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225 Seminole Blvd UNIT 505 - BC08-001157 (SCREEN WALL) DOCUMENTSCITY OF SANFORD P Kkrr APPLICATION 1 (, Application #: CJ r Submittal Date: ` " Job Address: 225 Sern'rr-iol{ 13(4 Welt - l N I5'b ' Value of Work: $ Parcel ID' 25 - 19--30 --909- OCoo -amoo Zoning: Historic District: Description of Work: Cal SGtiEo-1 wraL.L 5tcno"s Square Footage: Permit Type:• Building .... Electrical . Mechanical • •• • • Plumbing • • • • Fire Sprinkler/Alarm • • • • • • Pool • ...... Sign . Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Ca1c. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair -Residential Commercial Occupancy Type: Residential Commercial Industrial Occupancy Use Group(s):, Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) 6..-l......... R.. t................................................... ........................ a ui % i Fton ZLG Property Owner: S.nnez OVL1- Caprtalf =h! Contractor: 6TuC J I O`t,C,1 ,(j^1 j1G • Address:5aS R K3't t Ra 9(00 Address: U,1 Q. CHPrC53 WOU4 C(Ivclot, 1, GN 44I31 CcatScl%GrrT, FL 32-70-1 Phon :f ( o'14-0633 E-mail: Phone 1"1"1S StateLicenseNumber: 5CC04"33 Bonding Company: Address: Mortgage Lender: Address: Architect/ EngineerBennG4w - J3Gnne4+ Service--,L Phone:38G IVI-4-114 Add ress: fO?10g 2J446 `.Jdts P 9--rxt4) FL. Fax: 36(0 1(0% - ( 55 ip Plan Review Contact Person -Don Get7t5id< PholV LY.1- C?V q FaJ:67g36- Lf191E-mail: dun a+Q+r_ 5 , i nQ Cq Q. p (. COM Application is hereby made to obtain a permit to do the work and installations as indicated. l certify that no work or installation has commenced prior to the issuance of a penTht and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification- that I will notify the owner of th r erty o the re uirements of Florida en Law, FS 713. Signature of Owner/Agent Date Signature of Contractor/Agent Date D6A191p 6, 6e%s5La ,__ Print Owner/ Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID APPROVALS: ZONING: 014. 7Dq UTIL: ED: of Florida Date MY COMMISSION # DD629096 EXPIRES: February 25, 2011 p Fi, Notmy miscount Assoc. Co. Contractor/Agent is T Personally Knownto Me or Produced ID ENG: BLDG: Special Conditions: J ""' EOFFIC - Permit #: 1 Project Name: 08-1157 Screen Room Address: 225 Seminole Blvd. W. #505 Plans Reviewed By: Richard Denman 4/02/2008 407.330.5656 The Permit 9s Subject To The Following Comments THE FOLLOWING ARE STANDARD COMMENTS: Notice: In addition to the requirements of the Permit, there may be additional restrictions applicable to this property that may 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. 1. Any connections that may be hidden during the installation shall be inspected prior to covering. 2. Inspections shall not be given unless the Approved Plans and Permit are posted in a prominent location and protected from the elements until all inspections are complete. 