HomeMy WebLinkAboutS4121. REFER TO THE SPECIFICATIONS FOR APPLICATION OF UNIT COSTS FOR
REMOVAL OF UNSUITABLE BEARING MATERIAL & REPLACEMENT WITH
COMPACTED, ENGINEERED FILL
2. REFER TO THE GEOTECHNICAL ENGINEERING REPORT FOR ADDITIONAL
INFORMATION RE: EXPECTED SOIL CONDITIONS, SUITABILITY OF EX.
SOILS FOR USE AS ENGINEERED FILL, GROUNDWATER CONDITIONS, ETC.
1
1
2 SEE NOTEABOVE1
2 SEE NOTEABOVE1
SUITABLE BEARING MATERIAL
AS DETERMINED BY TESTING
AGENCY
COMPACTED/ENGINEERED FILL
REFERENCE EARTHWORK
SPECS. & GEOTECHNICAL
INVESTIGATION
BOTTOM/FOOTING ELEVATION
SLOPE OF EXCAVATION TO CONFORM
WITH APPLICABLE REQUIREMENTS OF
OSHA AND/OR STATE & LOCAL CODES
STRUCTURAL COLUMN OR
WALL FOOTING
PROPOSED GRADE
NOTE:
1. REFER TO THE SPECIFICATIONS FOR APPLICATION OF UNIT COSTS
FOR REMOVAL OF UNSUITABLE BEARING MATERIAL & REPLACEMENT WITH
LEAN CONCRETE FILL.
2. REFER TO THE GEOTECHNICAL ENGINEERING REPORT FOR ADDITIONAL
INFORMATION RE: EXPECTED SOIL CONDITIONS, SUITABILITY OF EX. SOILS
FOR USE AS ENGINEERED FILL, GROUNDWATER CONDITIONS, ETC.
NOTE:
MAX. DEPTH OF UNSHEETED/UNSHORED
EXCAVATION TO CONFORM WITH THE
APPLICABLE REQUIREMENTS OF OSHA
AND/OR STATE & LOCAL CODES
STRUCTURAL COLUMN OR
WALL FOOTING
PROPOSED GRADE
LEAN CONCRETE FILL
(MIN. 2000 PSI @ 28
DAYS)
BOTTOM/FOOTING EXCAVATION 8"5' - 0" ELEVATOR PITVERIFY w/ ELEVATOR SUPPLIER8" CMU ELEVATOR SHAFT
WALL w/ #5 @32" O.C.
T/SLAB PER PLAN
CONCRETE SLAB ON GRADE
PER PLAN
COLD-JOINT WATERSTOP
12" CIP CONCRETE WALL
w/ #4 @ 12" OC EW, EF
UNO1' - 4"PIT/BASE REINFORCING #5 @
12" O.C. EACH WAY TOP &
BOTTOM, UNO
90° STD.
HOOK
1' - 0" 1' - 0"
FORMED
KEYWAY
FOR PIT DIMENSIONS
(V'FY. w/ ELEV. SUPPLIER)
REF. ARCH. DWGS.
#5 DOWELS x 5'-0" (SPA. TO
MATCH WALL REINF.)
NOTE: PROVIDE RECESS ON INSIDE FACE OF PIT
WALL AS REQ'D TO ACCOM. ACCESS LADDER.
COORD. RECESS & LADDER SIZE & LOC'N. w/ ARCH.
DWGS. & ELEV. SUPPLIER1/2" ISOLATION MATERIAL
JAMB OF OPENING BEYOND
T/SLAB PER PLAN
CONCRETE SLAB ON
GRADE PER PLAN
UNO1' - 4"PIT/BASE REINFORCING #5 @
12" O.C. EACH WAY TOP &
BOTTOM, UNO
90° STD.
HOOK
1' - 0" 1' - 0"
FORMED
KEYWAY
FOR PIT DIMENSIONS
(V'FY. w/ ELEV. SUPPLIER)
REF. ARCH. DWGS.
#4 x 24" @ 16" O.C.
24"8"DETAIL AT DOOR SILL:
ELEVATOR DOOR SILL SUPPORT ANGLE TO BE
COORDINATED w/ ELEV. SUPPLIER. CONNECT TO
CONCRETE w/ EXPANSION ANCHORS.
