HomeMy WebLinkAboutS104CUP
DN SA1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1A1A1 A1 A1 A1 A1 A1 A1 A1B4B3
B3A2A2 A1
A1 B1 B1 S3
S3 A12A12A12A12A12A12AREA CAREA BAREA CAREA BAREA C
AREA D
AREA C
AREA D
18" FLOOR TRUSS@ 24" O.C.18" FLOOR TRUSS@ 24" O.C.18" FLOOR TRUSS@ 24" O.C.18" FLOOR TRUSS@ 24" O.C.18" FLOOR TRUSS@ 24" O.C.18" FLOOR TRUSS
@ 24" O.C.
18" FLOOR TRUSS
@ 24" O.C.
18" FLOOR TRUSS
@ 24" O.C.
18" FLOOR TRUSS
@ 24" O.C.
18" FLOOR TRUSS
@ 24" O.C.
18" FLOOR TRUSS
@ 24" O.C.18" FLOOR TRUSS@ 24" O.C.18" FLOOR TRUSS@ 24" O.C.18" FLOOR TRUSS@ 24" O.C.18" FLOOR TRUSS@ 24" O.C.18" FLOOR TRUSS@ 24" O.C.18" FLOOR TRUSS@ 24" O.C.18" FLOOR TRUSS
@ 24" O.C.
18" FLOOR TRUSS
@ 24" O.C.
18" FLOOR TRUSS
@ 24" O.C.
18" FLOOR TRUSS
@ 24" O.C.
18" FLOOR TRUSS
@ 24" O.C.
18" FLOOR TRUSS
@ 24" O.C.
18" FLOOR TRUSS
@ 24" O.C.
18" FLOOR TRUSS
@ 24" O.C.
18" FLOOR TRUSS
@ 24" O.C.
18" FLOOR TRUSS
@ 24" O.C.
18" FLOOR TRUSS
@ 24" O.C.
18" FLOOR TRUSS
@ 24" O.C.C/S C/SSW -XC/S C/SSW -1C/S C/SSW -1C/S C/S
C/S
SW -5
P3
P7
PVPP PG
2x10 @
16 O.C.
2x10 @
16 O.C.
2x10 @
16 O.C.
2x10 @
16 O.C.
2x10 @
16 O.C.
2x10 @
16 O.C.
2x10 @
16 O.C.
2x10 @
16 O.C.
2x10 @
16 O.C.
2x10 @
16 O.C.
2x10 @
16 O.C.
2x10 @
16 O.C.2x10 @16 O.C.2x10 @16 O.C.2x10 @16 O.C.2x10 @16 O.C.2x10 @16 O.C.2x10 @16 O.C.2x10 @16 O.C.2x10 @16 O.C.3
4
3
5
5
5
2
1
2
3
4
5
5
1
2
4 3 5
2
1
4 3 5
2
1
4 3 5
2
5
2
1
3 4 35 55
2 2
1
3 4 35 55
22
1
11
1 1 1 1 111 1
1
3
1
1
1
4
3
5
5
2
1
2
1
3
2
1
3 5
1
1
4
1
7
7
7
7
7
7
7
7
7 7 7 7 7 7
7
1
36 6
3" 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
PCC24x24
PCC24x24
WASH LINE
WASH LINE WASH LINEWASH LINEWASH LINEWASH LINE WASH LINEWASH LINEWASH LINE9" PC BRG. WALL9" PC BRG. WALL 9" PC BRG. WALL 9" PC BRG. WALL9" PC BRG. WALL9" PC BRG. WALL 9" PC BRG. WALL 9" PC BRG. WALL12" PC BRG. WALL 12" PC BRG. WALL 12" PC BRG. WALLRAMP DOWN XXXPCC24x24
2
S551
15
S551
15
S551
5
S552
5
S552
4
S551
1
S551
2
S551
2
S551
2
S551
4
S551
4
S551
4
S551
4
S551
4
S551
4
S551
1
S551
2
S551
2
S551
2
S551
2
S551
2
S551
2
S551
6
S551
4
S551
5
S552
4
S551
4
S551
4
S551
4
S551
4
S551
4
S551
4
S551
2
S551
6
S551
8
S551
8
S551
8
S551
8
S551
8
S551
4
S551
15
S551
15
S551
15
S551
15
S551
14
S551
15
S551
15
S551
15
S551
15
S551
15
S551
15
S551
15
S551
15
S551
15
S551
15
S551
15
S551
15
S551
2
S551
8
S551
8
S551
GIRDER FLOOR
FRAMING AROUND
CHASE.
