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150 Wheatfield Cir
gECEIVEI D APR 18 2011 CITY OF SANFORD BUILDING & FIRE PREVENTION 13Y; PERMIT, APPLICATION Application No: Documented Construction Value: $ 37 7. Job Address: lb-0 , C ( e— Historic District: Yes No 3"_ Parcel ID: 3Z^ 7 F 000 d -Ccz o Zoning: Description of Work: Plan Review Contact Person: C_R/ pl'6Y/1 Title: i'Sl l e Phone: 7'Ci77 g Fag: 114 7-! 77-759Y E-mail: ck? 17a's- m_a4 /-1 0>21 Pro erty Owner Information Name a1 Vl P - G!0 Phone: Street: 4y l k A I f' l D l-7 Resident of property? : Ks City, State Zip:'Szy ord lz- 23 7 7 Contractor Information Name ele— Sere-e-0 . -Un G Phone: 167177' 54_36 Street: 126Y ,7,1/,'ans S* Fag: i07-977 VW - City, State Zip: 4 V-dO i r6 3276 r State License No.:'5ec-05 6706 Name: Street: City, St, Zip: Bonding Company: Address: Building Permit 131 Square Footage: No. of Dwelling Units: S Electrical New Service - No. of AMPS: Mechanical S alb I Architect/ Engineer Information Phone: Fag: E- mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: j41Uj41inUMNo. of Stories: Flood Zone: Duct layout required for new systems) Plumbing , New Construction - No. of Fixtures: Fire Sprinkler/ Alarm No. of heads: 00 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR DWROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. S" o£Owwr/Agent Date Signature of Contractor/ gent Date II// A•e,lSot,, V6tley / ti Print O Agent's Name 4nature ofN -State of londa r•- •" j BKIMBERLY M ANOekSON _ Comm# DD0827765 M. F' Expires 1111812012 Assn., Inc7''!% ..°rich Notary ............ t is Personally Known to Me or Produced IDType of ID L—• vu-G.a Z -C' APPROVALS: COMMENTS: Rev 11.08 ZONING: UTILITIES: ENGINEERING: ` FIRE: O—(, t,r( ik rf-YV krs w1 Print Contractor Agent's Name rL u l, d a A/eSignature of Notary -State f Florida Date cHERYL MOIN NOTARY PUBLIC s STATE OF FLORIDA 18228 Expires 110 5/2013 Contractor/ Agent is Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: ' 1/ Seminole County Property Appraiser Get Information by Parcel Number http://www.scpafl.org(web/re—web.seminole—comtyjtle?parcel=3... PARCEL 1019A14 DwvtoJOEuuso++: CFA,ABA PROPERTY APPRAISER v -- 4- It SEMINOL4E COUP TYR- 1101 rr F7LxT. BAUFMO. M 32771-146B 4W- G!$7756 VALUE SUMMARY 2011 2010 GENERAL VALUES Working Certified Value Method Cost(Market Cost/Market Parcel Id: 32-19-31-518-0000-0030 Owner: VALENiIN- ALICEA NELSON & Number of Buildings 1 1 Ow)rdAddr: DELGADO-ROD IGUEZANA I Depreciated Bldg Value 92,008 101,101 Depreciated EXFT Value 0 0 Mailing Address: 150 WHEATFIELD CIR City,State, 2ipCode: SANFORD FL 32771 Land Value (Market) 19,000 19,000 Property Address: 150 WHEATFIELD CIR SANFORD 32771 Land Value Ag 0 0 Subdivision Name: CELERY LADS PHASE 1A Just/Market Value 111.008 120,101 Tax District: S1-SANFORD Portablity Adj 0 0 Save Our Homes Adj 0 0 Exemptions: 00-HOMESTEAD (2010) Don 01- SINGLE FAMILY Amendment 1 Adj 0 0 Assessed Value ( SOH) 111,0081 120,101 Tax Estimator 2011 TAXABLE VALUE WORKING ESTIMATE Taxing Authority Assessment ,Value Exempt Values Taxable Value County General Fund 111,008 50,000 61,008 Amendment1a*ts& wdisnot app9cab/etoschool assessment) Schools 111,008 25,000 86,008 City Sanford 111,008 50,000 61,008 SJWM(Safnt Johns Water Management) 111,008 50,000 61,008 County Bonds 111,Owl 50,OWI 61,008 The taxable values and taxes are calculated using the current years working values and the prior years approved millage rates. SALES 2010 VALUE SUMMARY Deed Date Book Page Amount Vacllmp Qualified 2010 Tax Bill Amount: 1,603 WARRANTY DEED 08/2009 07252 1888 $131,000 Improved Yes 2010 Certified Taxable Value and Taxes SPECIAL WARRANTY DEED 07/ 2007 06762 1933 $233,400 Improved Yes DOES NOT INCLUDE NON - AD VALOREM ASSESSMENTS Find Comoarable Sales within this Subdivision LAND LEGAL DESCRIPTION Land Assess Method Frontage Depth Land Units Unit Price Land Value PLATS: Pick... LOT 0 0 1. 000 19,000.00 $19,000 LOT 3 CELERY LAKES PHASE_1A PB 67 PGS 98 & 99 ' BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wail Bid Value Est' Cost New Buikfii1 SINGLE FAMILY 2007 7 2,021 2,470 2,021 CB/STUCCO FINISH $92,008 Sketch 93,886 Appendage / SgftOPEN PORCH FINISHED / 60 Appendage / Sgft GARAGE FINISHED / 389 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finissfwd, Apartment, Enclosed Porch Finished, Base Semi Finshed Permits NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next year's property tax will be based on Just/Market value. 1 of 1 3/29/ 2011 11:20 AM Jk f r • ou ••o•• Y/Y•YY YYW/YY HE MUMUN T) KC SCREEN, INC. Lic# SCC056706 1705 Evans Street Oviedo, FL 32765 407-977-9636 (P) 407-977-9397 (F) Nelson Valentino 150 Wheatfield Dr. Sanford FL 32771 vttu Estimate Date KC Job No. 3/24/2011 Valentino OFFICE I " INQUIRE ABOUT OUR PRICE MATCH GUARANTEE ** All items priced individual. Choice will dictate price.*** Job Color Bronze & or White (Circle & Initial) Job Style: Patio roof with NO screen walls. 3,770.00 0 Deck area must be clear of all debris, furniture, etc prior to installation of screen. PLEASE READ / INITIAL: Specifications accepted as detailed above. WA Payment is Due Upon Completion. BALANCE PAYABLE UPON COMPLETION 3 770, 00 NOTE: Payment arrangements must be made directly with office. Total 4&,4G&-Q4- ESTIMATE IS VALID FOR 30 DAYS This is an Owner -Contractor agreement between the parties and no terms, conditions, contingencies, payment, material or work shall be expected of either party except as expressly written herein. Any alteration or deviation from above specifications, including extra cost, will be an extra charge over written estimate and/or invoice. If this instrument is referred to an attorney for collection or enforcement, the Customer agrees to pay attorney's fees plus court costs. Customer agrees to supply all access routes and to accept responsibility for location of structure on property as to setbacks and property lines. Customer is responsible for HOA approvals. KC Screen is not responsible for any electrical work on structures. Acceptance of contract: In the event of non-payment, Customer gives KC Screen the right to remove any materials installed on premises. Conditions NOT Covered by Warranty: Damage resulting from accidents, Acts of God, alterations, misuse, tampering and abuse. Acceptance of Approval: The undersigned hereby agrees to the above prices, specifications and conditions as being satisfactory. Change orders during construction will result in additional charges approved by Customer in writing. Payment is specified and shall bejpade as outlined above. Date of acceptance Customer Signature and contract Q Z _o!