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162 Edgewater Cir - BR18-002590 - SLABqz 6(ay 11DID CITY OF SANFORD BUILDING & FIRE PREVENTION SUN 7 2018 PERMIT APPLICATION Application No: a s 9a Documented Construction Value: $ z` 9- do Job Address: l W ECQ C(r9, 46kQ c Parcel ID: 11- c90 •- 30 - S_ Co - 00M - OS 70 Historic District: Yes No r Residential g Commercial Type of Work: New LJ Addition Alteration Repair Demo Change of Use Move Description of Work: =ix.S+0 new Screen !born w X io, on exiS-hra ConC.re+e_ sla h. Plan Review Contact Person: /yl i Title: Q4qq- ce_ Mqw,-ixy- e Phone: 40-7 34g 99gq Fax: 407 ,3y9 95gs Email: Allrnvsony(lc @ 01- +-rke' - Property Owner Information N [me bnq 0 M1&4,u)n Dr7C Phone: , / S ? , Odael. 4-c. C: r Resident of property? : ein City, State Zip: .$Anfr fx'w. FL 30773 Contractor Information Name sons Auminum Phone: 1107 .349 997 L/ Street: -;10 Fax:. 1/07 2ij 599 S City, State Zip: C COOVA . FL 3.;k73a State License No.: 5a13)149('C(A Architect/Engineer Information Name: A ldneetc Phone: qr)7 -7,5 d 1147U Street: 01 Vind pp ;+ P_ Fax: qv7 7&L4 17 90 City, St, Zip: r a n A . & E-mail: Alum; nurn sc ir, h l Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records ofthis 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 ork will be done in compliance with all applicable laws regulating constructio and zoning. Signature o caner/Agent Date Sign of Contractor/Agent Date Name UNDAA FINNICK MY COMMISSION Ii FF 2DI941 EXPIRES: Apol 11. 2019 Bonded Thru Notary Pubic Unde wbm Date Print Contractor/Agent's Name NOTARY PUBLIC STATE OF FLORIDA CaToW 00059449 Expires 12I27=W Owner/Agent is v Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[-] Roof Date Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: G• 14 ?o%% 4i' UTILITIES: ENGINEERING: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTEWATER: BUILDING: SF' c.-14 •t 8 COMMENTS: Dt .Fv Sc.rcsry roovN /L P.IU Dow eg.Pri-,* -o Ccwef-lfG bleb as on elan, Revised: June 30, 2015 Permit Application 1 v I I11111111111111111111 I111111111 I111 I111 THIS INSTRUMENT PREPARED BY: Name: • ALL MY SONS ALUMINUM &o e r t 0dS Address: PO ;3OX 20 ' GENEVA FL 32732 NOTICE OF COMMENCEMENT Permit Number. Parcel ID Number. 11-20-30-516-0000-0570 GRANT MALOYr SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BY. 9142 P3 150 (1P9s) CLERK'S T 2018060958 RECORDED 05/30/2018 09:06: AN RECORDING FEES $10.00 RECORDED BY hdevore The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with following information is provided in this Notice of Commencement. 1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) LOT 57 HIDDEN LAKE PH 3 UNIT 6 PB 38 PGS 77 & 78 2. GENERAL DESCRIPTION OF IMPROVEMENT: ' c,''% Install screen room 1%'x10' on existina concrete slab. A. 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: Donald Mettendorf 162 EDGEWATER CIR. SANFORD Interest in property: Primary residence Fee Simple Title Holder (if other than owner listed above) Name: NA Address: 4. CONTRACTOR: Name: ALL MY SONS ALUMINUM Phone Number: 407-349-9994 Address: PO BOX 20 GENEVA FL 32732 5. SURETY (If applicable, a copy of the payment bond Is attached): Name. NA Address: Amount of Bond: 6. * LENDER: Name: NA Phone Number: Address: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section713.13(1)(a)7., Florida Statutes. Name: Phone Number: Address: 8. In addition, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. lk6A iq -'r si of Owner orLou".rs or Lessee's (Print Nome and Provide Signatory's TdeMce) Authorized Ofter/Drector&trier/Manager). State of I' [Of- 40- County of SME w. . ,, :0j:e MTheforegoingIns1"/y••enntt was acknowledged] before me this day of 1 • o../ 20 ' n_ _w _ iN _-1 wwA w1Td w .-J _ by Name Of person making statement who has produced Identification 0 type of Identification produced: SEAL Who Is personally known to me 9 OR UNDA A FINNICK W COMMISSION I FF2DI941 EXPIRES: April 11, 2019 Ash• Bonded ThmNotaryPub%Undervrt4ets ALL MY SONS ALU,'', INUM INC CONTRACT E ALL MY SONS ALUMINUM INC PH 407-349-9994POBOX20GENEVA, FL 32732 j:: FX 407-349-9995 ALLMYSONSINC@ATT NET I #SCC131 149669 I Cynthia Mettendorf ' 162 Edgewater Cir I Sanford 32773 407-415-9553 WORK TO BE PERFORMED: Install new screen room 16,o o / composite walk on roof + walls + 1 door + kick plate3thickInsulatedcompositealu ;num roof, front edge gutter, side finish cap, 1 Internal fan beamSidescreenwall10' + front scre wall 16', Include bottom perimeter 16' tall kick plateor . x6/8 swing o1screend'and (left or right to be deter I with handles + bugsweepFramecolor __ (whi e or bronze) & gutter color _ (white or bronze) Screen mesh all st ndard size 10, 14 black charcoal premium bra' ifer Total contract price $3684 ( $43ddCC5 drawing/engineering/permitting + $3249 labor/material) PAYMENT & PROVISIONS: I!C S 435.00 check payment Is'I`fffue with return of contract/permit documentseS3249.00 check payment is,! ue upon completion of InstallationAllMySonsAluminumIncrese ' S the right to take legal action if necessary to collect owed moneyIncludingbutnotlimitedtopiagalienontheinvolvedproperty. Although we take every possib; measure to respect the vegetation encroaching a proposed work area, we cannot be liable for damaged vegetation within 36" of this work area. Structural super gutter Install do s not automatically Include splash guard unless specified (steeperpitchedhouseroofmaycauserhingwatertojumpthegutterinheavyrainfall). FinalBuildingInspectionflagged''drainage issues with grade of your land is the responsibility of homeownerunlessotherwisein ' •uded In contract work/price ie. Property line swell, regrade of yard, redirectofwaterrunoff, etc