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Home My WebLink About715 Meadow StCITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION SEp 1 g 2016 Application No: - S Documented Construction Value: $ A5, 00 Job Address: 1 1 5 N f_c;,Jo-w :5kaA Historic District: Yes No Parcel ID: Residential LEI Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: L r1 " -Tc) u f) 5 C ib Phone: i — ; 3 7 S ^7 - Fax: Title: Email:. C C C EL. Y Property Owner Information Name (B . Rzy" 5 0-"— Phone: Street: 60 $ Resident of property? : NC) City, State Zip: W+o w,4y o -t S17r,- n:f4 . 3 7 / L( Contractor Information Name r Zf r Phone: Street: Fax: City, State Zip: U\ . , F'—L 3Z`y State License No.: ACC 13 A S ct Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: 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 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: 511 Edition (2014) Florida Building Code a V ,> 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. Accepfttnce 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 information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signa a of Owner/Agent Date 12s d-- Print Owner' gent's Name 9-6 A Signa e of Notary -State of Florida Date o pR CYNTHIA B. WATERS a< NOTARY PUBLIC WC - STATE OF FLORIDA Comm# FF183194 sl- Expires 1/27/2019 Owner/Agent is Personally Known to Me or Produced ID 1 4_— Type of ID Or lre,..z, k. Qu,-'V iaet- &L_ - R- G- Signature of Contractor/Agent a Date Print Cont ctor/Agent's Name Signature of Notary-St'fteAFlorida F Date ISTIN ANNE iACHApELLE NOTARY PUBLIC STATE OF FLORIDA Comm# FF040339s s' Expire 8/3/2017 Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE: BUILDING: 15r 4-1 4-(( SCPA Parcel View: 10-20-30-300-019A-0000 Page 1 of 2 p Property Record Card pwI 'cFA Parcel: 10-20-30-300-019A-0000 Owner: JOHNSON JOHN E sc arxt Doom, rtoruow Property Address: 715 MEADOW ST SANFORD, FL 32771 Parcel Information Parcel 10-20-30-300-019A-0000 Owner JOHNSON JOHN E Property Address 715 MEADOW ST SANFORD, FL 32771 k Mailing 8691 HILLSIDE DR ORLANDO, FL 32810-1747 Subdivision Name Tax District DOR Use Code S1-SANFORD 0802-MULTI FAMILY 2 UNITS Exemptions Legal Description SEC 10 TWP 20S RGE 30E BEG 383.6 FT N OF SE CDR GOVT LOT 3 RUN N 104.36 FT N 87 DEG 58 MIN W 91.6 FT S 104.36 FT S 87 DEG 58 MIN E 91.6 FT TO BEG Taxes _ Value Summary 2016 Working 2015 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value 43,957 41,908 Depreciated EXFT Value 6,000 6,000 Land Value (Market) 20,000 20,000 Land Value Ag Just/Market Value " 69,957 67,908 Portability Adj Save Our Homes Adj 0 0 Amendment 1 Adj 0 0 P&G Adj 0 0 Assessed Value 69,957 67,908 Tax Amount without SOH: $1,382.03 2015 Tax Bill Amount $1,382.03 Tax Estimator Save Our Homes Savings: $0.00 TRIM Notice Help Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund $69,957 0 69,957 Schools $69,957 City Sanford $69,957 SJWM(Saint Johns Water Management)$69,957 0 0 0 69,957 69,957 69,957 m^m County Bonds $69,957 0 69,957 Sales Description Date Book Page Amount Qualified Vac/Imp WARRANTY DEED 10/1/1978 01193 0837 $28,600 Yes Improved No+co ales Land Method Frontage Depth Units Units Price Land Value LOT 0.00 0.00 1 1 1 $20,000.00 20,000 Building Information Description Year Built Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Adj Value Repl Value AppendagesActual/Effective 1 MULTI 1964 1 6 4 1 2.0 1,680 1,752 1,680 CONC 1 $43,9571 $65,122 Description Area FAMILY < 10 { BLOCK ) _ UNITS 72.00 http://parceldetail.scpafl.org/ParcelDetaillnfo.aspx?PID=102030300019A0000 9/19/2016 This instrument prepared by and return to: Part Russell Grace Title, Inc. 225 S. Westmonte Drive Suite 1110 Altamonte Springs, FL 32714 as a necessary incident to the fulfillment of conditions contained in a title insurance commitment issued by it. Property Appraisers Parcel Identification (Folio) Number(s): 10-20-30-300-019A-0000 File No.: 9532 WARRANTY DEED This Warranty Deed Made this 29th day of August, 2016 by John E. Johnson, Married, hereinafter called the grantor, whose post office address is: 8691 Hillside Drive, Orlando, FL 32810 to: Wayne Bert Benson and Martha Allie Benson, Husband and Wife, as tenants by the entirety whose post office address is: 608 Ashberry Lane, Altamonte Springs, FL 32714 hereinafter called the