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Home My WebLink About2228 Brook Ridge Trfj CEI AUG 2 0 2015 D CITY OF SANFORD BY: BUILDING & FIRE PREVENTION cc PERMIT APPLICATION Application No: 1 5 a VI D Documented Construction Value: $ 3U Job Address: aot'OC b '8m lc —T— . Parcel ID:[ J-oG 3( - 1 y- (YYy] - C 1-'I D KDescription of Work: Plan Review Contact I Historic District: Yes No Zoning: PhoneMn a l Fax: "607 9-3% -3)0'-1 E-mail: M -do E 71)04 Property Owner Information T Name AaoaE j vQty\ctPZ Phone: Street: a a lima: rzk&R (_ (' • Resident of property? City, State Zip: S('PyJp rd . 12 773 ff S Contractor Information Namey 7'T I (,l IM,/ I (e WI S2"GAS' Phone: Street: 22t I I,UdrLtr`vl Ar", Fax: L10 x-30 3 City, State Zip: 0a'aldd ( 3 - ZOO State License No.: Architect/Engineer Information Name: Lca-t9c -d (', Gu E1) d Street: -) City, St, Zip: Bonding Company: AJ-4f- Address: Address: Building Permit Square Footage: No. of Dwelling Units: Electrical New Service - No. of AMPS: Phone: qZ6 q_D 3 I-) 17 Fax: E-mail: Mortgage Lender: /V-fi— Address: PERMIT INFORMATION Construction Type: Flood Zone: Mechanical (Duct layout required for new systems) No. of Stories: Plumbing New Construction - No. of Fixtures: Fire Sprinkler/Alarm No. of heads: irlca.oz) Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 FBC) 731.135(5)(6) Florida Statutes. REV 07.14 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. 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. 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. 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. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. zw"MAJ" Signature of wner ent Date Owner/Agent isPie s- nally Known to Me or Produced ID L -,--Type of ID oC APPROVALS: ZONING: -2 - 't(TILITIES: COMMENTS: ENGINEERING: I'1 Signature of Contractor/Agent Date Print KATIE M (QUEEN My COMMISSION # FF218482 EXPIRES April 08. 2019 34C•G'b.. Flvurlat rr..rr5u.n:eaum Contractor/Agent is Personally Known to Me or Produced ID Type of ID 51 6 0ks Shv+ can T WASTE WATER: W Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 FBC) 731.135(5)(6) Florida Statutes. REV 07.14 REQUIRED INSPECTION SEQUENCE BP# # 15 2 6 7 0 Address: Zg Qeto BUILDING PERMIT Min Max Inspection Description Footer / Setback Stemwall Slab / Mono Slab Pre our Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Mobile Home Tie Down Mobile Home Building Final Pre -Demo Final Demo Final Single Family Residence Final Building (Other) REVISED: June 2014 ELECTRICAL PERMIT Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final PLUMBING / GAS PERMIT Min Max Inspection Description Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final Gas Underground Gas Rough Gas Final MECHANICAL PERMIT Min Max Inspection Description Mechanical Rough Mechanical Final Permit Number: -___L -5 -cQ Lo' -7 T V Folio/Parcel Iden fi atlon Number: Prepared by: _ t o 0 Return to: US Aluminum Services Corp 2211 W W h i i11,111 Hill Wil Hill 1111111111111111", ii hfiRYANNE 11ORSEY SEMINOLE C:OUN"i'Y CLERK OF CIRC:UI'I' COURT & COP11"TROLL ERLK85311-'s 871 (1P-gs CLERK'S g 2015092102 RECORDED 08/'10, 2015 1j2"25,=_,8 Pil RECORDING FEES 110•uo RECORDED BY lidevore as In ton Street, Orlando, FL 32805 y 1 _ / p •M•• State of Florida, County of Orange NOTICE OF COMMENCEMENT AUG 2 0 215. The undersigned hereby gives notice that improvement will be made to certain real property, a ccordancewithChapter713,'Florida Statutes, the following information is provided -in this Notice of Comm -' 1. DesFriptiono pro rt (legal descr1'ptiQn of tj a pgropep, and street address if available) 2. General description of improvement 3. Ownerin ormation or Lessee Information If the Lessee contracted for the ImprovementName Address Interest In Property. Name and address of fee simple titleholder (if different from Owner listed above) Name Address 4. Contractor Name US Aluminum Services Corp Telephone Number 407-237-3128Address2211W. Washington Street, Orlando, FL. 32805 5. Surety (if applicble, a copy of the payment bond is attached) - • STH Name_ Teleph R NN''• Address •: 6. Lender AmouI Name SEMINOL C ,` Address Telephone Numb BY DEP RK7. Persons within the State of Florida designated by Owner upon whom notices or other d¢" e' s m 15beservedasproidedby §713.13(1)(a)7, Florida Statutes. Namei( /( Telephone NumberAddress 8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor'sNoticeasprQv-in §713.13(1)(b), Florida Statutes. Name/ Telephone NumberAddress 9. Expiration date of notice of commencement (the expiration date may not be before the completion of construction and final payment to the contractor, but will be 1 year from the date of recording unless adifferentdateisspecified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENTARECONSIDEREDIMPROPERPAYMENTSUNDERCHAPTER713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CANRESULTINYOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULTWITHYOURLENDERORANATTORNEYBEFORECOMMENCINGWORKORRECORDINGYOURNOTICEOFCOMMENCEMENT. Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that thefactsstatedinitaretruetothebest9;Vmy knowledge and belief. n Signature of O er I Lle!rsee, or Owners or see's Authorized uMcer[Director/Partner/ManagerSignatory's Title/Office The foregoing instrument was acknowledged before me this day ofA ih+ by kri—V-A-OZ as mon ear na a of a son for y e o ority, .., r, tee, attorney In f ct N me arty on behal om instrument was executed G-f- Signature of Notary Public —State of Florida Print, type, or stamp commissioned name of Notary Public Personally Known OR Produced ID Type of 1D Produced ey KATIE M QUEEN My COM(,IISSION ## FF218482 5 EXPIRES Apn 6B c n 1311 I/zu 15 f vicl Jahn:vn. CSA PROPE'i'Y APPRA[5ER S+IINOLE GO1lN'rY FI bRIQA Parcel: 10-20-30-514-0000-0990 aL,rr rarcei view: IlNtu sU Dlq-wul! U JtI 1 Property Record Card Parcel: 10-20-30-514-0000-0990 Owner: HERNANDEZ MAGALY Property Address: 2228 BROOKRIDGE TRL SANFORD, FL Property Address: 2228 BROOKRIDGE TRL Owner: HERNANDEZ MAGALY Mailing: 2228 BROOKRIDGE TRL SANFORD, FL 32773 Subdivision Name: RESERVE AT LOCH LAKE Tax District: Sl-SANFORD Exemptions: DOR Use Code: 0103-TOWNHOME A A A Value Summary I — " `I Tax Amount without SOH: 2014 Tax Bill Amount Tax Estimator Save Our Homes Savings: Does NOT INCLUDE Nan Ad Valorem Assessments 3,155.78 3,155.78 0.00 hfhn•lh ninu ennnfl nrn/D rndno}nill fn oenv7Din='1l17r1'3rla•.4 drVVYV1 0r1 15 117 2015 Working Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value 134,470 128,474 Depreciated EXFT Value Land Value (Market) 30,000 30,000 Land Value Ag Just/Market Value 164,470 158,474 Portability Adj Save Our Homes Adj 0 0 Amendment 1 Adj 0 0 Assessed Value 164,470 158,474 Tax Amount without SOH: 2014 Tax Bill Amount Tax Estimator Save Our Homes Savings: Does NOT INCLUDE Nan Ad Valorem Assessments 3,155.78 3,155.78 0.00 hfhn•lh ninu ennnfl nrn/D rndno}nill fn oenv7Din='1l17r1'3rla•.4 drVVYV1 0r1 15 117 0/ 1 rrzu 15 JI.rH F'arC61 view: lu-Lu-3U-J"19-uWl}-uvw FINISHED OPEN PORCH i 23 FINISHED i UPPER j STORY ` 955 i II j I i FINISHED Permits Extra Features Description Year Built Units Value New Cost No data to display I hftn•lh.n.n.i enn fl—/D.1-117).f HW ..—W1r)=1Mngnr,1AnrVVV QQn 717 Permit # Type Agency Amount CO Date Permit Date 02374 New -Residential i Sanford $186,562 10/10/2013 9/4/2012 Extra Features Description Year Built Units Value New Cost No data to display I hftn•lh.n.n.i enn fl—/D.1-117).f HW ..—W1r)=1Mngnr,1AnrVVV QQn 717 Aus% 0Z015 ALUMINUM U.S. Aluminum Services Corp 2211 West Washington St, Orlando, FL 32805 - 407.237.3128 Fax: 407.237.3129 Boca Raton, FL 33498 Palm Coast, FL 32137 Clermont, FL 34711 Tampa, FL 33605 Phone: 561.892.1644 Phone: 386 868.4187 Phone: 352.366-4699 Phone: 813.600 5327 Customer: Address: 222 SaA 3 -1,773 Subdivision: Gate Code: Screen Enclosure AInsulated L/' 4" 6" 24" r?6" Pool Enclosure Fan Beam QTY t oodgr, 15(screen Room Pan Roof rde Sun Room Skylights QTY_ Insulated KP - 2" 3" Carport/ Patio Cover Shingles Color Patio Scrapper ory_ Porch/Lanai 3 tab Architectural Pet Door Qty_ Rescreen/Repair Pergola/Lattice Shade SM MD LG XL Fence Other — Stucco Knee wall Cd -Bronze SALES CONTRACT Slate Certified Contractor CRC1329177 W W W.US-ALUMINUM.COM E-mail: A°49,04 Aa/. Gwm Home #: Work #: Mobile#: Fax #: n .. . . v. Vinyl 4" Concret Slab Sqh Thick Pave Sqh_ Acrylic Concrete verlay Slab Sqh _ Thin Pav rs Sqft_ Glas Footer -.8. 8..12.Lnft_ Trove ne Sgft_ Oe Grey Bronze Acryli inish Cota Col rizontal Sliders 2" D [o Drain Lnft _ Si P LOW -E INS 3' 'Door Pad Qty_ attern Other Coping Lnft_ Color 18 x 14 Gable StyleShed Style 20 X20 Sqft Type: Sun Screen Dome Stylemansard Style t Screen fi lint, r- (-6 ?P ,6tf y Garage Door 4 -track Size_ Heizghfrom bottom of door: FIL Glass Std.39.3/41,.' Pod 55" do Super Other — Gable StyleShed Style Tearpown Sqft Type: i.lStudio IIIIIIII Existing Deck: W Concrete Pavers Tearpown Sqft Type: Grass Removal Sqft Concrete Removal Sqft Special Instructions fi lint, r- (-6 ?P ,6 tf J9SingleDoor cry l XEGutter Lnft, Double Door Qty_ Super Gutter 5"oi7" Lnft PCA Do- city Seamless Gutter 6"or7'Lnft_ Custom Door oy Please check one: Key Lock []Tasman Full View 9(T.., wall A—t c hrrien1c Sliding Glass - y Garage Door 4 -track Size_ Heizghfrom bottom of door: To Soffit Attachmen._ J-J O.H. Size