oZ ' �' , Z SCANNED Permit Number: BY St. Lucie County Building Permit Application Planning and Development Services Building and Code Regulation Division'• 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of linev('vur— III Address: ®!/ gay i5a f/f K 0 CP, . n� E?, FL 3,-fq s—( Le galDescriptlon40 L cE WOOD f (� lVt 5 LoTla �MHif 13�oay 02 362��6�f3 ,, 36��, Property Tax ID#:® 13o1-6es=D.3��'O�o Lot No. Site Plan Name: G l� Block No. Project Name: a O ?l n94'( tU ib go. 'Root r Setbacks Front Back: Right Side: Left Side: F-t-wmvul: i;xisr �l 5HIn1G��sf Fc-�.� �M�}i<G AW f2Wl`►lg,�l INS-rptLL PE[L f STICK 4- T Y C4IMP 5-72- PifCH HaanionaiworKiooe errormea unuerimsperma-ci ❑HVAC Gas Tank ❑Gas Piping ❑Electric ❑Plumbing []Sprinklers Shutters ❑ Windows/Doors Generator r Roof Total Sq. Ft of Construction: OF 27 / t S Q. FT, ScFtj of First Floor: Cost of Construction: Utilities: —Sewer ❑ Septic Building Height: ®\1Ul�1ER/LESSEr': a �"� •ro4$a.&, 'A-nt*kGa _" ..Y .kt.. `32 .y. ..d`a' NTFi%AC7UR" Name %- , . G�1 i TE7fcl4 Name Address:* 7J;0.;/- olgmw tw' Cgmpany:- city:® �rr /l:/2G� StateW-L Zip Code: // ,L_ Fax: Ar/72 - G/ 6 77 9 Phone No.® - 135-Z Address: '" s City: State:_ Zip Code: Fax: Phone No. E-Mail: *--rS T ri R YR HC70, CO Fill in.fee simple Title Holder on next page (if different from the Owner listed above) E-Mail: State or County License: If value of construction is $2500 or more, a RECORDED Notice of Commencement is required. .SllP,IVIEN frOxSEUCQt1 n OMAiO.N ZM ... W }.. w`3n.' DESIGNER/ENGINEER: Name: W _ Not Applicable MORTGAGE COMPANY: Name: Address: _ Not Applicable Addressill City: Zip: %0 Phoned State- City: Zip: Phone: State: FEE SIMPLE TITLEHOLDER: Name: _ Not Applicable BONDING COMPANY: Name: _Not Applicable Address: Address: City: City: Zip: Phone: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commOcing work or recording vour Notice of Commencement. / &gnature;o9wne r Agent/ Lessee Signature of Contractor/License Holder STATE OF FLORIDA ' ' ' STATE OF FLORIDA COUNTY OF 54-Lu6e. COUNTY OF The forgoing instrument was acknowledged before me The forgoing instrument was ackno edged before me this 13*1dayof AIaV2mb¢�' 20 14 by this_dayofZ 20g by AoMgS 9 - CIQ5 4E41- (Name of person acknowledging) Name of person ackno edging ) y - W wn�.c Co ` (Signature of Notary Public -State of Florida) (Signature of N ary Public -State of Florida ) � lrionri Personal) OR Produced Identification Personally Known earl Y own Type of Identification o • "'........ Type of I ntiiication Produced �I \' MY CO��ggMMI SION #FF039437 Commission No. Com ission No. (Seal) EKPHila�9ust31, 2017 �M-@IJ5 >•10TidaNat+rySeau+0esnm Revised 07/15/2014 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE- . MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW;, REVIEW REVIEW DATE COMPLETE INITIALS Property Appraiser - St.Lucie Cow . ?L F Page 1 of 1 Thomas A Glastetter Record: 1 of 1 Property Identification Site Address: 8304 Bayard Rd Sec/Town/Range: 02 :34S :39E Map ID: 13102S Zoning: RS-4 Ownership and Mailing Owner: Thomas A Glastetter Address: 724 West 5th St Washington MO 63090 Sales Information Date Price Code Deed 417/2014 103000 0001 WD 4/7/2014 0 0119 PR 11/2612013 0 0111 PB 11/21/2013 0 0111 PB 10/2212013 0 0111 PB 9/14/1993 24500 01 QC 11/9/1989 65500 00 WD PROPERTY RECORD CARD «Prey Next» Spec.Assmnt Taxes Exemptions Permits Home Print i 1,UCIEC ParcellD: '�f - nF-rw+u n00•n- y 1 Account #: 129485 Use Type: SF Res City/Cnty: Saint Lucie County �'• , "'`:.,..! Legal Description �0 K*�AI292026)tOR 3620- 62d4� Assessment 2014 Book/Page 2014TRIM: 75400 3620/0644 Assessed: 75400 3620 / 0643 Ag.Credit: 0 3583/1841 Exempt: 358211203 Taxable: 3575/0172 Taxes: 1472.34 0861/0098 0663/1653 BUILDING INFORMATION Exterior Features View: - RoofCover: ExtType: HC- -HC- YearBlt: Grade: C--C- EflYrB[t: StoryHght: 0010-1 Story No.Units: Interior Features BedRooms: 3 Electric: Ful]Balh: 2 HeatType: 1/2Bath: 0 HeatFuel: %A/C: 100 %Heated: Special Features and Yard Items Type Y/S Qty. Units Qual. Cond. YrBIL DWC- Driv-Concret Y 1 760 AV AV 1989 FNW6 - WOOD FEN 6' Y 1 260 AV AV 2000 SWAV - RES POOL AVG Y 1 288 AV AV 2006 PA01 - POOL DK-AVG Y 1 1336 AV AV 2006 PHTR - POOL HEATER Y 1 1 AV AV 2006 Total Land and Building Land Value: 6300 Acres: 0.27 Building Value: 69100 Finished Area: 1320 SgFt SD - Dim Shingle RoofStruct: HP - Hip 1989 Frame: - 1989 PrimeWall: WS-Wood/Sheath 1 SecWall: - MX-MAXIMUM PnnlntWall: DW-Drywall FHA - FrcdHolAlr AvgHt/FI: ELEC- Electric Prm.Flors: CU- Carpet 100 %Sprinkled: 0 Land Information No. Use Type Type Measure Depth 1 0100-SF Res BI-Front Ft 90 131 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.paslc.org/paslc/prc.asp?prclid=130160503840009 10/13/2014 / JOSEPH E. SMITH, CLERK OP _. _ CIRCUIT COURT - SAINT LUCIE COUNTY - , FILE If 4015618 OR BOOK 1� i PAGE 628, Recorded 11/20/2014 at E PM NOTICE OF COMMENCEMENT pe ItNo. TatF.H.No. I3✓�-loos- �r�--ooa-9 StateofFlodda CamtyufSL Lude The undersigned hembygiws noticethat Improsemeltwle be made to certain mat property, and in accordance with l3apter713, Fbdda Stables, the fallowing infarmaden is prodded In this Notice of Com nencemem. Regal Demipelond nd rest address O aV�Iable): f�¢ oeolNITS I��K fb Corti (p4AP r3 t) DaN 13AYMto f20, Tr,t'ti& Generaldesoilatia,otimprovenem: 9P�efµtAJb&6 RooF Wlrli S✓GRraP Name S ST - R Address _ E -Y AR P r J Z 6, L C) Interest In property: I, Name and address of fee simple titleholder 8fddferent from Ow fisted above): Cmtraeta's Surety (If applicable, a mPyofthe payment bard is attached): Amount of bond: $ Nameandaddress: Phonenumber. Number. Person, Within the State of Honda de ivated by owner upon whom notices or other doosmema may be served as provided bySection 2}j,yp(1)(e)7. Florida Statutes Name:- ._.-..._...... .. Phone Number In aditonto recdw:acopycfthe Evpirationdateofnalwofcommencement: (the expiration data myna bebefare the completion of wnstruclbn and final paymmtto the centmdv, but will be 1 yearfrom the date of raarding unless a ddferent date isspedfied) WMMNGTO OWNER: ANY PAYMENTS MADE BYTHE OWNEAAFTERTHE EXPIRATION OFTHE NOTICE OFCOMMENCEMENTARECONSIDERED IMPROPER PAYMENTS UNDER OIAPTER 713, PART 1, SECTION 713.13, FLORIDASIATUTES, AND CAN RESULT IN YOUR PAYING TWICEFOR IMPROYEMENTSTO YOUR PROPERTY. ANOTICE OF COMMENCEMENT MUST BE RECORDED AND POREDONTHE JOBSTTE BEFORETHE FIRST INSPECTION. IFYOU INTEND TOOBTAIN FINANCING, ODNSULT WHH YOUR LENDER ORAN ATTORNEY BEFORE COMMENONG WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under ItyofPequry l declare that l hose read the foregoingnodce of commencement and that the fads stated therein are tmeto the best of mylm sand /�s�� (Agnatum of ownvorlessee,Di Ownefsor Lessee'smhodaed Office/Wrector/Partner/Manager OvJnor (Sigratar/s Title/Ofilce) . The foregoing instrument was arknowtedged before methts fb day of /✓a✓ , By—IJIOFn9I rsE"A251'e"e � as_ #wn E/" {or - NameofPem Typeofa odly(e.g.ofImr,",me) Party on behalf ofwhom instmmemwas executed (Signatureof NotaryPubic-State of Florida) Notary Public) C MF. S039437 201T non ]seorsaem Personalty kw.Z.r pmduoed Identification_ Type of Identification pmduced STATE OF FLORIDA ST. LUCIE COUNTY THISffOCERTIFYTHATTHISIS TRUE,ff CORRECT COPY OF ORIGIN S S Y C ERK Date: NOVD 0 Clerk014 Planning & Development Services Department Building & Code Regulations 2300 Virginia Avenue Fort Pleme, Florida 34982 (772)467,1553 OWNER/BUILDER AFFIDAVIT DISCLOSURE STATEMENT F.S. 489.103 (7) EXEMPTIONS State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even, though you do not have a license. You must provide direct, on -site supervision of the construction yourself. Ybu may build or improve farm outbuildings, a one -family or two-family residence for your use and occupancy. You may also build or improve a commercial building at a cost not exceeding $75,000.00 as long as it is for your own use or occupancy. You may not build or improve said structures for the purposes of selling or leasing that building. If you sell or lease a building you have built or improved within one year after construction is complete, then a presumption is created that it was built or improved for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building; it is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Your construction must comply with all le laws, ordinances, building codes, and zoning regulations. Initial I understand that the building official and inspectors are not there to design or give advice on how.W meet the minimum code. Initial I understand that as an owner -builder that any contract disputes with sub -contractors and I must be handled in a civil court with the advice of an attorney. This department will not mitigate any contract disputes. Initial I understand that if I compensate any person or company for work performed they are required to be licensed in this jurisdiction. If for some reason they do not possess a license, I may be responsible and liabl_eforAe cost of the license. Initial I understand that if any person that is unlicensed and uninsured gets injured on my construction project - they may be entitled to workmen's compensation. I could be held liable for all doctor, lawyer and relatOaMl cost, which could include loss of wages during recovery from their injury. Initial I hereby acknowledge that I have read and understand the above disclosure statement and that I further understand that any violation of the terms of the owner/builder exemption shall be reported by the Building and Z,Aing Dep t to the Florida State Department of Professional Regulatio Signed and acknowledged on this day o of 20. erBuilder Sigilature STATE OF FLORIDA COUNTY OF The for going 'ns ent was acknowled ed before me this day of ��e . 20� by who is personally )mown to me, or who h pro aced _ as identification. /q 1�m DS� )I Aq ADM 6. �Ja olwtty SignatureafN ry TYB or Print Name ofN tary (Seal) Title: Notary blic or Number SLCPDSD Revised 051IR2014 AUOREYS.HOMPHREY r MYCOMMISSIONOEE061159 • EXPIRES: March 6, 2015 Bonded Tlw Notary Public UMervrtilers PLANNING AND DEVELOPMENT SERVICES DEPARTMENT BUILDING AND CODE REGULATIONS DIVISION 2300 VIRGINIA AVE FORT PBsRCE, FL 34982 (772) 462-1553 Fax (772)462-1578 PERMIT RENEWAL REQUEST PERMIT NUMBER: I`l Ia l ADDRESS: X 30Lf I"1La'IiC�i6a �, I, ! hFOMA-s .4 . STD n E2 , am requesting that the above permit be renewed. I understand that I must schedule and pass all required inspections for the permit to be finaled. Further, I understand that this is a ONE. TIME RENEWAL and the permit shall expire should I not receive a passing inspection during any six month period during the renewal period. Justification ft, rM P7=1[ 0A4:. LDRqNXR/BOR CONTRACTOR SIGNATURE �Ifo M.9-5' A-. 6r-L L 2 Print Name STATE OF FLORIDA COUNTY OF `j - LL3"f ATE ACKNOWLEDGED BEFORE METHIS 7--7 - _ DAY OF -EU�4 20—j.�r BY-l7 >'hmC &1YVS4-e-Mfi L, WHO IS PERSONALLY KNOWN TOME .OR HAS PROVIDED 1) C AS IDENTIFICATION. STATE OF FLORIDA, County of C54Ar C- Lwr- / SIGNATURE OF NOTARY Number of Open Inspections: Total Inspections: (Divide open by total to get % of open inspections) Percentage: Original permit fee: x %.open = $ Renewal fee Example: [15 divided by 23=.65(0/o)] $175(permit fee) x.65=$113.75 (renewal fee) Revised 7212014 OFFICE USE ONLY: DATE FILED: REVISION FEE: 1. LOCATION/SITE ADDRESS: 30q SCANNED BY St. Lucie County PERMIT # I 1-f 12 00317 RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 349825652 (772) 462-1553 FAX (772) 462-1578 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION 2. DETAILED DESCRIPTION OF PROJECT REVISIONS: 3. CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: PHONE (DAYTIME): F i U mu ST. LUCIE COUNTY CERT. #: FAX: 4. OWNER/BUILDER INFORMATION: NAME: J HOMES /� (YGh S [ r ZT/L ADDRESS: __=��H- XY/1 CITY; ' 1�— /�r/Z C E STATE: _ -� PHONE: �� 7 2 — / 32 FAX: 5. ARCHITECT/ENGINEER INFORMATION: ZIP: ZIP: NAME. ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): FAX: Revised 07/22M14 ST. LUCIE COUNTY BUILDING DIVISION ®fir REVIEVIED FOR CO 'c REVIEWED BY DATE PLANS AND PERMIT MUST BE KEPT ON JOB OR. NO INSPECTION WILL BE MADE r burlua nmlaing t-oae vntme Page 1 of 2 V - rr FloridaDepartmentd BCIS Home I lug In i User Registration f Hot Topia F Submit Surdiarge F Stnts & Facts I Publications : FBC Staff I BCIS Site Map I Links I Sea h Busines m usE°d�°It Approval Professikal Regulation Product APIMP i Menu > Product or Aooli.tlon Search > Application Us [> Application De"i FL # FL16027 Application Type New Code Verslon 2010 Application Status Approved Comments Archived 17 Product Manufacturer TRI-BUILT Roofing Products Address/Phone/Email 9050 Louisiana Street Merrillville, IN 46410 (201) 842-2449 david.m[z@tribuiltmaterlaisgroup.com Authorized Signature David Ruiz----- david.roiz@tribuiltmaterialsg rou p. com Technical Representative C Richard Schuman Address/Phone/Email 9050 Louisiana Street Merrillville, IN 46410 rich.schurman@alliedbuilding.com Quality Assurance Representative C Richard Schuman Address/Phone/Email 9050 Louisiana Street Merrillville, IN 46410 rich.schuman@allledbuliding.com Category Roofing Subcategory Modified Bitumen Roof System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FYI Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Robert Nieminen developed the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 08/08/2015 Validated By John W. Knezevich,'PE C� Validation Checklist - Hardcopy Received Certificate of Independence FL16027 RO COI Trinity ERD Cl - Nieminen odf Referenced Standard and Year (of Standard) Standard ASTM D6163 ASTM D6164 ASTM 06222 FM 4470 FM 4474 Year 2000 2005 2002 1992 2004 Contractor Copy http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQWtDgtFPmdYiND Wi... 1 /16/2015 rionaa 15uuamg uoae unime rage / or Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 10/23/2012 10/26/2012 11/01/2012 12/04/2012 Summary of Products FL * 114odel, Number or Name IDescriptTon 16027.1 RI -BUILT Modified Bitumen Roof SBS and APP modified bitumen roof systems Systems Limits of Use Installation Instructions Approved for use in HVHZ: No FL16027 RO II Al ER102312FINAL TRI- 'Approved for use outside HVHZ: Yes BUILT MODBIT FL16027.Odf Impact Resistant: N/A Verified By: Robert Nleminen PE-59166 Design Pressure: +N/A/-622.5 Created by Independent Third Party: Yes - Other: 1.) The DP noted in this application refers to one Evaluation Reports system. Refer to ER Appendix for all systems and max. FL16027 RO AE ER102312FINAL TRI- - design pressures. 