3. All permits require final inspection. Failure to do so may result in charges being filed with the Department of Business And Professional Regulation. 4. Permits shall expire if work has not begun within six months of date of issuance. 5. All current Florida Building Codes are to be complied with. 6. Any error or omission in this plan review shall not be construed to grant approval of any violation of any adopted Codes or Municipal Ordinances of this Jurisdiction. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. SECTION 713.135 FLORIDA STATUTES. PFRMIr# DATE: Y GATEWAY AT RIVERWALK PHASE 1: A CONDOMINIUM _ FIRST AMENDMENT LOCATED IN SECTION 25, TOWNSHIP 19 SOLM-1 RANGE 30 EAST CITY OF SANFORD. SEMINOLE COUNTY, FLORIDA 6 KXHMIT "B" i ET5BOF7 UMIT# 1505 c .MODEL P3 UNIT "? 504 Penthouse "P3" Square Footage Total. 3,920 sf NOTICE. THIS DRAWING IS AN AS —BUILT OF THE CONSTRUCTED UNIT BASED UPON DRAWINGS PREPARED BY CUHACI & PETERSON ARCHITECTS FOR PROJECT 1202244.1. DIMENSIONS SHOWN HEREON ARE IN DECIMAL FEET PLEASE NOTE. SQUARE FOOTAGE TOTALS ARE BASED THE UPON PRE—CONSTRUC770M ARCHITECHTUAL PLANS OVERALL UNIT DIMENSIONS GRAPHIC SCALE 10 0 5 10 20 IN MT) 1 inch = 10 ft Engine" Planners Landscape Architects Surveyors Constrv[ti,n Management ra WW-Cphengineers. cam West Fatto Street, Sanf m FL 32Tn P.O. 6oz 2M& Saxfmd, FL 37772-2166 Ph— 407.322AW F—s07.330ALV Li,.—,d Ba i—, Regtstrat— N—ber 7141 3 58. 0, 1 r -, LOundry1 6F LIMITED COMMON ELEMENT UNIT "9506" ERoN TEw Y 67 3 s;br y 2a o PEA r ct fy TYaIc0l. 3 Zx 3 XSSKS loxz SMS 7'YPIcAL A 1!n ll- I;icM L H9 57E - l 1 1 EI FS Fx15Ti"U GoNC., j— Cz z x iX 61IZ I t47-F'RK'4 L., 76 c cRcrE ;Cy?/g X 3 WEa C RacHot`; TO L"L ` W Pt.gM. y X `i rot T3ou BoiT- DONALD G GEISSLER JR. SC C048423 SUN STATE SIDING, INC. 161 N. CYPRESS WAY CASSELBERRY FL 32707 407-830-7778 407-830-4191 FAX it 19 3-6-ca U N I,- 156.- 57EFL FRflri U 1T 6oq srp s ZxsS 6 rti-t F ooi n 1z g/ ID ZX?X.o ris As -Ks -WKU W P, 5H Eft IFIV-8 51 SM u Nj SID az 2 2 7sMB Xs,sMB NC\S"r }J b IZR)L4k-y"; t.r sNoN N 9-19GH S3aF r GnME.vi"( cf T vN)I-s as 6TH FiooR 1 3 ) Try Ta So(z A- W) ) o rJ c_AU 1 k- " F"Astw,4e- RE" STD rrz y 7-h F H yo j x Z 0 Tn-;c.A Ta cow Z+q "MAX olc, 1 x 2. Trr c t-i AT Rl (2. Efz, Wpt,K v v 17 # S©S el.f 3 16:5r s 3 WALLS e Cfit Lt JG , ynC-qL SCCMo 2 1EJ FS DONALD G GEISSL I .f Sc C048423 SUN STATE SIDINOIIINC. 181 N. CYPRES ,AY CASSuBERRY327Q7407430- 7 8 407. 