—` 1 M4PO FANT: I10MEOWNERS PLEASE READ AND INITIAL. ' IVA According to Florida's Construction Lien Law (sections 713.001-713.37, Florida Statutes) those who work on your property or provide materials and are not paid in full have a right to enforce their claim for payment against your property. This claim is known as a Construction Lien. If your contractor, or a subcontractor, fails to pay subcontractors or material suppliers or neglects to make other legally required payments, the people who are owed money may look to your property for payment, even if you have paid your contractor in full. ; i If you fail to pay your contractor, your contractor may also have a lien on your property. This means if a lien is filed, your property could be sold against your will to pay for labor, materials, or other services that your contractor or a subcontractor may have failed to pay. Florida's Construction Lien Law is complex and it is recommended that, whenever a specific problem arises, you consult an attorney. Cif oate: 0 -S Property Owner; l.ot # ;_ phase # AA Property Aokiress: I S"C- II 2A_ 11 (.-.r f -G r/P % r7 / Mailing Address (if different): _ 1VI1s'0r-1 ila. ie r 71117 77 Telephone: ! — ;1 6'— S 51''7 Fax: ?_t' —'. ? _ Z Estimated time to complete, once approval is )received: O Architectural Review Application For: f S ivimming Fool Exterior Paint colors Porch Landscaping Fencing Deck Other: Required Attachments, Written request d2SCril7irt,I addition, change or installation Property survey showing where addition, change or installation is to be located. Specifications (2 copies of plans indicating :dimensions, materials made of, color, etc.) The plans must be prepared by a:I engineer or archjtect, Ono copy will be returned. Before Pictures of the area to be improved. A picture must also be sent in upon completion, showing the improvements. Use AR9 Completion farm. Other Attachments: Paint Chips Brochure _.__ father c: PlIcase fie advised tha: work CANNOT be started until tiho ARE, has provided a written apl roval of the application. possession of a buildlIjisg permSt does nct constitute the right to commence work. FgiilPwe to wornply wlli result in a $100 fine. The ARS and/or the Ro;ird of Directoes have the r,rl;; to review tree filial project to make sure it conforms to the plans that were originally appro:!ed. rt is tha sale responsibility of rise' PRO tcwvarier to do what is necessary to snako it c reply. Request received; 4U !! Forwarded to AiiB: t 4tQ (1 i To owner: The Aff R's decision on the plans submitted is as follows: APPROVED with the fnilovring comments: 1. Must conform to all local zoning and building regulations and you must obtain any Permits that are required. 2. DENIED - Reason: INFORMATION 1NCi3MPLEIE -- Please resubmit with the foilowin;i Informatlon, Must be approved by a majority of the ARD board: 13y= Sad ' Vir 4_ e•rrr. i. Date. VArchl`- r' ral Review Hoard E! i/: !"lGft'iTi r l 6 Date; jj rchit7wrrl Revje v E}c8r[i By: Jf?! 1 r i't-' or (yrc-. e..rtt 1 Date. __ to i! ArchitecturalF^Y1- Vw Boare; j 9 U. (v erg; '-0 -7)}l Fax or e-mail 'form to.. (321) 24.9-1729 or fgxegi e terv a v chna.;arn Yost may also submit to: Celery Lakes NOA 225 Fairfleld Dr Sanford, FL 32771 Phone: (321) 249-1728 For snore information, please r_all the Assarclation or visit (ttp:f/wwva.r IArylakesh©a.corn Pz4ge 'A of 2 POWER OF ATTORNEY Date: 3/29/11 I HEREBY and appoint Kim Anderson or Kaire Gibson of K C SCREEN, INC. To be my lawful attorney In fact apply to the City of Sanford Building Department For work to be performed at a location described as: Subdivision Name: Celery Lakes Ph 1 Parcel #: 32-19-31-518 150 Wheatfield Cir Sanford, FL 32771 Address of Job) Nelson Valentin & Ana Delgado Owner of Property & Address) And to sign my name and do all things necessary to this appointment. ' The forgoing instrument was acknowledged before me this / J-1 / By: CARL ANDERSON Who is ersonally known to me / who produced As identification and who did not take oath. State of Florida County of Seminole Commission # Notary) My commission expires: Seal: CHERYL MOEN STATE OF FLORIDA Comm# DD0918228 Expires 10/5/2013 if U191e;, '7-1)/ IJ- 1 s AD'1- .-r Tf/-GI- i 1 fi4sca.4,t7zz i08, 1 0v L Ae i SO - 'Z-pe 9 Boundary f Survey S`SIOEWN.` FYZC Rom. i n LOT 4 q riraR xr iaNOONWaon N 89°36'5W E A132.53(M No NUNOER N 89W17" E 132.49(P t.Lw^ UW. EASEUF.NT...._... w._... FS GR. 4 C My j • x:TI 11 ONE'STORY 77 '. Ir le 41 7d°• OV7 S.' T Y N RESIDENCE#450 PATIO LOT 3 t FNOSB• S 89°38`17" W i3243:(P) WOwu S 89°38 t 1" W 132.44'(M) 3! ZOUZ ZZ1 nl j 1 LOT 2 G',wl I C5 O { v { A N NAIL d OISK NO NUMBERTTRRATOF TAAC 89°38'17" E}• 25.00'(P)' N 89*49'51" E 25.33'(M) CITY U SAMC - r!' t?i}!t t17+° ^ Ark" 1M PLANAR ,/`'`-.,. FIx7 Ta• IRON ROOOENONUMR C7 o. p w x a o' cCno y mayy' POLE Faro Ia- IRON ROD I NONUMOFR I 1 I 1 0 x n3 GRAPHIC SCALE 0 1S 30 RLS #: R,09.07.0 0 ' CLIENT#, :a10417$90 ADDRESS kflLD DATE07/16M r 13ft 1VFF&XtT ELb iFRCLT AFTER: OD DATI A4 I I . , .. . _ . SANFORD. FLORIDA 32771 ROVED: 6RD L_EOAL DESCRtPTIpN: (AS. FURNISHED) ALE, i• - W LOT3, CELERY LAKES, PHASE. IA, ACCORDING TO THE PLATTHEREOF, r' _'__ AS•RECORDED IN PLAT BOOK 67; PAGE(S) 88$9, OF THE PUBUCRECORDS OF SEMINOLE COUNTY, FLORIDA. 8AS13 of SEARINOS: BEARINGS SHOWN HEREON ARE BASED ON THE EASTRNV LINE OF•WHEATFIELD CIR. BEING N00'21'43`W. rrwr..r w._..u........r..u•......w..r-w...w_._..`.-.+...wr...+wv+.....+w..•w_r...._w.r+tf dET 0^ POSSIBLC C.NCR^.A:F?mE.r4TS, NI'SNQENCAOAOiMEFOUND M StJRVEYO'f311JFORMAT(ON''''''''""'iT'''''''''' ^ ..... E/ -+h S •t f/ " A 1S0 C7gtisSB ROtK181vd. Sttr. 22fi0 Your home is where our htarF is. Alta nonle Spt4iga. FL 32701 First AinericaTt } } irstllmeriCrxu Paonm: (407) 774-UOO PrefesuaaslLand Services i Title-. Insara-are f:ornpwny Fax: (407).776.0072 y Q E LENUMRIER UA-07A195_ _ f W SURVEYOR'S CERTIFfOATE 1Te c.•,wn.v*•xr...,,,,+uds.aos,,r°r+"..,m. acme AlCarwYa/W0i«7+tvv.+T/°"OMr+w YLOG YLCDL'.'a IrS PLCVMC CERTfiTIL•L7TO: ASFURI'TlSNED CA--CHCanu P.0AaP0TOFCUIiVATW Lun&%-6ftrjT,hat'ywolftFb'xClm4:d 6MInro09w61 N.•+gtm Wd;ta1 C,B.:CHOROa(<iVt11:6 Pa9aPOa+TOFYEAIrtNNd adndadsfarkndnuvr.Ys7eflwido.laxtfarthlnWDtur61G1?d.F'brlds RroCAmcAWnTWtlr=aRCeC,ur4 V coW,C07kABTPBLOCKWN1 P.