2.) Refer to ER Section 5 for Limits of BUILT MODBIT-FL16027. df - - Use. Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Manme Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Cnovrivht 2007-2D33 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this amity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which an be made available to the public To determine if you are a licensee under Chapter 455, F.S., please click be. Product Approval Accepts: W 7CredIM itS,3rFrl_I Contractor COPS' http://Www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgtFPmdYiND Wr... 1 /16/2015 TRINITY I ERD APPENDIX 1: ATTACHMENT REQDIREMENTS FOR WIND UPLIFT RESISTANCE Table Deck Application Type Description Page Q 1A-1 Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 4-S � 1A-2 Wood New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 6 C� IB Wood New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 7 IC Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 7 ID Wood New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 8 lE Wood New, or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 9-10 _ IF ''?A Wood New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 10 Steel or Conc. New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top. Insulation, Bonded Roof Cover it tB Steel or Conc. New, Reroof (Tear-Off)or Recover C Mech. Attached Insulation, Bonded Roof Cover 11 2C Steel or Conc. New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 12 3A-1 Concrete New or Reroof (Tear -Off) - A-1 Bonded Insulation, Bonded Roof Cover 13-16 3A-2 Concrete New or Reroof (Tear -Off) A-1 Bonded Temporary Roof, Bonded Insulation, Bonded Roof Cover 17 3B Concrete New or Reroof (Tear -Off) F ' Non -Insulated Bonded Roof Cover 17 4A LWIC New or Reroof (Tear -Off) - A-1 Bonded Insulation, Bonded Roof Cover 18-19 45 LWIC New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 19 4C LWIC New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 20-22 SA CWF _ New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 23 5B CWF New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 24 5C CWF New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 24 5D CWF New, Reroof (Tear -Off) or Recover C Meth. Attached Insulation, Bonded Roof Cover 25 SE CWF New, Reroof (Tear -Off) or Recover _ E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 25 fiA Gypsum - New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 26 65 Gypsum New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 26 6C Gypsum New, Reroof (Tear -Off) or Recover C Mech Attached Insulation Bonded Roof Cover 27 6D Gypsum New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet Bonded Roof Cover 27 A Various Recover A-1 Bonded Insulation Bonded Roof Cover 2829 B Various Recover F Non -Insulated, Bonded Base Sheet, Bonded Roof Cover 29 The following notes apply to the systems outlined herein: 1. Roof decks shall be in accordance with FBC requirements to the satisfaction of the AHI. Wind load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Insulation / base sheet fasteners shall be of sufficient length for the following deck engagement: > Wood: Minimum 0.75-Inch penetration. > Steel: Minimum 0.75-Inch penetration and engage the top Flute of the steel deck. > Concrete: Minimum 1-Inch embedment into pilot hole in accordance with fastener manufacturer's published installation Instructions. 3. Unless otherwise noted, Insulation may be anyone layer or combination of polylsocyanurate, polystyrene, wood fiberboard, perlite, DensDeck, DensDeck Prime, DensDeck DuraGuard, SECUROCK Gypsum -Fiber Roof Board or SECUROCK Glass -Mat Roof Board that meets the QA requirements of F.A.C. Rule 914-3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC 2603.4.1 or 2603.6, when installed with the roof cover. Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report A42970.10.12 for FL16027 Certificate of Authorization #9503 Date of Issuance: 10/23/2012 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 1 of 29 4. Minimum 200 psi, minimum 2-inch thick lightweight insulating concrete may be substituted for rigid Insulation board for System Type D (mechanically TRlNled base sheet l 1 I ERD64 bonded roof cover), whereby the base sheet fasteners are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal CJ or greater configuration to the steel and concrete deck listings. 5. Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturer's published instructions. � ,tl > HA (HA): Full coverage�at 25-30 lbs/square. �q > Dow Insta-Stik Roofing Adhesive (D-IS): Continuous 0.75 to 1-Inch wide ribbons, 12-Inch o.c. r8 > Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5-Inch wide ribbons, 12-Inch o.c. > OMG OlyBond 500 (OB500): Continuous 0.75 to 1. Inch wide ribbons, 12-Inch o.c. (Pacecart or SpotShot). Note: OlyBond Green may be used where OlyBond Soo is referenced. > OlyBond Classic (OB Classic): Full coverage at 1 gal/square. > 3M CR-20: Continuous 2.5-3.5-inch wide ribbons, 12-Inch o.c. Note: TITESET may be used where CR-20 Is referen spacing. ced. > Note: When multiple /ayers(s) of Insulation and/or coverboard are installed In ribbon -applied adhesive, adhesive ribbons shall be staggered from layer -to -layer a distance of one-half the ribbon > Note: The maximum edge distance from the adhesive ribbon to the edge of the Insulation board shall be not less than one-half the specified ribbons spacing. 6. Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximum Design Pressure (MDP) limitations. In no case shall these values be used to `Increase' the MDP listings in the tables; rather if MDP listing below meets or exceeds that listed for a particular system in the tables, then the thinner board listed below may be used as a drop -In for the equivalent thicker material listed In the table: > Millennium One Step Foamable Adhesive (M-OSFA): MDP -157.5 psf (Min. 0.5-inch thick) > OMG OlyBond 500 (OB500): MDP -45.0 psf (Min. 0.5-Inch thick Multi -Max FA-3) > OMG OlyBond 500 (06500): MDP -187.5 psf (Min. 0.5-Inch thick ISO 95+ GL) > OMG OlyBond 500 (OB500): MDP -315.0 psf (Min. 0.5-Inch thick ENRGY 3) > OMG OlyBond 500 (OB500): MDP -487.5 psf (Min. 0.5-Inch thick.ACFoam II) > 3M CR-20: MDP -117.5 psf (Min. 1.0-Inch thick) 7. Bonded polyisocyanurate insulation board's shall be maximum 4 x 4 ft. 8. For mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16, and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are RAS 117 and FM LPDS 1-29. Assemblies marked with an asterisk* carry the limitations set forth In Section 2.2.1.5.1(a) of FM LPDS 1-29 for Zone 2/3 enhancements. 