The URL can be used to link to this page

Home My WebLink About79G.8 8'-4314" 18'-4" W 16x26 W 16X31 - - -X7 - Ln O Oy N 7 L6 kip W14X22 51 kip -ft 8 -8 kip -ft -25 CT1 7 kip W14X22 10 kip -ft 6 -17 kip -ft -21 skip W14X22 • 11 kip -ft 6 -15 kip -ft -2 rn X O I&T; kip-ft kID-ft M O X N_ 9 kift kip-ft c O X N i 1010 kip -ft 5 kip -ft I X Ln X ,16 Kip W1430 .----- 0 kip -ft -48 Kip -ft ,16 kip W14x30 ----- 0 kip -ft -51 Kip -ft ,16 Kip W1z r--- 6 kp-ft- -51 Kip -ft Ln O N 13 kip 0 kip -ft -32 kip -ft li) N_ 14 kip 0 kip -ft -47 kip -ft L0 X N_ 14 kip, 0 kip -ft -42 kip -ft Ln O N TISTL ROOF 6112"t, _ T/STL FLOOR 4 oL +42'- 10 T/STL FLOOR 3 - +29' 4" T/STL FLOOR 2 oL +15' T/SLAB T/PILE CAP -- 1' 4„ BRACING ELEV ALONG GRID 16 SCALE: 1/8" = 1'-0" BRACING ELEV GRID 18 & 18.1 SCALE: 1/8" = 1'-0" i 13 kip X N, X N yss 66 6 /J/ 49 kip W24X62 49 kip 29'-8318" 4 S305 W24X68 W24X76 i 13 kip _ T/STL_ROOF +56'- 611/2" W2068 I 14 kip CN tiss6+6 � \ X N_ /C=3/4" ' L!J 9/1. % 850 U = ry 1 S303 kip X O W yss�� I +% z i;: CQ \ Y 6 �' UJ v o6 50 kip 1 UJ`J W24X68 50 kip 7 Q.5 P.6 Z P.1 N.6 \kip N.1 L.8 lip J.8 J61 J.1 H.7HA U_ G.4 F.8 J = 29'- 8 318" 20'-11 " 26' - 4" 40'- 21/4" 9' - 71 /4" 9' - 8 518" 17' - 01 /8" 9'- 8 518" 4 I 5 I 4 I 1 i 3 i S301 S301 S302 S302 S302 9 kip W21X 7 kip 7 kip W21X44 9 kip 6 kip W2 44 9 kip 3 kip W21X55 10 kip W21 X68 W1 35 7 kip W12x26 7 kip 7 kip W12x26 7 kip 7 kip W12x26 7 kip �T/STL ROOFoL _____ 8 kip -ft p __ _ _ 7 ki ft _ P 3 ki ft P _____ _ 0 ki -ft P ski -ft _ p ___ 0 ki -ft P 0 kip -ft P ___ _ _ lq _ _ 5 ki -ft p _ _ _ _ _ _ _ _ ---- --- '�' --'D -- - ----LO 'i' - - — _ N_ 26 kip -ft-- _ _20 MIA P I 11 kip -ft P 26 kip _ — _ — _ .11 kip -ft- P 26 kip �0 kip -ft- _26 ki -ft_ P P 26 kip 27 kip -ft TISTL ROOF +56' 6 112" � +56' 6 112" -34 kip -ft -13 kip -ft -18 klp-ft 31 kip -ft 10 klp-ff 46 kip -ft 67 kip -ft -30 kip -ft N N 27 kip -ft 26 kip -ft -ft -ft -ft I O O � LO co Ln X X In X X M X N N N N_ N_ Nch N_ N I �T/STL FLOOR 4 14 kip W21X 15 kip 26 kip W21X44 34 kip 6 kip W2 X44 6 kip 18 kip W21X44 21 kip W24X68 c=1 114" W1 31 - - - - — - - _ — - — - - _ - _ _T/STL FLOOR 4 +42' - 1� „+4L' 10" 9 kip -ft 2 kip -ft 0 kip ft 13 kip -ft 10 kip -ft 15 kip ft 0 kip -ft 0 kip -ft -63 kip -ft 61 kip -ft $2 kip -ft 94 kip -ft 39 kip -ft 44 kip -ft -103 kip -ft -87 kip-ftco LO LO LO rn rn U0 X LO X LO X Ln X N_ co N co N co N NCl) N_ � N N N _N?? 7 N _ ?