grantee, WITNESSETH: That said grantor, for and inconsideration of the sum of $152,000.00 Dollars, and other variable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the grantee, all that certain land situated in Seminole County, Florida, viz: Parcel A: Beginning 383.6 feet North of the Southeast comer of GOVERNMENT LOT 3, thence North 104.36 feet, thence run North 87 degrees 58 minutes West 91.6 feet, thence run South 104.36 feet, thence run South 87 degrees 58 minutes East 91.6 feet to beginning, being in SECTION 10 TOWNSHIP 20 SOUTH, RANGE 30 EAST, Seminole County, Florida Parcel B: Beginning 383.6 feet North of Southwest comer Lot 25, of LAKE MINNIE ESTATES, Plat Book 6, Page 92, as recorded in the Public Records of Seminole County, Florida, thence run North 104.36 feet, thence run South 87 degrees 58 minutes East 12.76 feet, thence run South 104.36 feet, thence run North 87 degrees 58 minutes West 12.76 feet to beginning. This property is not the homestead of the Grantor (s) TOGETHER with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining To Have and to Hold, the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances, except taxes accruing subsequent to December 312015, reservations, restrictions and easements of record, if any. The terms "grantor" and "grantee" herein shall be construed to include all genders and singular or plural as the context indicates) IN WITNESS WHEREOF, Grantor has hereunto set grantor's hand and seal the day and year first above written. Signed, Sealed and Delivered in Our Presence: Witness , i' yx ,2 i7 1 •"C LL1i` Wityess clL1 Russell STATE OF: FLORIDA COUNTY OF: SEMINOLE e Jo n E. Johnson5;] The foregoing instrument was acknowledged before me this 29th day of August, 2016 by John E. Johnson, Married, who is/are personally known to me or who has/have produced driver license(s) as identification. Notary Public My Commission expires: Serial Number .Opo nh-, Notary Public State of Florida Patricia M Russell My Commission FF 174545 or do Expires 11/29f2ol8 RE: 9532 Page 9 of 10 THIS INSTRUMENT PREPARED Y: 7 Name: R _1n•u-"j c.- t Address: 2 tive., NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number: Parcel ID Number s;t•;=.. t'ti:)t;::i-::° s;t. tt:C.itC:+t._t_. t,l• i,..it..,...t_ . 10 " CTt. I 2 i;'`' is A 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. D.EpSjCRIPTION OF PR PERTY: (Legal description oyf, the rope'rrty and street address if available) r GENERAL DESCRIPTION OF OWNER INFORMATION: Name: R- e Address: "u7S /TSVI Kl= Fee Simple Title Holder (if other than owr Address: Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(t)(b), Florida Statutes. Name: Address: In addition to himself, Owner Designates 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) 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, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true t the bel of my know) ge d belief. Owner's Signature I Owners Printed Nana ( 'Lit" Florida Statute 113.13(1)(g): " The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead." State of I -- County of SQ,i /tut N w The foregoing instrument was acknowledged before me this G day of ' f _ 20 4' 0 a n z by )3.,ai jbzr AxN— Who is personally known to me z Z _ Name of person ma ang statement } O OR who has produced identification Ill type of identification produced: t- ; I -PI-6 k,' 0 < r f t CYNTHIA B. WATERS 43 !J w o Vcis NOTARY PUBLIC STATE OF FLORIDANotary SignatureComm# FF183194 OExpires1/27/2019 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 9 -1 q -1y I hereby name and appoint: C„ ,, Y. an agent of: Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): The specific permit and application for work located at: 1115 Y"X e a d w Sir ej- :5 r f" _ C 3 L / Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: ev).sz C i3q'{5 rr, J r . State License Number: Cc c i 3 D. S y S Signature of License Holder: on STATE OF FLORIDA COUNTY OF I-P The foregoing instrument was acknowledged before me this / 4 day of 201 , by 6G who iX person lly known to me or who has produced identification and who did (did not) take an oath. 4Ak Si ature Notary Seal) &*) Print or type name ter KRISTIN ANNE LACHAPELLE VNOTARY PUBLIC e STATE OF FLORIDA Comm# FF040339 CE wX Expires 8/3/2017 Rev. 08.12) Notary Public - State of FL Commission No. My