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HEADER SCHEDULE
[EXTERIOR WALL FRAMING)
FIRST FLOOR
OPENING HEADER/SILL JAMB
0'-0" TO S'-0' (2) BOOS200-54 (2) 80OS200-54
8'-1" TO 12'-0" (2) BOOS200-68 (2) BOOS200-68
17-1' TO 16'-0" HSS&BxY HSS8x3xy4
SECOND FLOOR AND ABOVE
0'-0" TO 6'-0" 1 (2) 600S162-54 (2) 600S162-54
t,Tb HW1LK bUIEWLt NVILN
1. Web stiffeners required at each end of CFS headers.
2. CFS Headers are boxed sections, see details.
3. CFS dombe are back to back sections, see details.
HEADER SCHEDULE
[INTERIOR WALL FRAMING!
OPENING HEADER JAMB
0'-0" TO 8'-0' (2) 6065162-33 MIN (2) 362S162-33 (16'-0' MAX HGT)
MIN (2) 6GOS162-33 (20'-0" MAX HOT)
8'-1" TO 10'-0" (2) 8005162-33 MIN (2) 3625162-33 (14'-0" MAX HGT)
MIN (2) 6005162-33 (20'-0" MAX HGT)
10'-1" TO 12'-0" (2) 10005162-54 MIN (2) 3625162-33 (14'-0" MAX HGT)
MIN (2) 8GOS162-33 (20'-0" MAX HGT)
12'-1' TO 16'-0" (2) 120OS162-54 MIN (2) 60OS162-33 (14'-0" MAX HGT)
MIN (2) 800$162-54 (20'-0" MAX HGT)
CFS HEADER SCHEDULE NOTES:
1. Web stiffeners required at each end of headers.
2. Headers are boxed sections, see details.
3. Jambs are back to back sections, see details.
4. Schedule is for interior, non -load bearing walls.
CONCRETE COLUMN SCHEDULE
MARK SIZE I REINFORCING TIES REMARKS
C2828 28" x 28" 1 (12) 18 13 O 9" OC SEE DETAIL 17/SB403
CONCRETE COLUMN SCHEDULE N07M
1. Provide 2" concrete cover over ties
MAT SCHEDULE
MARK THICKNESS REINF (TOP) REINF MOTT) COMMENTS
MAT 1 24" j15 O 12" EW /6 O 12" EW P18's O 10'-0" OC MAX; MIN (2)
Per Woll
MAT SCHEDULE NOTES
1. P18 indicates standard 18"0 pile. See 13/SB403 fa pile reinforcing
SLAB SCHEDULE
GRADE BEAM SCHEDULE
MARK
SIZE (W x D)
REINFORCEMENT
COMMENTS
REINF
24" z 12'
MARK
DECK TYPE
t Concrete
p��
Remarks
Batt
OpCING
Tenp
(4) its ThB, #4 TIES 0 24"
EMBED CONT BARS 3D' MIN INTO
PILE CAPS, STEP BARS OVER P18
PILES WHERE REQUIRED
;Class B
Bar Size
Hook Length
si
N/A
N/A
10"
/5 012- OC
06 0 12" OC
/4 0 10" OC
Hook top bars
6 In
_ S2
20GA, 2'
COMPOSITE
31¢'
5Jf"
66 - W2.ixW2.1 WAF
N/A
GALVANIZEDD
TEMPERATURE.31- OR .3L1 .31- OR .311
-A
25 in
STD HOOK !1 BARS, TYP GREATER) (( )
32 in
94" CLR
w
! '19m
25� g"
5
10 In
L = CLEAR SPAN Li
31 in
40 in,
24 In -
TYPICAL SLAB REINFORCING
3. In
SCALE: NTS
TOP STEEL #4 0 10" x 16'-0"
37 in
6" TYP
L MAIN SUB REINF
48 m
TEMPERATURE
I 29 m
BARS
7
SLAB Y SHORTER 120' TYPI BEAM SPANS
1_. in
SCALE: NTS
54 in
liI1NJC UL"M b1,Tw m NV I=
1. P18 Indicates 18" did auger cost pile. See 13/SB403 for pile reinforcing.
GRADE BEAM SCHEDULE
MARK
SIZE (W x D)
REINFORCEMENT
COMMENTS
G81
24" z 12'
(3) /7 TIB j3 TIES 0 9' OC
SEE 14/SB403
GB2 - GB4
NOT USED
NOT USED
NOT USED
GB5
36' x 20"
(4) its ThB, #4 TIES 0 24"
EMBED CONT BARS 3D' MIN INTO
PILE CAPS, STEP BARS OVER P18
PILES WHERE REQUIRED
liI1NJC UL"M b1,Tw m NV I=
1. P18 Indicates 18" did auger cost pile. See 13/SB403 for pile reinforcing.
NOTE:
LENGTHS SHOWN IN TABLE ARE STANDARD FOR THIS PROJECT. SHORTER
LENGTHS WILL BE CONSIDERED IN SPECIRC LOCATIONS IF LOCAL
CONDITIONS WARRANT REDUCTIONS. CONTRACTOR SHALL INDICATE
REDUCED LENGTHS ON THE SHOP DRAWINGS AND REQUEST REVIEW BY
ENGINEER OR RECORD.