=-POUROFCOIJU&COIDT y yyy{y, yy,yq IpCAi 6tr17.Q27,FiTAdd/bhiCA CENTEaJ+= P,P: POVifit POLL FL"tlllyR"dingMW,'9a9tDxF C.N.h:CORNMNOTACCMUS P.R.C:PCIhTOPAEVERAE Nelson Vdanlin and Arm I. Oelpda CONC.: CONCRETE CUFNATUM COV:C:OVMQ fAJJ.PCR1/Al1CNTRRERLNCE V... ••:._. /Ty Z TMµpLV"!CCP 11166URVP. rifaQQU 00VrAP 4M7= CVl1NKC AKO Ri NJOyG N000AD NOT AD V = Vcq C<N.tT0X1AW M1R°OACtt Uw,LITV TO rAM0 PARTZS NAYNOT W. TtiAI.:,FERREy ORiS51aNfi4 Rtivlewed S Accepted by: NOTVAUDWITHOUTAN uLa ANnAI THfiNi1CATED Date / 01. wX FOR THII r DATED:0711( i g, PSM 45098 nCATED ELECTRONIC SIGNATURE Data NON -support wall (Typical both sides) Top Girt to be no less than a 2x2x0.044 hollow patio member. Solid Roof shall be fastened Into top girt using a 100 S.M.S. in conjunction with a 1.5" Neoprene washer, with a length sufficient to penetrate through the depth (thickness) of the roof and the thickness of the flange of the top girt The spacing shall not exceed 18" O.C. 4'-0" (example dimension only) overall width of roof panel) T-0" (example dimension only) If either end of the roof panel is unsupported then the Max side overhang is equal to half the overall width of the roof panel. This side is typically attached to a host support structure. Free-standing W. roof structures require site -specific engineering. A free standing solid roof structure is defined as being unsupported by a host structure on both ends of the spanning roof panels for 60% (or greater) of the overall length of the support wall. I I I I I I I I I 7--F-7-7-17 Support wall (see note #2) 'O .... . . . . ..... . ..... . .. . Solid Roof shall be fastened into Header Girt using a go; 100 S.M.S. in conjunction with a 1.5" Neoprene washer with a length sufficient topenetrate through the depth Solid Aluminum Roof Plan View thickness) of the roof and the thickness of the fla f the Header Girt or Carry Beam. The spacing along Elite SCALE 3/16" - 1 t_Ott roofshallnotexceed8" 0 C and along a pan roof shall not exceed 4" O.C. Notes: 1) The plan view in this detail shows an Elite composite roof but the same rules apply to an aluminum pan roof unless otherwise noted. 2) There are two types of walls: Support Walls and Non -Support Note: Walls. The Support Wall will consist of a Header Girt supporting the The Elite roof span tables were produced in solid roof that can either run continuously across the entire length of Independent accordance with the allowable loads given in the thewallwithintermittentsupportfromcolumns (See Post to Carry Beam" detail) or be broken up to span between the Florida Product Approval of the Elite Aluminum support columns via being internally fastened into strew basses Corporation's Composite Roof Panel. The Florida through the web of the support columns (see "Primary Member to Product Approval number for this roof panel product Secondary Member" detail). Non -Support Walls (A.K.A side walls) are Is FL47561-111. not used to support the roof and therefore are not required to maintain a Header Girt W H 2x3 H 2x4 H 2x5 H N 2x4 SMB E 2x5 SMB no 2x6 SMB 20 SMB 2x8 SMB 2xt9 SMB 2x10 SMB L 2' an Maxoverhangunless overwritten by a site -specific drawing sealed by an engineer t Aluminum Pan (3" Riser) Span Table Pon Type 39r127r 0.02437 27x&030 37r12"x0.050 wmd Zom Eyfeerire Span ow 100 1L0 119 151 110 10. 8 23.7 120 1 9.8 109 12.8 123 9. 5 10.8 22.6 130 9 105 122 140-1 8.8 9.5 11.6 140-2 8.8 9.5 n6 0 BA 9.0 no 9 (jEA I3 1 ]Z 1 14 1 16 1 ZO Site Aluminum Comoration Composite Roof Span Table(1# Com Density Foam) 18-W, hod it App.p0•1175RAU E(jeRiye Span p't) Rf- dSii 37[48"x0. 3"x48"x0A30" 4-x4rXD.024" 4-x487e0.030" 6"x48"xDA24" 6"x48"x6A30" B 5. 6 SA 52 SA 4.6 4.3 4.0 5008 21'- 1' 24'-9' 23'-1' 26'-7" 28'-7' 33'-3' 2 7. 0 7.5 73 69 6A 6.0 S.6 100 C 110 B 39'-5" 22'-9' 21'-3" 24'-S" 26'-S' 30'-6' 9 85 82 79 7-5 7.0 6.5 6-1a uo C 120 B 18'-2' 21'-1' 19'-7' 22'-6" 24'-6" 28'-3" Inc 130 a 15'-6" 19'-3" 18'-2" 29-10' 22'-6' 26-8" A M 103 99 9-18.6 B1 130 C 1408 17-7" 15'-0- 14'-0- 16'-3- 17'-5- 20'-2- X f 4 0 Elite Aluminum Corporation Composite Roof Span Table (2# Cora Density Foam) maid, Produd [mw4 M756t-lai feel5lmn Thidly 3'x48"x0A24- T'z48'x0A30' 4'x48"x OA24" 4'x48'x0D30' 6'x42'x0D24' 6"x48"x0A30' 1008 23'- 1" 27'-2" 25'-4" 29'-3" 31'-6' 36-4" 100 C 110 B 21'-2" 24'-11' 23'-4' 26-I1' 29'-0" 33'-5" uo C 12o B 19'-7" 23'-2" 21'-8" 25'-1" 26-6" 31'-1" N 12o C 110 B 18'-1' 21'-2" 19-1i" 22'-9" 24-8' 28'-3" 130 C 140B 14-0" 16-3" 1 35-3- 17-8" 1 19-3" 22'-l" Super Gutter ( 5" or 7") Attachment of super gutter is not shown for illustrative purposes. See - independent detail labeled " Super Gutter' Connection to Host Structure" Gutter Stiffener shown for illustrative purposes only. Spacing and attachment details located In note #3 in the detail labeled "Super Gutter Connection to Host Structure" 9FFICE 30- 0x 4" S.M.S. fastened through composite roof into Imp of super gutter & spaced evenly at a maximium of 8" O.C. Composite Roof to Top of Super Gutter Host Structure Z Aluminum L- Angle see note #1) used as a spacer 10-04.75" S.M.S. fastened @ 8" O.C. Host Structure #10- 04.75" S.M.S. fastened @ 8" O.C. see note #I) ( See Note #4) Fastener type and spacing determined from table named " Composite Roof Composite roof receiver channel to Host Structure Fastener Table" see note #3) Thickness of panel Fastener type and sparing determined Composite roof receiver channel from table named "Composite Roof see note #4) to Host Structure Fastener Table" see note #3) 2 #10-0x0. 75" S.M.S. fastened @ 8" O.C. I Receiver Attachment at a Steep Pitch Composite Roof to Face of Host Structure Notm 1) The term host structure is used synor nol-dy with arty structural component that e`7-"the composite roof can attach to. This is including but not limited to the face of a Composite Roof to Host Structure Fastener Requirements carry beam house fascia house wall, and the face of super- gutter. 2) The type of fastener that is attaching to the host strudu a is to be deter Tined by Maximum Spacing of Specified Fasteners (-mHtes) the "Composite Roof to Host Structure Fastener Requirgneitfs". Fasteners to Beam Fasteners to r ri4.U- Host Fasteners to Wood Host 3 Sheet Metal Screws and Nbod Lag (Il6 ",,) that attach into the host structure Structure Structure through the receiver d)annd must contain a 15" washer. If a Washer is not used, then r10 sties #14 s.M.S. 174-0 Tappprts 318"0 Tappotts :no wood screw 814 Wood Seem the type of fasteners mentioned in this note are to be doubled -up. They should be installed in a vertical pattern, evenly spaced bete eeri the top and bottom flange of the 3" 8 12 18 24 8 12 receiver channel. 