Commission Expires: as I dL a Permit # City of i 1 t d Building and Fire Prevention Product Approval Specification Fora Project Location Address `1 t 5 fn e-aA O w S+YeQj As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging Sliding Sectional Roll U Automatic Other 2. Windows Single Hun Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory • Manufacturer Product Description Florida Approval # including decimal 3. PanelWaIII& Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Q T a t2 $ Underla ments Y,-0 1 a3 -zg - Q7 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen CQ YA: e I Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coatin Kar r\ c. }< Ce,A- S7 /'1 Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Car i2Q 1 L 1 a-7 - Other Ij I June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 RECORD COPY BCIS Home i Log In i User Registration Hot Topics ! Submit Surcharge ( Stats & Facts Publications ! FBC Staff I BCIS Site Map i Links j Search if Florida Product ApprovalfiiiiaUSER: Public UserdrrS. Product Approval Menu > Product or Application Search > Application Us[ > Application History > Application Detail FL # FL2533-R15 Application Type Revision Code Version 2014 Application Status Approved Comments Archived 1, l Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 18 Moores Road Malvern, PA 19355 610)651-5847 mark.d.harner@saint-gobain.com REVIEWED FOR CODE COMPLIANCE Authorized Signature Mark Harrier mark.d.harner@saint-gobain.com PLANS EXAMINER Technical Representative Mark D. Harrier DATE Address/Phone/Email 18 Moores Road Malvern, PA 19355 kL1Q)651-5847 Mark.D.Harner@saint-gobain.co ANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A Quality Assurance Representative LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET Address/Phone/Email ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVIEW Category Roofing THE BUILDING OFFICIAL FROM THEREAFTER RECUIRING A CORRECTION OF ERRORS IN PLANS, Subcategory Modified Bitumen Roof System CONSTRUCTION OR VIOLATIONS OF THIS CODE Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer r ? Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen Z,0ILD/NC the Evaluation Report Florida License PE-59166 SANFORD Quality Assurance Entity UL LLC O AgRQualityAssuranceContractExpirationDate07/03/2017 Validated By John W. Knezevich, PE lL r' 6 o Validation Checklist -Hardcopy Received# Certificate of Independence FL2533 R15_COI 2015_QL Qj Nieminen.odf Referenced Standard and Year (of Standard) Standard Year ASTM D6162 2000 ASTM D6163 2000 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwt...sWv2DYrXD3R3EHzGtRUS6suah%2fFrXdVtr4A6o 2bEw%3d%3d 8/31116, 3:37 PM Page 1 of 2 ASTM D6164 2005 ASTM D6222 2008 ASTM D6509 2009 FM 4470 1992 FM 4474 2004 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/19/2015 Date Validated 10/28/2015 Date Pending FBC Approval 10/28/2015 Date Approved 12/15/2015 Date Revised 02/04/2016 Umma Of PI;OGUCts : °' , . w itk a s.,t'z"""'w, ht F. ,. 6 ..5 k8',kxW,, .. v.9sa.v... a J w.....R r. - »wC.. w.. .. FL # Model, Number or Name Description f s ` 2533.1 Flintlastic Modified Bitumen Modified Bitumen Roof Systems Roof Systems Limits of Use Installation Instructions Approved for use In HVHZ: No LF2533_RI5_11_2015 I _FINAL_Al_EERCERTAINTEED MODBIT FL2533- R15.pdfApprovedforuseoutsideHVHZ: 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 of Use. Evaluation Reports 2.) The design pressure noted in this application FL2533 R 5A_2015_ID ELNAL_ER CERTAINTEED MODBIT F 2 33- R15.odfrelatestoonespecificsystem. Refer to the ER Appendix for all systems and max design Created by Independent Third Party: Yes pressures. B ack Ne . Contact Us :: 2601 Blair Stone Road, 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 mail 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 emalis 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 here . Product Approval Accepts: zfbeck Credit Card Safe CctlritN'NIL 'xIC1 x;_e_._. https:/ItIoridabuiId1ng.org/pr/pl_app_dt1.aspx?param=wGEVXQwt...sWv2DYrXD3R3EHzGtRUS6suah%2fFrXdVtr4A6o%2bEw%3d%3d 8/31/16, 3:37 PM Page 2 of 2 I I RD 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 1B 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 10-11 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 26 