HomeMy WebLinkAboutSD4-1-FOUNDATION DETAILS12 STAIR OVERPOURED @ CONSTRUCTION JOINT
N.T.S (SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN) RE: CIVIL3'-0" MAX.FINISH FLR.#3 NOSING BAR
(TYPICAL)
OVERPOUR
#3 @ 10" O.C. TYP.
#5 @ 12" O.C. VERTICALLY
314" CLR.1 1/2" AMPLITUDE
CORRUGATED METAL
KEYED JOINT
#4x4'-0" LONG HORIZONTAL LEG
W/ 12" HOOK @ 18" O.C.SCHED. DEPTHWIDTH H/2
RE: SCHED.
8"MIN.
WIDTH H/2
RE: SCHED.
8"MIN.
#3 @10" O.C. EW.SCHED. DEPTH - 3" TOSCHED. REINF.2" CLR
TOOL AND SEAL JOINT(TYP.)
6"6"RE: ARCH.RE: ARCH.FINISH FLR.VERTICAL #5 @ 12" O.C.
IN CENTER OF BEAM
#5 DOWELSx18" LONG
@ 18" O.C.(CENTER ON JOINT)
A SCHEDULE
SCALE: 3/4" = 1'-0"
2X WALL RE: PLAN
ANCHORAGE,
RE: SCHEDULE
WIDTH
RE: SCHED.3"CLR.FIN. FLOORSLAB REINFORCEMENT,
RE:SCHEDULE
OF FOOTING AND REINFORCING2X WALL RE: PLAN
ANCHORAGE, RE: SCHEDULE
WIDTH
RE: SCHED.EMBEDMENT - RE: SCHEDULE 2"CLR.FINISHED GRADE
RE: CIVIL
3" CLR.8" MIN.12" MAX.EXPOSUREFIN. FLOOR2" CLR.SLAB REINFORCEMENT,
RE: SCHEDULE
OF FOOTING AND REINFORCING
#4 CONT. RE:SCHEDULEFOOTING
REINFORCING,
RE: SCHEDULE
#4 @ 18" O.C. 24"AS REQUIRED8"B TYPICAL 2-POUR CONVENTIONAL EXTERIOR STRIP FOOTING DETAIL
SCALE: 3/4" = 1'-0"
C TYPICAL 2-POUR CONVENTIONAL INTERIOR STRIP FOOTING DETAIL (UNHEATED)
SCALE: 3/4" = 1'-0" 2" CLR.CL
CL 2"CLR.2"CLR.2X WALL RE: PLAN
ANCHORAGE,
RE: SCHEDULE
WIDTH
RE: SCHED. 2"CLR.3"CLR.FIN. FLOOROF FOOTING AND REINFORCING
#4 CONT.
D TYPICAL CONVENTIONAL THICKEND SLAB FOOTING DETAIL (HEATED)
SCALE: 3/4" = 1'-0"
CL
12"12"
AS REQUIRED
BOTTOM REINFORCING,
RE: SCHEDULETYPEMBEDMENTRE: SCHEDULECONT. INSUL.
PER ARCH.EMBEDMENT - RE: SCHED.FOOTING
REINFORCING,
RE: SCHEDULE
TOOL AND SEAL
COLD JOINT
RE: PLANVARIES,RE: PLAN#4 CONT.
IN TOP OF CURB
#4 @ 18" O.C. W/ 180° HOOK
AT TOP8"RE: PLANFIN. FLR.RE: CIVILFIN. FLR.FIN. FLOORRE: ARCH FOR SLOPE
WHERE PRESENT
WIDTH
RE: SCHED.RE: PLANFIN. FLR.WIDTH
RE: SCHED.
(SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)
WIDTH
RE: SCHED.RE: CIVIL FIN. FLR.VARIES,RE: PLAN3 DROPPED EXTERIOR STRIP FOOTING
SCALE: 3/4" = 1'-0"
RE:ARCH. FOR SLOPE
WHERE PRESENT
(SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN) RE: PLANFIN. FLR.WIDTH
RE: SCHED.VARIES,RE: PLAN1 EXTERIOR STRIP FOOTING W/ LEDGE
SCALE: 3/4" = 1'-0" (SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)
WIDTH
RE: SCHED.RE:ARCH.RE:PLAN
4 NOT USED
SCALE: 3/4" = 1'-0"(SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)
7 INTERIOR FOOTING (HEATED ON BOTH SIDES)
SCALE: 3/4" = 1'-0" (SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)
2 EXTERIOR STRIP FOOTING
SCALE: 3/4" = 1'-0"
5 INTERIOR STRIP FOOTING (UNHEATED)
SCALE: 3/4" = 1'-0"(SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN) (SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)
BRICK VENEER,
RE: ARCH. 39 PSF
MAX WEIGHT
OMIT DOWEL
AT PATIO EDGES 8"TOOL AND SEAL
COLD JOINT
6 FOOTING@PATIO (UNHEATED ON ONE SIDE)
SCALE: 3/4" = 1'-0"
WIDTH
RE: SCHED.
(SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)
8 THICKENED SLAB @ CONSTRUCTION JOINT
SCALE: 3/4" = 1'-0"
9 THICKENED SLAB @ CONSTRUCTION JOINT
SCALE: 3/4" = 1'-0" (SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)
(SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)4"RE: SCHEDULE1'-4" #5 @ 8" o.c.
18"
18"AS REQ'D.2"Clr3" ClrWaterstop at each joint
1'-0"
#5 @ 8" o.c. EW
(Top and Bottom)
Hook Ends (Typ)
2 Add'l #5 (Bottom)1'-0" (Verify withElevator Manuf.)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)
Provide Grate
Per Architect.
CMU W/ REINF - RE: SPECS
2 x Keyway FIN. FLR.ELEVATOR PIT DEPTH(VERIFY WITH ELEVATOR MANUF.)2'- 0" EMBED DWLW/ HOOKED ENDSRe: Arch. for waterproofing
#5@8" o.c.
1'-0"3" CLR.TO HOOK8"Cont. #5
2 x Keyway
RE: ELEVATOR MANUF. DRAWINGS FOR
ALL RAIL, LADDER, SILL ANGLE, GRATE, ETC.
EMBEDS REQ'D. SHORE WALL UNTIL UPPER
SLAB IS CURED.8"11 ELEVATOR PIT DETAIL
SCALE: 3/4" = 1'-0"
6X6 W1.4 X W1.4
WIRE MESH
RE: SPECS
#4 CONT.
2-#5 BARS
Vapor Barrier
10 STEM WALL DETAIL
SCALE: 3/4" = 1'-0"
SLAB REINFORCEMENT,
RE: SCHED.
#5 CONT BAR T&B, W/
#3 "U" TIES @ 16" O.C4'-6" 3'-8" - MAXFIN. FLOOR51 2"
BRICK
LEDGE
#4 CONT. @ TOP
(2) #4 CONT. @ BOT.
FOOTING
REINFORCING,
2 - #5 @ 12" O.C. MAX
(VERTICALLY)3"CLR.3"
CLR.
16"
AS REQ'D
#5 @ 8" O.C.
CTR CTR
RE: ARCH.8"(SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)
SLAB REINFORCEMENT,
RE:SCHEDULE
RE:SCHEDULERE:SCHEDULE8"MIN.
WIDTH, RE:SCHEDULE
1'- 1 1/2" MIN.
10A STEM WALL DETAIL@PATIO
SCALE: 3/4" = 1'-0"
SLAB REINFORCEMENT,
RE: SCHED.
#5 CONT BAR T&B, W/
#3 "U" TIES @ 16" O.C4'-6" 3'-8" - MAX51 2"
BRICK
LEDGE
#4 CONT. @ TOP
(2) #4 CONT. @ BOT.
FOOTING
REINFORCING,
2 - #5 @ 12" O.C. MAX
(VERTICALLY)3"CLR.3"
CLR.
16"
AS REQ'D
#5 @ 8" O.C.
CTR CTR
RE: ARCH.8"(SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)
8"MIN.
