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Home My WebLink About2529 El Portal Avetr sr r 2016 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 3 5'oo Job Address: 5_ 4 9 9L PorM A y6 Ojfid_, Historic District: Yes No a Parcel ID: 0i -J0 -30-504-2q00 - M qo Residential 2"Commercial Type of Work: New Addition Alteration 11Repair Demo Change of Use Move Description of Work: re -roP 6ay Vla rot Plan Review Contact Person: Dare/" Phone: qM a(O5 ;G IS Fax: Title: Email: VYl l tats)+ n 6D crt• rr Acid-, Property Owner Information Name`f' ose- Phone: Street: '2-62 q f L Por a ( Aug Resident of property? Ve,5 City, State Zip: !QY1 )rc( c3-7.3 Contractor Information i Name Y" k), r I owc, + %w Phone: L{O'7 a&5,7 oda, (S - Street: 20 5 Tea K UJOGd. 0- Fax: City, State Zip: La, tCt 01Q /L4 Ft N 7V(P State License No.: 0JC0 bvl, Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: 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: 5' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application J NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of N° 4w, -State of Florida Me DORENE L P A4'$'.'v1* B0Wed MY COMMISSION # FF 2218VEXPIRES: June 24, 2019 N Budget Nota rySniaesOwner/Agent is ersonally Known to Me or Produced ID Type of ID Signnaattuuje of Contractor/Agent Date Print Contractor/Agent's Name v9 z l Signa ure of Notary -State of Florida Da / Y pu'- ROBERTV.MALONEY IW COMMISSION # FF 917403 EXPIRES: October 12, 2019wlI r',;'r BoNAThruBudgetNotarySmft 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: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application Property Record Card Parcel: 01-20-30-504-2400-0290 Owner: REID ROSE M LIFE EST (MONHOLLEN PATTI) ecv Property Address: 2529 EL PORTAL AVE SANFORD, FL 32771 cel Information Parcel 01-20-30-504-2400-0290 Owner REID ROSE M LIFE EST (MONHOLLEN PATTI) Property Address 2529 EL PORTAL AVE SANFORD, FL 32771 Mailing 2529 EL PORTAL AVE SANFORD, FL 32773-5051 Subdivision Name DREAMWOLD Tax District S1-SANFORD DOR Use Code 01 -SINGLE FAMILY Exemptions 00-HOMESTEAD(1994) Legal Description LOT 29 BLK 24 DREAMWOLD PB 3 PG 90 Taxes Value Summary Assessment Value Exempt Values 2016 Working 2015 Certified Values Values Valuation Method Cost/Market Cost/Market Schools 58,480 Number of Buildings 1 Depreciated Bldg Value $51,991 1 51,688 Depreciated EXFT Value Land Value (Market) $12,000 10,000 Land Value Ag 58,480 Just/Market Value " $63 991 61,688 Portability Adj 58,480 , Save Our Homes Adj $5,511 j $3,615 Amendment 1 Adj j P&G Adj $0 0 073AssessedValue $58,480 58 Tax Amount without SOH: $471.00 2015 Tax Bill Amount $443.00 Tax Estimator Save Our Homes Savings: $28.00 TRIM Notice Help Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value Book County General Fund 58,480 ! 58,480 `— 0 Schools 58,480 25,500 i 32,980 City Sanford 58,480 — 33,980 f 24,500 SJWM(SaintJohns Water Management) 58,480 33,980 1 _ 24,500 County Bonds 58,480 , 33,980 24,500 Sales Description Date Book Page Amount Qualified Vac/Imp WARRANTY DEED 6/1/2011 07589 1176 100 , No Improved WARRANTY DEED i 1/1/1977 01124 1249 17,000 Yes I Improved — Find Comparable Sales Land Method Frontage Depth ( Units Units Price Land Value LOT 0.00 0.00 1 $12,000.00: $12,000 buiming mrormaiion Is Bed/Bath count incorrect? Click Here Description Year Built Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Adj Value Repl Value Appendages Actual/Effective 1 SINGLE 1969 3 3 1_0 1,232 1,924 1,232 BRICK $51,991 $71,221 i Description Area Ut<`C ww 3C<-tIlt t.i w 5 i C I Faii t C L;s4 , i tt Pfiuwic407,161. ?t" Lake tial). Vit_ 46 at(lsii tr j a cetF7t? r8i.a.a r Date o rSt{ rt tf°, :. @ RNa r - Custiorner Name, § P C al ..e -s ,huh Pti tIlr City, staf,I. zip. CV51 CePir. ,. kap............e..:...._....,.-,.._a,._......... D, a Rtr'tlioVe e- 15iiiNa 4 1'161 i E 3 1^f P F I rpt: ditied k'atapi%1P• 17G Coid-RecK,e fi'a HIUT off,a#i rof;ro de t g r mage an(' r A, New # ,,! 