40 A2-1 - BUILDING ELEVATIONS 16 15 A2.4 14 13 12 11 10.2 10 A2.5 9 8.5 8 A2.3 7 6.8 6 5 A3.5 4 3 2 1 0
211'-51/2"
13-2 3/4" 13'-0" 13'-0" 13'-0" 16-10" 13-10" 113-10" 6-0 1/4" 6-11 3/4" 13'-0" 13-10" 13-10" 13'�0" 13-0" 13-10" 13-10" 13-2 3/4"
rL T.O.BEACON
166'-6" I I I
rL T.O.BEACON PARAPET I I I G1
IV 162'-6" , E-3
I I I 07.071
E-1
E-2 E-2
10.041
T.O.PARAPET 3 1 , 1 ,
156'-0" E-4 07.027 E-4 07.071
07.071 E-1
T.O.HIGH PARAPET FRAMING
152 0
T.O.LOW PARAPET FRAMIN io
I � I
1
150'-0"
r
1,_ r
T.O.ROOF JOIST
�-
146'-5718"
�_ TlI
ROOF JOIST BEARING
145'-6" I I
I I I I E-4
C-1
E-2
4TH FLOOR T.O.DECK)
134'-10 3/4"
I I
LF � I I I
3RD FLOOR(T.O.DECK)
124'-4 3/4"
- I
04.006
I I 05.082 I
01.039 E_2 , 01.039
T.O.LOW PARAPET
114'-6" 07.071 C-1
2ND FLOOR T.O.DECK)
113'-10 3/4"
ih M-1
ih T-1 , 05.081 I- 05.068
NhL
d1
1ST FLOOR T.O.SLAB
100'-0"
26.022 10.018 10.041 T-1 Lo T-1 02.032
NORTH ELEVATION Lm09.104 T-1 06.022
1 05.081
1/8"=1'-0"
EXTERIOR MATERIAL LEGEND KEYNOTE LEGEND
TYPE MATERIAL COLOR GRAPHIC 01.039 OPEN AIR TRELLIS.
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
T-1 TILE 1/3 RUNNING BOND PATTERN CIRCUITING.
02.033 REFER TO CIVIL DRAWINGS FOR FINISH GRADE.
E-1 EIFS BENJAMIN MOORE:HC-70 VAN BUREN BROWN 04.006 PRECAST CAP ON MORTAR SETTING BED OVER 5/8"CEMENT BOARD OVER 3/4"FIRE-RETARDANT TREATED
PLYWOOD.
E-2 EIFS BENJAMIN MOORE:2109-70 A LA MODE 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
CENTERED ON WIDTH OF FASCIA.
E-3 EIFS BENJAMIN MOORE:398 FLOWER POWER(GREEN) 05.080 PREFORMED ALUMINUM SILL.SLOPE TO DRAIN.
05.081 EXPOSED STEEL COLUMN AT CANOPY AND/OR OVERHEAD TRELLIS PER STRUCTURAL DRAWINGS.FINISH
E-4 EIFS BENJAMIN MOORE:2111-50 STONE HARBOR WITH HIGH PERFORMANCE COATING PER SPECIFICATION SECTION 099600"HIGH PERFORMANCE COATINGS."
A B C D E F G H TYPICAL.
C-1 FIBER CEMENT MATCH HARDIBOARD:SMOKED OYSTER 2109-40 05.082 EXPOSED STEEL BEAM AND ASSOCIATED STRUCTURE PER STRUCTURAL DRAWINGS.FINISH WITH HIGH
SIDING PERFORMANCE COATING PER SPECIFICATION SECTION 099600"HIGH PERFORMANCE COATINGS."TYPICAL.
117'-3 1/2" 06.022 2X WOOD RAIL CAP WITH RADIUSED EDGES.
T.O.BEACON G-1 GLASS CLEAR LAMINATED GLASS WITH WHITE PVB INTER- 07.026 1-1/2"WIDEV-GROOVEACCENT EIFS JOINT.SEE 2/A2.5.
166'-6" LAYER PER SPECIFICATION
07.027 EIFS CONTROL JOINTS PER MANUFACTURER'S RECOMMENDATIONS.
22'-0" 17'-0'. 6'-5 1/2" 29'-9 1/4" 5'-10" 29'-9 1/4" 6'-5 1/2" 07.065 PRE-FINISHED PARAPET CAP FLASHING.
