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Home My WebLink About200 Meadow BlvdC1 CITY OF SANFORDRIEBUILDING & FIRE PREVENTION 7016 PERMIT APPLICATION g Application No:. % -2-5%, Documented Construction Value: $ eswO • (() Job Address: 9W C C Gum . Historic District: Yes No L Parcel ID: '331CA Socl r Woo` Koio Residential Commercial Type of Work: New Pf Addition Alteration Repair Demo Change of Use Move Description of Work: j( QS, Sl Co rI(,C tt-,C, S 1 k. o T 10 X c1 S:.SC ftt(_, 12a,j(n . Plan Review Contact Person: Ali i 11 Cahn C & i () <\CS.S Title: GUOiTaCtor Phone: 3iSCR Sl9g 15 y3 Fax: `i 22$ 323 Email: CaC Ct Ui(Y11'(1UYY'G V C11 C9,C m Property Owner Information Name QOn-?XW \_)Ct VC) Phone: bic' & 2HO Street: 2Xci W-eQ' dow Q)w d Resident of property? : K)Q City, State Zip:.SC.I'(1Cr i, Contractor Information F rSt C asS Name jr KM Y-Vt A-wMinorr% Co Phone: 3hp - 22.6- 3933 Street: 55CJI P1 SLy-\t Sr Fax: 3%_ 2Z Z ` 32233 City, State Zip: IaVt, 3 219 4 State License No.: C.13C, 12,51 3,3 S Arch itectlEngineer Information V\ tvMtn cm _ Name: i Checa WC)L)M() So r) arAPUN C S yn Phone:14-1 C) Street: 4 1 U i Y-)e1.Cat-d 9.0 Sfi' R p Fax: 1991 Ci 23 S i City, St, Zip: _ar ICU-Xr_\ 6i r-t 39S + 1 E-mail: CICS 1'(A * hW Pr- () C1 Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and instal:ations as indicated. I certify that no work cc 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: 51' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application qa Db NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID X) V-"., k S - I CA Signature of Contractor/Agent Date V!l = t \ (am 1eSS Print Contractor/Agent's Name Signature of Notary -State of Florida Date EVA HERMAN MY COMMISSION #FF085811 ForAoa EXPIRES nl 12, 2018 C .at>ti at#n(a1i"entri®nd otahtis> Kn wn to Me or Pro uced ID Type 'of'ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building d Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps. Fire Sprinkler Permit: Yes No `# of Heads APPROVALS: ZONING: 12b-lo 'FUTILITIES: ENGINEERING: FIRE: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Sr 10- t 1- Ok to install 10' x 25.5' (255 square foot) concrete slab and 10' x 25.5' screen room as shown on plan. Revised: June 30, 2015 Permit Application z- 1, Williarn Kless, owner & license holder of A "First Class" Aluminum Co, Inc. give permission to pull, pickup, make changes on the attached permit at e)00 [Eejo &j RjUd SaCk)jd qQ1-1 I on my behalf. If you have any questions or concerns, please contact me on my cell: (386)-868-7543 k- William C. Kless State of Florida County of \fQ ( USi (A' - Affirmed and subscribed before me this day of NCAQ,S,t 20 1 Lo -. by William C. Kless who is personally known to me. 1j allrffflull aggla". (oliti-molsiLILlrneI =41111111003-M Me Mario Seal: EVA HERMAN My COMMISSION # 12FF0858111 _ EXPIRES April . 2018018 407) 398-0153 FloridallotarySe. Date Pro e rty Record Cyr CE' I Parcel: 33-19-30-509-0000-8010 Owner: NC MEADOW LLC Parcel 33-19-30-509-0000-8010 Owner NC MEADOW LLC Property Address 200 MEADOW BLVD SANFORD, FL 32771 Mailing 786 GCENWOOD DR LAKE M4RY, FL 32746 Subdivision Name MAYFAIR MEADOWS PH 2 Tax District St-SANFORD DOR Use Code 0103-TOWNHOME m_ W _• Exemptions County GIS 2016 Working 12015 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value $56 725 50 922 Depreciated EXFT Value m Land Value (Market) $15 000 12 500 Land Value Ag Just/Market Value $71 725 63 422 Portability Adj Save Our Homes Adj $0 0 Amendment 1 Adj $0 664 I P&G Adj $0 0 Assessed Value $71,725 62,758 Tax Amount without SOH: $1,282.42 2015 Tax Bill Amount $1,282.42 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 801 MAYFAIR MEADOWS PH 2 PB 32 PGS 55 TO 58 Taxes Taxing Authority A — e . W.... Assessment Value Exempt Values Taxable Value County Bonds 71,725 : 0 ' 71,725; SJWM(Saint Johns Water Management) 71,725 0 7 1,725 County General Fund 71,725 0 ? 