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11-354-0631 LIG4T GAGE FRAMING - CROSS REFERENCE GUIDE MIL. THICKNESS - CACE_NUMBER CROSS REFERENCE 25 GA. - - - - -- 16 MIL 22 GA. - - - - -- 27 MIL 16 GA. - - - - -- 54 MIL 20 GA. - - - - -- 33 MIL 14 GA. - - - - -- 66 MIL 16 GA. - - - - -- 43 MIL 12 GA. - - - - -- 17 MIL EXAMPLE CROSS REFERENCE: 3 5/61, 16 GA STRUCTURAL METAL STUD METAL STUD STUI (S -STD) FLANG�D DEPTH (T- TRACK) WIDTH THICKNESS 3.625" - 1.625' -43 MIL (16 GA.) w3 5/6' -I 5/6' TYPICAL STRUCTURAL STUDS AND TRACKS FORM r2JANDARD DESIGNATION piElgicH (E51t-1166P 4 ESR -2374) 46.0 2 1/2', 20 GA. STUD w/ 1 5/5' FLANGE 2505162 -33 2 1/2' 16 GA. STUD w/ 1 5/6' FLANGE 2505162 -43 3 5/6', 20 GA. STUD w/ 1 5/5' FLANGE 3625162 -33 3 5h" 16 GA. STUD w/ 1 5/6' FLANGE 362Si62 -43 6', 20 GA. STUD w/ 1 5/6' FLANGE 6005162 -33 6' 16 GA. STUD w/ 1 5/5' FLANGE 6005162 -43 6', 16 GA. STUD w/ 1 5/5' FLANGE 6005162 -43 6", 16 GA. STUD w/ 1 5/5' FLANGE 6005162 -54 101, 16 GA. STUD w/ 1 5/8' FLANGE 10005162 -43 101, 16 GA. STUD w/ 1 5/6' FLANGE 10005162 -54 12', 16 GA. STUD w/ 1 5/6' FLANGE 12005162 -54 12" 12 GA. STUD w/ 1 5/6' FLANGE 12005162 -17 1 5/6', 22 GA. TRACK w/ 1 114' LEG 162T125 -27 1 5/6" 20 GA. TRACK w/ 1 114' LEG 162T125 -33 2 1/2', 20 GA. TRACK w/ 1 114' LEG 250T125 -33 2 1/2, 20 GA. TRACK w/ 2' LEG 250T200 -33 2 1/2', li GA. TRACK w/ 1 114' LEG 250T125 -43 2 1/2' 16 GA. TRACK w/ 2' LEG 2WT200 -43 3 5/6', 20 GA. TRACK w/ 1 114' LEG 362TI25 -33 3 5/6', 20 GA. TRACK w/ 2' LEG 362T200 -33 35/611 16 GA. TRACK w/ 1 114' LEG 362T125 -43 3 5/6' 16 GA. TRACK w/ 2' LEG 362T200 -43 0, 20 GA. TRACK w/ 1 1/4' LEG 6=25 -33 61, 20 GA. TRACK w/ 2' LEG 60OT200 -33 6 ', 16 GA. TRACK w/ 1 1/4' LEG 6WI25 -43 c', 16 GA. TRACK w/ 2' LEG 6WT200 -43 TYPICAL HAT FURRING CHANNELS 7/61, 25 GA. FURRING CHANNEL 067FI25 -16 7/60, 22 GA. FURRING CHANNEL 067F125 -27 LIGHT GAGE FRAMING SCREW CONNECTIONS UNLESS NOTED, LIGHT GAGE FRAMING CONNECTIONS SHALL BE MADE USING 610 SCREWS. AT LOCATIONS WHERE SHEATHING MATERIAL IS PLACED AGAINST THE SCREW HEADS OF LIGHTGAGE METAL FRAMING CONNECTIONS, PANCAKE HEAD SCREWS SHALL BE USED SO THAT THE SHEATHING MATERIAL REMAINS STRAIGHT AND SMOOTH. LIGHT GAGE METAL FRAMING 16 GA TOP TRACK (TRACK DEPTH SHALL MATCH STUD DEPTH). I 16 GA BASE TRACK (TRACK DEPTH SHALL MATCH STUD DEPTH). �. NOTE: SEE DRAWING 501.1 FOR CODED NOTES COLUMN DETAIL (4) -3h" DIA X 3" SIMP50N TITEN HD 6' 6' STRUCTU AL NOTES: � IadS WHaREFRONT FRAMING PLAN A/502.1 FOR #16 SCREWS, TYP I I II I I it I I I