HomeMy WebLinkAboutSD1-1-FOUNDATION SECTIONS AND DETAILSRE: PLAN RE: PLANSLOPE WHERE SHOWN
ON PLAN ONLY
CONCRETE COLUMN.
RE: PLAN & SCHEDULE
FOR SIZE & R/F.
RETAINING WALL.
RE: PLAN & SCHEDULE
FOR REINF.
LINE FOR WALL FOOTING
BEYOND. WALL FOOTING R/F.
NOT SHOWN FOR CLARITY
COLUMN DOWELS
RE: SCHEDULE.
NOTE: COLUMN FOOTING & WALL FOOTING
SHALL BE PLACED MONOLITHICALLY
COLUMN
BLOCKOUT
RE: PLAN
GARAGE/BASEMENT LEVEL
SEE PLAN
(SHORING BY GC) SHOREWALL AT TOP AND
ALONG HEIGHT UNTIL LOWER SLAB IS
CURED, WALL IS BACKFILLED AND
COMPACTED, AND UPPER SLAB IS
STRESSED SLIP JOINT SHALL BE GROUTED
AFTER PT SLAB IS STRESSED AND BEFORE
SHORING IS REMOVED.
BRICK VENEER -
RE: ARCH.
RE: PLAN & SCHED.
THICKENED RETAINING WALL
COLUMN & FOOTING
GRID
RE. DETAIL 1 & 2 ON THIS
SHEET FOR INFO NOT
SHOWN
ELEVATION
RE: PLAN
RE: PLANSLAB THK.3" 3" 3"LEDGE
6" BRICK
FINISHED GRADE
VARIES -RE: CIVIL
ADDITIONAL #4 @ 12" O.C.
VERT. AND HORIZ.CLR. 3"CLR.3"3"3" 3" NOTE: PROVIDE TOP REINF. FOR
FOOTING IF MENTIONED ON
FOOTING SCHEDULE (TYP.)
LINE FOR COLUMN FOOTING
COLUMN FOOTING REINF. -
RE: PLAN & SCHEDULE
CIP CONCRETE SHEARWALL -
RE: SHEARWALL PLANS
SLAB REINF. -RE: PLAN
DOWELS -RE:
SHEARWALL PLANS
SLOPE WHERE SHOWN
ON PLAN ONLY
SLAB REINF. -RE: PLAN
SLOPE WHERE SHOWN
ON PLAN ONLY
GARAGE/BASEMENT LEVEL
SEE PLAN
WALL & FOOTING RE. DETAIL 1 ON THIS
SHEET FOR INFO NOT
SHOWN
RE: PLAN
WALL THK.RE: PLANRE: PLAN & SCHED.FOOTING DEPTHRE: PLAN & SCHED.
FOOTING WIDTH
RE: SHEARWALL PLANS
REINF. -RE: PLAN
& PROVIDE STD.
90° HOOK AT
BOTH ENDS
2 ADD'L #5
(BOTTOM)
2 X KEYWAY
RE: ARCH. FOR
WATERPROOFING
DOWELS TO MATCH
WALL REINF.TO HOOK3" CLR.DTHDFH
CLR.2"THK. RE: PLANELEVATOR MAT(VERIFY WITH ELEVATOR MANUF.) (5'-0" MAX.)ELEVATOR PIT DEPTHRE: PLAN
3" CLR.3" CLR.
GARAGE/BASEMENT LEVEL
RE PLAN
DOWELS TO MATCH
WALL REINF.
DTHDFH
CONCRETE SHEARWALL -
RE: PLANSRE: PLANSLAB THK.#4 @ 24" O.C.
CLR.
1 1/2"
RE: DETAIL 5 ON THIS
SHEET FOR INFORMATION
NOT SHOWN.
OF COLUMN & COLUMN FOOTING
SLOPE WHERE SHOWN
ON PLAN ONLY
SLOPE WHERE SHOWN
ON PLAN ONLY
RE: PLANRF: PLAN
LOWER LEVEL
RE: PLAN
RE: PLANCOLUMN BLOCKOUTS -
RE: STDS.