71,725; City Sanford 71,725 0 71,725 Schools 71,725 0 f$ 71,725 Sales Description _ yDate Book i Page AmountQualified Vac/Imp m" QUIT CLAIM DEED 12/1/2015 08611 1338 100 ° No Improved CORRECTIVE DEED 6/1/2011 1281 100 No s Improved j WARRANTY DEED 6/1/2011 07598 0412 42 000 No Improved WARRANTY DEED 11/1/2005 06038 0316 148 000 Yes Improved QUIT CLAIM DEED 9/1/2005 05951 1620 N. 100 ' No provedImproved QUIT CLAIM DEED 2/1/2003 574703 1 45, 24,500 No Improved QUIT CLAIM DEED m...... -_. .. - 2/1/2002 fl4410 088,- 24,900 ', No Improved PROBATE RECORDS s _ 11/1/1999 03750 1523 100 No Improved WARRANTY DEED 5/1/1990 0378 1325 52,900 Yes Improved Plod Comparablt3 Sales 1 Land Method mm g Depth Units a _.. t;, Price Land Value LOT 0.00 0.00 1 15,00000 15,000 i a U. rvu. Ur LV #F Florida Rooms • Screen Rooms1COD$II DTIiCALi Storm Panels • Railings CBC Florida Contractor Lic. #1251835 Vinyl Windows • Carports Pool Enclosures • Rescreening A First Class ffl uminam Co.,Inc. Volusia 386 228-3933Awnings • Roofovers 597 Pleasant St. Fax (386) 228-3233VinylSiding • Replacement Lake Helen, FL 32744 Concrete Windows J0Date Proposal Submitted To: * Home Phone: ay Phone: Street b M 6 QC EMail: City, State and Zip code: _ Estimator: Referred By: Job Type b S t c . R c ryfr LAB kL ' < in In -4L S C Cam. a- ir) Q, CC',nrIo 1>0,- On LW S 1T HOME OWNER MUST SUPPLY LOT SURVEY VE jftopogP hereby to furnish material and labor- N. O. C. Yes No complete in accordance with above specifications, for Permit Yes No the sum of: Survey Yes No understand where gutter and downspouts are located and realize that any change may result in extra cost tome. Work =to be done: unless specified. Moving or installing sprinklersystemsorsolarequipment, electrical, bush trimming, fill dirt, landscaping, sod, rock removal, painting, carpentry; stucco, removing or reinstallation of window coverings, shutters, alarmP\ systems, termite/pest spray or septic tank pump. Owner -Buyer understands that this document is their offer to contract for the services of Contractor. Once approved and accepted byNContractor (in writing or by commencement of work), this document shall become a valid and binding contract. A First Class Aluminum Co., Inc. is not responsible for condition of existing root (shingle or other) and assumes no responsibility for same. All flashing will be done in a workmanlike manner but there will be no warranty on leaks due to house roof/ shingle failure. ONE YEAR WARRANTY FROM DATE OF ORIGINAL INSTALLATION. 7k Payments must be made in full by job completion Date / / rDollarsDepositDepositmadeasfollows: CASH CHECK# Non Refundable on Special Order Items) ($ Permit Deposit is on refundable ($ D CREDIT CARD If EXP. CODE: Due when < 1> o C.IZ,($ L All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to Due when t$ standard practices. Any alterations or deviation from above specifications involving extra costs will be ex- ecuted only upon written. orders, and will become an extra charge over and above the estimate. All agree- Bal. Due Upon Completion ($ ) ments contingent upon strikes, accidents or delays beyond our control. Owner to carry fire, tornado, hurd- cane and other necessary insurance. Acts of nature void all warranties. In the event that collection or en- forcement of this contract is necessary by the contractor, the buyer will pay all reasonable and necessary fees, attorney plus interest, ,processing costs of contractor and cost of court action. In the event that a AFC Representative Signature__ N-_ dispute arises with regard to any aspect of this proposal or the work to be, performed there under the parties agree to submit the matter to mediation and in the event that mediation does not result in resolution, then the