Std.39.3/41,.' Pod 55" Angle Fascia HOA Exists- 21YES NO Responsible for App - HO S I Homeowner is required to submit HOA [/ i approval/denial letters to US Aluminu Wall Peak R001` prior to start of work. HO Initial _ Estimated Completion Date I -If. -1 1 J• • • L •L :• • I i , ; H i- t { I' 1 f 1 ! { 1 14 IF_i ! ! -i I i P, ! !! I I 1 T Payment is due in full at the time of complblion of work or pbn passing the building department's final Inspection. A finance charge of 1 1/2% per month shall be applied to all accounts not paid in full within 10 days of due date. All ma remain the property of US Aluminum Services until payment is received in full. Right of Access and Removal is granted to US Aluminum Services in the event of nonpayment per the terms of this contract. The customer agrees to pay all Interest and any costs Incurred in the collection of this debt including reasonable attorney fees. If the customer refuses to allow US Aluminum Services to begin work or complete work already begun, or to accept materials contracted for, customer agrees to pay liquidated damages of a sum equal to 33 1/3% of entire contract price plus cost of materials and labor already furnished or In progress. I acknowledge th ft/have read an u erstand this contract to include items listed on the back of this Contract and agree to Its terms. Buyer Seller- US Aluminum Services, Corp. 3C' 2 in Name) (Subject to approval by Seller) Date Date Owner/Buyer Representative Owner/Buyer Approved By: Total Investment Deposit ZQ G Concrete/Pavers C.O.D (Before Install) Upon Completion of Installation Permit Fee y ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001-713.37, FLORIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND ARE NOT PAID IN FULL HAVE A RIGHTTO ENFORCE THEIR CLAIM FOR PAYMENTAGAINST YOUR PROPERTY. IF YOUR CONTRACTOR ORASUBCONTRACTOR FAILS TO PAY SUBCONTRACTORS, SUBSUBCONTRACTORS, OR MATERIAL SUPPLIERS, THE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE ALREADY PAID YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAYALSO HAVE A LIEN ON YOUR PROPERTY. THIS MEANS IFA LIEN IS FILED YOUR PROPERTY COULD BE SOLDAGAINST YOUR WILL TO PAY FOR LABOR, MATERIALS, OR OTHER SERVICES THATYOUR CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED TO PAY. TO PROTECT YOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE ANY PAYMENT IS MADE, YOUR CONTRACTOR IS REQUIRED TO PROVIDE YOU WITH A WRITTEN RELEASE OF LIEN FROM ANY PERSON OEC COMPANY THAT HAS PROVIDED TO YOU A "NOTICE TO OWNER." FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX, AND IT IS RECOMMENDED THAT YOU CONSULT AN ATTORNEY. 02007.2014 US Aluminum Services, Corp. All Rights Reserved RECEiVMD AUG 2 0 2015 POWER OF ATTORNEY $ Date: Q- I hereby name and appoint / Jk i / rjC--2Ct5V Of US ALUMINUM SERVICES CORP to be my lawful attorney In fact to act for me and apply to the 00 WM Ej- Building Department for a Ecrez,(,-z /' azM, permit For work to be performed at a location described as: Section Township Range Lot Block Subdivision pua-'r -e 0--,f/ Dd, L -Oke Aak, k napaLa-? ea2& lcfid Owner of Property and Address) And to sign my name and do all things necessary to this appointment. Thiago Davila / CRC 1329177 Type or Print Name of Registered or Certified Contractor and Contractor's License Number) i Signature of Registered or Certified Contractor) The foregoing instrument was acknowledged before me this 16 day ofkwp,--of 20 l6 By Thiago Davila who is personally known to me / who produced N/A as identification and Who did not take oath. State of Florida County of Orange KATIE M QUEEN MY COMMISSION FF218482 a ' EXPIRES April 08. 2019 WC/ FknKL N6:a'r5m p p coa Notary Public, Orange County, Florida Seal 0.8/19/2015- 12:31 407--804-1898 FEDEX OFFICE 0678 HAUS b1 ffev x a4*8OG G Fes Z Land Surveyors 769 oouglas Avenue, Altamonte Springs, Florida. 327141eroftheploridaSurveyingandMappingSocietyandArrlarlcanCongresson f 0 Lot 59 Lot 60 7-n cl L Lot 61 Lot 62 Lot 63 V m p0 1 Sot NSD 42.87 _ PCP City of Sanford Map t f survey LINE TABLE Tract A 70se Easomwlt N Ofd°48'54" E . 125-01 Lot 98 Un Ul?lt 5E Unit 3 REV. Unit i Lot 10Lot 99 Mnlshed N C4 y r K Lot 9i Lot and Unit 3 REV, Unit f Unit 3 REV, rE'revation: 5 2.8 Lot 95 C4,1 4 NIS, 9. 3' - c to q RM ... . m...._ , . , VV .......... a x _ Set MI D Sec& N& . .. -et -&P asoN00°48'54`E 142.00 78.85 b 200-' 54_;--1./G_ PCA 05 I1 1141,01) Point CIL Brook Ridge Trail (4-.'R/`W) Tract A Multipurpose Easement . ;APPROVED PLANS LEGAL DESCRIPTION Lot 99, "Reserve at Loch Lake" according to the plat thoroof as recorded Ir' plat book 76 at page(s),27. 