I I VVERTICAL WALL M` Sol . TRIBUTARY WALL AREA WORKING DESIGN WIND LOAD PSF WALL PRESSURE WALL SUCTION 10 K ft 56.3 -61.1 I 53.6 TOP TRACK I 50.5 SPLICE (CENTERED I I 46.0 BETWEEN VERT I 500 94 42.0 STUDS) i `— CONNECT TRACK TO COLUMN METAL STUD x I' -0' M.1 SECTION 7. FASTENING OF COMPONENTS SHALL BE WITH SELF - DRILLING CADMIUM PLATED OR ZINC COATED SCREWS (UNLESS NOTED). SCREWS SHALL BE OF SUFFICIENT SIZE t0 ENSURE 'THE STRENGTH OF THE CONNECTION. PAN HEAD SCREWS. ,1 T .1 T METAL STUD x 1' -0' ERE WEAN IS CONTINUOUS ACROSS VERTICAL A. CONTROLLING BUILDING COD : 2007 FLORIDA BUILDING CODE WALL SEISMIC DESIGN CATEGORY A STUD DESIGN WIND SPEED - 146 MPH (3 -SEC GUST) EXPOSURE C, IMPORTANCE FACTOR a 1.0 I ii I I I I I Q WALL COMPONENTS 4 CLADDING TRIBUTARY WALL AREA WORKING DESIGN WIND LOAD PSF WALL PRESSURE WALL SUCTION 10 K ft 56.3 -61.1 20 n ft 53.6 -564 50 K ft 50.5 -55.3 100 K ft 46.0 -52.7 500 94 42.0 -46.6 II B. LIGHT GAGE FRAMING JI 1. COLD FORMED STEEL FRAMING SHALL CONFORM TO REQUIREMENTS OF TH ES I 'SPECIFICATION FOR DESIGN OF COLD- FORMED STEEL STRUCTURAL MEMBERS". 2. ALL MEMBERS SHALL BE FORMED FROM CORROSION- RESISTANT STEEL MEETING ASTM A653 -14, AND THEN ZINC COATED PER ASTM A525, GRADE G -410. I I BUTT - SPLICE •�• .� i •• •r r 0 LO • •.� • see �CC Ui t'i ~.� ZZ'0 I Z U' a J� ELL CL i 0 WC�' OC, cl) 0 I~W_ a. �W -' CO) O =— Iry I~ .a AT-LOCATIONS ImWERE BEAMS CL U C MUST- BE BUTT- SPLICED OVER COLUMN W \ O ~ .0 I i TOP 4 BOTTOM l SCREW f C. STRUCTURAL STEEL DET LS H r a = ° t� z • 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC 'SPECIFICATIONS FOR THE DESIGN FABRICATION AND 0 NOT USED ERECTION OF STRUCTURAL STEEL FOR BUILDINGS', LATEST EDITION. K: - X 25 N a . o 0 3 O DBL 10' DP, 16 GA BEAM 2. WELDED CONNECTIONS SHALL CONFORM t0 THE LATEST REVISED CODE OF THE AMERICAN WELDING o W F W WITH 3 5/6', 1 c GA TRACK SOCIETY, AWS DI.I. WELDING ELECTRODES SHALL BE E70XX, LOW HYDROGEN. o v -- --E8 LIGUTGAGE .BEAM TO � ° " � � R Ni W r � � � " W N TOP t BOTTOM 166 SCREW f 3. BOLTS AND BOLTED CONNECTIONS SHALL CONFORM t0 THE REQUIREMENTS OF THE "SPECIFICATIONS FOR COLUMN GONNECTIatJ (TYP, STRUCTURAL JOINTS USING ASTM A325 OR A410 BOLTS' JUNE 30, 2004. SEE SECTIONS AND DETAILS FOR UNLESS NOTED) w o �4 NOT USED SPECIFIC CONNECTION REQUIREMENTS. r �o 4. STRUCTURAL STEEL BEAMS SHALL CONFORM 0 N _ O5 N USED T THE REQUIREMENTS of ASTM A112, FY 5o K51. STEEL F g W TUBE SHALL CONFORM TO THE REQUIREMENTS OF ASTM A500 GRADE B FY - 46 KSI. STEEL PIPE P o o gi SHALL CONFORM t0 THE REQUIREMENTS OF ASTM A501, FY - 36 KSI. ALL OTHER 5TEEL SHAPES, w r o N Y !