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225 Seminole Blvd UNIT 603 - BC08-001165 (SCREEN WALL) DOCUMENTSf CITY OF SANFORD PERMIT APPLICATION Application # : U J —Ito l" r Job Address: 22-5 SCM'tnOIL 13W- WC55_ N IT 663 Parcel ID' 25-19 - —:30 - -90 9 - OCCO -0000 Zoning: Submittal Date: Value of Work: $ 1 7 RE .FINCH Historic District: n/iAR BDescriptionofWork: CZ l U;WSIC 1UJA XREk1S PA1 LS Square Footage: . Permit Type:• Building YCI • • • •Electrical . Mechanical • • • • • Plumbing • • . • Fire Sprinkler/Alarm ...... Pool . [I ....... Sign . 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: #`off Water Closets / Occupancy Type: Residential {N, Commercial Industrial Construction Type: # of Stories: # of Dwelling Units: Plumbing Repair -Residential Commercial Occupancy Use Group(s): Flood Zone: (FEMA form required ) l................................................................................. a;1CW0.y At-4oi oi ton CLG 11 Property Owner: ?_nnove d-t C'o, tul ,=h< Contractor: ! ' i O t ne;. A • Address: CC5 Rodt 5'181-' RaI 4'__9(a0 Address: 11o1 \Qta C(evt lonL GN 4413l Cc n6el be_t-ru, FL 32--70-1 Phone: l (Ol4-0t,33 E-mail: Phone 83D "11'18 StateLicenseNumber: 5CCo4e4a3 Bonding Company: Address Mortgage Lender: Address: Architect/Engineer nnGB 4+ e,,ne-4+ SC iGf7, tG Phone- 1V1-4"l-1y Address fO_BO>< 2J43 6 65t Pm it-m -q. R.. Fax: 38(o -%el - (o5549 Plan Review Contact PersonOt)Get7s`tt' PhoUV 4.1- 9U9 Fa Xq: "'92bq( E-mail: dun O+a.+e 5. d i r.4 Q,0(. con' 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 pen -nit and that all work will be perfonned 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 verificatioirthat I will notify the owner of the utoperty of the require nts of F ri Lien Law, FS 713. Signature of Owner/Agent Date Signature of Contractor/Agent V Date Pbogo 6, GCISSL(Z\Tk, Print Owner/ Agent's Name Prin oUactor/ent's Name Signature of Notary -State of Florida Date Signature of Notary -State of Flo D R YPu E . E BtM li l''nD. hfjtriOV DD629096 U V i Y eery 25, 201 l OF Fl - Al"Ji 1}i°.•%yURt AMC'. CO. . 1-AlMl- 3-NDiAR• Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Produced ID APPROVALS: ZONING: MA Ja l UTIL: FD: ENG: BLDG: **/-- Special Conditions: Qt/' t Permit #: Project Name: 08-1165 Screen Room Address: 225 Seminole Blvd. W. #W 40.3 Plans Reviewed By: Richard Denman 4/02/2008 407.330.5656 The Permit 9s Subject 7o 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 XT O TICS OF A ;SA T_Tf`!{`T PI TT' C'1Tpl`IT'Tyyl11{T -7:y 1 1 Q Z' TT 11TlTT1 A C-r A TTT+ppq a lvll /mil \ t/Ll 1L1 • L t/ 11`/1 \ % 1.l 1 LV- — j "- 11 V 1LN. PERMIT # DATE: ,/ F m GATEWAY AT RIVERWALIG PHASE 1 FIRST AMENDMENT A CONDOMINMM LOCATED IN SECTION25, TOWNSHIP 19 SO RANGE 30 EAST CITY OF SANFORD, SEMINOLE COUNTY, FLORIDA n EXHIBIT B S :8IF7 UNN# 1603 MODEL P2 T,\ UNIT "1602" GRAPHIC SCALE 0 5 10 IN FEET ) 1 inch — 10 ft. Engineers Planners Landscape Arr3iifrcts Surveyors Construction Management w 7D 70. cpb engi ne ers. co m w.r F.ft—St—k S—f A Ft um P.O. ao xaos, s..go q, Fc 32772•2808 Pk— e073226N2 Far e07310.063.9 Li—d arawea 710 L09GE: RI?