to 41 rninate adverse water effects to your/neighbor properties. Replacementroofsorguttersarremoved/Installed same day unless otherwise specified. Damaged a•,.i ..,, mounting surface discovered bel Ind the roof/gutter (such as wood fascia board) that requires a halt in constructionforrepairswillIncY'',an additional $150-$250 charge (depending time/amount materials cleanup &reload based on slz9 f job) for additional travel/set-up to leave & return to the jobsite to completetheinstallationofnewoof/gutter after repairs are quote/complete by us or other contractor. ShamesIndeckbetweencontact & Install will be billed accordingly ie deck size, surface, shape, design likeaddingstepups) unless of erwise noted above. Mounting over pavers requires longer special base plateanchors, there will be an ditional charge of $299 for mount over pavers unless already included IntheabovedescriptionMoungoverotherdecksurfacesuchasslate/rubber will be estimated at timebroughttoourattentionu `less otherwise noted above. Scheduling: We expect to have %vorking space free of other contractors unless specifically agreed upon. Anydelaysduetodoublebookscontractorsonsitewithoutourexpressedknowledge & approval will bechargedtothefinalInvoiceIludingbutnotlimitedtorescheduling + additional travel, construction delaysonceworkisbegun, coo Ination consultations, etc.. Pay attention to all assigned construction datesandcommunicatewiththofficeaccordinglytoavoidtheseissues. rWARRANTY: I All workmanship warranted for 1 yel I, any applicable manufacturer warranty apply. aI . THE U MDERSIqNEDAGREES TO 40OV. I:WORK + PAYMENT & ANY CHANGES SHALL BE A MUTUAL AGREEMENT. caGi, Cynthia Me nd 1?I DW i < U V, 7VN,6— I SEMINOLE COUNTY MULT/ IURISDICTIONAL LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 5/11 /2018 I hereby name and appoint: Roger Close an agent of: All My Sons Aluminum 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): All permits and applications submitted by this contractor. Or The specific permit and application for work located at: Street Address) Expiration Date for This Limited Power of Attorney: 5/1 1 /2019 License Holder Name: James Elkins Jr State License Number: SCC131149E Signature of License Holder: STATE OF FLORIDA COUNTY OF \%'cL'L'C"4 Q The foregoing instr, m/`eentwas a 1ck, owledddge dbef re me this day of 20, by l who is 21-personallyknown to me or who has produced as identification a d w o did di ot) ake an oath. ignatur t otary nt 6f type Notary name Stephanie Malone Notary Public - State of c>Y I dci NOTARYPUBLICSTATE OF FLORIDA Commission No. 9 My Commission Expires: 10 -cam e Expires 12127/2020 10/16/2017 SCPA Parcel View: 11-20-30-516-0000-0570 PropeEW Record Card CIA P Parcel: 11-20-30-516-0000-057011Owner: METTENDORF DONALD J & CYNTHIA W0t8Oo"~ A Property Address: 162 EDGEWATER CIR SANFORD, FL 32773 Parcel Information Value Summary Parcel 11-20-30-516-0000-0570 Owner METTENDORF DONALD J & CYNTHIA Property Address 162 EDGEWATER CIR SANFORD, FL 32773 Mailing 162 EDGEWATER CIR SANFORD, FL 32773-5655 Subdivision Name HIDDEN LAKE PH 3 UNIT 6 Tax District S1-SANFORD DOR Use Code 01-SINGLE FAMILY ' Exemptions 00-HOMESTEAD(2002) 2018 Working Values 2017 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings Depreciated Bldg Value 1 98,448 1 92,872 Depreciated EXFT Value 200 200 Land Value (Market) 25,000 25,000 Land Value Ag Just/Market Value •' 123,648 118,072 Portability Adj Save Our Homes Adj 46,810 42,814 Amendment 1 Adj 0 PSG Adj 0 0 Assessed Value 76,838 75,258 Tax Amount without SOH: $1,460.42 2017 Tax Bill Amount $645.17 Tax Estimator Save Our Homes Savings: $815.25 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 57 - --- ----------- - HIDDEN LAKE PH 3 UNIT 6 PB 38 PGS 77 & 78 Taxes --- ------ -- — -- -- - Sales Land rBuilding Information 1 Permits Extra Features http://parceldetaii.scpafl.org/ParceiDetailinfo.aspx?PID=11203051600000570 1/1 OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATIONCONSTRUCTIONINDUSTRYLICENSINGBOARD Named 6e ow IS CERTIFIEDUndertlie:provisions of Chapptsr:489.FS. Expiration date.:,-'AUG 31,2018 ry,-00 1``'` 6ETVEITA - :-..•+P .- - - sir :, •,, ...,.._. M .: 1-' ter-" " '- ,.. ISSUED: 08/122018 SEAS LISW120001663 SEMINOLE COUNTY BUSINESS TAX RECEIPT JOEL M. GREENBERG, SEMINOLE COUNTY TAX COLLECTOR PO BOX 630 I SANFORD, FL 32772 1 407-665-1000 WWW.SEMINOLE000NTY.TAX VALID THROUGH 09/30/18 ALL MY SONS ALUMINUM INC 490 S COCHRAN RD Account #:132093 GENEVA, FL 32732 REGULATED JAMES E ELKINS (OFFICER) License # - SW 31149669 Qualifier- ELKINS, JAMES ELLIS JR I Receipt #: OLHS2017083101926 Amount Paid: $ 45.00 Date Paid: 08/31/2017 11 t ACQR , CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIVYYY) 3/6/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the pollcy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsements . PRODUCER IRA Insurance CONTACT NAME Elizabeth Rivera PHONe (407) 838-3445 FAC No: ({07)333-3{60 498 S Lake Destiny Dr EDA s.erlvera@lrainsurallce.com INSURERS AFFORDING COVERAGE NAIL • Orlando FL 32810 INSURERA -Bridgefield Employers Ins Co 10701 INSURED INSURER B: All My Sons Aluminum, Inc. INSURERC• 200 W Main St INSURERD: INSURER E• Geneva FL 32732-7240 1 INSURERF: COVERAGES CERTIFICATE NUMBER:18/19 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE AVOL POLICY NUMBER POLICY EF PMIDD YYYIEXP LIMITS COMMERCIAL GENERAL LIABILITY CLAIMS -MADE OCCUR EACH OCCURRENCE S DAMAGE IV RLM tU PREMISES Ea occurrence t MED EXP fAny one person S PERSONAL & ADV INJURY S GEWL AGGREGATE LIMIT APPLIES PER: POLICY PRO- D LOC OTHER: GENERAL AGGREGATE PRODUCTS •COMP/OP AGG t AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCHEDULED ALTOS AUTOS NON•OY.NEDHIREDAUTOSAUTOS CQ SINED SINUEETIMr— Me eccroent BODILY INJURY (Per person) BODILY INJURY (Par accident) II PROPERTY DAMAZY— Per acadent S UMBRELLA LIAB EXCESS LIAR HCLAIMS-MADE OCCUR EACH OCCURRENCE 1 AGGREGATE S DED I I IONII S A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPtIETORIPARTNERff-)ECUTIVE OFFICERUMEMBER EXCLUDED? Mandatory InNH) mIfyes. desbo under DESCRIPTION OF OPERATIONS below NIA 0030-{1936 4/6/2013 4/9/2013 OTH- X STATUTE ER EL EACH ACCIDENT S 100,000tELDISEASE - EA EMPLOYE t 200,000 E L. DISEASE • POLICY LIMIT I 1 500,000 DESCRIPTION OF OPERATIONS f LOCATIONS IVEHICLES (ACORD 101, Addldonal Remarks Schedule, may be attached Itmore space Is required) 407) 688-5152 City of Sanford 300 N Park Avenue Sanford, LPL 32771 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ian Tomlinson/LIZ `/ 01988- 2014 ACORD CORPORATION. All rights reserved ACORD 25 (2014101) The ACORD name and logo are registered marks of ACORD INS025 ( 201401) Ate-. IPVRI!' CERTIFICATE OF LIABILITY INSURANCE DATE (MWDDIYYYY) F01n6/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the pollcy(les) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endomemen s . PRODUCER Ample Insurance Company P.O. Box 929 Oakland FL 34760 NAME; George Bryant PHONE 321) 222-1488 Ne : (321) 222-1487 AWE , certs®am leins.com INSURE 8 AFFORDING COVERAGE NAIC d INSURER A : FEDERATED NATIONAL INS CO INSURED ALL MY SONS ALUMINUM, INC. 490 S Cocharan Rd Geneva FL 32732 INSURER B : INSURER C : INSURER D : INSURER E : INSURERF: I r_nVFRAr,Fs CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE AWL SUBR POLICY NUMBER POLICY EFFMMIDDIYYYYI POLICY YY LIMIT'S A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE OCCUR GL0000032763-02 01/27/2018 01/27/2019 EACH OCCURRENCE S 500.000 PREMISESEa oomme 100,000 MED EXP oneperson) S 5,000 PERSONAL a ADV INJURY S 500,000 POLICY JECT LocGEN' L AGGREGATE LIMIT APPLIES PER: OTHER GENERAL AGGREGATE S 500,000 PRODUCTS - COMP/OPAGG 500,000 AUTOMOBILE LIABILITY ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS HIRED NON -OWNED AUTOS ONLY AUTOS ONLY COMBINED SINGLE LIMITEaacddent BODILY INJURY (Per person) BODILY INJURY (Per soddent) S PROPERTY DAMAGE Per de S S UMBRELLA LUIB EXCESS LJAB HCLAIMS-MADE OCCUR EACH OCCURRENCE AGGREGATE S DED I I RETENTIONS WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRIETORIPARTNERIEXECUTIVE DOFFICERIMEMBEREXCLUDED? Mandatory In NMI If yea, desclbeunder DESCRIPTION OF OPERATIONS below NIA PER H- STATUTE ER E.L. EACH ACCIDENT S E L DISEASE - EA EMPLOYE E L. DISEASE - POLICY LIMIT S DESCRIPTION OF OPERATIONS ILOCATIONS IVEHICLES (ACORD tet, AddIdoml Remerlu SoMdule, may be atbcMd M more spat* is requlmd) CERTIFICATE HOLDER CANCFLLATInN SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City Of Sanford ACCORDANCE WITH THE POLICY PROVISIONS. 300 N. Park Ave. AUTHORIZED REPRESENTATIVE Sanford, FL 32771 40 01988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016103) The ACORD name and logo are registered marks of ACORD Iz RECORD COPY ALUMINUM SCREEN DESIGN - Aluminum & Construction Engineering Plan Types: Screen Room/Sun Room/Fill In Pool Screen/Cage (Non -Removable Screen — Designed to withstand actual Wind Speed) Car Port Patio Cover Other: Project - Address: (pa` City:..SC. r. o) . F cJ gLwri-4-e,r Cis f 76.00 Rush F Contractor Name: A j j My Address: jnL (fix REVIEWED FOR CODE COMPUANCE city: &enewc PLANS EXAMINER Zip Code: 3D-7 ;-L_-_) `'kg'`1- DATE Phone/Fax: / 4q0-7 -_3"Lrci rff- jS Email: p#T :Sc-ZS11fl C 1+i Choose`One: Mai Pic Up E-File Fed Ex o of Copies For FedEx o to v< inumscreendesign.com and provide FedEx account #) Payment: Che k Credit Card* For Credit o on go to www.aluminumscreendesign.com to pay by credit card) Engineering prepared Q c n DSANFORD BUILDING DIVISION J7 MIT ISSUED SHALL BE CONSTRUED TO BE A E TO PROCEED WITH THE WORK AND NOT AS ORITY TO VIOLATE, CANCEL, ALTER OR SET EEASDNORANY OF THE PROVISIONS OF THE TECHNICAL SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE Engineer: Michael Thompson, MSc, P.E. (P.E. # 47509) 4401 Vineland Road- Suite A6 Orlando, FL 32811 Oifice:407-734-1470 Cell: 407-721-2292 Project Manager Paul Thomas 386479-9504 Fax: BM923-8181 Email: aluminumscreendesiran0yahoo.com Website: www.aluminumscreendesign.com cA#30930 NNNEASDAIUminurnALUMINUM SCREEN DESIGN L Construction Engineering Ultt'm,,NVc1Spe rD - edi( 130 Eed • Category C Risk Categ'o'iry " ID .. _.- 7.wy ,! r• ram.+__ si.tr aa .•raid: ..v.:r! ten- .k•. a.. .try ---e r- . v S;c een--R, oo,rnw/Sun Roorn/Fill In XJ insulated. Pan Roof Gutter k0ascia Block Wall Conventional Wall 4th Wall Uprights 3 X_ Top Plate a X 3> Kick Plate " Pool S reen/Ca"e Dome Gable Mansard Shed/Slope Gutter Fascia Block Wall Conventional Wall Beams X Uprights X Purlin - X Kick Plate Car Port• Insulated Pan Roof Gutter Fascia Block Wall Conventional Wall 41 Wall Beams X Post X Patio,Cov er--: Insulated Pan Roof Gutter Fascia Block Wall Conventional Wall 4"' Wall Beams X Post X Existi Pavers Other: New: 4"Slab Pier 6" Thickened Edge Ribbon Footer X Note: In the event that there is a conflict with the design plans and general notes and design standard, the contractor shall utilize the more stringent dimensions and member sizes prior to ordering materials, fabrication and/or construction between the plans and the general notes and design standard. Engineer: Michael Thompson, MSc, P.E. (PE#47609) 4401 Vineland Road Suite A6, Orlando, FL 32811 CA#30930)-Ph 407-734-1470/Fax 407-734-1790 . ALUMINUM SCREEN DESIGN EN A DSAluminum 6 Construcllon Engineering General Notes & Design Standards Screen Patio Room Enclosure) The