The URL can be used to link to this page

Home My WebLink AboutS1-1B-FOUNDATION PLAN - BLDG A- AREA BSF-30B.O.F= 573'-6"STRIP FOOTING # BTM OF FOOTING ISOLATED FTG # BTM OF FTG RE: SCHEDULE RE: SCHEDULE CIP CONCRETE COLUMN (C1 - U.N.O.) RE: COL. SCHED. FOR SIZE AND REINF. FOUNDATION PLAN LEGEND CIP CONCRETE WALL CXRE: WALL SCHED. FOR THICKNESS AND REINF. CIP CONCRETE SHEARWALL (SW1 U.N.O.) RE: SHEARWALL SCHED. FOR THICKNESS AND REINF.SCXSCXRE. ARCH. RE. ARCH. W/ SLOPE SLOPE/ RAMP -4" SLOPED OR DEPRESSED SLAB EARTH PERFORATED PVC PIPE WALL DRAIN 5 1/2" BRICK LEDGE (U.N.O. RE. ARCH.) R.W.RETAINING WALL WALL CONSTRUCTION JOINT CWB .O .F.= 573 '-6"F6060TOP OF CONCRETE RELATIVE TO 0'-0" (CONSTANT SLOPE BETWEEN TAGS W/ DIFFERING ELEVATIONS) SLAB DEPRESSION VERIFY W/ ARCH CMU WALL RE: SPECS FOR THICKNESS AND REINF. STEEL COLUMN (SC1 - U.N.O.) RE: STEEL COL. SCHEDULE FOR SIZE SWX D D 12 16 E E F F G G J J K K 14 H H 1711 1810 152' - 6 3/8"30' - 1"19' - 8"24' - 8"26' - 0"26' - 0"34' - 8 1/2"2' - 2" 1' - 3" 32' - 7" 32' - 7" 1' - 3" 1' - 8"C2TYP. U.N.O.2' - 2" 1' - 0 1/2" 31' - 6 1/2" 13' - 5 1/2" 18' - 10 1/2" 3" 1' - 8"161' - 4"2' - 4" 160' - 10"71' - 6"4' - 6 1/2"12' - 0"5' - 1 1/2" 9' - 0"4' - 0" 16' - 1" 15' - 2"8' - 0" 3' - 4" 12' - 0" 4' - 0"8' - 0"3' - 7 1/2" 8' - 0" 4' - 0 1/4" 11' - 11 3/4"4' - 0"8' - 0"3' - 4"8' - 0" 9' - 1 1/2"2' - 0 3/8"30' - 1" 19' - 8"24' - 8"26' - 0" 26' - 0" 32' - 4 1/2" 2' - 4" 33' - 7 7/8"16' - 9"110' - 5"COLUMNS IN RETAIL AREA ARE "C2" TYP. U.N.O. F.F.E. = 850.06' = 0'-0" VERIFY WITH ARCH. AND CIVIL F8686B.O.F. = -4' -0"F8686B.O.F. = -3' -0"F8686B.O.F. = -3' -0"F9696B.O.F. = -3' -0" F8080B.O.F.=-4' -9"F7676B.O.F. = -3' -3"F7676B.O.F. = -3' -0"F7676B.O.F. = -3' -0"F7676B.O.F. = -3' -0"F8686B.O.F. = -4' -2"F8686B.O.F. = -9' -2"F7676B.O.F. = -8' -7" F7676B.O.F. = -7' -7"F7676AB.O.F.=-7' -0"F7676AB.O.F.=-7' - 0"F8080B.O.F.=-6' -3"F8080B.O.F. = -6' -3"24" THICK ELEVATOR MAT B.O.F.= -7' - 0" 5' - 0" 17' - 0" 3' - 0" 10' - 0" 2' - 0" 10' - 0" 3' - 0" 17' - 6" 4' - 0"SLAB ON GRADEELEVATED PT SLAB 6" FTG. STEPB.O.F. ELEVATION IS RELATIVE TO RETAIL LEVEL F.F.E. 1 SD1-2 2 SD1-2 3 SD1-2 3 SD1-3 .9 SD1-1 SF36 A B.O.F.=-3' - 3"SF36 AB.O.F.=-4' - 9"SF36 AB.O.F.=-6' - 3"SF36 AB.O.F.=-6' - 3" SF36 A B.O.F.=-6' - 3" SF36 A B.O.F.=-7' - 0" SF36 A B.O.F.=-7' - 7"SF26B.O.F.=-7' - 0" 1'-0" FTG. STEP SF36 B.O.F.=-11' - 8" SF36 A B.O.F.=-8' - 7" SF36 B.O.F.=-7' - 7" SF36 A B.O.F.=-7' - 0"SF26B.O.F.=-7' - 0" 13' - 0"4' - 3"4' - 11 1/2"4' - 0" 4' - 0"4' - 0" 4' - 0" 7' - 2"9' - 0"21' - 1" 13' - 0" 13' - 0" 13' - 0"13' - 0" 13' - 1" 6 3/8"6 3/8"69' - 0" ELEV SHAFT STAIR SHAFT 17' - 5 7/8"3' - 9 3/4" 6" 6" 3' - 9" 6" 6" 6" 6" 3' - 6 1/4" SW-3 /1 S1-1A1 /1 S1-1A1 RW-1 RW-1RW-3RW-3 RW-3 RW-3 RW-4RW-4RW-1 RW-19' - 0"1'-0" FTG. STEP 1'-6" FTG. STEP 2'-0" FTG. STEP SF36 B.O.F.=-13' - 8 " SF36 B.O.F.=-10' - 2" SF36 B.O.F.=-9' - 2"7' - 6" SF36 B.O.F.=-9' - 2" 0'-7" FTG. STEP 4' - 0" 4' - 0"SF36 A B.O.F.=-8' - 7"13' - 0" 0'-7" FTG. STEP SF26 B.O.F.=-7' - 0" SF26 B.O.F.=-7' - 0" 0'-9" FTG. STEP9' - 0"1'-6" FTG. STEPSF36 A B.O.F.=-3' - 3" SF36 A B.O.F.=-3' - 0" SF36 A B.O.F.