Page 32 - 05_Moderate Permit Set

NOT FOR CONSTRUCTION 13 S6.002 MO 60456 HILDERBRAND RESIDENCE 1700 N ELSEA SMITH ROAD INDEPENDENCE, ISSUE: LOWER BEAMS W/ COLUMN LAYOUT PLOT DATE: ##/##/## PROJECT #: ##.###C S2.000

K.1 K.1 K.1 K.1 DATE: Base Plate Shape

Structural Column Schedule Length L L R R R L 11'-10" R L 10'-11 1/2" L L R R L L R R L L R 11'-10" R 3'-0 7/8" R 9'-7 1/2"

14 S6.002 14'-6" 14'-6" 14'-6" 12'-6" 12'-6" 10'-6" 13'-9" 13'-9" 13'-9" 13'-9" 13'-9" 13'-9" 13'-9" 13'-9" 13'-9" 10'-6"
Column Location Mark E-3.1 E-2.1 E-1.1 F2-1.1 F2-2.1 I.1-3.1 J.1-3.1 I.1-2.1 C.1-1.1 B.1-1.1 F.1-1.1 G.1-1.1 I.2-1.1 K.1-1.1 A2-3.2 A2-4.1 A2-5.1 C-NEW E/W C-3.1 A2-1.1 STD-1.1

J.1 J.1 J.1 J.1 22'-4 1/2"

10'-11 1/2" Structural Framing Schedule Length 24'-0" 20'-1 1/4" 17'-2" 17'-5 1/4" 11'-5 1/2" 20'-1 1/2" 15'-3 3/4" 7'-0 1/2" 7'-6 1/2" 16'-8 3/4" 34'-9 1/8" 11'-8 1/4" 30'-4 1/4" 24'-9" 12'-4 1/4" 25'-9 5/8" 22'-6 5/8" 23'-4 3/8" 26'-5 3/8" 25'-7" 35'-7" 6'-0" 22'-4 1/4" 6'-0"

12 S6.002
16 S6.002 15 S6.002 Type W14X26 W14X26 W16X26 W14X26 W14X26 W14X26 W14X26 W14X26 W14X26 W14X26 W16X36 W16X26 W16X36 W16X36 W16X26 W16X26 W16X26 W16X26 W16X26 W16X26 W16X36 HSS5-1/2X5-1 /2X1/4 HSS6X4X5/16 HSS6X4X1/4

I.2 I.2 I.2 I.2 HSS5-1/2X5-1/2X1/4

I.1 I.1 I.1 I.1 1'-2" = 10'-6"

BEAMS WELD TO COLUMNS 6'-0" BEAMS WELD TO COLUMNS

16'-8 3/4" = 9'-7 1/2" W14X26

S6.002
11

G.1 G.1 G.1 G.1

7'-6 1/2" W14X26 = 9'-7 1/2" 10 S6.002 17 S6.002

F2 F2 F2 F2

9 S6.002 ALL BEAM ELEVATIONS ARE TO
7'-0 1/2" W14X26 = 9'-7 1/2" GENERAL NOTE: THE BOTTOM OF THE BEAM BEAMS WELD TO COLUMNS

F.1 F.1 F.1 F.1

22'-4 1/4" = 7'-5 1/4" HSS6X4X5/16

15'-3 3/4" = 9'-7 1/2" W14X26

S6.002 HSS6X4X1/4 19 S6.002
8 18 S6.002

E E E E = 7'-5 1/4"

BEAMS WELD TO COLUMNS BEAMS WELD TO COLUMNS

20'-1 1/2" W14X26 = 9'-7 1/2" 6'-0"

SEE DETAIL FOR GENERAL NOTE ABOUT COLUMNS

7 S6.002

C.1 C.1 C.1 C.1

20 S6.002 21 S6.002
4'-10 1/2"

22 _____________________ S6.002

C C C C
11'-5 1/2" = 9'-7 1/2" W14X26

6 S6.002
6'-7"

B.1 B.1 B.1 B.1

14'-11 1/2" = 9'-7 1/2" = 9'-7 1/2" W16X26

S6.002 W14X26 3 S6.002 2 S6.002
4 1 S6.002

A2 A2 A2 A2

2'-0" = 9'-7 1/2" = 9'-7 1/2" = 9'-7 1/2"
STD STD STD STD 3'-6 1/2" W14X26 W14X26

OH2 OH2 OH2 OH2

5 S6.002 8'-10" 6'-8 1/2" 6"

4'-1 1/4"
3'-6 1/2"
15'-6 1/2"
1'-10 3/4"
WP1 WP1 WP1 WP1 5'-0" 6'-5 1/2" 4'-6 1/2" 24'-0"
OH1 OH1 OH1 OH1 1.1 1.1 1.1 1.1 INT INT INT INT 2.1 2.1 2.1 2.1 3.2 3.2 3.2 3.2 3.1 3.1 3.1 3.1 cant cant cant cant NEW NEW NEW NEW E/W E/W E/W E/W 4.1 4.1 4.1 4.1 5.1 5.1 5.1 5.1