following are general design standards. More stringent design standards may be noted on the plans. In the event of a conflict in plans and/or design standard dimensions and/or member sizes, the contractor must utilize the more stringent dimensions and/or member sizes prior to ordering materials, fabrication and/or construction. Desien Codes: Florida Building Code 2017 (6'' Edition) Aluminum Design Manual 2015 ASCE 7-10 Desien Loads: Pursuant to FBC Chapters 16 & 20 Ultimate Wind: -130 MPH (FBC Table 2002.4) (35 psfi Risk Category: -See attach site specific plan sheet (FBC Table 1604.5) Exposure Category: -See attach site specific plan sheet (FBC 1609.4.3) Additional Load requirements: Structural members supporting screened enclosures are designed for wind in both of two orthogonal directions using the pressures given in Table 2002.4. Each primary member is also designed for a 300 pound load applied vertically downward along any 1 foot of any member, not occurring simultaneously with wind load. In addition to wind pressures, purlins is also be designed for a 200 pound load applied vertically downward along any 1 foot of any member, not occurring simultaneously with wind load. Design Basis: Allowable Stress Design (ASD) =Allowable Strength Design (ASD) divide by safety factor General Requirements: Reproductions of contract drawings by contractor in lieu of preparation of shop drawings signifies acceptance of information shown as correct and obligates himself to any expense, real or implied, arising from their use. A change to the structural drawings due to the acceptance of alternates and/or substitutes is the responsibility of the contractor and must be submitted to the engineer for approval. The general contractor and each subcontractor shall review the approve construction plans in its entirety and verify all existing conditions prior to the start of any work. All inconsistencies shall be reported to the designer and/or structural engineer, if needed. Should contractor construct the premises in a fashion not consistent with the plans prepared by the designer and/or structural engineer, or in any fashion, change the plans and drawing without the review and approval from the designer and/or structural engineer. Then designer and/or structural engineer shall bear no responsibility or liability for the construction of premises and accuracy of thedrawings. Foundation and Earthwork: Applicable only when unsuitable soils are encountered. When unsuitable soils are encountered as specified bearing strata, notify owner's representative/engineer. Soil bearing capacity — 2,000 psf Minimum Provide neat excavation for footing and place concrete immediately after excavation and inspection. Pump water from footing excavation if greater than one inch. Compact all fill to 95% ASTM D698 density. Unit soil weight = 105 pcf Internal angle of friction = 30 degrees Coeff. Of friction between footing and soil = 0.5 Michael Thompson, P.E. #47509/CA#30930 4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www. aluminumscreendesign.com A DALUMINUM SCREEN DESIGNSAluminum & Conslrutlion Engineering Structural Aluminum: Conform to latest edition of Florida Building Code and Aluminum Design Manual standard practice for aluminum 1- ` design. All aluminum shall be 6005-T5 (E_ 10,000 ksi; Fy = 35 ksi) with a minimum wall thickness of 0.046". Splicing prohibited without prior approval as to location and type. Burning of holes in aluminum members is prohibited. Any member with burned holes must be replaced. Aluminum Protection: Shall be pursuant FBC 2003.8.4. Aluminum surfaces in contact with dissimilar materials, lime -mortar, concrete, or other masonry materials, shall be protected with powder coated or ESP paint or alkali -resistant coatings, such as heavy -bodied bituminous paint or water -white methacrylate lacquer. Screws: Aluminum self -tapping screws shall conform to ASME B 18.6.4 specification. Self —tapping screws shall meet the requirements of ADM J.5 Maximum fastener spacing shall not exceed (3+20t) where "t" is the member thickness in inches. For roofing and siding connection, use minimum # 12 screws for end and side laps spaced at 12" max for side lap and end lap fasteners shall be no more than 2" from the end of overlapping sheets. For bottom plate and column base, secure with '/4" tapcons a minimum embedment of 1 1/8" and 2 '/." respectively into concrete footer. Bolts: Bolts and other fasteners shall be aluminum, stainless steel, hot -dip or electro-galvanized steel. Double cadmium plated steel bolts may also be used. Bolt holes diameter shall not exceed 1/16" larger than the bolt diameter and shall be spaced at a minimum of 2.5 times the bolt diameter with minimum edge distance of 1.5 times the bolt diameter. Bolts shall meet the requirements of ADM J.3 Chair Rails, Purlins & Wind Brace: Chair rails, purlins and wind brace shall conform with the below maximum span length. If the event contractor's specific site plan conflict with the below recommended length, the contractor shall utilize the more stringent dimensions and member sizes prior to ordering materials; fabrication and/or construction. Wind Speed =130 MPH 2 x 2 Chair Rail = 6'-0" 2 x 2 Purlins = 6'-6" 2 x 2 Wind Brace = 4'-3" 2 x 3 (0.125) Wind Brace = 9'-0" 2 x 3 Chait Rail = 8'-0" 2 x 3 Purlins = 8%0" 2 x 3 Wind Brace = 8%0" 2 x 4 Wind Brace = 9'-0" Concrete Conform to ACI 318, latest edition and ACI 301 Compressive Ultimate Strength (Minimum at 28 days) shall be 3000 psi Exposed chamfer edges shall be %" Reinforcine Steel: Conform to ACI 318 and 315, Latest edition All reinforcement steel shall be ASTM A615 Grade 60. Smooth dowels & ties