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225 Seminole Blvd UNIT 604 - BC08-001166 (SCREEN WALLS) DOCUMENTSCITY OF SANFORD PERMIT APPLICATION Application #: n X ^ I 00 Submittal Date: 3 I / — d V 22- 5 SCrl,rlol{ 231,)8• wete Ul il'f % JobAddress: Value of Work: $ t 1.5 o0 Parcel ID: 25 " 19-30 - so9 = acco -0000 Zoning: Historic District: RECEIVED Description of Work: (Z)I,AR,GiE 199po 5c,"Ir:1 TA>Z,5 Square Footage: MAR 7 ZOOS 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 Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/ New Residential: # of Water Closets Occupancy Type: Residential Commercial Industrial Plumbing Repair —Residential Commercial Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required ) 6a: GCWC1y • •A cto i '; i+l on . ......................................................................... CcI-L Property Owner: 2nnOve 6t- ','to-1 , =t c Contractor: s]l\ 6kan 'C- S l 1t,tl,(j'r .i1G Address: 5 r ROCK5 81C Q 9(00 Address: ILI Q. I IPt'G5. WQ.c,i C ley t_10n8, OW 44131 C0.p:5c I berry , FL 3 Phone:llD (014- 0633 E-mail: Phone 830 l"1"1$ StateLicenseNumber: 5CC0484a3 Bonding Company: Address: Mortgage Lender: Address: Architectt//Engineer`& nnt_ 4- _'trytce_-.,,3'tL Phone:3SG 14.-1-41-14 Address:l OB6A - 21436A text I y +40 9 . Fax: 36(v _1(ol - (o55 !p Plan Review Contact Person On 217 tt' Phone:' i'(a 1-'AQ9 Far 7g `1- 4(9 t E-mail: yn e+a.ke 5 i d i nQ 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 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 the o rty of he req em is of Florida Lff Law, FS 713_ Signature of Owner/ Agent Date t ure of Co ntr tor/ er}t s Date Print Owner/ Agent' s Name Print Co tracto Agent' Name Signature of Notary - State of Florida Date Signature fNotary-State o Florida Date ovpENeyc tYHIV Nly COMMISSION # DD629096 o DTIRES: February 25, 2011 j'OF . cA' Fl. Notary Disc t Assoc. Co. Owner/Agent is _ Personally Known to Me or Contractor/Agent is _ P finally Knowmt Produced ID Produced ID APPROVALS: ZONING: V) W1 UTIL: FD: ENG: BLDG: Special Conditions: rJ Permit #: I Project Name: 08-1166 Screen Room Address: 225 Seminole Blvd. W. #604 Plans Reviewed By: Richard Denman 4/02/2008 407.330.5656 The Permit Is 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 i.`-..iJiV' NCEMENT MAY RESULT IN YOUR PAYING TWICEMd7. T_ CYD TA 4T1Tl f 1T TTR U- Tr! C TFrN AT!-!T TT_ TIT)-liT1T-D TXT TT "TrIT T T-X TrPU'% TT1 T!-! V 3,iYiL1 N 3 I i i V i Li i1 iz i i`v i iiii i i lii i v v it i ii ii i `v n-DrP A TNT VINT A MOTNT0 On-XTCT TT rP VCNT TD T U-XTTIUD nD ANT A TT!!T_I l TT t T TT- T'T-l1T T- T T`--' lI T_ T\T T!'1 TTl1T TT l T r\TT!'1T 'n T".-.. - L'a i'vi_.i_ 1 LlJl "mil\lI i lv'v ii iii V ! v vim 1) v -L iv i W rL 1 llA AA 4IF'-%T!1 I -A e[TA TT C'1 L—f-ITTula T -77. 'l 1 ''1 r Y-I f—%" TT1 A C-1rT A TT-TTnC'1 vviViIVII- 1i'v i Vi.i i i'.L°viivi 1 i iJ.i.i.i i PERMIT # DATE: A(2.CH 01, GATEWAY AT RIVERWALK. PHASE I- A CONDOMINIUM LARGE R9C H ); 5FIRSTAMENDMENT rfI, 10. 