HomeMy WebLinkAboutSD1-1-FOUNDATION DETAILSA SCHEDULE
SCALE: 3/4" = 1'-0"
2X WALL RE: PLAN
ANCHORAGE,
RE: SCHEDULE
WIDTH
RE: SCHED.3"CLR.FIN. FLOORSLAB REINFORCEMENT,
6X6 W1.4 X W1.4 WIRE MESH - RE: SPECS
OF WALL(S), FOOTING, AND REINFORCING
4"2X 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,
6X6 W1.4 X W1.4 WIRE MESH - RE: SPECS
OF FOOTING AND REINFORCING
(2) #4 CONT.4"FOOTING
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. FLOORSLAB REINFORCEMENT,
6X6W1.4 X W1.4 WIRE MESH - RE: SPECS
OF WALL(S), FOOTING, AND REINFORCING
4"#4 CONT.
D TYPICAL CONVENTIONAL THICKEND SLAB FOOTING DETAIL (HEATED)
SCALE: 3/4" = 1'-0"
CL
12"12"
AS REQUIRED
BOTTOM REINFORCING,
RE: SCHEDULETYPDEPTHRE: 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.4" MAX,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: ARCHRE: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 8"TOOL AND SEAL
COLD JOINT
6 INTERIOR FOOTING (UNHEATED ON ONE SIDE)
SCALE: 3/4" = 1'-0"
WIDTH
RE: SCHED.
(SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)9 STRIP FOOTING @ CONSTRUCTION JOINT
SCALE: 3/4" = 1'-0" EMBEDMENTRE: SCHED.WIDTH/2
RE: SCHED.
8" MIN.
2x6 KEYWAY @ MID-DEPTH
WIDTH/2
RE: SCHED.
8" MIN.FIN. FLOOR10 THICKENED SLAB @ CONSTRUCTION JOINT
SCALE: 3/4" = 1'-0"
TOOL AND SEAL JOINT
12", TYP.
(2) #4 CONT. IN PLACE OF
SCHEDULED REINFORCEMENT
(2) #4 CONT. IN PLACE OF
SCHEDULED REINFORCEMENT
#4 @ 16"O.C.
#4 @ 16"O.C.2" CLR.TYP.3" CLR. TYP.2" CLR.TYP.3" CLR.
TYP.
#4 x 5'-0" LONG @ 18" O.C.
(CENTER ON JOINT)
12", TYP.
(SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)
12 STEM WALL DETAIL
SCALE: 3/4" = 1'-0"
SLAB REINFORCEMENT,
6X6 W1.4 X W1.4 WIRE MESH - RE: SPECS
#5 CONT BAR T&B, W/
#3 "U" TIES @ 16" O.C 4"WIDTH
RE: SCHED.EMBEDMENT - RE: SCHED. 3'-0" - MAXFIN. FLOOR512"
BRICK
LEDGE
#4 CONT. @ TOP
(2) #4 CONT. @ BOT.
FOOTING
REINFORCING,
2 - #5 @ 12" O.C. MAX
(VERTICALLY)
512"3"CLR.3"
CLR.
16"
AS REQ'D
#5 @ 8" O.C.
CTR CTR
RE: ARCH.1'-0"(SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)
(SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)4"Re: Plan1'-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 GratePer 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 STRESSED.1'-0"15 ELEVATOR PIT DETAIL
SCALE: 3/4" = 1'-0"
6X6 W1.4 X W1.4
WIRE MESH
RE: SPECS
#4 CONT.
2-#5 BARS
Vapor Barrier4" MAX,RE: PLANCONT. #3
#3 W/180°HOOK 18" LONG @18"O.C.
RE:PLAN
8 NOT USED
SCALE: 3/4" = 1'-0"(SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)
14 GRAVITY FOOTING @ EXTERIOR BOX COLUMN
SCALE: 3/4" = 1'-0" (SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)
PAVING BY OTHERS
POUR TIGHT TO FNDN
4'-6" X 4'-6"
RE: PLAN
1'-0"2X STUD BOX COL.
RE: PLAN
PROVIDE (2) ADD. #3
TIES IN TOP 5"3" CLR.8~#4 VERT W/ 10" ACI HOOK
#3 TIES @ 12" O.C.
(6) #4 BOT. REINF. BARS
EA. WAY
3" CLR.3"
CLR.
C OF BOX COLUMN
AND FOOTING
L
2'-6" MIN. WIDTH
RE: SCHED. RE: CIVILFIN. FLR.RE: ARCH11 DROPPED EXTERIOR STRIP FOOTING W/ DOOR POCKET
SCALE: 3/4" = 1'-0"
RE:ARCH. FOR SLOPE
WHERE PRESENT
(SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)
OMIT DOWEL
FORM
DOOR POCKET
PER ARCH.
GRANULAR BACKFILL SHALL BE LESS
THAN 10% BY DRY UNIT WEIGHT IN FINES,
BE WELL GRADED, WITH NO PARTICLES
GREATER THAN 3", AND CONTAIN NO
DELETERIOUS MATERIALS PER THE
GEOTECH. MATERIALS SHALL BE
COMPACTED TO MEET PROJECT SPECS.
GRANULAR BACKFILL
RE: ARCH FOR SLOPE
WHERE PRESENTRE: PLANFIN. FLR.WIDTH
RE: SCHED.4" MAXRE: PLAN8"TOOL AND SEAL
COLD JOINT
OF WALL(S), FOOTING, AND REINFORCING CL RE: PLANFIN. FLR.WIDTH
RE: SCHED. 8"TOOL AND SEAL
COLD JOINT
OF JOINT, FOOTING, AND REINFORCINGCL
2" 2", TYP.
(2) ROWS OF DOWELS
STAGGERED @18" O.C.
1
11'-0"(2) #6 CONT.
3 1
2" CLR.
FROM EXT. FACE
2~ #5 @ EA. PERPENDICULAR
FOOTING
13 STEM WALL DETAIL @ INTERSECTING FOOTING
SCALE: 3/4" = 1'-0" (SEE DETAIL 12/SD1-1 FOR INFORMATION NOT SHOWN)
BOTTOM OF INTERSECTING
FOOTING BEYOND
FOOTING BOT. REINF.
TERMINATE AT FAR END
OF STEM WALL WITH ACI HOOK
3"
CLR.
FLOOR
FRAMING
DETAILS
############
SD1-1
SHEET NUMBER
AVANT PHASE II
18290 OLD
MERIDIAN ST
CARMEL, INDIANA
ISSUE DATE
ISSUE TITLE
SHEET TITLE
DRAWING SCALE
PROJECT NUMBER
PROJECT NAME & LOCATION
609.002.020
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
CONSTRUCTION@
INTEGRITYSTRUCTURAL.COM
12777 JONES RD., STE 388
HOUSTON, TX 77070
281 894 7099
09/08/2020
DD SET
AD / RA
10/16/2020
PROGRESS SET
AD / RA
04/28/2021
PERMIT SET
AD / RA
10/11/21