HomeMy WebLinkAboutS506 Details & SectionsROOF T.O.S.
172'-10 3/8"
ROOF T.O.S.
172'-10 3/8"
1
MEP Roof
175' -9 25/64"
MEP PENTHOUSE
183' -4"PENTHOUSE FRAMING
PLAN
182'-9"
PENTHOUSE FRAMING
PLAN
182'-9"
ROOF JOISTS. SEE PLAN. AT GRIDLINE 1, BEAR
JOISTS ON CFMF WALL. AT OPP. END, PROVIDE
JOIST HANGERS.
1/2" MIN. WOOD STRUCTURAL PANEL. SEE NOTES. SEE ARCH.
CANTILEVERED STEEL BEAMS. MOMENT
CONNECT THRU COLUMNS. SEE PLAN. SEE
DETAILS. SEE NOTES
ROOF DECK. SEE
PLAN. SEE NOTES.
COLD FORMED
METAL FRAMING
AT 24" O.C. MAX.
SEE ARCH FOR
FINISHED PROFILE.
SEE NOTES.
RIGIDLY CONNECT CFMF
TO STRUCTURAL STEEL
AS REQUIRED TO
PRODUCE ARCH.
REQUIRED SHAPE.
THERMALLY BROKEN MOMENT SPLICE
CFMF WALL. NOTE -
WALL IS NOT
ALIGNED WITH
COLUMN ON SOUTH
SIDE OF ENCLOSURE
STEEL COLUMN.
SEE PLAN
ROOF BEAM. SEE PLAN.
SEE DETAILS FOR
MOMENT CONNECTIONS.
CONDITIONED SPACE UNCONDITIONED
SPACE
POST BASES
WELDED OR
BOLTED TO TOP
FLANGE OF
BEAMS.
CURTAIN WALL
CAPTURE
BRACKETS (BY
OTHERS)
ROOF DECK. SEE
PLAN. SEE NOTES.
0.17:12
-1'-7"
-1'-8 5/8"
CFMF KNEE WALL (SEE ARCH.)
TYP 4
PLACES
TYP 4
PLACES
HSS BRACE
(SEE PLAN)
HSS BRACE
(SEE PLAN)
1/2" MIN. GUSSET PLATE
STEEL BEAM
(SEE PLAN)WORK POINT
CL
STEEL BEAM (SEE PLAN)
CONCRETE SLAB
ON METAL DECK
(SEE PLAN)
HSS BRACE
(SEE PLAN)
STEEL COLUMN
(SEE PLAN)
1/2" MIN. GUSSET PLATE
WORK POINT
T.O. SLAB
(SEE PLAN)
T.O. STEEL
(SEE PLAN)
CL 6 1/4" COMPOSITE SLAB (SEE PLAN)
B.O. SUPPORT COORD. W/ MNFR2'-3 3/4"3/8" DIA. HANGER RODS AT 30" O/C BY MNFR
(COORD W/ DOOR MNFR FOR HOLE LOCATIONS)
W10X33
STEEL BEAM (SEE PLAN)1'-9"1 1/2"9"1 1/2"1 1/2"1 1/2"6 1/2"5"6 1/2"12"
W10X112 COLUMN. SEE PLAN
1 1/4" THICK COLUMN BASE AND
CAP PLATES. SEE SECTION.
STRUCTURAL THERMAL
BREAK MATERIAL (BASIS OF
DESIGN FABREEKA TIM).
ALIGN TOP OF THERMAL
BREAK WITH TOP OF
INSULATION. SEE ARCH.
(8) 3/4" DIA. A325,
THERMALLY
ISOLATED BOLTS.
EXTERIOR FINISH
ASSEMBLY WITH
INSULATION. SEE ARCH.
HSS6X6 COLUMN.
SEE PLAN
3/4" THICK
COLUMN BASE
AND CAP PLATES.
SEE SECTION.
(4) 3/4" DIA. A325,
THERMALLY
ISOLATED BOLTS.1 1/2"1 1/2"9"1 1/2"
12"
SECTION - HSS6X6SECTION - W10
CL
COLD-FORMED METAL STUDS.
SEE NOTES, SEE ARCH.
ROOF MEMBRANE. SEE ARCH.
ROOF DECK. SEE PLAN
INSULATION. SEE ARCH.
5/16" BENT PLATE
STEEL BEAM. SEE PLAN
DEFLECTION CONNECTION
AT EACH STUD
INSULATION AND BRICK.
SEE ARCH.
NOTE: AT "SIM." DECK RUNS
OPPOSITE DIRECTION
VARIES. SEE ARCH.
1/4" CLEAR
ROOF DECK (SEE PLAN)
ROOFING MEMBRANE (SEE ARCH)
8" CMU W/ #5 BARS AT 48" O/C
1/4" BENT PLATE W/ VERT.
SLOTTED HOLES. FASTEN TO
UNDERSIDE OF ROOF DECK
3/8" DIA. MASONRY SCREW
ANCHOR AT 2'-0" O/C
FIRE CAULK GAP (SEE ARCH)
HSS3X3X1/4 DOOR FRAME.
SEE ARCH FOR LOCATIONS
AND DIMENSIONS.
