Loading...
HomeMy WebLinkAbout05050050.8v4 v6 v7 v8 153' -0" (!5 62' -4" 15' -71W6" 571-8146" 24' -0" 18' -2" W-11%; 12' -6X6" 20' -0" 1' -0" 5 -1 %" , 7' -6" 3'— 25' -I 6" 7' -6" Ld Z J a 25' -6" V9)( 1 3) (4 5) (6 61' -8" 1' -0" 17' -4" 24' -0" 19' -0" 6' -0" 12' -0" 6' -0" 9' -11" 2' -6" 0" 8 112' -10" 17' -4" 18' -8" 21' -6" 10 51' -2" 20' -0" 37' -2" 2' -6" 9' -7" 8' -0" 5' -6" 7' -6" 5' -6" 7' -10" � � � I 8' -6� " � 8' -11 �• 11 11' -0" 16' -10" 18' -10" a I B _ I I a o DD I I to co e - CV a 0 I N i " O I N C I N F G 90-2" ABOVE, SEE 13/S402 41'-0" ABOVE, SEE 13/S402 10' -6" 10' -10" 40'-0" 8 —0 137' -0" PLAN NOTES 1. ELEVATIONS (t), ARE FROM NOMINAL FIRST FLOOR ELEV +(0' -0 "), 7. 18 "0 CONCRETE ENCASEMENT, FULL HEIGHT. SEE CIVIL DRAWINGS. 8. SEE CIVIL DRAWINGS FOR ALL PERIMETER DRAIN TILE LOCATIONS AND 2. SEE S100 FOR GENERAL NOTES AND S401 FOR SCHEDULES. INFORMATION. 3. SEE ARCH DWGS FOR ALL DIMENSIONS NOT SHOWN. CONTRACTOR 9. SEE ARCH DWGS TO VERIFY RAISED SLAB AREA LIMITS AND RAMP BLDG N 4. 4 FOUNDATION PLAN SHAM VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY SLOPES. ARCHITECT/ENGINEER OF ANY DISCREPANCIES IMMEDIATELY. 4. PILASTERS ARE CENTERED UNDER COLUMNS UNLESS NOTED OTHERWISE. SCALE: A" = 1' -0" 5. SEE S102 AND S104 FOR T/W AND T/P ELEVATIONS NOT SHOWN ON 0'1' 2' 4' 8' 16' THIS PLAN. PLAN NORTH 6. AREAWAY BASE SLABS 4" THICK SLAB ON GRADE w/ 6x6 W1.4xW1.4 WWF OVER COMPACTED DRAINAGE FILL. SEE CIVIL DRAWINGS TO COORDINATE UNDERSLAB DRAINS AND PENETRATIONS THROUGH WALLS AND OR FOOTINGS. PROVIDE NOMINAL 4" DIA BLOCKOUT IN FTG AT CENTER OF AREAWAY, FILL w/ COMPACTED DRAINAGE FILL. a d I "o O N LO �I I I N N A CIO I N 'v� I J K DL PEDCOR DESIGN GROUP Architecture / Project Managment: 335 Ridgepoint Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Engineer: C. Rodney McComas \��� \ \\I1111111///��� .��``pO NEY MSC `` ��•��G� S7EQE�•.�i�' No. ` 860325 STATE OF fi WONAUT mnnn mwmm_wwr STI RURAL 81G M FOAM BICI®IS NATIONAL CONALTAHf9 1717 Ead 116M 9b"k S U 200 own, I I, - 46032 317- 3!0 -o4w wor maanerwp awn 317- 962 -406 r= Developer: P E D O 0 R DEVELOPMENT CO. U) Project: C) 0 W wo_ Co zQCU _C: d - z � 61• J E W L U) _ U � U Issue Date Drawn By Checked By 02/28/05 njh JRH Revisions: MEI Project Number: 24187 Sheet Title: BLDG NO. 4 FOUNDATION PLAN Sheet Number: S1()1 � I I o it) I N N I N 4--H 90-2" ABOVE, SEE 13/S402 41'-0" ABOVE, SEE 13/S402 10' -6" 10' -10" 40'-0" 8 —0 137' -0" PLAN NOTES 1. ELEVATIONS (t), ARE FROM NOMINAL FIRST FLOOR ELEV +(0' -0 "), 7. 18 "0 CONCRETE ENCASEMENT, FULL HEIGHT. SEE CIVIL DRAWINGS. 8. SEE CIVIL DRAWINGS FOR ALL PERIMETER DRAIN TILE LOCATIONS AND 2. SEE S100 FOR GENERAL NOTES AND S401 FOR SCHEDULES. INFORMATION. 3. SEE ARCH DWGS FOR ALL DIMENSIONS NOT SHOWN. CONTRACTOR 9. SEE ARCH DWGS TO VERIFY RAISED SLAB AREA LIMITS AND RAMP BLDG N 4. 4 FOUNDATION PLAN SHAM VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY SLOPES. ARCHITECT/ENGINEER OF ANY DISCREPANCIES IMMEDIATELY. 4. PILASTERS ARE CENTERED UNDER COLUMNS UNLESS NOTED OTHERWISE. SCALE: A" = 1' -0" 5. SEE S102 AND S104 FOR T/W AND T/P ELEVATIONS NOT SHOWN ON 0'1' 2' 4' 8' 16' THIS PLAN. PLAN NORTH 6. AREAWAY BASE SLABS 4" THICK SLAB ON GRADE w/ 6x6 W1.4xW1.4 WWF OVER COMPACTED DRAINAGE FILL. SEE CIVIL DRAWINGS TO COORDINATE UNDERSLAB DRAINS AND PENETRATIONS THROUGH WALLS AND OR FOOTINGS. PROVIDE NOMINAL 4" DIA BLOCKOUT IN FTG AT CENTER OF AREAWAY, FILL w/ COMPACTED DRAINAGE FILL. a d I "o O N LO �I I I N N A CIO I N 'v� I J K DL PEDCOR DESIGN GROUP Architecture / Project Managment: 335 Ridgepoint Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Engineer: C. Rodney McComas \��� \ \\I1111111///��� .��``pO NEY MSC `` ��•��G� S7EQE�•.�i�' No. ` 860325 STATE OF fi WONAUT mnnn mwmm_wwr STI RURAL 81G M FOAM BICI®IS NATIONAL CONALTAHf9 1717 Ead 116M 9b"k S U 200 own, I I, - 46032 317- 3!0 -o4w wor maanerwp awn 317- 962 -406 r= Developer: P E D O 0 R DEVELOPMENT CO. U) Project: C) 0 W wo_ Co zQCU _C: d - z � 61• J E W L U) _ U � U Issue Date Drawn By Checked By 02/28/05 njh JRH Revisions: MEI Project Number: 24187 Sheet Title: BLDG NO. 4 FOUNDATION PLAN Sheet Number: S1()1