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Home My WebLink About101 Orion Way (2)r. RECEIVED CITY OF SANFORD PERMIT APPLICATION Permit #: Date: o 3g'v o 0 60 C T 2 0 2006 Job Address: 6 C O,1 .Sc,(,1 , 3 2p7 / Description of Work: l a,'l o&- e k n Historic District: Zoning: Value of Work: S A 0,0 Permit Type: Building _ Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Wat losets Plumbing Repair — Residential Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: Owners I Phone: ::P d( - J(W J- (v 7 a r Contractor Name & Address: (/L l tr L((fiC t ^ I)C5fto5407 A05 q O.3 %y C w tec,& State License Number: USCG O ,( n t''5- 3 F(P — 4 d P— 5_5 e Fa A Contact Person: Phone &Fax: 06/'CiC C Phone: 3eG - i J S O Bonding Company: Address: Mortgage Lender: Address: Address: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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 NQTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. 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 1 will notify the owner of the property of the requiremesoollf lyorida JA9fL,0VSA3. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Conti tor/Age kc Print Contra o Rent's Name Signature of Notary -State of Florida Date Owner/Agent is Perm Ily Known to Me or Contaac r/ ProducedlD .ir 00 ,o O Pr APPLICATION APPROVED BY: Bldg: 1 Zoning: _ tilities: Initia & Date) (Initial & Date) Special Conditions: O ?-G Date of Florida Date Notary Public State of Florida Tara Ann Corbin Mr CorrumNssion DD489636 9aili}1kwo me or FD: Initial & Date) (Initial & Date) I= Seminole County Property Appraiser Get Information by Parcel Number Page I of I ARC. 1 r, OaviD JOHNSDN. crn, nsn01 s3 31 PROPERTY APPRAISERrr SEMINOLE COUNTY FL. X 27 t • ' 1 101 E. FIRST ST SANFORD, FL 32771 -146a 407 - 665 - 7506 2. 5 24 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 02-20-30-520-0000-0630 Number of Buildings: 1 Owner: LEE SHANZE Depreciated Bldg Value: $132,239 Mailing Address: 101 ORION WAY Depreciated EXFT Value: $0 City, State,ZipCode: SANFORD FL 32773 Land Value (Market): $28,000 Property Address: 101 ORION WAY SANFORD 32773 Land Value Ag: $0 Subdivision Name: PLACID WOODS PH 1 Just/Market Value: $160,239 Tax District: S1-SANFORD Assessed Value (SOH): $121,259 Exemptions: 00-HOMESTEAD Exempt Value: $25,000 Dor: 01-SINGLE FAMILY Taxable Value: $96,259 Tax Estimator SALES 2006 VALUE SUMMARY Deed Date Book Page Amount Vaclimp Qualified Tax Value(without SOH): $2,669 WARRANTY DEED 09/2004 05478 1424 $137,000 Improved Yes 2006 Tax Bill Amount: $1,825 SPECIAL 04/ 1997 03227 1880 $79,500 Improved Yes Save Our Homes (SOH) Savings: $844 WARRANTY DEED 2006 Taxable Value: $92,727 WARRANTY DEED 03/1997 03212 0130 $103,500 Vacant No DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS: Pick Method Units Price Value LOT 63 PLACID WOODS PH 1 PB 51 PGS 23 LOT 0 0 1.000 28,000.00 $28,000 THRU 29 BUILDING INFORMATION Bid Bid Type Year Fixtures