23 of tlta public records of Seminole County, i Merida, FLooD HAZARD DATA., The parol s/70-1 hereon lips Wlthln flocd zona "X" accot ding to the Flood insurance Rate Mai; communfly panel number 120294 oo70F dated 09-282007, Flood Zona determ/natlon was performed Irygraphtc p/0111n9 onto Flood Insurance Rale Maps prepared by FEMA, Thare has boon no fled aurveying perfwmad by this tbm to dalerm/no this flood zona. 77t/s Is tho professional opinion of Herx G Associates, Inc, The lander (If any) makas tho gnat defemtlnatlon as to the requirement of Prod Insurance or not We assume no responsib#ity for actual flooding condldona General NoWS " I r, 1, This is a 94LIWARY Stnvey performed it) the field on 2, No aerial, surfaCe orsubsurface utilityinstallation, underground improvements or subsurface/aeriol encroaeMnents, if any, wore located. 3, Building ties shown ere to the exterior unfinished foundation surface or formboard. 4, Elevations shown hereon, It any, ere assumed and were obtained imm approvad Const aloe plans provided by the Client uniess olherviise noted, and are shown only to depict the proposed or actual dm'ere nee in elevation relative to the assumed temporary Benchmark shown hereon• 5, The parcel shown hereon la aubjeet to all easements, reservations, restrictions. and Rights -of --way of record whether depicted of not an this document. No search of tho Public Rewrds hes been made by this ofte. t). The legal description shown hereon Is as furnished by client. 7. Platted and measured distances and dirsctlons ani the same unlass otherwise noted. B. Copies of this Surveymaybe mads far the original transaction only, Denotes X! iron rod with plastic Cep marked LB4937, or W Iron mat with red plastic cap m'Srked- WRhes's'ComAr , unless otherwise noted, o Denotes P,G,P, (Parmanent.contml point) Donofds Ppmlanant Re erence Monument 0 207SIHM4 Asgodates Ina All ddhts teseived e,ammea7ton: MaivalldW/rheas the a/amttu tl rho orr,71nar added sMe1 fa Fb fdl Iloendd Sur rribeta the req, Standards bQ WRIVIOd In liar AAssociates Iiia, ok, A0 I ex Building Address: 79 (_obr>-) Address` 2228 t3rookrtdgo Tr4 13EARINo BAsa- Bearings shown horeon era referenced fa the Southerly Plat boundary of Reservb at Koch Lake as being S 89'18'2r"E Vert/cel datum Is based 07 anoineor(ng plans provided by client, prsparad by Evans Engineering, inc. jJob #2R502 Legend 0/8 onset a lemporaryaanchniark O.R,B. official Records lWit osaumed datum) py Plat Book BOW sack of s dAwalk PC Point of Curvature C2 Contedlne Datta) 401e PCC, • Point of Gompolmd Curvature d CALC C'enual or Galculafea AC.A P0, Potmenant Control Point Pagb CS GhordBearing i P,R,M, PetmenentRelbriwoWnumant CD C.M. C'hoO G0rWMt6manumam FYL P.O.S. Property Lima PWtof60g1nn1nn EL. or F.LEV Vevatlon (ProAoaelf) PA,G, Point of Commencement FINAL EL, Gountlon (Meesureli) p,G 17010 orMtersec(bn FD.Fl E/ev. 1vound PioorQevptbn PRG' PT. POINofRewr6ocutvature Point tengexy I.P. hon Pipe R Radius I.R. lipnRod RAD RndratLlns L Ax Length RES, ResldonO LS r.reensedBusinOlti R" RIOht-0t my I.S. Land Swveyvr Tam Temporary Benchmark Mee A(essumd TyP 7ypk-1 N/P(NaD) AlellandiDirk.a/ Fend eymuot (Haig drawtnq) MR, Not Radial X -..X. Pence avmbot (too drawing) lsrrHllve o e, Ced111ed To: ' Magaly Hernandez Integdly Home Loan of Coniml r1adde,1ba Conrmonw6allh Land 77110 Insurance Combany to`n`e; sterstez Pohl& Shan', P.A. rid Mapper No, 6030 Drawn by: om Checked by: PP Prepared for IVrettamy HOt"09 Job Number: 11.007-09 srta/et Plot Plon P+ft fomted.'• 0817.12 Formboard 8urveyl 06•es-43 Foundation Surpy: 06.17.13 Final Survey- 09.06.13 Roy. CortlBcatlone'. 40.10.13 Rev. CartMCationG: 44.21•13 a 4•., '_' 7i. s , f t '. >a"' e f ._x. - • tlY'3' rr suC. S'^X'y a K'giasf'= _ "4:r ^sem a LC=ie - larfda DepafEmentx BCIS Home Log In ' User Registration Hot Topics usines ) PApprovalProfessionalUSER:ER: Public User Regulation WI G Submit Surcharge I Stats & Facts Publications i FBC Staff BCIS Site Map Links i Search j Product Approval Menu > Product or Application Search > Aoolication List > Application Detail FL # Application Type Code Version Application Status 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) Equivalence of Product Standards Certified By Sections from the Code FL7561-R3 Revision 2014 Approved Elite Aluminum Corporation 4650 Lyons Technology Parkway Coconut Creek, FL 33073 954) 949-3200 dk@dokimengineering.net Do Kim dk@dokimengineering.net Dan Cooke 1801 NW 64th Street Ft. Lauderdale, FL 33309 954) 491-3700 elitealum@aol.com ILD/NG, SANFORD 15 -2670 Roofing Products Introduced as a Result of New Technology Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Do Kim, P.E. PE -49497 Quality Auditing -Institute Ltd. 11/30/2020 James L. Buckner, P.E. at