4" 6 8 12 18 6 8 4) The fasteners that attach the composite roof to the long flange of the receiver channel are only required Where there is sufficient room for installation For example 5" 4 6 8 12 4 6 9 the composite roof is installed under a house overhang to the house wall; or wtlen the roof is in a steep pitch and the bottom is inaccessible Sufficient room is defined 6" 4 6 8 12 4 6 as 24" of space between the top of the composite roof and they bottom of the object covering that areaAnythinglessthanthatwxddcxii,`"e' I' (fidi Yzlmnand NIA 1 lAA 5 " 125 ' I 1 " i 1 " I I Ithereforenotrequire that the top flange of the'ieceiver, d)anr;e'l bti ta;tere ,e. Minimum fimbedment Depths ( ulchesi l s rttraets• t ` R . f r 1 F DAMS 8t CLEATON ENGINEERING, INC. • tt ; 1,, . 'It I civil ' Structural 601 North Orlando Ave. Maitland, FL 32751 PHONE: (407) 539- 2353 N. FAX: (407) 407- 539-2334 h Wind Zone: 130 MPH Design mnfomu to the FBC 2007 Building and the FBC 2007 Residential, with FRANK TON, J 5 P.E. D12 Exposure: B the 2009 supplements, as well as the ASCE 7-05. ENG FL LIC. 35816 COMPACTED BACKFILL L 14 x 3/4" S.M.S. (TYP.)_ / \/\\ 16" 3"X 3" POST Dimension of slab for counter -sunk connection ' D • p. j ill;.• g^t 4 to 0 o p: p rn- 3.• c 14 x 3/4" S.M.S. (TYP.) POST CONNECTS TO FOOTER W/ 3/8" 0 CONCRETE ANCHOR (TAPCON) 2) 2"x 2"x 0.125" ANGLE OR Z W/ 2" MIN. EMBEDMENT INTO 1) 1/8" THICK U-CHANNEL 4 CONCRETE (TYP.) 3/8" 0 CONCRETE ANCHOR (TAPCON) 16", . . . . . . . . . . .' 111 2500 PSI MIN. strength PLAN W/ 1.25" MIN. EMBEDMENT INTO dimensions asas shown. CONCRETE (TYP.) Footer is counter -sunk below grade - Counter -Sunk Post (Elevation) ; Post connects tostab w/ {: 2) 2"x 2"x 0.125" angle or sue; 1) 118" thick U-Channel ';, Required Pier Footing I #14 x 3/4" S.M.S. (TYP.) 11_ Isolated Footing Dimensions Allowable Uplift Rating Lbs.) Maximun AttrRwtable Roof Area in FL Required 35 Rebar 1- 0" x 1r-0" x 1r-0" 150 4.00 1 Each Way 1- 6" x 1`-6" x 1r-6" 1,709 13A7 2 Each Way 2- 0" x 2r-0" x it-9" 1A50 27.56 3 Each Way 2- 3" x 2`-3" x 2r-0" 1,519 39.06 4 Each Way 2- 6" x 2`-6" x Z-3" 2J56 56.25 5 Each Way 2- 9" x 2r-9" x 2r-6" 2,836 76.56 6 Each Way 3- 0" x 3r-0" x 2r-9"1 3,713 95.06 7 Each Way 3- 3" x 3r-3" x 3r-0" 1 4X1 1 132.25 19 Each Way Typical monolm. slab See detail tabled Typical Mono -Slab Foundation" IfordetailedInformation. r.', <: ±-' 7 I I 3/ 8" 0 concrete anchor (tapcon) W/ 1.25" MIN. emtreanent into 1 concrete (TYP.) CI I =1ndep=endent to Monlithic Slab 2500 PSI MIN. strength Independent Footer wlth dimensions as shown. To Determine Totd Upfo Rating: Maximun Attributubk Roof Area (Ft. Z ` * 37P5F= Adam Uplift Rating (M sj Slope of grade to be 510" With the continuity remaining 5 Rebar Typical) foratleast24" from edge of slab. 11/ 3" ; 0-- 4 • - • ...... See Table .... • - .. 114 2S00 PSI MIN. strength Independent Footer with Pier Footing Elevation dimensions as shown. v • Pier Footing Isometric bar al) Gutter shown for Illustrative purposes. See Gutter to Host detail for connection requirements General Isometric Front Elevation Field Fasteners B.. Size I Qly of field fasteners 2x4 0 2x5 2 2x6 4 2x7 6 2x8 6 24 8 2x10 8 Channel Face U- Channel O x 3%" Bolt, with Lock -Nut 10- 0 x 2" S.M.S fastened in the field between through -bolts. Pattern as shown in " Front Elevation View" with quantity determined by the "Field Fasteners" tablE 34"- 0 x 3%" Bo with Lock -Nut es ( K.B.) are optional. They ed to reduce the span the posts. The Span reduction ined by the knee brace (K.B.) tance. Knee Brace Schedule Sae Length Qty Per Flange 2x2x0. 044 Up to 2' 2 260. 050 2' to 4' 3 2x4x0. 050 4' to 6' 4 2x4x 0.048x 0.100 SMB 6' to 7' 4 2x6x 0.050x 0.120 SMB 7' to 8' 6 Section A -A Isometric Beam Depth itti r ':sy=a Section: A - A Notes 1) The notch in the 30 post is shown as a side notch but a centered notch is also allowable In that case the field fasteners would be required to be installed on both sides of the notch and the through bolts Would be required to penetrate both sides of the notch through the beam 2) The (optional) knee braces are shown being attached with IJ-Channel but 1-- Carmel is also acceptable The size of the knee brace and the quantity of fasteners is given in the "Knee Brace Schedule". 3) Height and type of3x3 post is determined by the appropriate tables called Column Schedule for Solid Roof / Screen Enclosure Combo". In the event that there is no solid roof or no screen enclosure then take the minimum span given In the table for the non-existent component Pqr& artPaftto ,.t<(, rrr DAVIS L CLEATON ENGINEERING, INC. I Civil Structural 601 North Orlando Ave. Maitland, FL 32751 y PHONE: (407) 539-2353 FAX: (407) 407-539-2334 FRANI EATON, JR, P.E. ENGINEER - FL LTC. 35816 sect Wind Zone: 130 MPH Des o conforms to the FBC 2007 Bolding and the FBC 2007 Residential, with D13 Exposure: g the 2009 supplements, as well as the ASCE 7-05. Upright is typical but U-Channel but may also attach to C.M.U. or conventional wood framed house wall (%” OSB or 3/" plywood). In which case tapcons and wood screws would be used, respectively. . U-Channel running the depth of the beam and fastened on both sides as well as the web. Quantity of fasteners should be one less than the depth of the beam (i.e. 2x7 = 6 fasteners). Fastener type shall be #10-04.75" Standard Beam to U-Channel Connection Shown from hmne nc Top) x, 2x2x0.125" Angle used as a Secondary support in the jr' event where one side of the u-c hannd is partially inaccessible 2) #10-Oxo.75" S.M.S will be used for attachment to aluminum frame members 2) #10-Ox1" Wood screws will be used c; - •, for alladiment to wood frames y yy1) 0.25"-04.25" Tapcon will be used e for attachment to C.M.U. Beam to U-Channel w/ Gutter If there Is space available and the U-Channel flange is accessible, then fasteners will be required where possible Onown Trom isometric t5ottom) U-Channel 10-Ox0.75" S.M.S. h the quantity of fasten being one less than t depth of the beam (ty on both flanges and the ..—) Super Gutter shown for illustrative purposes only. Refer to the detail lable Super Gutter to Host Connection" for attachment requirements U-Channel Cmdated for d@ft 10-0 x 0.75" Fastener a through the super gutter a armed into the bea . Iie'' tom.