HomeMy WebLinkAboutS102DUPB1 L1L1L2L2
L1
A1A1 A1 B1 A1 A1 A1A5A5A1L6L6 L1L1L1AREA C
AREA D
AREA C
AREA D
AREA D
AREA E
P15
P17
P19
P20
P23
P25
P28
P31
P21
P26
P30
P29
P27
P24
P22
P18
P16
PA PCPB PD PJ PM PN PR PT PW PX PZPY PV PUPQ PS PL PK PF PE PPPH PG
C/S C/S C/S C/S
C/S C/S4
3
5
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4 3 4 3 4 C/S C/SC/S30LB36+16'-11"30LB36+16'-11"30LB36+16'-11"30LB36+16'-11"24RB36
+16'-11"
24RB36
+16'-11"
30LB36
+16'-11"30LB36+16'-11"24RB24+16'-11"32LB36
+16'-11" 30LB36+16'-11"24RB36
+16'-11"
24RB36
+16'-11"30LB36+16'-11"32LB36+16'-11"32LB36+16'-11"32LB36+16'-11"40IT36+16'-11"40IT36+16'-11"40IT36+16'-11"24RB36
+16'-11"
24RB36
+16'-11"
24RB24
+15'-11"
24RB24
+15'-11"
24RB24
+15'-11"
24RB24
+15'-11"
24RB24
+15'-11"
24RB24
+15'-11"24RB24+16'-11"24RB24+15'-11"24RB24 +15'-11" 24RB24+15'-11"24RB24 +15'-11" 24RB24 +15'-11" 24RB24 +15'-11" 24RB24 +15'-11" 24RB24 24RB36
+16'-11"24RB36+16'-11"24RB36+16'-11"24RB36+16'-11"24RB36+16'-11"24RB36+16'-11"30LB36+16'-11"PCC24x24PCC24x24
PCC24x24
PCC24x24 PCC24x24
PCC24x24
PCC24x24
PCC24x24 PCC24x24 PCC24x24
PCC24x24
PCC24x24
PCC24x24
PCC24x24 PCC24x24 PCC24x24 PCC24x24
PCC24x24 PCC24x24
PCC24x24
PCC24x24
PCC24x24
PCC24x24
PCC24x24
PCC24x24
PCC24x24
#5 @ 12" o.c. EW FF=+17'-4"DT28 w/ 5" C.I.P. TOPPING w/#5 @ 12" o.c. EW FF=+17'-4"DT28 w/ 5" C.I.P. TOPPING w/#5 @ 12" o.c. EW FF=+17'-4" HC12 w/ 5" C.I.P. TOPPING w/ #5 @ 12" o.c. EW FF=+17'-4" HC12 w/ 5" C.I.P. TOPPING w/ #5 @ 12" o.c. EW FF=+17'-4" HC12 w/ 5" C.I.P. TOPPING w/ #5 @ 12" o.c. EW FF=+17'-4" HC12 w/ 5" C.I.P. TOPPING w/ #5 @ 12" o.c. EW FF=+17'-4" HC12 w/ 5" C.I.P. TOPPING w/ #5 @ 12" o.c. EW FF=+17'-4" HC12 w/ 5" C.I.P. TOPPING w/ #5 @ 12" o.c.EW FF=+17'-4"HC12 w/ 5" C.I.P. TOPPING w/24RB36
+16'-11"
24RB36
+16'-11"
24RB36
+16'-11"
24RB36
+16'-11"
24RB36
+16'-11"
24RB36
+16'-11"
#5 @ 12" o.c. EW FF=+17'-4"
DT28 w/ 5" C.I.P. TOPPING w/
#5 @ 12" o.c. EW FF=+17'-4"
HC12 w/ 5" C.I.P. TOPPING w/
#5 @ 12" o.c. EW FF=+17'-4"
HC12 w/ 5" C.I.P. TOPPING w/
#5 @ 12" o.c. EW FF=+17'-4"
HC12 w/ 5" C.I.P. TOPPING w/
#5 @ 12" o.c. EW FF=+17'-4"
HC12 w/ 5" C.I.P. TOPPING w/
#5 @ 12" o.c. EW FF=+17'-4"
HC12 w/ 5" C.I.P. TOPPING w/
