HomeMy WebLinkAboutB17-0340_S-200-1_1507837288.pdfA
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NOTES:
1. ALL BENDS SHALL BE MADE COLD
2. #14 & #18 BARS SHALL BE BEND TESTED &
LAB APPROVED PRIOR TO BENDING
STANDARD BENDS
90° HOOK (#3-#5)
d
3" MIN
6d
TYPICAL REINFORCING BENDS
STIRRUP/TIE BENDS
180° HOOK (#3-#8)
D2
1
6
MAX OFFSET BEND
D1
#3 - #8 6d
#9 - #11 8d
90° HOOK (#6-#8)
d
12d
D2
135° HOOK (#3-#8)
d
3"MIN6dD2
90° HOOK
d
12d
D1
180° HOOK
d 2 1/2" MIN
4d
D1
#3 - #5 4d
#6 - #8 6d
D2
d
D2
2 1/2" MIN
4d
4
1
1
2
3
4
5
1'-4"
6" 5
2
4'-0"
3
5'-0" 2"
KEYNOTES:
FILL HOLE WITH CONCRETE
6" STD PIPE FILL WITH CONCRETE. PAINT SAFETY YELLOW
3/4" CHAMFER, SLOPE TOP AWAY FROM PIPE
ROUND TOP SURFACE
MECHANICALLY COMPACT THE TOP 24" OF EARTH AROUND
FOUNDATION AFTER CONCRETE HAS CURED AT LEAST 48 HOURS
~
1/4" PREFORMED JOINT
FILLER, FULL SLAB
DEPTH, FILLER SHALL
NOT PROTRUDE ABOVE
SLAB
JOINT SEALANT,
SEE ARCH
ADD 1/2 NUMBER OF
BARS INTERRUPTED
BY OPENING PLUS 1,
SPACE AT 3" OC
DETAIL SIMILAR
FOR CIRCULAR
OPENINGS
NOTES:
1. DETAIL APPLIES UNLESS REINFORCING IS SPECIFICALLY DETAILED ON THE DRAWINGS
2. 2. HOOK BARS WITH STANDARD HOOK WHERE LTS CANNOT BE ACHIEVED
H, 3'-0" MAX TYP
LTS + H
TYPICAL OPENING (WALL ELEVATION)
MAX D=0.3T OR 2"
WHICHEVER IS SMALLER
D = OUTSIDE DIAMETER
CLEAR
3D (12" MIN)
NOTES:
1. WHERE CLEAR DISTANCE BETWEEN PIPING/CONDUIT CAN NOT BE ACHIEVED AS
SHOWN, STRUCTURAL ENGINEER OF RECORD SHALL BE NOTIFIED FOR REVIEW
2. IN WALL PIPING/CONDUITS GREATER THAN [0.3T] SHALL BE SUBMITTED FOR REVIEW
3. LOCATE PIPING/CONDUITS WITHIN MIDDLE THIRD (T/3) OF WALL
AT PIPING OR CONDUIT
(WALL SECTION)
D NOTE 1
MAX
12"NOTE 1 ALIGN
PENETRATIONS
VERTICALLY AND
HORIZONTALLY
EDGE OF WALL
(BOTTOM,
OPENING, ETC.)
