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HomeMy WebLinkAbout1216 Randolph Str ECEIVE MAR 14 2016 CITY OF SANFORD BUILDING & FIRE PREVENTION BC PERMIT APPLICATION Application No: 16 _ 7q 9 Documented Construction Value: S 5,782.00 Job Address: 1216 Randolph Street, Sanford, FL. 32771 Historic District: Yes No QParcelID: 31-19-31-504-0100-0120 Residential © Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: Roof Replacement FLAT ROOF ONLY - CertainTeed Flintastic SA - 7 sauares Plan Review Contact Person: Justin Shelton v 7managPhone• 321-441-2300 Fax• Title: R/ REmail: swilliams@collisroofing Property Owner Information Name Marsha Young Phone: 407-914-3223 Street: 1216 Randolph STreet, Resident of property? : City, State Zip: _ ' Sanford_ FL 32771 yes Contractor Information Name Collis Roofing, Inc.' Phone: 321-441-2300 Street: P.O Box 520668 Fax: 321-441-2313 City, State Zip: . Longwood, FL. 32752 State License No.: CCC058022 Architect/Engineer Information Name: n/a Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: n/a Mortgage Lender: n/a Address: Address: WARNING TO OWNtR: YOURFAILUk TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOURPAYINGTWICEFORIMPOVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAINFINANCING, CONSULT ITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OFCOMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation hascommencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. 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: 5'h Edition (2014) Florida Building Code 0 Revised June 30, 2015 Permit Application 1 r, NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watermanagementdistricts, 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 requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. 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 willbedoneincompliancewithallapplicablelawsregulatingconstructionandzoning. 3/10/2016SignatureofOwner/Agent Date Signatur of Contractor/Agent Date Print Owner/Agent's Name J Dou las LAnier Print Co act Agent' Q Signature of Notary -State of Florida Date X.0o `" STEPHANIE JOY WILLIAMS MY COMMISSION #EE847705 EXPIRES October 29, 2016 Owner/Agent is Personally Known to Me or o>> 3se-ot5a FlondallotaryService coin Produced ID or gent is Personally Known to Me orTypeofID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: BuildingEl Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # 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: FIRE: WASTE WATER: BUILDING:_ -q , ,7,7 —/ Revised June 30, 2015 Permit Application THIS INSTRUMENT PREPARED BY: Name: Stephanie Wiliams Address: Collis Roofing Inc EQ. Box 520E68 I angs ood FL ^2752 OT® CE OF COMMENCEMENT State of Florida County of Seminole Permit Number: Parcel ID Number: 17IARY4.114E hlOf;SEr %-111PIOLE t.OUhflYC'LE_RII, OF C.1 fi C.U1' 1 i'OUREEFiL.E-E Ra+,ti1;iCLERK,'Sf206l)?598`ERCilR1)L-1') 1i3: 3 ( ` ; " I U``ft - The undersigned hereby gives notice that improvement will be made to certain real property, and In accordance with Chapter713, Florida Statutes, the following information is provided in this Notice of Commencement Fee Simple Title Holder (if other than owner) Address: CONTRACTOR: Name. Collis Roofing, Inc. Address P.O. Box 520668, Longwood, FL. 32752 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served asprovidedbySection713.13(1)(b), Florida Statutes. Name: n/a 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 differentdateisspecified) WARNING TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENTARECONSIDEREDIMPROPERPAYMENTSUNDERCHAPTER713. PART I, SECTION 713.13, FLORIDASTATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY A NOTICEOFCOMMENCEMENTMUSTBERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORECOMMENCINGWORKORRECORDINGYOURNOTICEOFCOMMENCEMENT. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true tothebestofmyknowledgeandbelief. Ownei sSignaiV1 no 7 `1 Owners Printed Name Flonda 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 steed " r State of 1 County of J/'j )O `L' The foregooiinng instrument was acknowledged before me this by Il GU t Name of person making stateme OR who has produced identification Z' type of identification prodpc JOY WILLIAMS STEPHANIEiJly COMMISSION #EE847705 tf29, 2016 F •— . t;XPEXPIRES,October 39R- o153 FlOrd::N7t'dryServ ce.com day of i"!'/%l yl 20 A 17Who is personally known to me Ut o z 2 4, zor OZ3 Q ~ tz WdC0a UJ C; CO O N Q City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32771 Phone: 407.688.5150 Fax: 407.688.5152 Date: March 16, 2016 Contact Person: Justin Shelton Contact Phone Number: Contact E-mail: swilliamsncn ARCHITECTURAL PLAN REVIEW COMMENT Project: Roof Replacement Job Address: 1216 Randolph Street Application Number: 16-799 Contact Fax Number: l . Submit two sets of roofing plans for tapered roof system. 2. Plans must indicate slope and direction of drainage. 3. Florida Product Approval submitted must be highlighted for site specific installation. STRUCTURAL 1. No comment. MECHANICAL 1. No comment. PLUMBING 1. No comment. ELECTRICAL 1. No comment Please direct any questions you may have to Joy Deen at 407.688.5064 or fax to 407.688.5152. You may also contact me by e-mail at joy.deen@sanfordfl.gov. Respectfully, Joy Deen, Plans Examiner 3/8/2016 APE S811 WDLE COUNTY, FLORIDA Parcel: 31-19-31-504-0100-0120 SCPA Parcel View: 31-19-31-504-0100-0120 Property Record Card Parcel:31-19-31-504-0100-0120 Owner: YOUNG MARSHA L Property Address: 1216 RANDOLPH ST SANFORD, FL 32771-3981 Property Address: 1216 RANDOLPH ST Owner: YOUNG MARSHA L Mailing: 1216 RANDOLPH ST SANFORD, FL 32771-3981 Subdivision Name: BEL-AIR SANFORD Tax District: Sl-SANFORD Exemptions: 00-HOMESTEAD (1994) DOR Use Code: 01-SINGLE FAMILY Iq Ag et Value dj Value 4$37,069$36.811 mes Adj 1 Adj ue Tax Amount without SOH: $247.77 2015 Tax Bill Amount $240.37 Tax Estimator Save Our Homes Savings: $7.40 Does NOT INCLUDE Non Ad Valorem Assessments E 44 FT OF LOT 12 + W 29 FT OF LOT 13 BILK 1 BEL-AIR PB3PG79&79A Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 37,069 25,000$12,069Schools 37,069 25,0 00 12,069CitySanford 37,069 25,000 12,069 SJWM(Saint Johns Water Management) 37 069 25,000 12,069CountyBonds 37,069 25,000 12,069 kWARRANTY Date g Page Amount Qualified Vac/Imp EED 3/1/1982 01385 0701 23,500 Yes Improved EED 3/1/1981 01325 1083 100 No ImprovedFindComparableSaleswithinthisSubdivision Land Method Frontage DepthP Units Units Price Land Value FRONT FOOT & DEPTH 73 130 p 175.00 12,136 Building Information Description Year Built Actual/Effective Fixtures Base Area Total SF Living SF9 Ext Wall Ad] Value Rep[ Value Appendages 1 SINGLE FAMILY 1951 3 696 1,174 894 CONC BLOCK 24,4011 47,611 Description Area 1/2 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, ' Winter Springs Date: 3/10/2016 I hereby name and appoint: Ray Henderson an agent of: Collis Roofing, Inc. 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: 1216 Randolph Street, Sanford, FL. 32771 Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: J. Douglas Lanier State License Number: CCC058022 Signature of License Holder: STATE OF FLORIDA COUNTY OF Seminole The foregoing instrument was acknowledged before me this 10 day of March20016 , by J Douglas Lanier who is r personally knowntomeorowhohasproduced identification and who did (did not) to a ath. as Signat e Notary Seal) STEPHANIE JOY WILLIAMS y y? MY COMMISSION #EE847705 EXPIRES October 29, 2016 407) 398-0153 