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 25-27 3A Concrete New or Reroof (Tear -Off) A-1 Bonded insulation, Bonded Roof Cover 28-35 3B Concrete New or Reroof (Tear -Off) A-3 Bonded Temp Roof/Vapor Barrier, Bonded Insulation, Bonded Roof Cover 36 3C Concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 36 4A LWIC New or Reroof (Tear -Off), A-1 Bonded insulation, Bonded Roof Cover 37-38 48 LWIC New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 39 4C LWIC New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 40-44 5A CWF New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 45 56 CWF New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 46 5C CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 46 5D CWF New, Reroof (Tear -Off) E Non -insulated, Mech. Attached Base Sheet, Bonded Roof Cover 47 6A Gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 48-49 6B Gypsum Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded insulation, Bonded Roof Cover so 6C Gypsum Reroof (Tear -Off) C Mech. Attached Insulation, Bonded Roof Cover 50 6D Gypsum Reroof (Tear -Off) E Non -insulated, Mech. Attached Base Sheet; Bonded Roof Cover- 51 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 52-58 7B Various Recover F Non -insulated, Bonded Roof Cover 58 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 FBCApproval 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), CMG HD with OMG3 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. Gaivalume 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 #f14 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 OMG 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 I ERD Evaluation ReportI3520.03.04-R16 for FL2533-1115 Certificate of Authorization #9503 Revision 16: 10/14/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 1 of 58 I 3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, 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. 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. Hot asphalt (HA): Full coverage at 25-30 lbs/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 (013500): 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: TITESET may be used where CR-20 is referenced). Note: When multiple loyers(s) of insulation and/or coverboard are installed in ribbon-opplied 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 (013500): MDP -487.5 psf (Min. 0.5-inch ACFoam 11) 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. Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report 3520.03.04-R16 for FL2533-R15 Certificate of Authorization #9503 Revision 16: 10/14/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 2 of 58 i a J T RINITY ! ERD 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. 13. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. CE LASTIc® O - _ RTAINTfED (LINT MDIFIED'BI7UMfN 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 20-40lbs/square Applied) Ply Flintglas Ply Sheet Type IV; Fiintglas 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 SBS- AA Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Flintlastic Cap 30; Flintlastic Cap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual SBS, Asphalt -Applied) Hot asphalt at 20-40lbs/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 FiintBond 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/square FlintlasticFRCap30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual Cap; Flintlastic FR-P; Flintlastic FR-P CoolStar; Ca p 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; Flintiastic Poly SMS Base; Flintlastic Ultra Poly SMS Base SBS-CA2 Flintlastic Cap 30; Flintlastic Cap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual SBS, Cold -Applied) Henry 4903 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 SBS- CA3 Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Millennium Hurricane Force Membrane Flintlastic Cap 30; Flintlastic Cap 30 CoolStar, Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar, Flintlastic FR Dual SBS, 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 i ERD Evaluation Report 3520.03.04-R16 for FL2533-RlS Certificate of Authorization #9SO3 Revision 16: 10/14/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 3 of 58 Ql(RINITYIERD CERTAINTEED FLINTLASTIC® MODIFIED#OMEN COMPONENTS & APPLWATION:METNDDS. (CONTINUED) Reference