HomeMy WebLinkAboutS106 Roof Framing PlanS D
S D
S DFFREF.RAPSD
SD
-DENOTES TOP OF STEEL ELEVATION WITH RESPECT TO DATUM ELEVATION
-DENOTES THE NUMBER OF 3/4" DIA. x 5" (LONG) SHEAR STUDS.
-DENOTES MOMENT CONNECTION SEE SHT. S-XXX
-DENOTES FRAMED OPENING. COORDINATE SIZE AND LOCATION w/
ARCH. & MECH. DRAWINGS
-BEAM MOMENT SPLICE CONNECTION. SEE DETAILS.
(+/-x'-xx")
[X]
LEGENDNOTES
1. DATUM ELEVATION = 100'-0" = F.F.E.
2. T.O. ROOF STEEL ELEVATION = 172'-10 3/8"
3. T.O. PENTHOUSE STEEL ELEVATION = 182'-9"
4. D6 = COMPOSITE SLAB, 6 1/4" TOTAL THICKNESS LIGHTWEIGHT CONCRETE SLAB
ON 3", 20 GA, GALVANIZED COMPOSITE METAL DECK -BASIS OF DESIGN: VULCRAFT
3.0VL. REINFORCE WITH 4 LBS/CY STRUX90/40 (GRACE) MACRO-FIBER
REINFORCING.
5. PENTHOUSE ROOF DECK TO BE MIN. 1/2" WOOD STRUCTURAL SHEATHING PANEL.
FASTEN AT 6" O.C., PERIMETER, 12" O.C. FIELD. SEE ARCH.
6. R1 = 1 1/2", 20 GA., TYPE B, GALVANIZED METAL ROOF DECK. MINIMUM 2-SPAN
CONDITION.
7. PROVIDE A L3x3x1/4 EDGE-OF-DECK ANGLE OR 1/4" BENT-PLATE, EDGE-OF-DECK
PLATE AT ROOF PERIMETERS U.N.O. COORDINATE OVERHANGS WITH
ARCHITECTURAL DRAWINGS.
8. SEE S103 FOR LOW ROOF FRAMING.
9. MECHANICAL UNITS TO BE SUPPORTED OFF ROOF STRUCTURE WITH THERMALLY
BROKEN STANCHION (BASIS OF DESIGN: THALER) OR AS SHOWN ON .
/8 S504
A A
B B
C C
D D
1
1
2
2
3
3
3.8
3.8
4
4
5
5
R1
R1
R1
S106
2
5.6
5.6
HATCHED REGION INDICATES
ALLOWANCE FOR ADDITIONAL
MECHANICAL LOAD OF 25PSF
A.5 A.5
B.3 B.3
2.7
2.7
D.3 D.3
1/4" PER FOOT (UP)
1/4" PER FOOT (UP)
9
S504
9
S504
W8X4018 KW18X35W18X3512 KW21X4838 KW14X26W16X31W16X26W10X22W14X22W14X22W12X2220 KW18X4018 K20 KW18X4018 K19 KW18X4018 K16 KW18X3514 K17 KW21X4815 K18 KW16X40W18X35W18X35W18X35W18X35W14X26W14X2215 KW21X4813 K10 KW16X26W16X26W16X26W16X2611 KW21X4411 KW14X22W14X22W14X22W14X22W12X19W14X22W14X22W14X22W12X19W16X31W16X31W16X31W16X31W16X31W18X35W18X35W18X3539 KW21X6244 KW14X2610 KW14X2610 KW14X2610 K30 KW16X3115 KW14X22W14X22W14X22W14X22W14X22W12X22W14X22W12X19W12X19W14X22W12X22W14X22W8X13W6X9W10X12W16X31 W8X1312 KW18X3514 K14 K
W16X26
14 K
W10X12W12X14W8X13W8X24W8X24W8X24W14X22W14X22W14X22W8X13W8X13W8X13W8X13W14X26-0'-5 1/8"0'-2 5/8"0'-2 5/8"0'-10 1/4"0'-10 1/4 "
1 '-4 3/8"
1'-4 3/8"2'-2 1/4"
-0'-5 1/8"0'-2 5/8"0'-2 5/8"0'-10 1/4"0'-10 1/4"1'-6 1/8"1'-6 1/8"2'-2 1/8"2'-2 1/8"2'-2 1/4"0'-0"0'-2 5/8"0'-2 5/8"0'-10 1/4"0'-10 1/4"1'-6 1/8"1'-6 1/8"2'-2 1/8"-0'-5 1/8"-0'-5 1/8"-0'-5 1/8"0'-2 5/8"0'-2 5/8"0'-10 1/4"0'-10 1/4"1'-6 1/8"1 '-7 3 /4 "2 '-2 "1'-6 1/8"2'-2 1/4"2'-2 1/4"2'-2 1/8"1'-4 3/8"
W18X60W8X35 W24X62 W18X50 W24X68 W33X118W 1 8 X 4 0 W33X118W21X55W21X55W24X62W21X44
W33X118 W18X76 W24X55 W24X62 W24X62W30X99
W 2 1X44
W18X35
W24X76W12X53
LOWLOWLOW ELEVATOR HOIST BEAMS -
COORDINATE LOCATIONS AND
ELEVATIONS WITH ELEVATOR
SUPPLIER
14 K14 K16 K14 K14 K16 K13 K16 K16 K16 K16 K14 K16 K16 K16 K14 K13 K13 K13 K13 K15 K11 K16 K16 K16 K14 K33 K13 K13 K13 K13 K15 K11 K38 K38 K 38 K84 K 43 K 44 K91 K 217 K-FT
63 K
398 K-FT
79 K
23 K-FT8 K31 K-FT6 K25 K-FT5 K11 K 15 K 43 K 41 K 18 K18 K 17 K
79 K 51 K 34 K 33 K77 K 48 K 36 K 35 K
EQUIPMENT SUPPORT RAILS. SEE DETAILS.
