HomeMy WebLinkAboutDRB130162 PLAN APPROVED0
0
s
0
SUPPORTED
CONCENTRATED LOAD
L
JOIST PANEL
L2 1/2x2 1/2x1/4 POINT
STIFFENER
6===== , F_
r___1 r___1 r 1 r_J 21/2" MIN
3/16 V EE, TYP
HORIZONTAL — PROVIDE L21/2x21/2x1/4 KICKER WELDED
LOAD TO TOP CHORD OF ADJACENT JOIST
WHERE HORIZONTAL LOADS IMPOSED
L ON BOTTOM CHORD
JOIST PANEL POINT
HANGING
NOTES: LOAD
1. STIFFENER REQUIRED FOR ALL CONCENTRATED LOADS WHERE L EXCEEDS 3"
C6x13 AT'B' DECK
MC8X21.4 AT'N' DE
PLACE OVER HIGH PLAN VIEW
FLUTE NEAREST OPNG
AT JOIST, EXTEND
CHANNEL TO EDGE
AT EA
CHANNEL 3/16
TOE,TYP
ANGLE TO
CHANNEL)
TYP 3116
SECTION
ALTERNATE FRAME OPTION
CUR DIM IN ANY DIRECTION:
z 18 11, NO REINFORCEMENT REQUIRED
< 18 ", TREAT GROUP AS INDIVIDUAL
OPNG W/ EXTENTS AS SHOWN,
PROVIDE REINF PLA
ROOF DECK OPNG:
COORD SIZE AND
LOC WITH MEP AND
ARCH,TYP
Design Review
Staff Approval
T f By Joe Batcheller at 4:23 pm, May 23, 2013
imm MAX
STL BM OR JOIST
�a
INDIVIDUAL OPNG OR _�
GROUP OF SMALLER
OPNGS
L4x4x5/16, 4 SIDES OF
OPNGS PLAN VIEW
,
L 3x3x1 /4 FIELD CUT
AS REQUIRED 2 "MH
AT BEAM, EXTEND AT JOIST, EXTEND
CHANNEL TO CL, MIN ANGLE LEG TO EDGE
COPE LEG EE' �T
TYP 3116 1/4" MAX
SECTION
AT OPENINGS LARGER THAN 13" TYPICAL FRAME OPTION
CLR DIM IN ANY DIRECTION:
>: 24 ", PROVIDE REINF PLATE AS SHOWN
< 24 ", TREAT GROUP AS INDIVIDUAL
OPNG W/ EXTENTS AS SHOWN, PROVIDE
FRAME
Jr- l7KVUF'
AT OPENINGS UP TO 6"
NOTES:
1. FRAMES WILL SUPPORT THE WEIGHT OF A 500 LB MECH UNIT
L
D
D
e
D
INDIVIDUAL OPNG
OR GROUP OF
SMALLER OPNGS
PL 16GA (MIN)
ABOVE OR
BELOW DECK
#10 TEK SCREWS
AT PLATE EDGES,
(2) PER FLUTE
PERP TO DECK
AND AT CORNERS
3/16
3/16
AT OPENINGS LARGER THAN 6" UP TO 13"
� r5 - TYPICAL STRUCTURAL DETAILS
1" = 1' -0"
EXISTING ROOF TOP
EQUIPMENT
zr_
WEST ELEVATION
1 /8)) = 1 , -0„
TYP
ADJACENT OPNG
c�
O
w
z
x
w L
z a
x
TOP OF 42" HIGH ROOF TOP UNIT
RE: MECHANICAL
ON 12" CURB; UNIT MOSTLY HIDDEN
x
BY EXISTING UNIT
x
AS REQUIRED
x x x x
RIGID INSULATION STRAPPED TO CURB
WATER STOP
SEAM TAPE, MASTIC, OR LAP
SEALANT PER MANUFACTURER'S
STANDARDS
6" MAX
EXTENTS OF GROUP
AT OPENINGS LARGER THAN 6" UP TO 13"
� r5 - TYPICAL STRUCTURAL DETAILS
1" = 1' -0"
EXISTING ROOF TOP
EQUIPMENT
zr_
WEST ELEVATION
1 /8)) = 1 , -0„
TYP
ADJACENT OPNG
c�
O
w
z
x
w L
z a
A2.0 1" = 1' -0"
ROOF TOP EQUIPMENT;
TOP OF 42" HIGH ROOF TOP UNIT
RE: MECHANICAL
ON 12" CURB; UNIT MOSTLY HIDDEN
EXTEND EPDM UP AND
BY EXISTING UNIT
OVER CURB;MASTIC EPDM
AS REQUIRED
RIGID INSULATION STRAPPED TO CURB
WATER STOP
SEAM TAPE, MASTIC, OR LAP
SEALANT PER MANUFACTURER'S
STANDARDS
GRAVEL BALLAST (MATCH OR
WOOD NAILERS
> RE -USE EXISTING)
SINGLE -PLY FULL ADHERED
EXISTING METAL DECK
EPDM ROOFING MEMBRANE
(60 MIL FIRESTONE RUBBERGARD
STEEL ANGLES
OR EQUAL); LAP AND SEAL WITH
EXISTING MEMBRANE
EXISTING INSULATION
4� CURB
DETAIL
A2.0 1" = 1' -0"
TOP OF 42" HIGH ROOF TOP UNIT
ON 12" CURB; UNIT MOSTLY HIDDEN
BY EXISTING UNIT
T.O. PARAPET EXTENSIONS
EL. (145' -0")
T.O. PARAPET
EL. (140' -0 'g
I
T.O. ROOF
EL. (136' -0 ")
0
I
N
LEVEL 3
EL. (124' -0 ")
0
I
N
LEVEL 2
EL. (112' -0 ")
0
I
N
LEVEL 1
EL. (100' -0 ")
0
I
N
LEVEL 0
EL. (88' -0 ")
ROOF PLAN
A�
2.
1/8)) = V-0))
EXISTING ROOF TOP 42" HIGH ROOF TOP
EQUIPMENT UNIT ON 12" CURB;
(UNIT EXCEEDS PARAPET
HEIGHT BY 6 ")
0 2' 4' (0
I_IJ
�J
1 I I I�J�I��I ICJ
2 SOUTH ELEVATION
LO) 1/8„ — 1 , -0„
RECEIVED
By David Rhoades at 1:58 pm, May 15, 2013
DAVIS
PARTNERSHIP
ARCH I T E C T S
Denver 2301 Blake Street, Suite 100
Denver, CO 80205 303.861.8555
Vail 0225 Main Street, Unit C101
Edwards, CO 81632 970.926.8960
MARTIN MARTIN
0225 MAIN STREET; SUITE C101
EDWARDS, COLORADO 81632
970.581.2546
BEAUDIN GANZE CONSULTING ENGINEERS
222 CHAPEL PLACE, UNIT AC -201
P.O. BOX 9650
AVON, COLORADO 81620
970.949.6108
• 1 \ [•�
OF C04
•
QO
SCOTT MICHAEL
NEVIN
202985
iC"
� A
5/10/2013
Vail
Valley
Medical
Center
Concierge
Clinic
US Bank Building
Suite 306
108 South Frontage Road
Vail, Colorado 81657
Sheet Title:
ROOF PLAN
EXTERIOR ELEVATIONS
NOTES AND DETAIL
Permit Set 10 May 2013
Sheet Number:
A200
DPA Project: 13908.00.000
COPYRIGHT 2013- DAMS PARTNERSHIP, P.C.