- ' •T" 3,i "" Y;I A a "', .. Web Beam to U-Channel w/ Gutter IShownfromIsometricTop) 10-0 x 0.5" S.M.S. Represents one "flange" Quantity is equal to the H-Channel Length minus one 2" ! Notch Depth) .. 5" H-Channel Length) 10-0 x 0.5" S.M.S. Quantity Is equal to the H-Channel Length minus one Upright 20 SMB shown as Upright 2x4 SMB shown as example) Beam SMB shown as example) Beam Notched Around Upright Beam SMB shown as example) 7" H-Channel Length) OPTIONAL 2x2x0.125 Angle Angle may be used in the case where one side of the beam Is covered and is inaccessible See Note #6. Beam to Face of Upright Notes: 1) H-Channel Length will be equal to the beam length minus the notch depth. 2) Knee braces may be used in addition to this connection but are optional. For information about a knee brace connection, please see the detail labeled "Knee Brace Connection". 3) Quantity of screws on each flange must be equal to the H-Channel Length minus one (as shown in the detail). 4) Fasteners in H-Channel may be #14-0 x 0.5" also. 5) Any combination of frame members for the upright and beam may be used provided they are in the Beam Schedule and Upright Schedule respectively. 6) H-Channel configuration and frame -notch shown is in a vertical vector with the beam being notched. The vector may also be horizontal with the upright notched ONLY IF the upright depth is larger than the Beam depth. 7) An Optional 2x2x0.125 angle may be used in cases where one side of the beam isjp6coessible. See note #6 in the detail below labeled Beam of Upright". Notes: 1) Knee braces may be used in addition to this connection but are optional. For information about a knee brace connection, please see the detail labeled "Knee Brace Connection". 2) Quantity of screws on each flange must be equal to the H-Channel Length minus one (as shown in the detail). 3) Fasteners in H-Channel may be #14-0 x 0.5" also 4) Any combination of frame members for the upright and beam may be used provided they are in the Beam Schedule and Upright Schedule respectively. 5) The configuration shown is the beam butting into the upright with the H-channel "Length" being driven by the beam depth. This configuration may be switched to have the upright butting into the bottom of the beam and the H-Channel "Length" being driven by the upright depth. 6) The 2x2x0.125 Angle is used in lieu of one inaccessible side of beam. angI Two #10-0x0.75 fasteners should be used on each flange of the le bracket. If the Inaccessible side is only partially covered, then fasteners should be installed where possible. Beam to Upright (H-Channel) DAVIS & CLEATON ENGINEERING, INC. Civil Structural 601 North Orlando Ave. Maitland, FL 32751 PHONE: (407) 539-2353 FAX: (407) 407-539-2334 t-ft Wind Zone: 130 MPH Design conforms to the FBC 2007 Building and the FBC 2007 Residential, wIth D 14 Exposure: B the 2009 supplements, as well as the ASCE 7-05. OTON, JR, P.E. FL LIC. 35816 0 01 Tapcon Column to De for props Architedul Existing C.M.U. SECTION A -A INotes: 1) Tapcons in between each upright may be spaced at 36" O.C. (MAX) with a 1x1x0.046 Hollow aluminum Ferrule support (as shown In the detail). 1.25 "Min Emedment A I A Front View Screen Enclosure Base Attachment to Foam Capped Wall 125 angle Minimum roof pitch is X" Per foot. Roof may pitch in dther direction. Florida product approved composite roof system used as a transom 2'-0" max transom height unless overwritten in site -specific engineered drawing 100 x 0.75" S.M.S. fastened Into composite transom panel @ a maximum of 4" O.C. Typical both sides of channel) 100 x 0.75" S.M.S. fastened into Lip of Super gutter @ a maximum of 4" 0 A Side Elevation Florida product approved composite roof system usedasatransom Super Gutter (Typical) See the detail labeled "Super. Connection to Host Structure" for c connection details. Extruded receiver channel to be Flush with the inside lip of the super gutter. Composite transom panel not shown for illustrative purposes. s ''I-2x2x0.125" angle G 'ffener to be placed / #100 x 0.75" S.M.S. fastened along tran at a spacing not Into Lip of Super gutter to exceed 24" . See detail \ @ a maximum of 4" O.C. labeled "Super Gutter nection \ to Host Structure" for s ' c -e *100 x 0.75" S.M.S. fastened into connection details of the stiffen `— J the face of the gutter @ a max of 12" O.C. DETAIL A 100 x 4" S.M.S. with a 1.5"0 neoprene washer fastened through the composite panel Into top eciever channel, spaced @ a max of 4" O.C. 100 x 0.75" S.M.S. fastened into composite transom panel @ a maximum of 4" O.C. Typical both sides of channel) heat Florida product approved Icompositeroofsystem Top Isometric View Bottom Isometric DETAIL B t ffrf Composite Panel Transom Detail t' DAMS & CLEATON ENGINEERING, INC. Civil f Structural 601 North Orlando Ave. Maitland, FL 32751 PHONE: (407) 539-2353 \ FAX: (407) 407-539-2334 Wind Zone: 130 MPH Design conforms to the FBC 2007 Building and the FBC 2007 Residential, with0FR*1MCLnEAT0N, LUC J 5 P.E. Exposure: B the2009 supplementsaswellastheASCE7-05.' ENINEL LIC. 35816 I 2x2x0.125" Angle attached floating pickett base to screen upright with (2) #100 x 0.5"'. each flange M.S.fastened i each pickett 00 x 1.5" S.M.S. fastened screw [asses of 1x1 pickett Both Ends Typical) 1x1x 0.046 Pickett Profile Tic inside) Enclosure Upright Standard Chair Rail Girt Pickett Spaced so a 4" Sphere cannot pass through t' n In between Enclosure lair Rail Girt ned to it Girt kkett L 1x2 O.B. Floating Picks& Base May also be an equivalent standard Channel 4" Max opening• . •. or standard Girt member) 7, ' ., : + Sx2 O.B. from screen enclosure Tapcons spaced Max 36" O.C.• . = A Notes: 1) This method may be incorporated into any aluminum framed screen wall including framed in openings in a house). 2) The size of the Chair rail (a.k.a. guard rail) may be chosen from the Girt 0.25"0 tapcon (or concrete Schedule anchor equivalent) embedded 1.25" into 3) Brick Pavers may be under the 1x2 O.B. sole plate as long as the tapcons attach 2500 p.s.l. concrete foundation to the concrete footer or deck underneath them meeting the minimum embedment SECTION A -A requirements of 1%". Detail: Retro-Fit Pickett into Screen Wall (Floating Pickett Base) 100 x 0.5" S.M.S. fastened through the 1x2 angle to the 1x2 O.B. at eaL . pickett location and in between each pickett Isometric Upright Pickett Spaced so a 4" Sphere cannot pass through , 5" S.M.S. fastened bosses of 1x1 pickett h Ends Typical) x 2" S.M.S. fastened In between each pickett w Tapcons spaced Max 18" O.C.