40 A2-2 - BUILDING ELEVATIONS Signage Proposal 0 1 2 3 4 5 6 6.8 7 8 8.5 9 10 10.2 11 12 13 14 15 16
2 2 1 2
A3.3 A2.3 A2.5 A2.4
211'-5 1/2"
I I I I
13'-2 3/4" 13-10" 13'-0" 13-10" 13-10" 13'-0" 13'-0" 13'-0" 6'-11 3/4" 6'-0 1/4" 13'-0" 13'-0" 16'-0" 13'-0" 13'-0" 13'-0" 13'-2 3/4"
T.O.
B6 ACON
G1 I I I I
T.O.BEACON PARAPET 08.033 I I I
162'-6"
07.065 ,: E-3
07.071
06.158
T.O.PARAPET 3 07.071
07.071
156'-0" E 1
E-2 , 07.026
T.O.HIGH PARAPET FRAMING
152'-0
T.O.LOW PARAPET FRAMING "-' -
150 0
-
co co co' E 2
0
- - E-4
T.O.ROOF JOIST
'-
146 5718
- C1
ROOF JOIST BEARING
145' 6" E 4 io
C_1
E_2
E-2
4TH FLOORfT.O.DECK) i
134'-10 3/4"
I I
I I I (o I
N 7 --_ - , - - - - - 1 - , 0 N , - -
3RD FLOO IT.O.DECK)
124'-4 3/4"
I I 07.026
ir
in
iv I I I N I 07.026
1 1 1 O 1
I
ILK E-4 � I 07.071
01.039
C-1 05.082
2ND FLOO IT.O.DECK) LAM no
113'-10 3/4"
05.068
IC-1
A /
1ST FLOOR_T.O.SLAB
100'-0--
SOUTH
00'-0"
SOUTH ELEVATION
1/8"=1'-0"
EXTERIOR MATERIAL LEGEND KEYNOTE LEGEND
H G F E D C B A
TYPE MATERIAL COLOR GRAPHIC 01.039 OPEN AIR TRELLIS.
117'-3 1/2" 02.032 30'TALL FLAGPOLE PER SPEC SECTION 107500"FLAGPOLES."REFER TO STRUCTURAL DRAWINGS FOR
WHITE/OFF-WHITE PER TILE SPECIFICATION FOUNDATIONS.PROVIDE UP-LIGHTS AT FLAG-POLE.SEE ELECTRICAL DRAWINGS FOR FIXTURE TYPE AND
jh 6'-5 1/2" 29'-9 1/4" 5'-10" 29'-9 1/4" 6'-5 1/2" 17'-0' 22'-0' T-1 TILE CIRCUITING.
T.O.BEACON 1/3 RUNNING BOND PATTERN
166'-6" 02.033 REFER TO CIVIL DRAWINGS FOR FINISH GRADE.
E-1 EIFS BENJAMIN MOORE: HC-70 VAN BUREN BROWN 05.068 22 GAUGE PREFINISHED SHEET METAL WRAPPING 2X WOOD FASCIA. FASTENERS SHALL BE CONCEALED
BY CAP FLASHING AND GLASS-MAT SHEATHING AT UNDERSIDE OF CEILING. PROVIDE"S"POCKET SEAMS
T.O.BEACON PARAPET E-2 EIFS BENJAMIN MOORE:2109-70 A LA MODE CENTERED ON WIDTH OF FASCIA.
162'-6" G1 05.081 EXPOSED STEEL COLUMN AT CANOPY AND/OR OVERHEAD TRELLIS PER STRUCTURAL DRAWINGS.FINISH
E-3 WITH HIGH PERFORMANCE COATING PER SPECIFICATION SECTION 099600"HIGH PERFORMANCE
E-1 E-3 EIFS BENJAMIN MOORE:398 FLOWER POWER(GREEN) COATINGS."TYPICAL.
1 1 05.082 EXPOSED STEEL BEAM AND ASSOCIATED STRUCTURE PER STRUCTURAL DRAWINGS.FINISH WITH HIGH
C-1 A2.4 A2.3 E� EIFS BENJAMIN MOORE:2111-50 STONE HARBOR PERFORMANCE COATING PER SPECIFICATION SECTION 099600"HIGH PERFORMANCE COATINGS."
T.O.PARAPET 3 !1/ 7 0 71 \ TYPICAL.