CBUCK Engineering o Validation Checklist - Hardcopy Received FL7561 R3 COI Cert of Independence. odf 1709.2 O Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 2 Option B 04/30/2015 05/01/2015 05/10/2015 06/23/2015 FL # Model, Number or Name Description 7561.1 Aluminum/Aluminum Composite 3"/4"/6"x0.024"x1lb EPS Composite Panel, 3"/4"/6"x0.032x1lb Panels EPS Composite Panel, 3"/4"/6"x0.024"x2lb EPS Composite Panel, 3"/4"/6"x0.030"x2lb EPS Composite Panel, Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL7561 R3 II Elite FL7561-R3 2014 FBC Installation DWo.Ddf Verified By: Do Kim, P.E. PE 49497ApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +80/-80 Evaluation Reports Other: In HVHZ, not to be used in structures considered FL7561 R3 AE Elite Alum FL7561-R3 2014 FBC living areas per FBC Section 1616 unless impact protection is Evaluation.Ddf provided. See installation drawing for nominal allowable Created by Independent Third Party: Yes design pressures and spans. Back FN..11 Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida 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: Check sccuri 211RTRtcs' VILDI/V'C SANFORD 15-2670 ELITE PANEL SPAN TABLES 3' x 0.024 x 1 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) NET MAX ALLOWABLE SPAN (FT) ALLOWABLE LOAD CPSF)I L/80 I I./120 I I/IRn I -T /?4n 4' x 0.024 x 1 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) NET MAX ALLOWABLE SPAN (FT) ALLOWABLE LOAD (PSF)I I L/80 I L/120 I L/1R0 I_/24n 6' x 0.024 x 1 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) NET MAX ALLOWABLE SPAN (FT) ALLOWABLE LOAD (PSF)I I L/80 I L/120 I L/1R0 1 1124n GENERAL NOTES 1. Net allowable loads are permitted to be multiplied by 1.67 to derive ultimate loads (psf). 3' x 0,032 x 1 - LB EPS PANELS ALLOWABLE CLEAR SPAN_ CHARTS) NET MAX, ALLOWABLE SPAN (FT) ALLOWABLE LOAD (PSF)1 I L/80 I L/120 I 1/180 1/24n 4' x 0,032 x 1 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) NET 1, ALLOWABLE MAX ALLOWABLE SPAN (FT) LOAD (PSF)1 I L/80 I L/120 I L/IRO I L/240 6' x 0,032 x 1 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) NETMAX, ALLOWABLE SPAN (FT) ALLOWABLE LOAD (PSF)t L/80 I L/120 I L1180 I I /a4n 3' x 0.024 x 2 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) NET MAX. ALLOWABLE SPAN (FT) ALLOWABLE LOAD (PSF)I I L/80 I L1120 I L/1RRO IL/24E 4' x 0.024 x 2 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) NET MAX ALLOWABLE SPAN (FT) ALLOWABLE LOAD (PSF)1 1 L/80 I L/120 I L/180 L1 /2401 6' x 0.024 x 2 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) NET MAX. ALLOWABLE SPAN (FT) ALLOWABLE LOAD (PSF)I I L/80 I L/120 I L/180 L/240 1. Composite panels shall he constructed using type 3003-11154 aluminum facings, I or 2 PCF ASTIs1 C-578 carpenter brand EPS DadheretoaluminumfacingswithAshlandChemical2020DISOgrip, Fabrication to be by Elite panel products only in 0 accordance with approvLd fabrication methods. Z 2. Elite roofpancls maintain a Ill. 1715 (int) class 'B' (ext) rating and are NER-501 appro)ed. O -n 3. This specification has been designed and shall be fabricated in accordance with the requirements ofthe. Florida Building Code 0 5'" Edition (I: RC ), composite panels comply with Chapter 7 Section 720, Chapter 8 Section 803, Class A interior finish, and nLTChapter26Section1603. All local building code amendments shall be adhered to Lu required. v 4. 1 he designer shall determine by accepted engineering practice the allowable loads for site specific load conditions (including load combinations) using the data from the allowable loads tables and spans in this appro%al. I W 5. Deflection limits and allowable Spans have been listed to meet FBC including the HVH%. In HVI I% this product shall be used in structures "not to be considered living areas" per Section 1616 unless impact resistance in accordance to the HVFIZ rc = requirements are met. n 6. Safety factor of 2.0 has been use to develop allowable loads and spans from testing in accordance to the Guidelines for Aluminum Structures Part I and conforms to the FBC Chapter 16 and 20. N 7. Testing has been conducted in accordance to ASTNI 1172-05: Strength'rest orPonels for Building Construction. 8. Reference test reports: I ILII -05-1988, 1101'1-06-2104, IICI'1-06-1066,11EI'I-06-2105, I win -06-1067, I)Ef1-05-1001, IIE'rl- 06-2107, IiGri-OS-1987, I IFTI-06-3069, IIFTI-06-2070,11E-1'1-06-2071, HETI-05-1"4, I IL'f1-05-1991,116-TI-06-207?, FIETI.06-1073,11117'1-06-2074, tw-n-05-1996, I-irm- 5-1989, IiFTI-OS-1993,11ETI-05-1985, HrTI-05-19')5, IIFTI-05- V1990,1IFTI.05-1997, III: f1-05-1037, HF'I'1-05-2029, HE1I-05-2039, HFT'I-05-1030, HETI-05-2041, 11111-1-05-2048. 