HomeMy WebLinkAboutSD1-1 FLOOR FRAMING DETAILS4" MAXRe: PLAN & ARCHFIN. FLR.6" MIN.
RE: PLAN FOR EXCEPTIONS
CONT. #3
#3 W/180°HOOK @18"O.C.EMBEDMENT,RE:SCHEDULEWIDTH
RE: SCHED.
4 DROPPED EXT. FOOTING @ CURB
SCALE: 3/4" = 1'-0"VARIES,4" MAX.RE: ARCH FOR SLOPE WHERE PRESENT
WIDTH
RE: SCHED.
5 EXT. FOOTING @OVERHEAD DOOR
SCALE: 3/4" = 1'-0"RE:PLANFORM DOOR POCKET
PER ARCH VARIES,RE: PLANRE: ARCH FOR SLOPE WHERE PRESENT
PAVING BY OTHERS
(SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN) (SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)RE: ARCH4" MAX.WIDTH
RE: SCHEDULE EMBEDMENTRE:SCHEDULE3 EXT. FOOTING W/BRICK
SCALE: 3/4" = 1'-0"
WIDTH
RE: SCHEDULE
EMBEDMENTRE:SCHEDULECMU RE: SPECS
BRICK - RE: ARCH
SLAB DEPTHRE: SCHED.8 EXTERIOR GRADE BEAM @ CMU WALL
SCALE: 3/4" = 1'-0"
4 1/2" PER ARCH.RE: ARCH3" MAX.(SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN) EMBEDMENT,RE:SCHEDULE10'-0" MAX HEIGHT RE: ARCH(SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN) RE: PLANFIN. FLR.A SCHEDULE
SCALE: 3/4" = 1'-0"
1 EXT. FOOTING @ DROPPED SLAB
SCALE: 3/4" = 1'-0" (SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)
WIDTH
RE: SCHED.
2 INT. FOOTING
SCALE: 3/4" = 1'-0" (SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)
B TYPICAL CONVENTIONAL EXTERIOR FOOTING CONSTRUCTION DETAIL
SCALE: 3/4" = 1'-0" C TYPICAL CONVENTIONAL INTERIOR FOOTING CONSTRUCTION DETAIL
SCALE: 3/4" = 1'-0"
2X WALL RE: PLAN
ANCHORAGE, RE: SCHEDULE
VAPOR RETARDER
PER GEOTECH
WIDTH RE: SCHED. EMBEDMENT,RE:SCHEDULEFINISHED GRADE
RE: CIVIL
8"EXPOSUREFIN. FLOORCL OF FOOTING AND REINFORCING
FOOTING REINFORCING
RE:SCHEDULE
CONTROL JOINTS @ 12' O.C.
EA. WAY, RE: SPECS
FIRST CONTROL JOINT @ END OF DOWEL,
APPROX. 39" FROM SLAB EDGE
SLAB DEPTHRE: SCHEDULE2X WALL RE: PLAN
ANCHORAGE, RE: SCHEDULE
VAPOR RETARDER
PER GEOTECH
WIDTH RE: SCHED.3" CLR.FIN. FLOORCL OF FOOTING AND REINFORCING
EMBEDMENTRE:SCHEDULEFOOTING REINFORCING
RE:SCHEDULE
COMPACTED BUILDING PAD
PER GEOTECHNICAL REPORT
SLAB DEPTHRE: SCHEDULE3" CLR.
TYP.
SLAB REINFORCING
RE: SCHEDULE
3" CLR.3" CLR.
TYP.1'-4"Vapor Barrier
18"AS REQ'D.2"Clr2" Clr1'-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 Wall
Re: Specs
ELEVATOR PIT DEPTH(VERIFY WITH ELEVATOR MANUF.)Re: Arch. for waterproofing
#5@8" o.c.
2'-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.
WOOD WALL
SLAB REINF.
RE: SCHED.
6 ELEVATOR PIT
SCALE: 3/4" = 1'-0" FIN. FLOOREMBEDMENT,RE:SCHEDULEWIDTH
RE: SCHED.
#3 BARS @24" O.C.
36" 24"COLD JOINT
#3 BARS @24" O.C.
36"24" COLD JOINT.
CUT & LAP VAPOR BARRIER
AT BOTTOM OF FOOTING TO
PREVENT BRIDGING
CUT & LAP VAPOR BARRIER
AT BOTTOM OF FOOTING TO
PREVENT BRIDGING
D TYPICAL FOOTING TEE AND CORNER DETAIL
NOT TO SCALE (SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)
FOOTING WIDTH
RE: SCHEDULE
FOOTING WIDTHRE: SCHEDULETYP. HORIZ. REINFORCING,
RE: SCHEDULE
FOOTING WIDTHRE: SCHEDULEFOOTING WIDTH
RE: SCHEDULE
FOOTING CORNER DETAIL FOOTING TEE DETAIL
TYP. HORIZ. REINFORCING,
RE: SCHEDULE
36"
36"
7 TYP. FOOTING REINFORCEMENT AT H2 HOLDDOWN OR ABOVE
SCALE: 3/4" = 1'-0" (SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN) RE: CIVILFIN. FLR.EMBEDMENTRE: SCHED.WIDTH
RE: SCHED.
9 INT. FOOTING W/CURB
SCALE: 3/4" = 1'-0" (SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)
CONT. #3
#3 W/180°HOOK
@18"O.C.VARIES, RE: PLAN4" MAX.6" MIN.