310 Ply felt S, New ptttiimbing l ovtr CW k tl:l rl C`, eft ),'~ roliej =Cl Am,,t' ° : i#' ` E; Ni)w 26 gauge Ewi drip w rs.E ta$s tl i ricitat >>n is 5 f, nzOloq decking gF'wsicfT,ami illi, Cf',,F3 t",i r0en `?r,C+ "i. 'i7ait5delS G PUS $65,0t) P -i- 410W, `P4i r Man, 2 mranrI5 a,,( NOTA;. 7ZmpidCcement of ri)ften .wood mils not ccn%Ni iat anyslbynOd :J:-J:,ittii'?rl`'?LI Mi'., Od, iUM rotf4n, i Repan, ?Y2. -",ib{lt.~1 1x4 slkyjfqhv, m fl f# sti'"6 1;n'7cs' F3fFilei C,;eft New C:#3i riney Ca anst3li new roofY - . rt t,ife;t,tf f Eft: tlirarsa Color SFr aulac*u rer V!!l cP,.l't7en! ,,W CiC`,4cs of IQoi itril,i Valis?ys. kIJP i, not, tesvonsiwe fur refs-ieavc3t.te3&iC: is iarparlf t L rk e.:,. u't??C?v?t{1..iVli"?it lE't'1 tii11R5r; l3. Cafz7rltFi t°i tti?t1.:= iatE:°17£r` R# Un7irkUCfiiti#dttlntiiitD, E rpt: ditied k'atapi%1P• 17G Coid-RecK,e fi'a aflt.rvteii #nr{nuc-{ir~n, r If.UFi ! tld?tit eS t1Ut 1713Ct£ underme t f- P4 andeQll, ,t SFId + 3ntt 7;t r fj tfi ,3i+/e tile. h ill iQ #?{ i iff f in stye P-tiPVe Me171poned prAt emy and a $nance"rrtlam,9 of 5% Dot Month will be o dlifici tG ihC unpaid ,$3'%k, our`ta..i0 C.f ys from ;t n t' S!u,;t, ttlie agreeo j+,jyt ent Cit ihi,S Q`A?W.Ft c... Sht:;ud cil ct=nn by n6crs ary, the taersnn rat tWS contract Shali, Pay ai4,wu17 cast$_Igaerie y ` It # #yes f##' say.„ Ttat f,: rtr e t Is va;+ti rt7rn c rst rrnrth ftv'rr it1r= tf to ui €l tin• 31u -a pr vW i , J{? r l,y' i t ,sf'kl ilt" Pik<, a f „ dart c(x e,t v ; yt Nod 1 e propose to furnish tt;v-. kivEf; mpt'le 6 six.,`4rdacice vAlti t`if} r3Ut3'v' terlSi:x fDr'1#`#3 L rk THIS INSTRUMENT PREPARED BY: Name: DORENE PENHALIGON Address: 208 TEAKWOOD COURT tAKIF MARY, F -r- 32746 NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number: MARYANNE MORSE? SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BK 8775 Ps 109 (1Pss) CLERK'S : 2016101091 RECORDED 09/27/2014 01:59:' J`i P11 RECORDING FEES $10.00 RECORDED BY Jeckenro Parcel ID Number: 01-20-30-504-2400-0290 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. DI,ff TP9T6p kF2PRRP_E.f3`CY.: ILeraa11 rffiOJT 9f Urgly and street address if available) 2b29 EL l.1I 1 PUR I ALuKtVENUE:t UVF ,, y 9T RALR08FCRIPTION OF IMPROVEMENT: OWNER INFORMATION: Name: ROSE REID Address: 2529 EL PORTAL AVENUE SANFORD, FL 32773-5051 Fee Simple Title Holder (if other than owner) Name: CONTRACTOR: Name: MJP WINDOWS & CONSTRUCTION, INC. Address: 208 TEAKWOOD COURT LAKE MARY, FL 32746 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: Address: In addition to himself, Owner Designates of To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. coExpirationDateofNoticeofCommencement (The expiration date is 1 year from date of recording unless a different date is specified) O cV 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 I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. Arc°J NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIR SToZ=: moi INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY o ,, 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 to the best of my knowledge and belief. Q Qtu0 i ROSE REID 1200Owner's Signature Owner's Printed Name Q Florida Statute 713.13(1)(g): " The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead." Z it Q Z =) cc O O State of fy L 1r ( l County of _ J yY 17 j7 r , v « z The foregoing instrument was acknowledged before me this day of zoLULL V' ase, u `Z` 0 0. aby .Who is personally known to me Name of person making statement u 0vN m OR who has produced identification type of identification produced: 1 Y Pia l• MY COMMISSION # Ff 721832DORENE L PENHALIGON iow/ EXPIRES: Juste 24.2019 Notary Signature BmdedThruBudget Notary S0111 s 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 Roofing Modified Bitumen Roof System Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer J Evaluation Report - Hardcopy Received Robert