parties agree to binding arbitration. Buyer agrees to mediation and/or arbitration if necessary. Note -This proposal may be wi n b us if not accepted within Atreptante Of Propoont / I have read & accept the above prices, specifications and conditions and have relied on no oral representation of work to be performed Accepted by: Home Ow r I Date other than what is written above. This proposal becomes your invoice after job completion. Final payment will be made upon job comple- tion. A 1 1/2% per month (18% annual) finance charge will be added —— Date to all accounts 5 days past due. MAYFAIR MEADOWS HOMFOWNEWS AS.St3tNATION, INC. Architectural Review Applicafluti Name I.-uggo Propcily Addiess, 10) Mt::Nbw mail iPg A441ms Gk-n'wk',M N. Lqkc Mal y 1`13 j 746 Phom-Alonw- 0461 210-211-10 Fix- wwt' U -Mail: _,Itl iu_jV I _L.4k -al in mxkgriarwe wiflh the- Dec-littakin cof CovLruinis, Cowikli imi and 9 -* ms. 11 ki. L, trio 6y fle4w4 ypur LOli cnt to nw-kc Lho folloW ing clmv Wc.,41cmilm, renovat- antvitr It',% my Imirwiv, Swilullulls VIKII I. 9 Lawn 4-1mmictit 4 I'Slio J'X) ScTmn Er P x1mor Cokw f ) 1'rin.dRaping, Lawn RcpIncenicot # j Other Dc;i- ---duriplion: Ifluall all A' - 25 ' !mg 14Ultiminufn -scrt:cji emlowd. CLI'1 7114 u1nintim, a welkslabli.0hod v4ilfiti5nvwill DC(f0m) ilk -.%,Ofk- Attach a copy of the, lot survey [flue 'shows the location of the propou-cl chun-ge, alle ratikid, riedowtition or addition. Attacb.driiwiiiizorhlueijriniiit'l-Qirrp (s). Attach colorsam®RC-A it Pn!-!3 113 mum P MAN Applications subtoiard wilheout u copy of oleo sumo),, drawing tar blueprint, iw color x2m pit wRI Rae considered i6com Plele said *ill met be reviewed by the Comill lAVe, 6vol. rh inuiur xivinalu below, lherebv awffv. to the fbIIowimxs1iPjlI4tft1- IV No mvrk 'will I-k%gill UJIL11 14'f_'lbV;1I ii ro-Vived frudl Ilk As',xx-iation All wtirk will bc Lhftu end %vill be done ill a -,txkl workmanlik rmArm-er by m%sON(Ity a All sverrk will Im 1xiforincklal A time: and iji a mallner So if) mildmize to mber lmliahilio and "rill tv I'Ur all dam-wc to mhu lous xWor couirtion ate4j Cot -Injury, -whi-ch, may Mill It VFVIM lk PcrfOrT.n3P.CC Of this WO& lf'Wi: will bo f6f the Comf1m tat? all rwrmKu,%, aernt conlirwicirs, subconaficul 1--t aild emp vt: m0lo aurr cohnixtO with this work-: Uwe am"Ilre fr- Ile'llsible r441- vywilt;vid will oumply oiitli all aijAicahk federal m.aie 1111d law", C'-.Om 1j"we will objAin; my neees.gqvcmnlr4ttal (xnm.As and arlinwal, lbr IN: wnrk. Appli riltions (;fill N- 7 submitIcA71 via k-Wxtjl fit DtNI Asti, r A-, A,;sj:"ncs Inc.. to the ammick)n or Lkj ).twit,4it leyni P, M AlhMilltiflg. ah Wlit!WiOti UP paint 11W IV(KIiq, &41,Tt M Iij t* The bo Ow ailoikSS. 1" the oricirial -IPIC Ls. to-qui wrrrd fit dup Us niation. reoilprds. Ul:vtj rcecipt of dii-, A pli"Iilati, IFIllm ,Asher c A.,zkki4lics. will 6ruurd it to ffic Coo-11, 10 fiw 1 filml, Dt'Cisio1r, hy the C-ommitfix ma-ey to -t: lip (a gta.-i h, 1,W;w K actifi ill ied Ilk m-'riling. whendie. All 71(mall is-mom.IV,15.xl or (IL; niotl, Allwo(t is W, be ComIllcud wilhill Signaluiv of (Mille fs'l ie Send AppI son -Co: I1na Asher & Amocimlei. 1801 Cook Ave, Orlando, Ff.. JIZW Fat 407-M3-5169. I[K) X0 T W g_ l I F B Ej &) -k _,!if$ LIKE mis A(iV P1lkt11hk11l iN U45r, Iwd V_t't VuOur kV_-OJO"' U U REQUIRED INSPECTION SEQUENCE BP# Nt,_ 752t-1 Address: Zc BUILDING PERMJT- Min Max Ins ection Deseri tion Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Prepour 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 Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) L,.r1b. Min Max Inspection IDescri tion Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Min Max Mile Ins ection Descri tion Plumbing Underground Plumbing Sewer, Plumbing Tub Set Plumbing Final NiV ll1A€Jl'1.4 IJ }LLstlVMlll*& h' UAL.4- kz k Min Max Ins ection Description Mechanical Rough' Mechanical Final Min Max Ins ection Description Gas Underground Gas Rough Gas Final REVISED: June2014 q k RECORD COPY i= IGN 0gin.o.erIn9. Screen Room Pooi Screen/Cage (Removable Screen - Remove screen when wind speed exceeds 75 MPH) Pool Screen/Cage (Non -Removable Screen — Designed to withstand actual Wind Speed) Car Port Patio Cover Other: z P ceso J o j Project Address: 2OO MV-.Ar_)6w 13(vo City: ptivsd,Tl 7 Contractor Name: 1kit ckry-% K.