9. For fully bonded assemblies, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, and no rational analysis is permitted. 10. For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with TAS 105 or ANSI/SPRI FX-1. 11. For existing substrates to a bonded recover installation, the existing roof system shall be examined for compatibility and bond performance with the selected adhesive, and the existing roof system shall be capable of resisting project design pressures on its own merit to the satisfaction of the AH3, as documented through field uplift testing in accordance with ASTM E907, FM LPDS 1-52, ANSI/SPRI IA-1 or TAS 124. 12. For Recover Applications using System Type D, the Insulation is optional; however, the existing roof system shall be suitable for a recover application. Exterior Research and Design, LLC. d/b/a TrinitylERD Certificate of Authorization #9503 Evaluation Report A42970.10.12 for FL16027 Prepared by: Robert Nieminen, PE-59166 Date of Issuance: 10/23/2012 Appendix 1,'Page 2 of 29 13. Unless otherwise noted, refer to the following references for bonded base, olv or Can sheet annilratinnc 14. �! I RANI TY ERD _ Table 1: TRI-BUILT Roof Covers Reference Layer Material BP -AA - (Base and Ply Base FBC Approved ASTM D4601, Type TI Application sheets, Asphalt -Applied) Ply FBC Approved ASTM D2178, Type IV or Vl or ASTM D4601, Type II HA at 20-40 Ibs/square SBS-AA (SBS, Asphalt -Applied) Cap TriBuilt SBS Granular HA at 20-40 SBS-TA Ibs/square (SBS, Torch-Applled) Cap TriBuilt SBS Granular Torch -Applied SBS-SA Base TriBuilt SA SBS Base (SBS, Self -Adhering) Cap TriBuilt SA SBS Cap Self -Adhering APP-TA Base or Ply TriBuilt APP Smooth (APP, Torch -Applied) Cap TriBuilt APP Smooth, TriBullt APP Granular Torch -Applied APP-SA (APP, Self -Adhering) Cap TriBulit SA APP Cap Self -Adhering The following represent priming requirements for gypsum -based coverboards: > DensDeck and DensDeck Prime shall be field -primed with ASTM D41 primer prior to self -adhering or torch -applied membrane application. applications. > SECUROCK Gypsum -Fiber Roof Board or DensDeck DuraGuard do not require held priming for any membrane application. No priming is required for hot -asphalt membrane 15. "MDP" = Maximum Design Pressure -is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609.1.5 for determination of design wind loads. Exterior Research and Design, L-C. d/b/a TrinitylERD Certificate of Authorization #9503 Evaluation Report A42970.10.12 for FLI6027 Prepared by: Robert Nleminen, PE-59166 Date of Issuance: 10/23/2012 Appendix 1, Page 3 of 29 \J RININ ERD TABLE 1A-1: WOOD DECKS — NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER System No. System Roof Deck Anchor Sheet .. Base Insulation Top'Insulation Roof Cover Type Fasteners Attach Type Attach Type Attach Base Ply Cap MOP (Psf) Min. inch Polyglass Elastobase, Polyglass Elastobase 32 ga., 1- 8-Inch o.c. in 4- Min. 0.25-inch ' plyw000dd at max. Poly, Polyglass G2 5/8-Inch inch lap and 8- (Optional) FBC DensDeck, DensDeck W-1 24-Inch spans Base, CertalnTeed diameter tin Inch c.c. In Approved, Prime, SECUROCK SBS-AA, attached 6-Inch Glasbase, Firestone MB caps with 11 ga. annular three, equally spaced, ASTM C1289, HA Gypsum -Fiber Roof Board, Min. 0.75-Inch HA BP -AA (Optional) BP SBS-TA, -52.5 with Bd Base, ]M I ring shank staggered type II polyiso- FescoBoard or min. 0.5- APP-TA coo. common nails Tamko Glass Base or ass Base r GAFGLAS #75 nails center rows cyanurate Inch Structodek HD Fiberboard Polyglass Elastobase, Min. 19/32-Inch Polyglass Elastobase 32 ga., 1- 8-Inch o.c. in 4- plywood at max. Poly, Polyglass G2 5/8-Inch Inch lap and 8- (Optional) FBC Min. 0.25-Inch (Optional) W-2 24-Inch spans Base, CertalnTeed diameter tin Inch o.c. In Approved, DensDeck, DensDeck One or SBS-SA; attached 6-Inch Glasbase, Firestone MB caps with 11 three, equally ASTM C1289, HA Prime, SECUROCK HA SBS-SA more APP-SA, -52.5 o.c, with Bd Base, 1M Perma-Ply 28, ga. annular spaced, type II polylso- Gypsum-Flber Roof SBS-SA or SBS-TA or common nails Tamko Glass Base or ring shank staggered cyanurate Board qPP-TA APP-TA GAFGLAS #75 nails center rows Min. od at Inch plywood max. Polyglassed Base, 32 ga., 1- 8-Inch o.c. in 4- Min. 0.25-Inch p 2tt Inch spans .. CertalnTeed Glasbase, 5/8-Inch Inch la p and 8- (Optional) FBC DensDeck, DensDeck W 3 attached 4-Inch Firestone MB Base, 1M diameter tin Inch o.c. Approved, Prime, SECUROCK o.c. with ed 28, Tamko caps three, equally u ASTM C ryq Gypsum -Fiber Roof Board, HA BP AA (Optional) SBS- A, -60.0 common nails or GlassPerma-PlyBase Glass Base or GAFGLAS annulath r 9a. annular spaced, olyls type II polyiso- Min. 0.75-Inch SP-AA APP-TA inch with #75 ring shank staggered cyanurate FescoBoard or min. 0.5- # e screwsws nails center rows Inch Structodek HD Fiberboard Min. 19/32-Inch FW-4 plywood at max. Polyglass G2 Base, 32 ga., 1- 8-Inch o.c. In 4- 24-Inch spans CertalnTeed Glasbase, 5/8-Inch Inch lap and 8- (Optional) FBC Min. 0.25-Inch (Optional) attached 4-inch Firestone MB Base, 1M diameter tin Inch o.c. In Approved, DensDeck, DensDeck One or SBS-SA, O.C. with 8d Perma-Ply 28, Tamko caps with 11 three, equally ASTM C1289, HA Prime, SECUROCK HA SBS-SA more APP-SA, -60.0 common nails or Glass Base or GAFGLAS ga. annular spaced, type II polyiso- Gypsum -Fiber Roof SBS-SA or SBS-TA or 6-Inch o.c. with #75 ring shank staggered cyanurate Board qpp-TA APP-TA #e screws nails center rows Min. 19/32-inch plywood at max. 32 ga„ 1- 6-Inch o.c, in 4- D-IS, D-IS , 24-Inch spans Polyglass Elastobase or 5/8-Inch diameter tin Inch lap and 6- Inch In Min. 2-Inch ACFcam II, III, CR-20 or Min. 0.25-Inch D-IS, W-5 attached 4-Inch O.C. with 8d Polyglass Elastobase caps with 12 p o.c. four, equally q y H-Shield, H- M-OSFA, DensDeck, DensDeck Prime or SECUROCK OB500, (Optional) SBS-AA, common nails or Poly ga. annular spaced, Shield CG, Multi -Max FA3 atop p fastener Gypsum-Fber Roof CR-20 or BP -AA BP -AA SBS-TA, APP TA -60.0 6-Inch with ring gered or ENRGY-3 rows, 7- Board M-OSFA - #e screws screws nails center rows Inch cc Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report A42970.10.12 for FL1fi027 Certlflcate of Authorization #9503 Date of Issuance: for FL16027 Prepared by: Robert Nieminen, PE-59166 12 Appendix a Page 4 of 29 l �� l I KINKY ERE TABLE 1A-1: WOOD DECKS — NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER System Anchor Sheet Roof Deck Base Insulation Top Insulation Roof Cover - Type Fasteners Attach- NDp type Attach Type �- � Attach Base