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HomeMy WebLinkAbout172 Country Club CirCEI 7E AUG 2 5 2015 CITY OF SANFORD BUILDING & FIRE PREVENTION F D 9y: PERMIT APPLICATION Application No: 1 5 o Documented Construction Value: $ 3.700 GO Job Address: 11 Z C ou n-fry Club C it Historic District: Yes No Parcel ID: 3 S-19 -30- Sa 1- oApo -D16D Residential [Commercial Type of Work: New Addition Alteration R Repair Demo Change of Use Move Description of Work: t"Cr4 of r1d+ %odr fiecf Plan Review Contact Person: Octrbld N644,es Title: Email: H to nDGES 3 Q C EL RR, 01" Phone:4o7-8102-9o3c) Fag: Property Owner Information Name J 14ol4tnas -Toc. 1-11 Street: 2 oS W S R 43+1 U Of-r A City, State Zip: WIA+er SoV..r,sS Ft- 3310E Phone: L(07 -3 a -4912 'rd Resident of property?: Contractor Information Name Brae-kr-r+ cops+ Phone: 35- 3g4 - 3t s a Street: I l Ll %) 06c e o 1 a C Fag: City, State Zip: Mi n n eola EL, • 3 `t71 s- State License No.: C c c. 13 a 71-7 ci Architect/ Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fag: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR EVIPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 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 standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing be done in compliance with all applicable laws regulating c, Si re of Owner/Agent Date c Print Owner/Agent's Name Q-Z.y-t5 accurate and that all work will 5tule of ntra or/ant - 0 Date 6yo(A H A3c!s PritWQontractor/Agent's Name 6 0 ' 5"— 45 HODti fS JR to Signature N to -St to of Florida Date S MY COMMISSION # FF 22706 •i nr'n'e,,, ANNETTE SCOTT EXPIRES AMU 21. 20tg ;r°. .pS. Notary Public -State of Florida NOrr 'aa f suvroe.wm : ; • E My Comm. Expires Jan 16. 201ItoCommission # FF 071760 Bonded ou hNati al ar Assn Owner/Agent is Personally Known to Me or Contra y zn-wn Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical - Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: ElCC UT_tl, a N M Flood Zone: of Stories: Plumbing - # of Fixtures of Heads Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE: BUILDING: 7r Revised: June 30, 2015 Permit Application SCPA Parcel View: 35-19-30-521-OA00-0160 Page 1 of 2 paid pT CFq Property Record Card ROPER. Y Parcel: 35-19-30-521-OA00-0160 APPRAISER Owner: 3P HOLDINGS INC ENINMECOLWrY FLORIDA Property Address: 172 COUNTRY CLUB CIR SANFORD, FL 32771-7502 Parcel: 35-19-30-Sn-OA00-0160 Property Address: 172 COUNTRY CLUB CIR Owner: JP HOLDING INC Mailing: 205 W SR434 #A WINTER SPRINGS, FL 32708- Subdhrision Name: COUNTRY CLUB MANOR UNIT 2 Tax District: SL-SANFORD Exemptions: DOR Use Code: 01-SINGLE FAMILY Legal Description LOT 16 BLK A COUNTRY CLUB MANOR UNIT 2 PB 11 PG 100 Taxes IValue Summary 2015 Working Valdes 2014 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depredated Bldg Value 28,898 28,031 Depreciated EXFT Value Land Value (Market) 12,000 9,500 Land Value Ag Just/Market Value 40,898 37,531 Portability Adj Save Our Homes Adj 0 0 Amendment 1 Adj 233 563 Assessed Value 40,665 36,968 Tax Amount without SOH: $740.61 2014 Tax Bill Amount $740.61 Tax Estimator TRIM Notice Help Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 40,665 0 40,665 Schools 40,898 0 40,898 City Sanford 40,665 0 40,665 SJWM(Saint Johns Water Management) 40,665 0 40,665 County Bonds 40,665 0 40,665 Sales Description Date Book Page Amount Qualified Vac/Imp WARRANTY DEED 5/1/2011 07579 1364 28,500 No Improved CORRECTIVE DEED 12/1/2003 05131 G421 100 NO Improved WARRANTY DEED 11/1/2003 05131 G423 79,900 Yes Improved CORRECTIVE DEED 8/1/2003 04985 1985 100 No Improved CORRECTIVE DEED 8/1/2003 04985 1986 100 No Improved QUIT CLAIM DEED 7/1/2003 04948 1656 100 NO Improved WARRANTY DEED 7/1/2003 04958 0395 53,500 Yes Improved WARRANTY DEED 12/1/1992 02515 0206 43,000 Yes Improved WARRANTY DEED 5/1/1978 01171 0360 19,500 Yes Improved WARRANTY DEED 1/1/1977 01123 0911 