Base Gross Living Ext Wall Bid Value Est. Cost Num Bit SF SF SF New 1 SINGLE 1997 6 1,292 1,680 1,292 CB/STUCCO $132,239 $137,749 FAMILYFINISHAppendage / Sgft GARAGE FINISHED / 380 Appendage / Sgft OPEN PORCH FINISHED / 8 NOTE: Appendage Codes included in Living Area. Base. Upper Story Base, Upper Story Finished, 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 ear's property tax will be based on Just/Market value http-// www.scpafl.org/web/re web.seminole county titie" parcel =02203052000000630&cpad=orlon&cpa... 10/20/2006 I W am W CO) LL LL 0 r o L/s(:f 1 `-I 1)a h eoo I tI 2-1a - r- 4 ' I 12 10I Qf i pn W&Y S4n'c J /-' ( 3 9773 10/18/2006 10:38 4077881286 EMINENCE MORTGAGE PAGE 01 I , I 4.hr 352ii W, T, A,! Mary Bo,Orvnrd, Suite 30.1 • LPk,t Mary. FL 327d6 • mice 40+.6311.7631 - Fox 07.681R.7691 Legal Description'• a l Lot 63, PLACID WOODS, PHASE ONE, according to the plat D 1 thereof as recorded in Plat Book 51, Page(sJ 23 through 29, inclusive, ag a Ma'Il " t •' of the Public Records ojSeminale County, Ff. Commitilnl(ynumber: 120294Panel:0045 Suffix: E ELAM. Date: 411711995 Flood Zone.- X Date of fieldwork: 911612004 Completion Date: 9/17/1004 Certified to: Shanze Lee: Absolute Title Agency; Fidelity National Title Insurance Company of New York Southern Security Mortgage Company, its' successors and/or acs•igns. ORION WAY _ 29. 33' 20.M' N89a16' 1?'W(PJUl C; I 23: 0O'e 5 50' MW FfF, r' I aT a LOT 62 W ,.dd t,; C) h E. u; ONE STORY IR RES# 101 J 550` Mir I PLANS REVIE IED LMETABLE u p' 1 r , 140T 63 I CITY OF SANF RD LIAS LEMGi71 8EAR6YG F I P 1' Fl P, L- f 25,8E 589'7T37'E 50. o. LRVE nZ L„gE LtRC'tN BEARnag LOT N89e16Y2aW M 65 (NPJ L. r zs.ase9'rsoz^e I LOT64 CURVE TABLE / M CURVE RADru4 LE YriW DELTA Clk7R0 BLiAWO Property Address: C_f 25.A7 Soo 3SJ6 R rrSYgw P ERMIT 10 tbn Sa ord, FL 32 773 RADW LG: HTA& ca 2sdd 339.27 V'W2r ]d X raa•fill Survey number:St. 40873 LEGEND GLNEILIL N0TES 11-l1- wood Fence CAN Cnhlr RL-, M,H, Manhole 1. I."All ew"."l lam provided by ot" X-a- W From W M. Naler Meter N.T.S. Nor In Srair 2 The ands shown hereon were not abstracted for easements or other F.N. Pound Nall TEL. Trkrhnne F,,c.Aies O.R. 0ff<W ROWmIs rrceml,xl rru,mirmneos nm shown m the pat. Proprny Comcr = 5.7-ZCasered Ales O,RR. ORdal Records Book 3 Undargmamd prnti— of fnnnngs. fmrr)atlnns a other Imom emenk R. Remrd e.R. Oe.Uirg Rrfrmnrm PC.P Mmdnlnt Control Pmml wire not located. not MFled Measumo rH Chord P.R.M. PMmrrnr Rebmnce Monument 4 VWR are to Me face of the wait CL Char RAD Radial PG. Raise 4 OnN risible encroachments hocalea ENCR Encloachmerll N.R. Nnn Radial PVMT. Pnsmmnn% Pa, 5. No Idendflutlon f0und on properly cor,, utdra notrd. 