4
S553
4
S553
3
S553
4
S553
4
S553
4
S553
4
S553
4
S553
4
S553
4
S553
4
S553
4
S553
4
S553
3
S553 28" PC DOUBLE TEES28" PC DOUBLE TEESTRAN'S RAMP28" PC DOUBLE TEESTRAN'S RAMP28" PC DOUBLE TEESELEVATOR
SHAFT
MECH. SHAFTPC STAIR
LANDING
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.
SW-X
DENOTES OSB SHEATHED SHEAR WALLS. REFERENCE
"SHEAR WALL SCHEDULE" ON SHEET S003.
DENOTES LOCATION OF SHEAR WALL CHORD STUDS AT THE
END OF THE SHEAR WALL & THE LOCATION OF THE
HOLDOWN OR STRAP HARDWARE ON THOSE CHORD STUDS.
REFERENCE "SHEAR WALL SCHEDULE" ON SHEET S003.
DENOTES WOOD WALL OPENING HEADER.
REFERENCE "HEADER SCHEDULE" ON SHEET S003.
SEE STUD SPACING AND HEADER PLANS FOR ALL
HEADERS NOT LABELED ON PLAN.
DENOTES WOOD ROOF TRUSS
DENOTES WOOD BEAM
6 -(2) 8/12/16/16
STUD SPACING ON 1ST/2ND/3RD/4TH WOOD LEVELS REF.
STUD SPACING PLAN AND HEADER PLANS.
DOUBLE STUDS AT INDICATED SPACING
WALL STUD SIZE
H-X
FRAMING PLAN LEGEND:
C/S
C/S C/S
WOOD FLOOR FRAMING PLAN NOTES
1. REF. S000 SHEETS FOR STRUCTURAL NOTES, DESIGN DATA AND SCHEDULES.
2. REFERENCE THE ARCH. PLANS FOR LAYOUT OF ALL WALLS, OPENINGS, WALL TYPES,
ETC. VERIFY ALL DIMENSIONS PRIOR TO DESIGN OF WALL PANELS & IMMEDIATELY
NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES.
3. REFER TO THE HEADER SCHEDULE FOR HEADERS CALLED OUT ON FRAMING PLANS.
REFER TO THE FRAMING PLANS FOR STUD SIZE & SPACING OF BEARING WALLS. IF NOT
SHOWN OTHERWISE, STUDS ARE TO BE #2 SPF WITH STUD SPACING 16" O/C MAXIMUM.
WALL PLATES ARE TO BE #2 SPF. IF NOT SHOWN OTHERWISE, BEARING WALL HEADERS
ARE TO BE #2 SOUTHERN PINE (SP). SPF(S) IS NOT SPF AND MAY NOT BE USED.
4. THE GENERAL WOOD WALL DETAILS SHOW THE HEADERS AT THE TOP OF THE WALL.
WHERE THERE ARE TALL WALLS SUCH AS WALLS THAT INCORPORATE A ROOF PARAPET
ABOVE, OR 2 STORY WALLS, OR CEILING HEIGHTS OVER 11', THE HEADER WILL BE AT
THE TOP OF THE OPENING. SUCH TALL WALLS WILL GENERALLY REQUIRE EXTRA KING
STUDS AS INDICATED IN PLAN, SCHEDULE, OR DETAIL.
5. UNLESS OTHERWISE NOTED ON PLAN OR DETAIL, ANCHOR WOOD WALL PLATES TO THE
CONCRETE FOUNDATION USING SIMPSON STRONG TIE TITEN HD HEAVY DUTY SCREW
ANCHORS. SPACE ANCHORS AT 48" O/C FOR LOAD-BEARING AND NON-LOAD-BEARING
WALLS. FOR SHEAR WALLS SEE THE SHEAR WALL SCHEDULE. FOR NON-STRUCTURAL
WALLS W/ ONLY A SLAB BELOW USE THE MIN. REQUIREMENT OF THE CODE.
