HomeMy WebLinkAboutZ-8051 Mapo 00
5 F roc.
-n Fl
0 0 tj
0
.Z CD
0 :s
06" rD cn
C"j CD
0;= 11D 71,
C) 0
(D
A.
oo
E.
C.3
FL 0
0
CL
Q� CD S -
. doh 'm o '. c 43
r
'1Z
m
V =5 rD �-3
cn
zp
z
P� CD 0
<
r -L CD
mN -71
0 0
N to
OM Cb
CD
Pt n qppz�
H
=r
e)
0
0
217'
(D
0
X.
lb
STORAGE
ROOM 1
REFLECTIVE LIGHTING 2
ALUMINUM SLIDING
DOOR 3
STEP 4
EXISTING
FENCE 5
GATE 6
EXISTING 24"STONE
WALL 7
CONCRETE
WALL 8
5
PLAN 163
" =1'-0"
AMR ARCHITECTS
Q,_n„ R, n„ R, n„ R, n„ a,_l�„
i�
I
00
TIM HURSLEY STORAGE SHED
STANDING SEAM ALUMINUM ROOF —
4X12 LAMINATED WOOD BEAMS(bleached
GLAZIN - -
4X4 WOOD POST
METAL DOOR TRACK--
ALUMINUM
RACK--
ALUMINUM SLIDING DOOR -
CONCRETE WALL -
TOUNGE AND GROOVE WOOD SIDING
STAINLESS STEEL SCREWS
POURED CONCRETE SLAB
RAMP
FRONT ELEVATION -' =1'-0"
16
AMR ARCHITECTS TIM HURSLEY STORAGE SHED
STANDING SEAM ALUMINUM ROOF
GLAZING
TOUNGE AND GROOVE WOOD SIDING
CONCRETE WALL
CONCRETE FOUNDATION -
BACK ELEVATION 16i
" =1'-0"
AMR ARCHITECTS
EXISTING FENCE
TIM HURSLEY STORAGE SHED
4X12 LAMINATED WOOD BEAMS (BLEACHED)
GLAZING--
METAL
LAZING- METAL GATE----------.--_
TOUNGE AND GROOVE WOOD SIDING -
(MATCH EXISTING GREEN HOUSE STAIN) EXISTING FENCE
DOOR TO CONTINUE TOUNGE AND GROOVE SIDING -
POURED CONCRETE WALL AND FOUNDATION—
STEPS
OUNDATION-
STEPS DOWN TO STREET LEVEL - -
STREET ELEVATION !I'= 1'-0"
AMR ARCHITECTS TIM HURSLEY STORAGE SHED
TOUNGE AND GR
CON
POURED CONCRETE
SIDE ELEVATION 11 ' =1'-0"
AMR ARCHITECTS TIM HURSLEY STORAGE SHED
5
AC PINE
coUlqr
217,
N
V
,—" so— G1
'm
in
W
W
c-
6 '2
(D EL
O =` in low.
47
0-
<7 <
LA
c
r m
g
E
C)
oo
rn
�m
Wim?
'U Cn.O
o,.n.9D ��
CT
9
W
0
N � C)
H
CCD
ai FA
y
95
"O�, �
N
h1
o
co
O
v
~
d
CL
�o�
CD
o
O y
rat
Can.
in
CC N Q
G C
�j N i o
H
cn CL CD
m rn�
O
CD
m
6
3
N
CD
m
tl
Ft
CR 0
_ rt
■.: , fD
.:
On
ZI
5
AC PINE
coUlqr
217,
N
V
,—" so— G1
'm
in
W
W
c-
6 '2
(D EL
O =` in low.