630.41 IL l) LRes S SCC-} C) N ram scAt-JE 7S 6v>:s 55 ir- I i=s J P4HL FL,00R PLON Wr 1a 5C49I E) 8RC41 fD WALL. C-43 iE vljr4Y fiT R)L)L?I WYILV< 2-4-5- w S fry+ "OLC aLVV . oe- I r`tATBA) 5>+T IiJ Aprl£SiCE Olt " A00f: P-*Yuc) n p 1 b , 0/c, ---- Z' t ipr B w ITN 'lo x Z s rti $ Z SSn ij Zy "olc-'+yP cfl f io) S43 gFiAT SPJIL 1X2 Of Frri o LF EX1Silf - 5 1'0t-5(.lz-fi'Tt- S+1)11aLjE5S 1<XSPr uS ov u IT sas DONALD G GEISSLER JR. SC C048423 SUN STATE SIDING, INC_ 161 N. CYPRESS WAY CASSELBERRY FL 32707 407-830-7778 407-830-4191 FAX c 1 X 6-J1- Y'sICi.E HL i XISri Go Jcr _ 3 Criny, LE I FLAT- 519K, YLY--C PLATE , zxP..r 'fb ScALC) SMS 9 Li O ° 4 Pvorl-ia.1 9L S.S. TbC -A rST8BEt 9t*, 8£1- 10 D 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-6 For 3 second wind gust at 110 MPH velocity; using design load of 13.0 #/SF SECTION 3A Sections V Tributary Load Width 'W' = Purlin Spacing 3'-0" 1 3'-6" 4'-0" 1 4'-6" 1 5'-0" T 5'-6" 1 6'-0" 1 6'-6" 1 7'-0" 1 7'-6" Allowable Height 'H' / bending'b' or deflection'd' 2" x 2" x 0.044" Hollow T-6" b 6'-11" b 6'-0" b 6'-2" b 5'-10" b 5'-7" b 5'-4" b 5'-1" bj 4'-11" b 4'-9" b 2" x 2" x 0.055" Hollow 8'-10" b 8'-2" b 7'-8" b 7'-2" b 6'-10" b 6'-0" b 6'-3" b 5'-11" bj 5'-9" b 5'-7" b 3" x 2" x 0.045" Hollow 8'4" b 7'-8" b 7'-2" b 6'-9" b 6'-5" b 6'-2" b 5'-10" b 5'-8" b 5-5" b 5'-3" b 3" x 2" x 0.070" Hollow 11'-1" b 10'-3" b 9'-7" b 9'-1" b 8'-7" b 8'-2" b 7'-10" b 7'-7" b 7-3" b 7'0" b 2" x 3" x 0.045" Hollow 10'-2" b 9'-5" b 8'-9" b 8'-3" b T-10" b 7'-0" b T-2" b 6'-11" b 6'-8" b 6'-5" b 2" x 4" x 0.050" Hollow 10'-8" b 1 9'-11" b 9'-3" b 1 8'-9" b 8'-3" b 7'-11" b 7'-7" b 7'-3" b 6-11" b 6'-9" b 2" x 5" x 0.062" Hollow 13'-9" bi 12'-9" b 1 V-11" b 11--3" b 10'-8" b 10'-2" b 9'-9" b 9'4" to 9'-0" b 8'-9" b 2" x 4" x 0.046" S.M.B. 15-6" b 1 14'4" b 13'-5" b 12'-8" b 12'-0" b 11'-5" b 10'-11" b 10'-6" b 10'-2" b 9'-10" b 2" x 5" x 0.050" S.M.B. 18'-6" bi 17'-1" b 16'-0" b 15'-1" b 14'-4" b 13'-8" b 13'-1" b 12'-7" bj 12'-1" b 11'-8" b 2" x 6" x 0.050" S.M.B. 19'-3" b 1 17'-10- b 16'-8" b 15'-9" b 14'-11" b 14'-3" b 13'-8" b 13'-1" bj 12'-7" b 12'-2" b 2" x 2" x 0.044" Snap 9'-2" bi 8'-6" b 7'-11" b 7'-6" b 7'-1" b 6'-9" b 6'-6" b 6'-3" b 1 5'-11" b 5'-9" b 2" x 3" x 0.045" Snap 10'-5" b 9'-7" b 8'-11" b 8'-6" b 8'-1" b 7'-8" b TA'_' 7'-1" b 6-10" b 6'-7" b 2" x 4" x 0.045" Snap 11'-3" b 10'-5" b 9'-9" b 9'-2" b 8'-8" b 8'-3" b b 7'-11" b T-7" b T-4" b T-1" b 3" x 3" x 0.045" Fluted 9' 1" b 8'-5" b T-10" b 7'-5" b 7'-0" b 6'-8" b 6'-5" b 6'-2" b 5'-11" b 5-9" b 3" x 3" x 0.060" Square 11'-2" b 10'A" b 9'-8" b 9'-1" b 8'-8" b 8'-3" b 7'-11" b 7'-7" b 7'4" b 7'-1" b 3" x 3" x 0.093" Square 16'-0" b 14'-10" b 13'-11" b 13'-1" b 12'-5" b 11'-10" bj 11'A b 10'-11" b 10'-6" b 10'-2" b 3" x 3" x 0.125" Square 19'-1" bl 17'-8" b 16'-7" b 15'-7" b 14'-10" b 14'-1" b 13'-6" b 12'-11" b 12'-6" b 12'-1" b 4" x 4" x 0.125" Square 1 24'-9" bi 22'-11" b 21'-5" b 20'-2" b 19'-2" b 18'-3" bj 17'-6" bj 16'-9" bj 16'-2" b 15'-8" b For 3 second wind gust at 120 MPH velocity; using desiqn load of 15.0 #/SF Sections Tributary Load Width'W' = Purlin Spacing 3'-0" 1 3'-6" 1 4'-0" r4'-6" 5'-0"1 5'-6" 1 6'-0" 1 6'-6" 1 7'-0" 7'-6" Allowable Height 'H' / bending 'b' or deflection 'd' 2" x 2" x 