- Nobel: 1) This method may be incorporated into any aluminum framed screen wall including framed in openings in a house). 2) The size of the Chair rail (a.k.a. guard rail) may be chosen from the Girt Schedule. 3) Brick Pavers may be under the 1x2 O.B. sole plate as long as the tapcons attach to the concrete looter or deck underneath them meeting the minimum embedment requirements of 1Y44". Detail: Retro-Fit Picketl 6 Wind Zone: 130 MPH Exposure: B 1x1x 0.046 Pickett Profile f i7C iF71[ A 100 x 2" S.M.S. in between each 100x0.5"S fastened throu 1x2 angle to the 1x2 pickett location and each picke A hair Rail Girt 1 iced to it Girt Pickett x2x 0.046 Angle 1x2 O.B. from screen enclosure 0.25"0 tapcon (or concrete anchor equivalent) embedded 1.25" into SECTION A -A 2500 P-s.', concrete foundation dttG(C,r It tf f . into Screen Wall (1x2 Angle," DAVIS L CLEATON ENGINEERING, INC. Civil Structural 601 North Orlando Ave. Maitland, FL 32751 V PHONE: (407) 539-2353 FAX: (407) 407-539-2334 Design conforms to the FBC 2007 Building and the FBC 2007 Resklential, with the 2009 wpplements, as well as the ASCE 7.05. FRANK gWATON, JR, P.E. ENGINEER - FL LIC. 35816 Sx3x0.060 Colurm Schedule for Solid Roof I Screen Enclosure Combo a` se®tad74 yss1a6IN D ID 12 11 I 16 I JD I m a N m staxmnon H69M(FL) 8 2110 1" 10.6 19.4 1&2 19.0 1&8 186 18.4 182 10 19.6 114 112 19.0 1&8 1&6 18.4 182 1&0 17.8 12 19.2 199 tab 18.6 18.4 18.2 i&0 179 im 17A 14 18.8 in 18.4 182 13.0 17.8 17.6 17.4 172 17.0 16 1&4 182 18.0 17.8 17.6 17.4 172 17.0 18.8 16.6 18 17.9 17.7 17.5 17.3 17.1 B9 16.7 165 16.3 16.1 20 17.5 17.3 17A 1S9 1&7 10.5 16.3 mi 1 15.9 15.7 22 17.1 169 16.7 16.5 163 16.1 1 15.9 15.7 1 15.5 15.3 24 16.7 165 1 10.3 10.1 ISO 157 15.5 153 15.1 149 25 163 tat 1 1S9 15.7 155 15.3 151 1" 1147 14.5 G-Wodte Roof Span of 6' Hed@s may be idq datA but not exlgxllled. 3x3x0.060 Column Schedule for Solid Roof/Screen Enclosure Combo SaemaQ/ 119Y IN m u a1 I 16 1• 2. u L m Ysfmsm f1vfi (FL) a 179 175 17.4 172 17.0 M8 i6.6 tfi/ 1fi2 16A 70 16.8 166 16.4 162 ISO 1&8 15.6 114L 15A 12 159 15.7 155 153 15.1 14.9 14.7 145 14.1 14 149 143 145 143 14.1 13.9 13.7 1i5 13.1 m NA 13.8 13.6 13.4 I13.2 13.0 128 126 122 18 130 12.8 126 121 122 12.0 11.8 11.6 11220 12A1131151t.4 t12 10. 1 99 6 9. 7 102 22 71.7 709 10.7 10.5 I 103 24 10.1 9.9 9.7 8.5 I 83 9.1 89 47 8.5 83 76 9.1 89 8.7 85 1 83 8.1 1 79 7.7 7.5 7.3 Composite Roof 5pon of 14' Mints " be Y Wgx1atee. bul rot extrapolated. 3x3x0. 092 Column Schedule for Sold Roof/ Screen Enclosure Combo am.: atmfr4ammys11 f74 r so u u as 1r m u u m 8ladax, m /42fgr.t a 20.9 20.7 2fA 20.5 3 272 20.1 149 19.8 193 10 21.6 205 203 2D2 2D.1 192 19.8 117 19.5 19.4 12 2D.3 202 20A 19.9 19.8 IR7 19519.4 19319.1 14 2D.0 19.919.8 19.6 195 19.4 192 19.1 19.0 189 18 19,8 19.6 195 19.4 192 Ill 19A 18B ta.7 1B6 1. 19.5 19.4 192 tit 19.0 Me 18.7 186 IRS 1B3 20 19.2 19.1 19.0 1&8 18.7 1B6 18.4 1&3 132 1a.0 a 19.0 189 18.7 146 18.4 193 182 IRS 17.9 17.8 24 147 1B5 18.0 183 782 1BD 179 17.8 17.5 17.526 ta.4 1a3 18.1 180 17.917.8 175 17.5 17.4 172 Composite Roof Span of 6' I 3x3x0. 060 Column Schedule for Solid Roof/Screen Enclosure Combo g r ai= s sm. aa.7ae.ysru4fN m a u u as m a 24 tc Y- 1- IWOM (FL) a 89 MY 165 183 18.1 17.9 17.7 175 173 17.1 10 ta2 140 17.8 17.6 17.4 172 17.0 16.8 166 16A 12 -- 175 173 17.1 16.9 16.7 16.5 16.3 16.1 159 15.7 14 1" 165 181 162 16.0 ISO 16.6 15A 152 15.0 is _ 162 1" 58 156 15.4 15.2 15.0 14A 14A 14A 18 155 153 1&1 14.9 14.7 14.6 14.3 14.1 139 13.7 m 149 146 14.4 142 14.0 13.8 13.6 13.4 132 13D a 14.1 139 137 1i5 13,3 iil 129 12.7 12.1 123 24 144 132 130 128 12.6 121 122 2A 11.8 115 26 12.7 1 125 t23 1 121 1 11.9 11.7 11.5 1t3 11.1 109 Composite Roof Span of 10' FAVft may be 5aalpolde0. but rot .bap.L ma. 3x3x0. 060 Column Schedule for Solid Roof /Screen Enclosure Combo fb a aaq R--ylwfe,(N a m u s. I a6 I is I m I a 1 24 a Yaxxm,. m "agio 4FL) a 11317 ISO 163 16.1 159 15.7 1 15.5153 15.1 14.9 10 155 153 15.1 149 14.7 14.5 1 14.3 14.1 13.9 13.7 12 42 14.0 13.8 136 131Ma. 1 128 126 t2A 14 13.0 12a 126 124 122 11.6 11.4 112 18 11.7 11.5 11.3 11.1 I 109 10.3 10.1 9.9 18 10.5 10.3 10.1 9.9 9.741 9 8.7 20 93 9.1 8.9 8.7 8.579 7.7 7522 80787.6 7A 726.6 424 69646.2 6.05.4 52 5.0 55 5.4 52 5.0 4.842 4.0 3.7 Composite Roof Span of 18' 1br polated. 3x3x0. 092 ColumScreen Enclosure Combo 5 9 E a Him may be InIS"ate4 but not axMolated. HeiddB may be McDtlated. but not mltapdatsd 1. 3.0.092 Column Schedule for Solid Roof 1 Screen Enclosure Combo 3x3x0. 092 Column Schedule for Solid Roof/ Screen Enclosure Combo amsmam 11A-y1s1%m" a IS 12 11 16 18 m a 24 26 Ymt/ m,8n MOO rF1.) a 19.4 19319.1 1S0 1a.9 147 1&6 145 18,4 182 10 18.a 1116 185 1&4 182 18.1 ISO 17.8 7 17.612 1&1 1 &0 17.9 17.7 17.6 17.5172 17 17.1 17D 14 17.5 17.4 17217.1 17.0 16.8 167 1&6 16.5 163 18 16.9 16.7 16.6 165 16.3 16.2 1 15.9 15.0 15.7 18 762 16.1 ISO 7S8 15.7 159 15A 15.3 152 15.1 2015. 6 1S5 153 152 15.1 9 14914.7 14A 14A a 150 4A 14.7 146 71. 113 142 11,0 13.0139 24 143 142 14.1 139 8 13.7 13.5 131 13.3 13.1 26 13.7 136 34 133 13.2 13.0 729 128 126 125 Composite Roo n of 14' Hdgfb" be Mcpdde4 but not MbMdated M se. mBa.Inemrll IPo a m u a4 ac a m I a z. I 2c YaxlmOrn Fb7gM pa) B 20.1 0 1" 19.7 196 195 193 1 1&1 189 10 19.7 19.5 134 19.3 19.1 19.0 189 1a8 1 185 12 192 19.1 18S IRS 187 186 1aA 143 182 ! 18 14 189 ISO 1&5 18.4 1a2 18.1 179 17.7 17.6 Is 1a3 182 1&1 17.9 17.6 17. 10 175 17.4 17.3 1 17.1 is 179 17.7 17.6 17.5 17 172 17.1 IRS IRS 1&7 20 17.4 17.3 17.1 SO.,169 16A IRS IRS 16.4 I 162 a 17.0 18a lfi 1&6 1&4 163 162 ISO 159 ' 15.a 24 165 1fi4 7fi2 1&/ 7&0 15A 15.7 15.6 1" 153 m 16,7 159 158 15.7 755 15A 153 151 150 74.9 Composite Roof Spon of 10' sm.. a Bed ne,rr wide lrtl a as 1214 I6 Le 20a b 25 84admum Hd91fr (Tt) e 187 18.5 184 183 182 780 17.eK16. 9 17. 6 17.5 10 17.9 17.7 17.6 17.5 17.3 17.2 17.7 16.8 16.7 12 17.1 IRS 166 187 16.5 IBA 163 40 15.9 14 162 lei 160 15.6 15.7 15.6 154 lS2 15.1 16 1S4 lS3 1S2 ISO 149 148 146 144 14.2 18 14.6 As 143 142 14.1 li9 116 13.6 13.4 20 136 137 115 114 139 13.1 130 127 126 22 13.0 128 127 728 725 l23 122 121 11.9 11.8 24 122 120 11.9 11.8 11.6 11.5 114 112 11.1 1" 25 11.3 112 11.1 11.0 IRS 107 106 10.4 10.3 1 Composite Roof Span of 18' H." d is mw be irtterpolmed, bid not m*apdnlad 3x3x0. 