HomeMy WebLinkAboutPlans.pdfZoe' ' 27
12.5' Drainage, Utility and Irrigation Easement
.61
Site Plan
Lot E20, Aspen Glen Subdivision Filing 1
According to the plat recorded as 476330
County of Garfield, State of Colorado
S6i
Telephone Riser
Coble Television
Riser
Fire Hydrant
G
Found ,� 5 Rebar
E/e v. 1100.55
uJ`J`alo Court
Top Bock of Curb
Elev. 1100.39
Found Yellow plastic Cop
L.S. 15710
CP
0
Found, Yellow Plastic Cap
L.S. If 15710
Irrigation Valve Box(s)
Zoe' 7c9
GRAPHIC SCALE
S 20
( IN FEET )
1 inch = 10 ft.
CURVE TABLE
40
CURVE
LENGTH
RADIUS
DISTANCE
BEARING
DELTA
Cl
34.99
46.00
34.16
520'1253"W
4335'08"
See PUiSCogo /1-1-E/tthed
-fr-) ge4-2 of P/4143
7�z '3/43 14
APPROVED
SUBJECT TO NOTED
E%CEPTIONS a INSPECTIONS
GARFIELD COUNTY
BUILDEPW
Dote 6 r /3 By
COPY
NO INSPECTION WITHOUT
THESE PLANS ON SITE
nage
10/22/07
BLRE-0-13-2669
C
CI]
c�
G
i
d
O
M
r
11' -101/4"
o--
tm Column Layout
J 1/8" = 1'-0"
Z5'- g/4
Foundation Specifications
a. Call 811 before you dig to identify utility lines.
b. Concrete shall have a minimum of 3000 psi compressive
strength.
c. Concrete shall have a Type I or II sulfate -resistance.
d. 3" concrete cover for reinforcing steel.
#4 REBAR
50,-20474,be_ 1 - 0" DIAM.
GUSSET
PLATE
2'-0"
0
CV
Footin• Plan View
1 : 30
Footing (typ,)
X1:30
Cooper's
75 Buffalo Lane
Eandd ee-n
Description Date
Foundation
Project number 01
Date 05/05/13
Drawn by Author
Checked by Checker
Scale As indicated
CORRUGATED
METAL
3/4" OSB CDX
3/4" OSB ACX
Roof Detail
1/2" = V-0"
Level 2
n
TO MATCH 2"x6" 16" O.C.
EXISITING ROOF
Leve.;,
l2
11'-0"
Section 1
1 /4" = 1'-0"
1 /8" = 1'-0"
Level Lc,
0'-0"
Specifications
3.125" X 12"
GLULAM
EXISTING
2'-0"
8" X 8" PRESSURE
TREATED
C2� Section 2
1 /4" = 1'-0"
3.125" x 7:IGLULaM
-3 /7.1.5>
8" x 8" PRESSURE
TREATED
a. Corrugated metal roof to match existing material.
b. Glulam beams Douglas Fir or better.
c. Check all dimensions prior to construction. Do not scale drawings.
d. Flashing details not provided. Use common practice.
0'-6"
Level Zak
11'-0"
Level 1 _fth
0'-0"K7
Level 2
11'-0"
2'-0"
�Rc - 3(7.13
2"X8"Q1840.C.
}wk. #z of -gofer
o. �t 3 ar u e v "W,
1-75/enetes /it 7 ,1-eitone,
faer LOC, R.3/7.3,
Section 4
1 /4" = 1'-0"
3.125" x 12" GLULAM
8-317. r.S)
8" x 8" PRESSURE
TREATED
Level 1 _c
0' - 0" Kir
Cooper's
75 Buffalo Lane
No.
Description
Date
Roof Assembly
Project number
01
2
Date
05/05/13
Drawn by
Author
Checked by
Checker
Scale As indicated
5/19/2013 10:58:50 AM
i
4' - 7 3/32"
/11 11'-8" 11
Column Layout
■
10'-81/4" oire3'-4",le
1/8" = 1 '-0"
Foundation Specifications
a. Call 811 before you dig to identify utility lines.
b. Concrete shall have a minimum of 3000 psi compressive
strength.
c. Concrete shall have a Type I or II sulfate -resistance.
d. 3" concrete cover for reinforcing steel.
#4 REBAR
1' - 0" DIAM.
GUSSET
PLATE
(-Y 1 tie 5 e IZ-e, il tun 5 v14145-1- Atc ovnrpit]
ihe60113 Nyitni et Am( ie -t of
pris 4 cress ge-nerenfe ?VA
/12src bets s .
Footing Plan View (typ.)
1 : 30
Level 1�
0'-0"
Saddle
#4 Rebar
8 4 uwiK . 4— 6e ll otx-+ /+i 130441" -% CrPKte A 441)4 9
k RI Q peat lenewL ,
012- us e
Footing (typ.)
1 : 30
RCvISED %
Cooper's
75 Buffalo Lane
FutAciAhol . #/-S 8
See oar Azi/de% /44.&yet
No.
Description
Date
Foundation
Project number 01
Date 05/05/13
Drawn by Author
Checked by Checker
APPROVED
EXCEPTIONS d INSPECTIONS
GARFIELD COUNTY
BUILDINGP ANT
Ate a /7By
D COPY
NO INSPECTION WITHOUT
'i NESE PLANS ON SITE
page of
i
Scale As indicated
J `
TO MATCH 2"x6" 16" O.C.
EXISITING ROOF
a
EXISTING
1111 .evalO2oeiiiiie
- �evl0� 6 S. 12S" >C 12"
„
/__
/ CORRUGATED
2• - p••
■
1 1'
''
__�
2" 12"
a/4"TPLYW000
I
I
1 1 I 'i-- (2) x
illrharlis
cox
-- _
B^ X 8" PRESSURE
/
3/4" PLYWOOC-
ill
TREATEC
`\-- ACX
C\--
Roof Oet II
(\
c--6--)
/2"
Laval 1
Laval 1
_
0'-O'F-4!;i? O' - O"
12 s1 ectio
C 1--)
" C2, Section 2
1 '-0"
_ tor-
.= O
1/4 1'-0"
L
J
C
2
2" X a" ® 1 6" O.C.
3.128" x 12" OLULAM
1
1-485411181 _a_<!!!!60
2' - 0"
8" x 8" PRESSURE
3.128" x 12" C3LULAM
1
TREATED
0
8" x 8" PRESSURE
TREATeD
onen
k
I
a. Corrugated
a. Corrugated metal roof to match existing material.
Id. Olulam beams Douglas Fir or batter.
c. Check all dimensions prior to construction. Oo not scale drawings.
d. Flashing details not Use common practices.
provided.
Leval 1 �' )
- ��
Level 2 O - O
`J/ 1 /8" = 1 `-co" Ca> Section 4
— 1/4" = 1'-O"
No_
Osscription
Oats
Coo
Roof Assembly
roer's
E
Project number 01
al -
7S Sufifalo Lane
Drawn by Author
o
Checked by Checker
Scale As indicated
§+