0.044" Hollow 6-11" bj 6'-6" b 6'-1" bj 5'-9" b 5'-5" bi 5'-2" b 4'-11" b 4'-9" b 4'-7" b 4'-5" b 2" x 2" x 0.055" Hollow 8'-2" bl T-7" b 7'-1" b 6'-8" b 6'-4" bj 6'-1" b 5'-10" b 5'-7" b 5'-4" b 5'-2" b 3" x 2" x 0.045" Hollow 7'-9" bj 7'-2" b 6'-8" b 6'-4" b 5'-11" b 5'-8" b 5'-6" b 5'-3" b 5'-1" b 4'-11" b 3" x 2" x 0.070" Hollow 10'-4" b 9'-7" b 8'-11" b 8'-5" b 8'-0" b T-8" b TA" b 7'-0" b 6'-9" b 6'-6" b 2" x 3" x 0.045" Hollow 9'-5" b 8'-9" b 8'-2" b 7'-9" b TA" b 6'-11" b 6'-8" b 6'-5" b 6'-2" b 5'-11" b 2" x 4" x 0.050" Hollow 9'-11" b 9'-2" b 8'-7" b 8'-1" b 7'-8" b TA". b 7'-0" b 6'-9" b 6'-0" b 6'-3" b 2" x 5" x 0.062" Hollow 12'-10" b 11'-11" b 11'-1" b 10'-0" b 9'-11" b 9'-6" b 9'-1" b 8'-9" b 8'-5" b 8'-l" b 2" x 4" x 0.046" S.M.B. 14'-5" b 13'-4" b 12'-6" b 11'-10" b 1 V-2" b 10'-8" b 10'-3" b 9'-10" b 9'-5" b 9'-2" b 2" x 5" x 0.050" S.M.B. 17'-3" b 15'-11" b 14'-11" b 14'-1" b 13'A" b 12'-9" b 12'-2" b 11'-8" b 11'-3" b 10'-11" b 2" x 6" x 0.050" S.M.B. 17'-11" b 16'-7" b 15'-6" b 14'-8" b IT-1 1" b 13'-3" b 12'-8" b 12'-2" b 11'-9" b 11'A" b 2" x 2" x 0.044" Snap 8'-6" bj T-11" b 7'-5" b 6'-11" b 6'-7" b 6'A" b 6'-0" b 5'-9" b 5'-7" b 5'-5" b 2" x 3" x 0.045" Snap 9'-8" bj 8'-11" b 8'-5" b 7'-11" b 7'-6" b 7'-2" b 6'-10" b 6'-7" b 6'A" b 6'-1" b 2" x 4" x 0.045" Snap 10'-5" b 1 9'-8" b 9'-1" b 8'-0" b 8'-1" b 7'-9" b T-5" b 7'-1" b 6'-10" b 6'-7" b 3" x 3" x 0.045" Fluted 8'-5" bj 7'-10" b 7'A" b 6'-11" b 6'-6" b 6'-3" b 5'-11" b 5'-9" b 5'-6" b 5'A" b 3" x 3" x 0.060" Square 10'-5" b 9'-7" b 8'-11" b 8'-0" b 8'-0" b 7'-0" b TA" b 7'-1" b 6-10" b 6'-7" b 3" x 3" x 0.093" Square 14'-11" b 13'-10" b 12'-11" b 12'-2" b 1 V-7" b 11'-0" b 10'-7" b 10'-2" b 9'-9" b 9'-5" b 3" x 3" x 0.125" Square 17'-9" b 16-6" b 15'-5" b 14'-6" b 13'-9" b 13'-2" b 12'-7" b 12'-1" b 11'-8" b 1 V-3" b 4" x 4" x 0.125" Square 23'-0" b 2VA" b 19'-11" b 18'-9" b 1T-10" b 16'-11" b 16,-3" b 15'-8" b 15'-1" b 14' 7" b Notes: 1. Above spans do not include length of knee brace. above spans for total beam spans. 2. Spans may be interpolated. 13, s3 REVISED APRIL 2007 (13-H.) COPYRIGHT 2006 Add horizontal distance from upright to center of brace to beam connection to the x .?q-,o.S3 (10 1 g}H'r Lawrence E. Bennett, P.E. FL # 1 E CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax #(386) 767-655 Email: lebpe@bellsouth.net I// 6/ NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF IAWRENCE E. BENNETT. P.E. SECTION 3A PRIMARY FRAMING BEAM SEE TABLES 3A.1.1, 2) 1-1/2" x 1-1/2" x 0.080" ANGLE EACH SIDE OF CONNECTING BEAM WITH SCREWS AS SHOWN MINI. #8 S.M.S. x 3/4" LONG NUMBER REQUIRED EQUAL TO BEAM DEPTH IN INCHES SCREEN, ACRYLIC & VINYL ROOMS EXTRUSIONS W/ INTERNAL SCREW BOSSES MAY BE CONNECTED W/ (2) #10 x 1-1/2" INTERNALLY I w Q W w a. INTERIOR BEAM TABLES: 3A.1.3 BEAM TO BEAM CONNECTION DETAIL SCALE: 3" = V-0" ANGLE OR