FlondallotaryService.com Rev. 08.12) Stephanie J. Williams Print or type name Notary Public - State of _ Commission No. My Commission Expires: 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 or indicate n/a on this submittal. A complete application package shall include the following: QQ Building Permit Application completed, signed and notarized. Application must include correct addressandcompleteparcelI.D. number. IN Copy of applicable contractor's license issued by the State of Florida (if the contractor is the applicant). C9 A site specific notarized power of attorney shall be required from the licensed contractor if he/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 ofSanfordascertificateholder, or a copy of a worker's compensation exemption issued by the State .ofFlorida (must be submitted with each application if contractor is the applicant). da Completed and signed Owner Builder Statement / Affidavit (if the owner is the applicant). These f>'llidPIU2PA worYo nn--;7-4 r.. .,....:,.• s7. _ _____ it _ _. . • _ Florida's Largest Residential Roofing Specialist! Longwood 321-441-2300 , p''Licensed 0 `Factory 1 Melbourne 321-751-8850OLLSt. Augustine 904-810-9657 Trained BBB. `0 'IriSIIYed, ,- Lakeland 863-682-5700 Factory-Certified nfo@collisroofing com • www collisrooftrsg comROOFING. Honda Stare Certified Contractoer#E C(CC058022rRooJng ROOFING CONSULTANT/ESTIMATOR / ESTIMATOR'S CELL PHONE Sa ` — l c7 PROPOSAL PREPARED FOR PHONE rQ ? t — - DATE l , L` NAME ('. o fl ,^ A WORK PHONE CELL PHONE STREET r n aCX `( E-MAIL CITY STATE ZIP JOB LOCATION CITY STATE ZIP EXISTING ROOF CONDITION r y; ' s ROOFING SOLUTION'#1, COMPLETE ROOF PREPARATION - SER ICES PROVIDED TO HELP YOU AVOID HASSLES AND TO PROTECT YOUR HOMECOL Financing Months same as Cash, _ % APR Manufacturer Warranty Year Full Workmanship Warranty PREPARATION 9 Pre -Inspection with our factory trained Project Managers. ctcJ Remove/Replace Enhanced Mfr's 15 Due care taken to protect home exterior, shrubs and landscaping. zFolxt-• Obtain and post local permits In accordance with local laws. T sWarranty, Color SP Style ° SYSTEM gl Remove existing roof system to expose decking. Customer Initials V 19 Inspect decking for rotten and/or deteriorated wood and replace as needed per pricing schedule below. Solution,#1 Subtotal $ 1 9 Renail roof deck per current codes COLLIS ROOFINGISOLUTION"#2 WOOD REPLACEMENT COSTS: Customer Initials Plywood $ per sheet, 1" decking $ Si per linear foot. Fascia (pine/spruce) (cedar) $ per linear foot. Manufacturer Warranty UNDERLAYMENT t Dry -In with e \t1+J ABC }1(y Year FUII Workmanship Warranty underlayment. Install rubberized leak barrier waterproof membrane in the foll wing areas. Remove/Replace Enhanced Mfr's Warranty Eaves Skylights Valleys Vent Pipes Chimney El Crickets Low Slope Other Color Style Install modified bitumen in dead valleys and low slope areas. eT Fl,c S-fCustomerInitials Solution #2 Subtotal FLASHINGS 1 1 Install color inch galvanized or aluminum metal drip edge at eaves & rake 1_ COL;LI&W FING,SOLUTION'#3' ' ' edges. Customer's Initials Install all new lead pipe boot flashings. Install'all new 26 gauge galvanized, pre -formed valley metal. Manufacturer Warranty Install all new galvanized kitchen and/or bath fan vents. Year Full Workmanship Warranty Replace skylight. Remove/Re lacep Enhanced VENTILATION Mfrs Warranty Install ridge vents # Shingle Over,,, Aluminum Color Style Install off ridge vents If Install other venting # Customer Initials - Color Custo6e slnitials "- Solution #3 Subtotal _'$ I. RIDGE Install premium highdefinition ridge -(require d by manufacturer for enhanced wind coverage) u c FLAT/ LOW'SLOPE;SYSTEM" A Install standard ridge CLEAN- UP i4 