HomeMy WebLinkAboutS332TYPICAL MECHANICAL
FRAME AT ROOF HATCH
OR SKYLIGHT
TYPICAL ROOF DRAIN
PL 3/4" x 12" x 1'-0"HSS4, HSS5, HSS6
NOT ALL COLUMN SIZES USED ON THIS PROJECT
HSS10x10x3/16 PL 3/4" x 16" x 1'-4"
HSS7, HSS8 PL 3/4" x 14" x 1'-2"
COLUMN
BASE PLATE SCHEDULE
BASE PLATE
PLAN SECTION
PL 1" x 16" x 1'-4"
HSS10x10x5/16 PL 1" x 16" x 1'-4"
HSS10x10x3/8
BASEPLATE - TYPICAL HSS COLUMN
SCALE: NONE
HSS10x10x1/4 PL 3/4" x 16" x 1'-4"
SECTIONPLAN
PL 3/4" x 14" x 1'-2"W8
COLUMN
BASE PLATE SCHEDULE
BASE PLATE
BASEPLATE - TYPICAL W COLUMN
SCALE: NONE
TYPICAL "KICKER" - K
SCALE: NONE
JOIST PERPENDICULAR TO BEAMJOIST PARALLEL TO BEAM
PL 1" x 18" x 1'-6"HSS12x8
TYPICAL JOIST WEB REINFORCING
AT RTU FRAME
TYPICAL JOIST WEB REINFORCING
AT CONCENTRATED LOAD
HUNG FROM BOTTOM CHORD
UNIT SUPPORT
PL 1" x 16" x 1'-4"W10
S332ENGINEER of RECORD, llc.Carmel, In. 46033(317) 695.1052E o RStructural Engineering ConsultantPE10100227STATE OFNREGISTERED
DNIIANABRIAE.L0 TTOP R O FESSINALENGINEERYM
DATAREV.DATADWG.OF CARMELNAPLETON KIANapleton Automotive Group09/21/20