Nieminen J DING PE -59166 D UL LLC Sovop 07/03/2017 John W. Knezevich, PE FPAR Validation Checklist - Hardcopy Received 1 FL2533 R13 COI 2015 01 COI Nieminen.i)a# 1 6 - 2 6 3 1 Referenced Standard and Year (of Standard) Standard Year ASTM D6162 2 3/2015, ASTM D6163 Florida Building Code Online; ASTM D6164 2005 ASTM D6222 2008 ASTM D6509 2009 FM 4470 1992 FM 4474 2004 Equivalence of Product Standards httn¢•f/8nrirlahiiiidina.ora/or/or apo ctl.asax?param=wGEVXQwtDgvwelwRFXRvHOHSbaiV%2f8Et5lwOz7uDXUx7%2brOS3QjWywp/e3d%3d 1/2 e a o p e RECORD COPYe BCIS Home tog In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Busines. * Professional sl USER- ProductApproval gegulation IMM Product Avowal Menu > Product or Application Search > AAnolication List > Application Detail r, FL # FL2533-R13 SANFORD BUILDING DIVISION Application Type Revision A PERMIT ISSUED SHALL BE CONSTRUED TO BE A Code Version 2014 LICENSE TO PROCEED WITH THE WORK AND NOT AS Application Status Approved AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT Comments THE BUILDING OFFICIAL FROM THEREAFTER Archived REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE Product Manufacturer CertainTeed Corporation-Roofing Address/Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 mark.d.harner@saint-gobain.com Authorized Signature Mark Harrier mark.d.harner@saint-gobain.com REVIEWED FOR CODE COMPLIANCE Technical Representative Mark D. Harrier PLAEXAMINERNS Address/Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 DATE Mark.D.Harner@saint-gobain.com 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 Roofing Modified Bitumen Roof System Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer J Evaluation Report - Hardcopy Received Robert Nieminen J DING PE -59166 D UL LLC Sovop 07/03/2017 John W. Knezevich, PE FPAR Validation Checklist - Hardcopy Received 1 FL2533 R13 COI 2015 01 COI Nieminen.i)a# 1 6 - 2 6 3 1 Referenced Standard and Year (of Standard) 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 httn¢•f/8nrirlahiiiidina.ora/or/or apo ctl.asax?param=wGEVXQwtDgvwelwRFXRvHOHSbaiV%2f8Et5lwOz7uDXUx7%2brOS3QjWywp/e3d%3d 1/2 8124/2015 Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Building Code Online Method 1 Option D 03/16/2015 04/07/2015 04/11/2015 06/23/2015 FL # Model, Number or Name Description 2533.1 Flintlastic Modified Bitumen Modified Bitumen Roof Systems Roof Systems Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes1R FL2533 R13 11 -2015 03 FINAL2 Al ER CERTAINTEED MODBIT FL253.Ddf Verified By: Robert Nieminen, PE PE -59166ImpactResistant: N/A Design Pressure: +N/A/ -630 Created by Independent Third Party: YesOther: 1.) Refer to ER Section 5 for Limits of Evaluation Reports Use. 2.) The design pressure noted in this application relates to one specific system. Refer FL2533 R13 AE 2Q15 03 FINAL2 ER CERTAINTEED MODBIT FL2533 R13.pdf Created by Independent Third Party: Yes to the ER Appendix for all systems and max design pressures. EJ Contact ::_1940_North-Monro -Street—Tallahassee-FI-32399-phone:-850-48F1824 The State of Florida is an AA/EEO employer. Coovrloht 2007-2013 State of Florida :: Privacy Statement :: Accessibillty Statement :: Refund Statemer 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 electronicmalltothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an emall address if they haveone. 