RE. DETAIL 7 ON THIS
SHEET FOR INFO NOT
SHOWN
GRID
PT SLAB -RE: PLAN
FOR REINFORCING
SLIP JOINT -RE: STDS.
RE: RETAINING
WALL SCHEDULE
DOWELS TO MATCH RETAINING
WALL REINF. W/CLASS B SPLICE
AND 90° ACI HOOK
FINISHED GRADE
VARIES -RE: CIVIL
RE: GEOTECHFILL CAPMIN. 2'-0" COHESIVESLAB REINF. -
RE: PLAN
0
RE: RETAINING
WALL SCHEDULE
(SHORING BY GC) SHOREWALL AT TOP AND
ALONG HEIGHT UNTIL LOWER SLAB IS
CURED, WALL IS BACKFILLED AND
COMPACTED, AND UPPER SLAB IS
STRESSED SLIP JOINT SHALL BE GROUTED
AFTER PT SLAB IS STRESSED AND BEFORE
SHORING IS REMOVED.
WATERPROOFING -
RE: ARCH.
FILTER FABRIC -
RE: GEOTECH
RE: GEOTECH
FREE DRAINING GRANULAR
MATERIAL PER GEOTECH
BACKFILL PER GEOTECH
PERFORATED PIPE WRAPPED
IN FABRIC GRAVEL BED. RE:
GEOTECH REPORT FOR
MINIMUM RECOMENDATIONS.
RE: CIVIL FOR TIE-IN.
WEEP HOLES PER GEOTECH
RE: FOOTING SCHEDULE.
NON LOAD BEARING METAL STUD WALL DESIGN & CONNECTION BY OTHERS
FOOTING WIDTH RE: SCHEDULE FOOTING DEPTHRE: SCHEDULERE: PLANSLAB THK.RE: PLANVARIES36" MIN.
#4 @ 24" O.C.30" MIN.2 X 4 KEYWAY
W/WATERSTOP
SLOPE WHERE SHOWN
ON PLAN ONLY
GARAGE / BASEMENT LEVEL
SEE PLAN
FIRST FLOOR
SEE PLAN
BRICK VENEER -
RE: ARCH.
LEDGE TYP.
6" BRICK
RE: PLAN & SCHED.
RETAINING WALL THICKNESSARCH. & CIVILVARIES - RE:2" CLR.
ADDITIONAL #4 @ 12" O.C.
VERT. AND HORIZ.
CLR.
3"TYP.3" CLR.TYP.3" CLR.#4 @ 12" O.C.RE: PLANSLAB THK.WALL & FOOTING
dfgh
DOWELS TO MATCH
RETAINING WALL REINF.
SLOPE WHERE SHOWN
ON PLAN ONLY
PAVING RE: CIVIL
GARAGE / BASEMENT LEVEL
SEE PLAN
RE. DETAIL 1 ON THIS
SHEET FOR INFO NOT
SHOWN
WALL OF FOOTING
#4 @ 24" O.C.
36" MIN.30" MIN.1' - 0"2 #3 CONT.
#5 @ 12" O.C.
VERT. & HORIZ.
FDGH RE: PLANRE: PLAN & SCHED.FOOTING THK.RE: PLAN & SCHED.
FOOTING WIDTH
8"
PROVIDE GRATE
PER ARCHITECT.
RE: ELEVATOR MANUF. DRAWINGS FOR
ALL RAIL, LADDER, SILL ANGLE, GRATE,
ETC. EMBEDS REQ'D. SHORE WALL
UNTIL UPPER SLAB IS STRESSED.
#5 @ 8" O.C.
WATERSTOP AT
EACH JOINT
REINF. RE: PLAN &
PROVIDE STD. 90°
HOOK AT BOTH ENDS.
2 ADD'L #5
(BOTTOM)
VERIFY SUMP PIT
DEPTH AND LOCATION
W/ EQUIP PURCHASED
#5 @ 9" O.C. VERTICAL
EA. FACE (8" HOOK)
#5 @ 8" O.C. EW
(TOP AND BOTTOM)
HOOK ENDS (TYP)
CMU WALL
RE: SPECS
2 X KEYWAY
RE: ARCH. FOR
WATERPROOFING
#5@8" O.C.