<' LIMITED COMMON ELEMENT Ed IT-1 M 0 rr z: 77 M 11 0 NIT "1604" 1"AV RON1 p;y Cz'> ea E A - i," I' FRc,-t 1 a S,p,E W 19t. 5IM6L I-) FS 2 )zxlnoSS5n8 CZ) W14-5 _0 i ?I rX rir ermizu sccf- 4FSAGHEo , 2) ZA? SMI3 z)3 l SIP TH,4il BocStW OSHIr-9 z) 12X4tsMS f?-i Slp zX3 71<5- SrA S e vz 'x ' l 5 r1 S HCA 51Dc 1CA- r Z,x.j 5ME 1=ACH SDf. V? I CAL . zXs 5M r-' Svc r sn QG RA ILI 4G 3 1L1F-1C*V Crwr SHpWN) i'xy "5")I -ts5 I 2.£ Ba.T 16'c/C, P SX`t r-gAi 3 53 — f-- S' 3"— Co•aL YP Ff} 5Ti CC X7S'r1> 4oucRtTr 3Ay'' E I FS LTY c-A- F u I +r iZs) J'A L., ( }C . EACILL) C.1 1,J iflG F}SU1 oRS vJ sm) r- x SS Y i zo x y I BcxT cw-r• s, {c.,a I DONALD G GEISSLER JR. SC C048423 SUN STATE SIDING, INC. 161 N. CYPRESS WAY CASSELBERRY FL 3270 407-830-7778 407-830-4181 FAX 2 Gn,Tc- R yE V u N I T- 603 S o V.S (-) LL P F> S ZS O RCH Scc-To» 6TW F; OOR 4-t 6t 3 T3 x i S rI U1, 6Trr- - Fe.Arl I` >^, F5-e pEa cT?ZATIO L H c 16? w u_ 9U..o.a w i £. INT 2.c 510 }J CAULV- k t Fc< y TM F yos 1 xz 2'--! SEE KWM z) 13 TYPIC-PL- FAS'i u I-SU Z Td coy. c I/14'1X S QvicS£TS 6"F,zotj zjjq it MAx W(% 1 x 2. Trrac N 6 r'Ro-1 Gvt S DONALD G GEISSLER JR. C Z SC C048423 SUN STATE SIDIN INC. 161 N. CYPRES WAY CASSELBERRY L 32707 407-830-7 .$ 407-830-419 FAX Tye coy-c. 3 So8 LRos S Stc' o N I-RZ6 . LL. F- <iV--G SreDkscrs5 13 y' 1 r1f V-6L FI~o0 R fLON k%T- TG 5(49LE) Cam,Evorly Ar rR,L.)Li wy;L'< 2Z5 w Sfri, aLVro. wzE'r}gn.R A t yi C) I ,I y ,( `i SiA uLrz 'roG6L.E Bv--r LIRJ FL-: BeRZ ImIll. :5RTf-j- FRAn% I)(2 fpsifiJ Tb'sT IiA )X2wIrH'v0 x z 61 s L,tSSn Zy"olc -RjP,c.AL S' N rv, ,'cs) I to ,. S'3 XLA-r Spw, z EX5 Pt31J5]c J gpL:r N>;v'j Fps -)-£§-<5 ST'441-1 cz Z"A 73/Brr Dvz lr 603 DONALD G GEISSLER JR. SC C048423 SUN STATE SIDING, INC. 161 N. CYPRESS WAY CASSELBERRY FL 32707 407-830-7778 407-830-4191 FAX I/y X 5- t!:JIGKsjT- c-t L • v,.J or T' -n c' Z,,Z" 1 i Y,15'JV GnrJ. 3 ,kj F5 1C , T IRx Lf&x H o f FiAr smacg I s FLA-r 519K YLY-c PL 91-r 1Z xsjpbr -ra scAL) y je- -" * - --.I L Ib. f DDr io,.1 9L S.S,Tt C,i,tSTo8E1 8-v>) SCREEN, ACRYLIC & VINYL ROOMS I SECTION 3A 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 deslon load of 13.0 #/SF Sections v Tributary Load Width'W' = Purlin Spacing 3'-0" 3'-6" 4'-0" 4'-6" 1 5'-0" 5'-6" 1 6'-0" 1 6%6" 7'-0" 7'-6" Allowable Height 'H' / bending 'b' or deflection 'd' 2" x 2" x 0.044" Hollow 7'f" b 6'-11" b 6'-0" bj 6'-2" b 5-10" b 5'-7" b 5'A4' b 57-1" b 4'-11" b 4'-9" b 2" x 2" x 0.055" Hollow 8'-10" b 8'-2" b 7'-8" bi 7'-2" b 6'-10" b 6'-0" b 6'-3" b 5'-11" b T-9" b 1 5-7" b 3" x 2" x 0.045" Hollow 8'A" 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 7'-10" b 7'-6" b 7'-2" b 6'-11" In 6'-8" b 6'-5" b 2" x 4" x 0.050" Hollow 10'-8" b 1 9'-11" b 9'-3" b 8'-9" b 8'-3" b 7'-11" b T-7" b 7'-3" b 6'-11" b 6'-9" b 2" x 5" x 0.062" Hollow 13'-9" b 12'-9" b 11'-1 V b 11'-3" b 10'-8" b 10'-2" b 9'-9" b 9'A" b 9'-0" b 8'-9" b 2" x 4" x 0.046" S.M.B. 15'-6" b 14'A" b 13'-5" b 12'-8" b 12'-0" b 11'-5" b 10'-11" b 1 10'-6" b 10'-2" b 9'-10" b 2" x 5" x 0.050" S.M.B. 18'-6" b 