RE: PLAN
FOR EXCEPTION SLAB THICKNESSRE: SCHED#3 CONT. NOSING BAR
#4 "L" DWLS @ 16" O.C 24"
24"
#3 CONT.
SLAB REINFORCING
RE: SCHEDULE
8"12"
COMPACTED BUILDING PAD
PER GEOTECHNICAL REPORT
CONTROL JOINTS @ 12' O.C.
EA. WAY, RE: SPECS
EMBEDMENT,RE:SCHEDULE12" DOWELS, 24" LONG @24" O.C.
W/ ONE END GREASED
3"2"3"
4" GRANULAR FILL
UNDER SLAB PER
GEOTECH
4" GRANULAR FILL
UNDER SLAB PER
GEOTECH
RE: ARCH FOR DROP AMOUNT4" MAX.PREFABRICATED STAIR BY
OTHERS. ANCHOR DESIGN
BY STAIR MANUFACTURER
HOLDDOWN FOOTING
WIDTH. RE: PLAN FOR
HOLDDOWN CALLOUT
AND STD. NOTES AND
SCHEDULES FOR
CORRESPONDING
FOOTING SIZES
EMBEDMENT,RE:SCHEDULEH2 HOLDDOWN OR GREATER
RE: SHEARWALL PLAN AND
SHEARWALL NOTES & SCHED.
PROVIDE (2) ADD'L #3 HAIRPIN
BARS AT H2 OR GREATER
HOLDDOWN LOCATIONS. (ONE
EACH SIDE, 3" OFFSET) RE:
SHEARWALL PLAN FOR
LOCATIONS
24"
12"
5" 112" CLR. 112" CLR. 112" CLR. 112" CLR. 12"
5"
11 SLAB SLOPE DETAIL
SCALE: 3/4" = 1'-0" (SEE TYPICAL DETAILS FOR INFORMATION NOT SHOWN)RE: PLANFIN. FLR.RE: PLANFIN. FLR.SLOPE. RE:
A
R
C
H
S
L
A
B
T
H
I
C
K
N
E
S
S
R
E
:
S
C
H
E
D
8"#5 "L" BARS TOP & BOT.
36"
36"
#5 "L" BARS TOP & BOT.4" MAX8"112" CLR. 12 TYPICAL FOOTING BEYOND SLAB EDGE DETAIL
3/4" = 1'-0"
NOTE: CONT. FOOTING AND
SLAB REINF. THRU FOOTING
(NOT SHOWN).1'-2"8" Min.RE: PLAN
EQUAL EQUAL
RE: FOOTING SCHEDULE
FOR REINFORCING
EMBED BASE
PLATE
RE: TYP. BASE PLATE
DETAILS
WOOD COLUMN BASE
AT WOOD COLUMNS INSTEAD
STEEL OR WOOD COL. RE: PLAN
#3 SQ. TIES @ 10" O.C. W/
(3) IN TOP 5" & #5 BARS
IN EA CORNER W/ 12" HOOKS AT BOTTOM
(CENTER CAGE ON STEEL COLUMN)
REBAR CAGE ONLY REQUIRED WHEN
STEEL BASEPLATE / COLUMN IS PRESENT
EXT. WALL LINE
RE: PLANFIN. FLR.DEPTHRE: SCHED.RE: PLAN
3" CLRC OF COLUMN & FOOTINGL
#5 @ 16" O.C. IN SAME
CELL AS CMU REINF.
EMBED INTO FOUNDATION
AND LAP 60" MIN WITH
TYPICAL CMU REINF.RE: ARCH4" MAXA
A
RE: PLANFIN. FLR.38"
512"RE: ARCH4" MAXFOOTING CORNER DETAIL
STEEL COLUMN BEARING
DIRECTLY ON FOUNDATION
INSTEAD OF CURB
REINFORCED SLAB WITH
FOOTINGS BEYOND
TERMINATE CONCRETE CURB
BEFORE REACHING STEEL
COLUMN
STUD WALL
ON CURB
WATERSTOP
2x KEYWAY
WATERSTOP
2
2
2
BOTTOM OF INTERSECTING FOOTING
RE: SCHEDULE
1
2
TURNDOWN INTERSECTING FOOTINGS
ONTO ELEVATOR FOOTING
RE: PLAN FOR FOOTING LOCATIONS
(4) Add'L #5 (CONT.)
6" MIN. CURB WIDTH
CONT. #3
#3 W/180°HOOK @18"O.C.8"4"
THICKENED SLAB WHEN
INTERSECTING FOOTING
IS NOT PRESENT
CONT. #5
3" CLR
@ INTERSECTING FOOTING
1'-0"
CMU Wall
Re: Specs
WOOD WALL
SLAB REINF.
RE: SCHED.
#3 CONT. NOSING BAR
#4 "L" DWLS @ 16" O.C
24"
24"8"WATERSTOP
6" MIN. CURB WIDTH
CONT. #3
#3 W/180°HOOK @18"O.C.
4" THICKENED SLAB
CONT. #5
FIN. FLR.6A ELEVATOR PIT W/ SLAB @ F.F.E
SCALE: 3/4" = 1'-0"
FLOOR
FRAMING
DETAILS
3/4" = 1'-0"
SD1-1
SHEET NUMBER
MAGNOLIA CONDOS
126 TH AND
RANGELINE ROAD
ISSUE DATE
ISSUE TITLE
SHEET TITLE
DRAWING SCALE
PROJECT NUMBER
PROJECT NAME & LOCATION
609.004.20H
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 shee
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