CONT. #5
2 X 4 KEYWAY
RE:SCHEDULE FOR
SLAB REINFORCEMENT
(NOT SHOWN)
DTHDFH1' - 0"ELEVATOR MANUF.VERIFY WITHCLR.
2"
8"TO HOOK3" CLR.DTHDFH
CLR.2"THK. RE: PLANELEVATOR MAT(VERIFY WITH ELEVATOR MANUF.)ELEVATOR PIT DEPTH (5'-0" MAX.)3" CLR.3" CLR.
RE: PLAN
LOWER LEVEL
RE PLAN
#4 @ 24" O.C.
36" MIN.30" MIN.AS REQ. 24"
24"
CMU WALL DOWELS
RE: SPECS
CMU WALL RE: SPECS
CMU WALL R/F
RE: SPECS
GARAGE/BASEMENT LEVEL
RE PLAN
OF COLUMN & COLUMN FOOTING
SLOPE WHERE SHOWN
ON PLAN ONLY
SLOPE WHERE SHOWN
ON PLAN ONLY
1' - 0"2 #3 CONT.
RE. DETAIL 1 & 3 ON THIS
SHEET FOR INFO NOT
SHOWN
RE: PLANRE: PLAN & SCHED.FOOTING DEPTHRE: PLAN & SCHED.
FOOTING WIDTH
SLOPE WHERE SHOWN
ON PLAN ONLY
GARAGE / BASEMENT LEVEL
SEE PLAN
FIRST FLOOR
SEE PLAN
FOOTING WIDTH RE: SCHEDULE RE: SCHED.FOOTING DEPTH2X4 KEYWAY W/
WATERSTOP
REINF. -RE:
FOOTING SCHEDULE.DOWELS TO MATCH
RETAINING WALL REINF.
#4 @ 24" O.C.
36" MIN.30" MIN.ADDITIONAL #4 @ 12"
O.C. VERT. & HORIZ.
REINF. -RE:
RETAINING WALL
SCHEDULE.
FINISHED GRADE
VARIES -RE: CIVIL
CMU WALL DOWELS TO
MATCH CMU WALL REINF.
CMU WALL REINF. -
RE: SPECS.
CMU WALL -RE: SPECS.
RE: STDS. FOR NLB CMU
WALL CONNECTION DETAILS RE: PLANSLAB THK.GAP1"BRICK VENEER -
RE: ARCH.
RE: 1/SD2-1 FOR
BRICK RELIEF
DETAILS
BRICK VENEER -
RE: ARCH. STAGGER EMBED PLATES
NON LOAD BEARING METAL STUD WALL
DESIGN & CONNECTION BY OTHERS
VARIES - RE: ARCH. & CIVILRE. DETAIL 1 ON THIS
SHEET FOR INFO NOT
SHOWN
2" CLR.
6" BRICK LEDGE
ld.4' - 0" MAX.VARIES - RE: ARCH.VARIES - RE: PLAN RE: PLAN & SCHED.
RETAINING WALL THK.
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
3/4" = 1'-0"
FOUNDATION
SECTIONS AND
DETAILS
SD1-1
NORTH END
APARTMENTS
CARMEL, IN
609.003.20H
3/4" = 1'-0"7 TYPICAL THICKENED RETAINING WALL WITH BRICK LEDGE
3/4" = 1'-0"4 SECTION AT SHEARWALL FOOTING
3/4" = 1'-0"6 SECTION AT ELEVATOR FOOTING
3/4" = 1'-0"9 SECTION AT INTERIOR COLUMN FOOTING
3/4" = 1'-0"1 TYPICAL RETAINING WALL DETAIL WITH BRICK LEDGE
3/4" = 1'-0"3 SECTION AT STEM WALL
3/4" = 1'-0"5 FND - TYP ELEVATOR PIT DETAIL
3/4" = 1'-0"8 SECTION AT CMU WALL FOOTING
3/4" = 1'-0"2 SECTION AT PARTIAL HT RETAINING WALL WITH BRICK LEDGE
1
04/15/22