125 Column Schedule for Solid Roof/ Screen Enclosure Combo s.• fa4ry1e4,(rn s ar "u N "a6 as "m a a m Y AMIM F4sI I sFq r 207 206 205 204 203 202 20.1 no 192 198 is 204 203 202 20.1 200 199 19.8 19.7 I9.6 19.E 12 200 19.9 19A 19.7 19A 195 194 192 192 191 N 193 196 195 19A 192 192 19.1 190 189 ISO N 194 193 192 19.1 190 189 183 15.7 ISO is] 1• 190 189 18a 18.7 ISO 55 16.4 153 ia2 181 2L 167 ISO 185 184 183 132 181 ISO 179 17.8 E 1S3 182 1&1 180 17.9 17A 17.7 17.6 17.5 17A ZA 180 179 7,B 17.7 17.0 175 17A tTJ 172 17.1 1/. a 175 17A 11. 1/2 1/.1 17P 109 ilia Composite Roof Span of 10' 4x4x0. 125 Column Schedule for Sold Roof / Screen Enclosure Combo a E r a.ynor.ywmFy s 1r' u I 1. as :s m a b 26 Ycfaaw lhlOY /RJ t 212 21.1 21.0 I 209 209 208 207 20.7 MO 205 10 209 208 208 20.7 20A 205 205 204 202 203 tt 20.7 206 205 . 204 204. 203 202 20.1 ml 200 14 20.4 203 203 202 20.1 200 No 199 198 197 1a 202 20.1 200 193 199 192 197 196 196 195 is 199 198 198 19.7 196 195 194 19.4 192 19.7 m 19.7 190 195 19A 19.4 192 192 191 191 19.0 a 19A 192 Ill 191 191 190 190 182 188 187 to 1H.1 19.1 190 189 1B9 I88 187 136 186 195 1a 189 188 188 187 180 185 85 134 143 1 182 Composite Roof Span of 10' HWM nay b0 a4e01Med. M nd 4mlmpM" Note: 1) All aluminum frame member tables shown are calculated for exposure B type terrain. If exposure C is needed, then use the multipliers as follows: With a height range of [0'-15': multiply span by 0.83), [15-20': multiply span by 0.78], [20'-25': multiply span by 0.74), (25-30': multiply span by 0.71). It" M a.y Se M-., eu m tl1.Waw. Carry Beam Schedule for Solid Raof/ Screen Enclosure Combo Carry Beam Schedule for Solid Roof/Screen Enclosure Conibi 3i a. M.Jf6.vnlNdb lr 10' u' 3•' 16' 18' ffi ZY 7.1' ffi Enerlle Sjo- FL) 2x4SUB 10,7 94 8.8 8.4 80 7.7 7.3F. 42 S9 2x5 SAB 125 11.6 11.0 70.4 99 85 SO 7.7 7.1 2x6SUB 17.4 167 164 ISO 755 151 149 138 129 2x78UB 143 18,6 17.9 17.4 172 167 184 15.5 148 2x93UB 216 23.1 2L5 21.9 212 20.9 20.5 184 189 Zx9 2SO 243 24.0 23.5 22.8 220 216 205 197 2c10 SUB 31.0 30.3 297 20.3 787 27.9 2&4 25.9 2115 TFB 1&3 17.1 766 162 ISO 1S4 14.5 13.8 2x77FB 217 21.0 20 0 194 197 165 17.5 17.0 2t97FB 27.7 2&8 2&1 755 1 246 240 7 4 Composite Roof Span o E tes7+{ T,iasylWLL 8' ]0' Ir I U. IS' I 18' I 2t1' 22' 1 2 Exe6sve z (Ft) 2l4SUB 7.9 7.4 69 6.6 6.3 1 SS 53 4 2x5SUB 99 9.2 88 42 7.8 7.5 7.1 86 6 2x6 SUB 13.7 132 129 125 122 11.9 11.7 11.4 11 i1 2x7 SUB 1S2 147 14l 13.7 13.5 132 179 125 1: 2xS SUB 18,6 182 17.7 17.3 16.7 IRS 1&1 1S8 1! WSL13 1&7 1&1 1&9 185 1&0 17.4 17.0 IRS 11 2c108318 251 244 23.9 23.4 23.1 226 270 214 2 2x57FB 144 13.8 13.4 131 1 127 125 l21 11.7 1' 2x7 TFB 17A 166 1&7 158 1S3 15.0 148 2x97FB 218 21.1 20.6 20.7 19.8 114 1&9 164 1; Composite Roof Span of 14' Car Beam Schedule for Sold re C Roof/ Screen Enclosure Carry Beam Schedule for Solid Roof/Screen Enclosure Combo by% mN.to vlfa C 10' ]Y 34' 16' I IC I 20' 22' 1 24• Ef ..&" Span (FL) 2x4SYB 89 8.3 7.6 7A 7.1 8 6.5 0 5.5 52 2a5SYB 11.1 103 9.7 92 a.8 8.4 a 73 a 6.3 2a6S11B 15.4 142 14.5 14.1 13.7 13A 13.2 128 122 11.4 2x7 SUB 17.1 165 ISO 15.4 152 149 14.5 14.1 147 13.1 27d16Ua 20.9 2DA 19.9 15.4 i8A 185 18.1 17.a 172 lz7 2a9 SUB 221 215 212 20.8 202 195 Ill 18.7 18.1 17A ulo SLID 2B2 27A 26.8 25.3 259 25.4 24.7 24.1 MA 229 2. 5 TFa t62 1551 5.1 14.7 113 14D 1ifi 13.1 129 122 2x717B 112 186 1&1 17.7 172 169 16.4 159 155 15.0 2x9 TFB 24.5 1 23.7 1 23.1 226 1 2Z2 1 21.8 21.2 21.7 21.1 19.8 Composite Roof Span of io' fse+/ rA.e.ywclb 8' I Jir I I2' I IY I l6' 1 28' 1 ffi I 22' 1 2r 2C EBea- Span (FT.) 7. 0 6.6 2 SB 56 E4 51 47 4.3 4.1 2. 5 SIM 1 7.7 7.3 7.0 66 6.3 SO S4 SO 2xe SUB 122 71. 11-1 10.8 106 104 18l 9.6 a0 2x7 SIB 13.5 130 125 122 120 11.7 11.5 11.1 10.8 10.3 2. 8 SLB 165 161 15.7 1S3 149 14.6 143 141 U6 13.2 2. 9 SUB 175 170 167 16.4 ISO 154 161 146 14.3 137 2t10SLB 22.3 21.6 21.2 20.8 2.5 20.1 195 ISO IS 181 2x5 TM 126 122 17.9 11.6 11,3 111 10.7 163 101 86 2x7 TFB 15.2 147 143 140 136 134 110 126 122 I. 1192x9 TFB 19.4 187 1&2 17.9 17.5 172 167 160 ISO Composite Roof Span of 18' EL PANEL SPAN 7 SIA[ 3' x 0024 x 1 - LB EPS PANELS I n\./01 c rl CAA coen runoTc 3" x 0 024 x 1 - LB EPS PANELSLOWABLECLEAR. SPAN CHARTS) ALLOWABLE LOAD (PSF) MAX ALLOWABLE SPAN (FT) L/80 16.17 13.44 15.76 13.44 L/180 L/240 10 20 15.03 14.10 12.22 10.35 30 10.78 10.78 9.41 6.60 40 9.22 9.22 6.60 2.85 50 6.17 8.17 3.79 60 7.40 6.39 0.98 70 6.81 4.51 80 6.33 2.64 PANELS ALLOWABLE CLEAR SPAN CHARTS) ALLOWABLE L AD (PSF) MAX ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 19.00 19.00 17.17 16.53 20 15.01 15.01 15.01 13.95 30 12,50 12.50 12.50 11.38 40 10.97 10.97 10.97 8.80 50 9.92 9.92 9.44 6.22 60 9.139.13 7.51 3.64 70 8.52 8.52 5.58808.02 8.02 3.64 6" x 0 024 x I - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) ALLOWABLE LOAD (PSF) MAX ALLOWABLE SPAN (FT) 7/80 L/120 L/180 L/240 10 23.00 21.24 21.47 20.85 20 1 a06 18.06 18.06- 18.06 30 15.13 15.13 15.13 15.13 40 la34 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 1 10.44 1 10.44 10.30 5.95 80 1 9.85 1 9.85 8.43 3.47 Shown for information purposes only 3' x 0 032 x 1 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) ALLOWABLE LOAD (PSF) 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 13.69 12.16 8.36 4.56 50 12.22 10.26 5.51 0.76 60 10.75 8.36 2.66 0 9.27 6.46 80 7.80 4.56 4' x 0,032 x 1 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) ALLOWABLE LOAD (PSF) MAX ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 20.50 20.50 20.11 19.24 2A 19.61 19.24 17.49 15.74 30 18.17 17.49 14.87 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 L75 70 12.40 10.49 4.38 80 10.95 8.74 1 1.75 6" x 0 032 x 1 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) ALLOWABLE LOAD (PSF) MAX ALLOWABLE SPAN (FT) L/60 L/120 L/180 L/240 10 24.00 24.00 24.00 23.42 20 23.34 23.21 21.82 20,22 30 22.10 21.63 19.42 17.02 40 20.86 20.05 17.02 13.82 50 19.62 1 18.47 14.62 10.62 60 18.36 1 16,89 12.22 1 7.42 70 17.14 15.30 9.82 4.22 80 15.91 13.72 7. _ 1.02 3' x 0 024 x 2 ` LB' EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) ALLOWABLE LOAD (PSF) MAX ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 19.33 18.95 18.31 17.66 20 18.11 17.66 16.36 15.06 30 16.80 16.36 14.41 12.46 40 15.49 15.06 12.46 9.86 50 14.18 13.76 10.51 7.26 60 12.87 12.46 8.57 4.67 70 11.57 1 11.16 6.62 2.07 80 IM26 1 9.86 4.67 4" x 0 024 x 2 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) ALLOWABLE LOAD (PSF) 