=-3' - 0" SF36 A B.O.F.=-3' - 0" SF36 A B.O.F.=-4' - 2" SF36 A B.O.F.=-6' - 2" SF36 B.O.F.=-8' - 2" SF36 B.O.F.=-10' - 2" SF36 B.O.F.=-12' - 2" SF36 B.O.F.=-14' - 2" 2'-0" FTG. STEP 2'-0" FTG. STEP 2'-0" FTG. STEP 2'-0" FTG. STEP 9' - 6" 2'-0" FTG. STEP SF20 B.O.F.=-7' - 0" SF36 A B.O.F.=-7' - 0" S1-1B 2 1 SD1-3 2 SD1-3 . 1 SD1-2 4 S0-3 . 4 S0-3 . 4 SD1-2 3 SD1-2 2 SD1-2 4 SD1-2 1 SD1-2 3 SD1-2 2 SD1-2 1 SD1-2 4 S0-3 . 4 SD1-2 2 SD1-3 . 1 SD1-2 4 SD1-1 6 SD1-1 5 SD1-1 5 SD1-3 . 4 SD1-1 NOTE: CONTRACTOR TO FILL WALL EVENLY ON BOTH SIDES C1C11 SD1-2 -4'-0"-4'-0"-4'-0"1'-6" FTG. STEP4' - 0"SF36 A B.O.F.=-4' -9" 4 S0-3 . 0'-3" FTG. STEP 3' - 0"SF36 A B.O.F.=-3' - 0" 1'-2" FTG. STEP 4' - 0"SF36 A B.O.F.=-4' - 2" 4 S0-3 . 9 SD1-1 J 14 ELEVATOR FOUNDATION REINFORCING: #8 @8" O.C. EACH WAY TOP AND BOTTOM 1' - 0 3/8" 7 5/8" 7' - 10" 8" 1' - 6 1/8" 4' - 9"4' - 9" 3' - 1 3/4" 8" 8' - 6" 8" 1' - 0" 24" THICK FOOTING FOUNDATION PLAN NOTES SLAB NOTE: 1. CONTRACTOR SHALL PREPARE FOOTING AND SLAB BEARING SURFACES IN ACCORDANCE WITH GEOTECHNICAL REPORT. 2. CONSTRUCTION AND CONTROL JOINTS ARE SHOWN ON PLAN. CONTRACTOR MAY PROPOSE ALTERNATE JOINT LAYOUT FOR ENGINEER’S APPROVAL. 3. CONTRACTOR SHALL VERIFY CONCRETE FINISHES, SLOPES, RAMPS, DEPRESSIONS, BLOCKOUTS, LEAVOUTS, NON-LOAD BEARING WALLS ETC. WITH ARCHITECT PRIOR TO BEGINNING CONSTRUCTION. ANY DISCREPANCY BETWEEN THESE PLANS AND ARCHITECTURAL PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY. 4. VERIFY ELEVATOR PIT DEPTH AND SIZE WITH EQUIPMENT PURCHASED PRIOR TO PLACING CONCRETE. PIT DEPTH, SIZE ETC. AND ASSOCIATED FOUNDATIONS, MAY NEED TO BE ADJUSTED. 5. COORDINATE EXACT LOCATIONS OF ALL SLEEVES, SHAFTS, AND MECHANICAL OPENINGS WITH MEP. CONTRACTOR SHALL PROVIDE SLEEVED OPENINGS IN SLAB FOR ALL PENETRATIONS. 6. ALL COLUMNS AND WALLS SHALL BE SUPPORTED BY FOOTINGS. FOOTINGS SHALL BE CENTERED ON COLUMN OR WALL UNLESS NOTED OTHERWISE. 7. FINISHED GRADES SHOWN ARE FOR INFORMATIONAL PURPOSES ONLY. VERIFY ALL GRADES WITH CIVIL ENGINEER PRIOR TO CONSTRUCTION. TOP AND BOTTOM OF FOOTING ELEVATIONS MAY NEED TO BE ADJUSTED TO ENSURE THAT ALL FOOTINGS BEAR A MINIMUM OF 8. ALL CMU WALLS SHALL BE SUPPORTED BY THICKENED SLABS UNLESS NOTED OTHERWISE. REFER TO STANDARD REINFORCED CONCRETE DETAILS. 9. BACKFILL ALL RETAINING WALLS WITH FREE-DRAINING GRANULAR MATERIAL. SLAB ON GRADE SHALL BE 5”THICK REINFORCED WITH #3 @ 12”O.C. EACH WAY SUPPORTED ON BUILDING PAD PREPARED IN ACCORDANCE WITH GEOTECH REPORT 3’-0”BELOW FINISHED GRADE. 12777 JONES RD., STE 388 HOUSTON, TX 77070 281 894 7099 CONSTRUCTION@ INTEGRITYSTRUCTURAL.COM in the name of God's one and only Son. This is the verdict: Light has come into the world, but men loved darkness instead of light because their deeds were evil. Everyone who does evil hates the light, and will not come into the light for fear that his deeds will be exposed. But whoever lives by the truth comes into the light, so that it may be seen plainly that what he has done has been done through God. (John 3:16-21, NIV). Therefore Jesus said again, "I tell you the truth, I am the gate for the sheep. All who ever came before me were