shall be ASTM A185 Welded Wire Fabric shall be ASTM A185 or A82 (Flat sheet). Deformed bar anchors shall be ASTM A496, Grade 70 Cover: Footing 3" Washer: Washers shall be used under bolt heads and under nuts. Michael Thompson, P.E. #47509/CA#30930 4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www.aluminumscreendesign.com ALUMINUM SCREEN DESIGNSDAluminumdConstructionEngineeringHole Alignment: `^ Poor matching holes must be rejected. Contractor shall prevent holes from drifting and distort the metal All chips and foreign matter between contacting surfaces shall be removed before assembly. Beams & Uprights: In the event of a conflict with the values in this table and the site specific plan, the contractor must utilize the more stringent dimensions and/or member sizes between the site specific plan and the below applicable span limitations prior to ordering materials, fabrication and/or construction. 130 MPH PRIMARY BEAMS & COLUMNS -SCREEN & PATIO ROOM ENCLOSURES ROOF PANELS Beam - Size Max Beam Span & Max Column Spacing Column -Size Max Column -Height Pan Roof Span Insulated Roof Span 2 X 3 6'-0" 2 X 3 8'-0" 3" Spans 13'- 6" 3" Spans 15'-0" 6" Spans 20'-0" 2X48'-6" 2 X 4 8'-0" 2 x 5 101-0" 2 x 5 9'-0" 2 X 6 12'-0" 2 X 6 10'-0" Knee Bracing: Contractor shall provide knee bracing on 45 degree angle pursuant the attach detail sheet that specified size and length requirements. Knee bracing on upright above super gutter intersection shall be connected to upright no more than 6" above the super gutter. Knee brace size shall be a minimum of 2 x 2 for beam span of IS' max; 2 x 3 for 30' max; 2 x 4 for beam span greater than 30'. Purlin• Contractor is required to install purlins spaced to align with column spacing; however, spacing between purlins shall not exceed 7'-2". Intermediate/ Header Beam: Contractor is required to install a minimum 2 x 7 intermediate header beam supported with 3 x 3 column spaced at 10 feet (max) when insulated roof span exceeds 15 feet. Patio Cover: Contractor is required to install insulated roof covering pursuant to the Florida product approval specification. Overhang shall be a maximum of 1'-0" along the side, 3'-0" along the front and 1/2" along the front interface between the super gutter and the attached pool cage knee riser wall. Maximum deflection shall be limited to L/80. Edge Distance: Contractor is required to install uprights to provide a 2" minimum clearance from edge of slab and/or footer. Vinyl, tempered glass, and acrylic panels: Vinyl, tempered glass, and acrylic panels shall be removable. Removable panels shall be identified as removable by a decal. The identification decal shall essentially state "Removable panel SHALL be removed when wind speeds exceed 75 mph (34 m/s)." visible when the panel is installed. Michael Thompson, P.E. #47509/CA#30930 4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www. aluminumscreendesign.com Av_ ! , ( 1 ! i j• I ! I £ i + t I , ! I I ' 3Ya1 { I' I j I I' 1 I I IIn t I ,9j1 I oo .WA(Z.' .Gift:._-• _._'----'-- -- •-' - - _ ' 11__-MM.-J_ l- f--,.. -_- 1-_ l /-,_..._ _M'..- (-.. ___.. •.... I ! ,,gg.Y_I.:..11... SC1 15 A1r'I.N. ;l r .. ' I : ! I DXa cu.{° GENCvA • - I : - • '- - '-- - -:-• -- ' - ' . i . i i I IG.," KI LAiC i- 07 3u` 999/ _ 1 ! i- i __ i . . ' _. ! ' i .; I _I ! ! I i i I _ j_ _ J 1 ....i- •, - - - ' ' I 1 ! - - ! - I In the event of a conflict m!memoer'sices snows on the plans and the.general notes; the'contradar mullutilizethemorestringentmembersizerequire i - ALUMINUM SCREEN DESIGN EXTRUDED FASCIA IS ATTACHED TO 3" C CHANNEL IS ATTACHED THRU FASCIA 04TO RAFTER TARS WITH #10 2" 6" FROM 3" INSULATED ROOF WITH 910 1" 6" ENDS 24" O.C. & TO 3- INSULATED ROOF WITH (6) #10 1" PER SIDE FROM ENDS 24" O.C. EXTRUDED GUTTER IS ATTACHED 3" INSULATED ROOF WITH #10 1" 6" FROM ENDS 24" O.C. ROOF IS ATTACHED TO FRONT WALL WITH (4) #10 4" PER PANEL 2X2 POST .046 OR GREATER 2 HINGE 2X2 FRONT WALL TOP PLATE HINGE LOCATIONS SCREEN DOOR FULL Z OR DOOR JAM STANDARD DETAIL EACH DOOR IS SCREWED INTO UPRIGHTS WITH #10 1" 6" FROM ENDS 24" KICK PLATE IS ATTACHED TO STRUCTURE WITH #10 1" 6" FROM ENDS 18" O.C. ALUMINUMSCREENDESIGN.COM ALUMINUMSCREENDESIGN @YAHOO.COM PHONE: 407-734-1470 FAX: 407-734-1790 UPRIGHTS ARE ATTACHED WITH: BLIND SCREWED WITH (3) #10 3", CAPRI CLIPPED WITH (4) #10 1" PER CLIP BLIND CLIPPED WITH (4) 910 1 " PER CLIP 1 X2 IS ATTACHED TO FRONT WALL WITH #10 2" 6" FROM ENDS 24" O.C. CHAIR RAIL IS ATTACHED TO UPRIGHTS WITH EITHER: BLIND SCREWED WITH (3) #10 3" OR, CAPRI CLIPPED WITH (4) # 10 1 " PER CLIP OR BLIND CLIPPED WITH (4) #10 1" PER CLIP UPRIGHTS ARE ATTACHED WITH: BLIND SCREWED WITH (3) #10 2" OR, CAPRI CLIPPED WITH (4) #10 1" PER CLIP & BLIND CLIPPED WITH (4) 910 1" PERCLIP DESIGN STATEMENT METAL IS .046 THICKNESS OR GREATER. ALLOY IS 6005-T5 ALL TAPCONS SHALT. PROVIDE MINIMUM OF 11/8" CONCRETE EMBEDMENT DEPTH INSULATED ROOF IS ATTACHED TO IUNUNUM STRUCTURE WITH # 10 4" X2 SIDE WALL TOP PLATE I X2 IS ATTACHED TO BLOCK STRUCTURE WITH 2-1/4" X 1/4" TAPCONS 6" FROM ENDS 24" O.C. 3X2 SIDE WALL UPRIGHTS 2" X 2" X 1/8" ANGLE IS ATTACHED TO UPRIGHT W/ (2) #10 1" & INTO CONCRETE 2X2 CHAIR RAIL IX2 IS ATTACHED TO CONCRETE WITH 2-1/4" X 1/4" TAPCONS 5" X 1/4" IF THRU PAVERS) 6" FROM ENDS 24" O.C. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 130 MPH FOR 3 SECOND GUSTS) NOMINAL SPEED 101.4 MPH UP TO A 15FT ROOF HEIGHT. FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE. FABRICATION AND CONSTRUCTION CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS MICHAEL THOMPS 4401 VINELAND RO SUITE A6 10, FL 32811 P.E. # 47509 La CA#30930 1 City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # Project Location Address As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Sliding Sectional Roll U Automatic Other 2. Windows Single Hun Horizontal Slider Casement Double Hun Fixed Awnin Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Underla ments Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and ShinalesRoofing tiles Roofing Insulation Waterproofing Built up roofing - System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E. P.S. Roof Panels Roof Vents Other u inumr lurr; a I. June 2014 Catbgory / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates En ineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature //,/5; Applicant's Name Please Print) June 2014 3/19/2018 Florida Building Code Online r 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 Unks I Search I lida r ®Product Approval I. USER: Public User Product ARoroval Menu > Application Detail OFFICE OF THE FL # FL7561-R4 SECRETARY _ Application Type Revision Code Version 2017 Application Status Approved Comments Archived i Product Manufacturer Elite Aluminum Corporation Address/Phone/Email 4650 Lyons Technology Parkway Coconut Creek, FL 33073 954)949-3200 dk@dokimengineering.net Authorized Signature Do Kim dk@dokimengineering.net Technical Representative Bruce Peacock Address/Phone/Email 4650 Lyons Technology Parkway Coconut Creek, FL 33073 954) 949-3200 bpeacock@elitealuminum.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Products Introduced as a Result of New Technology Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer j Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Do Kim, P.E. the Evaluation Report Florida License PE-49497 Quality Assurance Entity QAI Laboratories Quality Assurance Contract Expiration Date 12/30/2022 Validated By CBUCK Engineering 6 Validation Checklist - Hardcopy Received Certificate of Independence FL7561 R4 COI Cert of Indenendence.pd Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1709.2 https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgsgJkzX72BeuCecN82vca/o2bRBYM6sOHgAjmo%3d 1/2 3/19/2018 Florida Building Code Online Product Approval Method Method 2 Option B Date Submitted 08/15/2017 Date Validated 08/16/2017 Date Pending FBC Approval 08/20/2017 Date Approved 10/10/2017 Summary of Products 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 R4 II 2017 FBC-Elite Aluminum Corp Install Approved for use outside HVHZ: Yes Instruct.R.d1 Impact Resistant: No Verified By: Do Kim, P.E. PE 49497 Design Pressure: +80/-80 Created by Independent Third Parry: Yes Other: In HVHZ, not to be used in structures considered Evaluation Reports living areas per FBC Section 1616 unless impact protection is FL7561 R4 AE FL 7561 Evaluation Reeort-2017 FBC.p& Created by Independent Third Party: Yesprovided. See installation drawing for nominal allowable design pressures and spans. Bsck Next Contact Us : • 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487.1824 The State of Florida Is an AA/EEO employer. Qqylight 2007-2013 State of Florida.:: Prlvacv Statement :: Accessiblllty Statement : • Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.139S. 'Pursuant to Section 455.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address it they have one. The emalls 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 of you are a licensee under Chapter 4SS, F.S., please click tag. Product Approval Accepts: FINE IM-E-401,® Credit Card Safe https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsgJkzX72BeuCecN82vc°/a2bRBYM6sOHgAjmoa/o3d 2/2 ELITE PANEL SPAN TABLES: 1. Net allowable loads are permitted to be multiplied by 1.67 to derive ultimate loads (PS0. 3' x 0.024 x 1 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)l MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 1617 1176 13.47 13A3 14.10 20 1311 1 22 1035 30 10.70 10.78 941 660 40 922 922 30 617 W7 3.79 60 740 0.99 70 6a1 31 1 4' x 0.024 x 1 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSr)l MAX. ALLOWABLE SPAN (FT) L/80 L/180 L/240 10 two 17.17 1633 20 ISA1 11F.977, 1101 13.95 30 12.50 12.50 1139 10 10.97 Ia97 660 0 9.92 9.92 941 62Z 60 913 913 731 16. 0 SSB IA7 a aim 642 3b. 6' x 0.024 x 1 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS), NET I MAX. ALLOWABLE SPAN (FT) 3' x 0.032 x 1 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 I L/120 I L/180 L/240 10 17.50 17.50 1691 1596 20 16,64 IS96 14 1 30 1117 1406 1121 636 40 1369 12.16 036 436 50 teze t026 sal a 6 60 10. 70 927 6.46 BO 730 436 4' x 0.032 x 1 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF>1 MAX. ALLOWABLE SPAN (FT) L/BO L/120 L/180 L/240 10 20.30 1120.30 20.11 1924 20 1961 I 192. 1749 13.74 30 ISO 1.4 1447 I221 40 167E 1174 1221 8.74 30 Is" I3,99 96Z 523 60 1384 1224 740 1.73 0 12-40 10.49 1 so 10.95 a71 1.73 6' x 0.032 x 1 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 2140 24,00 ZIAO 23.2 zo 331 E321 alaz 20z2 30 ealo 2163 1942 17A2 10 2046 2043 1742 1382 50 196E 16..7 1462 1062 60 1039 I 1 Z A2 70 17.14 1130 982 1Ze 00 1191 1172 7.42 142 3' x 0.024 x 2 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 1933 Is" Ia31 17.66 I611 0" 1636 Is" 30 1680 1636 1441 12.16 10 1 19 1346 IE.16 986 so 1419 13.76 ION 726 60 1287 1? 46 037 4zr 70 11.37 11.16 6" 2A7 In 1026 986 4.67 4' x 0.024 x 2 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) NET I MAX. ALLOWABLE SPAN (FT) ALLOWABLE LOAD (PSF)1 I L/80 I L/120 I L/I80 L/240 6' x 0.024 x 2 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 Z393 2193 2349 2360 20 Z3m E2.46 30 2247 22.47 2ZIII ZL75 2175 2133Wevoe21A22019 60 2029 EU 19 1 NL3107019.37 1937 1879N1937 GENERAL NOTES 1. Composite panels shall be constructed using type 3003-H154aluminum facings. I or2 PCF ASTM C-573 carpenter brad EPS adhere toaluminum facings with Ashland Chemical 20200 ISO grip. Fabrication to be by Elite pond products only in accordance with approved fabrication methods. 