Magnetically sweep job site . . Clean out gutters , 25Haul away all debris to approved facility - Year Manufacturer, Warranty I Final Inspection performed by factory trained Project Manager 1@ Release of lien and writte n warranty provided at time _ of payment. Year II W orWarranty eaj PtNColor5P The contractor agrees to commence work hereunder within thirty (30) days after the last to occur of the following: StyIell t-*1F-C 1) the Contractor has received a notice to proceed from Customer Initials Y the Owner, and (2) the materials required are' available to Contractor.' Contractor agrees •to prosecute work thereafter to completion and to Flat /Low complete the work within a time, subject to such delays as is permissible under this contract. All Slope Subtotal $);reasonable material is guaranteed as specified. All work will be completed according to standard TOTAL• roofing practices. Any alteration or deviation from the above specifications involving extra costs will be executed only upon written order and will become' an extra charge item -over and above this agreement. Although we exercise all due caution, we cannot Solution Number $ be responsible for cracked driveways, damages from rain, hail, or any act of God. Any C $ leaks due to workmanship and materials occurring during the Guarantee period will be Flat /LowSlope $ repaired per our written Guarantee. Other $ In the event that any.conflict exists between any estimate of costs of construction and the terms of this Contract, this Contract shall be controlling. With proper notice to the Owner, Contractor may substitute materials that are equal in quality,to those specified Q TOTAL INVESTMENT t 6a ' OB if the Contractor deems it advisable to do so. Any 1) agreementor contract for repair, rebtoration, improvement, or construction to Customer Initials n residential real property must contain a written statement explaining the consumer's rights under the recovery fund, except where the value of all labor and materials does not exceed $ 2,500. The written statement must be substantially in the following form: FLORIDA HOMEOWNERS' CONSTRUCTION RECOVERY FUND This agreement constitutes the entire contract by and between Contractor and Owner and the parties are not bound by oral expression or representation by any party or agent of either parry. The above pricing, specifications and conditions are hereby accepted. Youareauthorizedtodotheworkasspecified. BALANCE IS DUE IN FULL AT TIME OF COMPLETION OF JOB. In case of late payment or default, a charge of 1.5% per month will apply on all balances over 30 days old. I agree that if Collis Roofing, Inc. is required to take any action to enforce this contract I shall pay Collis Roofing Inc.'s attorney fees and costs, whether or not a suit is filed. The price quoted for this proposal shall be good for thirty days or for such longer period at the sole option oftheContractor. DATE CUSTOMER SIGNATURE J Contract # 029691 5" J U M v A o PN L) H[ LiINAL „fin MRF407.65-r-]414 CR-U01 01/12 3/14/20122 Florida Building Code Online S_Oihess & Professional Regulation r F Florida Departments BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Search I usinesProd J ' LProfessiI : • USER: ucbllApprovalcUser a Regulation PERMIT 71- Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FLR15 OFFICL, sApplication Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/ Phone/Email Authorized Signature Technical Representative Address/ Phone/Email , Quality Assurance Representative Address/ Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) W CertainTeed Corporation -Roofing 18 Moores Road Malvern, PA 19355 610) 651-5847 mark. d.harner@saint-gobain.com Mark Harner mark. d.harner@saint-gobain.com Mark D. Harner 18 Moores Road Malvern, PA 19355 610) 651-5847 Mark. D.Harner@saint-gobain.com Roofing Modified Bitumen Roof System Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report - Hardcopy Received Robert Nieminen PE- 59166 U L LLC 07/ 03/2017 John W. Knezevich, PE O Validation Checklist - Hardcopy Received FL2533 R15 COI 2015 01 COI Ni minen Ddf Standard Year ASTM D6162 2000 ASTM D6163 2000 ASTM D6164 2005 ASTM D6222 2008 ASTM D6509 2009 FM 4470 1992 FM 4474 2004 Equivalence of Product Standards http.