4 CenterlineNcAirconditioner1, Conerena a M 11 nr Mn.k Hat Rook PO 0. Point of &ginning 7, Dimensions shown am plat and measured unfelt athawiliowxi. FL Property Lmd C. Calculated PD.C. Font of Commencement B. Elevations if slwv , m beurl open N G V.O. 1R),4 unless nti—Ay noted C.M.Cantrell? Mormtaen Uri aloct Wall PO. L. PontPrett an Line a pdi— ni, loh.. — w Ihln rno tam! nook, unle%rn, otMnvnr sd rLRFam knit Rod Cmirel AngblOcha PC. Point of Curvoh'm 10 Tnis a an AS411l 3URVRY tine's otharvAse rlond FI.P. Found Von Pipe DA Deed Book PR.C. Paint Of Reverse CurveWFr 11. Not vnlM unless sealed wl(h the Yonkq SWMCyaS rmeun, a van. RAN? Rght of Ww D. Dercnpwn or O-d RT Point W Tangency 12. Flood door derwmild.11h are IXWMed as a mu r nnA are do orolid drfiRWRDNall a. Disk D.H. Drill Hale R. Radius (Radial) domed from mr. la.t tr the sit ' nlnrmnl rm D.F. Drainape taiIi DnV Driveway R.O.F, Rn0f 0.rrhana Emmert should not c, n upnr 0r Iood insurancApurp.. and m.Ry fliffer UEUtility Up-ment ESMT Fnsement a.I.R, yet Iron Rod & Cap lrom Inlor tion ,wad by r ,f$ FounOFlEkwtan KnaF SldewaAP Pint FF Fk-WMd Roar G/M ^sohaft FC.M I'mad Crxvnse Monumem TO P Tap of Bnk TYP. TypicRil hf-or xwr O. H U. OvrOwd UtkRie; PPK. Round Parka -Kam Naa W.C. wafMss ComeP.P. g-P) PowerPolelL.emth1005EsrtingyevatlonTxTransformerLAC. IimnM Accent Easement E O w "e Of water a siav,vn January 01, 2006 LAWRENCE E. BENNETT, P.E.- P.O. BOX 214368 SOUTH DAYTONA, FL 32121 386-767-4774 J TO ALL BUILDING DEPARTMENTS Re: Master File Engineering ALUMINUM STRUCTURES DESIGN MANUAL" 2004 edition & 2006 edition Dear Building Official/Plans Examiner, This is to certify'that the following contractor/company is hereby authorized to use my 2004 ed "ALUMINUM STRUCTURES DESIGN MANUAL" during the year 2006. When we publish and distribute the 2006 ed of the "ALUMINUM STRUCTURES DESIGN MANUAL", they will be authorized to use that manual for the remainder of 2006. Our authorization is based on a January to January basis requardless of the edition of the manual. This authorization also applies to contractor master file drawings, " ONE PERMIT ONLY" drawings or any site specific" drawings that I may furnish the contractor. Mike A. Hekkel SCC045065 Design Pros, Inc. 403 New Tech Ct DeBary, FL 32713 11 They are hereby added to my 2006 MASTERFILE LIST Should you have'':a' ions please contact me at your convenience '. S Sincerely;./ V,;' t d a 1••,1 f ,4 '.. Lawrence V +i•i Y ' i a' j ' Mk'.A y j•l .. a5, jTj Q44•.. cI f; R SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS LW' FOR MAX. H• UPRIGHT I HEIGHT (h EDGE BEAM (SEE TABLES 3A.1.1 & 3A.1.2) 1"x2" k- MIN. 3-1/2" SLAB ON GRADE VARIES OR RAISED FOOTING FOR FOOTINGS SEE DETAILS TYPICAL SCREEN, ACRYLIC OR VINYL ROOM PAGE 3A-37, 38, 39) W/ SOLID ROOF TYP. FRONT VIEW FRAMING HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1" x 2" PLATE TO BOTTOM OF WALL BEAM) LW LOAD WIDTH FOR ROOF BEAM P/2' 'P/2' — SIZE BEAM AND UPRIGHTS SEE TABLES) O.H. SOLID ROOF NO MAXIMUM ELEVATION SLAB OR GRADE) VARIES VARIES ALTERNATE CONNECTION @ FASCIA ALLOWED SEE SECTION 7 FOR DETAILS) LU ZD DU wCo P = PROJECTION FROM BLDG. LW = LOAD WIDTH NOTES: " ' P' VARIES 1. ANCHOR 1" x 2" OPEN BACK EXTRUSION W/ 1/4" x 2-1/4" CONCRETE FASTENER MAX. OF 2'-0" O.C. AND W/ IN 6" EACH SIDE OF UPRIGHT ANCHOR 1" x 2" TO WOOD WALL W/ #10 x 2-1/2" S.M.S. W/ WASHERS OR #10 x 2-1/2" WASHER HEADED SCREW 2'-0" O.C.. ANCHOR BEAM AND COLUMN INTERNALLY. OR W/ ANCHOR CLIPS AND (2) #8 SCREWS W/ WASHERS @ EACH POINT OF CONNECTION. 2. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H. 3. SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLES 3A.1.3 4. ANCHORS BAS 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: TYPICAL SCREEN ROOM PLANS REVIEWEDSCALE: 3/16" = 1'-0" CITY OF SANFORD 100-1 130 140 150 8 10 12 12 Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767 774 FAX: (386) 767-6M PAGE COPYRIGHT 211W 3A-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT. P.E. SECTION 7 SOLID ROOF PANEL PRODUCTS PAN ROOF ANCHORING DETAILS ALTERNATE CONNECTION: 3) #8 SCREWS PER PAN WITH 1" MINIMUM EMBEDMENT INTO FASCIA THROUGH PAN BOXED END EXISTING TRUSS OR RAFTER 10 x 1-1/2" S.M.S. (2) PER RAFTER OR TRUSS TAIL 10 x 3/4" S.M.S. @ 12" O.C. EXISTING FASCIA FOR MASONRY USE 1/4" x 1-1/4" MASONRY NCHOR OR EQUAL @ 24" O.C. FOR WOOD USE #10 x 1-1/2" S.M.S. OR WOOD SCREWS @ 2" O.C. EXISTING HOST STRUCTURE: WOOD FRAME, MASONRY OR OTHER CONSTRUCTION SEALANT HEADER (SEE NOTE BELOW) ROOF PANEL 8 x 1/2" S.M.S. (3) PER PAN BOTTOM) AND (1) @ RISER TOP) CAULK ALL EXPOSED SCREW HEADS ROOF PANEL TO FASCIA DETAIL SCALE: 3" = V-0" SEALANT HEADER (SEE NOTE BELOW) z a. ao OOF PANEL 4-- i: ROOF PA DETAIL SCALE: 3" = T-0" 8 x 1/2" S.M.S. (3) PER PAN BOTTOM) AND (1) @ RISER TOP) CAULK ALL EXPOSED SCREW HEADS ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITH (3) EACH #8 x 1/2" LONG CORROSION RESISTANT SHEET METAL SCREWS WITH 1/2" WASHERS. ALL SCREW HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE WASHER AND THE PAN. PAN RIBS SHALL RECEIVE (1) EACH # 8 x 1/2" SCREW EACH. THE PANS MAY BE ANCHORED THROUGH BOXED PAN WITH (3) EACH #8 x 1" OF THE ABOVE SCREW TYPES AND THE ABOVE SPECIFIED RIZER SCREW. #8 x 9/16" TEK SCREWS ARE ALLOWED AS A SUBSTITUTE FOR #8 x 1/2" S.M.S. Lawrence E. Bennett, P.E. FL # 16W - PLANS REVIEWED CIVIL ENGINEER- DEVELOPMENT CONSULTANT CITY OF SANFORD P. O. BOX 214355. SOUTH DAYTONA, FL 32121 TELEPHONE: ( W) 767-4774 FAX: ( W) 767-6M PAGE COPYRIGHT 2004 7. 2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 3A ALTERNATE CONNECTION DETAIL 1" x 2" WITH 3) #10 x 1-1/2" S.M.S. INTO SCREW BOSS 2) #10 x 1 1/2" S. M. S. INTO SCREW BOSS ANCHOR 1" x 2" PLATE TO CONCRETE W/ 1/4" x 2-1/2" CONCRETE ANCHORS WITHIN - 6" OF EACH SIDE OF EACH POST AND 24" O.C. MAX. MIN. 3-112" SLAB 2500 PSI CONC. 6 x 6 - 10 x 10 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE SCREEN, ACRYLIC & VINYL ROOMS BEAM/HEADER ANGLE CLIPS MAY BE SUBSTITUTED FOR INTERNAL SCREW SYSTEMS MIN. (3) #10 x 1 1/2" S.M.S. INTO SCREW BOSS 1" x 2" EXTRUSION 1-1/8" MIN. IN CONCRETE ALTERNATE HOLLOW UPRIGHT TO