2. Elite roofpanels maintain a UL 1715 (int) clan V(ern) rating and ale NER-501 approved 3. This specifialion has been designed and shall be fabricated in accordance with the requirements ofthe Florida Building Cade 66 Edition (FOC). composite panels comply with Chapter 7 Section 720, Chapter 8 Section $03, Class A interior finish. and Chapter 26 Section 2603. All local building code amendments shell beadhered to as required. 4. The designer shell determine by accepted engineering ptictive the allowable loads for site spanfic load conditions (including bad combinations) using the data from the allowable loads tables and spins in thisapproval. 5. Deflection limits and allowable spans have been listed to meet FBC including the HVHZ. In HVHZ, this product shell be used in structures "not to be considered living areas" per Section 1616 unless impact resistance in accordance to the HVHZ requirements we met. 6 Safety factor of 2.0 has been used to develop allowable loads and spans from testing in aaordence to ale Guidelines for Aluminum StructuresPart I old conforms to the FBC Chapter 16end 20. 7. Testinghas beenconducted in accordance toASTM E72-05: Strength Test ofPanels for Building Construction. 8. Reference testreporo: HETI.05.1988. HETI-06r2104. HEn-062066. HETI-06.2105. HETI. 6.2067. HETI-05.1002, HETI- 06.2107, HETI-05-1987, HETI-06-2069, HEfI-06r2070. HETI.W2071, HETI-05-1994, HETI-05.1991, HEn.06.2072, HE n-06-2073, HETI46.2074, HE1I-05-1996, HErl-05A989. HETI-05-1993, HETI-05-1985, HETI-05-1995, HETI-05. 1990. HETI.05.1997. HETI-05-2037, HETI-05.2029, HET145.2039, 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 tosimilar panels without fan beams. Design professionals may include 3' x 0.030 x 2 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 t0 nil Z023 19.12 I"I 20 19A2 7181 1738 163s 30 17.93 17.38 15.73 1329 10 16s3 1. 13s9 11.13 50 I5,74 1542 IEAS 6.97 60 1464 1389 1021 W 70 a-1266 ILA 106 out IP-46 11.43 W 160 4' x 0.030 x 2 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 21.17 Z1.17 2.47 2.37 20 2314 2364 E141 Z3It 30 2. 7 2 7 21.90 IAI 40 ZL51 NN 2039 1991 30 ZM45 20,45 lass 16AO 60 19.39 1939 1737 H.70 0 1033 18.7 1 12.59 80 I7z6 1726 1435 1a49 6' x 0.030 x 2 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/180 L/240 t0 Z.00 24 D0 2181 20 23.63 E33/ 22.I1 30 22.91 2239 2183 0 izza E1:112. 0 2185 ZO83 50 2133 2110 1946 New 1987 70 20,11 1961 1727 a0 1910 1o87 1688 AL .A1NT VITN CONTINIAUS CAULKING 0000 000000 is 0000000000f o0 1 A Ni INTERLOrKING [BOSS SE[TION O'TIONAL CGUTTER OR DRIP CAP SLOPE I 1' MAXID7H INTERLOCKING \ PANELL (1/4'/PT MIN SLOPE) 00000000 EPS CORE ILI OR 2ta O6O O O ALUMINt61 BOTTOM 1 1 FACINGS O6o0IIFCLEARSPAN (U INSIDE TO INSIDE ADD THICKNESS Or VALL FOR TOTAL PANEL SPAN QO o° F.00136' 000WOO OM MAX IN FRONT t 23% OF PANEL VIDTH a SIDES 12' MAX AT SIDES) ENGINEER OF RECORD TO PROVIDE FOR ROOF CDMNECTIONS 6 SIAPutTING STRUCTURE DETAIL aY THIS OR ANY OTHER ENGINCEa EPS ROOF PANEU SPAN DESCRIPTION 00 KIM I6ASSOCIATES. LLC CONSULTING STRUCTURAL ENGINEERS PO Box loon TYroA. FL 33670 TO (013)4974M Ja A 0WK3, ac3 WU) off^ yF moan Vi i a 0 00. 0pDa E m 0W c' m WAG Et- UCr 0wS7zw Q! J, h WIoU U. to a Cr W Q J aY. -, OO 10ENyE . FIAPEG mINBER4"W4. KWYASBOCUtE1.LWj riflf6Ki °7oma. Drawing No. - FL-1001 SHEET IOFI DO Kim & ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS Florida Board of Engineers Certificate of Authorization No. 26887 Product Evaluation Report Date: August 10, 2017 Report No.: FL# 7561-R4 Product Category: Roofing Product sub -category: Products Introduced as a Result ofNew Technology Product Name: EPS Foam Core w/ Aluminum Skin Composite Panels Manufacturer: Elite Aluminum Corporation 4650 Lyons Technology Parkway Coconut Creek, FL 33073 Phone: 800-421-0682 Scope: This product evaluation report issued by Do Kim and Associates, LLC and Do Kim, P.E. for Elite Aluminum Corporation is based on Florida Department ofBusiness and Professional Regulation Rule 61 G20-3.005 (2) Method 2 (b) of the State of Florida Product Approval. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or updates. Do Kim and Associates, LLC and Do Kim, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Florida Building Code, 6's Edition FBC) and where pressure and deflection requirements, as determined by Chapter 16 of the Florida Building Code, do not exceed the design pressures as shown on the approval. 1\IJt,,, 1A Nw.MNf •. ` 10, SONAL -9.If l060"OV o1,N.lgo""PNu.d'.PW.a dd\ d--re it ,.4i*,,d dV dWYW dNd h. n Inmnu Nrww..^Yele\\roY[\.ok\ nnslssovDo Kim, P.E. FL # 49497 P. O. Box 10039 813.857-9955 Tampa, FL 33679 dk@dokimengineering.net Sheet 1 of 3 DO Kim & ASSOCIATES-p LLC CONSULTING STRUCTURAL ENGINEERS Supporting Documents I. Code Compliance a. The product assembly described herein has demonstrated compliance with the Florida Building Code 6'h Edition (FBC), Section 1709.2. 2. Drawings: a. Drawing No. FL-1001 titled "EPS Foam Core Composite Panels", Sheets 1 and 2 prepared by Do Kim and Associates, LLC., signed and sealed by Do Kim, P.E. 3. Testing a. Testing per ASTM E72-05 as performed by Hurricane Engineering & Testing, Inc. HETI), and reported in test report numbers HETI-05-1988, HETI-06-2104, HETT-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, HETI-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, HETT-05-2048, HETI-05-2036, HETI-05-2031, HETI-05-2038, HETI-05-2065, HETI-05-2040, HETT-05-2042. 