HomeMy WebLinkAbout70MECHANICAL UNIT FRAME
NOTES:
1. ROOF DECK OMITTED FOR CLARITY
2. FRAME AND DECK OVER OPENING SHALL BE INSTALLED AS PART OF STEEL ERECTION.
3. SUBCONTRACTOR USING OPENING SHALL REMOVE DECK AND IS RESPONSIBLE FOR
PROVIDING APPROPRIATE FALL PROTECTION.
4. VERIFY SIZE AND LOCATION OF RTU WITH MECHANICAL CONTRACTOR
5. PROVIDE ANGLE FRAMES UNDER CURBS AND AROUND OPENINGS IF OPENINGS ARE NOT
THE SAME SIZE AS THE CURB.
SEE PLAN
JOIST PARALLEL TO BEAM
TYPICAL "KICKERS" - K
SCALE: NONE
5/16 V
BASE PLATE
PER SCHEDULE
PLAN
5/16
LEVELING
Y
1/2" TYP. z
=
ri u j ujri nrn rnuAr orr
JOIST PER PLAN
HATCH OR SKYLIGHT FRAME CONDENSOR/PUMP FRAME
NOTES: NOTES:
1. DECK OMITTED FOR CLARITY 1. DECK OMITTED FOR CLARITY
2. FRAME SHALL BE INSTALLED AS PART OF THE STEEL ERECTION 2. FRAME SHALL BE INSTALLED AS PART OF THE STEEL ERECTION
3. ROOF DECK SHALL BE INSTALLED OVER THE OPENING AS PART OF THE 3. MAXIMUM WEIGHT SUPPORTED BY FRAME IS LIMITED TO 1,000 LBS.
STEEL ERECTION
4. SUB—CONTRACTOR USING OPENING SHALL REMOVE DECK AND IS
RESPONSIBLE FOR PROVIDING ADEQUATE FALL PROTECTION.
VERIFY WITH JOIST SUPPLIER
SECTION
BASE PLATE SCHEDULE
COLUMN BASE PLATE
W8 PL 3/4" x 14" x 1'-2"
JOIST PERPENDICULAR TO BEAM
N PER PLAN
is
(4) 1 "0 ANCHOR RODS
ASTM F1554 GRADE 36
(Fu = 58 KSI)
M
1'-5"
BASEPLATE - TYPICAL W8 COLUMN
SC;v L: '�Cy--
o-
4
< 1'-0" L3 X 3 X 1/4
> 1'-0" L5 X 5 X 5/16
DECK ANGLE
PER SECTIONS
LL3x3x1/4 EACH SIDE
OF COLUMN
SECTION PLAN VIEW
DECK ANGLE SUPPORT AT COLUMN
TYP. z
BASE PLATE
PER SCHEDULE z
0
cr
N C.5
PLAN
I I I COLUMN PER PLAN
I I
SHIMS & GROUT
I
I
t0
(4) 1 "0 ANCHOR RODS
ASTM F1554 GRADE 36
(Fu = 58 !CSI)
BASE PLATE SCHEDULE
COLUMN
L4x4x1 4
HSS4, HSS5, HSS6
PL 3/4" x 12" x 1'-0"
HSS7, HSS8
JOIST PER PLAN
HSSIOxIOx3/16
JOIST PER PLAN
HATCH OR SKYLIGHT FRAME CONDENSOR/PUMP FRAME
NOTES: NOTES:
1. DECK OMITTED FOR CLARITY 1. DECK OMITTED FOR CLARITY
2. FRAME SHALL BE INSTALLED AS PART OF THE STEEL ERECTION 2. FRAME SHALL BE INSTALLED AS PART OF THE STEEL ERECTION
3. ROOF DECK SHALL BE INSTALLED OVER THE OPENING AS PART OF THE 3. MAXIMUM WEIGHT SUPPORTED BY FRAME IS LIMITED TO 1,000 LBS.
STEEL ERECTION
4. SUB—CONTRACTOR USING OPENING SHALL REMOVE DECK AND IS
RESPONSIBLE FOR PROVIDING ADEQUATE FALL PROTECTION.