100 No Improved 1 rino Lomparame zo es wimm uus nuuurvisw I Land hq://www.scpafl.org/ParcelDetaillnfo.aspx?PID=351930521 OA000160 8/20/2015 e_;_ ,: ttst i'.rp is 114-West s--FL Iretf352- s SC*TT• ?ridgtrn- - " f J P Nv try Clui, C: CW c74 A`t ()Yd r LAW I Z7't/ 3:taotettsdlgfa s off: y3µtt Mop I forth e6m Vslkg beodS€ dm t/ -lakhmvembe Ft Tomb - S. At tDbepmGwmwdim*l?,dm. Film i a et ete ,a aeert aooe>s •- s tas,iew s o#s etr±e ie 3rdt - Pe v ameasots ealed sf 7 ie ev8 'Sa a s ate stet e ea e eaeasomffmd Lq E THIS INSTRUMENT PRE Name: t-1 Avol N a 4 eS Address: IIS'70 MARYANNE MORSEr SEMINOLE COUNTY A CLERK OF CIRCUIT COURT & COMPTROLLER Erb: 8533 Ps 1818 (1Pss) 932NOTICEOFCOMMENCEMENTRECORDEDT08/25/2015 10-'4 -'40 All RECORDING FEES $10.00 State of Florida RECORDED BY hdevore County of Seminole Permit Number: Parcel ID Number: 3 5- j Q— 3y — T a 1 Q A o o— O t 6 O The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) Lc,7 ((o ©LK A Couwtns CI4b m4r%6rr u„r+ Z P d I t 1-7.1 Coun-tr4 C4610 CC - PS (00 . GENERAL DESCRIPTION OF IMPROVEMENT: F- r r uo -F OWNER INFORMATION: Name: ,1 -3 Wt, I d1 r'!j -S •ANC Address: aoS W Sit t4'b4 un',-t A Wth-f•er 5premf tr i.- 3a7og Fee Simple Title Holder (if other than owner) CONTRACTOR: Z- Name: _yac ker I' Cjws4 4 30 Address: I(4• W• OSCeola c+. A4rnneolet FL 31-t71S Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: Address: In addition to himself, Owner Designat of To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date is specified) tlfiC' WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, N WLI FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A (.t NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY N BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. ""` gyp%s ,. aUepll+ Unde enalties of erjury, I d Clare that 1 have read the foregoing and that the facts stated in it are true oJ ' the st of my k wledge d belief. oo ..ems W Owners Signature Owners Printed Name y 1 • SEW`, Florida Statute 713.13(1)(g): 'The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead " w State of %1w6le- Countyof PiMiy%bk•e ftuv) The foregoingInstrumentwasacknowledgedbeforemethis2 day of U AU 5 20by Who ispersonallyknowntomeNameof person making statement OR who has produced Identification type of identification produced: i HOL.= rW My COMMNotaryture EXPIM j Nor sot t 8/21/2015 Detail by Entity Name Detail by Entity Name Florida Profit Corporation JP HOLDINGS, INC. Filing Information Document Number FEUEIN Number Date Filed State Status Last Event Event Date Filed Principal Address 205 SR 434 W SUITE A WINTER SPRINGS, FL 32708 Changed: 04/21/2003 Mailing Address 205 SR 434 W SUITE A WINTER SPRINGS, FL 32708 Changed: 04121 /2003 P01000116762 59-3760689 12/10/2001 FL ACTIVE REINSTATEMENT 11 /13/2007 Registered Agent Name & Address PRIDGEN, J SCOTT 205 SR 434 W SUITE A WINTER SPRINGS, FL 32708 Address Changed: 04/21/2003 Officer/Director Detail Name & Address Title PVTS PRIDGEN, J SCOTT 205 SR 434 W WINTER SPRINGS, FL 32708 hO.ItsearchsurW-orgargUry/Caporatior6mctuSearc hResuRDetail4r4irytype=EntityName&iredionType=lriUal&searchNarneOrder=JPHOiDINGS%2.. 1/2 CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORD" FLORIDA 32772 PHONE: 407.688.5150 FAx: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 15-2696 Date: August 27, 2015 Contact Person: Harold Hodges Contact Fax Number: Contact E-mail Address: HHodges3(a,cfl.rr.com Project Description: Flat modified roof Job Address: 172 Country Club Cir The following is a list of the areas of the submitted plans that contained violations of the codes adopted by the City of Sanford and enforced by the Building Division. The violations noted must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal. Changes to construction documents that require an Architect or Engineer's seal must be submitted with the appropriate seal. Provide two copies of