1IFTI- 05-1036, I IE•TI-05-1031, Elfirl-05-2038, HETI-05-2065, HF -TI -05-2040, IIETI-05-2042. O9. Linear interpolation shall be allowed for figures within the tables shown. 10. Panels with fan beams shall be considered equivalent to similar panels without fan beams. Design professionals may include the strength of the fan beam to exceed shown fiaure< n< 3' x 0.030 x 2 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) NET__ MAX, ALLOWABLE SPAN (FT) 4' x 0.030 x 2 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) NET I MAX. ALLOWABLE SPAN (FT) 6' x 0.030 x 2 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) NET MAX. ALLOWABLE SPAN (FT) ALLOWABLE LOAD (PSF)I I L/80 I L/120 I I. nR/?4n SEAL JNT WITH CONTINUOUOI S CAULKNG G (__T 6 0000 000000 W 0000000000(.1., T H A LN S INT R O KIN Rn« < TION SLOPE 4• MAX VIDTH lNTERLOCKING PANEL (1/4'/FT MIN SLOPE) 00-00-00002000 0, EPS CORE ILD OR 2LD 0-0-0-0 OPTIONALGUTTERC DRIP CAP_ N DO KIM 6 ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS PO BOX 10039 Tampa, FL 33879 TeL(813)857.9958 R. 085x11 Ion Pa1 1SSUEDFOR PRODUCT APP M& d)0 ISSUED FOR =7 moa PRDDUCTAPPROVAL ISSUED FOR MID FBC Pf1000CTAPPRW., m O Y iDaam M01JOOLL U o Y EtC (D N SFU r c ID J U w In e CEI Na. XI FIA JQ n 0J WDt aza W U) t_ HU ZIn pia UQW W100 U Z W O (n IL QQ U3CL W W pJLL ow ALUMINUM BOTTOM I Opof T Ol-(ISSpCIq FACINGS o° O C: clF/QAT 288(17CLEARSPAN (L) INSIDE TO INSIDE DO OH. Q% BOX Too; UOO S STATF70rN.fL 71! O RIraGENGINEEROFRECORDTOPROVIDE FOR ROOF CONNECTIONS L ADD THICKNESS OF36' MAX IN FRONT 6 25% s/ NALSUPPORTINGSTRUCTUREDETAILBYWAFORTOTALGFPANELWIDTHDSIDES THIS OR ANY OTHER ENGINEER, PANEL SPANS(12' MAX AT SIDES) Drawing No. - FLA 001EPSROOFPANEUSPANDESCRIPTION SHEET 1 OFT r J jk 1 RECORD COPY NOW SOME N ROO" OV I M EXIST Mtn REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER g' Z`S- L4 -- DATE SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND IJOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY.OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS. CONSTRUCTION OR VIOLATIONS OF THIS CODE 15-2670' These standards and plans meet the 2014 Florida Building Code Building, Section 1609 E 7 tlY Leo a G. "Geoff Wood, P.E. #47377 a Leonard G. "Geoff' Wood, P.E. #47377 3704 Bruton Road Plant City, FL 33565 Telephone/ Fax (863) 646-5517 Mobile (863) 430-2717 Ultimate Wind Speed 130 MPH Design Wind Speed 130 MPH Norr(inal Wind Speed 101 MPH Wind Force FBC 1609 Exposure Category C Design Wind Pressure for Components Maximum 41.2 PSF Roof Live Load = 20 PSF Floor Live Load = 40 PSF Soil Bearing = 1500 PSF Risk Category I q1 gdGayo$t2c 1 243 4eb- vx3 y J J SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND IJOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY.OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS. CONSTRUCTION OR VIOLATIONS OF THIS CODE 15-2670' These standards and plans meet the 2014 Florida Building Code Building, Section 1609 E 7 tlY Leo a G. "Geoff Wood, P.E. #47377 a Leonard G. "Geoff' Wood, P.E. #47377 3704 Bruton Road Plant City, FL 33565 Telephone/ Fax (863) 646-5517 Mobile (863) 430-2717 Ultimate Wind Speed 130 MPH Design Wind Speed 130 MPH Norr(inal Wind Speed 101 MPH Wind Force FBC 1609 Exposure Category C Design Wind Pressure for Components Maximum 41.2 PSF Roof Live Load = 20 PSF Floor Live Load = 40 PSF Soil Bearing = 1500 PSF Risk Category I 5) #14 x 5" STS w/ 1-1W neopreme washer per panel MAX. 12" O.C.) t2 ALUM. ROOF 'r tc Edge Beam TYPICAL ROOF TO BEAM DETAIL Alum. Roof y (2) #10 x 3" SMS into 2" x 2" Angle Clip w/ screen bosses 2) #10 x %" TEK @ (2) #10 x 2" SMS into ea side I\ screen bosses 1/4" x 2 %4" Tapcons 6" From Uprights and 24" O.C. 1/4" x 2/%4" Tapcons @ F— 24" O.C. TYPICAL UPRIGHT DETAIL 3" Received Channel Header With 1) #10 x 3/4" Tek Screws @ 8" O.C. Top And Bottom ALUM. ROOF 10 x 3/4" Tek Screws @ 8" O.C. 1/4 x 2 %4" Tapcons @ 16" O.C. ALUM. ROOF TO WALL Alum. Roof 10x2"SMS @6" from the ends and @ 24" O.C. FRONT WALL No 10 x 2" SMS into screen bosses W x 2-'/d' Tapcon 6" From Uprights and F— 24" O.C. TYPICAL SIDE DETAIL x 2-%" Tapcons @ 24" 1 O.C. HOST STRUCTURE OR FOURTH WALL FRAME SCREENROOM 15-2670 Ultimate Wind Speed 130 MPH Design Wind Speed 130 MPH Nominal Wind Speed 101 MPH Wind Force FBC 1609 Exposure Category C Design Wind Pressure for Components Maximum 41.2 PSF Roof Live Load = 20 PSF Floor Live Load = 40 PSF Soil Bearing = 1500 PSF Risk Category I z 30'-0" 29'-0" 28'-0" 27'-0" 26'-0" 25'-0" rn 24'-0" W Q U 23'-0" z w 22'-0" U N 0 21'-0" Fy— 20'—Q" S C7 ' 19'-0" a 18'-0" U 0 17'-0" o 16'-0" EL 1 ss_n» X x 14'-0" 13'-0" 12'-0" 1 1'-0" 10'-0" 9'-0" co M V4 w v V w N W Q O w d t M w w r" Go m m ALUMINUM WALL HEIGHT