• x o © BUILT -UP BOX COLUMN - DBL 3 5/S" DP, 06 SCREW f PLATES, ETC., SHALL CONFORM TO THE REQUIREMENTS OF ASTM A36, FY - 36 KSI. I� ° z= w K 9 F N 9 16 GA STUDS WITH 3 5/6', 16 GA 12 c% o�° .s��6 TRACK EA SIDE. ATTACH 15OX COLUMN SPECIAL INSPECTION STOP FULL LENGTH TRACKS OF 1 " g s Q Y x = TO BEAM PER DETAIL C/503.) UNLESS N E Q N H . W d - 6:2H NOTED. 1. SPECIAL INSPECTION SHALL BE COORDINATED AND PAID FOR BY THE OWNER. BUILT -UP COLUMN SHORT OF BASE t ° W <D S/LTT20 HOLD DOWN REQUIREMNENTS OF TNE�LCONTROLLENG BUILDING CO FOR THE 1 FOLLOWING TRACK . o _ = i N TENSION TIE BY SIMPSON ITEMS: # N ° ` ` # E i?' �` # ; STRONG -TIE COMPANY - (2) -#�10 PAN HEAD € t Y'z w c�i ci s Nwxgl -.�o in r._W W JWh SCREWS AC SIDE .... - 14 GA BASE TRACK EH O BUILT -UP BOX COLUMN - DBL 3 5/6' DP, Ivol 06 SCREW f r. DURING THE INSTALLATION OF EXPANSION AND EPDXY ADHESIVE ANCHORS. (TRACK DEPTH SHALL N O 16 GA STUDS WITH 3 5/6" 16 GA 12 c% MATCH STUD DEPTH). TRACK, EA SIDE. ATTACH BOX COLUMN 2. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE TO BEAM PER DETAIL WS01.1, UNLESS ENGINEER OR ARCHITECT OF RECORD. ALL DISCREPANCIES SHALL BE NOTED. BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR �"'� -i CORRECTION. IF LEFT UNCORRECTED, It SHALL BE BROUGHT TO THE 0 < ATTENTION OF THE REGISTERED DESIGN PS CONNECTION (TYP, UNLESS NOTED) (4) -3/6' DIA x 3' SIMPSON TITEN HD -- R CODED NOTES -- L STRUCTURAL SPECIFICATIONS N.T.S. G LIGHTGAGE BOX COLUMN DETAIL a „ "��`ID C ' " OODl031COOCOLM w Z V A 0-90 02. STOREFRONT U � t 0 FRAMING Y w [L 77 14.7 74.1 13.t J V Z w IIZ Lot 1 1/2 "x1 I/2'xl2 GA FRAMING CLIP (LENGTH TO MATCH BEAM WIDTH) W/(2) -#CI0 PANCAKE HEAD SCREWS EACH LEG (TYP, TOP 4 BOTTOM OF BEAM) 1 STUD GAGE TO MATCH GAGE OF TRACK #i6 SCREWS, TYP TOP TRACK 3. ALL COLD FORMED MEMBERS SHALL COME FROM A SINGLE MANUFACTURER, 'CLARK' OR EQUAL. THE INSTALLATION SHALL COMPLY WITH THE MANUFACTURER'S RECOMMENDATIONS. 4. UNLESS NOTED, TRACK GAGE SHALL EQUAL STUD GAGE AND TRACK FLANGE WIDTH SHALL EQUAL 11/4'. DEEP LEG TRACK WITH 2' FLANGE WIDTH SHALL BE USED WHERE NOTED ON DRAWINGS. S. SEE DETAIL R/501.1 FOR LIGHT GAGE METAL FRAMING DESIGNATIONS. SEE PLAN 1 SECTIONS F BUILT -UP BOX BEAM 1- (— _ `�' a ,+ .