\e.SSR-FiC GSS PI.1v3")%I'IUIY) Address:Sq-7 QjtG Sq Yl i-St-'• REVIEWED FOR CODE COMPLIANCE City: !,akP, 114 1er zip Code: 3 21-1 A 4 PLANS EXAMINER Phone/Fax: 3aLo- 228-' aci 3 -3 1 39W- DATE Email C\ Okk0 M+ f\orn(6)cGhoo. dow-% Mai Pick Up 01 Fed Ex*a No of Copies For FedEx option got to www.aluminumscreendesiqn.com and provide FedEx account #) s C k Credit Card s ..._. _ For Credit Card op9bn go to www.aluminumscreendesign.com to pay by credit card) Engineering prepared by: LDING SANFORD BUILDING DIVISION SANFORD A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEEDWITHTHEWORKANDNOTASAUTHORITYTOVIOLATE, CANCEL, ALTER OR SET Alit ASIDE ANY OF THE PROVISIONS OF THE TECHNLGAt, eer• Michael Thompson, MSc, P.E. P.E. #47509 CODES, NOR SHALL ISSUANCE OF A PERMIT PRAT p THE BUILDING OFFICIAL FROM THEREAFTER 4401 Vineland Road - Suite A6, Orlando, FL 32811 REQUIRING A CORRECTION OF ERRORS IN PLANS, Office: 407-734-1470 Cell: 407-721-2292 # ') 6 - 25 24 CONSTRUCTION OR VIOLATIONS OF T I oJeORFManager: Paul Thomas 386-479-9504 Fax: 888-923-8181 Email: aluminumscreendesign@yahoo.com Website: www.aluminumscreendesign. com CA#30930 W11 M"wairm--mmmm. Wk.! "MMPI! ORIN 1ft'L IWINN- W, 6V , MAN ft Insulate Pan Roof F-1 ConventionalWall: Block] Uprights (D\ x= Top Plate x'3---- Kick Plate em 6— --ft Dome F] GableE-] Mansard F-1 GutterE] Wall: Blocko Conventional D Beams _x . Uprights --X Purlin _x Insulated F Pan F-1 Fascia . F Wall: BlockE] conventional F-1 Beams —x Post —x Insulated PanF Fascia Wall: BlockEl ConventionalD Beams ____x_ Post x I Existing - New: 4" SlabqE PierDRibbon Footer PaversEl Other: 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. d fix:sNS Cxx :a `I v 'SI P4 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. Design Codes: Florida Building Code 2014 (511 Edition) Aluminum Design Manual 2010 ASCE 7-10 Design Loads: Pursuant to FBC Chapters 16 & 20 Ultimate Wind: -130 MPH (FBC Table 2002.4) (35 psi 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 the drawings. 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 4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www. aluminumscreendesign.com M-\ j r3f a a 7 t,I SJ G—Ni Structural Aluminum: F, Conform to latest edition of Florida Building Code and Aluminum Design Manual standard practice far aluminum 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. 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 Chair 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'/4" Reinforcing 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. Hole 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. 4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www.aluminumscreendesign.com VIAMI AAA:. CF` , ?a, 4 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" 2 X 4 1 8'-6" 1 2 X 4 8'-0" 2 x 5 10'-0" 2 x 5 9'-0" 2 X 6 1 12'-0" 1 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 15' 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. Edge Distance: Contractor is required to install uprights to provide a 2" minimum clearance from edge of slab and/or footer. 4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www.aluminumscreendesign.com aG tT— Y wK too vtl J wr5 ww exe, L. UC 0.s d b f, 75 Ili D k a5/1„ ScCc v ao+ c..;1., q 3'' ; 5t..`, ( i Oc* A Wb All"d VD Cl /W 05 e 0,I 73 ai, M P.