47
0-
<7 <
LA
c
r m
g
E
03HS 3E)VUOiS A31S2m INIl
S10311HOW NNV
..0-. � Wd
5
8 7VM
ll3dON00
L 7VM
3NOlS„-VZ ONIlSIX3
9 3ivo
5 3ON3d
ONLSIXI
dl1S
2 KOO
ONIGI1S iNnNinni d
Z ONLHOI� IAUOTA�l
I WOOd
]OVKIS
03HS 39V8OlS A31mnH WIl
S10311HO2i 616
llo"I � =E NOUVA3131NOW
OVS llldONOO aidnOd
SMIKS �3]1S SSIWd1S
ONIOIS QOOM 3AOOdO aNV ION(101
- - - - - TVM li]KNOO
d00a ONIMS vinNIWmv
NOVdl d00a AVID
1SOd QOOM vxv
N IZV IO
paq:Doalq)SAVIE QOOM GliVNINVI MV
AOOd VIAN1Wmv hVIS ONIaNd1S
03HS 30VHOiS Jl31S2m WIl
3ON33 ONIISIX3
SiORIHOW 2iWd
..0-. � _ .. £� NOUVA313 NOVO
- N011VONnoi 313KNO0
7VM 313KN00
ONIGIS QOOM 3AOOK GNV 30Nf101
ONIZVO
300 wNIWmv Wd3S ONIaNb1S
03HS 39V'dOlS A31Sum WIl
S1ORIHOW UM
110- 6 = I £- NOIldA31313MB
13A31 133N1S Ol NMOa Sd31S
NOIl`daN(1O3 aN`d 1IVM 113NONoo a3mod
ONIaIS 3A00N0 aNV 3ONnoi inNI1NO0 Ol WOa
(NIViS isnOH N33dO ONIlSIX3 HOiVVI)
ONIaIS QOOM 3AOMO aNV 3ONnoi
ONIZVIO
(a3H:DVIIO) SVIV30 QOOM O]iVNIINVI Mt
03HS 3E)VUOiS A31am WIl
NOIlbaNnoj 313NONOO mnOd
IANONOO
3AOONO GN`d 3ONnoi
S1OKIHOW &Wd
110,3 _£� N0UVA313 MIS
m
in
II AA C-45, t131 f), ce
Cn A)
C.3
1z
U
Ji.
OL
VD
M
W
-M 4D
- 0
-71
Zk
4
wl-
co
3q
03HS 39b2i01S A3lajm WIl
(,y -,-V u- u- u „u -,b
mil
L
9
Z
S10311HOW 611
..0-3 _ £ NVId
7VM
1138DNOO
TTM
3NOlS„-VZ ONIISIXI
3149
30NId
ONIISIX3
dl1S
KOO
ONIMS INnNiNni '
ONLHOI� 3AI1031A
Moo
lovd olS
a3HS 3EMOB A31S2m WIl
S1ORIHOW MV
110-1 NOUVA313 AOld
- d VM
-
OVS 313KNO3 o3dnod
- SM3KS 1331S SS3WViS
- ONIGIS QOOM 3AOOdS GNd 30NAOi
11dM 3AKNO3
4004 ONIGM vinNIHmv
Aovdl d00a WAW
1SOd DOOM �Xt
(N IZd7O
pauaoalq}SVIV38 C}OOM a31dNIHb'1 Z M
300d AnN1W01d AV3S ONIGNd1S
K031lHOW WIV
a3HS 3EN801S A31ainH WIl
ION3J Of
NOliVONnOJ 313KNO0
TTM 111KNOO
ONIGIS QOOM IAOOK GNV 30Nf101
0NIZ`d1O
j00� mNIWmv VNIS ONIGNd1S
03HS 39VHOiS A31sunH NII S1OHIHO�IV UNV
ilih� = A £- N0UVA3131M1S
IIA31 133d1S Ol NMOa Sd31S
NOI1daNf103 aN`d 7VM 313KNO3 m3 nOd
- ONIaIS 3Aomo aNd 3ONf101 inNUN00 Ol d00a
(NId1S 3snOH N3MO ONIISIX3 HXVIN)
ONIaIS a00M 3A00N0 aNd 30Nnoi
livo 3d13W
ONIZV�O
(a3HOb3�8) SINVIO a00M a31dNIWd� Z GXV
a3HS 3!DVdOlS Jl3lS2m WIl
- NOI1daNf103 31MONOO a:
--nVM 313�10NOO
ONIaIS 3AOOdo aNd 3ONnoi
- ONIZ` IO
S1OhIHOW &W
..n-.1. =..%- Nni i Hna1a anis