// www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgvwelwRFXRvHOHSbaIV%2f8EtEmwHMM94B91mwl8WsZJ72w%3d%3d 1/2 3/14/2016 Certified By Florida Building Code Online N Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products Method 1 Option D 10/19/2015 10/28/2015 10/28/2015 12/15/2015 02/04/2016 FL # Model, Number or Name Description 2533.1 Fllntlastic Modified Bitumen Modified Bitumen Roof Systems Roof Systems Limits of Use Installation Instructions Approved for use in HVHZ: No FL2533 R15 II 2015 10 FINAL Al ER CERTAINTEED 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 R15 AE 2015 10 FINAL ER CERTAINTEED MODBIT FL2533- R15.odfrelatestoonespecificsystem. Refer to the ER Appendix for all systems and max design Created by Independent Third Party: Yes pressures. Back Next j Contact Us 1940 North Monroe Street, Tallahassee FL 32399 Phone 850-487-1824 The State of Flonda is an AA/EEO employer. Copyright 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 mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which 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: securit AI&TRlcv MOM http://www.floridabuilding.orglprlpr_app dtl.aspx?param=wGEVXQwtDgvwelwRFXRvHOHSbalV°/o2f8EtEmwHMM94B91mwl8WsZJ72w%3d%3d 2/2 VTRINITYIERD' Table Deck Application Type Description Page 1A, Wood' New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded;Roof Cover 5-6 113 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 lE-2 Wood, New, Reroof (Tear -Off) or Recover E Non-Ihsulated, 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, BondedTop Insulation, Bonded Roof Cover 17-19 2B Steel or Conc., New, Reroof (Tear -Off) or,Rkciver C Mech..Attached Insulation„BondedRoof Coven 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 28-35 313 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)I F Non -Insulated, Bonded Roof Cover 36 4A LWIC New or Reroof (Tear -Off) A-1" Bonded Insulation, Bonded Roof Cover 37-38 4B LWIC New or Reroof (Tear -Off) A-2 Mech. AttachedArichor 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 58 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 CI Mech: Attached Insulation, Bonded Roof Cover 46 SD CWF New, Reroof (Tear -Off) E NonAnsulated, 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 50 6C Gypsum Reroof (Tear=Off) C Mech. Attached Insulation, Bonded Roof Cover' 50 6D Gypsum Re roof, (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 51' 7A Various Recover A71 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 AH1. 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 sliali 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 WtK 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 orFlaf Bottom Plate (Accutmc), OMG #12 Standard or HD with OMG tin. 