ALTERNATE: PROVIDE EMBED PL 3/8 x 6 x 1'-0 w/ (2)
1/2" DIA. x 6" HEADED ANCHOR STUDS FOR FIELD
WELDING OF SILL SUPPORT ANGLE.
NOTE: PROVIDE RECESS ON INSIDE
FACE OF PIT WALL AS REQ'D TO
ACCOM. ACCESS LADDER. COORD.
RECESS & LADDER SIZE & LOC'N. w/
ARCH. DWGS. & ELEV. SUPPLIER
5' - 0" ELEVATOR PITVERIFY w/ ELEVATOR SUPPLIERCOLD-JOINT
WATERSTOP
12" CIP CONCRETE
WALL
w/ #4 @ 12" OC EW,
EF
1
2
1
2
1' - 2"
MIN.1' - 0" 1' - 0"24" x 24" SUMP 8"
MIN.
GALV. GRATING w/ 3/4" x 3/16"
BEARING BARS @ 1 3/16" O.C.
& CROSS BARS @ 4" O.C.
2" W. x 3/4" H. x CONT. FORMED
LEDGE FOR SUPPORT OF
GRATING
PLACE 1/2 OF
INTERRUPTED REINF. EA.
SIDE OF PIT
COORD. LOCATION OF
SUMP w/ ELEVATOR
SUPPLIER
(3) #4 EACH WAY
x
1' -4" 1' -4"
2' -6"1' -0"CONCRETE PIER
OR FOOTING
STEEL COLUMN
PER PLAN
NOTES:
HEAVY HEX DOUBLE NUTS w/
PL 5/16" x 2 1/2" x 2 1/2"
WASHERS. WELD AFTER
ERECTION.
HEAVY HEX NUTS -TACK
WELD TO ROD7/8" DIA. x 1' - 8"NON-SHRINK,METALLICGROUTF1554-36 ANCHOR RODS1' - 2"6" THRD.PROJ'N.LOCATION OF ANCHOR RODS MUST NOT VARY MORE THAN 1/8" CENTER -TO-CENTER
OF ANY TWO RODS WITHIN AN ANCHOR ROD GROUP.
1.
HOLD MAX. DEVIATION OF 1/4", CENTER -TO-CENTER OF ADJACENT ANCHOR ROD
GROUPS.
2.
HOLD ELEVATION OF THE TOP OF THE ANCHOR RODS TO +/-1/2 INCH.3.
HOLD MAXIMUM DEVIATION OF 1/4" FROM THE CENTER OF ANY ANCHOR ROD GROUP
TO THE ESTABLISHED COLUMN LINE THROUGH THAT GROUP.
4.
REFER TO THE AISC CODE OF STANDARD PRACTICE FOR ADDITIONAL INFORMATION.5.
TESTING AGENCY TO INSPECT TIGHTENING/TENSIONING OF ALL ANCHOR ROD NUTS IN
BRACED FRAMES AND MOMENT FRAMES. WELD NUT & WASHER AFTER INSPECTION.
6.
CONCRETE PIER
OR FOOTING
STEEL COLUMN
PER PLAN
NOTES:
HEAVY HEX DOUBLE NUTS w/
PL 1/2" x 3" x 3" WASHERS.
WELD AFTER ERECTION.
HEAVY HEX NUTS -TACK
WELD TO ROD1 1/4" DIA. x 2'-2"NON SHRINKMETALLICGROUTF1554-36 ANCHOR RODS1' - 9"7" THRD.PROJ'N.REF. DETAIL 6/S412 FOR BALANCE OF NOTES.1.
(4) 1 9/16" DIA.