#5 @ 12" o.c. EW FF=+17'-4"
HC12 w/ 5" C.I.P. TOPPING w/#5 @ 12" o.c. EW FF=+17'-4" HC12 w/ 5" C.I.P. TOPPING w/ #5 @ 12" o.c. EW FF=+17'-4"HC12 w/ 5" C.I.P. TOPPING w/#5 @ 12" o.c. EW FF=+17'-4"HC12 w/ 5" C.I.P. TOPPING w/CONT. HAUNCH ON PC WALLS FORPLANK BRG. T/HAUNCH = +15'-11"CONT. HAUNCH ON PC WALLS FORPLANK BRG. T/HAUNCH = +15'-11"CONT. HAUNCH ON PC WALLS FORPLANK BRG. T/HAUNCH = +14'-7"CONT. HAUNCH ON PC WALLS FORPLANK BRG. T/HAUNCH = +14'-7"CONT. HAUNCH ON PC WALLS FOR
PLANK BRG. T/HAUNCH = +15'-11"
CONT. HAUNCH ON PC WALLS FOR
PLANK BRG. T/HAUNCH = +15'-11"CONT. HAUNCH ON PC WALLS FORPLANK BRG. T/HAUNCH = +15'-11"MECH. SHAFTPC STAIR
LANDING
+12'-0"ELEVATORSHAFT28" PC DOUBLE TEES28" PC DOUBLE TEES3" COMPOSITE TOPPING
w/6x6 W4.0xW4.0 WWF
3" COMPOSITE TOPPING
w/6x6 W4.0xW4.0 WWF
WARP TOPPING/ WASH
AT STAIR LANDING &
DOOR TO MAINTAIN
CROSS SLOPES &
POSITVE DRAINAGE
PCC24x24
PCC24x24WASH LINE WASH LINE
WASH LINE WASH LINEWASH LINEWASH LINE WASH LINEWASH LINE WASH LINEWASH LINE WASH LINE9" PC BRG. WALL 9" PC BRG. WALL 9" PC BRG. WALL9" PC BRG. WALL 9" PC BRG. WALL 9" PC BRG. WALL12" PC BRG. WALL 12" PC BRG. WALLWASH LINEWASH LINETRAN'S RAMPRAMP UP XXXSW -1 SW -1SW -4SW -42
S551
AREA DAREA EDIAPHRAM CHORD
REINFORCING PER
PC SUPPLIER
DIAPHRAM CHORD
REINFORCING PER
PC SUPPLIER
DIAPHRAM CHORD
REINFORCING PER
PC SUPPLIER
DIAPHRAM CHORD
REINFORCING PER
PC SUPPLIER
1/2" STEP IN TOPING
SLAB SLOPE 1/4" PER
FOOT TO OUTER EDGE.
1/2" STEP IN TOPING
SLAB SLOPE 1/4" PER
FOOT TO OUTER EDGE.
2 (2)2X12 PPT, SUPPORT ON (2) 2X6 COLUMN @ WALL EXTENDING DOWN
TO FLOOR OR HEADER BELOW w/ SIMPSON HUC212-2 HANGERS.
3
WOOD FRAMING PLAN KEYNOTES
(3)2X12 PPT, CONNECT TO SUPPORTING BEAM(s), 6X6 COLUMN, OR (3) 2X6 COLUMN @
WALL EXTENDING DOWN TO FLOOR OR HEADER BELOW w/ SIMPSON HUC212-3 HANGERS.
4 2X8 PPT @ 16" O.C. MAX. w/ TREX DECKING PER ARCH. DWGS./SPECS.
CONNECT 2X8's w/ SIMPSON LUS28 HANGERS AT EACH END.
1 2X10 LEDGER SCREWED TO FACE OF EXTERIOR WALL STUDS w/
(3) 0.220 X 4 SIMPSON SDWS SCREWS INTO EACH STUD @ 16" O.C. MAX.
5 6X6 PPT COLUMN w/ ABU66 BASE AT PODIUM LEVEL WELDED TO THE EMBED OR
ABU66 BASE AT FOOTING. USE BC6 CAP/BASE BETWEEN LEVELS.