7 tO.z. LOCATED IN SECTION 25, TOWNSHIP 19 SOU RANGE 30 EAST CITY OF SANFORD, SEMENOLE COUNTY, FLORIDA rr a, 15.1' 15.0' 69 OF 7 Balcon 25.1y^ UMN# 1604 Master Bedroom Master Bedroom MODEL P3 12.5' 12.5' I uNir "1603" 00 0vteatRoomr o 9.0 7.2 .9kL2 Lri w. i. c. Penthouse ' PY CD w i o N 4. 8' Master both Square Footage Total: 3,920 sf 11.0' LtA+ Z rn lin. Ba h 2 0 13.8' NOTICE: ` 6 15.0 `n Kitchen o THIS DRAWING IS AN AS -BUILT OF THE CONSTRUCTED Dining to LO UNIT BASED UPON DRAWINGS PREPARED BY CUHACJ & L6 CD PETERSON ARCHITECTS FOR PROJECT 1202244.1. L.3' r8T NIT 1605 DIM " DIMENSIONSSHOwN HEREON ARE IN DECIMAL FEET , to pantry „ PLEASE NOTE. 6 r` 3.2 SQUARE FOOTAGE TOTALS ARE BASED THE UPON 2 3.4 67 PRE — CONSTRUCTION ARCHfTECHTUAL PLANS OVER4LL I 7 3' OD UNIT DIMENSIONS. jLr) Both 3 ' 5' 9 N + Nook GRAPHIC SCALE 11.1 j 8.0' °' 18 2' 10 0 5 10 20 to 7• 5' iD 8.9 41i BT 01 FoyeTF r7. 7' aundry M h IN FEET) `_' REP 1 inch = 10 ft. SO LO3 in prj 00 2 Bedroom 3 Bedro m 4 Lanai Engineerso L nn 14.2' 11. ' 25.3 LaxdsrapeArchitectsQ Surveyors Canstn6ction Management w w w. c p It e n g i n 0 e r s. c o m wW" Fxiron 5VUr. 3-Y .d FL 32M P.O. U—NO& Sanford, FL 32TT.-23P8 PHmc 407,MZ6841 Fax 407-M6639 LIMITED COMMON ELEMENT Li,-,. i Bxseioss hf-1— n43 C Y 6 KlotKvIC'j ZZ 5- w 7SEr1 y I ------ -- ( 45ht - — --- -- I, TYI'CAL 3 FXISTi v n Z) Zx ZX 6/Z C.IZS N7I4 rzty L uC.E LI CN To c cRerc (y X 3 WEo E R cHor$ Td + Cr>c, .. 1,.10o p t zg h X 9" ROCG Bou DONALD G GEISSLER JR. SC C048423 SUN STATE SIDING, INC. 161 N. CYPRESS WAY CASSELBERRY FL 32707 407- 830-7778 407- 830-4191 FAX 3- 6 -08 UNt7 boy J1721, I/q 5rH5 il chsIvfi YricA>r Z 8 w D-c. STEEL FZr9r1f u 60q Z xS -rti-t FLo o n z g/ ri5 k ID ZX' lX.o His Zi' gX5'Rc15 W WASFiE lit sMa ZXCsMB u N 1 ST) I I j-2z)Z)(7.5mZ IxZC- Z)4 xs 13oL W wrHSNt lcf} D ctiSaEr j XSTi f.16 jlor st10"N I J p Z In2 o, 2 Gn - vxil R T RiyLi\AALV` vN) T-- 609 Sj1-) F:, WO LL„ r4RCH SECT(DtJ JH ' R Do lwb Trl Tb? Somw-r- W ? „ o rJ GAO( L ku, aZAI 4PTi 6 J X Z. iq TT"-IG).A Tb God 1/, 4''X S Q v ot.-5£TS 6" F,2o,j 4v5 Z44 It MR X o/c, 2. HTT(:G N 'a FRAME f, 4X S"' S-, ri ASS Toc G 6vr' Rov-1 CSC S i6'' o%G 161 N. CYPRESS WAY CASSELBERRY FL 32707 407- 830-7778 407- 830-4191 FAX 66 FE W07 AT R,oL?, Wy-4LV< zzs w aLvv. LRcs S SCCT7 G 1 flr'1 S BD sc.A55 — r1Fs f/P40L PlooRLON CI S TG 5c4iL r) wH L.L, 1 , r rr G s 'r-uoo5 u£'r'1+AuE l cttyi C) n u J(y Siia r.t ys ToGct.E 8oc.?-- "111RJ FLU BIZ 1 Ta Ez.. F An I -X2 pT 5,0 W it-H7lo x? S M S Z)(57 nM 3 Zy "0/c -r ?)Clc)L vA, rs) .So „ S'3 2. -146 Sc; KCJ I h1 JAIL r r, OF py`nC IXZ FDGE of a '- t` YARi£S) S'3'. Z 0/8 DONALD G GEISSLER JR. SC C048423 SUN STATE SIDING, INC. 161 N. CYPRESS WAY CASSELBERRY FL 32707 407- 830-7778 407- 830-4191 FAX x s ,!:JIGKSj=-'f i 3 1 IN) 1--7 rS rLAT 3 9iZ, SPUGE PLAi'E Zx3/ y NeT 'fb SGALt SMS f DDr oa 9L S.S.'TbG 8 M 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 #ISF SECTION 3A Sections V 