HOLES FOR (4) 7/8"
DIA. ANCHOR RODS
5/16
HSS8x8: 't' = 1½"
HSS7x7: 't' = 1 1/2"
HSS5x5: 't' = 1"
HSS4x4: 't' = ¾"
PL 5/16x2½x2½ WASHERS
WELD NUT TO WASHER AND
WASHER TO BASE PL AFTER
TIGHTENING & INSPECTION
BASE PL THICKNESS :
1½" GA. = 7" 1½" HSS4x4
1½" GA = 8" 1½" HSS5x5
2" GA. = 12" 2" HSS8x8
1½" GA. = 7" 1½" HSS4x41½"GA = 8"1½"HSS5x52" GA. = 12" 2" HSS8x81½"GA = 8"1½"HSS7x71½" GA = 8" 1½" 2" GA = 11" 2" 2" GA. = 11" 2" HSS7x7
(4) 2 1/16" DIA.
HOLES FOR (4) 1 1/4"
DIA. ANCHOR RODS
⅜
PL ½x3x3 WASHERS
WELD NUT TO WASHER AND
WASHER TO BASE PL AFTER
TIGHTENING & INSPECTION
2" GA. = 14" 2" W10 2" GA. = 14" 2" W10BASE PL1½x18x1'-6
BRACED FRAME COLUMN
NO GUSSET PL (COL. B-2)
(6) 2 1/16" DIA.
HOLES FOR (4) 1 1/4"
DIA. ANCHOR RODS
⅜
PL ½x3x3 WASHERS
WELD NUT TO WASHER AND
WASHER TO BASE PL AFTER
TIGHTENING & INSPECTION
.GA. = 14" 2" W10
2" GA. = 14" 2" W10BASE PL1½x18 VARIES
BRACED FRAME COLUMN
WITH GUSSET PL
NOTE: EXTEND BASE
PL IF REQ'D FOR
GUSSET PL DESIGN
GUSSET PL
AS REQ'D.
AS REQ'D.
(4) 1 9/16" DIA.
HOLES FOR (4) 7/8"
DIA. ANCHOR RODS
5/16
't' = 1½"
PL 5/16x2½x2½ WASHERS
WELD NUT TO WASHER AND
WASHER TO BASE PL AFTER
TIGHTENING & INSPECTION
BASE PL THICKNESS :
2" GA. = 14" 2"2" GA. = 14" 2"(2) 1 9/16" DIA. HOLES FOR
(2) 7/8" ANCHOR RODS
HSS 5x5 POST
5/16
HSS5x5: 't' = ¾"
PL 5/16x2½x2½ WASHERS
WELD NUT TO WASHER AND
WASHER TO BASE PL AFTER
TIGHTENING & INSPECTION
BASE PL THICKNESS :
1½" NTS 1½" HSS5x5
3" 3"
(8) 2 1/16" DIA.
HOLES FOR (8) 1 1/4"
DIA. ANCHOR RODS
3/8
HSS14x14: 't' = 1 1/2"
PL ½x3x3 WASHERS
WELD NUT TO WASHER AND
WASHER TO BASE PL AFTER
TIGHTENING & INSPECTION.
BASE PL THICKNESS :
2" 2"9" 9"2" 9" 9" 2"BASE PL 1 1/2" x 22" x 1'-10 ARCHITECTCLIENT PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS ENGINEERTHE SIGNATURECARMELCARMEL, INTYPICAL DETAILS -FOUNDATIONS20010
4/23/2021
PERMIT SET
S412
NOT TO SCALE
1 OVEREXCAVATION DETAIL -ENGINEERED FILL
NOT TO SCALE2OVEREXCAVATION DETAIL -LEAN CONC. FILL
NOT TO SCALE3ELEVATOR PIT DETAIL
NOT TO SCALE4ELEVATOR PIT DETAIL AT DOOR NOT TO SCALE5ELEVATOR SUMP PIT DETAIL
NOT TO SCALE
6 7/8" DIA. ANCHOR ROD DETAIL
NOT TO SCALE
7 1 1/4" DIA. ANCHOR ROD DETAIL
NOT TO SCALE
8 BASE PL DETAIL - TYP HSS SQUARE
NOT TO SCALE
9 BASE PL DETAILS -BRACED FRAME COLUMNS
NOT TO SCALE10 BASE PL DETAIL -TYP W10 (NON-BRACED BAY)
NOT TO SCALE
11 BASE PL DETAIL - TYP HSS SQUARE
NOT TO SCALE12BASE PL DETAIL -TYP HSS 14 x14
10/12/21