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HomeMy WebLinkAbout24 A301 1st Floor Finish Plan-Finish BAFTER THE EXISTING SIGN IS REMOVED, GRIND CONNECTION POINTS TO THE COLUMNS SMOOTH PRIOR TO PAINTING REVISION 1 CII24 1 1 0 011 © 1 A. ——y�--yr== —_— 103 F_ — ------ - 01 ® ❑D 01 ,� r III 4 25 © 172-21 11 111 I I q� II I 1 11 111 I 1 III-----1r,rc FAA III ns ♦r ,L 11 I I > 130 III w I 1118 I�—� III IL_ AAA,132 7 III I I / 11 III r , 1 I u7 I / W L -----J II--- -----7 �/ ,z1 III --/ /� W III 11 _001 ,20 I I III � 1111 I ---------------------------� III �- 1I I I 13 g II IIII I 1 n6 Il 1pc'+I / II m I I ILL �� II III I I I p I37 I III I I I II III I I 115 II r---- II III 104 1 III II m I I II 1 II III II III II (``'� na II II LFAH �f3 III 1 II 01 I I II I 01 31 4 III 1 nag-= II 1 II dL� ILL I I II E_ I I ITL I I I I I II 1� II I nz �11 11 II 111 I I II 1 II 111 1 II -- y{ FT -,a TILE 0126.18 cabinet detail 6 added RELEASED FOR CONSTRUCTION Subject to compliance with all regulations at State and local Codes City of Carmel �N;I�v�law,6><,aIIS� DATE: 09/10/18 I I I I I I I I I I L_JJL�J_j-� III III 11 �=7 �J—LLQ/ © 123 I I I I II111 ^ TILT I NEW FT -5 CLINKER REPLACE AS NEEDED r� A=F= IC, ff I H � II �NEw FLOORING 6 III 111 III IQ IQ W W TI IWI W ® ® ® rl III III III III III 152 44 145 111 a a6�a7 1=449 soail o— 153 Ir--------�=9 LWI 143 754 155 111 156 ❑ vv 8 II II 1 L1------------^�`L--- ri----I--T-----------yT- I LEl L a I L — AN , 57 L 1 n ZI--------- % A- J I 1L -------SII III I 12a t2s n IH-1�--JJ u ,41 15B VHI 125 ,28 35 1 Ik Ed ® Tao I126 127 II II 159 L A_7177 F7 Tj ___a--- — wEEL I I I -- - 11� I\ 11 LI S X11 139------� 2 BEA 8 136 142 (� 161 Irk, OII II II Iso ----1� 1 �-------ll-------�I L ------- ^� L --------------------------- -- -- R-------- HJ-I L-----------'�--� ------ ----- -, 152 IT I r -T —--ri---------- — 1 163 1 r -------------- 71 / 1 1 111 I_I--------j 11 155 -71 L ----JJ II E:---- F14_117 L D, L------,, n 162 166 11 IL al II II Ir--------- 11 11I II I I 11 II II I ------------------ --------IL---------1J, L[ 71UIVllil US CJC1ld11V1 lAV1UIEH15 AROUND THEUFLOOR DRAIN „Se, ZIF <,N u•. n _9i197C 1; STAN !/7j7 Z570 7111111 Quick Reference Check List -._ Date Stamped 01.17'18 0 Checked By tab Scale: 1/8"-1'-0" CAD FILE: email: infoO ameile—Ilc.com aa.mn,m,«rmnl A In 8625 10 75 boldface beordered finrsMtl from Architectural Graphlp Ind faGiratM lOally to 85 —4 89'-4" ' ¢,.l shin, a®e.m1 71UIVllil US CJC1ld11V1 lAV1UIEH15 Dimensional Specifications „Se, ZIF <,N u•. n _9i197C 1; STAN !/7j7 Z570 7111111 Quick Reference Check List -._ Date Stamped 01.17'18 Drawn By knelt Checked By tab Scale: 1/8"-1'-0" CAD FILE: email: infoO ameile—Ilc.com aa.mn,m,«rmnl A In 8625 10 75 boldface beordered finrsMtl from Architectural Graphlp Ind faGiratM lOally to Will R¢.`oLRteLrverot 1 IL 11 15 lure may as a product Al or MUSA terminal laudtime 'Ed 12 weer¢. Base oavem mud be ordered IAGI. Re mare FlniMSS and ' ¢,.l shin, a®e.m1 morstrunt Mascorlds and respective Daniel Facilty Plannvg DesignMe par sections for Itwernival conalhill science noAh In WWlaandapeMrcdlons i .lrv� v load)x/aa 0o a/xdA ey'dip 160�e ` In )l 1 GENERAL in A. Accelerate' columns are providea iforedm horn prominent Nodd W cop share B Columns nab) I to rennown, N/ slagprior to application- ofp' 8finish mats 12 ca ewe mererloola 14 wer c Columns are evenly spaced add cooranated with the sho,vme storefront mull on grid •xcwerrH fir limit l�� D N pareelslgnse Med minimum 6 below the WVwn g of the column capital `j sell own withaduk, 40 40 Q 2 COLUMN BODY .. krods zu s N uz a I Fill.,... ,1 na olor A,mlUA III A Ed hrlomed from SCmetl dul steel pipe (or greater as read used) le Correct piuraler ateel pipe selected for overall height of column _` ,-. .. Name panel agnag cachet engineering coordinated with AGI (prior le Official D. .:: i,. " D Name parrelfrignome sensationalized coordlna Mh AGI (prior to fabrication) E Column lgdY flnrthed'n speemedflnlsh _ n N 3 TRIPLE RNED CAPITAL . .... ..,. Foorloted from schndul" steel IS de for glucose as required) ", ••. `.