FOR 130 MPH SCREEN CAGES NOTE: THE ADDITION OF 2"x 2" ALUMINUM PURLINS WILL INCREASE THE STRENGTH AND ADD TO THE LENGTH IF 48" O.C. ADD 15% TO BEAM LENGTH 5-26i S4WFOF and rme nee! w eat 71A: rc/i4 1 Leonard G Wood, PE. 047377 4034 The Fenny IOdberry, Florida 33060 Telephone/F" (863) 943-5031 MobRe (063) 430-2717 1 2 6 T\ O O e6 Q 6 O T\ O OS vOOS S Aro 0S T\ O S0 T 0 o F R co M V4 w v V w N W Q O w d t M w w r" Go m m ALUMINUM WALL HEIGHT FOR 130 MPH SCREEN CAGES NOTE: THE ADDITION OF 2"x 2" ALUMINUM PURLINS WILL INCREASE THE STRENGTH AND ADD TO THE LENGTH IF 48" O.C. ADD 15% TO BEAM LENGTH 5-26i S4WFOF and rme nee! w eat 71A: rc/i4 1 Leonard G Wood, PE. 047377 4034 The Fenny IOdberry, Florida 33060 Telephone/F" (863) 943-5031 MobRe (063) 430-2717 1 I x a 29'-0" 00 28'-0" n z if 27'-0" CL 26'-0" Yv' 2s' -o" 9 k rn 24'-0" LU g ,, L) 23'-0" z LU k8 k 2 S' 6 22'-0" 21'-0" 0 62x S 20'-0" 2191-019— a_ 18'-0" LURTW 317 w r fn LLJm D Ty'-0" n J w 16'-0" 2, 7 SA FORD cn N 14'-0" 57< 13'-0" 0 U Li 0 X20 12'-0p " 4 10 S N 11 —0, 1 a m 10-0" to a9'-0" CL cO N 8'—p„ 4-015n F Rl X 7'-0" 6'-0" 0 Th— Sift W Pt— -,t th. EM4 Seabn IM ID (D CD cD Dre • nImI P) (D cD I, Iin1, 00 00 0),/ MAXIMUM TRIBUTARY WIDTHS OF BEAMS WITH 6063 ALLOY LEONARD G. GEOFF' WOO ENGINEER EDGE BEAMS AND CENTER BEAMS Leonord G Wood, P.E. #47377 4034 The Fenway Mulberry, Florida 33860 BEAM SPAN CURVES - 130 MPH WIND VELOCITY Telephone 'Fox CB63) 943-5031 lbbae (063) 430-2717 ELITE PANEL SPAN TABLES: 1. Net allowable loads are permitted to be multiplied by 1.67 to derive ultimate loads (psf). 3"x 0.024 x 1 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. L/80 ALLOWABLE SPAN "(FT)" L/120 1 L/180 L/20 10 16.17 15.76 15.03 14.10 20 13.44 13.44 12.22 -10.35 30J 10.78 10.78 't 9.41 6.60 40 9.22 9.22 6.60 2.85 50 8.17 8.17 3.79: - 60 7.40 6.39 0.98•i. - 70 6.81 4.51 - - 80 6.33 2.64 - - 4" x 0,024 x 1 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. L/80 ALLOWABLE SPAN L/120 L/180 FT) L/240 10 19.00 19.00 17.17 16.53 20 15.01 15.01 15.01 13.95 30 12.50 12.50 12.50 11, 38 40 10.97 10.97 10.97 8.80 50 9.92 9.92 9.44 6.22 60 9.13 9.13 7.51 3.64 70 8.52 8.52 5.58 1.07 80 8.02 8.02 3.64 6" x 0,024 x 1 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. L/80 ALLOWABLE SPAN L/120 L/180 FT) L/240 10 23.00 21.24 21.47 20.85 20 18.06 18.06 18.06 18.06 30 15.13 15.13 15.13 15.13 40 13.34 13.34 13.34 13.34 50 12.10 1 12.10 12.10 10,91 60 11.17 1 11.17 1 11.17 8.43 70 10.44 10.44 10.30 5.95 80 9.85 1 9.85 1 8.43 3.47 3" x•0.032 x 1 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE L AD;(PSF)1 MAX. L/80 ALLOWABLE SPAN L/120 L/180 FT) L/240 10 17.50 17.50 16.91 15.96 20 16.64 15.96 14.06 12.16 30 15.17 14.06 11.21 8.36 40 13.69 12.16 8.36 4.56 50 12.22 1 10.26 1 5.51 0.76 60 10.75 1 8.36 1 2.66 70 9.27 1 6.46 1 - 80 7.80 1 4.56 1 - 4" x 0,032 x 1 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. L/80 ALLOWABLE SPAN VT) L/120 L/180 L/240 10 20.50 20.50 20.11 19.24 20 19.61 19.24 17.49 23.34 18.17 17.49 14.87 40 16.72 15.74 12.2450 17.02 15.28 13.99 N15.7430 9.62 60 13.84 12.24 7.00 70 12.40 10.49 4.3880 18.38 10.95 8.74 1.75 6" x 0,032 ALLOWABLE x 1 - LB EPS PANELS CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. L/80 ALLOWABLE SPAN L/120 L/180 FT) L/240 10 24.00 24.00 24.00 23.42 20 23.34 23.21 21.82 20.22 30 22.10 21.63 19.42 17.02 40 20.86 20.05 17,02 13.82 50 19.62 1 18.47 1 14.62 10.62 60 18.38 1 16.89 1 12.22 7.42 70 17.14 15.30 9.82 4,22 80 15.91 1 13.72 1 7.42 1 1.02 3" x 0,024 x 2 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. L/80 ALLOWABLE SPAN L/120 L/180 FT) L/240 10 19.33 18.95 18.31 17.66 20 18.11 17.66 16.36 15.06 30 16.80 16.36 14.41 12.46 40 15.49 15.06 12.46 9.86 50 14.18 1 13.76 10.51 7.26 60 12.87 1 12.46 1 8.57 4.67 70 11.57 11.16 1 6.62 2.07 80 10.26 9.66 1 4.67 4" x 0.024 x 2 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. L/80 ALLOWABLE SPAN L/120 L/180 FT) L/240 10 21.97 21.97 21.52 20.97 20 20.77 20.77 19.86 18.76 30 19.57 19,57 18.21 16.55 40 18.36 18.36 16.55 14.34 50 17.16 17.16 1 14.89 12.13 60 15.96 15.96 13.24 9.93 70 14.75 14.75 1 11.58 7.72 80 13.55 13.55 1 9.93 5.51 6" x 0.024 x 2 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. L/80 ALLOWABLE SPAN L/120 L/180 FT) L/240 10 23.93 23.93 23.88 23.60 20 23.20 23.20 23.03 22.46 30 22.47 22.47 22.18 21.33 40 21.75 21.75 21.33 20.20 50 21.02 1 21.02 1 20.49 19.07 60 20.29 1 20.29 1 19.64 1 17.94 70 19.57 1 19.57 18.79 16.81 80 18.84 1 18.84 17.94 15.68 GENERAL NOTES 1. Composite panels shall be constructed using type 3003-H 154 aluminum facings, 1 or 2 PCF ASTM C-578 carpenter brand EPS adhere to aluminum facings with Ashland Chemical 2020D ISO grip. Fabrication to be by Elite panel products only in accordance with applovcd fabrication methods. 