6. SHEAR WALL HARDWARE (CTS SYSTEM) IS CONTINUOUS VERTICALLY. CHORD STUDS AT
THE HARDWARE LOCATION MUST STACK DIRECTLY IN LINE FOR THE FULL HEIGHT OF
THE BUILDING. SEE DETAIL 10/S451. THIS MAY CAUSE SOME CHORD STUD AND
HARDWARE LOCATIONS TO BE DICTATED BY THE LOCATION OF A WALL OPENING IN A
WALL ABOVE OR BELOW THE LEVEL WHERE THE CHORD STUD AND HARDWARE
OCCURS. PAY CAREFUL ATTENTION TO OPENING LOCATIONS ON ALL LEVELS IN
LOCATING CHORD STUD AND HARDWARE. KEEP FLOOR TRUSSES OUT OF THE
HARDWARE PATH.
7. SHEAR WALLS WITH ELECTRICAL PANELS OR RECESSED MEDICINE CABINETS MUST
HAVE THE STRUCTURAL WOOD SHEATHING ON THE OPPOSITE SIDE FROM THE FACE OF
THE ELECTRICAL PANEL OR RECESSED MEDICINE CABINET SO THAT NO WOOD
SHEATHING IS REMOVED DURING THE INSTALLATION OF THE ELECTRICAL PANEL OR
RECESSED MEDICINE CABINET. THE CONTINUITY OF THE SHEAR WALL SHEATHING IS
ESSENTIAL. ANYTHING THAT CREATES A HOLE IN THE SHEAR WALL SHEATHING LARGER
THAN A TYPICAL ELECTRICAL BOX OR WATER LINE IS NOT ACCEPTABLE & MUST BE
REPAIRED.
8. IN BEARING WALLS WITH A NARROW STUD SPACING, THE SPACE BETWEEN STUDS MAY
BE LESS THAN THE REQUIRED WIDTH FOR THE INSTALLATION OF AN ELECTRICAL PANEL,
PASSAGE OF A DUCT, ETC. WHERE THIS OCCURS, A DOUBLE STUD MAY BE ADDED EACH
SIDE TO CREATE A SPACE UP TO 14.5" BETWEEN STUDS IN 8" o/c WALLS, OR A SPACE UP
TO 17" WIDE BETWEEN STUDS IN 12" o/c WALLS. IF A WIDER SPACE IS REQUIRED, A
HEADER WILL BE NEEDED. SEE HEADER SCHEDULE & ITS FOOTNOTES.
9. 2X_ STUD BEARING WALLS SHALL HAVE STUD SPACING AS INDICATED ON THE PLANS. IF
NOT SHOWN 16" O/C SHALL BE USED. WHERE A BEARING WALL IS A STAGGERED STUD
WALL, STUD SPACING WILL BE 16" O/C ON EACH FACE OF THE WALL.
10. THE BALLOON FRAMING OF EXTERIOR WALLS PARALLEL TO THE FLOOR TRUSSES TO
THE BOTTOM OF THE FLOOR DECK ABOVE IS REQUIRED.
11. AT BEARING OF ALL GIRDER TRUSSES, TRUSS MANUFACTURER SHALL PROVIDE THE
WALL PANEL MANUFACTURER THE LOADS/REACTIONS OF ALL GIRDER TRUSSES. THE
WALL PANEL MANUFACTURER SHALL INSTALL SUFFICIENT COLUMNS/STUDS TO
SUPPORT ALL SUCH LOADS FROM THE GIRDER TRUSS BEARING DOWN TO A BEAM OR
SLAB/FOUNDATION BELOW. THE CONTRACTOR SHALL ENSURE THE PRESENCE OF SUCH
COLUMNS/STUDS. SIMILARLY, WHERE WALLS ARE FIELD-FRAMED, THE FRAMING
CONTRACTOR SHALL INSTALL THE COLUMNS/STUDS FOR SUPPORT OF GIRDER
TRUSSES. AS A MINIMUM THE NUMBER OF JACK STUDS SHOWN SHALL BE USED OR IF
NOT SHOWN USE ONE STUD MORE THAN THE NUMBER OF GIRDER PLIES.
12. SUBFLOOR TO BE 3/4" APA-RATED SUBFLOOR WITH TONGUE & GROOVE EDGES. GLUE &
NAIL TO FLOOR MEMBERS. ALL FLOORS TO RECEIVE 1.5"+/- SELF-LEVELING, CEMENT-
BASED UNDERLAYMENT, REF. SPECIFICATIONS.