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_orFlintFast #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 OMG' 3 in. Galvalume Steel Plate, Dekfast #14 or DekSpike with Hex Plate or 3" Round Insulation Plate, Trufast HD or CIF 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-R16 for FL2533-1315 Certificate of Authorization #9503, Revision, 161, 10/14/2015 Prepared by:. Robert Nieminen, PE=59166• Appendix 1, Page 1 of 58 TRJNITYJERD 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 CIArequirements of F:A.C. Rule 61G20-3 and is documented as meeting FBC 1505.1and, 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 (mechanicallyattached ,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 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- Stile (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-PGI): 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. (Nate„TITESET may be used where CR-20 is referenced). Note:- When multiple layers(s) of insulation and/or cov_erboard 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 tot'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-pb) @ 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 Adh_ esive (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 (09500):, 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 ACFoamhl) 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 exceedthe Zone;l 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 resistthe elevated pressure criteria: Commonly used 2' methods are RAS1,17 and FM LPDS 1-29. Assemblies marked with an asterisk* carry the limitations set forth in Section .2.T.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/aTrinityf ERD Evaluation Report 3520.03.04=1136 for FL2533-R15 Certificate of Authorization # 9503, Revision 16: 10/14/2015 Prepared by: Robert Nieminen, PE=59166 Appendix 1, Page 2 of 58 Q0TRINITY ErtD 11. For existing substrates'in a bonded recover or re -roof installation, the existing roof surface of existing roof deck shall be examined for compatibility' and bond performance with the selected adhesive, and thelexisting 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 L"P.DS 1-52, ANSI/SPRI IA-1 orTAS 124. 1-2.. Fori ecover 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. 1 ' -- r '_ ' CERTAINTEED FLINTLASTIC MODIFIED BRUMEN 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 Ply Flintglas,Ply Slieet Type IV; Flintglas Premium Ply Sheet Type VIApplied) BP-AA2 Base Yosemite,Venting Base Hot asphalt in 24-inch diameter spots in 30- Base, S of -As halt -A liedPPPP ) gridinchnd pattern BP-AA3 Base Yosemite,Venting Base Hot asphalt in 9-inch diameter spots ih 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 g903_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 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 BitumemAdhesive Brush at 1 gal/squareFlintlasticFRCap30; Flintlastic FR Cap'30_CoolStar; Flintlastic FR,Dua_I Cap; Flintlastic_FR=P; Flintlastic FR-P CoolStar;GradeCaPFlintlasticPremiumFR-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 PoIy, SMS Base; Flintlastic Ultra Poly SMS Base Ply Flintlastic Base 20; Flintlastic Poly SMS' Base; Flintlastic Ultra Poly SMS BaseiSBS-CA3 Millennium Hurricane Force Membrane Flintlastic Cap 30; Flintlastic Cap 30 CoolStar, Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; FlintlastirFR 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 CoolSiar; Flintlastic Premium GMS; Flintlastic Premium GMS CoolStar Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report 3520.03.04-1116 for FL2533-1115' Certificate of Authorization 49503 Revision 16: 10/14/2015' Prepared by: Robert Nieminen, PE=59166 Appendix 1, Page 3 of 58 i QOTRINITYIERD', TABLE lE-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 Cap No. See -Note 1) psq SELF -ADHERING SYSTEMS: ..- • .. - s•... w.. .. s... . . " - - ti 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 FlintP ime SA Flintfast 3 in. Insulation Plates with 6-inch o.c. at min. 2-inch lap and 6-inch o.c. in W 73 Min'. 