NOTES:
1. GREATER OF 2xD AND 12", WHERE CLEAR DISTANCE IS NOT ACHIEVABLE, TREAT
AREA AS SINGLE OPENING REINFORCED PER "TYPICAL OPENING" DETAIL
2. DO NOT CORE OPENINGS, SLEEVE OPENINGS PRIOR TO PLACING CONCRETE
3. DO NOT CUT REBAR AT PENETRATION LOCATIONS. REBAR MAY BE MOVED 8" MAX TO
ACCOMMODATE PENETRATIONS
4. SCHEDULE 40 STEEL SLEEVES SHALL BE USED IN CRITICAL AREAS OF THE WALL AND
SLABS AS DETERMINED BY STRUCTURAL ENGINEER OF RECORD
EDGES, TYP
12" FROM ALL
TYP EACH WAY
2" CLR TO REINFORCING,
NOTE 2
AT OPENINGS 12" OR LESS
(WALL ELEVATION)
T
TYP
LTS+W W, 3'-0" MAX 3" TYP
2ND POUR
1ST POUR
EXTEND
REINFORCING
THROUGH JOINT
NOTE:
1. PROVIDE TOOLED JOINT OR SAW CUT AS SOON AS THE CONCRETE HAS
HARDENED SUFFICIENTLY TO PERMIT CUTTING WITHOUT CHIPPING, SPALLING,
OR TEARING (BUT NOT MORE THAN 12 HOURS AFTER CASTING)
LAP (2) MESH
PANELS OR LTS
NOTE 1
SLAB REINFORCING
#4xCONT EACH
SIDE OF JOINT
2
1
CONSTRUCTION JOINT
CONTROL JOINT
AT T < 6"
AT T ≥ 6"
6"
T/4
T
6"
2x4xCONT KEY,
CHAMFER EDGES AT
CONTRACTOR'S
OPTION, CENTER IN
SLAB DEPTH
PLAN AT PILASTER
PLAN AT COLUMN
CONTROL JOINT OR
CONSTRUCTION JOINT
CL COL
TOOLED
JOINT, TYP
COLUMN FACE
COLUMN,
SEE PLAN FOR
SHAPE
ISOLATION JOINT,
TYP
CONCRETE
ENCASEMENT TO
COVER COL BASE
SECTION AT COLUMN
COLUMN OR
PILASTER
CONSTRUCTION
JOINT
DIAMOND OR
ROUND
BLOCKOUT
4" MIN
S-200-1
3
T/FOUNDATION
NOTES:
1. DETAIL APPLIES FOR ALL OPNGS IN SOG'S AND TOPPING SLABS
2. REINF NOT REQUIRED AT OPNGS SMALLER THAN 10"x10"
3. SEE OTHER DTLS FOR REINF AT OPNGS IN CONC WALLS, CONC STR SLABS, AND
METAL DECK SLABS
OPENING
RE-ENTRANT CORNER:
DIAG BARS
2'-0" TYP
TYP
1 1/2"
TYP
3"
(2) BARS EACH SIDE
CENTERED IN SLAB.
MATCH SLAB REINF
SIZE (#4 MIN)
NOTES:
1. SEE ARCHITECT FOR SIZE, THICKNESS, AND LOCATIONS
2. WWR TO MATCH THAT OF SLAB OR 6x6-W2.9xW2.9 WHERE SLAB WWR NOT IDENTIFIED
WWR 6x6-
W2.9xW2.9
#4@16" OC, CIP
DRILL AND EPOXY
AT CONTRACTOR'S
OPTION
EQUIPMENT PAD
1'-0" MAX
2" CLEAR
1"
#4 AT
PERIMETER
EXCEED 8"
NEED NOT
1" CLEAR
3'-0"
#4x @12" TOP,
A706 FIELD BENT AT
CONTRACTOR'S
OPTION
#4x5'-0"@12",
EPOXY COATED,
CTRD ON
WALL/GRADE
BEAM
TYPICAL
3'-0"
WALL ELEVATION
LAP BARS TO
MATCH TOP
REINFORCING
UNO
8"
LTS+16"
2" TOP REINFORCING
BEARING, TYP
3 1/2" MIN
8"
UNO 8" 1
1
(2) #4xCONT
3" CLR
MIN
9 1/8"
MIN
8"
1'-0"
#4@18", DRILL
AND EPOXY
INTO EXISTING
SLAB
6"
2'-0"
NOTE:
1. TYPICAL SLAB REINFORCING NOT SHOWN