Layer Material Application Base Flintlastic Ultra Poly SMS Base; Flintlastic Base 20 T SBS-TA Ply Flintlastic Ultra Poly SMS Base; Flintlastic Base 20 T Torch -Applied 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 Ca p 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 Evaluation Report 3520.03.04-1116 for FL2533-1115 Certificate of Authorization #9503 Revision 16: 10/14/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 4 of 58 S ' t RINITY $ ERD TABLE 1E-1: WOOD DECKS —NEW CONSTRUCTIONoR 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 isELF-ADHERING,SMEW " . r .i - Min. 15/32-inch plywood at max Min. long, 12 ga. 6-inch o.c. at min. 2-inch lap and 6-inch o.c. Optional) SBS- W 47 24-inch spans Flintlastic SA NailBase Simplexex Metal. Cap Nails in four, equally spaced, staggered center SA SBS-SA 52.5 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 SA SBS-5A 52.5 ring shank nails 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 49 24-inch spans Flintlastic SA NailBase caps with 11 ga. annular in three, equally spaced, staggered center SA SBS-SA 60.0 ring shank nails rows at maxMin. 19/ 32-inch plywood 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 SA SBS-SA 75.0 ring shank nails rows at maxMin. 19/ 32-inch plywood 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 Flintlastic SA NailBase caps with 11 ga. annular in four, equally spaced, staggered center SA SBS-SA 105.0 ring shank nails rows HYBRIDSYSTEMS:" 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" plywood at max. 24-inch spans Base; Poly SMS Base; Ultra Poly ring shank nailsn two, equally spaced, staggered center rows or APP-TA SMS Base Glasbase; Ffexiglas; 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 c.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 585-SA-H or APP-TA 52.5 SMS Base 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 SBS-AA, SBS-TA W 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 52.5 Poly SMS Base ring shank nails 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 S85-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 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 SBS-AA, SBS-TA W-56 24-inch spans Base 20; Poly SMS Base; Ultra caps with 11 ga. annular four, equally spaced, staggered center rows SBS-SA-H or APP-TA 82 5 Poly SMS Base ring shank nails 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-R16 for FL2533-1115 Revision 16: 10/14/2015 Appendix 1, Page 12 of 58 TABLE1E-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 CPsfl Base Fasteners Attach Ply Cap 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, S85-TAW57 24-inch spans Base 20; Poly SMS Base; Ultra caps with 11 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 11 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 nails 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 2 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 ly SMS Base; YosemiteBase; Poly two, equally spaced; staggered center rows SBS-TA or APP- or APP-TA TA W 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 ly SMS Base; YosemiteBase; Poly 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-AASBS-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 IERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report 3520.03.04-1116 for FL2533-R15 Revision 16: 10/14/2015 Appendix 1, Page 13 of 58 J TR1NITY 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 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 90.0plywoodatmax. 24-inch spans Base; Polyly 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 90.0plywoodatmax. 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-TAW-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 105.0 plywood at max. 24-inch spans Base; Polyly SMS Base; Yosemite 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 IERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report 3520.03.04-1116 for FL2533-1115 Revision 16: 10/14/2015 Appendix 1, Page 14 of 58 s TRIM ' ERD TABLE 1E-2: WOOD DECKS —NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM.TYPE E: NON —INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck Base Sheet Roof Cover MDP No. See Note 1) Base Fasteners Attach Ply Cap Psf) SYSTEMS ' 3 SELF ADHERING a 8-inch o.c. at min. 3-inch lap and 8-inch o.c. in W-72 Min. 