HomeMy WebLinkAboutBLOCK 173 300 SMITH STREET OLD TOWN COMMONS - Filed E-ELEVATION PLAN - 2005-10-2810
WE
no
[If,
10
240 LEIS
SHINGLES, TYP.
40 COTTAGE
SIDING, TYP.
lx4 CORNER
BOARD, TYP-
OPTIONAL STU
VENEER
II I
8" CONIC.
— — — — — — — — — — — — — — — FOUNDATION
NOTE: WALL
AT LEAST ONE BEDROOM WINDOW MUST HAVE �:1 0-7d
z __H Y_ .�,DAMPROOFING
A MIN. OF 5.7 SQ. FT. CLEAR OPENABLE
_j AREA, 20* OF CLEAR OPENABLE WIDTH, AND
24" CLEAR OPENABLE HEIGHT.}
WELL
I— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
WE
FRONT ELEVATION -UNIT 1
SCALE 1/4" = l'—O"
10
I I t'll I -�
COLOR/MATERIAL NOTES:
UNIT 1:
ROOF: LIGHT GRAY A
"T#CHrrmum ASPHALT SHINGLE
L-i SIDING: GRAY (SLATE) LAP (WOOD) SIDING F -- — — — — — — — — — — — — — —
TRIM: OFF-WHITE WO¢D TRIM, CREAM STUCCO TRIM, AND BLACK METAL WORK 0
UNIT 2 do 3:
ROOF. DEEP GREY ARCHITECTURAL ASPHALT SHINGLE
SIDING: SAND (BEIGE) STUCCO
TRIM: ANTIQUE WOOD (TRIM AND BLACK METAL WORK WINDOW WELL WINDOW WELL
I UNIT 1
------------------
REAR ELEVATION -UNIT 1
SCALE 1/4" = l'—O"
x FACIA
,GE LAP
YP.
qER
YP.
ND
FOUNDATION
WALL
DAMPROOFING
----------------------------------------- -
RIGHT SIDE ELEVATION —UNIT 1
SCALE 1/4" = l'—O"
1
240 LBS
SHINGLES, TYP.
x FACIA
II
----------------------
- — — — — — — — — — — — — — — — — — — — — — — — — —
8w CONC.
FOUNDATION
WALL
DAMPROOFING
-------------------------------------------
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LEFT SIDE ELEVATION —UNITS 2 & 3
SCALE 1/4" = l'—O"
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1 WALL
Q
Z
1 AT LEAST ONE
BEDROOM WINDOW MUST HAVE
I; L .1 _1. J L .,_ _i_ - g
q L _L J' _ -L -1 II
J
IA MIN. OF 5.7
SQ. FT. CLEAR OPENABLE
p 1i I i111 I 11 II
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DAMPROOFING
AREA, 20" OF
CLEAR OPENA13LE WIDTH,I AND
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124" CLEAR OPENA13LE HEIGHT. 1
II �� A lL �� -� ��
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FRONT
ELEVATION —UNITS 2 & 3
SCALE 1/4"
= 1'-0"
II I I
II
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2�41
I COLOR/MATERIAL NOTES:
I UNIT 1:
ROOF: LIGHT GRAY ARCHITECTURAL ASPHALT SI(INGLE_
SIDING: GRAY (SLATE) LAP (WOOD) SIDING I
TRIM: OFF-WHITE WOOD TRIM, CREAM STUCCO TRIM, AND BLACK
METAL WORK
UNIT 2 do 3:
ROOF: DEEP GREY ARCHITECTURAL ASPHALT SH�I
1 SIDING: SAND (BEIGE) STUCCO
UNIT IT 3 TRIM: ANTIQUE WOOD TRIM AND BLACK METAL (YOI
WINDOW WELL WINDOW WELL
REAR ELEVATION —UNITS 2 & 3
SCALE 1/4" = 1'-0"
7'-3 w
8'-6"
�1'-2" SQR. 1' 8" SIR.
PAD _ W6x 4E _
I 111'-0" I SQR-/
PAD
PII�IIP TR�SS 06'-0' IOC lam' /
J O c
Ln
I I 30)6(e STE& TUB COL w/,%x4x
1' 9" SQR. 1'-0" QR. 36 TOP PLATE AND 6Y4x6Y4x1 BASE (n
1P00
AD I W16x12 AD - III PLATE ON 8 THICK SQR. CONIC. W (�
PAD w/9 DIl PIER w/30 MIN
FREEZE PROTECTION. U) W N
3'-9Y4" 12'-Qlt* @18
- Q
EAST SIDE (ALLEY) cl�
FOUNDATION & ROOF FRAMING PLAN
SCALE 1/4" = 1'-0" r,-, U
LIVE LOAD = 30 PSF z J 0 (\ d
DEAD LOAD = 15 PSF — U
ii7l_IaL1
1'-6"
TYP
COLOR/NVITERIAL NOTES:
ROOII GREY/GREEN ARCHITECTURAL N
ASPHALT l SHINGLE
TRIM/OLUMN: ANTIQUE (OFF-WHITE)
WHITE WgOD TRIM (COLUMNS SHALL BE
BOXED-�UT IN ROUGH CUT WOOD)
i
LEFT ELEVATION FRONT ELEVATION
CAR PORT SCALE 1/4" = 1'-0- CAR PORT SCALE 1/4" = 1'-0-
(RIGHT ELEVATION SIM.) (REAR ELEVATION SIM.)
CONT. 2x PLATE, BOLT
TO BEAM w/Y4" DIA. A36 (MIN.) WIDE
STOVE BOLTS 02'-8" FLANGE BEAM
OC, ALT. SIDE OF
CENTERLINE _
3x3xY TOP PLATE
Y4
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CHAMFER
1
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CLIP )¢" OF CORNERS
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(4)-�4" DIA. PIER
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ANCHOR BOLTS •3g" CHAMFER FI NISH
04x6X'4x1 BASE
' PLATE, CLIP Yt
OF CORNERS •
SECTION A —A
N
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BOTTOM, MIDDLE AND
(2) AT TOP
10" ROUND CONC.
PIER w/(4)-#4 I"
DOWELS J "'
10" ROUND CONC.
PIER
A
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A
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MIDDLE AND (2) AT TOP
(4)-#4 DOWELS 00
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of
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SECTION A —A
1 PLAN FOR SIZE ` #4012" E.W.
NOTE:
CONFIRM FOOTING SIZE IN WRITING AT
TIME OF OPEN HOLE INSPECTION
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