_? ? _ 6 i 12 S40 S407 30 kip W21X4 30 kip 30 kip W21X44 22 kip 14 kip W2 X44 22 ki P 41 kip W21X44 40 kip W30X99 c=1 1/4" W1 31 16 kip W18X35 30 kip 38 kip W18X35 38 kip ,30 kip W18X35 16 kip TISTL FLOOR 3 ,jhT/STL FLOOR 3 29 4 19 kip -ft 2 kip -ft 'Okip-ft 0 kip -ft lq _ _ _ 40 kip -ft 3 kip -ft - — 0 kip -ft _ — _ - 0 kip -ft 3 kip -ft 40 kip -ft kip 13 kip -ft 0 kiD-ft 0 kip -ft 0 kip -ft 101 kip -ft 97 kip ft- 104 kip -ft 99 kip -ft 49 kip -ft -104 kip -ft 194 kip -ft 145 kip -ft -43 kip -ft -90 ki -ft -106 kip -ft 106 kip -ft -90 kip -ft -43 -ft LO co rn cD rn LO LO cD LO O X LO X X N M M N X N N N _N N N?? LO N LO N 7 FLOOR 2 15 kip W21X 19 kip 32 kip W21X50 I 6 kip 11 kip W2 X44 6 kip - - - - - - — - - - - -TISTL FLOOR 2 ,TIS—TL - - - -- - - - - - +15 -1 �'+15' - 10° 36 kip -ft 8 klp-ft 0 kip -ft 16 kip -ft 15 kip -ft p 54 kip -ft -71 kip -ft -90 kip -ft -104 kip -ft i 109 kip -ft -71 kip -ft -46 kip -ft 10 kip W21X44 10 kip W21X44 c=1" 6 kip W14(22 skip T/STL FLOORLOW TISTL FLOOR 2 LOW - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - _2 +11' 1� 23 kip -ft 25 kip -ft �n 6 kip -ft s kip -ft En �n ,n X Cl) Cl) X 65 kip -ft 56 kip -ft X 13 kip -ft skip -ft N N N N N O N X N CD N N LC) 7N ? X N i T/SLAB - - - — - - - T/SLAB - - - --- -- -- - -- - - ----- -- --- - - - - - - - - - - - ::IT T/PILE CAP T/PILECAP - - --- _ ... W -1' - 4.. 4" G.8 8'-4314" 18'-4" W 16x26 W 16X31 - - -X7 - Ln O Oy N 7 L6 kip W14X22 51 kip -ft 8 -8 kip -ft -25 CT1 7 kip W14X22 10 kip -ft 6 -17 kip -ft -21 skip W14X22 • 11 kip -ft 6 -15 kip -ft -2 rn X O I&T; kip-ft kID-ft M O X N_ 9 kift kip-ft c O X N i 1010 kip -ft 5 kip -ft I X Ln X ,16 Kip W1430 .----- 0 kip -ft -48 Kip -ft ,16 kip W14x30 ----- 0 kip -ft -51 Kip -ft ,16 Kip W1z r--- 6 kp-ft- -51 Kip -ft Ln O N 13 kip 0 kip -ft -32 kip -ft li) N_ 14 kip 0 kip -ft -47 kip -ft L0 X N_ 14 kip, 0 kip -ft -42 kip -ft Ln O N TISTL ROOF 6112"t, _ T/STL FLOOR 4 oL +42'- 10 T/STL FLOOR 3 - +29' 4" T/STL FLOOR 2 oL +15' T/SLAB T/PILE CAP -- 1' 4„ BRACING ELEV ALONG GRID 16 SCALE: 1/8" = 1'-0" BRACING ELEV GRID 18 & 18.1 SCALE: 1/8" = 1'-0" i 13 kip X N, X N yss 66 6 /J/ 49 kip W24X62 49 kip 29'-8318" 4 S305 W24X68 W24X76 i 13 kip _ T/STL_ROOF +56'- 611/2" W2068 I 14 kip CN tiss6+6 � \ X N_ /C=3/4" L!J I 49 kip '49 kip O X N 1 9 49 kip O X _N T/STL FLOOR 3 - +29' V T/STL FLOOR 2 -- - +15'-10� BRACING ELEV ALONG GRID 15.1 SCALE: 1/8" = 1'-0" TISLAB TIPILE CAP -1' - 4" M