19/32-inch plywood at Flintlastic SA NailBase See Note 2 two, equally spaced, staggered center rows. Optional) SBS-SA 82.5* max 24-inch spans Stress plates shall be primed with FlintPrime SBS-SA ASTM D41) primer or FlintPrime SA Flintfast 3 in. Insulation Plates with 6-inch o.c. at min. 2-inch lap and .6-inch.o.c. in Min. 15/32-inch plywood at FlintFast #12 or #14; Trufast MP3 with DP three, equally spaced, staggered center rows. Optional) SBS-SA 97:5` W-73 max 24-inch spans Flintlastic SA NailBase or HD; OMG 3 in. Round Metal Plates with Stress plates shall be primed with FlintPrime SBS-SA OMG #14 HD ASTM D41) primer or FlintPrime SA. Flintfast 3 in. Insulation Plates with 6-inch o.c. atmin, 2-inch lap and 6-inch o.c. in W-74 Min. 15J32-inch plywood' at Flintlastic SA NailBase FlintFast #12 or #14; Trufast MP3 with DP four, equally spaced; staggered center rows. Optional) SBS-SA 127.5* max 24-inch spansp or HD; OMG 3 in. Round Metal Plates with Stress plates shall be primed with FlintPrime SBS-SA OMG #14 HD ASTM D41) primer or FlintPrime, SA: HYBRID SYSTEMS j s 17 t x Flintfast 3 in. Insulation Plates with 6-Inch o.c. at 4-inch lap and 6-inch o.c. in three, Min. 15/32-inch plywood at Glasbase; 'Flexiglas, Flintlastic FlintFast #12 or #14; Trufast MP3 with DP equally spaced, staggered center rows. Stress SBS-AA, SBS- W-75 max 24-inch spans Base 20;. Poly SMS Base; Ultra or HD; OMG 3 in. Round Metal Plates with plates shall be primed with FlintPrime (ASTM SBS-SA-H TA or APP-TA g7'S Poly SMS Base OMG #14 HD D41) primer or FlintPrime SA. Min. 19J32-inch plywood at Glasbase; Flexiglas; Flintlastic 7-inch. o.c. at 3-inch lap and 7-inch o.c. in three, SBS-AA, SBS- W-76 max 24-inch spans Base 20; Poly SMS Base; Ultra See Note 2 equally spaced, staggered center rows SBS-SA-H TA or APP-TA 105.0 Poly SMS Base Flintfast 3 in. Insulation Plates with 6-inch o.c. at 4-inch lap and 6-inch o.c. in four, Min. 15/32-inch plywood at Glasbase; Flexiglas; Flintlastic FlintFast #12 or #14; Trufast MP3 with DP equally spaced,. staggered center rows. Stress SBS-AA, SBS- W 77 max 24-inch spansp Base 20; Poly SMS Base; Ultra or HD; OMG 3.in. Round Metal Plates with plates shall be rimed with FlintPrime ASTM SBS-SA H TA or APP-TA 127.5 Poly SMS Base OMG #14 HD D41) primer orFlintPrime SA: Min. 23/32-inch exterior Glasbase; All WeatherJEmpire Base; 12-inch o.c. at 4-inch lap and 36-inch o.c. in two, BP AA, SBS SBS-AA, SBS- W-78 grade plywood at max. 24- Plexiglas Base; Flintlastic Base See Note 2 equally spaced, staggered center rows AA, SBS-TA or TA or APP-TA 30.0, inch spans APP TA 20; Yosemite Min. 23/32-inch exterior Glasbase; All Weather/Empire Base; 12-inch o.c. at 4-inch lap and 24-inch o.c. in two, BP -AA, 585- SBS-AA, SBS- W-79 grade plywood at max. 24- Flexiglas Base; Flintlastic Base See Note 2 equally spaced, staggered center rows AA, SBS-TA or TA or APP-TA 45.0 * inch 20; Yosemite APP-TA Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report 3520.03.04-1116 for FL2533-R1S Certificate of Authorization #9503 Revision 16: 10/14/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 15 of 58 11"'_tT INI i Y ERR TABLE 1E-2: WOOD DECKS -NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER. SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck Base Sheet Roof Cover MDP Base Fasteners Attach Ply CapNo. See Note 1) Psf) Min. 23/32-inch exterior Poly SMS Base; Ultra Poly 12-inch o.c. at 4-inch lap and 36-inch o.c. in two, BP -AA, SBS- SBS-AA, SBSWgradeplywoodatmax. 24- See Note 2 AA, SBS-TA or 45.0; inch spans SMS Base equally spaced, staggered center rows APP-TA TA or APP-TA Glasbase; Flexiglas; Flintlastic Flmtfast 3 in. insulation Plates with Optional) BP - W-81 Min. 15/32-inch plywood at Base 20; Poly SMS Base; Ultra FlintFast #12 or #14; Trufast MP3 with DP 6-inch o.c. at 4-inch lap and 6-inch o.c. in three, AA, SBS-AA, SBS-AA, SBS- 97,5 max 24-inch spans Poly SMS Base; Yosemite or HD; OMG 3 in. Round Metal Plates with equally spaced', staggered center rows SBS-TA or TA or APP-TA OMG #14 HD APP-TA W 82 Min. 15/32-inch plywood at Flintlastic APP Base T OMG `3"in. Round Metal Plates with OMG 6-inch o.c. at 4-inch lap and 6-inch o.c. in three, APP-TA APP-TA 97.5 max 24-inch spans 14 HD equally spaced, staggered center rows. Min, 19/32-inch plywood at Glasbase;Flexiglas; Flintlastic 7-inch o:c. at 3-inch lap and 7-inch o.c. in three, BP -AA, SBS- SBS-AA, SBS- W-83 max 24-inch spans Base Poly SMS Base; Ultra See Note 2 equally spacedstaggered center rows AA, SBS-TA or TA or APP-TA 105. 