M-1 METAL BENJAMIN MOORE:WHITE DOVE OC-17
T.O.BEACON PARAPET 07.071 PREFINISHED METAL COPING CAP OVER TPO ROOF MEMBRANE. LAP FACE OF COPING 21/2"MIN.OVER WALL
162'-6" FINISH AND ATTACH TO CONTINUOUS CLEAT ALONG FRONT FACE. ANCHOR CLEAT TO 5/8"PRESSURE
G1 TREATED PLYWOOD AND PRESSURE TREATED WOOD BLOCKING. ATTACH 4"MINIMUM BACK FACE OF
COPING WITH EXPOSED FASTENERS. EXTEND ROOF FLASHING MEMBRANE FLASHING OVER PLYWOOD AND
E-3 WOOD BLOCKING ENDS AT FRONT AND BACK FACE OF PARAPET. SLOPE OF PARAPET TO MAINTAIN 1/2"PER
1 1 FOOT MINIMUM.
A2.3 A2.4 07.077 PREFINISHED METAL 4"X4"22 GAUGE GUTTER WITH 1/8"X 1"PREFINISHED STEEL BRACKETS 36"O.C.PER
T.O.PARAPET 3 07.027 SPECIFICATIONS. SEE NRCA DETAIL MB24 FOR ATTACHMENT AND FLASHING DETAILS.
156'-0" 07.079 PREFINISHED METAL 8"WIDE SCUPPER OVER TPO MEMBRANE BASE FLASHING.PROVIDE DRIPS ON BOTH
SIDES.LAP FACE OF COPING 3"OVER FRONT FACE AND ATTACH TO CONTINUOUS CLEAT.
T.O.HIGH PARAPET FRAMING 10.041 I EQ. EQ. EQ. 09.104 TILE WINDOW SURROUND FINISH PER WINDOW SCHEDULE.
152'-0" 10.018 KNOX-BOX 3200 SERIES KEY HOLDER FOR FIRE DEPARTMENT ACCESS. CONTRACTOR SHALL VERIFY MODEL,
T.O.LOW PARAPET FRAMING LOCATION AND KEYING WITH THE LOCAL JURISDICTION.
150'-0" `" -I 10.041 BUILDING MOUNTED BUILDING SIGNAGE.OWNER FURNISHED CONTRACTOR INSTALLED. CONTRACTOR
- .�0 U E-4 o SHALL PROVIDE REQUIRED BLOCKING FOR SIGN ANCHORING. COORDINATE POWER REQUIREMENTS AND
�O �-u,4 � CIRCUITING WITH SIGN MANUFACTURER.
T.O.ROOF JOIST � �.�
146' 5718"
26.022 LIGHTING PER MEP.SEE MEP DRAWINGS.
ROOF JOIST BEARING E-2 E-2
145'-6" , C 1 REVISIONS
E-1 ❑
0
,
4TH FLOOR T.O.DECK) ' b
134'-10 3/4"
BUILDING ELEVATIONS
N I
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HOME2 SUITES by HILTON
3RD FLOOR T.O.DECK)
i 524 AVIATION RD QUEENSBURY,NEW YORK
124'-4 3/4"
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2 ❑ N ERRI A. KIELH FNER AIA - ARCHITECT
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A3.7 E-2 N i I' 319 N MAIN ST.SUITE 200,SPRINGFIELD,MISSOURI,65806 T:417-865-6100
02.032 M 1 3'-4
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07,077 COPYRIGHT 2016 GERRI A KIELHOFNER
o UNAUTHORIZED ALTERATION OR ADDITION TO THIS
2ND FLOOR(T.O.DECK) I o5.os2 N DOCUMENT IS A VIOLATION OF ARCHITECTURE-PART DRAWN BY ISSUE DATE
113'-10 3/4" o5.os1 69.5-SEALS OF NEW YORK STATE EDUCATION LAW
BILL 04/03/2017
' 05.082 05068 E_4 CHECKED BY PROJECT
BRED AR
05.081 M_1 E-4 C-1 E-2 0
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1ST FLOOR T.O.SLAB) FIRST FLOOR 0
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04-03-2017
26.022 � � 26.022 •
WEST ELEVATION TILE COURSGERRI ING ELEVATION NY
LICEKIELHONSE
NY LICENSE NUMBER 036286
NER,AIA
2 1/8"=1'-0" 1/2"=1'-0"
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