} — T__1' I I I r a y 16 GA TOP TRACK (TRACK DEPTH SHALL PLACE CONCRETE \ TRACK 6. BASE TRACKS SHALL BE SET ON SMOOTH AND LEVEL CONCRETE OR NON - SHRINK GROUT SUCH AS 16 GA. PLATE 12 GA TRACK W/(3) -*10 PANCAKE HEAD MATCH STUD DEPTH). SCREWS EACH FLANGE (TRACK LENGTH 'MASTERFLOW 713' BY MASTER BUILDERS. EACH SIDE WI 2. ALL REINFORCING STEEL SHALL 15E NEW DOMESTIC DEFORMED BILLET `— CONNECT TRACK TO COLUMN METAL STUD x I' -0' M.1 SECTION 7. FASTENING OF COMPONENTS SHALL BE WITH SELF - DRILLING CADMIUM PLATED OR ZINC COATED SCREWS (UNLESS NOTED). SCREWS SHALL BE OF SUFFICIENT SIZE t0 ENSURE 'THE STRENGTH OF THE CONNECTION. PAN HEAD SCREWS. ,1 T .1 T STOP FULL LENGTH TRACKS H BUILT -UP COLUMN SHORT OF T01' REQUIREMENTS FOR REINFORCED CONCRETE' ACI 316 -05. 501. SEE DETAIL R/501.1 FOR ADDITIONAL SCREW REQUIREMENTS. ALL REINFORCING DETAILS SHALL CONFORM TO "MANUAL OF STANDARD STOP FULL LENGTH TRACKS OF PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES' ACI 315 -M, 5. SPLICES IN FRAMING COMPONENTS OTHER THAN BOTTOM WALL TRACK ARE NOT PERMITTED, EXCEPT AS SPECIFICALLY DETAILED IN STRUCTURAL DRAWINGS. SEE DETAIL M/501.1 FOR TOP TRACK SPLICE DETAIL. 1. STUDS SHALL BE INSTALLED SO THE ENDS ARE POSITIONED AGAINST THE INSIDE OF THE RUNNER TRACK WEB PRIOR TO FASTENING AND SHALL BE ATTACHED TO BOTH FLANGES OF THE UPPER AND LOWER SPIRALS IN BEAMS AND COLUMNS. 1 T - CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, SLEEVES, 3/4' - -- CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH TOP TRACK SPLICE N•T``s• � 42DS011MODETL CODED NOTES: �) DBL 6' DP, 16 GA BEAM WITH 3 5/6 ', 16 GA CRACK RUNNER TRACKS, WITH (1) -#16 SCREW IN EACH FLANGE OF EACH STUD, UNLESS NOTED. 3 5/5' OR c' DEEP STUDS ECTION5IRANDBDETAILS N.T.S. N 3 5/6' OR 6" DEEP TRACK SECTIONSI AND Y OTHER BUTT - SPLICE •�• .� i •• •r r 0 LO • •.� • see �CC Ui t'i ~.� ZZ'0 I Z U' a J� ELL CL i 0 WC�' OC, cl) 0 I~W_ a. �W -' CO) O =— Iry I~ .a AT-LOCATIONS ImWERE BEAMS CL U C MUST- BE BUTT- SPLICED OVER COLUMN W \ O ~ .0 I i TOP 4 BOTTOM l SCREW f C. STRUCTURAL STEEL DET LS H r a = ° t� z • 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC 'SPECIFICATIONS FOR THE DESIGN FABRICATION AND 0 NOT USED ERECTION OF STRUCTURAL STEEL FOR BUILDINGS', LATEST EDITION. K: - X 25 N a . o 0 3 O DBL 10' DP, 16 GA BEAM 2. WELDED CONNECTIONS SHALL CONFORM t0 THE LATEST REVISED CODE OF THE AMERICAN WELDING o W F W WITH 3 5/6', 1 c GA TRACK SOCIETY, AWS DI.I. WELDING ELECTRODES SHALL BE E70XX, LOW HYDROGEN. o v -- --E8 LIGUTGAGE .BEAM TO � ° " � � R Ni W r � � � " W N TOP t BOTTOM 166 SCREW f 3. BOLTS AND BOLTED CONNECTIONS SHALL CONFORM t0 THE REQUIREMENTS OF THE "SPECIFICATIONS FOR COLUMN GONNECTIatJ (TYP, STRUCTURAL JOINTS USING ASTM A325 OR A410 BOLTS' JUNE 30, 2004. SEE SECTIONS AND DETAILS FOR UNLESS NOTED) w o �4 NOT USED SPECIFIC CONNECTION REQUIREMENTS. r �o 4. STRUCTURAL STEEL BEAMS SHALL CONFORM 0 N _ O5 N USED T THE REQUIREMENTS of ASTM A112, FY 5o K51. STEEL F g W TUBE SHALL CONFORM TO THE REQUIREMENTS OF ASTM A500 GRADE B FY - 46 KSI. STEEL PIPE P o o gi SHALL CONFORM t0 THE REQUIREMENTS OF ASTM A501, FY - 36 KSI. ALL OTHER 5TEEL SHAPES, w r o N Y !