15/32-inch plywood at Flintlastic SA NailBase FlintFast #12 or #14; Trufast MP3 with DP three, equally spaced, staggered center rows. Optional) SB5-SA 97.5* max 24-inch s ans. p or, HD; OMG 3 in. Round Metal Plates with Stress plates shall be primed with FlintPrime SB5-SA OMG #14-HD ASTM D41) primer or FlintPrime SA. Flintfast 3 in. Insulation Plates with, 6-inch o.c: atlmin: 2-inch lap and 6-inch o.c: in W 74 Min. 15/32-inch plywood at Flintlastic SA NailBase FlintFast #12 or #14; Trufast MP3 with DP four, equally spaced, staggered -'center rows.- Optional) max 24-inch spans or HD; OMG 3 in. Round Metal ,Plates,with Stress plates shall be primed with FlintPrime SBS-SA SBS-SA 127.5 OMG #14-HD ASTM D41) primer or FlintPrime SA. F.. F HYBRIDSYSTEMS: Y--- .W s =. - . . .. _. - _ . • v - ... mar ., . -`-- i Glasbase; Flexiglas; Flintlastic Flintfast 3 in. Insulation Plates with, 6-inch o:c: at 4-inch lap and 6-inch o.c. in three, W 75 Min. 15/32-inch plywood at Base Poly SMS Base; Ultra FlintFast #12 or #14; Trufast MP3 with DP equally spaced, staggered center rows. Stress SBS-SA-H SBS-AA, SBS- 97.5max24-inch spans Poly SMS Base or HD; OMG 3 in: Round Metal Plates with plates shall be primed with FlintPrime (ASTM TA or APP-TA OMG #14 HD D41) primer or FlintPrime SA. W 76 Min. 19 32-inch Iplywood at Glasbase; Flexiglas; Flintlastic Base 20;' Poly SMS Base; Ultra See Note 2 7-inch o.c. at 3-inch lap and 7-inch o.c. in three, SBS-SA-H SBS-AA, SBS- 105.0, max 24-inch'spans Poly SMS Basei equally spaced, staggered center rows TA or APP-TA Glasbase Plexiglas; Flintlastic Flintfast 3 in. Insulation Plates with 6-inch o:c. at 47inch lap and 6-inch o.c: in four, W-77 Min. 15/32-inch plywood at Base 20;, Poly SMS Base; Ultra. FlintFast-#12 or #14- Trufast MP3 with DP equally spaced, staggered center rows. Stress SBS-SA-H SBS-AA, SBS- 127.5max24-inch spans Poly SMS Base or HD; OMG 3 in: Round Metal Plates with plates shall be primed with'FlintPrime (ASTM TA' or APP-TA' OMG-#14 HD D41) primer or FlintPrime SA., CONVENTIONALSYSTEMS ~ - L i .-.- •~ - - - _. - * C _- o ' " ' • ` W-78 Min. 23/32-inch exterior grade plywood at max. 24- P Yw Glasbase; All Weather/Empire Base; See Note 2 12-inch o.c. at 4-inch lap and 36-inch o.c. in two, BP -AA, SBS= SBS-AA,,SBS= iinch spans Flexiglas Base; Flintlastic Base equally spaced, staggered rows AA; SBS-TA or TA or APP-TA 30.0* 20; Yosemite APP-TA W-79 Min. 23/32-inch exterior grade,plywood at max. 24- Glasbase; All Weather/Empire Base; See Note 2 12-inch o.c. at 4-inch lap and 24-inch o.c. in two, BP -AA, SBS- AA, SBS-AA, SBS- inch spans Flexiglas Base;. Flintlastic Base equally spaced, staggered center'rows'. SBS TA or TA or APP-TA 45.0* 20; Yosemite APP-TA Exterior Research and Design, LLC. d/b/a ThnitylERD Certificate of Authorization' #9503 Prepared by: Robert Nieminen, PE-59166' Evaluation Report 3520.03.04-R16 for FL2533-R15 Revision 16- 10/14/2015' Appendix V Page 15 of 58 X X 0 N X 1::,-- 201 011 69404>-Orlando-Collis-1216 Randolph St-1-04-16 M X X M. J i Project Information Contractor Name: Collis Project Name 1216 Randolph St Taper Slope: 114 Cricket Slope: NIA Total Squares Handled: 9.60 Total Squares Applied: 7.12 Total Area of Roof: 6.20 Total Area Tapered: 6.20 Area of Non -Tapered: 0.00 total Area of Crickets: 0.00 Overage R-Value: 9.44 raper Minimum: 0.50 raper Maximum: 3.50 ric ket Minimum: 0.00 ricket Maximum: 0.00 Aaterial Used: ISO AW smi?, Distribution 71— d.Dw' eqs are WoviOf feley to 0O —ll tUl—. eN t,W-1. of IAA c nef inaublAntr..t <rto panels, a W fill, CabRipns !KD a; D,tMLmnNte, a neVuetion SRSVA, IMO cenaiuern a rot tM .1 SRS .espen..e5y of Mmt—ra.,u«,. Drawing Number: 6940- D S :zs Distribution lob Information: Tapered System Quote Average R-Value: 9.44 Squares Handled: 9.60 Quote Price:' Squares Applied: 7.12 Unless noted below: Base and overlay insulation (if any) are NOT included in this quotation. Material: ISO Tapered