COORDINATE EXTENTS AND POSITION WITH
MECH. PROVIDE ADDITIONAL
INTERMEDIATE FRAMING AS REQUIRED BY
UNITS. MIN. SIZE: GALV. L4X4X5/16.
W8X13
W8X13
W8X13 4'-0" MAX.12'-0" MAX.ACCU, 750 LBS. (TYP.,
SEE MECH.)
CU, 150 LBS. (TYP.,
SEE MECH.)
DOAS, 3500 LBS.
(SEE MECH.)
DOAS, 3500 LBS.
(SEE MECH.)
DOAS, 3000 LBS.
(SEE MECH.)
ACCU, 750 LBS. (TYP.,
SEE MECH.)
ROOF DRAIN.
COORD. WITH MEP.
ROOF DRAIN.
COORD. WITH MEP.
E.1
E.1
EQUIPMENT SUPPORT RAILS. SEE DETAILS.
COORDINATE EXTENTS AND POSITION WITH
MECH. PROVIDE ADDITIONAL INTERMEDIATE
FRAMING AS REQUIRED BY UNITS. MIN. SIZE:
GALV. L4X4X5/16.
9
S504
9
S504
2 0 K
1 8 K
COLD-FORMED FRAMING TO
CREATE PARAPET. SITE OR
PREFAB ELEMENTS. SEE
ARCH FOR FINAL PROFILE.
MAX SPACING 24" O.C.
COLD-FORMED FRAMING TO
CREATE PARAPET. SITE OR
PREFAB ELEMENTS. SEE
ARCH FOR FINAL PROFILE.
MAX SPACING 24" O.C.
HSS6X6X5/16 (HIGH)
HSS6X6X5/16 (HIGH)
HSS6X6X5/16 (HIGH)
HSS6X6X5/16 (HIGH)HSS6X6X5/16 (HIGH)HSS6X6X5/16 (HIGH)HSS6X6X5/16 (HIGH)HSS6X6X5/16 (HIGH)HSS6X6X5/16 (HIGH)HSS6X6X5/16 (HIGH)HSS6X6X5/16 (HIGH)
HSS6X6X5/16 (HIGH)HSS6X6X5/16 (HIGH)HSS6X6X5/16 (HIGH)HSS6X6X5/16 (HIGH)4" SCHEDULE 40 POSTS. SEE
DETAILS. (TYP.)
4" SCHEDULE 40 POSTS. SEE
DETAILS. (TYP.)W27X841
S506
5'-8 1/8"4'-1 3/8"
5'-2"
W16X31
W16X31 W14X26W14X261
0' - 0"
MI
N1 3 ' - 1 1 7 /8 "1 1 ' - 1 1 7 /8 "1
0' - 0" MI
Nø 5 ' - 0 "ø 4' - 0"ø 2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"
2' - 8" ±
3' - 0" ±
VIF
2' - 0" ±VIF2' - 0" ±VIF2' - 0" ±10
S504
5'-3 5/8"5'-0"ROOF FRAMES
AS REQUIRED FOR
MECH EQUIP.
B.5 B.5
PROVIDE (2) 3'X4' KNOCK
OUT PANELS IN COLD-
FORMED FRAMING AT
ROOF LEVEL (SEE ARCH)
T.O.S. = 173'-5 3/4" +/-
(COORD. W/ STAIR MNF)
7
S506
7
S506
15
S502
SIM.
15
S502
SIM.7'-8 1/2"7'-8 1/2"8'-2"9" E.O.S.SLAB D6. COORD.
WITH ARCH AND
TYP. DETAILS
B
1
B.3
600S162-54 AT 24" O/C
1
S506
7'-8 1/2"7'-8 1/2"8'-2"W12X26
W12X26
W12X26
W12X26
W12X19W12X19W12X19W12X19W12X19W12X19W12X26
W12X26
W12X26
W12X26
W12X19W12X19W12X19W8X21W8X21W8X21HSS6X6X5/8HSS6X6X5/8HSS6X6X5/8HSS6X6X5/8HSS6X6X5/8HSS6X6X5/8HSS6X6X5/8HSS6X6X5/8214 SF
S600
STAIR 2
B.5
3/16" = 1'-0"1 ROOF FRAMING PLAN
DATE:
PROJECT:
OTHER:
DRAWN BY:
A
B
C
D
E
F
G
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
Architecture
Planning
Interior Design
11 12
H
I
11 12
H
I
619 West State Street
Ithaca, New York 14850
132 E. Jefferson Street
Syracuse, New York 13202
p 607 273 7600 www.holt.com
phone: (585) 482-8130
www.jensenbrv.com
ROCHESTER, NEW YORK 14609
1653 EAST MAIN STREET
Structural Engineering Consultants2/10/2021 4:47:08 PMS106
ROOF
FRAMING PLAN
02/05/2021
2018089
NH Carpenter Park, Ithaca, NY 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING3/16" = 1'-0"2 PENTHOUSE FRAMING PLAN
REVISION SCHEDULE
NAME DATE
02/10/2021
Received by DiMarco 2/15/2021