- in the event of a conflict in member sizes shown on the plans and the general notes, the contractor must utilize the more stringent member size requirements. Wn ALLOWA 0' f I#aMR A FIRST CLASS ALUMINUM OOMPAW M W7 PLEASAW ST. LAKE HELEN, FL 3274&WW DESIGN3 EXTRUDED FASCIA IS ATTACHED TO 3" C CHANNEL IS ATTACHED TO BLOCK STRUCTURE WITH 2-1/4" X 1/4" TAPCONSALUMINUMb0o"CREEN INSULATED ROOF WITH #10 1" 6" 6" FROM ENDS 24" O.C. & TO 3" INSULATED ROOF WITH 6 410 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 , 2X3 FRONT WALL TOP PLATE 2X2 POST .046 OR GREATER HINGE LOCATIONS SCREEN DOOR FULL Z OR DOOR JAM STANDARD DETAIL 2 HINGE EACH DOOR IS SCREWED INTO UPRIGHTS WITH #10 1" 6" FROM. ENDS 24" KICK PLATE IS ATTACHED TO STRUCTURE WITH #]0 1" 6" FROM ENDS 18" O.C. UPRIGHTS ARE ATTACHED WITH: BLIND SCREWED WITH (3') #10 3", CAPRI CLIPPED WITH (4) #10 1" PER CLIP BLIND CLIPPED WITH (4) #10 1" PER CLIP 1X2 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", CAPRI CLIPPED WITH (4) #10 1" PER CLIP BLIND CLIPPED WITH (4) 410 1" PER CLIP UPRIGHTS ARE ATTACHED WITH: BLIND SCREWED WITH (3) 910 2", CAPRI CLIPPED WITH (4) #10 1" PER CLIP BLIND CLIPPED WITH (4) #10 1" PER CLIF INSULATED ROOF IS ATTACHED TO LUMINUM STRUCTURE WITH #10 4" FROM ENDS 24" O.C. 2X2 SIDE WALL TOP PLATE 1X2 IS ATTACHED TO BLOCK STRUCTURE WITH 2-1/4" X 1/4" TAPCONS 6" FROM ENDS 24" O.C. 2X3 SIDE WALL UPRIGHTS 2X2 CHAIR RAIL 1X2 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. ALUMiNMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THO!IPSOIU ALUMINUMSCREENDESIGN ALL TAPCONS SHALL PROVIDEOVDE MINIMUM CKNESS OR AOFRI /8" EMBEDMENT DEPTH 44O I VINELA LOAD SUITE A6 @YAHOO.COM S THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION) ORLANDO, FL 32811 PHONE: 407-747-1470 OF THE 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. P, # 47509 FAX: 407-734-1790 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 CA#30930, C rdered By: REPRESENTATION TECHNICAL STANC SURVEYORS IN CH SIGNED' NOT VALIDVWTFODT ANA EF THIS MAP IS NOT VALID VvIT AND MAPPER. Survey:A-52941 HISI'BOUNDARY SURVEY' IS A TRUE AND CORRECT IIRECTION. THIS COMPLIES WITH THE MINIMUM M.E. Land Services, Inc. F FLORIDA BOARD OF PROFESSIONAL LAND E CODE PURSUANT TO 472.027, FLORIDA STATUTES. 10665 SW 1 90TH STREET SUITE 3110 FOR THE FIRM MIAMI, FL 33157 PHONE: (305) 740-3319 P.S.M. No. 5101 FAX: (305) 669-3190 SURE AND AUTHENTICATED ELECTRONIC SEAL AND/OR riLB#: 6463 -- - Z, ........... iE ORIGINAL RAISED SEAL OF A LICENSED SURVEYOR d 4 Client File #: Page 1 of 2 Not valid without all pages. PTTTTTTTT] X— X= Property Address: Surveyor's Legend FND FOUND -IRON PIPE'-/ B.R. BEARING REFERENCE, ALL, PIN ASNOTED ON'PLAT G CENTRAL ANGLE OR ,DELTA.. CE OR WIRE FENCE L LICENSE- # — BUSINESS R. RADIUS OR -RADIAL L4 LICENSE # -SURVEYOR RAD. RADIAL''TfE CALC CALCULATED POINT N.R. NON RADIAL SET - SET PIN,TYP. TYPICAL CONTROL POINT - - I.R. IRON R00 19 CONCRETE MONUMENT I,p, IRON PIPE BENCHMARK N&D NAIL di DISK ELEV ELEVATION PK NAIL'. PARKER—KALON NAIL P.T.: POINT OF TANGENCY D.H. DRILLHOLE P C. POINT OF CURVATURE® WELL P.R.M,-: PERMANENT REFERENCE,,MONUMENT ® FIRE HYDRANT P.C.C. POINT OF COMPOUND CURVATURE ® M:H.' MANHOLE' POINT 'OF CURVATURE O.H.L. '- OVERHEAD LINES - GEOf WATER P.O.Bii POINT OF BEGINNING TX TRANSFORMER C.: POINT OE COMMENCEMENT CATV CABLE N' RISER PX.P.: PERMANENT CONTROL POINT -- W,M. WATER- '.METER D DEEP ESMT EASEMENT NTH C CALCULATED DDRAINAGE EASEMENT ... iEMENT L,M:E; TAKE OR LANDSCAPE MAiNT-',ESMT: L?NDSGAPEBtiFFEii EASEMEi 200 MEADOW BOULEVARD SANFORD, FL 32771 Flood Information: Community Number: 120294 Panel Number: 12117CO065 Suffix: F Date of Firm Index: 9/28/2007 Flood Zone: X Base Flood Elevation: N/A Date of Field Work: 10/14/2014 Date of Completion: 10/15/2014 General Notes: NT' 1. The Legal Description used to perform this survey was supplied by others. This survey does not determine or is not to imply ownership. 