13. ALL FLOOR TRUSSES SHALL BE SINGLE PLY, SINGLE CHORD, & 24" o/c U.N.O. THE TRUSS
SUPPLIER SHALL NOT USE MULTIPLE PLIES, MULTIPLE CHORDS, OR A TRUSS SPACING
OTHER THAN THOSE SHOWN UNLESS THE TRUSS SUPPLIER COORDINATES WITH, AND
RECEIVES THE APPROVAL OF THE MECHANICAL, ELECTRICAL, AND PLUMBING
CONTRACTORS.
14. ALL FLOOR TRUSSES THAT CAN BE WILL BE SYMMETRICAL. CENTER CHASES NOT FOR
THE PASSAGE OF BALCONY CANTILEVER BEAMS NEED NOT BE SYMMETRICAL.
15. THE USE OF A FLOOR TRUSS TOP CHORD STANDARD PANEL LENGTH OF LESS THAN THE
INDUSTRY TYPICAL 30" SHALL NOT BE ALLOWED UNLESS THE TRUSS SUPPLIER
COORDINATES WITH, AND RECEIVES THE APPROVAL OF THE MECHANICAL, ELECTRICAL,
AND PLUMBING CONTRACTORS.
16. TO THE EXTENT POSSIBLE, GIRDER FLOOR TRUSSES SHALL HAVE MATCHING WEBS WITH
THE ADJACENT FLOOR TRUSSES ALLOWING FOR EASE IN MEP INSTALLATION.
17. SEE THE ARCHITECTURAL DETAILS FOR ROOF TRUSS PROFILES (HEEL HEIGHTS,
PITCHES, PARAPET DETAILS, ETC.).
18. WHEN SHOWN ON BUILDING OVERALL FRAMING PLANS, UNIT LABELS ARE FOR UNIT
BELOW FLOOR & ROOF FRAMING SHOWN.
19. ALL SHEAR WALLS SHALL BE USED AS BEARING FOR FLOOR & ROOF TRUSSES WHEN
NOT PARALLEL TO THE TRUSSES.
20. WHILE MOST ROOF AND FLOOR DIAPHRAGMS ARE NOT FULLY BLOCKED (SEE FRAMING
PLAN FOR ANY FULLY BLOCKED AREAS), ANY CHANGES IN FRAMING DIRECTION OR
CONTINUOUS CUTS IN THE SHEATHING (SUCH AS AT ROOF VALLEY LINES) MUST BE
BLOCKED WITH THE SHEATHING EDGES FASTENED TO THE SAME MEMBER/BLOCKING
USING EDGE NAILING.
21. THE TRUSS SUPPLIER MUST COORDINATE WITH M.E.P. AND SPRINKLER CONTRACTORS
IN REGARD TO THE LOCATION AND WEIGHT OF ALL WATER SUPPLY MAINS AND
SPRINKLER MAINS. THE TRUSSES WILL BE DESIGNED TO SUPPORT THE WEIGHT OF
THESE POINT LOADS IN ADDITION TO OTHER LOADS AS SPECIFIED ON THESE PLANS. THE
SPACING OF SUPPORTS FOR THESE LINES WILL BE AN IMPORTANT CONSIDERATION IN
THE DESIGN OF THE TRUSSES FOR THE MAIN SUPPORT. SEE THE "SUPPLY MAIN
SUPPORT DETAIL".
22. WHERE HOLDOWNS ARE USED, THE FRAMER OR WALL PANEL SUPPLIER MUST
CONSIDER THE LOCATIONS OF ALL SHEAR WALL HOLDOWNS AND CREATE A FULL STUD
SPACE ADJACENT TO THE SHEAR WALL CHORD STUDS FOR THE INSTALLATION OF THE
OLDOWN.
23. ALL CONTRACTORS ARE REQUIRED TO COORDINATE THEIR WORK WITH ALL DISCIPLINES
TO AVOID CONFLICTS. THE MECHANICAL, ELECTRICAL, AND PLUMBING ASPECTS ARE
NOT IN THE SCOPE OF THESE DRAWINGS. THEREFORE, ALL REQUIRED MATERIALS AND
WORK MAY NOT BE INDICATED.
24. BEAMS INDICATED TO BE LVL MATERIAL, WILL BE TRUSJOIST "2.0E MICROLAM LVL" OR
BETTER, UNLESS NOTED OTHERWISE.
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, INFOURTH FLOORFRAMING PLAN -AREA C20010
4/23/2021
PERMIT SET
S104C
1/8" = 1'-0" 1 FOURTH FLOOR FRAMING PLAN - AREA C
NORTH
10/12/21