affected plan sheets and/or supplemental information as requested. COMMENTS: 1. Please submit two copies of manufacturer installation instructions for the Florida Product Approval products (roofing material, underlayment). FBC 107 2. The Florida Product Approval for the underlayment cannot be found. Please provide two copies of Florida Product Approval for the underlayment. FBC 107 3. The product approval for the roofing material lists multiple types of roofing options. When submitting the product approval manufacturer instructions, please highlight the system and table that you are using on the project. FBC 107 Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Please direct any questions you may have to Steve Fiorey at 407-688-5065 or by E-mail at steve.fiorey@sanfordfl.gov . Respectfully, Steve Fiorey Residential Plans Examiner 1- RECORD COPY Page 1 of 2 ti ry r r rc r m f fMllJd De mftmtof BCIS Home I Login I User Registration Hot Topics Submit Surcharge Stats & Facts Publications I FBC Staff ( BCIS Site Map Links I Search Busines ProdProfessi -al0OUSER:uctAUserpproval Regulation 1:1:i MIi ,' , Product Aooroval Menu > Product or Application Search > Application List > Application Detail FL # FL2533-R13 Application Type Revision REVIEWED POR CODE COMPLIANCE Code Version 2014 2E Application Status Approved PLANS EXAMINER 9-Z-ram Comments DATE Archived Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 mark.d.harner@saint-gobain.com Authorized Signature Mark Harrier mark.d.harner@saint-gobain.com Technical Representative Mark D. Harner Address/Phone/Email 18 Moores Road BUILDING DIV1510rMalvern, PA 19355 SANFORD Mark. .Hare 47 Mark.D.Harner@saint-gobain.com A PERMIT ISSUED SHALL BE CONSTRUED TOE LICENSE TO PROCEED WITH THE WORK AND 1`j( AUTHORITY TO VIOLATE, CANCEL, ALTER OR ; Quality Assurance Representative ASIDE ANY OF THE PROVISIONS OF THE TECHN Address/Phone/Email CODES, NOR SHALL ISSUANCE OF A PERMIT PRI THE BUILDING OFFICIAL FROM THEREAFTE:I Category Roofing REQUIRING A CORRECTION OF ERRORS IN PU Subcategory Modified Bitumen Roof System CONSTRUCTION OR VIOLATIONS OF THIS CO Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 07/03/2017 # 1 5 2 6 9 6ValidatedByJohnW. Knezevich, PE 2 Validation Checklist - Hardcopy Received Certificate of Independence FL2533 R13 COI 2015 01 COI Nieminen odf Referenced Standard and Year (of Standard) Standard Year ViLD/tvo ASTM D6162 2000 ASTM D6163 2000 SANFORD ASTM D6164 ASTM D6222 2005 2008 O pARASTMD65092009 FM 4470 1992 FM 4474 2004 Equivalence of Product Standards Certified By 9/2/2015 Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 03/16/2015 Date Validated 04/07/2015 Date Pending FBC Approval 04/11/2015 Date Approved 06/23/2015 Date Revised 08/25/2015 Summary of Products FL # Model, Number or Name Description 2533.1 Flintlastic Modified Bitumen Modified Bitumen Roof Systems Roof Systems Limits of Use Installation Instructions Approved for use in HVHZ: No FL2533 R13 II 2015 03 FINAL2 Al ER CERTAINTEED MODBIT FL2533- R13.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen, PE PE-59166 Design Pressure: +N/A/-630 Created by Independent Third Party: Yes Other: 1.) Refer to ER Section 5 for Limits Evaluation Reports of Use. 2.) The design pressure noted in this FL2533 R13 AE 2015 03 FINAL2 ER CERTAINTEED MODBIT FL2533. 