Area (Sq): 6.20 Cricket Area (Sq): 0.00 Total Roof Area (Sq): 6.20 Min Start (in.): 0.50 Min (in.): N/A Area Non -Tapered (Sq): N/A Max (in.): 3.50 Max (in.): N/A Slope (in/ft): 1/4 Slope(in/ft): N/A rtes: I*— 2'0 ' 0 " --DI 0 r SRS Distribution (SRS) warrants that the material quantities recited herein are accurate, based upon the details and specifications listed above. SRS disclaims any other warranty which may arise from reliance upon the information contained in this quote, express or implied. In providing this information SRS assumes NO responsibility for, and specifically rejects, any claim which may seek reimbursement for loss or damage relating to such costs as excessive handling, labor, asphalt usage, overhead or profit, or other potential damage which may result from the use of the information provided herein. Taper System Cut List Average R-Volue: 9.44 Includes tapered and non tapered INSULATED sections( Squares Handled: 9.60 Squares Applied: 7.12 Total Board Feet: 137600 Distribution Unless noted below: Base and overlay insulation (if any) are NOT Included in this quotation. Job Information: Project: 1216 Randolph Si Drawing #: 6940-D Contractor: Collis Date: 3/4/2016 System Information: Material: ISO Tapered Area (Sq): 620 Cricket Area (Sq): N/A Total Roof Area (Sq): 6.20 Min Start (in.): 0.50 Min (in.): N/A Non -Tapered Area w/ Insulation(Sq): N/A Max (in.): 3.50 Max (in.): N/A Non -Tapered Area w/o Insulation (Sq): N/A Slope (in/It): 1/4 Slope(in/11): N/A Notes: r„r i;.i- Board Quantity Length (Ft) Width (Ft) Slope Sgtt Board Fi Bundles Material Field Taper r X 34 4 4 1/4 544 544 '0.71 ISO Y 20 4 4 1 /4 320 640 0.83 ISO Fill 2 6 4 4 FLAT 96 192 0.25 ISO File Name: 6940-D-Orlando-Collis-I216 Randolph St-3-04-16 SAS Distribution (SRS) warrants that the material quantities recited herein are accurate, based upon the details and specifications listed above. SAS disclaims any other warranty which may arlse from reliance upon the Information contained In this quote, express or Implied. In providing this Information SAS assumes NO responsibility for, and specifically rejects, any claim which may seekielmbursementforlossordamagerelatingtosuchcostsasexcessivehandling, labor, asphalt usage, overhead or profit, or other potential damage which may result from the use of the Information provided herein. INSPECTION SEQUENCE BP# 16-799 ADDRESS: 1216 Randolph Street BUILDING PERMIT Min Max Inspection Description Footer / Setback Stemwall Slab / Mono Slab Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof - 10 Roof Dry In Frame 20 Tapered insulation in progress Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Building Ceiling Air Barrier Insulation Roof (Com'l) Building Ceiling Grid 1000 Final Roof Final Stucco / Siding Final Insulation Final Firewall Final Door Final Window Final Utility Building Final Screen Structure Final Pool Screen Enclosure Pre -Demo Final Demo Final Single Family Residence Final Commercial — Final Commercial — Addition / Alteration Final Commercial — Change of Use Final Building (Other) ELECTRICAL PERMIT Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Ceiling Rough Electric Wall Rough Electric Rough Pre -Power Final Temporary Pole Electric Final PLUMBING PERMIT Min Max Inspection Description Rough Plumb Plumbing Underground Plumbing 2nd Rough Plumbing Tubset Plumbing Sewer Plumbing Grease Trap Rough Plumbing Steam / Chill Water Rough Plumbing Final MECHANICAL PERMIT Min Max Inspection Description Mechanical Rough Mechanical Fire Damper Framing Mechanical Ceiling Rough Mechanical Fire Damper Annular Space Mechanical Insulation Wrap Mechanical Fire Damper Angle Light / Water Test Ck Welds Mechanical Grease Duct Wrap Mechanical Final REVISED: June 2014