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) ALLOWABLE LOAD (PSF) 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 22.18 21.33 4C 21.75 21.75 21.33 20.20 50 21.02 21.02 1 20.49 19.07 60 20.29 20.29 19.64 17.94 70 19.57 19.57 18.79 1621 80 18.84 18.84 17.94 1 15.68 GENERAL NOIES 1 Composite panels shall be constructed using type 3003-11154 aluminum facings, 1 or 2 PCF ASIM C-578 carpenter bland 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 2007 Florida Building Code, composite panels comply with Chapter 7 Section 719, 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 2007 FBC including the HVHZ In HVHZ, this product shall be used in structures "not to be considered living areas" per Section 1613 unless impact resistance in accordance to the HVHZ requirements are met 6. Safety factor of 2 0 has been use to develop allowable loads and spans from testing in accordance to the Guidelines for - Aluminum Structures Part 1 and conforms to the 2007 FBC Chapter 16 and 20. 7 Testing has been conducted in accordance to ASTM E72-05: Strength Iest of Panels for Building Construction. 8 Reference test reports: HEII-05-1988, HETI-06-2104, HEII-06-2066, HETI-06-2105, HETI-06-2067, HEII-05-1002, HEII- 06-2107, HETI-05-1987, BETI-06-2069, HEII-06-2070, HEII 06-2071, HEII-05-1994, HEII-05-1991, HEII-06-2072, BEII-06-2073, BEII-06-2074, HEII 05-1996, HEII-05-1989, HEII-05-1993, HEII-05-1985, BEII-05-1995, 1EII-05- 1990, HETI-05-1997, HETI-05-2037, BEI1-05-2029, HEII-05-2039, HEII-05-2030, HEII-05-2041, HEII-05-2048, HEII- 05 2036, HEII-05-2031, BETI-05-2038, HEII-05-2065, BEII-05-2040, HETI-05-2042 9. Linear interpolation shall be allowed for figur es within the tables shown. 10. Panels with fan beams shall be considered equivalent to similar panels without fan beams. Design professionals may include the strength of the fan beam to exceed shown figures as part of site -specific en%dneerinv. SEAL JOINT WITH CONTINUOUS CAULKING SLOPE 3' x 0 030.. x 2 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) ALLOWABLE LOAD (PSF) MAX ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 20.11 20.03 19.42 18.81 20 19.02 18.81 17.58 16.35 30 17.93 17.58 15.73 13.89 40 16.83 16.35 13.89 11.43 50 15.74 15.12 12.05 8.97 60 14.64 1 13.89 10121 6.52 70 13,55 1 12.66 1 8.36 4.06 80 12.46 1 11.43 1 6.52 1.60 4' x 0 030 x 2 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) ALLOWABLE LOAD ( PSF) MAX ALLOWABLE SPAN <FT) L/ 80 L/120 L/180 L/240 10 24.17 24.17 24.17 24.17 20 23.64 23.64 23.41 23.11 30 22.57 22.57 21.90 21.01 40 21.51 21.51 20.39 18.91 50 20.45 20.45 1828 16.8D 60 19.39 19.39 17.37 1 14.70 70 18.33 18.33 15.86 1 12.59 80 17.26 17.26 14.35 10.49 6" x 0 030 x 2 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) ALLOWABLE LOAD ( PSF) MAX ALLOWABLE SPAN (FT) L/ 80 L/120 L/180 L/240 10 24.00 24.00 24.00 23.84 20 23.65 23.65 23.34 22.84 30 22.94 22.94 22.59 21.85 40 22.23 1 22.23 21.85 20.85 50 Z.53 21.53 21.10 19.86 60 20.82 20.82 20.36 1 18.87 70 20.11 20.11 19.61 17.87 80 19.40 19.40 18.87 16.88 U U la -a U U Cj 0000 000000 Za OOOOOOOOOO( aA BOTTOM FACINGS INTERLOCKING CROSS SECTION 4' MAX WIDTH INTERLOCKING PANEL Cl/4'/FT MIN SLOPE) 000000000000 wi- 00000000000 ¢ W EPS CORE 1LB OR 2LB O O„O O„O Or, a.< W ALUMINUM BOTTOM 00 FACINGS 00 f+ CLEAR SPAN (L) INSIDE TO INSIDE 0O 0 O00 ENGINEER OF RECORD TO PROVIDE 00 FOR ROOF CONNECTIONS 8 ADD THICKNESS OF 00 SUPPORTING STRUCTURE DETAIL BY WALL FOR TOTAL 00 THIS OR ANY OTHER ENGINEER PANEL SPAN: 00 OPTIONAL H GUTTER OR DRIP CAP 36' MAX IN FRONT 8 257 OF PANEL WIDTH 2 SIDES 12' MAX AT SIDES> EPS ROOF PANEL/ SPAN DESCRIPTION DD KIM ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS PO BOX 10039 Tampa, FL 33679 Tek ( 813) 374-0321 RDC ( 813) 374-OM Rev Dewd tlon o 0a¢t 2M ISSUED FOR PRODUCT APPROVAL 0 US 2o0eISSUED FOR 2007 PRODUCTAPPROVAL 0 co C M oaCO 0 0U_ U 0 S cC N CD E I.. L) fn Q U J O to co IT J J 0 LUaza W C0 Q F ~ gU 0 a Ora Uj 0 G: w zLUa_ jco LL Q 0 0- it LI p J LLDRAWN BY: DYK CHECKED 8Y: DYK SCALE: As SHOWN DATE: SM9= P- E. Po a. F 7empa. 9- 3--ve, Drawing No.. - FL-1001 SHEET I OF 1 Permit Numbers Parcel Identification Number 32-19-31-518-0000-0030 00 14 Prep't red by: Kim Anderson o Return to: KC Screen, Inc. o 1705 Evans Street Oviedo, FL 32765 it NOTICE OF COMMENCEMENT State of Florida y County of Seminole The undersigned hereby gives notice that improvement(s) 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. MARYANNE NMI CLERK OF CIRCUIT COURT SEMINOLE COUNTY BA 07558 Pg 1434; Upg) CLERK$ S 1t 2011041254 RECORDED 04/19/2011 11at>i:07 AN RECORDING FEES 10.00 RECORDED BY T Smith 1. Description of property (legal description of the property, and street address if available) Lot 3 Clery Lakes Ph 1 150 Wheatfield Drive Sanford, FL 32771 2. General description of improvement(s) Aluminum Roof in rear of SFR 3. Owner information Name & Address Nelsor Telephone & Fax Number Interest in Property: ow 4. Fee Simple Title Holder (if other than owner shown above) Name & Address NA Telephone & Fax Number NA 9 eak'A Contractor Name & Address K C Screen -- 1705 Evans St Oviedo FL 32765 , Telephone & Fax Number 407-977-9636 Office -- 407-977-9397 Fax 6. Surety (if any) Name & Address Telephone & Fax Number Amount of bond $ 7. Lender (if any) Name & Address Telephone & Fax Number 8. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by 713.13(1)(a)7, Florida Statutes. Name & Address Na Telephone & Fax Number Na 9. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(1)(b), Florida Statutes. Name & Address Na Telephone & Fax Number Na 10. Expiration date of notice of commencement (the expiration date is one year from the 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 YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR REC VZZE F COMMENCEMENT. /, %So/N 4vl C // 11. &mot Men -El nZ -b t ` cL U igna re of Owner or Owner's A orize Officer/Director/P ner/Manager Print Name Sworn to (or affirmed an s bscribed before me this day of 120 byA1 S -- type of authority, e.g. officer, trustee, attorney in fact) for (name of lArty on behalfp fwhom instrument was y knq*n to me O roduced SEAL AND--' as Identification. KIMBERLY M. A DERSON Comm# DD0827765 Expires1111812012 Florida Notary Assn., Inc Verification pursuant to Section 92.525, Florida Statutes. Under penalties of perju , I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and fi / ignature of Natural Perso Signi g (in line # 11) Ab ve 23-20 (7/07)