1R3.Ddfapplicationrelatestoonespecificsystem. Refer to the ER Appendix for all systems and Created by Independent Third Party: Yes max design pressures. Back Next Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Coovriaht 2007-2013 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 mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click hem . Product Approval Accepts: M Credit Card t--JSAFE 9/2/2015 QOTRINITYIERD APPENDIX 1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE ) Table Deck Application Type Description Page 1A Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5-6 16 Wood New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 7 1C Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 8-9 1D Wood New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 30-11 1E-1 Wood New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 12-14 1E-2 Wood New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 15-16 1F Wood New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 16 2A Steel or Conc. New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 17-19 2B Steel or Conc. New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 20-24 2C Steel or Conc. New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 25-26 3A Concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 27-34 3B Concrete New or Reroof (Tear -Off) A-3 Bonded Temp Roof/Vapor Barrier, Bonded Insulation, Bonded Roof Cover 35 3C Concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 35 4A LWIC New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 36-37 4B LWIC New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 38 4C LWIC New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 39-43 5A CWF New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 44 5B CWF New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 45 5C CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 45 5D CWF New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 46 6A Gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 47-48 613 Gypsum Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 49 6C Gypsum Reroof (Tear -Off) C Mech. Attached Insulation, Bonded Roof Cover 49 6D Gypsum Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 50 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 51-57 713 Various Recover F Non -Insulated, Bonded Roof Cover 57 The following notes apply to the systems outlined herein: 1. The roof system evaluation herein pertains to above -deck roof components. Roof decks shall be in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Unless otherwise noted, fasteners and stress plates for insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements: Wood Deck: OMG #14 Roofgrip with Flat Bottom Plate (Accutrac), OMG HD with OMG 3 in. Galvalume Steel Plate, Dekfast #14 with Hex Plate or 3" Round Insulation Plate, Trufast HD with Trufast 3" Metal Insulation Plates or FlintFast #14 Fastener with FlintFast 3" Insulation Plates. Minimum 0.75-inch plywood penetration or minimum 1-inch wood plank embedment. Steel Deck: OMG #12 or #14 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), OMG #12 Standard or HD with OMG 3 in. Galvalume Steel Plate, Dekfast #12 or #14 with Hex Plate or 3" Round Insulation Plate, Trufast DP or HD with Trufast 3" Metal Insulation Plates or FlintFast #12 or #14 Fastener with FlintFast 3" Insulation Plates. Minimum 0.75-inch steel penetration and engage the top flute of the steel deck. Concrete Deck: OMG #14 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), OMG HD or CD-10 with CMG 3 in. Galvalume Steel Plate, Dekfast #14 or DekSpike with Hex Plate or 3" Round Insulation Plate, Trufast HD or CF with Trufast 3" Metal Insulation Plates or FlintFast #14 Fastener with FlintFast 3" Insulation Plates. Minimum 1-inch embedment. Fasteners installed with a pilot hole in accordance with the fastener manufacturer's published installation instructions. Exterior Research and Design, LLC. d/b/a Trinity( ERD Evaluation Report 3520.03.04-1114 for FL2533-R13 Certificate of Authorization #9503 Revision 14: 03/27/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 1 of 57 QOTRIN'l-rYIERD 3. Unless otherwise noted, insulation may be any one layer or combination of polyisocya n u rate, polystyrene, wood fiberboard, perlite, GlasRoc Roof Board or gypsum -based roof board that meets the QA requirements of F.A.C. Rule 61G20-3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC 2603.4.1 or 2603.8, when installed with the roof cover. 