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 apersonaladdress, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter455, F.S., please click here. Product Approval Accepts: FCP__ 99 Credit— CAFE ittpsJ/floridabuilding.org/pr/pr app dU.aspx?param=wGEVXQwtDgvwelwRFXRvHOHSbalV%2f8Et5lwOz7uDXUx7%2brOS3QjWyw%3d%3d 212 TRINITYJERD u ni i rHa.ni ILIY I;w,(LtjV IRCIVILIYAJi Table Deck Applicatia 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 g -g 1D Wood New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded,Roof Cover 10-12 1E-1 Wood New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded.Roof Cover 13-15 1E-2 Wood New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 16-17 1F Wood New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 17 2A Steel or Conc. New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof.Cover 18-20 2B Steel or Conc. New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof. Cover 21-25 2C Steel or Conc. New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 26-28 3A Concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 2946 3B Concrete New or Reroof (Tear -Off) A-3 Bonded Temp Roof/Vapor Barrier, Bonded Insulation, Bonded Roof Cover 37 3C Concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 37 4A LWIC New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 38-39 4B LWIC New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, BondedRoofCover 40 4C LWIC New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded.Roof Cover 41-44 SA 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 C Mech. Attached Insulation, Bonded Roof Cover 46 SD CWF New, Re roof .(Tea r -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 47 6A Gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover qg-qg 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 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 78 Various Recover F Non -Insulated, Bonded Roof Cover 58 The following notes apply to thesystems outlined herein: I 1. The roof system evaluation herein pertains to above -deck roof components. Roof decks shall be in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Unless otherwise noted, fasteners and stress plates for insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements: Wood Deck: OMG #14 Roofgrip with Flat Bottom Plate(Accutrac), CMG HD with OMG 3 in. Galvalume Steel Plate, Dekfast#14 with Hex Plate or 3" Round Insulation Plate, Trufast HD with Trufast 3" Metal Insulation Plates or FlintFast #14 Fastener with FlintFast 3" Insulation Plates. Minimum 0.75 -inch plywood penetration or minimum 1 -inch wood plank. embedment. Steel Deck: OMG #12 or#14 Roofgrip with Recessed or Flat Bottom Plate (Accutrac),1 OMG #12 Standard or HD with CMG 3 in. Galvalume Steel Plate, Dekfast#12 or #14 with Hex Plate or 3" Round Insulation Plate, Trufast DP or HD with Trufast 3" Metal Insulation Plates or FlintFast #12 or #14 Fastener with FlintFast 3" Insulation Plates. Minimum 0:75 -inch steel penetration and engage the top flute of the steel deck. Concrete Deck: CMG #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.publisheId installation instructions. Exterior Research and Design, LLC. d/b/a Trinityl ERD Evaluation Report 3520.03.04-1117 for FL2533-1116 Certificate of Authorization #9503 Revision 17:02/04/2016 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 1 of 58 UTRINITYJ ERD 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. 6. Minimum 200 psi, minimum 2 -inch lightweight insulating concrete may be substituted fc whereby the base sheet fasteners are installed through the LWIC to engage the structural! concrete deck listings. Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or be published instructions. Hot asphalt (HA): Full coverage at 25• Ashland Pliodeck (A -PD): Continuous 0.75 in( Dow Insta-Stik..(D-1S): Continuous 0.75 to Dow Spray -N -Grip (D -SG): Full coverage Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to Millennium PG -1 Pump Grade Adhesive (M-PG1): Continuous 0.5 to 0 OMG OlyBond 500 or OlyBond Green (08500): Continuous 0.75 -in( D 3M CR -20: Continuous 2.5 to 3 Note: When multiple layers(s) of insulation and/or coverboard are installed in ribbon -applied c Note: The maximum edge distance from the adhesive ribbon to the edge of the.insulation boos Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickn the following Maximum Design Pressure (MDP) limitations. In no case shall these values b listed for a