6 (4)2X10 PPT X 16'-0" LONG, T/BEAM MIN. 1.5" BELOW T/FLOOR TRUSSES (FOR BALCONY BEAMS
PERP. TO FLOOR TRUSSES). REFER TO ARCH. DRWGS. FOR BEAM ELEVATIONS AND DECKING.
CONNECT TO FOURTH FLOOR TRUSS AT BACKSPAN AND SUPPORT ON (4) 2X6 COLUMN AT
WALL. (NOTE: LAYOUT TRUSS WEBS AND VERTICALS TO ACCOMMODATE BACKSPAN.)
7 PROVIDE CONT. CMSTC16 STRAP ON TOP OF THE OSB FLOOR SHEATHING. AND LOCATED
ABOVE THE BALCONY EXTERIOR WALL. STRAP MAY BE SPLICED EQUAL DISTANCE BETWEEN
BALCONIES. WHERE FLOOR FRAMING IS PARALLEL, A FLOOR TRUSS IS TO BE LOCATED
INLINE WITH BALCONY EXTERIOR WALL BELOW THE STRAP. WHERE FLOOR FRAMING IS
PERPENDICULAR, 2X6 BLOCKING IS TO BE LOCATED INLINE WITH BALCONY EXTERIOR WALL
BELOW THE STRAP AND FIT TIGHTLY BETWEEN FLOOR TRUSS TOP CHORDS.
PRECAST FRAMING LEGEND
1. PLAN LEGEND:
FF DENOTES FINISH FLOOR
PC DENOTES PRECAST CONCRETE
CIP DENOTES CAST - IN - PLACE
AE DENOTES AIR - ENTRAINED
T/PC DENOTES TOP OF PRECAST ELEMENT
NOM.
PCC24x24 DENOTES PRECAST COLUMN SIZE
DENOTES NOMINAL THICKNESS OF
TOPPING- ACTUAL THINCKNESS IS
DEPENDEDNT ON THE AMOUNT OF
CAMBER IN PRECAST MEMBER
T/PC+12'-0" DENOTES T/PRECAST (NOT TOPPING
SLAB), OR SLAB ON GRADE ELEVATION
DEFINING SLOPE TO FLOOR DRAINS
2. PRECAST MEMBER IDENTIFICATION:
'PCC' DENOTES PRECAST COLUMN
'IT' DENOTES PRECAST INVERTED TEE BEAM
'LB' DENOTES PRECAST 'L-SHAPED' BEAM
'RB' DENOTES PRECAST RECTANGULAR BEAM
'DT' DENOTES PRECAST DOUBLE TEE
'HC' DENOTES HOLLOW CORE PLANK
PRECAST FRAMING NOTES
1. REFFERENCE THE S000 - SERIES STRUCTURAL NOTES FOR THE BUILDING DESIGN LOADS
AND CRITERIA, GENERAL STRUCTURAL NOTES, COORDINATION WITH OTHER TRADES, ETC.
2. REFERENCE THE LOADING PLANS FOR UNIFORM, CONCENTRATED LINE AND POINT LOADS
TO BE USED IN THE DESIGN OF THE PRECAST CONCRETE FRAMING SYSTEM.
3. REFERENCE THE S400 - SERIES FOR TYPICAL FOUNDATION, FRAMING, AND MASONRY DETAILS.
4. REFERENCE THE S500 - SERIES SECTION DRAWINGS FOR FOUNDATION & STRUCTURAL
SECTIONS.
5. THE DESIGN OF PRECAST COLUMNS, BEAMS, DOUBLE TEES, WALLS, EMBED, INSERTS,
CONNECTIONS, DIAPHRAGM REINFORCING, ETC. TO BE BY THE PRECAST SUPPLIER'S
QUALIFIED ENGINEER/SPECIALTY STRUCTURAL ENGINEER. THE PRECAST STRUCUTRE
SHALL BE DESIGNED TO SUPPORT THE CONSTRUCTION SHOWN ON THE STRUCTURAL
DRAWINGS AND TO SUPPORT THE LOADS INDICATED ON THE LOADING PLANS.