• x o © BUILT -UP BOX COLUMN - DBL 3 5/S" DP, 06 SCREW f PLATES, ETC., SHALL CONFORM TO THE REQUIREMENTS OF ASTM A36, FY - 36 KSI. I� ° z= w K 9 F N 9 16 GA STUDS WITH 3 5/6', 16 GA 12 c% o�° .s��6 TRACK EA SIDE. ATTACH 15OX COLUMN SPECIAL INSPECTION STOP FULL LENGTH TRACKS OF 1 " g s Q Y x = TO BEAM PER DETAIL C/503.) UNLESS N E Q N H . W d - 6:2H NOTED. 1. SPECIAL INSPECTION SHALL BE COORDINATED AND PAID FOR BY THE OWNER. BUILT -UP COLUMN SHORT OF BASE t ° W <D S/LTT20 HOLD DOWN REQUIREMNENTS OF TNE�LCONTROLLENG BUILDING CO FOR THE 1 FOLLOWING TRACK . o _ = i N TENSION TIE BY SIMPSON ITEMS: # N ° ` ` # E i?' �` # ; STRONG -TIE COMPANY - (2) -#�10 PAN HEAD € t Y'z w c�i ci s Nwxgl -.�o in r._W W JWh SCREWS AC SIDE .... - 14 GA BASE TRACK EH O BUILT -UP BOX COLUMN - DBL 3 5/6' DP, Ivol 06 SCREW f r. DURING THE INSTALLATION OF EXPANSION AND EPDXY ADHESIVE ANCHORS. (TRACK DEPTH SHALL N O 16 GA STUDS WITH 3 5/6" 16 GA 12 c% MATCH STUD DEPTH). TRACK, EA SIDE. ATTACH BOX COLUMN 2. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE TO BEAM PER DETAIL WS01.1, UNLESS ENGINEER OR ARCHITECT OF RECORD. ALL DISCREPANCIES SHALL BE NOTED. BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR �"'� -i CORRECTION. IF LEFT UNCORRECTED, It SHALL BE BROUGHT TO THE 0 < ATTENTION OF THE REGISTERED DESIGN PS CONNECTION (TYP, UNLESS NOTED) (4) -3/6' DIA x 3' SIMPSON TITEN HD -- R CODED NOTES -- L STRUCTURAL SPECIFICATIONS N.T.S. G LIGHTGAGE BOX COLUMN DETAIL a „ "��`ID C ' " OODl031COOCOLM w Z V A 0-90 02. STOREFRONT U � t 0 FRAMING Y w [L 77 14.7 74.1 13.t J V Z w IIZ Lot 1 1/2 "x1 I/2'xl2 GA FRAMING CLIP (LENGTH TO MATCH BEAM WIDTH) W/(2) -#CI0 PANCAKE HEAD SCREWS EACH LEG (TYP, TOP 4 BOTTOM OF BEAM) 1 NECESSARY TO SUPPORT REINFORCING STEEL. CHAIRS WHICH BEAR ON EXPOSED CONCRETE SURFACES SHALL HAVE ENDS WHICH ARE PLASTICR-; � I Y _ r� CAST -IN- PLACE CONCRETE \ TRACK 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI 12 GA TRACK W/(3) -*10 PANCAKE HEAD At 25 DAYS, WITH A WATER CEMENT RATIO a .50 (MAXIMUM). CONCRETE SCREWS EACH FLANGE (TRACK LENGTH EXPOSED TO WEATHER SHALL BE AIR - ENTRAINED AT 6% 1 1.5% 2. ALL REINFORCING STEEL SHALL 15E NEW DOMESTIC DEFORMED BILLET `— CONNECT TRACK TO COLUMN STEEL CONFORMING TO ASTM A -615 GRADE 60. 3. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH 'THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE' ACI 316 -05. 4. ALL REINFORCING DETAILS SHALL CONFORM TO "MANUAL OF STANDARD STOP FULL LENGTH TRACKS OF PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES' ACI 315 -M, UNLESS DETAILED OTHERWISE ON THE STRUCTURAL DRAWINGS. SPIRALS IN BEAMS AND COLUMNS. S. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, SLEEVES, 3/4' - -- CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH ANCHOR BOLTS, INSERTS, ETC., AS REQUIRED BY OTHER TRADES BEFORE -(2)-#10 PAN HEAD CONCRETE IS PLACED. c CONTRACTOR SHALL PROVIDE SPACERS CHAIRS BOLSTERS ETC SIMPSON TITEN HD FHL-J D �— STOP FULL LENGTH TRACKS OF BUILT -UP COLUMN SHORT OF BASE NECESSARY TO SUPPORT REINFORCING STEEL. CHAIRS WHICH BEAR ON EXPOSED CONCRETE SURFACES SHALL HAVE ENDS WHICH ARE PLASTICR-; I Y _ r� \ TRACK TIPPED OR STAINLESS STEEL. CHAIRS WHICH BEAR ON EXPOSED CONCRETE 12 GA TRACK W/(3) -*10 PANCAKE HEAD SURFACES TO RECEIVE SANDBLAST FINISH SHALL BE STAINLESS STEEL. SCREWS EACH FLANGE (TRACK LENGTH 7. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR TO MATCH BEAM DEPTH) REINFORCEMENT: `— CONNECT TRACK TO COLUMN 3' - - -- CONCRETE CAST AGAINST 4 PERMANENTLY EXPOSED TO EARTH. W/(6) -#t10 SCREWS 2' - - -- CONCRETE EXPOSED TO EARTH OR WEATHER, #t6 THRU #t16 BARS. 1 -1/21- CONCRETE EXPOSED TO EARTH OR WEATHER, ##5 BAR 4 SMALLER. 1- 1/2' -- CONCRETE NOT EXPOSED TO WEATHER NOR IN CONTACT WITH STOP FULL LENGTH TRACKS OF EARTH FOR THE PRIMARY REINFORCEMENT, TIES, STIRRUPS AND TV' BUILT -UP COLUMN SHORT OF BASE SPIRALS IN BEAMS AND COLUMNS. TRACK 3/4' - -- CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH FOR SLABS, WALLS AND JOISTS, #11 BAR 4 SMALLER. -(2)-#10 PAN HEAD SCREWS EACH SIDE - (4) -3/6' DIA X 3' SIMPSON TITEN HD N.T.S. N LOCATION PLAN IM X ,t, p ' W woun cn — H.4 z I o cc I I �� M i I � SOUTH ` I" J 6tj;4,I)IMIG DEPT- 0 C) 0 iv w z W. ao K• ,, t;GX1Y1C31`l - 2 z 0 t z IL CL I w tnWX wzu I � O =0t0 0FAd CL 000 wow ,4 REVISIONS: AREQUIRED BY: DATE 4 I I I • IRmum w "she n TIM Sm II I PAUL J FORD AND COMPANY j 250 EAST BROAD STREET I I SUITE 1500 I I COLUMBUS \0101611�� I I 614- 221�5 � No .3499 —C— -- JEFFREY L 4 REG. No. 680 11111����\ CORPORATE REG No. E10002848 DATE ISSUED: 02/18/11 DESIGNED BY: GDK DRAWN BY: HT CHECKED BY: GDK STRUCTURAL SPE IC TI C I F A %J 11110 AND NOTES DRAWING NUMBER: Al"t 0101