Ln X N 30'- 0" 13 kip M W2068 I 14 kip CN tiss6+6 � \ 7 r /C=3/4" L!J 9/1. % 850 U = ry 1-- kip X O W yss�� I +% z i;: CQ \ Y 6 �' UJ v o6 50 kip 1 UJ`J W24X68 50 kip 7 L Z =� \kip /W16X31 41 lip UJ W CD U_ U— _ T/ST_L ROOFji +56' - 61 /2 T/STL FLOOR 4 +42' T/STL FLOOR 3 +29'- 4"� TISLAB v T/PILEE CAP 1'-4" BRACING ELEV ALONG GRID 15.1 SCALE: 1/8" = 1'-0" Owner: CARMEL CITY CENTER COMMUNITY DEVELOPMENT CORPORATION 30 West Main Street, Suite 200 Carmel, Indiana 46032 317.571.2787 Architect: PEDCOR DESIGN GROUP Architecture / Project Management 355 City Center Drive Carmelm Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Engineer: McCONI[AS STRUCTURAL ENGINEERS FORENSIC ENGINEERS NATIONAL CONSULTANTS 1717 East 116th Street, Suite 200, Carmel, Indiana 46032 317-580-0402 www.mlciq317-582-0766 Fax ,\``\\0, YQTMC'''% \�OO�f.9 -_ 860325 i STATE OF W IND INO' ON Ii t Iry North Parcel 7-C Keyplan N M X CN tiss6+6 � \ 7 r _ T/ST_L ROOFji +56' - 61 /2 T/STL FLOOR 4 +42' T/STL FLOOR 3 +29'- 4"� TISLAB v T/PILEE CAP 1'-4" BRACING ELEV ALONG GRID 15.1 SCALE: 1/8" = 1'-0" Owner: CARMEL CITY CENTER COMMUNITY DEVELOPMENT CORPORATION 30 West Main Street, Suite 200 Carmel, Indiana 46032 317.571.2787 Architect: PEDCOR DESIGN GROUP Architecture / Project Management 355 City Center Drive Carmelm Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Engineer: McCONI[AS STRUCTURAL ENGINEERS FORENSIC ENGINEERS NATIONAL CONSULTANTS 1717 East 116th Street, Suite 200, Carmel, Indiana 46032 317-580-0402 www.mlciq317-582-0766 Fax ,\``\\0, YQTMC'''% \�OO�f.9 -_ 860325 i STATE OF W IND INO' ON Ii t Iry North Parcel 7-C Keyplan N Project: I U W J Q L!J W U = ry 1-- X O W N I CY) z U UJ �' UJ v o6 ^ 1^ W 1 UJ`J � I� E 7 L Z =� O� W UJ W CD U_ U— J = O COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT. INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND IT WORK OF THE ARCHITECT. JAMES R. STUTZMAN. AND PEDCOR DESIGN GROUP NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED. COPIED, EXHIBITED, PHOTOGRAPHED. PUBLISHED. MODIFIED OR OTHERWISE DISTRIBUTED IN ANYWAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEGCDR DESIGN GROUP. c COPYRIGHT 2009 JAMES R. STUTZMAN. AIA. INDIANAPOLIS. BID SET No.1 SHELL & CORE Print Date: Sheet Issue Date: 9/14/09 9/15/09 Drawn By: Checked By: LKM,njh, KLS JAF Last Revision Date: O O O O O O Project Number: Sheet Title: BRACING ELEVATIONS Sheet Number: ME129020