ply - Cap (psr) Min. od at Inch D-IS, plywood p max. 32 ga., 1= Inch la o.c. in 4- 24-Inch spans 5/8-Inch Inch lap and 6- Min. 2-Inch OB500, attached 4-Inch Polyglass Elastobase or' diameter tin Inch o.c. in ACFoam II, III, CR-20 or (OptioD-IS (Optional) W 6 o.c. with ad Polyglass Elastobase caps with 12 four, equally H-Shield, H- M-OSFA, layers f Addi[loal OB500, One or SBS-SA, layers of base APP-SA, common nailsorPoly ga. annular spaced, Shield Multi -Max atop CR-20 or SBS-SA more -60.0 6-inch screws with ring shank staggered or ENRGY FA3 fastener insulation M-OSFA SBS-SA or SBS-TA or #8 screws nails center rows or ENRGY-3 rows, 7- APP-TA APP-TA Inch oc Exterior Research and Design, LLC. d/b/a TrinitylERD Certificate of Authorization #9503 Evaluation Report A42970.10.12 for FL16027 Prepared by: Robert Nieminen, PE-59166 Date of Issuance: 10/23/2012 Appendix 1, Page 5 of 29 TABLE IA-2: WOOD DECKS —,NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF I System Roof Deck Anchor Sheet - ----- Base Insulation No. Type FasTop Insulation teners Attach TYPe. Attach Type Attac Base In Polyglass Elastobase, OMG Flat Min. Inch Polyglass Elastobase Bottom Plates D.C. (Optional) Min. 0.25-Inch od at plywood a[ Poly, Polyglass G2 r (square) with in 4-inch in 4-Inch lap DensDeck, DensDeck W-7 max. 24-inch, Base, CertainTeed Roofgrip #14, and 12-Inch BC Approved, Prime, SECUROCK spans attached Glasbase, Firestone Dekfast Hex o.c. in two, ASTM C1289, HA Gypsum -Fiber Roof 6-Inch D.C. with MB Base, IM Parma- with Dekfast equally type II Board, Min. 0.75- HA BP -AA 8d common Ply 28, Tamko Glass #14 or TruFast spaced, polyiso- Inch FescoBoard or nails Base or GAFGLAS MP-3 with staggered min. 0.5-Inch #75 TruFast HD center rows cyanurate Structodek HD Fiberboard Polyglass Elastobase, OMG Flat Min. 19/32-Inch Polyglass Elastobase Bottom Plates 12-Inch o.c. (Optional) plywood at Poly, Polyglass G2 (square) with in 4-Inch lap FBC W-B max. 24-inch spans attached Base, CertainTeed Firestone GlaMB Reofgrlp ex Dekfast Hex and'12-Inch two, Approved, Min. 0.25-Inch DensDeck, DensDeck with Base, MB Base, IM Perma- with Dekfast ll equally equally ASTM C1289, HA Prime, SECUROCK HA SBS-SA Bd common Bd co mo Ply 28, Tamko Glass #14 or TruFast spaced, type II polyiso- Gypsum -Fiber Roof . nails Base or GAFGLAS with staggered cyanurate Board #75 TruFast TruFast HD center rows 19/32-Inch - - plywood at 12-inch o.c. Min. 0.25-Inch max. 24-Inch in 4-Inch lap (Optional) DensDeck, DensDeck spans attached Polyglass Elastobase OMG Flat and 12-Inch FBC Prime, SECUROCK W-9 4-Inch D.C. with or Polyglass Bottom Plates D.C. in two, Approved, Gypsum -Fiber Roof Bd common Elastobase Poly (square) with equally ASTM C1289, HA Board, Min. 0.75- HA BP -AA nails or 6-Inch Roofgrip #12 spaced, type 11 Inch FescoBoard or D.C. with #8 staggered polyiso- min. 0.5-Inch screws center rows cyanurate Structodek HD Fiberboard Min. 19/32-Inch plywood at 12-Inch D.C. (Optional) max. 24-Inch in 4-Inch la FBC �. spans attached Polyglass Elastobase OMG Flat and 12-Inch Approved, Min. 0.25-Inch w-10 4-Inch D.C. with or Polyglass Bottom Plates D.C. in two, DensDeck, DensDeck 8d common Elastobase Poly (square) with equally ASTM C1289, HA Prime, SECUROCK HA SBS-SA nails or 6-inch Roofgrip #12 . spaced, type II Gypsum -Fiber Roof D.C. with #8 staggered polyiso- Board screws center rows cyanurate �I I RINITY I ER 0 r MOP Psf) "SBS-TA, 52.5 (Optional) One or SBS-SA, . more SBS- APP SA, SBS-TA or -52.5 SA or APP- TA APP-TA (Optional) SBS-AA, BP -AA SBS-TA, -60.0 APP-TA (Optional) One or SBS-SA, more SBS- APP SA, SBS-TA or -60.0 SA or APP- APP-TA TA Exterior Research and Design, LLC. d/b/a TrinitylERD Certificate of Authorization #9503 Evaluation Report A42970.10.12 for FL16027 Prepared by: Robert Nieminen, PE-59166 Date of Issuance: 10/23/2012 Appendix 1, Page 6 of 29 J tl TRINITY ERD TABLE 1B: WOOD DECKS — NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE B: MECHANICALLY ATTACHED BASE INSULATION, BONDED TOP INSULATION, BONDED ROOF COVER System Roof Deck - Base Insulation Layer - Top Insulation Layer No. Roof Cover Type Fasteners Attach Type Attach Base Ply Cap MOP (psf) Min. 1924-inch plywood Min. Y 3Inch Dekfast Hex with W-il at Max.. 24-Inch spans ENRGY 3, H- - Dekfast #12 or Min. 0.75-Inch attached 6-inch o.c. with Shield or 1 per FescaBoard or min. using(OptiAA Pl (Optional If using eAA TruFas[ MP-3 with 1.33 R' 0.5-Inch Structodek HA using AA ply) Base) One or more BP- SBS-AA, SBS- -52.5 Bd common nails Polytherm TruFast DP HD Fiberboard BP -AA AA or APP-TA TA, APP-TA Min. x. 24-Inch plywood Min. 1.5-Inch Dekfast Hex with at max. 24-Inch spans Min. 0.75-Inch W-12 attached 4-Inch o.c. with ENRGY 3, H- Dekfast #12 or 1 per FescaBoard or min. (ODHonal if (Optional if using AA 8d common nails s r 6- Shield or TruFas[ MP-3 with 1.33 R' O.S-Inch Structodek HA using AA ply) Base) One or more BP- SBS-AA, SBS- inch o.c. with #8 screws Polytherm TruFast DP HD Fiberboard SP-AA AA or APP-TA TA, APP-TA -60.0 TABLE 1C: WOOD DECKS — NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Roof Deck Base Insulation Top Insulation Layer No. Layer Roof Cover Type Fasteners Attach -Base MDR (psf) Min. 19/32-Inch plywood (Optional) Min. inch Structodek Ply Cap H.2 Fiberboard or min. W-13 at max. 24-Inch spans One o more layers, 0.25-Inch DensDeck, .Dekfast Galvalume (Optional If using AA Y (Optional IF SBS-AA, SBS- a[[ached 6-Inch o.c. with any combination, DensDeck Prime or Steel Hex with 1 per 1.33 fit' using AA Ply) Base) One or more BP- Bd common nails loose laid SECUROCK Gypsum -Fiber Dekfast #12 DP BP -AA TA, APP-TA -52.5 YP AA or APP-TA Roof Board Min. 19/32-Inch plywood (Optional) Min. Fibe�0.5rboard Structodek. at max. 24-Inch spans HD Fiberboard er min. W-14 D One o more layers, Dens nch DensDeck, Dekfast Galvalume (Optional if using AA Y using AA if SBS-AA, SBS- attached 4-Inch o. c. with any combination, DensDeck Prime or; Steel Hex with 1 per 1.33 R' using AA ply) Base) One or more BP- 8d common nails loose laid SECUROCK G sum-Flber Dekfast #12 DP BP -AA TA, APP-TA -67.5 YP AA or APP-TA Roof Board Min. 19/32-Inch plywood (Optional) Min. 0.5-Inch Stmctodek HD Fiberboard or min. W-15 at max. 24-Inch spans One or more layers, 0.25-Inch DensDeck, Dekfast Galvalume (Optional If (Optional IF using AA attached 6-Inch o.c. with any combination, DensDeck Prime or Steel Hex with 1 per 1.33 fit' using AA Ply) Base) One or more BP- SBS-AA, SBS- #8 screws loose laid SECUROCK Gypsum -Fiber Dekfast #12 DP BP -AA AA or APP-TA TA, APP-TA -82.5 Roof Board Min. 19/32-Inch plywood (Optional) Dekfast Galvalume W-16 at max. 24-Inch spans One or more layers, Min. 1.5-Inch ENRGY 3, H- Steel Hex with ached 6-Inch o.c.with SBS-SA, APP-SA, attany combination, Shield or Polytherm Dekfast #12 DP or 1 per 1.33 fit' SBS-SA (Optional) One or more #8 screws loose laid TruFast MP-3 with SBS-SA or APP-TA SBS-TA or