17'-l" b 16'-0" b 15'-l" b 14'-4" b 13'-8" b IT-l" b 12'-7" b 12'-l" b 11'-8" b 2" x 6" x 0.050" S.M.B. 19'-3" bj 17'-10" b 16'-8" b 15'-9" b 14'-11" b 14'-3" b 13'-8" b 13'-l" b 12'-7" b 12'-2" b 2" x 2" x 0.044" Snap 9'-2" bj 8'-6" b T-11" b 7'-6" b 7'-l" b 6'-9" b 6'-6" b 6'-3" b 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'-l" b 7'-8" b 7'-4" b 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 7'-11" b 7'-7" b 7'-0" b 7'-1" b 3" x 3" x 0.045" Fluted 9'-1" b 7-5" b 7'-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 10'4" b 9'-8" b 9'-1" b 8'-8" b 8'-3" b T-11" b 7'-7" bi 7'-4" b 7'-l" 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" b 11'-4" b 10'-11" b 1 10'-6" b 10'-2" b 3" x 3" x 0.125" Square 19'-l" b 17'-8" b 16'-7" b 1 15'-7" b 1 14'-10" b 14'-1" b 13'-6" b 12'-11" b 12'-6" b 12'-l" b 4" x 4" x 0.125" Square 24'-9" b 22'-11" b 21'-5" bj 20'-2" bi 19'-2" b 18'-3" b 17'-6" b 16'-9" bj 16'-2" bj 15'-B" b For a second wind gust at i20 MPH velocity; using design load of 15.0 #/SF Sections Tributary Load Width 'W' = Purlin Spacing 3'-0" 1 3'-6" 1 4'-0" 1 4'-6" 1 5'-0" 1 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 6'-11" bi 6'-6" b 6'-1" b 5'-9" b 5'-5" b 5'-2" bi 4'-11" b 4'-9" bj 4'-7" b 4'-5" b 2" x 2" x 0.055" Hollow 8'-2" bi 7'-7" b 7'-1" b 6'-8" b 6'4" b 6'-1" bj 5'-10" b 5'-7" bj 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'-l" 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 7'-8" b 7' 4" 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 7'4" 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 7'4". b 7'-0" b 6'-9" b 6'-6" b 6'-3" b 2" x 5" x 0.062" Hollow 12'-10" b 11'-1 V b 11'-1" bj 10'-6" b 9'-11" b 9'-0" b 9'-l" 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" bi 11'-10" b 11'-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" bj 14'-1" b 13'-4" b 12'-9" b 12'-2" b 11'-8" bj 11'-3" b 10'-11" b 2" x 6" x 0.050" S.M.B. IT-1 V bj 16'-7" b 15'-6" b 14'-8" b 13'-11" b 13'-3" b 12'-8" b 12'-2" bj 11'-9" b 11'4" b 2" x 2" x 0.044" Snap 8'-6" bj T-11" b 7'-5" b 6'-11" b 6'-7" b 6'4" b 6'-0" b 5'-9" bj 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 6'4" b 6'-1" b 2" x 4" x 0.045" Snap 10'-5" b 9'-8" b 9'-1" b 8'-6" b 8'-1" b 7'-9" b 7'-5" b 7'-1" b 6'-10" b 6'-7" b 3" x 3" x 0.045" Fluted 8'-5" b 7'-10" b 7'4" b 6'-11" b 6'-6" b 6'-3" b 5'-11" b 5'-9" b 5'-6" b 5'-4" b 3" x 3" x 0.060" Square 10'-5" b 9'-7" b 8'-11" b 8'-6" b 8'-0" b 7'-8" b 7'4" b 7'-1" b 6-10" b 6'-7" b 3" x 3" x 0.093" Square 14'-11" b 1S-10" b 12'- 11jbl 12'-2" b 11'-7" b 11'-0" b 10'-7" b 10'-2" b 9'-9" b 9'-5" b 3" x 3" x 0.125" Square 1T-9" b 16'-6" b 15'-5"14'-6" b 13'-9" b 13'-2" b 12'-7" b 12'-l" b 11'-8" b 11'-3" b 4" x 4" x 0.125" Square 23'-0" b 21'-4" b 19'-11"8'-9" b 1 17'-10" b 16'-11" b 16'-3" b 1 15'-8" b 1 15'-l" b I 14'-T' b Notes: 1. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 2. Spans may be interpolated. y') 13,33 x .q= o,S Cd'6t, H•r' REVISED APRIL 2007 (13 Lawrence E. Bennett, P.E. FL # 1 E CIVIL & STRUCTURAL ENGINEERING P O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767A 74 Fax #_ (386) 767-6556 Email leb pe@bell sou th.net COPYRIGHT 2006 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SECTION 3A I SCREEN, ACRYLIC & VINYL ROOMS EXTRUSIONS W/ INTERNAL SCREW BOSSES MAY BE CONNECTED W/ (2) #10 x 1-1/2" INTERNALLY PRIMARY FRAMING BEAM 7SEETABLES3A.1.1, 2) w 1-1/2" x 1-1/2" x 0.080" ANGLE CO EACH SIDE OF CONNECTING ® D- LU BEAM WITH SCREWS AS o w SHOWN ® Uj MINI. #8 S.M.S. x 3/4" LONG NUMBER REQUIRED EQUAL TO BEAM DEPTH IN INCHES INTERIOR BEAM TABLES: 3A.1.3 BEAM TO BEAM CONNECTION DETAIL SCALE: 3" = V-0" BEAM TO WALL CONNECTION: 2) 2" x 2" x 0.060" ANGLE OR RECEIVING EXTERNALLY MOUNTED CHANNEL EXTRUSIONS WITH ANGLES ATTACHED TO WOOD INTERNAL SCREW BOSSES FRAME WALL W/ MIN. (2) 3/8" x MAY BE CONNECTED WITH 2" LAG SCREWS PER SIDE OR 2) #10 x 1-1/2" INTERNALLY — TO CONCRETE W/ (2) 1/4" x 2-1/4" ANCHORS OR MASONRY WALL ADD (1) ANCHOR PER MINIMUM #8 S.M.S. x 3/4" SIDE FOR EACH INCH OF BEAM LONG NUMBER REQUIRED Q DEPTH LARGER THAN 3" EQUAL TO BEAM DEPTH LU ~ IN INCHES w ALTERNATE CONNECTION: 0- 1) 1-3/4" x 1-3/4" x 1-3/4" x 1/8" INTERNAL U-CHANNEL ATTACHED TO WOOD FRAME INTERIOR BEAM TABLES: WALL W/ MIN. (3) 3/8" x 2" LAG SCREWS OR TO CONCRETE 3A.1.3 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, FI 32121 Telephone #: (386) 767A774 Fax #: (386) 767-6556 Email- lebpe@bellsouth.net PAGE COPYRIGHT 201N N3A-36 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT P. ALUMINUM FRAMING COMPONENTS I SECTION 8 2.00" fi 2.00" fi A = 0.772 in .2 A = 1.095 in .2 WT = 0.885p.l.f. WT = 1.255 p.l.f. 0 0.046" o q Ix = 1.940 in.' 0.050" + o Ix = 5.919 in_' 0 Sx = 0.959 in.' - Sx = 1.965 in.' 6063 - T6 6063 - T6 0 STITCH W/ (1) #8 S.M.S. @ 24" O.C. STITCH W/ (1) #8 S.M.S. @ 24" O.C. TOP AND BOTTOM TOP AND BOTTOM 2" x 4" x 0.046" x 0.100" SELF MATING BEAM SCALE: 3" = V-0" 2.00" A=0.964in.2 WT = 1.105 p.l.f. 0.050" o Ix = 3.691 in.° No Sx = 1.468 in.' 0 6063 - T6 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" 2" x 6" x 0.050" x 0.120" SELF MATING BEAM SCALE: 3" = V-0" 2.00" CD 0.055" - o ti 0 V O A = 1.259 in.' 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 # 166 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368. South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-65 Email: lebpe@bellsouth.net COPYRIGHT 2006 p p rXNOTTOBEREPRODUCEDINWHOLEORINPARTWITHOUTTHEWRITTENPERMISSIONOFLAWRENCEE. BENNETT, P.E. M ¢(/!J(I j(V SECTION 8 1 ALUMINUM FRAMING COMPONENTS f - 4.00" --- . f 0.072" A = 3.706 in.' WT = 4.246 p.l.f. Ix = 33.276 in.4 Sx = 8.314 in .3 6063 - T6 STITCH W/ (1) #8 S.M.S. @ 24" O.C. TOP AND BOTTOM OF EACH BEAM ll5ri 13 2" x 8" x OM2" x 0.224" SELF MATING BEAMS SCALE: 3" = V-0" 4.00" -- 0.072" - A = 3.980 in .2 WT = 4.560 p.l.f. Ix = 43.963 in.' Sx = 9.770 in .3 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" = T-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, R 32121 Telephone #- (386) 767-4774 Fax #: (386) 767-&'5% Email: lebpe@bel I south net PAGE © COPYRIGHT 2006 8-8 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BEN J . E_ `