BASE AND HOLLOW UPRIGHT TO BEAM DETAIL SCALE: 3" = 1'-0" ANCHOR 1" x 2" CHANNEL TO CONCRETE WITH 1/4" x 2-1/4"CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AT 24" O.C. MAX. OR THROUGH ANGLE AT 24" O.C. MAX. MIN. 3-1/2" SLAB 2500 PSI CONC. 6x6-10x10 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE AL HEADER BEAM 4) #10 x 1/2" S.M.S. EACH SIDE OF POST H-BAR OR GUSSET PLATE 2" x 2" OR 2" x 3" OR 2" S.M.B. POST MIN: (4) #10 x 1/2" S.M.S. @ EACH POST A 1" x 2" EXTRUSION 4° 1-1/8" MIN. IN CONCRETE tNATE PATQ SECJJOWTO UPRIGHT AND PATIO SECTION TO BEAM DETAIL SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. FL # 16W PLANS REVIEWED CIVIL ENGINEER- DEVELOPMENT CONSULTANT CITY OF SANFORD P.O. BOX 214365. SOUTH DAYTONA. FL 32121 TELEPHONE: (388) 767-4774 FAX: (386) 767-6556 PAGE COPYRIGHT 204 3A-4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. L SOLID ROOF PANEL PRODUCTS 0 SECTION 7 Table 7.1.3 Allowable Spans for Industry Standard Riser Panels for Various Loads Aluminum Alloy 3105 H-14 or H-25 3" x 12" x 0.024" 2 or 5 Rib Riser Panels Wind Region Open Structures Mon o-Slo d Roof Screen Rooms Attached Covers Glass & Modular Rooms Enclosed Overhang / Cantilever All Roofs 1&2 span 3 span 4 span 1&2 span 3 span 4 span 1&2 span 3 span 4 span 100 MPH 14'-5" 17%10" 18'-2" 13'-7" 16'-9" 17'-7" 11'-1" 14'-2" 14'-5" 4'-0" 110 MPH 13'-11" 17'-10" 18'-2" 12'-7" 15'-7" 15'-11" 10'4" 13'-4" 13'-7" 3'-11" 20 MP 13'-3" 16'-4" 17'-7" 11'-8" 14'-11" 15'-3" 9'-9" 12'-6" 12'-9" 3'-9" H IVA" 16'-5" 11'-6" 14'-8" 14'-11" 9'-8" 12' 4" 12'-6" 3'-8" 130 MPH 12'-7" 15'-7" 15'-11" 11'-1" 14'-2" 14'-5" 9'4" 11'-6" 11'-9" 3'-6" 140 MPH 10'-0" 12'" 12'-7" 10'-0" 12'" 12'-7" 8'-10" 10'-11" 11'-2" 3'4" 150 MPH 10'-0" 12'-4" 12'-7" 10'-0" 12'-4" 12'-7" 8'-5" 1 10'-5" 1 10'-8" 3'-2" 3" x 12" x 0.030" 2 or 5 Rib Riser Penals Wind Region Open Structures Mono -Sloped Roof Screen Rooms 3 Attached Covers Glass & Modular Rooms Enclosed Overhang / Cantilever All Roofs 1&2 span 3 span 1 4 span 1&2 span 3 span 4 span 1&2 span 3 span 4 span 100 MPH 15'-7" 19'-3" 19'-8" 14'-8" 18'-8" IVA" 12'-5" 15'-4" 15'-7" 4'-0" 110 MPH 15'-1" 19'-3" 19'-8" 13'-7" 17'-8" 18'-0" 1 11'-2" 14'-5" 141-8" 4'-0" 120 MPH 14'-3" 18'-8" 19'-1" 13'-1" 16'-2" 16'-6" 10'-7" 13'-6" 13'-9" 4'4" 123 MPH 14'-1" 18'-2" 18'-7" 12'-10" 1 15'-10" 16'-2" 10'-5" 13'-3" 13'-7" 3'-11" 130 MPH 13'-7" 16'-10" 17'-7" 12'-5" 15'-4" 15'-7" 10'-1" 12'-10" 13'-1" 3'-10" MPH 10'-10" 13'-4" 13'-0" 10'-10" 13'-4" 13'-8" 9'-7" 11'-10" 12'-6" 3'-7" r114050 MPH 10'-10" i 13'-4" 13'-8" 10'70" 13'4" 13'-8" 9'-1" 11'-3" 11'-6" 3'-5" 3" x 12" x 0.050" 2 or 5 Rib Riser Panels Wind Region Open Structures Mono -Sloped Roof Screen Rooms Attached Covers Glass & Modular Rooms Enclosed Overhang / Cantilever All Roofs 132 span 3 span 4 span 1&2 span 1 3 span 4 span 1&2 span 3 span 4 span 100 MPH 18'-3" 22'-6" 22'-11" 17'-8" 21'-10" 22'-3" 14'-5" 18'-0" 18'-10" 4'-0" 110 MPH 18'-3" 