0 Poly SMS Base; Yosemite APP-TA Min. 14/32-inch plywood at OMG 3'in. Round Metal' Plates with OMG 7- inch at 3-inch lap and 7-inch o.c. in three, W- 84 max 24-inch spans Flintlastic ARP Base T 14 HD or Dekfast Hex Plate with Dekfast equally spaced, staggered center rows APP- TA APP-TA 105.0 14 Flintfast 3 in. Insulation Plates with Optional) BP - Min. 15/32-inch plywood at Glasbase; Plexiglas-,.Flintlastic FlintFast # 12 or #14; Trufast MP3 with DP 6-inch o.c. at 4-inch lap and 5-inch o.c. in four, AA, SBS-AA, SBS-AA, SBS- W- 85 max 24-inch spans Base 20; Poly SMS Base; Ultra or HD; OMG 3 in. Round Metal Plates with equally spaced, staggered center rows SBS-TA or TA or APP-TA 127. 5 Poly SMS Base; Yosemite OMG #14 HD APP-TA W 86 Min. 15/32-inch plywood at Flintlastic APP Base T OMG 3 in. Round Metal Plates with OMG 6-inch o.c. at-4-inch lap and 6-inch o.c. in four, APP-TA APP-TA 127.5 max 24-inch spans 14 HD equally spaced, staggered center rows. TABLE 1F: WOOD DECKS- NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE F: NON -INSULATED, BONDED, ROOF' COVER System No. Deck See Note 1) Primer Roof Cover MDP ( psf) Base Ply Cap W- 87 Min. 19/32-inch plywood at max.24-inch spans FlintPrime:SA I SBS=SA Optional) SBS-SA SBS-SA 127.5 Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report 3520.03.04-R16 for FL2533-R15 Certificate of Authorization #9503 Revision 16: 10/14/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 16 of 58 City of Sanford Roof Permit Application Checklist All permit application packages must be complete prior to acceptance. You must check each box to the left o indicate n/a on this submittal. A complete application package shall include the following: Building Permit Application completed, signed and notarized. Application must include correct address and complete parcel I.D. number. Copy of applicable contractor's license issued by the State of Florida (if the contractor is the pplicant). A site specific notarized power of attorney shall be required from the licensed contractor if she/"she appoints an employee of his/her company to sign the permit application as the contractor. Certificate of insurance indicating worker's compensation insurance coverage and naming the City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of Florida (must be submitted with each application if contractor is the applicant). Completed and signed Owner Builder Statement / Affidavit (if the owner is the applicant). These guidelines were compiled to assist the applicant in preparing a roof permit application and may not be complete. The applicant is required to meet all City of Sanford, state, and federal code requirements. CITY OF SANFORD BUILDING SERVICES Residential Re -Roof Hurricane Mitigation Inspection Affidavit Permit #: 16 -Qeoo aS6 3 I, R E , f3 ,w•S, • hereby acknowledge that I personally inspected Roof deck nailing and/or V,Secondary water barrier work at 7 Y-N ea Jau S+-f-z and have determined that the work Job Site Address) was done according to the Hurricane Mitigation Retrofit Manual. (based on 553.844 F.S.) I certify that my statements herein are true and accurate to the best of my belief and that I fully understand that making any false statements in writing with the intent to mislead a public servant in the performance of his or her official duty shall constitute a misdemeanor of the second degree pursuant to Section 837.06 F.S. Si ature of Contractor Date Y _ to,;6• C.CC 13 D-5`t 8 Printed Name of Contractor License # License Type: General Building ResidentialX Roofing Contractor or any individual certified in accordance with F.S. 468 to make such an inspection. STATE OF FLORIDA COUNTY OF W. ,6 -'P S orn to (or affirmed) and subscribed before me this 2$ day of f P , , 20 1 L , by 6i -- C . Q) a ur`Tr , who is 1VPersonally Known to m roehas Produced (type of identification) as identification. SEAL) Sign ture of Notary blic State pf Florida O j y KRISTIN ANNE LACHAPELLE Cl NOTARY PUBLIC Print/Type/Stamp Name STATE OF FLORIDA Comm# FF040339 of Notary Public . `'E 16 Expires 8/3/2017 3