� . d su.�m BCerate l overall height criminal 2'A"(from top of paid m luWay allocation of roofwtrudurdl Caphal pipe outer diameter- M of the =lure n body outer the marine Autirtmel off ocan main body diameters are proportionate to their heOfabore Street) as f lows. based D Three (3)1has Kbdcalod of alt of eDlumn body enter it annual upon me use of standard Schedule 40 steel pipe: i E Ring mMkntas=07fe I Side N 1: 8.625- OD main baby, for height move Sides an8irk;it l2' -0"W 15'11" F Rings are spaced6"apart All three (0) rings have continuous filed wtlds on BOTH side Size OD fn fri}im WHO' V H Geotel and rings Thermal In identified finish x 2a0.7an main body. neignl ail grade, ranging W Ucl all 3: 12]50' OD main body, far height a gradegadertb n 2"'. 4 BASE COVER r are1 .., frol pc... ,,entt3hree Scene],ro Annual elil If a A Base covers tseaoll hem brushed 316 stainless attsl with concealed fedners 0,1111 th.m...... ill nrewnwlal.hm..hp a Base covers are provided for each Autehatow column c Base cancer oNer diameter =column body oNer diameter +2.0" Base cover overall heglt=l2' E Base Avers are to be ordered from Arc[ImNmTal Graphics, no lA01) VERSATILE CONSTRUCTION GROUP, LLC. East Trey Road. Suite 610 New Whiteland, Indiana 46164 Pito 317.535.3579 Fax: 317.535.3661 VERSATILE CONSTRUCTION GROUP LLC AND IS NOT TO USEDOTHER PURPOSE BETHAN THE OROJECT ANY DESCRIBED HEREIN. „Se, ZIF <,N u•. n _9i197C 1; STAN !/7j7 Z570 7111111 Job No 17021 Date Stamped 01.17'18 Drawn By knelt Checked By tab Scale: 1/8"-1'-0" CAD FILE: email: infoO ameile—Ilc.com tat roar finish I I NEW FT -4 CLINKER TILE r\ NEW FT -5 CLINKER TILE 0 da) r MATCHILINE "A" SEE SHEET A3 CONTINUATION before ordallA lehau4 frourentoyou will "ad tnalt wit R fit t Ibapnin, InAGpto disc ex your engineering sae Tmdonsetl requirements for the it gn 0 the bottom M4 comenctlw plates,a3 well a9 Manueltalked, elfirm cceb(if rwm¢p9pel3gng i3 tO4pan erryeflM counned, leading and internal pm.aionsfor roof damage (if imperial Act wunabdcam your ANonausr columrs accorently and dellvermem to me labels preydntegr{ady fornstellat'on by rur contactor. _ CERTIFIED BY: EXISTING BUILDING FINISH NOTES 1. REPAIR AND PAINT ALL DAMAGED DRYWALL AND NEW DRYWALL PATCHES THAT WERE INSTALLED DUE TO TEMPORARY WALLS OR INSTALLATION OF NEW STEEL 2. REPAIR AND REPAINT ALL STRUCTURAL STEEL AND ROOF DECKING THAT HAS BEEN ALTERED. 3. PLANT ALL NEW STEEL IN THE EXISTING BUILDING 4. PAINT ALL EXISTING EXTERIOR COLUMN BODYS(11) BLACK 60%. MATTHEWS PAINT SVOC 923. 5. PAINT ALL EXISTING EXTERIOR COLUMN TRIPLE RINGS AND CORRESPONDING TUBE STEEL SILVER METALLIC. MATTHEWS PAINT MP 49784, SATIN, LOW VOC. 6. PAINT ALL EXISTING 4x8 TUBULAR CANOPY STEEL BLACK 60%. MATTHEWS PAINT SVOC 923. 7. PAINT ALL EXISTING CANOPY I -BEAMS PROTRUDING FROM THE BUILDING BLACK 60%. MATTHEWS PAINT SVOC 923. 8. PAINT ALL EXISTING CANOPY DECKING SILVER METALLIC. MATDIEWS PAINT MP 49784, SATIN, LOW VOC. World Wide Motors 3900 East 96th Street EXISIING(B) Indianapolis, Indiana NEW(A) First Floor Finish Plan B SHEET ME'. MI A301