2. This survey only shows aboveground improvements. Underground utilities, Footings, or encroachments are not located on this survey map. 3. If there is a septic tank, well, or drain field on this survey, the location of such items was shown to us by others and the information was not verified. 4. Examination of the abstract of title will have to be made to determine recorde instruments, if any, effect this property. The lands shown herein were not abstracted for easement or other recorded encumbrances not shown on the plat. 5. Wall ties are done to the face of the wall. 5. Fence ownership is not determined. 7. Bearings referenced to line noted B.R. B. Dimensions shown are platted and measured unless otherwise shown. 9. No identification found on property corners unless noted. 10. Not valid unless sealed with the signing surveyors embossed seal. 11. Boundary survey means a drawing and/or graphic representation of the survey work performed in the field, could be drawn at a shown scale and/or not to scale. 12. Elevations if shown are based upon NGVD 1929 unless otherwise noted. 13. This is a BOUNDARY SURVEY unless otherwise noted. 14. This survey is exclusive for the use of the parties to whom it is certified. The certifications do not extend to any unnamed parties. 15. This survey shall not be used for construction/permitting purposes without written consent from Miguel Espinosa. Legal Description: LOT 801, OF SUBDIVISION MAYFAIR MEADOWS PHASE II„ ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 32, PAGE 55 TO 58, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA PRINTING INSTRUCTIONS: While viewing the survey in any Acrobat Reader, select the File Drop -down and select "Print" Select a color printer, if available, or at least one with 8.5" x 14" paper. Select ALL for Print Range, and the # of copies you would like to print out. Under the "Page Scaling" please make sure you have selected "None." Do not check the °AutoRotate and Center' button. Check the "Choose Paper size by PDF"checkbox. Click OK to Print. Gertlfied 10: NUHEMY LUGERU; SELF; ALLIANT NATIONAL TITI. INSURANCE COMPANY; ; . Its'successors and/or assigns as their interest may appear. Please Copy below for Policy Preparation Purposes This policy does not insure against loss or damage by reason of the following exceptions: Any rights, easements, interests or claims which may exist by reason of, or reflected by, the shown, on the survey prepareo by MIGUEL ESPINOSA dated 10/152014 bearing Job # A-52941 a) NO NOTES b) c) M.E. Land Services, Inc. 10665 SW 190TH Street, Suite 3110 MIAMI, FL 33157 PHONE:(305) 740-3319 FAX #:(305) 669-3190 LB # 6463 MWi. IVW.MELAN DSERVICES.COM Survey: A-52941 Client File #: Page 2 of 2 Not valid without all pages. Page 1 of 2 M s,.. yyrr BCIS Home Log In I User Registration Hot Topics Submit Surcharge ',, Stats & Facts Publications FBC Staff ( BCIS Site Map Links Search Florida Product Approval USER: Public Userpr Eer•. z.,tt.. SS Product Approval Menu > Product or Application Search > Application List > Application Detail I FL # FL7561-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived p 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 Dan Cooke Address/Phone/Email 1801 NW 64th Street Ft. Lauderdale, FL 33309 954)491-3700 elitealum@aol.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 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 Quality Auditing -Institute Ltd. Quality Assurance Contract Expiration Date 11/30/2020 Validated By James L. Buckner, P.E. at CBUCK Engineering Validation Checklist - Hardcopy Received Certificate of Independence FL7561 R3 COI Cert ofR3COICertof Independence Did Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1709.2 10/11/2016 Page 2 of 2 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, Panels 3"/4"/6"x0.032x1lb 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.