particular system in the tables, then the thinner board listed below may be used Ashland Pliodeck (A -PD) @ 12 -inch o.c. MDP -105.0 p- Ashland Pliodeck (A -PD) @ 6 -inch o.c. MDP -277.5 ps Dow Insta-Stik (D -IS): MDP -120.0 ps Millennium One Step Foamable Adhesive (M-OSFA): MDP -157.5 ps Millennium PG. -1 Pump Grade Adhesive (M-PG1):. MDP -157.5 ps OMG OlyBond:500 (OB500): MDP -45.0 ps D OMG OlyBond 500 (OB500): MDP -187.5 ps OMG OlyBond 500 (06500): MDP -315.0 ps OMG OlyBond 500 (OB500): MDP -487.5 ps 3M CR -20: MDP -117.5 ps 7. Bonded polyisocyanu rate. insulation boards shall be maximum 4 x 4 ft. 8. For mechanically attached componentsorpartially bonded insulation, the maximum desig accordance with FBC Chapter 16, and Zones 2 and 3 shall employ an attachment density methods are RAS 117 and FM LPDS 1-29. Assemblies marked with an asterisk* carry the lir 9. For fully bonded assemblies, the maximum design pressure for the selected assembly sh rational analysis is permitted. 10. For mechanically attached components over existing decks, fasteners shall be tested in tF comparison to the minimum requirements for the system. Testing and, analysis shall be in i Exterior Research and Design, LLC. d/b/a Trinity ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 rigid insulation board for System Type D (mechanically attached base sheet, bonded roof.cover),. el or concrete deck. The structural deck shall be of equal or greater configuration to the steel and. d width is at the time of application; the ribbons/beads shall expand as noted in the manufacturer's lbs/square wide ribbons, 12 -inch o.c. Ribbons of subsequent layers shall be perpendicular to those.in the layer below. inch wide ribbons, 12 -inch o.c. 5 -inch wide ribbons, 12 -inch o.c. 5 -inch wide ribbons, 12 -inch o.c. wide ribbons, 12 -inch o.c. (PaceCartorSpotShot) nch wide ribbons, 12 -inch o.c. (Note: TITESET may be used where CR -20 is referenced). hesive, adhesive ribbons shall be staggered from layer -to -layer a distance of one-half the ribbon spacing. shall be not less than one-half the specified ribbons spacing. ss noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with used to 'Increase' the MDP listings in the tables; rather.if MDP listing below meets or exceeds that s a drop-in for the equivalent thicker material listed in the table: Min. 1.0 -inch) Min. 1.0 -inch) Min. 1.0 -inch) Min. 1.0 -inch) Min. 1.0 -inch) Min. 0.5 -inch Multi -Max FA3) Min. 0.5 -inch ISO 95+ GL) Min. 0.5 -inch ENRGY 3) Min. 0.5 -inch ACFoam II) Min. 1.0 -inch) pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in signed by a qualified design professional to resist -the elevated pressure criteria. Commonly used ations set forth in Section 2.2:1.5.1(a) of FM LPDS 1-29 for Zone 2/3 enhancements. I meet or exceed critical design pressure determined in accordance with FBC Chapter 16, and no existing deck for withdrawal resistance. A qualified design professional shall review the data for ordance with TAS 105 or ANSI/SPRI FX -1. Evaluation Report 3520.03.04-1117 for FL2533-R16 Revision 17: 02/04/2016 Appendix 1, Page 2 of 58 UT-RINITYI 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 roofs stem (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 Iapplications. w.2 k....._e.as Reference Layer ww...,...a,. :-. ...w:oaa>..,-'-:x :.. .:.-,-... ,.. Ys-._ CERTAINTEED FLINTWSTIG® MODIFIED:BITUMEN COMPONENTS`&i Piw:'SYes....#....,::.....»„_......,».s.d........ ._. `..f4_.:.u.. ....e., .-............:....:.... __. ,. . A.. PLIfAT10NxMETHODS.'