HomeMy WebLinkAboutB17-0092_S-200_1508947819.pdfA AAPPROXIMATE LINE LOCATION
2'-8"1'-0"3'-8" 8" 2" NOTCH
EXISTING CONCRETE BEAM
12x64 WITH (3) #8 T&B AND
#3 TIES AT 10" OC. FIELD
VERIFY ALL LOCATIONS OF
EXISTING REINFORCING
CEILING
NEW 5" DIA HOLE. CORE THROUGH EXISTING BEAM. PRIOR TO
CORING OF EXISTING BEAM, GPR (GROUND PENETRATING
RADAR) EXISTING BEAM TO LOCATED REINFORCING STEEL. FIELD
LOCATED HOLE AROUND EXISTING REINFORCING STEEL. DO NOT
DAMAGE EXISTING REINFORCING STEEL
F.V.3'-1 1/2"
FFE = 61'-4"2'-8"1'-0"10" 8" CEILING
5" DIA HOLE
APPROXIMATE LINE LOCATION
HDG PL 3/16x3
PIPE CLAMP AND CONNECTION
TO FRAME BY OTHERS
HDG HSS 3/16x3x3
WITH 1/4" CAP PLATE
DUCT
SEE MECHANICAL
HDG L4x4x3/16x2'-0
T&B
1
1
1/8 1
1/8 1
TYP. ANGLE
TO
EXISTING
METAL
STUD
1/8 2
1/8 2
1/4
EXTERIOR VENEER
PROVIDE ONE FRAME
EACH SIDE OF DUCT
FIELD VERIFY EXISTING METAL STUD SPACINGEQEQ 1" 1'-6" 1"LOCATE BEAM REINF
PRIOR TO DRILLING ANCHORS.
DO NOT CUT OR DAMAGE
5/16TYP
5/16
5/16TYP
6 1/2"
4'-0" 8"
VIF
1'-5"
(E)
6"Ø PEN
2"1" T&B
4"4" EQ EQ 4'-0 WIDE BY 1'-6 TALL
OPENING. DRILL OR CORE
CORNERS. DO NOT OVERCUT
WASHER PL 1/4x4x4
W/ STD HOLE
C12x20.7 EF W/ 3/4"Øx4 1/2" EMBED
HILTI KWIK BOLT T2 @ 12" OC
1 3/4"Ø HOLE IN CHANNEL
ELEVATION
3/16 3
2 SIDES,
TYP
LEVEL 2 FFE
EXISTING
SPANDREL BEAM
4 1/2"
1'-0" 1'-4 1/2"
1'-1" 1'-0" 2"
3'-0"
6
2" MAX
1/2"
1/2"5/16
5/16 (3) SIDES
TYP
FITTED STIFF PL
5/16 TYP
L6x4x5/16x12" @ 5'-0" OC W/
(2) 3/4"Ø HILTI KWIK TZ
EXPANSION BOLTS5 1/2" F.V.
8" F.V. CUT BEYOND EAST FACE OF EXISTING COLUMN/BEAM
2"4" 2" 8" 2"
EXISTING 1969 CLINIC
SOFFIT
EXISTING 2001 BUILDING
2ND FLOOR
4"NOTE:
DO NOT DAMAGE EXISTING
REBAR. PROVIDE 2" LONG
SLOTTED HOLES AND
PLATE WASHERS FOR FIELD
ADJUSTABLITY
1/2" SHIM PLATE (F.V.)
TACK WELD TO 7/8"
PLATE BELOW
PL 7/8"x20"x6" @5'-0" OC
W/ (2) 3/4"Ø HILTI KWIK
TZ EXPANSION BOLTS
8" F.V. CUT BEYOND EAST FACE OF EXISTING COLUMN/BEAM
5 1/2" F.V.
2" 8" 6" 4"
EXISTING 1969 CLINIC
SOFFIT
EXISTING 2001 BUILDING
2ND FLOOR
4"NOTE:
DO NOT DAMAGE EXISTING
REBAR. PROVIDE 2" LONG
SLOTTED HOLES AND
PLATE WASHERS FOR FIELD
ADJUSTABLITY
SEE FOR
ANGLE
3/4" CAP PL W/ (4) 3/4"
Ø EXPANSION BOLTS
5 1/2"
8" F.V. CUT BEYOND EAST FACE OF EXISTING COLUMN/BEAM
6/S-200
HSS4x4x1/4
2" 2"8" 2"8" 2" 3/16 T&B EQEQ2" 8" 2"
3/4" PL WITH (2) 3/4"Ø
HAS THR ROD. DRILL
& EPOXY W/ HILTI
HIT-HY 200
1 1/2" GROUT
4 1/2"
EXISTING 1969 CLINIC
SOFFIT
4" 4"NOTE:
DO NOT DAMAGE EXISTING
REBAR. PROVIDE 2" LONG
SLOTTED HOLES AND
PLATE WASHERS FOR FIELD
ADJUSTABLITY
2901 Blake Street, Suite
100
Denver, CO 80205
303.861.8555
Denver
1
A
B
C
D
E
2 3 4 5 6
A
B
C
D
E
1 2 3 4 5 6
DPA Project:
Sheet Number:
COPYRIGHT - DAVIS PARTNERSHIP, P.C.
Sheet Title:
Revisions Date No.
Sheet Information
Project Information
Issuance Date
Consultant
CENTRAL
WING RENOVATION
PERMIT
RESUBMISSION
07/11/17
MM JOB #: PRINCIPAL:EOR: PROJECT MANAGER:
DESIGNERS:DATE PRINTED:
FILE PATH:
8/31/2017
11:27:45 AMC:\Proj\16.0188 - VVMC
CENTRAL
ENABLING - RS17_mrenes.rvt
C:\Proj\16.0188 - VVMC CENTRAL
ENABLING -RS17_mrenes.rvt
16.0188.S.01
S-200VAIL VALLEY
MEDICAL
CENTER
180 S. Frontage
Road West,
Vail, CO 81657FRAMING DETAILS
Michael Renes
Michael Renes
Shane McCormick
16.0188.S.01Shane McCormick 1/2" = 1'-0" 2 FRAMING DETAIL
1/2" = 1'-0" 3 FRAMING DETAIL
3/4" = 1'-0" 4 DUCT SUPPORT DETAIL
1
1
1
1
ADDENDUM 2 06.12.2017 1
RFC 037 08.01.2017 2
ASI 04 08.31.2017 3
3/4" = 1'-0" 9 AREA B PEN
2
3/4" = 1'-0" 6 DETAIL AT EXISTING PAN JOIST
3/4" = 1'-0" 7 DETAIL AT EXISTING 6" SLAB
3/4" = 1'-0"8 DETAIL AT EXISTING PAN JOIST AND
POST DOWN TO EXST FND
3
3
3
08.31.201710/25/17