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Verified By: Do Kim, P.E. PE 49497 Design Pressure: +80/-80 Created by Independent Third Party: Yes Other: In HVHZ, not to be used in structures considered Evaluation Reports living areas per FBC Section 1616 unless impact protection FL7561 R3 AE Elite Alum FL7561-R3 2014 FBC is provided. See installation drawing for nominal allowable Evaluation.Ddf design pressures and spans. Created by Independent Third Party: Yes Back - Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copvriaht 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: M no Creilt Card,;. - Safe 10/11/2016 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. ALLOWABLE SPAN (FT) L/80 L/120 L/I80 L/240 10 16.17 15.76 15.03 14.10 20 13.44 13.44 12.22 10.35 30 10.79 10.78 9.41 6.60 40 922 9.22 6.60 2.85 50 8.17 8.17 3.79 60 7.40 6.39 0.98 70 1 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)I MAX, ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 19.00 19,00 1737 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 9A3 7.51 3.64 70 8.52 8.52 5.58 L07 80 8.02 802 3.64 6' x 0.024 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 23.00 1 21.24 21.47 20.85 ED 18.06 18.06 18.06 18D6 30 15.13 15.13 15.13 15.13 40 13.31 13.34 13.34 13.34 50 12.10 12.10 12.10 10.91 60 11.17 11.17 11.17 8.43 70 10.11 10.14 10.30 595 80 9.85 9.85 8.43 3.47 3' 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 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 13b9 12.16 8.36 4.56 50 12.22 10.26 5.51 0.76 60 10.75 e.36 2.66 70 9.27 6.46 80 7.80 4.56 4' 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/I80 L/240 10 20.50 20.50 20.11 1924 20 19.61 19.24 17.49 15.74 30 18.17 17.49 1427 12.24 40 16.72 15.74 12.24 8.74 50 15.28 13.99 9.62 5.25 60 13.84 12.24 7.00 1.75 70 12.40 I0A9 4.38 BO 10.95 8.74 1.75 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 24.00 24.00 24.00 23.42 20 23.34 23.21 21.8E 2022 30 22.10 21.63 19.42 17.02 40 20.86 20.O5 17.0E 13.8E 50 19.62 18.47 11.62 10.62 60 18.38 16.89 12.22 7.42 70 17.14 15.30 9.82 4.22 80 15.91 13.72 7.42 1A2 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 0 19.33 18.95 1 B.31 7 7.66 20 I B.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 13.76 10.51 7.26 60 12.87 12.46 8.57 4.67 70 11,57 11.16 6.62 2D7 80 10.26 4' 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 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 14.89 12.13 60 15.96 15.96 13.24 9.93 70 14.75 14.75 11.58 7.72 80 13.55 13.55 9.93 5.51 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 23.93 23.93 23.88 23.60 20 23.20 23.20 23.03 22.46 30 22.47 22.47 22.15 21.33 40 21.75 21.75 21.33 20.20 50 21.02 21.02 20.49 19.07 60 20.29 2029 19.64 17.94 70 19.57 M57 18.79 16.81 80 18.04 18.84 17.94 15.68 GENERAL NOTES I. Composite panels shall be constructed using type 3003-Fl154 aluminum facings, I 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 approved 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 S^ 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 HVF17-. In HVIIZ, 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 Pan 1 and conforms to the FBC Chapter 16 and 20. 7. 'resting has been conducted in accordance to ASTM E72-05: Strength Test of Panels for Building Construction. 8. Reference test reports: HE'r1-05-1988, HETI-06-2104,11ET1-06-2066, HE'r1-06-2105,, FIE11-06-2067, HETI-05-1002, FIETI- 06-2107. 