VERIFY WITH JOIST SUPPLIER
SECTION
BASE PLATE SCHEDULE
COLUMN BASE PLATE
W8 PL 3/4" x 14" x 1'-2"
JOIST PERPENDICULAR TO BEAM
N PER PLAN
is
(4) 1 "0 ANCHOR RODS
ASTM F1554 GRADE 36
(Fu = 58 KSI)
M
1'-5"
BASEPLATE - TYPICAL W8 COLUMN
SC;v L: '�Cy--
o-
4
< 1'-0" L3 X 3 X 1/4
> 1'-0" L5 X 5 X 5/16
DECK ANGLE
PER SECTIONS
LL3x3x1/4 EACH SIDE
OF COLUMN
SECTION PLAN VIEW
DECK ANGLE SUPPORT AT COLUMN
TYP. z
BASE PLATE
PER SCHEDULE z
0
cr
N C.5
PLAN
I I I COLUMN PER PLAN
I I
SHIMS & GROUT
I
I
t0
(4) 1 "0 ANCHOR RODS
ASTM F1554 GRADE 36
(Fu = 58 !CSI)
BASE PLATE SCHEDULE
COLUMN
BASE PLATE
HSS4, HSS5, HSS6
PL 3/4" x 12" x 1'-0"
HSS7, HSS8
PL 3/4" x 14" x P-2"
HSSIOxIOx3/16
PL 3/4" x 16" x 1'-4"
HSSIOxIOxI/4
PL 3/4" x 16" x 1'-4"
HSSIOxIOx5/16
PL I" x 16" x 1'-4"
HSSIOxIOx3/8
PL I" x 16" x 1'-4"
HSSI2x8
PL I" x 18" x 1'-6"
NOT ALL COLUMN SIZES USED ON THIS PROJECT
BASEPLATE - TYPICAL HSS COLUMN
LICE
HORIZ. &
VERT. LEG
IF THIS DIMENSION IS MORE THAN 4"
ADD (2) L2x2x3/16 AS SHOWN. WELD
TO TOP & BOTTOM CHORDS (FURNISHED
AND INSTALLED BY MECH. CONTRACTOR)
FnrF of CI IRR
OF PANEL POINT
nnnr nr�ii
STEEL JOIST
OF PANEL POINT
nnnr nrnv
SEE PLAN FOR LOAD
WELD TO TOP & BOTTOM CHORDS
TYPICAL JOIST WEB REINFORCING TYPICAL JOIST WEB REINFORCING
AT RTU FRAME
PER
SCHEDULE
STIFFENER I
PER SECTION
PLATE t
FILLET WELD
1/4
3/16
5/16
1/4
3/8, 1/2, 5/8, 3/4
5/16
in
3/8
z
TYPICAL STIFF PLATE &WELD SCHEDULE
s
0
c�
fl/4 z
N
co
(4) l"0 ANCHOR RODS
1 1/2" ASTM F1554 GRADE 36 I °'
TYP. (Fu = 58 KSI)
BASE PLATE
" " 1
PL 1 x 18 x l'-6*
PLAN SECTION
BASEPLATE - GRIDLINE A &
SCALE: NONE
AT CONCENTRATED LOAD
HUNG FROM BOTTOM CHORD
ROOF DRAIN OR OVERFLOW DRAIN
SEE NOTES ON DWG. S102
(SEE PLUMBING DRAWINGS FOR
OPENING SIZE AND LOCATION)
SUPPORT ANGLE L$214 TYP.
EACH SIDE BY STEEL SUPPLIER
TYPICAL ROOF DRAIN
SHIMS &
GROUT
I
r,I
I
r
I
I
I - I
2 1 /2" TYP.
BASE PLATE
PER SCHEDULE
PLAN
s
Y
z
V)
I
z
0
z
DOUBLE N
SECTION
BASE PLATE SCHEDULE
COLUMN
BASE PLATE
ANCHOR RODS
W10
PL I" x 18" x P-6"
(4)-11.0
LEVELING NUTS
ANCHOR RODS
PER SCHEDULE
ALL ANCHOR RODS SHALL BE ASTM F1554 GRADE 36 (FU = 58 KSI)
BASEPLATE - BRACE COLUMNS
SCALE: NONE