°is' Material IM -. .: .. Application BP -AA Base Glasbase; All Weather/Empire Base; Flexiglas Base;lFlintlastic Base 20 Base and Ply sheets, Asphalt- Applied) Hot asphalt at 20-40 lbs/squarePlyFlintglasPlySheetTypeIV; Flintglas Premium Ply Sheet Type VI BP-AA2 Base, Spot -Asphalt -Applied) Base Yosemite Venting Base I Hot asphalt in 24 -inch diameterspots in 30- inch grid pattern BP-AA3 Base, Spot -Asphalt -Applied) Base Yosemite Venting Base Hot asphalt in 9 -inch diameter spots in grid pattern noted herein. BP-AA4 Base, Strip -Asphalt -Applied) Base Yosemite Venting Base Hot asphalt in 9 -inch wide ribbons spaced as noted herein. BP-CA2 Base/Ply Glasbase; All Weather/Empire Base; Flexiglas Base;lFlintlastic Base 20 Henry #1903 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 Cap Flintlastic Cap 30; FlintlasticCap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual Cap; Flintlastic FR -P; Flintlastic FR -P CoolStar; Flintlastic Premium FR -P; Flintlastic Premium FR -P CoolStar; SBS, Asphalt -Applied) Hot asphalt at 20-40 lbs/square 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 ColdNote: Base ply cures overnight prior to application of the cap ply. SBS, Cold -Applied) Process Modified Bitumen Adhesive Brush Grade at 1 gal/squareCapFlintlasticFRCap,30; 0; Flintlastic FR Cap 30 CoolStar; (Flintlastic FR Dual Cap; Flintlastic FR -P; Flintlastic FR -P CoolStar; Flintlastic Premium FR -P; Flintlastic Premium FR -P CoolStar Base Flintlastic Base20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base SBS-CA2 Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Cap Flintlastic Cap 30; Fll.ntlastic Cap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual Cap; Flintlastic FR -P; Flintlastic FR -P CoolStar; Flintlastic Premium FR -P; Flintlastic Premium FR -P, CoolStar; SBS, Cold -Applied) Henry #903 Adhesive at 1.5 gal/square. 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 SBS, Cold -Applied) Millennium Hurricane Force Membrane Adhesive, beads spaced 6 -inch o:c. Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Cap Flintlastic Cap 30; Flintlastic Cap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual 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 TrinityI ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.04-R17 for FL2533-R16 Revision 17:02/04/2016 Appendix 1, Page 3 of 58 QOTRINITYIERD v;Is ay, CERTAINTEEDbFUNTLASTIG, MODIFIED BRUMEN COMPONENTS°&APPLICATION;METH D '- t .....> . .. ,.?(CONTINUED)Lv °. :: a'u% rrai k3 =ar > % x '• +' L`'*.+.r * 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 SBS, Torch -Applied) Torch -AppliedFlintlasticFRCap30T; Flintlastic FR Cap 30 T CoolStar; Flintlastic GTS; Flintlastic GTS CoolStar; Flintlastic GTS -FR; Ca P Flintlastic GTS -FR CoolStar; FlintClad Base Flintlastic APP Base T; Flintlastic STA; Flintlastic STA PlusAPP -TA APP, Torch -Applied) Torch -AppliedCaCapFlintlasticSTA; Flintlastic STA Plus; Flintlastic GTA; lintlastic 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 Adhering Systems) Self Base Flintlastic SA PlyBase; Flintlastic SA Mid PlySBS -SA 585, Self -Adhering) Self -AdheringPlyyFlintlasticSAPIBase; Flintlastic SA Mid PI y 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 (Me 15. "MDP" =Maximum Design Pressure is the result of testing for wind load resistance based Exterior Research and Design, LLC. d/b/a Trinityl ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 fly Attached Base Sheet, Bonded Roof Cover). allowable wind loads. Refer to FBC 1609 for determination of design wind loads. Evaluation Report 3520.03.04-1117 for FL2533-R16 Revision 17: 02/04/2016 Appendix 1, Page 4 of 58 Fj Or., TRINITY ERD i TABLE 1E-1: WOOD DECKS—NEW CONSTRUCTION OR REROOF (TEAR -OFF) I SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck Base Sheet Roof CoverII No. See Note 1) MDP (psf) Base Fasteners Attach Ply Cap SELF -ADHERING SYSTEMS: Min. 15/32 -inch plywood at max Min. 1 -inch long, 12 ga. 6 -inch o.c. at min. 2 -inch lap and 6 -inch o.c Optional) SBS - W -48 24 -inch spans Flintlastic SA NailBase Simplex Metal Cap Nails in four, equally spaced, staggered center SA 52.5 rows 32 ga., 1 -5/8 -inch dia. tin 8 -inch o.c. at min. 2 -inch lap and 8 -inch o.c. W -49 Min. 19/32 -inch plywood at max. Flintlastic SA NailBase