SLAB CONNECTION TO
(E) WALL SEE
(E) SLAB
4" TYP
T/WALL
SEE PLAN
1 1/2" (2) #4 ADHESIVE ANCHORS
TO MATCH FOOTING
REINFORCEMENT
(2) #4 ADHESIVE ANCHORS
TOP AND BOTTOM
CENTER IN STEM WALL
(4 TOTAL IN WALL)
T/FTG
SEE PLAN
6" 1 1/2" 6" 1'-5"
1'-5" MIN
(E) WALL
19/S-200-1
NO SCALE
10
REINFORCING DEVELOPMENT, PLACEMENT, AND BEND INFO
SLABS OR WALLS NOT EXPOSED TO EARTH OR WEATHER 1
JOISTS 1 1/2
COLUMNS, GIRDERS, AND BEAMS 1 1/2
CONCRETE PLACED ON VOID FORMS WITH MASONITE OR PLYWOOD COVERING 2
CONCRETE PLACED IN FORMS, EXPOSED TO WEATHER OR EARTH 2
CONCRETE PLACED AGAINST EARTH 3
CASE COVER (IN)
REBAR COVER TABLE
1. SCHEDULED HOOK EMBEDMENT LENGTHS ASSUME:
A. SIDE COVER IS 2 1/2 INCHES OR GREATER
B. COVER BEYOND IS 2 INCHES OR GREATER
2. IF REINFORCING IS SPECIFIED AS EPOXY COATED, INCREASE SCHEDULED LENGTHS BY 20%
3. IF LIGHTWEIGHT AGGREGATE IS SPECIFIED, INCREASE SCHEDULED LENGTHS BY 30%
4. IF SIDE COVER IS LESS THAN 2 1/2 INCHES, INCREASE LENGTHS BY 40%
HOOK EMBEDMENT NOTES:
1. IF REINFORCING IS SPECIFIED AS EPOXY COATED, INCREASE SCHEDULED LENGTHS BY 50%
2. IF LIGHTWEIGHT AGGREGATE IS SPECIFIED, INCREASE SCHEDULED LAP BY LENGTHS 30%
3. SCHEDULED LENGTHS ASSUME:
A. CLEAR COVER IS GREATER THAN 1.5xBAR DIAMETER, BUT NOT LESS THAN 3/4"
B. CLEAR SPACING BETWEEN BARS IS GREATER THAN 2 BAR DIAMETERS
C. IF EITHER CONDITION A OR B IS NOT MET FOR A GIVEN BAR, INCREASE LENGTHS BY 50%
4. LENGTHS NOTED BASED ON Fy = 60,000 PSI. FOR OTHER YIELD STRENGTHS, MULTIPLY LENGTHS NOTED BY Fy/60,000
5. IF DEVELOPMENT OR LAP LENGTH IS SHOWN, BUT CANNOT BE ACHIEVED, EXTEND BAR TO FAR FACE (LESS 2" COVER) OF CONCRETE
ADJUSTMENTS TO GIVEN LENGTHS:
1. ALL SPLICES SHALL BE WIRED IN CONTACT. TOP AND BOTTOM BEAM SPLICES SHALL BE STACKED VERTICALLY
2. ALL SPLICES ARE 'LTS' UNLESS NOTED OTHERWISE
3. SMALLER BAR LAP LENGTH SHALL BE USED WHEN SPLICING DIFFERENT SIZED BARS
A. COMPRESSION LAP LENGTH SHALL NOT BE LESS THAN 'LCE' OF THE LARGER BAR
B. TENSION LAP LENGTH SHALL NOT BE LESS THAN 'LTE' OF THE LARGER BAR
4. LAP LENGTHS SPECIFICALLY DETAILED ON DRAWINGS SHALL GOVERN IN LIEU OF LAP LENGTHS SCHEDULED
5. BUNDLED BAR SPLICES:
A. INDIVIDUAL BAR SPLICES WITHIN THE BUNDLE SHALL BE STAGGERED
B. INCREASE LAP LENGTH 20% FOR A 3 BAR BUNDLE
C. INCREASE LAP LENGTH 33% FOR A 4 BAR BUNDLE
