HomeMy WebLinkAbout71WALL WIND LOAD DIAGRAM
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WALL WIND LOAD DIAGRAM
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C&C WALL ZONE PRESSURES (psf)
Bar Size
POSITIVE INTERNAL PRESSURE
NEGATIVE INTERNAL PRESSURE
Location
+4,+5
-4
-5
+4,+5
-4
-5
CFS Stud
8.4
-14.8
-23.2
13.9
-9.3
-17.7
Unit Pressure
11.1
-16.6
-30.5
16.6
-11.1
-25.0
C&C GROSS ROOF ZONE PRESSURES (psf)
Bar Size
POSITIVE INTERNAL PRESSURE
NEGATIVE INTERNAL PRESSURE
Location
-1
-2
-3
-1
-2
-3
Joist
-19.9
-32.0
-44.0
-14.3
-26.4
-38.5
Truss
-19.9
-32.0
-44.0
-14.3
-26.4
-38.5
Deck Pressure
24.3
38.2
52.1
-18.8
32.7
46.5
DEVELOPMENT LENGTH COMPRESSION
Bar Size
fc (Normal Weight Concrete), psi
2500 3000 4000
#3
9"
9"
8"
#4
12"
11"
10"
#5
15"
14"
12"
#6
18"
17"
15"
#7
21"
20"
17"
#8
24"
22"
19"
#9
28"
25"
22"
#10
31"
28"
25"
#11
34"
31"
27"
#14
41" 1
38"
1 33"
#18
55" 1
50"
43"
NOTES:
1. Clear spacing not less than 2xDb.
2. Clear cover not less than Db.
3. Db = bar diameter.
DEVELOPMENT LENGTH
TENSION - BOTTOM BARS
Bar Size
Bar Size
fc (Normal Weight Concrete), psi
2500 3000 4000
#3
18" 17"
15"
#4
24" 22"
19"
#5
30" 28"
24"
#6
36" 33"
29"
#7
53" 48"
42"
#8
60" 55"
48"
#9
68" 62"
54"
#10
77" 70"
61"
#11
85" 78"
67"
#14
102" 83"
81"
#18
136" 124"
108"
NOTES:
1. Clear spacing not less than 2xDb.
2. Clear cover not less than Db.
3. Db = bar diameter.
NOTES:
1. Min 12" of fresh conrete below bar.
2. Clear spacing not less than 2xDb.
3. Clear cover not less than Db.
4. Db = bar diameter.
DEVELOPMENT LENGTH
TENSION - TOP BARS
Bar Size
Bar Size
fc (Normal Weight Concrete), psi
2500 3000 4000
#3
24" 22"
19"
#4
32" 29"
25"
#5
39" 36"
31"
#6
47" 43"
37"
#7
69" 63"
54"
#8
78" 72"
62"
#9
88" 81"
70"
#10
100" 911,
79"
#11
110" 101"
87"
#14
133" 121"
105"
#18
177" 161"
140"
NOTES:
1. Min 12" of fresh conrete below bar.
2. Clear spacing not less than 2xDb.
3. Clear cover not less than Db.
4. Db = bar diameter.
NOTES:
1. Clear spacing not less than 2xDb.
2. Clear cover not less than Db.
3. Db = bar diameter.
4. Mechanical couplers may be substituted for #6 bars and larger.
TENSION LAP SPLICES
BOTTOM BARS
Bar Size
Bar Size
fc (Normal Weight Concrete), psi
2500 3000 4000
#3
24" 23"
20"
#4
32" 29"
25"
#5
39" 37"
32"
#6
47" 43"
38"
#7
69" 63"
55"
#8
78" 72"
63"
#9
89" 81"
71"
#10
101" 91"
80"
#11
1111, 102"
88"
#14
133" 1 121' 1
106"
#18
1 177" 1 162" 1
141"
NOTES:
1. Clear spacing not less than 2xDb.
2. Clear cover not less than Db.
3. Db = bar diameter.
4. Mechanical couplers may be substituted for #6 bars and larger.
NOTES:
1. Min 12" of fresh conrete below bar.
2. Clear spacing not less than 2xDb.
3. Clear cover not less than Db.
4. Db = bar diameter.
5. Mechanical couplers may be substituted for #6 bars and larger.
COMPRESSION LAP SPLICES
TENSION LAP SPLICES
TOP BARS
Bar Size
Bar Size
fc (Normal Weight Concrete), psi
2500 3000 4000
#3
32" 29"
25"
#4
42" 38"
33"
#5
51" 47"
41"
#6
62" 56"
49"
#7
90" 82"
71"
#8
102" 94"
81"
#9
115" 106"
91"
#10
130" 119"
103"
#11
143" 132"
114"
#14
173" 158"
137"
#18
231" 210"
182"
NOTES:
1. Min 12" of fresh conrete below bar.
2. Clear spacing not less than 2xDb.
3. Clear cover not less than Db.
4. Db = bar diameter.
5. Mechanical couplers may be substituted for #6 bars and larger.
COMPRESSION LAP SPLICES
MIN COL WIDTH
Bar Size
fc (Normal Weight Concrete), psi
2500 3000 4000
#3
12" 12"
12"
#4
15" 15"
15"
#5
19" 19"
19"
#6
23" 23"
23"
#7
27" 27"
27"
#8
30" 30"
30"
#9
34" 34"
34"
#10
39" 39"
39"
#11
43" 43"
43"
#14
51" 51"
51"
#18
68" 1 68"
68"
NOTES:
1. Mechanical couplers may be substituted for #6 bars and larger.
ANGLE
UNSTIFFENED JOIST SEAT
ANGLE BEARING CAPACITY
MIN COL WIDTH
6"
8"
8"
9"
10"
12"
12"
SEAT ANGLE
LENGTH
4"
5"
6"
7"
8"
9"
10"
SEAT ANGLE
ASD CAPACITY
L5x31120/8 (LLV)
1.9k
2.4k
2.9k
3.4k
3.9k
4.4k
4.9k
L5x31/2x1/2 (LLV)
4.1k
5.1k
6.2k
7.2k
8.2k
9.3k
10.3k
STIFFENED JOIST SEAT
ANGLE BEARING CAPACITY
MIN COL WIDTH
6"
8"
8"
9"
10"
12"
12"
SEAT ANGLE
LENGTH
4"
5"
6"
7"
8"
9"
10"
SEAT ANGLE
ASD CAPACITY
L6x4xl/2 (LLV)
26.Ok
26.Ok
26.Ok
26.Ok
26.Ok
26.Ok
26.Ok
L6x4x1/2 (LLV)
44.2k
44.2k
44.2k
44.2k
44.2k
44.2k
44.2k
ELEVATION @ TYP
UNSTIFFENED SEAT
COLUMN
W OR HSS COL
ANGLE
5/16/
3/8" STIFFENER
3/4" RET @ PLATE
TOP
I I I
5/16 V
ELEVATION @ TYP
STIFFENED SEAT
JOIST GIRDER BRIG CAPACITY
SCALE: 3/4" = V-0"
CFS HEADER SCHEDULE
(INTERIOR NON -LOAD BEARING WALLS)
OPENING
HEADER
JAMB
0' 0" TO 8'-0"
(2) 600S162-33+
MIN (2) 362S162-33 (16'-0" MAX HGT)
6'-1" TO 8'-0"
(2) STUD DEPTH T150-33
MIN (2) 60OS162-33 (20'-0" MAX HGT)
8'-1" TO 10'-0"
(2) 800S162-33+
MIN (2) 362S162-33 (14'-0" MAX HGT)
11" 10"
(2) STUD DEPTH S162-33
MIN (2) 60OS162-33 (20'-0" MAX HGT)
10' 1" T012' 0"
(2)1000S162-54+
MIN (2) 3625162-33 (14'-0" MAX HGT)
8"
(2) STUD DEPTH S162-54
MIN (2) 80OS162-33 (20'-0" MAX HGT)
12' 1" T016' 0"
(2)12005162-54+
MIN (2) 60OS162-33 (14'-0" MAX HGT)
3"
(2) STUD DEPTH S162-33
MIN (2) 800S162-54 (20'-0" MAX HGT)
CFS HEADER SCHEDULE
(EXTERIOR NON -LOAD BEARING WALLS)
OPENING
HEADER
JAMB (6)
0'4" TO 6'-0"
(2) 600S162-54+
(2) STUD DEPTH T150-54
MIN (2) 60OS162-54
6'-1" TO 8'-0"
(2) 80OS162-54+
(2) STUD DEPTH S150-54
MIN (2) 60OS162-68
8'-1" TO 12'-0"
(2)1200S162-68+
(2) STUD DEPTH S150-68
MIN (2) 6005250-68
CFS HEADER SCHEDULE NOTES:
1. WEB STIFFENERS REQUIRED AT EACH END OF HEADERS AND SILL.
2. HEADERS ARE BOXED SECTIONS, SEE DETAILS.
3. JAMBS ARE BACK TO BACK SECTIONS, SEE DETAILS.
4. PROVIDE SAME FRAMING FOR OPENING SILL AS SHOWN FOR HEADER.
5. SCHEDULE APPLIES TO 16' 0" MAXIMUM STUD UNBRACED LENGTH (WALL HEIGHT).
6. MINIMUM JAMB DEPTH SHOWN, ACTUAL JAMB DEPTH TO MATCH STUD DEPTH IF LARGER.
PIER SCHEDULE
Mark
DEVELOPMENT LENGTH HOOKS
Ties
Bar Size
fc (Normal Weight Concrete), psi
2500 3000 4000
Hook Length
90 degree 180 degree
#3
9"
9" 6"
6"
3"
#4
12"
11" 10"
6"
3"
#5
15"
14" 12"
8"
3"
#6
18"
17" 15"
9"
3"
#7
21"
20" 17"
11"
4"
#8
24"
22" 19"
12"
4"
#9
28"
25" 22"
14"
5"
#10
31"
28" 25"
16"
6"
#11
34"
31" 27"
17"
1 6"
#14
41"
38" 33"
21"
1 7"
#18
55"
50" 43"
28"
1 9"
PIER SCHEDULE
Mark
Pier Size Pier Vert Reinforcing
Ties
Remarks
Width Length Quantity Size
P1
2' - 8" 2' - 8" 12 #9
#3
Ties @ 3" T&B, BAL @ 12"
P2
5'- 4" 3' - 9" 12 #9
#3
Reinf Per P1
P3
4' - 7" 3'- 9" 12 #9
1 #3
IlReinf Per P1
Pier Schedule Notes:
1. Provide 1 1/2" concrete cover over ties.
2. See typical pier elevation for tie and vertical bar placement.
3. Provide CRSI Typ Bar Bend No T5 ties for all vertical face bars, if there are
more than for vertical bars in pier.
CONCRETE WALL SCHEDULE
Mark
Width
Horiz Reinforcing Vert Reinforcing Dowel Reinforcing
Reinf
Location
Size Spa. Size Spa. Size Spa.
CW8
8"
#5 1' - 0" #5 1' - 0" #5 1' - 0"
Center
CW24
2' - 0"
#5 1' - 0" #5 1' - 0" #5 1' - 0"
1 Ea Face
Concrete Wall Schedule Notes:
1. Provide 11/2" concrete cover, typical uno.
2. Provide wheel spacers or CRSI Typ Bar Bend T% at 36" each way
to assure adequate concrete cover.
3. See sections and details for all bars not included in schedule.
MAT FOUNDATION SCHEDULE
Mark
Thickness
Top Reinforcing
(Ea Way)
Bott Reinforcing
(Ea Way)
Comments
Size Spa
Size Spa
MAT 1
2' - 0"
#5 11-01,
#6 1' - 0"
Hook each end. AP1 Piles as shown
MAT 1
2' - 0"
#5 l'- 0"
#6 V_011
Hook each end. AP1 Piles as shown
Mat Foundation Schedule Notes:
1. AP1 indicates 18" dia auger cast pile.
MASONRY WALL SCHEDULE
Mark
Type
Horiz Wall
Reinf
Vertical Wall
Reinforcing
Location
Size Spa.
MW6
6" CMU
See Note 3
#5 4' - 0"
Center
MW8
8" CMU
See Note 3
#5 4' - 0"
Center
Masonry Wall Schedule Notes:
1. Provide 2" concrete cover from outside face for bars in each face.
2. Grout all cores with rebar solid, unless solid grouted wall is shown.
3. Provide ladder type horizontal reinforcement at 16" oc. Side and cross rods
shall be #9 wire, galvanized, see specifications. Cut joint reinforcement as
control joints.
GRADE BEAM SCHEDULE
Mark
Type
Top Reinforcing
Bottom Reinforcing
Size
Base Plate Size
Thickness Width
Stirrup
Size
Stirrup
Spa
Comments
Long
Size
Long
Size
Trans
Size
GB1
30" x 32"
2
#9
2
#9
4
3/4"
#4
l'- 2"
3/4"
GB2
30" x 32" GB2
4
#9
4
#9
3/4"
1' - 0"
#4
l'- 2"
3/4"
GB3
36" x 32"
5
#9
5
#9
3/4"
F1554
#4
l' - 2"
ALIGN REINF w/
ADJACENT BRADE
BEAMS
Grade Beam Schedule Notes:
1. P18 indicates 18" dia auger cast pile.
2. See frame schedule for special loading.
3. Intermediate piles are embedded 4" into grade beam.
J
T/GB
(SEE PLAN)
U
8 CAD
LU
GB SUPPORTED ON PILES
Column Schedule Notes:
1. See typical details for column base construction.
BLOCK LINTEL SCHEDULE
FOR ALL LINTELS NOT INDICATED ON PLANS
COLUMN SCHEDULE
Concrete Lintel
Up to 6-8"
Size
Base Plate Size
Thickness Width
Length
Quantity
Anchor Rods
Size
Material
HSS2X2X3/16
W
W
U
=
HSS4x4xl/4
3/4"
10"
10"
4
3/4"
A36
HSS5x5x3/8
3/4"
11"
11"
4
3/4"
F1554
HSS6X0.375
3/4"
1' - 0"
11-01,
4
3/4"
F1554
W10x33
1"
l' - 4"
1' - 4"
4
3/4"
F1554
W10x49
1 1/4"
l' - 4"
l' - 4"
4
1"
F1554
W10x49A
2"
1' - 10"
1' - 10"
6
1 1/2"
F1554
W 12X45
1 1/2"
1' - 8"
11-81,
4
1 "
F1554
W 12X45A
ill
2' - 0"
2' - 0"
6
1 1/2"
F1554
W12X53
1 1/2"
l'- 8"
1' - 8"
4
1"
F1554
W 12X53A
1 3/4"
2' - 0"
2' - 0"
6
1 1/2"
F1554
W 12X65
1 3/4"
l'- 8"
l'- 8"
4
1 "
F1554
W 12X65A
1 3/4"
2' - 0"
2' - 0"
6
1 1/2"
F1554
W 12X72
1 1/2"
l' - 7"
l'- 7"
4
3/4"
F1554
W12X96
1 1/2"
1' - 8"
1' - 8"
1 4
1"
F1554
W 12X96A
1 3/4"
2' - 0"
2' - 0"
1 6
1 1/2"
F1554
Column Schedule Notes:
1. See typical details for column base construction.
BLOCK LINTEL SCHEDULE
FOR ALL LINTELS NOT INDICATED ON PLANS
Opening
Concrete Lintel
Up to 6-8"
Precast concrete (3000 psi 145 pcf). (1) #5 T&B 8"deep x 4" wide, multiples to
L6 x 6 x 3/8
match wall thickness. Scored to match wall bond pattern
6'-9" to 10'-0"
Concrete bond beam lintel block, filled with concrete or grout (3000 psi), w/ (2) #
Q
5 T&B 8" deep x wall thickness.
Block Lintel Schedule Notes:
1. Block lintels shall have 8" 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.
BRICK LINTEL SCHEDULE
FOR ALL LINTELS NOT INDICATED ON PLANS
Clear Opening
Steel Angle
Up to T-0"
L5 x 5 x 3/8
T-0" up to 10'-0"
L6 x 6 x 3/8
W
Brick Lintel Schedule Notes:
1. All lintels shall have 8" bearing on each end of opening.
2. All exterior lintels shall be galvanized.
3. All interior lintels shall be shop primed with two coats of epoxy paint.
Owner:
CARMEL CITY CENTER
COMMUNITY DEVELOPMENT
CORPORATION
30 West Main Street, Suite 200
Carmel, Indiana 46032
317.571.2787
Architect:
PEDCOR DESIGN GROUP
Architecture / Project Management
355 City Center Drive
Carmelm Indiana 46032
317.705.7979 (phone)
317.705.7980 (fax)
Engineer:
McCON11AS
STRUCTURAL ENGINEERS FORENSIC ENGINEERS NATIONAL CONSULTANTS
1717 East 116th Street, Suite 200, Carmel, Indiana 46032
317-580-0402 www mccomaseng com 317-582-0766 Fax
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9/14/09
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COPYRIGHT & OWNERSHIP OF DOCUMENTS
THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE
PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP ALL
INFORMATION CONTAINED HEREIN IS CONFIDENTIAL ITS SUBMISSION
AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS
PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT,
INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. AL''
INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND
UNPUBLISHED WORK OF THE ARCHITECT. JAMES R. STUTZMAN. AND
PEDCOR DESIGN GROUP NO PART OF WHOLE OF THIS DESIGN, THESE
DRAWINGS. OR THE RESULTING BUILDING OR BUILDINGS. OR PORTIONS
OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED.
COPIED, EXHIBITED, PHOTOGRAPHED. PUBLISHED. MODIFIED OR
OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR
WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND
PEDCOR DESIGN GROUP. c COPYRIGHT 2009 JAMES R. STJTZMAN. AIA.
INDIANAPOLIS.
BID SET No.1
SHELL & CORE
Print Date:
Sheet Issue Date:
9/14/09
9/15/09
Drawn By:
Checked By:
LKM,njh, KLS
JAF
Last Revision Date:
Project Number:
Sheet Title:
SCHEDULES
Sheet Number:
ME129020