6. THE LAYOUT AND ARRANGEMENT OF ALL PRECAST FRAMING IS SCHEMATIC IN NATURE AND
INTENDED TO CONVEY THE ANTICIPATED SCOPE OF PRECAST STRUCTURE. THE FINAL
LAYOUT AND ARRANGEMENT, SPACING, SIZE AND DPTH OF ALL MEMBERS SHALL BE
DETERMINED BY THE PRECAST SUPPLIER IN CONSULTATION WITH THEIR QUALIFIED
PROFESSIONAL ENGINEER (SPECIALTY STRUCTURAL ENGINEER). THE FRAMING
INFORMATION SHOWN IS NOT MEANT TO BE RESTRICTIVE, NOT TO PREVENT THE PRECAST
SUPPLIER FROM SUGGESTING POTENTIAL COST SAVINGS OR VALUE ENGINEERING
ALTERNATIVES. MAXIMUM DEPTHS LISTED ON THE PLANS SHALL NOT BE EXCEEDED, UNLESS
DETERMINED INSUFFICIENT TO SUPPORT THE SPECIFIED LOADS AND/OR MEET THE
SPECIFIED DEFLECTION LIMITATIONS. MINIMUM CLEARANCES IN PARKING GARAGE DRIVE
AISLES AND PARKING MUST BE MAINTAINED.
7. ALL ELEVATIONS ARE REFERENCED FROM THE FIRST FLOOR FINISH FLOOR ELEVATION, +0'-0"
(USGS 852.0). FINISH FLOOR ELEVATIONS STATED ON THE DRAWINGS ARE TO TOP OF THE TOPPING
SLAB ON PRE PRECAST PODIUM SECTIONS.
8. DIAPHRAGM NOTES:
A) PROVIDE DIAPHRAGM REINGORCING IN SIZE, NUMBER AND LOCATION SHOWN ON THE
PRECAST ERECTION PLAN.
B) FABRICATE DIAPHRAGM REINFORCING IN LONGEST LENGTHS PRACTICAL.
C) LAP SPLICES IN DIAPHRAGM REINFORCING A MINIMUM OF 48 BAR DIAMETERS.
D) FURNISH 90 DEGREE HOOKS AT ALL INSIDE CORNERS.
E) EXTEND REINFORCING A MINIMUM OF 6'-0" PAST INTERSECTING PERPENDICULAR
REINFORCING AT ALL OUTSIDE CORNERS.
F)
G) AT TOPPING SLAB REINFORED WITH REBAR, EXTEND PERPENDICULAR REINFORCING OVER
DIAPHRAGM REINFORCING.
SUPPORT DIAPHRAGM REINFORCING ON CHAIRS/BOLSTERS. MAINTAIN DIAPHRAGM
REINGORCING AS CLOSE TO CENTERED IN THE TOPPING SLAB AS POSSIBLE WHILE
MAINTAINING SPECIFIED MINIMUM COVERAGES. ADJUST HEIGHT OF CHAIRS/BOLSTERS
AS REQUIRED TO ACCOUNT FOR CAMBER IN PRECAST MEMBERS.
K) AT FIRST FLOOR LEVEL, EXTEND W.W.F. OVER TOP OF DIAPHRAGM REINFORCING.
I) AT STEPS IN TOPPING SLABS, FABRCATE DIAPHRAGM REINFORCING WITH
SLOPES/BENDS, OR PROVIDE ADDITIONAL DIAPHRAGM CONTINUITY REINFORCING AT
STEPS IN TOPPING SLABS.
J) PROVIDE #4 x 5'-0" LONG DIAGONAL BARS AT CORNERS OF OPENINGS IN TOPPING SLABS
AND AT ALL COLUMNS THAT PENETRATE THE TOPPING.ARCHITECTCLIENT PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS ENGINEERTHE SIGNATURECARMELCARMEL, INSECOND FLOORFRAMING PLAN -AREA D20010
4/23/2021
PERMIT SET
S102D
1/8" = 1'-0" 1 SECOND FLOOR FRAMING PLAN - AREA D
NORTH10/12/21