RECEIVING CHANNEL EXTRUSIONS WITH INTERNAL SCREW BOSSES MAY BE CONNECTED WITH 2) #10 x 1-1/2" INTERNALLY MINIMUM #8 S.M.S. x 3/4" LONG NUMBER REQUIRED EQUAL TO BEAM DEPTH IN INCHES wJ oC w D- INTERIOR BEAM TABLES: 3AA 3 BEAM TO WALL CONNECTION: 2) 2" x 2" x 0.060" EXTERNALLY MOUNTED ANGLES ATTACHED TO WOOD FRAME WALL W/ MIN- (2) 3/8" x 2" LAG SCREWS PER SIDE OR TO CONCRETE W/ (2) 1/4" x 2-1/4" ANCHORS OR MASONRY WALL ADD (1) ANCHOR PER SIDE FOR EACH INCH OF BEAN DEPTH LARGER THAN 3" ALTERNATE CONNECTION: 1) 1-314" x 1-3/4" x 1-3/4" x 1 /8" INTERNAL U-CHANNEL ATTACHED TO WOOD FRAME WALL W/ MIN. (3) 3/8" x 2" LAG SCREWS OR TO CONCRETE OR MASONRY WALL W/ (3) 1/4" x 2-1/4" ANCHORS OR ADD (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH LARGER THAN 3" BEAM TO WALL CONNECTION DETAIL SCALE: 3" = V-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, A 32121 Telephone #- (386) 7674774 Fax #: (386) 767-6556 Email- lebpe@bellsouth.net PAGE © COPYRIGHT 2006 23A-36 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P. . _ "- ALUMINUM FRAMING COMPONENTS 2.00" A = 0.772 in .2 WT = 0.885p.l.f. 00.046" + 0- o Ix = 1.940 in.° CD v Sx = 0.959 in.' I 6063 - T6 STITCH W/ (1) #8 S.M.S. @ 24" O.C. TOP AND BOTTOM 2" x 4" x 0.046" x 0.100" SELF MATING BEAM SCALE: 3" = V-0" 2.00" I A=0.964in.2 WT = 1.105 p.l.f. 0 0.050" o Ix = 3.691 in.° LID cw Sx = 1.468 in.' Lj0 6063 - T6 i STITCH W/ (1) #8 S.M.S_ @ 24" O.C. TOP AND BOTTOM 2" x 5" x 0.050" x 0.120" SELF MATING BEAM SCALE: 3" = V-0" COPYRIGHT 2006 2.00" f 0.050"—, + o o N SECTION 8 A = 1.095 in .2 WT = 1.255 p.l.f. Ix = 5.919 in.° Sx = 1.965 in .3 6063 - T6 STITCH W/ (1) #8 S.M.S. @ 24" O.C. TOP AND BOTTOM 2" x 6" x 0.050" x 0.120" SELF MATING BEAM SCALE: 3" = V-0" 2.00" 0.055" { o r; 0 N O A = 1.259 in .2 WT = 1.443 p.l.f. Ix = 8.746 in.° Sx = 2.490 in.' 6063 - T6 STITCH W/ (1) #8 S.M.S. @ 24" O.C. TOP AND BOTTOM 2" x 7" x 0.055" x 0.120" SELF MATING BEAM SCALE: 3" = V-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, A 32121 Telephone #: (386) 767-4774 Fax #.- (386) 767-6556 Email: lebpe@bellsouth net PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT. P.E. SECTION 8 1 ALUMINUM FRAMING COMPONENTS 4.00" f 0.072" A = 3.706 in.' WT = 4.246 p.l.f. Ix = 33.276 in.' o Sx=8.314in3 0 00 6063 - T6 STITCH W/ (1) #8 S.M.S. @ 24" O.C. TOP AND BOTTOM OF EACH BEAM Sr 18 Z-C 7 2" x 8" x 0.072" x 0.224" SELF MATING BEAMS SCALE: 3" = V-0" r - 4.00" 0.072" 0 0 tT A = 3.980 in.' WT = 4.560 p.l.f. Ix = 43.963 in.' Sx = 9.770 in.' 6063 - T6 STITCH W/ (1) #8 S.M.S. @ 24" O.C. TOP AND BOTTOM OF EACH BEAM 2" x 9" x 0.072" x 0.224" SELF MATING BEAMS SCALE: 3" = V-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, H 32121 Telephone #: (386) 767-0774 Fax #: (386) 767-6556 Email: lehpe@bellsouth.net tt PAGE © COPYRIGHT 2006 ,-:. , 8-8 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P. V.