4. Minimum 200 psi, minimum 2-inch lightweight insulating concrete may be substituted for rigid insulation board for System Type D (mechanically attached base sheet, 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 or greater configuration to the steel and concrete deck listings. 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. Hot asphalt (HA): Full coverage at 25-30 Ibs/square Ashland Pliodeck (A-PD): Continuous 0.75 inch wide ribbons, 12-inch o.c. Ribbons of subsequent layers shall be perpendicular to those in the layer below. Dow Insta-Stik (D-IS): Continuous 0.75 to 1 inch wide ribbons, 12-inch o.c. Dow Spray-N-Grip (D-SG): Full coverage Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons, 12-inch o.c. Millennium PG-1 Pump Grade Adhesive (M-PG1): Continuous 0.5 to 0.75-inch wide ribbons, 12-inch o.c. OMG OlyBond 500 or OlyBond Green (OB500): Continuous 0.75-inch wide ribbons, 12-inch o.c. (PaceCart or Spotshot) 3M CR-20: Continuous 2.5 to 3-inch wide ribbons, 12-inch o.c. (Note: TITESEf may be used where CR-20 is referenced). Note: When multiple layers(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 spacing. 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: Ashland Pliodeck (A-PD) @ 12-inch o.c. MDP -105.0 psf (Min. 1.0-inch) Ashland Pliodeck (A-PD) @ 6-inch o.c. MDP -277.5 psf (Min. 1.0-inch) Dow Insta-Stik (D-IS): MDP -120.0 psf (Min. 1.0-inch) Millennium One Step Foamable Adhesive (M-OSFA): MDP -157.5 psf (Min.1.0-inch) Millennium PG-1 Pump Grade Adhesive (M-PG1): MDP -157.5 psf (Min. 1.0-inch) OMG OlyBond 500 (OB500): MDP -45.0 psf (Min. 0.5-inch Multi -Max FA3) OMG OlyBond 500 (OB500): MDP -187.5 psf (Min. 0.5-inch ISO 95+ GL) OMG OlyBond 500 (OB500): MDP -315.0 psf (Min. 0.5-inch ENRGY 3) OMG OlyBond 500 (OB500): MDP -487.5 psf (Min. 0.5-inch ACFoam II) 3M CR-20: MDP -117.5 psf (Min. 1.0-inch) 7. Bonded polyisocyanurate insulation boards 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 in a bonded recover or re -roof installation, the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive, and the existing roof system (for recover) shall be capable of resisting project design pressures on its own merit to the satisfaction of the AHJ, 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 Trinity I ERD Evaluation Report 3520.03.04-R14 for FL2533-R13 Certificate of Authorization #9503 Revision 14: 03/27/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 2 of 57 QOTRINITY I ERD 13. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. CERTAINTEED FuNTLAsnc6 MODIFIED BITUMEN COMPONENTS &APPLICATION METHODS Reference Layer Material Application BP -AA Base Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20 Base and Ply sheets, Asphalt- Hot asphalt at 20-40 Ibs/square Applied) Ply Flintglas Ply Sheet Type IV; Flintglas Premium Ply Sheet Type VI BP-AA2 Base Yosemite Venting Base Hot asphalt in 24-inch diameter spots in 30- Base, Spot -Asphalt -Applied) inch grid pattern BP-AA3 Base Yosemite Venting Base Hot asphalt in 9-inch diameter spots in grid Base, Spot -Asphalt -Applied) pattern noted herein. BP-AA4 Base Yosemite Venting Base Hot asphalt in 9-inch wide ribbons spaced Base, Strip -Asphalt -Applied) as noted herein. BP-CA2 Base/Ply Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20 Henry #903 Adhesive at 1.5 gal/square BP-CA3 Base/Ply Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20 Millennium Hurricane Force Membrane Adhesive, beads spaced 6-inch o.c. Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS BaseSBS-AA Flintlastic Cap 30; Flintlastic Cap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR DualSBS, Asphalt -Applied) Hot asphalt at 20-40 Ibs/square Cap Cap; Flintlastic FR-P; Flintlastic FR-P CoolStar; Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar; Flintlastic GMS; Flintlastic GMS CoolStar; Flintlastic Premium GMS; Flintlastic Premium GMS CoolStar Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base SBS-CA1 FlintBond Brush or Karnak No. 81 Cold Note: Base ply cures overnight prior to application of the cap ply. SBS, Cold -Applied) Process Modified Bitumen Adhesive Brush Grade at 1 gal/squareFlintlasticFRCap30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual Cap; Flintlastic FR-P; Flintlastic FR-P CoolStar; Cap Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS BaseSBS-CA2 Flintlastic Cap 30; Flintlastic Cap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR DualSBS, Cold -Applied) Henry #903 Adhesive at 1.5 gal/square. Cap Cap; Flintlastic FR-P; Flintlastic FR-P CoolStar; Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar; Flintlastic GMS; Flintlastic GMS CoolStar, Flintlastic Premium GMS; Flintlastic Premium GMS CoolStar Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS BaseSBS-CA3 Millennium Hurricane Force Membrane Flintlastic Cap 30; Flintlastic Cap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR DualSBS, Cold -Applied) Adhesive, beads spaced 6-inch o.c. Cap Cap; Flintlastic FR-P; Flintlastic FR-P CoolStar; Flintlastic Premium FR-P;. Flintlastic Premium FR-P CoolStar; Flintlastic GMS; Flintlastic GMS CoolStar; Flintlastic Premium GMS; Flintlastic Premium GMS CoolStar Exterior Research and Design, LLC. d/b/a Trinity) ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report 3520.03.04-1114 for FL2533-1133 Revision 14: 03/27/2015 Appendix 1, Page 3 of 57 O l TRINITY I ERD CEFTTAINTEED FLINTLASTIC® MODIFIED BITUMEN COMPONENTS & APPLICATION METHODS (CONTINUED) Reference Layer Material Application Base Flintlastic Ultra Poly SMS Base; Flintlastic Base 20 T SBS-TA Torch -AppliedPlyFlintlasticUltraPolySMSBase; Flintlastic Base 20 T Flintlastic FR Cap 30 T; Flintlastic FR Cap 30 T CoolStar; Flintlastic GTS; Flintlastic GTS CoolStar; Flintlastic GTS-FR; SBS, Torch -Applied) Ca p Flintlastic GTS-FR CoolStar; FlintClad Base Flintlastic APP Base T; Flintlastic STA; Flintlastic STA Plus APP-TA APP, Torch -Applied) Torch -Applied Cap Flintlastic STA; Flintlastic STA Plus; Flintlastic GTA; Flintlastic GTA CoolStar; Flintlastic GTA-FR; Flintlastic GTA-FR CoolStar SBS-SA-H SBS, Self -Adhering, Hybrid Base/Ply Black Diamond Base Sheet; Flintlastic Ultra Glass SA Self -Adhering Systems) Base Flintlastic SA PlyBase; Flintlastic SA Mid Ply SBS-SA Self -AdheringPlyFlintlasticSAPlyBase; Flintlastic SA Mid Ply SBS, Self -Adhering) Cap Flintlastic SA Cap; Flintlastic SA Cap CoolStar; Flintlastic SA Cap FR; Flintlastic SA Cap FR CoolStar 14. Insulation is optional for Recover or Concrete Deck Applications using System Type D (Mechanically Attached Base Sheet, Bonded Roof Cover). 15. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads. Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report 3520.03.04-1114 for FL2533-1113 Revision 14: 03/27/2015 Appendix 1, Page 4 of 57 QOTRINITY I ERD TABLE 1E-1: WOOD DECKS —NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck Base Sheet Roof Cover No. See Note 1) MDP (psf) Base Fasteners Attach Ply Cap SELF -ADHERING SYSTEMS: W 47 Min. inch plywood at max Flintlastic SA NailBase Min. ga. M 6-inch o.c. at min. 2-inch lap and 6-inch o.c. in four, equally spaced, staggered center Optional) SBS SBS-SA 52.524-inch spansinchpa exSimplex Metal Cap NailsalCap q rows Min.19/32-inch plywood at max. 32 ga., 1-5/8-inch dia. tin 8-inch o.c. at min. 2-inch lap and 8-inch o.c. Optional) SBS- W-48 24-inch spans Flintlastic SA NailBase caps with 11 ga. annular in three, equally spaced, staggered center SBS-SA 52.5 ring shank nails rows 5A Min. inch plywood at max. 32 ga., 1-5/8-inch dia. tin 8-inch o.c. at min. 2-inch lap and 8-inch o.c. Optional) SBS- W 49 24-inch spacspansFlintlastic SA NailBase caps with 11 ga. annular in three, equally spaced, staggered center SBS-SA 60.0 ring shank nails rows SA Min. 19/32-inch