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" Allowable Height 'H' / bending W 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" bI 5'4" b 5'-1" b 1 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'-6" bj 6'-3" b 5'-11" b 1 5'-9" b 5'-7" b 3" z 2" x 0.045" Hollow 8'4" b T-8" b 7'-2" b 6'-9" b 6'-5" b 6'-2" b 5'-10" b 5'-8" bj 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 7-3" b 7'-10" b 7'-6" b 7'-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 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" b 12'-9" b d V-11" b 11'-3" b 10'-8" b 10'-2" b 9'-9" b 9'-4" b 9'-0" b 8'-9" b 2" x 4" x 0.046" S.M.B. 15'-6" bj 14'4" b 13'-5" bl 12'-8" b 12'-0" b 1 V-5" bl 10'-11" b 10'-6" b 10'-2" b 9'-10" b 2" x 5" x 0.050" S.M.B. 18'-6" bj 17'-1" b 16'-0" b 15'-l" b 14'-4" b 13'-8" b 13'-l" b 12'-7" b 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 1 T-8" b 13'-l" b 12'-7" b 12'-2" b 2" x 2" x 0.044" Snap 9'-2" b 8'-6" b 7'-11" b 7'-6" b 7'-1" 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'-1" 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 T-4" b 7'-1" b 3" x 3" x 0.045" Fluted 9'-1" b 8'-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 1 l'-2" b 10'1" b 9' 8' b 9'-1" b 8'-8" b 8'-3" b T-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'-l" b 12'-5" b 1 V-10" b 11'A b 10'-11" b 10'-6" b 10'-2" b 3" x 3" x 0.125" Square 19'-l" b 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'-l" b 4" x 4" x 0.125" Square 24'-9" b 22'-11" b 21'-5" bj 20'-2" bi 19'-2" bi 18'-3" b 1 T-6" bj 16'-9" b 16'-2" b 15'-8" b For s second wind gust at 120 MPH velocity; using design load of 15.0 #ISF Sections Tributary Load Width 'W' = Purlin Spacing 3'-0" 1 3'-6" 1 4'-0" 14'-6" 5'-0" 5'-6" 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" b 1 6'-6" b 6'-1" b 5'-9" b 5'-5" b 5'-2" b 4'-11" b 4'-9" b 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" 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" bj 5'-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" bi 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" bi 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 1 l'-11" b 11'-1" b 10'-6" b 9'-11" b 9'-6" b 9'-1" b 8'-9" b 8'-5" b 8'-1" b 2" x 4" x 0.046" S.M.B. 14'-5" b 13'-4" b 12'-6" b 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" b 14'-l" b 13'--4" 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 13'-11" b 13'-3" b 12'-8" b 12'-2" b 1 V-9" b 11'4" b 2" x 2" x 0.044" Snap 8'-6" b T-11" b 7'-5" b 6'-11" b 6'-7" b 6'-4" b 6'-0" b 5'-9" b 5'-7" b 5'-5" b 2" x 3" x 0.045" Snap 9'-8" b 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 9'-8" b 9'-1" b 1 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 T-10" b 7'A" 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 13'-10" b 12'-11" b 12'-2" b 1 l'-T' 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" bj 13'-9" b 13'-2" b 12'-7" b 12'-1" b 1 V-8" b 11'-3" b 4" x 4" x 0.125" Square 23'-0" b 2VA" b 19'-11" b 18'-9" b 1 17'-10" b 1 16'-11" b 1 16'-3" b 15'-8" b 15'-l" b 14'-T' b Notes: 1. Above spans do not include length of knee brace. above spans for total beam spans. 