22'-6" 22'-11" 16-11" 20'-7" 21'-0" 13'-7" 17'-7" 17'41" 4'-0" 120 MPH 17'-8" 21'-10" 22'-3" 15'-3" 17-8" 20'-1" 12'-9" 15'-9" 16'-1" 4'-0" 123 MPH 16'-5" 21'-3" 1 21'-8" 15'-0" 19'-3" 19'-8" 12'-7" 15'-6" 15'-10" 4'-0" 130 MPH 15'-11" 20'-1" 20'-0" 14'-5" 18'-6" 18'-10" 11'-9" 14'41" 15'-3" 4'-0" 140 MPH 12'-8" 15'-7" 15'-11" 1 17-8" 15'-7" 15'-11" 11'-2" 14'-4" 14'-7" 4'-0" 150 MPH 12'-8" 15'-7" 15'711" 12'-8" 1 15'-7" 16-11" 101-8" 13'-8" 13'-11" 1 4'-0" note: I otal rooT panel widtn = room Width + wall width + overhang. PLANS REVIEWED Lawrence E. Bennett, P.E.• FL # 16W CITY OF SANFORD CIVIL ENGINEER- DEVELOPMENT CONSULTANT P.O. BOX 214M, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 7874TT4 FAX: (386) 757-65% Q COPYRIGHT 2004 I PAGE INOTTOBEREPRODUCEDINWHOLEORINPARTWITHOUTTHEWRITTENPERMISSIONOFLAWRENCEE. BENNETT, P.E. 7-29 SECTION 3A I SCREEN, ACRYLIC & VINYL ROOMS Table 3A.2.1 Allowable Upright Heights, Chair Rail Spans or Header Spans for Screen, Acrylic or Vinyl Rooms Aluminum Alloy 6063 T-0 1 _9 44 01er ror a secvnu wnw yuaa a. , .V ...' ...o,__ _ Tributary Load Width 'W' = Purlin Spacing Sections 3'-0" 1 31-6" 4'-0" 1 4'-6" 1 5'-0" 5'-6" 1 6'-0" 1 6'-6'• 71-0" 1 7'-6" All wab Height 'H' I bending'b' or deflectlon'd' Hollow 9'-5" b 8'-9" 8" b 1 7'-4" b 6'-11" b 6'-8" b 6'-5" b 6'-2" b 1 5'-11" b Hollow x 10'-3" b 9'-6" b br1110'-5" 5" b 7'-11" b 7'-7" b 7'-3" b 6'-11" b 6'-9" b 6'-6" b Hollow 11'-3" b 10'-5" b 9'-9" b'-3" b 8'-9" b 8'-4" b 7'-11" b 7'-8" b 7'-5" b 7'-2" b 3" x 2" x 0.070" Hollow 12'-9" d 12'-2" d 11'-7" d'-11" b 10'-5" b 9'-11" b 9'-6" b 9'-2" b 8'-10" b 8'-6" b 2" x 3" x 0.045" Hollow 12'-9" b 11'-9" b 11'-0" b b 9'-10" b 9'-5" b 8'-11" b 8'-8" b 8'4" b 8'-1" b 2" x 4" x 0.050" Hollow 16'-3" b 15'-1" b 14'-1" b 13'-3" b 12'-7" b 12'-0" b 11'-6" b 11'-0" b 10'-8" b 10'-3" b 2" x 4" x 0.046" S.M.B. 19'-l" b 17'-8" b 16'-6" b 15'-7" b 14'-9" b 14'-1" b 13'-6" b 12'-11" b 12'-6" b 1 12'-l" b 2" x 5" x 0.050" S.M.B. 23'-7" b 21'-10" b 20'-5" b 19'-3" b 18'-3" b 17'-5" b 16'-8" b 16'-0" b 15'-5" b 14'-11" b 2" x 6" x 0.050" S.M.B. 25'-l" b 24'-2" b 22'-7" b 21'-3" b 20'-2" b 19'-3" b 18'-5" b 17'-9" b 17'-1" b 16'-6" b 2" x 2" x 0.044" Snap 11'-3" b 10'-5" b 9'-9" b 9'-2" b 8'-8" b 8'-3" b 7'-11" b. 7'-7" b 7'A" b 7'-1" b 2" x 3" x 0.045" Snap 14'-4" b 1 13'-4" b 1 12'-5" b 11'-9" b 1 11'-2" b 10'-7" b 1 10'-2" b 9'-9" b 9'-5" b 9'-1" b 2" x 4" x 0.045" Snap 17'-7" b 1 16'-3" b 1 15'-3" b b 1 13'-7" b 1 12'-11" b 1 12'-5" b 1 11'-11" b 11'-6" b 11'-1" b Notes: 1. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam conriection to the above spans for total beam spans. 2. Spans may be interpolated. Lawrence E. Bennett, P.E. FL # 16644 PLANS REVIEWED CIVIL ENIGINEER-DEVELOWENTCONSULTANT CITY OF SANFORDP.O. BOX 214358. SOUTH DAYTON& FL 32121 TELEPHONE: 1356) 767-4774 FAX: (356) 767.GM PAGE e COPYRIGHT Y004 3A-24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.