4. Calculations a. Panel performance engineering analysis for tested loading conditions have been prepared based on comparative and/or rational analysis, prepared, and submitted by Do Kim, P.E. 5. Other a. Quality Assurance Agreement verified with Quality Auditing -Institute, LTD. (QA1 Laboratories, LTD.) (FBC Organization ##QUA7628). P.O. Box 10039 813.857-9955 Tampa, FL 33679 dk@dokimengineering.net Sheet 2 of 3 DO Kim & A99013IATE8v LLC CONSULTING STRUCTURAL ENGINEERS Limitations and Condition of Use 1. Code Compliance a. The product assembly described herein has demonstrated compliance with the Florida Building Code 6'" Edition (FBC), Section 1709.2. 2. Large and small missile impact resistance has NOT been tested to or evaluated for in this approval. 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. 3. Each product listed above shall be installed in strict compliance with its respective Product Evaluation Document and site -specific engineering along with all components noted herein. 4. Use of each product shall be in strict accordance with its Product Approval Evaluation and Limitations of Use. 5. Composite panels shall be constructed using type 3003-H 154 aluminum facings, 1 or 2 PCF ASTM C-578 Dyplast Products LLC brand EPS foam insulation (NOA No. 16-1129.05) adhere to aluminum facings with Ashland Chemical 2020D ISO grip. Fabrication to be by Elite panel products only in accordance with approved fabrication methods. 6. Elite roof panels maintain a UL 1715 (int) class `B' (ext) rating and are NER-501 approved. 7. This specification has been designed and shall be fabricated in accordance with the requirements of the 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. 8. 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. 9. Deflection limits and allowable spans have been listed to meet FBC including the HVHZ (L/80 for spans < 12'-0" and L/180 for spans > 12%0"). 10. All supporting host structures shall be designed to resist all superimposed loads. 11. All components which are permanently installed shall be protected against corrosion, contamination, and other such damage. 12. Size and Span Limitations: a. Composite panels shall be limited to those specific panels listed in the DWG. FL-1001. b. Panel spans shall not exceed those listed in the tables of DWG. FL-1001. P.O. Box 10039 813.857-9955 Tampa, FL 33679 dk@dokimengineering.net Sheet 3 of 3 LEGAL DESK IP ION: LOT 57, HIDDEN LAKE PHASE III -UNIT VI, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 38 PAGE(S) 77 - 78 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. l4 4 t:Ae Is 47 L 0 58 st• I/r J. A. CAP, Isk? 6 - 4'27'46" L 77.59' R - 995 23' LEGEND: CChCRETE SET 1/2- RCBAR h CAP PSM 5567 fOUND PROPERTY CORNER L fOw7 4' x 4' CONCRETE --- lrcll OAS VETER CF FlRE HYDRANT 0 -Lis - CENTERLINE BL44D1NG SE MACA1 LSE BARBCD 'MR- CENCEX--x—x—x- O=O—C---C- WOOD FENCE 00-0-07 CHAIN LINK FENCE 0u—wv— OVEAmEAD Ulluty LLRCS CERTIFIED T0: UNIVERSAL LARO TITLE. INC. SIRST AMERICAN TITLE RISVRANCE COMPANY hOtOBANC WORTGAIX CORPORATION DONALD JOSEPH MEiTEN00RF CYNTMIA LUCUX METTTENOORF E:.Rr.CS SHOurt-i7-REON ARE BASED ON OF EOCEWATER CIRCLE 9L NC N26.39'51'E PER KAT I. i.•tC JU T-IE rLOCD •hSURANCE RATE VAO 0 171:7C 0345 E DATED C4 17 95 T11C PROPERTY 5- v E'EJa AD -EARS TO LI= Lv ZONE X. 19 C- x /U pn drC,'SfT Cores-cf S aS fi .5 s la o,- On u/T . SCALE 1"- 30 FEET air 1/2• 4 A CAP 5561 ti. - NO, R&D 4, CONC. - CO%CRE rERAZRADIALC.B.. CONC'RE'.: BOCK R P RADIUS 'M F, . WCOO rRAMEQCCNIRALANGLECO`t, - COVEREO ARC LENGTW ENT. s (NTRA.V^E CKVIC CI ORO OEARi%C Av. WAT:P Vero LS LAND S'JR1rcYOR ASP v.,06 ockh PC.E 0. • LAND SLRVEYtNC BUSJ%ESS C;P . CONC PCMRR 3C'r V MEASURED A/C A$ COND P,%rQ P . PLAT 4\,N . RICL r CF 'AAfPRVPERMANENTREFEREr.CE Vi;hdvEr,T -R - 1ROv aCCoC - PLAW. Or CURVAT,IRE iP - IRO,. PIPE03 - POVr 0i• 9EGINtANG C.V. CCNCPETCPTPCIVIOFTANGENTrfELEvFIr.;:•iE0 r,C7a • E'."c" L. E U0V EASEMENT OUE. - EIRAINACC A U-.r7Tv EASEVEW NOTES: 1 '1,IS SURi•E1 IS BASED ON WE L".GAL DESCa:P%I-'-)r, AS PPO'ODtO BY y: _LI-Mt 2. ]HIS S:JRVEYOR t--AS ROT ABSTRACTED LAUD SNOwtI I•ERECN FQR EASEVEhTS. r-w-t5 OF IvAY OR RESTRICTIONS OF RECORD w-ICm MAY AFiECT T:i_ TITLE OR LSE Gr 3. CO NOT RECOVSTRuCT PROBER— _ DES I BVIL DISIC TIES 4. NO -GOING OR OVtRHA„ CS 'iA:E ?--Zl, LOCATED EXCEPT AS SI-Crn. 5, ti0 IMPRO'TVr_NTS C4 IJTIL TIES -14vE 0:-, LCCATED EXCEPT AS SHOWN. o TFc15 SURsrEY IS T,OT VALID Yr11-,LIT SIGNATURE ANO THE ORIC.NAL RAISED SEAL or A JYrA Jca r;o 'CA21S: GELD DATE: 0:/12/01 BRADLEY COX & ASSOCIATES i5. R0nS:D: LAND SURVEYWC C,iECx 9Y. 108 WESTWINO COURT C.+EC1cED BY. e"C SANFORO. FLORIDA 32773 407) 323-9202 I HEREBY CCRTtrr ToAT WE NAVE PERFORMED A r,CLO SJRIrtr Or THE-IEREa14 OESCgIBEC nACPCZT. THIS 3RAWING IS A REPWSENrATiGN OF 'HAT 56R,'E" 6.%0I VEETS THC A•J:IYU4-CHNICA. STLN:;A2)S SET BY TyE LORIDA BOARD Of PaCrissa- . ,At:G S_4%TrO+'S AV YAPPERS h C APIER 'SIC: 7-6 F•OS•OA A'V_,:STIA'. ECOCr- P;RS:,AN: TO SEC';CN 472.C27. rLCi )A- S',ATLiS RADLEY G. ZOX, FYSW. p 5567 ,GATE REQUIRED INSPECTION SEQUENCE RPit & , 7,C BMI-MM 1PERMT bun 1 1[aA IIns ection Descrij2don Footer / Setback Stemwall Foundation / Form Board Survey 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- 900 Final Screen.Room Final Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo Final Single Family Residence Final Building Other Address: 1 LEcrmc Q.1P9EQt1 TGT mnn Max IIns ection Descriptiontionn Electric. Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final ERMCAL lPa ME-T Nun Mair IInns ecdonn Description Mechanical Rough Mechanical Final min I 1[aA rims ectnon. Descri tion Gas Underground Gas Rough Gas Final REVISED: June 2014