2. Spans may be interpolated. L l3.s3 REVISED APRIL 2007 (I's, yI) @ COPYRIGHT 2006 Add horizontal distance from upright to center of brace to beam connection to the x =,O,S' ( 10 1 6.Hr Lawrence E. Bennett, P.E. FL # 1( CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767- 4774 Fax #: (386) 767-0.4.56, Email: lebpe@bellsouth.net NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, RE. 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 F01TSEETABLES3A.1.1, 2) w 1-1/2" x 1-1/2" x 0.080" ANGLE I= m EACH SIDE OF CONNECTING w BEAM WITH SCREWS AS o w SHOWN MINI. #8 S.M.S. x 3/4" LONG NUMBER REQUIRED EQUAL TO BEAM DEPTH IN INCHES INTERIOR BEAM TABLES: 3A.1.3 t 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 1-112" INTERNALLY TO CONCRETE W/ (2) 1/4" x WD 2-1/4" ANCHORS OR MASONRY WALL ADD (1) ANCHOR PER MINIMUM #8 S.M.S. x 3/4" w J SIDE FOR EACH INCH OF BEAM LONG NUMBER REQUIREDIL Q DEPTH LARGER THAN 3" EQUAL TO BEAM DEPTH w ~ IN INCHES w ALTERNATE CONNECTION: a 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: p 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" = 1'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368. South Daytona, FI 32121 l elephone #: (386) 767A774 Fax #: (386) 767-65,56 Email: lebpe@bellsouth.net JA PAGE © COPYRIGHT 2006 3A-36 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, ALUMINUM FRAMING COMPONENTS 2.00° A = 0.772 in .2 WT = 0.885p.1.f. 0.046" - ofo4 Ix = 1.940 in.° o o Sx = 0.959 in.' 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" = 1'-0" 2.00" A=0.964in.2 WT = 1.105 p.l.f. 0,050" - oo Ix = 3.691 in o to 4 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" COPYRIGHT 2006 2.00" j 0.050" — + o co 0 CV 0 SECTION 8 A = 1.095 in .2 WT = 1.255 p.l.f. Ix = 5.919 in.° Sx = 1.965 in.' 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" = 1'-0" 2.00" 0.055" + o0 r; 0 N 0 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 # 1( CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368. South Daytona, FI 32121 Telephone r<: (386) 767-4774 Fax $k (386) 767-6556 Email- lebpe@be0south-net , NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E- BENNETT, P.E. 1 SECTION 8 1 ALUMINUM FRAMING COMPONENTS 4.00" - 0.072" A = 3.706 in-' WT = 4.246 p.l.f. Ix = 33.276 in.° Sx = 8.314 in.a 6063 - T6 STITCH W/ (1) #8 S.M.S. @ 24" O.C. TOP AND BOTTOM OF EACH BEAM 7VSri 3 2" x 8" x 0.072" x 0.224" SELF MATING BEAMS SCALE: 3" = V-0" r — 4.00" --- ---r 0. 072" A = 3.980 in.2 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" = T-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P- O- Box 214368, South Daytona, F1 32121 Telephone #_ ( 386) 7674774 Fax #- (386) 767-6556 Email- lebpe@bellsouth.nel PAGE COPYRIGHT 2006 8- 8 1 NOT TO BE REPRODUCED IN WHOLE 02 IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT. P