MASONRY WALL SCHEDULE
LAP LENGTHS - 4000 psi CONCRETE, UNCOATED BARS
REINFORCING
VERTICAL
MWB 8" CMU
Top Bars
DOUBLE LAYER
C Wide, multiples to match wall thickness. Scared to match
Other Baro:
wall bond pattern.
6'-9' TO 10'-0'
Concrete Bond Beam Lintel Block, hued with concrete or
Standard
Development
Class A
Class B
Develapmentl
Gass A
;Class B
Bar Size
Hook Length
Length, Ld
Splice
Spice
Length, Ld
Splice
Splice
3
6 In
191r
19 in
24 In
14 In
14 In
1 19 in
flux
25 in
III 25 in
32 in
19m
! '19m
25 in -
5
10 In
31 in
31 in
40 in,
24 In -
24 in
3. In
0
11 in
37 in
37 in
48 m
1 29 in_
I 29 m
1 37 m
7
1_. in
541n
54 in
n n
I 42 in
421n
�.. 54 m
6
15 m
62 In
62 in
8+' :n
48 in
I 48 in
I 62 In
9
17 m
70 in
70 in
91 in
54 in
_
54 m
70m
t0
19 m
r61n
78 in
10. in
60 In
50 in
78 in.
11
22 in
87 in
i 67 in
113m
67 in
67 in
67 in
LAP LENGTHS - 3000 psi CONCRETE, UNCOATED BARS
Top Bars
Other Bars:
Standlard
Davelapmem
Class A
Class 8
Development
Class A
Class B
Ear Size
Hoak Length
Length, Ld
Splice
Splice
Length. Ld
Splice
Splice
_
3
-
7 in
21 in
21 in
28 in
17m
17 in
22 in
- 4
g in
29 in
29 in
37 in
22 in
22 in
29 in
5
11 in
36 in
36 in
47 in --
28 in _--
28 in
- 36 in
6
13 in
9m
43 in
56 in
33 in
33 in
43 in
7-
151n
62 in
62 in
81 in
48 in
48 in
62,
B -
18 in
71 in
71 in
93m
55m
65 in
71 in
_- 9
- 20 in
80 in
80 in -
1051,
62 in
02 in -
81 in
10
22 In
91 In
91 in
178m
70n
70 in
91 in
11
25 in
100 m
100 in
131 in
77;n
77 In
101 in
NOTE:
LENGTHS SHOWN IN TABLE ARE STANDARD FOR THIS PROJECT. SHORTER
LENGTHS WILL BE CONSIDERED IN SPECIRC LOCATIONS IF LOCAL
CONDITIONS WARRANT REDUCTIONS. CONTRACTOR SHALL INDICATE
REDUCED LENGTHS ON THE SHOP DRAWINGS AND REQUEST REVIEW BY
ENGINEER OR RECORD.
MASONRY WALL SCHEDULE
MARK TYPE
REINFORCING
VERTICAL
MWB 8" CMU
#5 0 32' OC
MIIaNINT WALL M,T1LLrltt IRI 1-
1. Grout all cams with rebar solid, unless noted otherwise.
2. Reinforcing steel in bond beams shall be continuous across control 'pints
unless noted otherwise.
CONCRETE WALL SCHEDULE
MARK THICKNESS REINFORCING
HORIZ I VERs I DOWELS
REMAKS
CWB 8" #4 0 12' /6 0 12' x 0 12'
SINGLE LAYER
CW12 12' #5 0 12' 1 #6 0 12" 1 #i 0 12'
DOUBLE LAYER
LIM(Lit HALL WIL11 UL NUILJ:
1. Single layer bars shall be placed in the center of the wall.
2. Double low bars shall have 1V cover on both sides of wall, uno
3. Provide wheel spacers or CRSI Typ Bar Bend No T5 at 3'-0" each way to
assure adequate concrete cover.