2. Elite roof panels maintain a UL 1715 (int) class `B' (ext) rating and are NER-501 approved. 3. This specification has been designed and shall be fabricated in accordance with the requirements of the Florida Building Code 5" Edition (FBC), composite panels comply with Chapter 7 Section 720, Chapter 8 Section 803, Class A interior finish, and Chapter 26 Section 2603. All local building code amendments shall be adhered to as required. 4. The designer shall determine by accepted engineering practice the allowable loads for site specific load conditions (including load combinations) using the data from the allowable loads tables and spans in this approval. 5. Deflection limits and allowable spans have been listed to meet FBC including the HVHZ. In HVHZ, this product shall be used in structures "not to be considered living areas" per Section 1616 unless impact resistance in accordance to the HVHZ requirements are met. 6. Safety factor of 2.0 has been use to develop allowable loads and spans from testing in accordance to the Guidelines for Aluminum Structures Part 1 and conforms to the FBC Chapter 16 and 20. 7. Testing has been conducted in accordance to ASTM E72-05: Strength Test of Panels for Building Construction. 8. Reference test reports: HETI-05-1988, HETI-06-2104, HETI-06-2066, HETI-06-2105, HETI-06-2067, HETI-05-1002, HETI- 06-2107, HETI-05-1987, HETI-06-2069, HETI-06-2070, HETI-06-2071, HETI-05-1994, HETI-05-1991, HETI-06-2072, HETI-06-2073, HETI-06-2074, HETI-05-1996, 14ETI-05-1989, HETI-05-1993, HETI-05-1985, HETI-05-1995, HETI-05- 1990, HETI-05-1997, HETI-05-2037, HETI-05-2029, HETI-05-2039, HETI-05-2030, HETI-05-2041, HETI-05-2048, HETI- 05-2036, HETI-05-2031, HETI-05-2038, HETI-05-2065, HETI-05-2040, HETI-05-2042. 9. Linear interpolation shall be allowed for figures within the tables shown. 10. Panels with fan beams shall be considered equivalent to similar panels without fan beams. Design professionals may include the strength of the fan beam to exceed shown figures as part of site-specific engineering. 3" x 0,030 x ALLOWABLE 2 - LB EPS PANELS CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. L/80 ALLOWABLE SPAN L/120 L/180 FT) L/240 10 20.11 20.03 19.42 18.81 20 19.02 18.81 17.58 16.35 30 17.93 17.58 15.73 13.89 40 16.83 16.35 13.89 11.43 50 15.74 15.12 1 12.05 8.97 60 14.64 13.89 10.21 6.52 70 13.55 12.66 8.36 4.06 80 12.46 11.43 1 6.52 1.60 4" x 0.030 x ALLOWABLE 2 - LB EPS PANELS CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. L/80 ALLOWABLE SPAN L/120 L/180 FT) L/240 10 24.17 24.17 24.17 24.17 20 23.64 23.64 23.41 23.57- 30 22.57 22.57 21.90 21.01 40 21.51 21.51 20.39 18.91 50 20.45 20.45 1 18.88 16.80 60 19.39 19.39 1 17.37 14.70 70 18.33 18.33 1 15.86 12.59 80 17.26 17.26 1 14.35 10.49 6" x 0.030 x ALLOWABLE 2 - LB EPS PANELS CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. L/80 ALLOWABLE SPAN L/120 L/180 FT) L/240 10 24.00 24.00 24.00 23.84 20 23.65 23.65 23.34 22.84 30 22.94 22.94 22.59 21.85 40 22.23 22.23 21.85 20.F5- 50 21.53 1 21.53 1 21.10 19.86 60 20.82 1 20.82 20.36 18.87 70 20.11 1 20.11 19.61 1 17.87 80 19.40 1 19.40 18.87 116.88 SEAL J INT WITH CONTINUOUS CAULKING UUUU UUUUU( 0000000000 -Z-0) 0000000000( (" Ll WP BOTTOM FACINGS INTERLOCKING CROSS SECTION SLOPE 15 2 uOLDbVG' SANFORD O' OA RTN 4' MAX WIDTH INTERLOCKING PANEL (1/4'/FT MIN SLOPE) 000000000000 0212606 W 00000000000 z¢ w EPS CORE 1LB OR 2LB O O ,O O,.,O Or, CL a ISSUED FOR 2007 PRODUCTAPPROVAL 2 2202012 ISSUED FOR 2010 FBCPRODUCTAPPROVAL ALUMINUM BOTTOM 0 oLL 2:Ew I FACINGS Oma U Q w_ I CLEAR SPAN (L) INSIDE TO INSIDE 0zU-I 0 J UO Q F- QJfna) LL Q JSPAN: p ENGINEER OF RECORD TO PROVIDE n. UJ 0 FOR ROOF CONNECTIONS & ADD TH SUPPORTING STRUCTURE DETAIL BY WALL THIS OR ANY OTHER ENGINEER. O.H. 670 PTI NAGUTTER ODRIPC 0 36' MAX IN FRONT & 257 SS, OF PANEL WIDTH @ SIDES 12' MAX AT SIDES) EPS ROOF PANEL/ SPAN DESCRIPTION DO KIM ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS PO BOX 10039 Tampa, FL 33679 Tel: (813) 857-9955 6 0212606 I ISSUED FOR PRODUCTAPPROVAL W W azOL 81262608 ISSUED FOR 2007PRODUCTAPPROVAL 2 2202012 ISSUED FOR 2010 FBCPRODUCTAPPROVAL 1,j,j 15 Edition PRODUCT APPROVAL 0 i It n > Su W W azOL C ? n- R Q O , PC 2) CU C dM W (n l.- HDU 0 CO Q rn-i aZ0 0 oLL 2:Ew 0 oY Oma U Q w_ 0N L 1.- U_ 1.1.1 0 E to 0zU-I 0 J UO Q F- QJfna) LL QWci0 p 14, 14, n. UJ 0 Ju - DRAWN BY: DYK CHECKED BY: DYK SCALE: AS SHOWN DATE: 2/19/12 Y XGE NS';•/ No. 4M7(EON KI • .E. FLA. REG. NU R49 7 A# 26887 BOX 100 STATEr(Wpa, FL 3 ORIO:••••( b•••••• so NAL _j-25-15 Drawing No. - FL -1001 SHEET 1 OF 1