6. IF A NOTE OR DETAIL CALLS FOR A BAR TO BE EMBEDDED Ld (DEVELOPMENT LENGTH) INTO CONCRETE, THIS LENGTH SHALL CORRESPOND TO A 'LTE' LAP
LAP SPLICE NOTES:
1. 'LCE' = COMPRESSION EMBEDMENT LENGTH
'LCS' = COMPRESSION LAP SPLICE LENGTH
'LDH' = HOOK DEVELOPMENT LENGTH
'LTE' = TENSION EMBEDMENT LENGTH
'LTS' = TENSION LAP SPLICE LENGTH
2. 'TOP' BARS ARE HORIZONTAL BARS PLACED SUCH THAT MORE THAN 12 IN OF FRESH CONCRETE IS CAST BELOW THE BAR
3. ALL BARS THAT ARE NOT 'TOP' BARS ARE 'OTHER' BARS
4. UNLESS NOTED OTHERWISE, ALL HOOK BARS SHALL EXTEND TO THE FAR FACE (LESS 2" COVER)
GENERAL NOTES:
#11 #36 31 43 22 101 77 131 100 27 43 19 87 67 113 87 26 43 17 78 60 101 78
#10 #32 28 38 20 91 70 118 90 24 38 17 79 60 102 78 23 38 15 70 54 91 70
#9 #29 25 34 18 81 62 105 80 22 34 15 70 54 91 70 21 34 13 63 48 81 62
#8 #25 22 30 15 72 55 93 71 19 30 13 62 47 80 62 18 30 12 55 42 72 55
#7 #22 19 27 13 63 48 81 62 17 27 12 54 42 70 54 16 27 11 49 37 63 48
#6 #19 17 23 12 43 33 56 43 15 23 11 37 28 48 37 14 23 9 33 25 43 33
#5 #16 14 19 10 36 27 46 36 12 19 8 31 24 40 31 12 19 8 28 21 36 28
#4 #13 11 15 8 29 22 37 28 10 15 7 25 19 32 25 9 15 6 22 17 29 22
#3 #10 9 12 6 22 16 28 21 8 12 6 19 14 24 18 8 12 6 17 13 22 17
LCE LCS LDH
LTE
TOP
LTE
OTHER
LTS
TOP
LTS
OTHER
LCE LCS LDH
LTE
TOP
LTE
OTHER
LTS
TOP
LTS
OTHER
LCE LCS LDH
LTE
TOP
LTE
OTHER
LTS
TOP
LTS
OTHER
COMP TENSION COMP TENSION COMP TENSION
BAR SIZE
(IN-LB)
BAR SIZE
(METRIC)
F'c = 3,000 PSI THRU 3,500 PSI F'c = 4,000 PSI F'c = 5,000 PSI
LAP SPLICE AND DEVELOPMENT LENGTH SCHEDULE (INCHES)
NO SCALE
14
TYP SITE BOLLARD
NO SCALE
3
TYP SOG ISOLATION JOINT
NO SCALE
12 CAST IN PLACE WALL PENETRATIONS
NO SCALE
7
SLAB-ON-GRADE JOINTS
NO SCALE
11 SOG BLOCKOUT AT
COLUMN/PILASTER
NO SCALE
15
TYP TRIM REINF
2901 Blake Street, Suite 100
Denver, CO 80205
303.861.8555
Denver
1
A
B
C
D
E
2 3 4 5 6
A
B
C
D
E
1 2 3 4 5 6
DPA Project:
Sheet Number:
COPYRIGHT - DAVIS PARTNERSHIP,
P.C.
Sheet Title:
Revisions Date
Sheet Information
Project Information
Issuance
Consultant
EAST
WING
ENABLING
6/30/2017
2:53:57 PM
16.0188.S.01
S-200-1
CONCRETE DETAILS
06/30/17
PERMIT VAIL
VALLEY
MEDICAL
CENTER
180 S. Frontage
Road
West,
Vail, CO 81657
NO SCALE
16 SLAB-ON-GRADE EQUIPMENT PAD
NO SCALE
17
TYP SOG EXT THRESHOLD
NO SCALE
18
SOG DOWN-TURNED EDGE
3/4" = 1'-0"
19
SOG DOWEL TO EXISTING
3/4" = 1'-0"
20 STEM WALL DOWEL TO (E) WALL
6/30/17
10/12/17