APP- -82.5 TruFast DP TA Exterior Research and Design, LLC. d/b/a TrinityjERD Certificate of Authorization #9503 Evaluation Report A42970.10.12 for FL16027 Prepared by: Robert Nieminen, PE-59166 Date of Issuance: 10/23/2012 Appendix 1, Page 7 of 29 \J\T�RINITY I ERID SYSTEM TYPE D: PRELIMINARILY TABLE 1D: WOOD DECKS — NEW ATTACHED CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER INSULATION, MECHANICALLY ATTACHED BASE SHEET, System Roof Deck -Insulation Layer(s) BONDED ROOF COVER No. Base Sheet Type Attach Base Fasteners Roo! Cover Min. Inch Polyglass Elastobase, Attach Ply Cap MOP (p W-17 od at Plywood s max. 24- Inch spans attached One or more layers, any Prelim. Polyglass Elastobase Poly, Polyglass G2 Base, OMG Flat Bottom Plates (square) with Roafgdp 12-inch o.c. in 4-inch 6-Inch o.c. with 8d combination Attached CertalnTeed Glasbase, Firestone MB Base, 1M #14, Dekfast Hex with lap and 12-Inc4 o.c. in (Optional) One or more SBS-AA, SBS- common nails Perma-Ply 28,.Tamko Glass Dekfast #14 or TruFast MP-3 with TrUFast two, equally spaced, staggered center rows BP -AA or APP-TA TA , qpp-TA -52.5 Base or GAFGLAS #75 HD Min. 19/32-Inch - W-18 Plywood at Max. 24- Inch spans attached One or more layers, any Prelim. Pol lass Elastobase or yg OMG Flat Bottom Plates (square) with Reefgdp 12-inch o.c. In 4-Inch 6-Inch o.c. with 8d combination Attached Polyglass Elastobase Poly with poly top surface #14, Dekfast Hex with lap and 12-Inch o.c. In One or more SBS-SA or SBS-SA, APP-SA, common nails Dekfast #14 or TruFast two, equally spaced, qpp-TA SBS-TA or APP- -52.5 Min. 19/32-Inch MP-3 with TruFast HD staggered center rows TA plywood at max. 24- W-19 inch spans attached 4-Inch o.c. with 8d One or more layers, any Prelim. Polyglass Elastobase or OMG Flat Bottom Plates 12-Inch o.c. in 4-Inch common nails or 6- combination Attached Polyglass Elastobase Poly (square) with Roofgrip lap and 12-Inch o.c. in (Optional) One or more SBS-AA, SBS- inch o.c. with#8 #12 two, equally spaced, BP -AA or APP-TA TA, APP-TA -60.0 screws staggered center rows Min. 19/32-Inch Plywood at max. 24- W-20 Inch spans attached 4-Inch o.c. with One or more layers, any Prelim. Polyglass Elastobase or OMG Flat Bottom Plates 12-Inch o.c. in 4-Inch common nails or 6- 6 combination Attached Polyglass Elastobase Poly with poly [op (square) with Roofgrip lap and 12-Inch o.c. in One or more SBS-SA or SBS-SA, APP-SA, Inch o.c. with #8 surface #12 two, equally spaced, qpp-TA SBS-TA or APP- -60.0 screws staggered center rows TA Exterior Research and Design, LLC, d/b/a TrinitylERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report A42970.10.12 for FL16027 Date of Issuance: 10/23/2012 Appendix 1, Page 8 of 29 Roof Deck Min. 19/32-Inch plywood at max. 24-Inch spans attached I 6-Inch o.c. with 8d common nails Min. 19/32-Inch plywood at max. 24-Inch spans attached -Inch o.c. with 8d common nails Min. 19/32-Inch plywood at W-23 max. 24-Inch spans attached 6-Inch e.c. with 8d common nalls Min. 19/32-Inch Plywood at W-24 max. 24-inch spans attached 6-Inch o.c. with Bd common nails Min. 19/32-Inch plywood at Max. 24-inch spans attached W-25 4-Inch o.c. with 8d common nails or 6-Inch o.c. with #8 screws Min. 19/32-Inch plywood at max. 24-Inch spans attached W-26 4-Inch O.C. with Bd common nails or 6-inch o.c. with #8 screws Min. 19/32-Inch plywood at Max. 24-Inch spans attached W-27 4-Inch o.c. with 8d common nails or 6-Inch o.c. with 98 screws Min. 19/32-Inch plywood at max. 24-Inch spans attached W-28 4-Inch O.C. with 8d common nails or 6-Inch o.c. with #8 Min. 19/32-Inch plywood at W-29 max. 24-Inch spans attached 6-Inch O.C. with #8 screws TABLE IE: WOOD SYSTEM TYPE E: NON-INSULAT Base Polyglass Elastabase, Polyglass Elastobase Poly, Polyglass G2 Base, CertainTeed Glasbase, Firestone MB Base, 1M Perma-Ply 28, Tamko Glass Base or GAFGLAS #75 r TfZWITY I ERD - NEW CONSTRUCTION OR REROOF (TEAR-OPF) CHANICALLY ATTACHED. BASE SHEET, BONDED ROOF COVER Base Sheet -- - Roof cover Fasteners Attach Ply Da MDP (psf) D 32 ga., 1-5/8-Inch diameter 8-Inch o.c. in 4-Inch lap tin caps with 11 ga. annular and 8-Inch a.c. in three, (Optional) One or SBS-AA, SBS-TA, ring shank nails equally spaced, staggered more BP -AA or APP- APP TA -52.5 center rows TA Polyglass Elastobase or Polyglass Elastobase 32 ga., 1-5/8-Inch diameter 8-Inch o.c. in 4-Inch lap Poly with poly top surface tin caps with 11 ga, annular and B-Inch c.c. In three, (Optional) One or SBS-SA, APP-SA P-SA, ring shank nails equally spaced, staggered more SBS-SA or SBS-TA or -52.5 center rows APP-TA Polyglass Elastobase, Polyglass Elastohase OMG Flat Bottom Plates Poly, Polyglass G2 Base, CertainTeed (square) with RoofgriD #14, 12-inch o.c. in 4-Inch la p Glasbase, Firestone MB Base, ]M Perma-Ply Dekfast Hex with Dekfast #14 and 12-Inch o.c. In two, tional) One or :TA SBS-AA, SBS-TA, 28, Tamko Glass Base or GAFGLAS #75 er TruFast MP-3 with TruFast equally spaced, staggered re BP -AA or APP- - APP-TA -52.5 HD center rows • OMG Flat Bottom Plates Polyglass Elastobase or Polyglass Elastobase (square) with Roofgrip #14, 12-Inch o.c. in 4-Inch lap Poly with poly toP surface Dekfast Hex with Dekfast #14 and 12-Inch o.c. in two, One or more SBS-SA SBS-SA, APP-SA, or TruFast MP-3 with TruFast equally spaced, staggered or APP-TA SBS-TA -52.5 - HD center rows or APP-TA Polyglass Elastobase, Polyglass Elastobase Poly, Polyglass G2 Base, CertainTeed 32 ga., 1-5/8-Inch diameter Glasbase, Firestone MB Base, ]M Perma-Ply tin caps with 11 ga. annular 28, Tamko Glass Base or GAF GLAS #75 ring shank nails Polyglass Elastobase or Polyglass Elastobase 32 ga., 1-5/8-Inch diameter Poly with poly top surface tin caps with 11 ga. annular ring shank nails Polyglass Elastobase or Polyglass Elastobase I OMG Flat Bottom Plates Poly (square) with Roofgrip #12 Polyglass Elastobase or Polyglass Elastobase I OMG Flat Bottom Plates Poly with Poly top surface (square) with Roorgrip #12 Polyglass Elastobase or Polyglass Elastobase 132 ga., 1-5/8-Inch diameter Poly with poly top surface tin caps with 11 ga. annular ring shank nails. • Exterior Research and Design, LLC. d/b/a TrinitylERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 8-Inch o.c. In 4-Inch lap and B-Inch o.c. In three, (Optional) One or SBS-AA SBS-TA, equally spaced, staggered more BP -AA or APP- -60.0 center rows TA APP-TA 8-Inch o.c, in 4-Inch lap and 8-Inch o.c. ih three, (Optional) one or .SBS-SA, APP-SA, equally spaced, staggered more SBS-SA or SBS-TA or P-PS -60.0 center rows APP-TA 12-Inch o.c. in 4-Inch lap and 12-Inch o.c. in two, (Optional) One or equally spaced, staggered more BP -AA or APP- SBS-AA, SBS-TA, APP-TA -60.0 center rows TA 12-Inch o.c. In 4-Inch lap and 12-Inch o.c. in two, equally spaced, staggered One or more SBS-SA SBS-SA, APP-SA, center rows or APP-TA SBS-TA or APP-TA -60.0 4-Inch o.c. in 4-Inch lap and 4-Inch o.c. In four, equally spaced, staggered (Optional) One or more SBS-SA or SBS-SA, APP-SA, APP-SA, center rows APP-TA -TA or -97.5 Evaluation Report A42970.10.12 for FL16027 Date of Issuance: 10/23/2012 Appendix 1, Page 9 of 29 \1 1 KINITY I ER � �" TABLE SE: WOOD DECKS — NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE E: NON -INSULATED, MECHANICALLY v System ATTACHED BASE SHEET, BONDED ROOF COVER i No, Roof Deck Base Sheet I --"' Base - - — Fasteners - Attach - Roof Cover MDP )� W-30 Min. 19/32-Inch plywood at max. 24-Inch spans attached Polyglass Elastobase or POlyglass Elastobase 32 ga., 1-5/8-Inch diameter 6-Inch o.c. in 4-Inch lap Ply - ---Cap "easy 6-Inch D.C. with #8'screws Poly tin caps with it ga. annular and 6-Inch D.C. in four, (Optional) One or ring shank nails equally spaced, staggered TA re BP -AA or APP- 4BS_� SBS-TA, -112.5 center rows APP TA - Min. 19/32-Inch plywood at 32 ga., 1-5/8-Inch diameter W-31 max. 24-Inch spans attached Polyglass Elastobase or Polyglass Elastobase tin Caps with 11 ga. annular 6-Inch D.C. in 4-Inch lap 6-Inch o.c. with #8 screws Poly with poly top surface ring shank nails. Note: Tin and 6-Inch a.c. in four, (Optional) One or SBS-SA, APP-SA, caps are to be primed with equally spaced, staggered ASTM D41 primer. center rows more APP-TA SBS-TA or APP-7A -112.5 TABLE 1F: WOOD DECKS — NEW CONSTRUCTION OR�REROOF (TEAR -OFF) SYSTEM TYPE F: NON -INSULATED, BONDED ROOF COVER ' System No. Deck Primer Roof Cover Min. 19/32-Inch plywood at max. 24-Inch Joint Treatment Base Ply Cap MOP (psf) W-32 spans attached 6-Inch D.C. with Bd ring (Optional shank nails ) ASTM D41 None SBS-SA (Optional) SBS-SA or SBS-SA, APP-SA, Min. 15/32-Inch plywood at max. 24-Inch APP-TA SBS-TA or APP-TA '90.0 W-33 spans attached 6-Inch D.C. with #12 Plywood Joints are covered with 4-Inch screws (Optional) ASTM D41 wide strips of T' B. SA SBS Base, rolled TriBuilt SA SBS Base Into Place to create continuous bond. C (Optional) SBS-SA or APP-TA SBS-$A, APP-SA, SBS-TA or APP-TA -97.5 • Exterior Research and Design, LLC. d/b/a TrinitylERD Certificate Authorization Evaluation Report A42970.10.12 for FL16027 Prepared by:y: Robert Nleminen, nen, PE-59166 Date of Issuance: 10/23/2012 Appendix 1, Page 10 Of 29 4o0k7 ' — DEPARTMENT OF REGULATORY AND ECONOMIC BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF Union Corrugating Company P.O. Box 229 Fayetteville, NC 28302 SCOPE: This NOA is being issued under the applicable rules THESE PLANS P.ND,' `PROPOSEO WORK ARE SURJEOT TO PAT CWACTIONS REOWREl if Y SELO 1W9q. 0T0H8 THAT MAYbI iJG0115,0 1Y Ind cNIDEn TO COMPLY WITH ALL Ai1PWCA0Lrr*fiQRf& AD E COUNT PRODUCT CONTROL SECTIOI 11805 SW 26 Street, Room 208 -WYQ) Miami, Florida 783)315-2474 599 6 315-2590 F 786 315-2599 ST. LUCII COUNTY REVIEWED FOR CO i�iCE REVIEWED BY DATE PLANS AND PERMIT MUST BE KEPT ON JOB OR materials. The documentation submitted has been reviewed and accepted by Miami-Dade--Cdun - ro uct 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. R R. 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: 5V Metal Roof Panel LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA# 12-0214.15 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. RL_EP-:'.00FY U� . NOA No.: 12-1231.03 MIAMN]ADECOUNW Expiration Date: 05/17/17 mum CONCFAI FASTENERS pn� ATTACHMENTS Approval Date: 03/21/13 Page 1 of 11 ARE THE RESPONSIBILITY OF THE CONT®4C7OR OF RCCOao ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub-Cateaorv: Non -Structural Metal Roofing Material: Steel Deck Type: Wood Maximum Design Pressure -150 psf (See General Limitation #2) TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Dimensions Test Product Specifications Descriution 5 V Metal Roof Panel Length: varies TAS 125 Metal Roof panel coated with various Width: 26" approved coatings of Ceram -A -Stang 900. (Coverage width: 24") Height: ''/d' Min. Thickness 0.019" Min. Yield Strength: 78ksi MANUFACTURING LOCATION: 1. Ocala, FL. 2. Fayetteville, NC. EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date PRI Construction UCC-005-02-01 TAS 125 01/06/12 Materials Technologies PRI Construction UCC-007-02-01 TAS-100 01/06/12 Materials Technologies Farrabaugh Engineering T164-06 TAS-125 06/08/06 and Testing, Inc. Farrabaugh Engineering T164-06 TAS-125 10/15/07 and Testing, Inc. Akrzo Nobel Coatings, Inc. Lab Test Certification ASTM B-117 ASTM G-23 PRI Asphalt HTL-001-01-01 PA 100 02/18/02 Technologies, hic. Hurricane Test 0293-0202-06 TAS 125 06/05/06 Laboratory, Inc. Hurricane Test 0293-0609-05 TAS 125 06/22/05 Laboratory, Inc. CI L l C An r Y NOA No.: 12-1231.03 Expiration Date: W17/17 Approval Date: 03/21/13 Page 2 of 11 APPROVED ASSEMBLIES: System A: Deck Type: Deck Description: Slope Range: Maximum Uplift Pressure: 115V" 26 Ga. Metal Panel Wood, Non -insulated New Construction or Re -Roof "/32' or greater plywood or wood plank. 2": 12" or greater See Table A Below. (See Limitation #2) Deck Attachment: In accordance with applicable Building Code, but in no case shall it be less than 8d ring shank nails spaced 6" ox around the perimeter and 6" o.c. in the field. In reroofing, where the deck is less than 19/32" thick (Minimum15/32") The above attachment method must be in addition to existing attachment. Underlayment: Minimum underlayment shall be a ASTM D 226 Type II installed with a minimum 4" side -laps and 6" end -laps. Underlayment shall be fastened with corrosion resistant tin - caps and 1'/d' annular ring -shank nails, spaced 6" o.c. at all laps and two staggered rows 12" o.c. in the field of the roll. Valleys: Valley construction shall be in compliance with Roofing Application Standard RAS 133 and with Union Corrugating Company's current published installation instructions. Fire Barrier Board: Any approved fire barrier having a current NOA. Refer to a current fire directory listing for fire ratings of this roofing system assembly as well as the location of the fire barrier within the assembly. See Limitation # 1. Metal Panels and Install the "5V Steel Roofing Panel" and accessories in compliance with Union Accessories: Corrugating Company's current published installation instructions and details. Flashing, penetrations, valley construction and other details shall be constructed in compliance with the minimum requirements provided in Roofing Application Standards RAS 133. 5 V Roofing Panels shall be fastened with a minimum of #9 Hex Head Wood corrosion resistant fasteners with sealing washer. Fasteners shall of sufficient length to penetrate through the sheathing a minimum of/16". Fasteners shall be place in accordance with fastener detail herein as follows: 1. All fasteners are to be located on top of the ribs as shown in Detail A herein. 