1/2" THICK X 10" X 3" BASE
PLATE AT EACH POST
(2) 3/8" X 3 1/4" HEAVY
DUTY SCREW ANCHORS
AT EACH POST
1/2" GUSSET WITH (2) VLSSL
HOLES. (SLIP CONNECTION)1 1/2"6"10"4"L6X4X5/16 BY 16" LONG (MIN.) AT
EACH POST. IF FIELD CONDITIONS
PERMIT, ANGLE MAY BE CONT. OVER
DOOR. PROVIDE (2) 3/8" X 3 1/4"
HEAVY DUTY SCREW ANCHORS FOR
EACH POST. SEE NOTE. COORDINATE
WITH FIELD CONDITIONS.
NOTE: TOP CONNECTION MAY BE TO STEEL
IF REQUIRED. WELD TOP ANGLE TO STEEL
BEAM WITH MIN (4) 1/4" FILLET WELD OR
PROVIDE (2) 3/4" A325 BOLTS AT EACH
VERTICAL POST.
(2) 5/8" A307 BOLTS
TOP OF SLAB
(SEE PLAN)
BOTTOM OF
DECK ABOVE
(SEE PLAN)
1
THIRD FLOOR T.O.S.
127'-11 3/4"
COMPOSITE SLAB. SEE PLAN FOR EXTENTS.
HEADED STUDS. SEE NOTES.
SUPPORT ANGLE FOR CURTAIN WALL.
L6X6X3/8" ASSUMED. COORD WITH
CURTAIN WALL SUPPLIER.
3/4" DIA. HOLLOW-BOLT OR
APPROVED EQUIVALENT AT 12"
O.C.
THERMAL BREAK MATERIAL. BASIS
OF DESIGN: FABREEKA TIM.
CURTAIN WALL. SEE ARCH.
SECOND FLOOR T.O.S.
113'-5 3/4"
3.9
HALFEN ADJUSTABLE
BRICK SUPPORT SYSTEM
AND CONCEALED LINTEL
(BY OTHERS)
THERMAL BREAK
MATERIAL (BASIS OF
DESIGN "FABREEKA TIM"),
1/2" THICKNESS ASSUMED
OPENING TO BE SHORED UNTIL
MORTAR IS CURED AND
SHORING REMOVAL APPROVED
BY LINTEL SUPPLIER.
HSS BRICK SUPPORT. SEE
PLAN
L3X3X1/4 KICKERS AT 6'-0"
O.C. (MAX.)
TYP. CFMF WALL STUDS.
PROVIDE TOP SLIP CONN.
SEE DETAILS.
FLOOR SLAB. SEE PLAN.
AT AREAS NOT ENCLOSED BY
STOREFRONT, PROVIDE (2)
BRICK REVEAL AT BOTTOM OF
WALL. COORD. WITH ARCH.
STOREFRONT. SEE ARCH.
PER ARCH.BLOCKING AND SEALANT.
SEE ARCH.
SECOND FLOOR T.O.S.
113'-5 3/4"
3.9
HALFEN ADJUSTABLE
BRICK SUPPORT SYSTEM
AND CONCEALED LINTEL
(BY OTHERS)
THERMAL BREAK
MATERIAL (BASIS OF
DESIGN "FABREEKA TIM"),
1/2" THICKNESS ASSUMED
OPENING TO BE SHORED
UNTIL MORTAR IS CURED
AND SHORING REMOVAL
APPROVED BY LINTEL
SUPPLIER.
HSS BRICK SUPPORT. SEE
PLAN
MIN. 3/4" GUSSET. AND
SHEAR CONNECTION TO
HSS BRICK SUPPORT.
DESIGN LOAD = 15 KIPS
TYP. CFMF WALL STUDS.
PROVIDE TOP SLIP CONN.
SEE DETAILS.
FLOOR SLAB. SEE PLAN.
THERMALLY BROKEN
COLUMN SPLICE. SEE
5/S506.
DATE:
PROJECT:
OTHER:
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Architecture
Planning
Interior Design
11 12
H
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11 12
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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 4:47:21 PMS506
DETAILS AND
SECTIONS
02/05/2021
2018089
RF Carpenter Park, Ithaca, NY 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING3/4" = 1'-0"1 SECTION THRU PENTHOUSE
3/4" = 1'-0"2 BRACE FRAME 1
3/4" = 1'-0"3 BRACE FRAME 2
3/4" = 1'-0"4 FOLDING PARTITION SUPPORT
3/4" = 1'-0"5 THERMALLY BROKEN COLUMN SPLICE
3/4" = 1'-0"6 LOW ROOF EDGE DETAIL
3/4" = 1'-0"7 TOP OF ELEVATOR SHAFT
3/4" = 1'-0"8 REINFORCED DOOR FRAME
3/4" = 1'-0"11 SECTION AT CURTAIN WALL AND STAIR 2
3/4" = 1'-0"9 BRICK SUPPORT AT 3.9 LINE
3/4" = 1'-0"10 BRICK SUPPORT AT W-SHAPE COL.
REVISION SCHEDULE
NAME DATE
02/10/2021
Received by DiMarco 2/15/2021