14rl1-05-1987,FIE-11-06-2069, 14ETI-06-2070, HETI-06-2071, HE-f1-05-1994,1IEf 1-05-1991, HGI'I-06-2072, HETI-06-2073, HETI-06-2074, HEl 1-05-1996, HETI-05.1989, HErl-05-1993, HE'rl 05-1985, H6 FI-05.1995, HETI-05- 1990, I-IErl-05-1997, I-tL-I'I-05-2037, IIE'r1-05 1-029, HE-1'1-05-2039, HETI-05-2030, 1-1E11-05-2041, HETI.05-2048, IiETI- 05-2036, HETI-05.2031, HETI-05-2038, HETI-05-2065, FIETI-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. resign 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 10 20.11 20.03 19.42 18.81 20 19.02 18.91 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 12.05 8.97 60 14,61 13,11 10.21 1,52 70 13.55 12.66 8.36 4.06 80 12.46 11.43 6.52 1.60 4' x 0.030 x 2 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) NET MAX. ALLOWABLE SPAN (FT) ALLOWABLE LOAD (PSF)1 L/80 I L1120 I L/180 L/240 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/120 L/180 L/240 10 24.00 24.00 2440 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 21.83 20.85 50 21.53 21.53 21.10 19.86 60 E0.82 20.82 20.36 18.87 70 20.11 20.11 19.61 17.87 80 1940 19.10 I8.87 16.8E SEAL JOINT WITH EONTIN000S CAULKING C--T 0000 Oo0000 0000000000( R. M A N INTERLOCKING CROSS SE[TION - SLOPE 4' MAX WIDTH INTERLOCKING PANEL (114'/FT MIN SLOPE) W i0O0000000000000EPS CORE1LBOR2LB0-0-0-0000-i3 00 0000 DO KIM ASSOCIATES. -.SC CONSULTINE STRUCTURAL ENGINEERS PO BOX 10039 Tempe, FL 33679 Tel: (813) 857-9955 ISSUED FOR FFOR PRODUCT PPRO AL 0 4rze ISSUED FOR 2007 i00B PRODUCTAPPROVALn1v11SSUEDFORW10FBC jUlzotSl AP RP OVALPMOWLT CM o alm oar 0) J O O LL 00 Y c L) 0) EAU 0 C Q T O N J0 LUL00 O 71011 J Q n1C) 0WC, azCL nF- n 5U z 0 0Z)a UQW W Z. 7 W L) ZFUco IL Q In CL EW Q IL ALUMINUM BOTTOM I -O D04lIMSSOCIAT FACINGS 00 AM 26887 W CLEAR SPAN ( L) INSIDE TO INSIDE DOO O.M. BTATErOTpa. FL 00 ENGINEER OF RECORD 70 PROVIDE 00 `Sl tORIOP' aG` FOR ROOF CONNECTIONS L ADO THICKNESS OF 00 36' MAX IN FRONT L 25% 4/ `" SUPPORTING STRUCTURE DETAIL BY WALL FOR TOTAL 00 OF PANEL WIDTH P SIDES NAL -25-1 THIS OR ANY OTHER ENGINEER. PANEL SPAN: p0 C12' MAX AT SIDES) Drawing No. - FL-1001 EPS ROOF PANEL/ SPAN DESCRIPTION I SHEET 1 of 1 Itiq1,11111111'Jill 1111111111 1 IIllll p! J. THIS INSTRUMENT PREPARED BY: Name: to - Ad,dress c,C 1t c...5c ri L-1 44- -- OTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number: lJ. I 1 r,:I±;. 1ti:ii::r, Parcel ID Number: 3,3 - J Cj e 31,E "S 0 (1— Coop —'16o) q The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this. Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) Iof $Q 2 GENERAL DESCRIPTION OF IMPROVEMENT: i0' X 15 s 5' cat) nC COc: S t (k b I 1 ) -A 5 5' C c-M Q-or1n OWNER INFORMATION: Name: AJIO Vle-V)u I —Oct —G Address: ?-i'?C GC)V.) R O d C iCI 'CSC , +Fl ,1`l:1 1 Fee Simple Title Holder (if other than owner) Name: Address: CONTRACTOR: pp Name: Y—Us t r1 'F- i v'st oc,6s i wm k tom Cc) la, Address: 15(%1 GISC ci1t Si-re r I GL yen 1 3' 9 Persons within the S ate of Florida Designated by Owner upon whom notice or other documents may be served as provided by Sectio 713.13(1)(b), Florida Statutes. Name: Address: In addition to himself, Owner Desig tes of To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice'of Commencemen The expiration date is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT. WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of ,erjury, I declare that I have read the foregoing and that the facts stated in it are true to the be9t/, rqy knowledge and belief. 11 Owner's Signature Owner's Printed Name Florida Statute 713.13(1)(g): " The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead." State ofy.1 o f I d Gi` County of1 t, _ The foregoing instrument was acknowledged before me this l % day of (, I l ),5 , 20 a by._ N a ho L U ct qC- Who is personally known to me Name of per on making statement OR who has produced identification Lei type of identification produced: ( {) EVA HERMAN MY COMMISSION # FFO85811 EXPIRE81April 12. 2018 407) 398- 0153 Florida NotaryService.com am ::y: d':>•:'_•, q' MFIFD COPY— M.ARYANNE MORSE ,c i.ERK. i:( TI-IF CIFCUiT r r. AND r s' EvIINJI't=. "' v t RID Ott` CCU* CLERK 5 b0 20164