2. All fasteners at center rib, underlap rib, and overlap rib shall be spaced at a maximum distance listed in Table A below parallel to the roof slope. See Detail A herein. TABLE A MAXIMUM DESIGN PRESSURES Roof Areas Field Perimeter and Corner' Maximum Design Pressures -85.825 psf -113.1 psf Maximum Fastener Spacing 24" o.c. 12" o.c. 1. Extrapolation shall not be allowed APPROVED NOA No.: 12-1231.03 Expiration Date: 05/17/17 Approval Date: 03/21/13 Page 3 of 1 Approval Date: 03/21/13 Page 4 of 11 System C: Deck Type: Deck Description: Slope Range: Maximum Uplift "5V" 26 Ga. Metal Panel Wood, Non -insulated New Construction or Re -Roof 15/32' or greater plywood or wood plank. 2": 12" or greater See Table C Below. (See Limitation #2) Deck Attachment: In accordance with applicable Building Code, but in no case shall it be less than 8d ring shank nails spaced 6" o.c around the perimeter and 6" o.c. in the field. In reroofing, where the deck is less than19/32" thick (Minimum 15/32") The above attachment method must be in addition to existing attachment. Underlayment: Minimum underlayment shall be a ASTM D 226 Type II installed with a minimum 4" side -laps and 6" end -laps. Underlayment shall be fastened with corrosion resistant tin - caps and 1'/<" annular ring -shank nails, spaced 6" o.c. at all laps and two staggered rows 12" o.c. in the field of the roll. Valleys: Valley construction shall be in compliance with Roofing Application Standard RAS 133 and with Union Corrugating Company's current published installation instructions. Fire Barrier Board: Any approved fire barrier having a current NOA. Refer to a current fire directory listing for fire ratings of this roofing system assembly as well as the location of the fire barrier within the assembly. See Limitation # 1. Metal Panels and Accessories: Install the "5V Steel Roofing Panel" and accessories in compliance with Union Corrugating Company's current published installation instructions and details. Flashing, penetrations, valley construction and other details shall be constructed in compliance with the minimum requirements provided in Roofing Application Standards RAS 133. 5V Roofing Panels shall be fastened with a minimum of #9 Hex Head Wood corrosion resistant fasteners with sealing washer. Fasteners shall of sufficient length to penetrate through the sheathing a minimum of 3/16". Fasteners shall be place in accordance with fastener detail herein as follows: 1. All fasteners are to be located on side of the ribs as shown in Detail C herein. 2. All fasteners alongside center rib, underlap rib, and overlap rib shall be spaced at a maximum distance listed in Table C below parallel to the roof slope. See Detail C herein. TABLE C MAXIMUM DESIGN PRESSURES Roof Areas Field 16" o.c. See Detail C — Field Condition rmeter and Corner' Maximum Design Pressures Maximum Fastener S acin Fastener -106.5 usf » See Detail C — Perimeter an Corner Condition nuNttuanecoUNrr NOA No.: 12-1231.03 Expiration Date: 05/17/17 Approval Date: 03/21/13 Page 5 of 11 System D: 165V" 26 Ga. Metal Panel Deck Type: Wood, Non -insulated Deck Description: New Construction 19/32' or greater plywood or wood plank. Slope Range: 2": 12" or greater Maximum Uplift See Table D Below. (See Limitation #2) Deck Attachment: In accordance with applicable Building Code, but in no case shall it be less than 8d ring shank nails spaced 6" ox around the perimeter and 6" o.c. in the field. Underlayment: Minimum underlayment shall be a ASTM D 226 Type 11 installed with a minimum 4" side -laps and 6" end -laps. Underlayment shall be fastened with corrosion resistant tin - caps and P/4' annular ring -shank nails, spaced 6" o.c. at all laps and two staggered rows 12" o.c. in the field of the roll. Valleys: Valley construction shall be in compliance with Roofing Application Standard RAS 133 and with Union Corrugating Company's current published installation instructions. Fire Barrier Board: Any approved fire barrier having a current NOA. Refer to a current fire directory listing for fire ratings of this roofing system assembly as well as the location of the fire barrier within the assembly. See Limitation # 1. Metal Panels and Install the "5V Steel Roofing Panel" and accessories in compliance with Union Accessories: Corrugating Company's current published installation instructions and details. Flashing, penetrations, valley construction and other details shall be constructed in compliance with the minimum requirements provided, in Roofing Application Standards RAS 133. 5V Roofing Panels shall be fastened with a minimum of #9 Hex Head Wood corrosion resistant fasteners with sealing washer. Fasteners shall of sufficient length to penetrate through the sheathing a minimum of/16'. Fasteners shall be place in accordance with fastener detail herein as follows: 1. All fasteners are to be located on side of the ribs as shown in Detail C herein. 2. All fasteners alongside center rib, underlap rib, and overlap rib shall be spaced at a maximum distance'listed in Table D below parallel to the roof slope. See Detail C herein. TABLE D MAXIMUM DESIGN PRESSURES Roof Areas Field Perimeter and Corners Maximum Design Pressures -63.75 psf -150 psf Maximum Fastener Spacing 16" o.c. 16" o.c. Fastener Location See Detail C — Field Condition See Detail C — Perimeter and Corner Condition FIE C01PY NOA No.: 12-1231.03 Expiration Date: 05/17/17 Approval Date: 03/21/13 Page 6 of 11 LwnTATIONS 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. The maximum designed pressure listed herein shall be applicable to all roof pressure zones (i.e. field, perimeters, and comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and comers). 3. Panels may be rolls formed in continuous lengths from eave to ridge. Maximum lengths shall be as described in Roofing Application Standard RAS 133 4. All panels shall be permanently labeled with the manufacturer's name and/or logo, and the following statement: "Miami -Dade County Product Control Approved" or with the Miami -Dade County Product Control Seal as seen below. All clips shall be permanently labeled with the manufacturer's name and/or logo, and/or model. 5. 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. DETAIL DRAWINGS 24" coverage 5V PANEL NOA No.: 12-1231.03 Expiration Date: 05/17/17 Approval Date: 03/21/13 Page 7 of 11 DETAIL B — SYSTEM B Mid nafn flgHWelf tapping screws wl self sealing. 16"Ninhnun penetration thrmo the deck Overlap y., . m ; �0 SUBSTRATE — PANEL UNDERLAP— u overlap NOA No.: 12-1231.03 Expiration Date: 05/17/17 Approval Date: 03/21/13 Page 9 of 11 DETAIL C — SYSTEM C FIELD CONDITION Midnaanla mselftapping screws Vii self sealing. i6"Ninirraan penebratian G own the deck a Oueniap See Tamo a Overlap MIHMI•DADE COUNW NOA No.: 12-1231.03 Expiration Date: 05/17/17 Approval Date: 03/21/13 Page 10 of 11 PANS 0V81 AP DETAIL C (CONTINUED) - SYSTEM C PERIMETER AND CORNER CONDITION dinini nh #gHH elf tapping serum vW seff sealih>_q. 1B"NiNrtsm perhehafion O oar the deck a Overlap END OF THIS ACCEPTANCE Table c Overlap MIAMFDADE COUMY NOA No.: 12-1231.03 Expiration Date:05/17/17 Approval Date: 03/21/13 Page 11 of 11