WIDTH, RE:SCHEDULE
1'-1 1/2" MIN.RE: CIVILFIN. FLR.13 EXTERIOR STRIP FOOTING W/ CMU AND LEDGE
SCALE: 3/4" = 1'-0" (SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)
WIDTH
RE: SCHED.RE:ARCH.RE:PLAN
BRICK VENEER,
RE: ARCH. 39 PSF
MAX WEIGHT
CMU W/ REINF - RE: SPECS
14 INTERIOR FOOTING @ CMU
SCALE: 3/4" = 1'-0" (SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN) FIN. FLOORWIDTH
RE: SCHED.
CMU W/ REINF - RE: SPECS
FOR REINF. AND DOWELING
REQUIREMENTS
C OF CMU & FOOTINGL
3"10" HOOK3" MIN.
WIDTH
RE: SCHED.FIN. FLOOR
15 PARTY WALL @ PATIO
SCALE: 3/4" = 1'-0" EMBEDMENT - RE: SCHED.RE:SCHEDULE(SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)
RE: ARCH FOR SLOPE
WHERE PRESENTRE: PLANFIN. FLR.WIDTH
RE: SCHED.VARIES,RE: PLAN(SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN) 8" TOOL AND SEAL
COLD JOINT
16 FOOTING @ PATIO W/LEDGE (UNHEATED ON ONE SIDE)
SCALE: 3/4" = 1'-0" RE:ARCH.RE:PLAN
TRANSVERSE BARS
REQUIRED FOR THICKENED SLABS
WIDER THAN 12"
SLAB REINFORCEMENT,
RE: SCHED.RE:PLAN3'-0" - MAXFIN. FLOORVERT. #5 @ 12" O.C.
IN CENTER OF BEAM
CTR CTR
REINFORCING,
RE:SCHEDULE
#5@12"O.C.MAX.
(VERTICALLY)
WIDTH H/2
RE: SCHED.
8"MIN.
WIDTH H/2
RE: SCHED.
8"MIN.EMBEDMENT,RE:SCHED.SLAB REINFORCEMENT,
RE: SCHED.2" CLR.#4@16"O.C.
1'-0" TYP.
(2)#4 IN PLACE
OF SCHED. REINF.
2" CLR.
2X6 KEYWAY
AT MID-DEPTH
#5DOWELS X 18"LONG.
@18"O.C. (CENTERED ON JOINT)
SLAB REINFORCEMENT,
RE: SCHED.RE:PLAN3'-0" - MAXFIN. FLOORVERT. #5 @ 12" O.C.
IN CENTER OF BEAM
CTR
CTR
REINFORCING,
RE:SCHEDULE
#5@12"O.C.MAX.
(VERTICALLY)
WIDTH
RE: SCHED.
8"EMBEDMENT,RE:SCHED. SLAB REINFORCEMENT,
RE: SCHED.
2X6 KEYWAY
AT MID-DEPTH
#5DOWELS X 18"LONG.
@18"O.C. (CENTERED ON JOINT)
CMU W/ REINF - RE: SPECS
RE:SCHEDULERE:SCHEDULERE:SCHEDULERE:SCHEDULE3" CLR.3" CLR.3"
CLR.RE:SCHEDULERE:SCHEDULENOTE: WALL SHOULD BE
BACKFILLED WITH FREE DRAINING
GRANULAR MATERIAL RESULTING IN
A PASSIVE PRESSURE OF 55 PCF MAX.
NOTE: WALL SHOULD BE
BACKFILLED WITH FREE DRAINING
GRANULAR MATERIAL RESULTING IN
A PASSIVE PRESSURE OF 55 PCF MAX.
S.O.G.
FOUNDATION
DETAILS
3/4"=1'-0"
SD4-1
SHEET NUMBER
NORTH END
APARMENTS
SMOKY ROW
ROAD & U.S. 31
CARMEL,IN
ISSUE DATE
ISSUE TITLE
SHEET TITLE
DRAWING SCALE
PROJECT NUMBER
PROJECT NAME & LOCATION
609.003.20H
CAD / ENG
The 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 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 becauscree 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 obedienin 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 Co
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12777 JONES RD., STE 388
HOUSTON, TX 77070
281 894 7099
2020.10.26
DESIGN DEVELOPMENT
DZ / MD
2020.12.04
PERMIT SET
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2021.01.15
BID DOCUMENTS
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04/15/22