plywood at max 32 ga., 1-5/8-inch dia. tin 6-inch o.c. at min. 2-inch lap and 6-inch o.c. Optional) SBS- W-50 24- inch spans Flintlastic SA NailBase caps with 11 ga. annular in four, equally spaced, staggered center SBS-SA 75.0 ring shank nails rows SA Min. inch I plywoodat max 32 ga., 1-5/8-inch dia. tin 4-inch o.c. at min. 2-inch lap and 4-inch o.c. Optional) SBS- W-51 24- inch spans inchpaFlintlastic SA NailBase caps with 11 ga. annular in four, equally spaced, staggered center SBS-SA 105.0 ring shank nails rows SA HYBRID SYSTEMS: Glasbase; Flexiglas; Flintlastic 32 ga., 1-5/8-inch dia. tin W- 52 Min.19/32-inch exterior grade Base 20; All Weather / Empire caps with ga. annular 9- inch o.c. at 4-inch lap and 12-inch o.c. in SBS SA-H SBS- AA, SBS-TA 45. 0* plywoodatmax. 24-inch spans Base; Poly SMS Base; Ultra Poly ring shank nails ntwo, equally spaced, staggered center rows or APP-TA SMS Base Glasbase; Flexiglas; Flintlastic W- 53 Min. 15/32-inch plywood at max Base 20; All Weather / Empire Min. 1-inch long, 12 ga. 6-inch o.c. at 3-inch lap and 6-inch o.c. in SBS-AA, SBS-TA 24- inch spans Base; Poly SMS Base; Ultra Poly Simplex Metal Cap Nails four, equally spaced, staggered center rows SBS SA-H or APP-TA 52. 5 SMS Base W- 54 Min. 19/32-inch plywood at max Glasbase; Flexiglas; Flintlastic Base 20; Poly SMS Base; Ultra 32 ga., 1-5/8-inch dia. tin caps with 11 ga. annular 8-inch o.c. at 4-inch lap and 8-inch o.c. in SBS-SA-H SBS- AA, SBS-TA 52. 5 24-inch spans Poly SMS Base ring shank nails three, equally spaced, staggered center rows or APP-TA Min. 19/32-inch I plywoodat max Glasbase; Flexiglas; Flintlastic 32 ga., 1-5/8-inch dia. tin 8- inch o.c. at 4-inch lap and 8-inch o.c. in SBS-AA, SBS-TA W-55 24- inch spans Base 20; Poly SMS Base; Ultra caps with 11 ga. annular three, equally spaced, staggered center rows SBS- SA-H or APP-TA 60. 0 Poly SMS Base ring shank nails W- 56 plywood at max Min.19/32-inch P I Glasbase; Flexiglas; Flintlastic Base 20; Poly SMS Base; Ultra 32 ga., 1-5/8-inch dia. tin caps with 11 ga. annular 6-inch o.c. at 4-inch lap and 6-inch in SBS- SA-H SBS TA 82 5 24-inch spans Poly SMS Base ring shank nails four, equally spaced, staggered centter rows centeror APPSBS-AA, or PP -TA Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report 3520.03.04-1134 for FL2533-R13 Revision 14: 03/27/2015 Appendix 1, Page 12 of 57 TABLE 1E-1: WOOD DECKS —NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck Base Sheet Roof Cover MDP (psf) Base Fasteners Attach Ply CapNo. See Note 1) Min. 19/32-inch plywood at max Glasbase; Flexiglas; Flintlastic 32 ga., 1-5/8-inch dia. tin 4-inch o.c. at 3-inch lap and 4-inch o.c. in SBS-AA, SBS-TA W-57 24-inch spans Base 20; Poly SMS Base; Ultra caps with it ga. annular four, equally spaced, staggered center rows SBS-SA-H or APP-TA 105.0 Poly SMS Base ring shank nails CONVENTIONAL SYSTEMS: Glasbase; Flexiglas; Flintlastic 32 ga., 1-5/8-inch dia. tin BP -AA, SBS-AA, W 58 Min. 19/32-inch exterior grade Base 20; All Weather / Empire caps with ga. annular 9-inch o.c. at 4-inch lap and 12-inch o.c. in SBS-TA or APP- SBS-AA, SBS-TA 45.0 * plywood at max. 24-inch spans Base; Poly SMS Base; Ultra Poly ring shank nailsn two, equally spaced, staggered center rows TA or APP-TA SMS Base; Yosemite Glasbase; Flexiglas; Flintlastic Optional) BP- W 59 Min.15/32-inch exterior grade Base 20; All Weather / Empire Simplex MAXX Cap 9-inch o.c. at 2-inch lap and 18-inch o.c. in AA, SBS-AA, SBS-AA, SBS-TA 45.0* plywood at max. 24-inch spans Base; Poly SMS Base; Yosemite two, equally spaced, staggered center rows SBS-TA or APP- or APP-TA TA W-60 Min.15/32-inch exterior grade Flintlastic APP Base T Simplex MAXX Cap 9-inch o.c. at 2-inch lap and 18-inch o.c. in Optional) APP- APP-TA 45.0* plywood at max. 24-inch spans two, equally spaced, staggered center rows TA Glasbase; Flexiglas; Flintlastic Optional) BP- Min.15/32-inch