thieves and robbers, but the sheep did not listen to them. I am the gate; whoever enters through me will be saved. He will come in and go out, and find pasture. The thief comes only to steal and kill and destroy; I have come that they may have life, and have it to the full. (John 10: 7-10, NIV) Jesus answered, "I am the way and the truth and the life. No one comes to the Father except through me." (John 14:6, NIV) These bible verses reflect Integrity Structural Corp.'s strong belief and faith in Jesus Christ and it is our desire that through our work others may come to know Christ as well. May God bless this project and all of those involved.cree en él no es condenado, pero el que no cree ya está condenado por no haber creído en el nombre del Hijo unigénito de Dios. Ésta es la causa de la condenación: que la luz vino al mundo, pero la humanidad prefirió las tinieblas a la luz, porque sus hechos eran perversos. Pues todo el que hace lo malo aborrece la luz, y no se acerca a ella por temor a que sus obras queden al descubierto. En cambio, el que practica la verdad se acerca a la luz, para que se vea claramente que ha hecho sus obras en obediencia a Dios. (Juan 3:16-21,NVI) For God so loved the world the world that he gave his one and only Son, that whoever believes in him shall not perish but have eternal life. For God did not send his Son into the world to condemn the world, but to save the world through him. Whoever believes in him is not condemned, but whoever does not believe stands condemned already because he has not believedThe words around this title block reflect the values and definition of Integrity Structural Corp. and do not include any notes pertaining to the drawings for this project. For God so loved the world that he gave his one and only Son, that whoeverbelieves in him shall not perish but have eternal life. For God did not send his Son into the world to condemn the world, but tosave the world through him. Whoever believes in him is not condemned, but whoever does not believe stands condemned already because he has not believed in the name of God's one and only Son. This is the verdict: Light has come into the world, but men loved darkness instead of light because their deeds were evil. Everyone who does evil hates the light, and will not come intothe light for fear that his deeds will be exposed. But whoever lives by the truth comes into the light, so that it may be seen plainly that what he has done has been done through God. (John 3:16-21, NIV) Porque tanto amó Dios al mundo, que dio a su Hijo unigénito, para que todo el que cree en él no se pierda, sino que tenga vida eterna. Dios no envió a su Hijo al mundo para condenar al mundo, sino para salvarlo por medio de él. El queCAD / ENG PROJECT NAME & LOCATION PROJECT NUMBER DRAWING SCALE SHEET TITLE SHEET NUMBER ISSUE DATE ISSUE TITLE KR / RM12.04.2020 PERMIT SET KR / RM2021.01.15 BID DOCUMENTS As indicated FOUNDATION PLAN -BLDG A-AREA B S1-1B NORTH END APARTMENTS CARMEL, IN 609.003.20H 1/8" = 1'-0"1 FOUNDATION PLAN - BLDG A FIRST FLOOR - AREA B 1/4" = 1'-0"2 ELEVATOR #2 ENLARGED FOUNDATION PLAN 1 04/15/22