Page 33 - 05_Moderate Permit Set

NOT FOR CONSTRUCTION MO 60456 HILDERBRAND RESIDENCE 1700 N ELSEA SMITH ROAD INDEPENDENCE, ISSUE: DATE: UPPER STEEL FRAMING PLOT DATE: ##/##/## PROJECT #: ##.###C S2.001

GENERAL NOTE: PROVIDE 1/4" TOP PLATE ON ALL EXPOSED COLUMNS

HSS4X4X1/4

L
K.1 K.1 K.1 K.1

J.1 J.1 J.1 J.1
= 10'-6" = 10'-6"

HSS4X4X1/4 PROVIDE 1/4" ALL EXPOSED COLUMNS W16X26 12'-1 1/2"

L GENERAL NOTE: TOP PLATE ON HSS4X4X1/4 9 S6.001
R
CONNECTION 7 I.1I.2 I.1I.2 I.1I.2 I.1I.2 = 10'-6" = 10'-6"

HSS4X4X1/4

L
HSS4X4X1/4 61.20°

HSS4X4X1/4 L

CONNECTION 3 R W16X26 28.80° 5.65° 23'-4 1/4"

W16X26

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

84.35°

HSS4X4X1/4 F2 F2 F2 F2 61.20°

CONNECTION 2 R = 12'-6 3/8" = 12'-6 3/8" 61.20° W16X36 95.65° = 12'-6 3/8" = 12'-6 3/8"

CONNECTION 6 F.1 F.1 F.1 F.1

HSS4X4X1/4 W16X26 W16X26 22'-5 5/8"

R ALL BEAM ELEVATIONS ARE TO THE BOTTOM OF THE BEAM
GENERAL NOTE:

HSS4X4X1/4 61.20° STEEL ROOF FRAMING PLAN

HSS4X4X1/4
L

L E E E E = 14'-6" = 14'-6" = 14'-6" W16X36 = 14'-6" = 14'-6" = 14'-6"
CONNECTION 5 45.00°

GENERAL NOTE: PROVIDE 1/4" TOP PLATE ON ALL EXPOSED COLUMNS HSS4X4X1/4 SCALE: 3/16" = 1'-0"

L

W16X36 W16X26 25'-4 1/4" N B

HSS4X4X1/4 35'-5 1/8"

L 56.31°

CONNECTION 1 CONNECTION 4 HSS4X4X1/4 C.1 C.1 C.1 C.1 45.00° 78.69°

R

HSS4X4X1/4 HSS4X4X1/4 C C C C 45.00° = 10'-6" = 10'-6" W16X26 11'-5 1/2" = 10'-6" = 10'-6"
L

R HSS4X4X1/4 3D VIEW 8 S6.001

R SCALE: B.1 B.1 B.1 B.1 45.00°

34'-5 1/2"

A
HSS4X4X1/4 W16X36

R

HSS4X4X1/4 A2 A2 A2 A2

R STD STD STD STD
OH2 OH2 OH2 OH2

3.1 WP1 3.1 WP1 3.1 WP1 3.1 WP1

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 cant cant cant cant NEW NEW NEW NEW E/W E/W E/W E/W

GENERAL NOTE: PROVIDE 1/4" TOP PLATE ON ALL EXPOSED COLUMNS HSS4X4X1/4

L