caps with 11 ga. annular in three, equally spaced, staggered center Optional) SBS - SBS -SA 52.524 -inch spans 1 ring shank nails rows SA 32 ga., 1 -5/8 -inch dia. ;tin 8 -inch o.c. at min. 2 -inch lap and 8 -inch o.c. W -50 Min. 19/32 -inch plywood at max. Flintlastic SA NailBase caps with 11 ga. annular in three, equally spaced, staggered center Optional) SBS - SBS -SA 60.0 24 -inch spans ring shank nails rows SA 32 ga., 1 -5/8 -inch dia. tin 6 -inch o.c. at min. 2 -inch lap and 6 -inch o.c. W-51 Min. 19/32 -inch plywood at max Flintlastic SA NailBase caps with 11 ga. annular in four, equally spaced, staggered center Optional) SBS - SBS -SA 75.0 24 -inch spans ring shank nails rows SA 32 ga., 1 -5/8 -inch dia. itin 4 -inch o.c. at min. 2 -inch lap and 4 -inch o.c. Min. 19/32 -inch plywood at max Flintlastic SA NailBase caps with 11 ga. annular in four, equally spaced, staggered center Optional) 585- W-52 SBS -SA 105.0 24 -inch spans ring shank nails rows SA HyBpjoSysiwst Glasbase; Flexlglas; Flintlastic 32 ga., 1-5/8-inchdia.tin W-53 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 -SA -H 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 or APP -TA SMS Base I Glasbase; Flexiglas; Flintlastic 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 SSS -AA, SBS -TA W-54 24 -inch spans Base; Poly SMS Base; Ultra Poly Simplex Metal Cap Nails four, equally spaced, staggered center rows SBS -SA -H or APP -TA 52.5 SMS Base Glasbase; Flexiglas; Flintlastic 32 ga., 1 -5/8 -inch dia. itin W-55 Min. 19/32 -inch plywood at max Base 20; Poly SMS Base; Ultra caps with 11 ga. annular 8 -Inch o.c. at 4 -inch lap and 8 -inch o.c. in SBS -SA -H SBS -AA, SBS -TA 52.5 24 -inch spans Poly SMS Base ring shank nails I tthree, equally spaced, staggered center rows or APP -TA Glasbase; Flexiglas; Flintlastic 32 ga., 1 -5/8 -inch dia.1tin W-56 Min. 19/32 -inch plywood at max Base 20; Poly SMS Base; Ultra caps with 11 ga. annular 8 -Inch o.c. at 4 -inch lap and 8 -inch o.c. in SBS -SA -H SBS -AA, SBS -TA 60.024 -inch spans Poly SMS Base ring shank nails I three, equally spaced, staggered center rows or APP -TA I I I Glasbase; Flexiglas; Flintlastic 32 ga., 1 -5/8 -inch dia. tin W -S7 Min. 19/32 -inch plywood at max Base 20; Poly SMS Base; Ultra caps with 11 ga. annular 6 -inch o.c. at 4 -inch lap and 6 -inch o.c. in SBS -SA -H SBS -AA, SBS -TA I 82.5 24 -inch spans Poly SMS Base ring shank nails iar four, equally spaced, staggered center rows I or APP -TA Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.04-1117 Revision 17: 02/04/2016 Appendix 1, Page 13 of 58 City of Sanford Roof Permit Application Checklist F D 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: 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 applicant). 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 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 roofpermit application and may not be complete. The applicant is required to meet all City of Sanford, state, and federal code requirements. 1 CITY OF SANFORD BUILDING SERVICES Residential Re -Roof Hurricane Mitigation Inspection Affidavit Permit #: i b _C," / hereby acknowledge that I personally inspected Roof deck nailing and/or?econdary water barrier work at a5A! 9/ A&/ .Af,/ 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. Signature of Contractor Date 75` J01 Printed Name of Contractor (._j / License # License Type: 11 General Building El Residential 'Roofing Contractor or any individual certified in accordance with F.S. 468 to make such an inspection. STATE OF FLORIDA COUNTY OFml Sworn to (or affied) and subscribed before me is L— day of C f_ , 20 —Ra—, by who is Q,,Versonally Known to me or has Produced (type of id e tificat'on) as identification. SEAL) Signature of Notary Public State of Florida% MRTV.000 0d Y ' l a e r °' MY COMMISSION # FF 911403 Print/Type/Stamp Name IMP * EXPIRES. NOW ys2e ia of Notary Public 3