plywood at max Base 20; All Weather / Empire Min. 1-inch long, 12 ga. 6-inch o.c. at 3-inch lap and 6-inch o.c. in AA, SBS-AA, SBS-AA, SBS-TA W-61 24-inch spans Base; Poly SMS Base; Ultra Poly Simplex Metal Cap Nails four, equally spaced, staggered center rows SBS-TA or APP- or APP-TA 52.5 SMS Base; Yosemite TA Min. 19/32-inch plywood at max Glasbase; Flexiglas; Flintlastic 32 ga., 1-5/8-inch dia. tin 8-inch o.c. at 4-inch lap and 8-inch o.c. in BP -AA, SBS-AA, SBS-AA, SBS-TA W-62 24-inch spans Base 20; Poly SMS Base; Ultra caps with 11 ga. annular three , equally spaced, staggered center rows SBS-TA or APP- or APP-TA 52.5 Poly SMS Base; Yosemite ring shank nails TA Glasbase; Flexiglas; Flintlastic Optional) BP - W-63 Min.15/32-inch exterior grade Base 2 All Weather / Empire Simplex MAXX Cap 9-inch o.c. at 2-inch lap and 12-inch o.c. in AA, SBS-AA, SBS-AA, SBS-TA 52.5 plywood at max. 24-inch spans Base; Poly SMS Base; Yosemiteo two, equally spaced, staggered center rows SBS-TA or APP- or APP-TA TA W 64 Min.15/32-inch exterior grade Flintlastic APP Base T Simplex MAXX Cap 9-inch o.c. at 2-inch lap and 12-inch o.c. in Optional) APP- APP TA 52.5 plywood at max. 24-inch spans two, equally spaced, staggered center rows TA Min.19/32-inch plywood at max Glasbase; Flexiglas; Flintlastic 32 ga., 1-5/8-inch dia. tin 8-inch o.c. at 4-inch lap and 8-inch o.c. in BP -AA, SBS-AA, SBS-AA, SBS-TA W-65 24-inch spans Base 20; Poly SMS Base; Ultra caps with 11 ga. annular three, equally spaced, staggered center rows SBS-TA or APP- or APP-TA 60.0 Poly SMS Base; Yosemite ring shank nails TA Min. 19/32-inch plywood at max Glasbase; Flexiglas; Flintlastic 32 ga., 1-5/8-inch dia. tin 6-inch o.c. at 4-inch lap and 6-inch o.c. in BP -AA, SBS-AA, SBS-AA, SBS-TA W-66 24-inch spans Base 20; Poly SMS Base; Ultra caps with 11 ga. annular four, equally spaced, staggered center rows SBS-TA or APP- or APP-TA 82.5 Poly SMS Base; Yosemite ring shank nails TA Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report 3520.03.04-R14 for FL2533-R33 Revision 14: 03/27/2015 Appendix 1, Page 13 of 57 O l TRINITY I ERD TABLE 1E-1: WOOD DECKS —NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck Base Sheet Roof Cover MDP (psf) Base Fasteners Attach Ply CapNo. See Note 1) Glasbase; Flexiglas; Flintlastic Optional) BP - W 67 Min. 15/32-inch exterior grade Base 2 All Weather/ Empire Simplex MAXX Cap 6-inch o.c. at 2-inch lap and 6-inch o.c. in AA, SBS-AA, SBS-AA, SBS-TA 90.0 plywood at max. 24-inch spans oBase; Poly SMS Base; Yosemite two, equally spaced, staggered center rows SBS-TA or APP- or APP-TA TA W 68 Min. 15/32-inch exterior grade Flintlastic APP Base T Simplex MAXX Cap 6-inch o.c. at 2-inch lap and 6-inch o.c. in Optional) APP- APP TA 90.0 plywood at max. 24-inch spans two, equally spaced, staggered center rows TA Min. 19/32-inch plywood at max Glasbase; Flexiglas; Flintlastic 32 ga., 1-5/8-inch dia. tin 4-inch o.c. at 3-inch lap and 4-inch o.c. in BP -AA, SBS-AA, SBS-AA, SBS-TA W-69 24-inch spans Base 20; Poly SMS Base; Ultra caps with 11 ga. annular four , equally spaced, staggered center rows SBS-TA or APP- or APP-TA 105.0 Poly SMS Base; Yosemite ring shank nails TA Glasbase; Flexiglas; Flintlastic Optional) BP - W-70 Min. 15/32-inch exterior grade Base 2 All Weather / Empire Simplex MAXX Cap 6-inch o.c. at 2-inch lap and 6-inch o.c. in AA, SBS-AA, SBS-AA, SBS-TA 305.0 plywood at max. 24-inch spans ly SMS Base; YosemiteBase; Poly three, equally spaced, staggered center rows SBS-TA or APP- or APP-TA TA W 71 Min. 15/32-inch exterior grade Flintlastic APP Base T Simplex MAXX Cap 6-inch o.c. at 2-inch lap and 6-inch o.c. in Optional) APP- APP-TA 105.0 plywood at max. 24-inch spans three, equally spaced, staggered center rows TA Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report 3520.03.04-1114 for FL2533-1113 Revision 14: 03/27/2015 Appendix 1, Page 14 of 57