4. See sections fm all bars not included in schedule.
WALL FOOTING SCHEDULE
MARK SIZE (W x D)
REINFORCEMENT
WF24 2'-0" x 12"
(3) Its Cad
WALL FUUTTNG 50HUmill NUItS:
1. Provide 3' concrete cover an bars.
2. Use concrete brick or CRSI Class 3, CHOP wire bar supports at 3'-0".
PRECAST COLUMN SCHEDULE
MARK SIZE REMARKS
PC2424 24' x 24" SEE 17/SB403
PRECAST COWMN SCHEDULE NOTES:
1. Precast columns are not in contract Information provided fa anchorage only
COLUMN BASEPLATE SCHEDULE
MARK SIZE BASEPLATE
ANCHOR RODS
(TxWW
Up to 6'-8"
W1 2x72 Will 2x72 1 2Y7x24"x24'
1 (4) WO F1554
IDUUM blataKILL NUILN
1. See typical details fa column base construction.
2. See framing elevations for column splice locations and column sizes for all flows.
PIER SCHEDULE
MARK SIZE REINFORCEMENT
P3232 32" x 32' (12) 19 VERT
P3270 32" x 70" (24) #9 VERT
rtK btaltuLat IWIL :
1. Provide 11¢' concrete cover over ties.
2. See typical pier elevation fa tie and vertical bar placement
3. Provide CRSI Typ Bar Bend No 15 ties fa all vertical face bars, if there are
more than four vertical bars in the pier.
4. Pia sizes fa future garage construction provided far anchorage requirements
only.
BEARING PLATE SCHEDULE
MARK SIZE (TXWxL) REMARKS
BPI J47 x 4" x 8'
BP2 Y" x 8' x 8" (4) )4" z 8' Headed Anchors Req'd
ULARM FLAIL 5CHEDULL NUILS:
1. Hold bearing plate back Xz' from face of wall.
2. Provide (2) )J'%6' headed anchors fa masonry bearing, uno.
3. Provide (2) N474" headed anchors fa concrete bearing, uno.
BLOCK LINTEL SCHEDULE
FOR ALL LINTELS NOT INDICATED ON PLANS
OPENING
CONCRETE LINTEL
Up to 6'-8"
Precast Concrete (3000 psi, 145 pcf), (t)/5 TAB 8' Deep x
'/fir'
W
C Wide, multiples to match wall thickness. Scared to match
W
wall bond pattern.
6'-9' TO 10'-0'
Concrete Bond Beam Lintel Block, hued with concrete or
Z
grout (3000 psi), w/ (2) r5 T8B 8' Deep z Wall Thickness.
W
Concrete Bond Beam Black Lintel, filed w/3000 psi grout,
10'-1" TO 14'-0"
w/ (2) /8 TAB (hooked) and /2 stirrups 0 8' OC, 16' Deep
z Wall Thickness
TYPICAL &UCK LINTEL SCHEDULE NUIM
1. Precast lintels shall have B" bearing on each end of opening.
2. Bond beam lintels shall extend 16' into wall on each side of opening.
3. Precast lintels shall be shored in center for (3) days.
4. Bond beam lintels shall be shared in center fa (28) days.
5. Bottom of lintel shall be smooth masonry w/ no cores exposed.
BRICK LINTEL SCHEDULE
FOR ALL LINTELS NOT INDICATED ON PLANS
CLEAR OPENING STEEL ANGLE
Up to 7'-0" L5x5xis
7'-1' to 12'-0" L5x5xYs
ITHULL Blom UK ILL bAMU, Nult-%
1. All lintels shall have 8' bearing at each end.
2. Al:exterior lintels shall be galvanized.
3. All interior lintels shall be shop primed with two coats of epoxy paint.
4. Openings larger than 12'-0' shall have lintels shop welded to header.
5. Openings 12'-1' and larger L6x6x% shop welded to steel header.
CARMEL
CTTY CENTER
PEDCOR DESIGN GROUP
Architecture / Project Menagment
335 Ridgepoint Drive
Carmel, Indiana 46032
317.705.7979 (phone)
317.705.7980 (fax)
1nIY'°rnr,�.
No.
=o 860325
: ST- OF `
MCCOMAS
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KEY PLAN
SCALE: NTS
Developer.
P E D C O R
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DEVELOPMENT CO.
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Project:
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BID SET B.200
Issue Date Drawn By Checked By
12J04NG LKM JAF
Revisions:
5TEEL BID SET 8.200 05/23x08
i ADDENDUM /001 OG/20J08
E51#003 07/17/08
Project Number:
25051
Sheet Title:
SCHEDULES
Sheet Number
S 116110 1