156'-0" E-4 E-1 CO_7 / 06.158 DIAGONAL BRACING AT ROOF PARAPET-SEE STRUCTURAL FOR DETAILS.
C-1 FIBER CEMENT MATCH HARDIBOARD:SMOKED OYSTER 2109-40
E_2 , E 2 , 07.071 SIDING 07.026 1-1/2"WIDE V-GROOVE ACCENT EIFS JOINT.SEE 2/A2.5.
07.027 EIFS CONTROL JOINTS PER MANUFACTURER'S RECOMMENDATIONS.
T.O.HIGH PARAPET FRAMING CLEAR LAMINATED GLASS WITH WHITE PVB INTER-
152'-0" ,"- ., , LAYER PER SPECIFICATION 07.065 PRE-FINISHED PARAPET CAP FLASHING.
G-1 GLASS
T.O.LOW PARAPET FRAMING 07.071 PREFINISHED METAL COPING CAP OVER TPO ROOF MEMBRANE. LAP FACE OF COPING 21/2"MIN.OVER
150' 0"
I
WALL FINISH AND ATTACH TO CONTINUOUS CLEAT ALONG FRONT FACE. ANCHOR CLEAT TO 5/8"
M-1 METAL BENJAMIN MOORE:WHITE DOVE OC-17 PRESSURE TREATED PLYWOOD AND PRESSURE TREATED WOOD BLOCKING. ATTACH 4"MINIMUM BACK
r(OW5 '
m E-4 FACE OF COPING WITH EXPOSED FASTENERS. EXTEND ROOF FLASHING MEMBRANE FLASHING OVER
g=ao4�� o ao�4oa
T.O.ROOF JOIST I PLYWOOD AND WOOD BLOCKING ENDS AT FRONT AND BACK FACE OF PARAPET. SLOPE OF PARAPET TO
146'-5 7/8" , , C-1 MAINTAIN 1/2"PER FOOT MINIMUM.
07.077 PREFINISHED METAL 4"122 GAUGE GUTTER WITH 1/8"X 1"PREFINISHED STEEL BRACKETS 36"O.C.PER
SPECIFICATIONS. SEE NRCA DETAIL MB24 FOR ATTACHMENT AND FLASHING DETAILS.
ROOF JOIST BEARING ❑ 07.079 PREFINISHED METAL 8"WIDE SCUPPER OVER TPO MEMBRANE BASE FLASHING.PROVIDE DRIPS ON BOTH
145'-6" ❑ I SIDES.LAP FACE OF COPING 3"OVER FRONT FACE AND ATTACH TO CONTINUOUS CLEAT.
07.026 08.033 36"X 36"GALVANIZED LOCKABLE ACCESS PANEL. FIELD PAINT TO MATCH ADJACENT FINISH COLORS.
07.027
4TH FLOOR(T.O.DECK) , ,
134'-10 3/4"
L71
' I
N REVISIONS
- 07.026
3RD FLOOR(T.O.DECK) 02.032
124'-4 3/4" j
2
TI
07.071 E-2 M-1 A3.7 BUILDING ELEVATIONS
�, I 07.079
r> E-1 , 05.082 ,
C-1
T-1 07.077
1 HOME2 SUITES by HILTON
2ND FLOOR(T.O.DECK) 07.079 05.081
113'-10314" -
E-1 524 AVIATION RD QUEENSBURY,NEW YORK
05.068
E-4 IM-1
C_1 1
GERRI A. KIELHOFNER,IT AIA - ARCHITECT
N o5.os1 319 N MAIN ST.SUITE 200,SPRINGFIELD,MISSOURI,65806 T:417-865-6100
Ii 02.033 T-1 I T 1
UNAUTHORIZED ALTERATION OR ADDITION TO THIS COPYRIGHT 2016 GERRI A KIELHOFNER
1sT FLoo�T.o. LAB) 1 DOCUMENT IS A VIOLATION OF ARCHITECTURE-PART DRAWN BY ISSUE DATE
1ST-L 69.5-SEALS OF NEW YORK STATE EDUCATION LAW BILL 04/03/2017
Lm RED A CHECKED BY PROJECT
RC' BJV 15089.H2QN
EAST ELEVATION
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2 �- -�
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"OF NEW 04-03-2017
•
GERRI A.KIELHOFNER,AIA
NY LICENSE NUMBER 036286
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