HomeMy WebLinkAbout2693� W
N2 002693
GARFIELD COUNTY BUILDING AND SANITATI`O DEPARTMENT
2014 Blake Avenue
Glenwood Springs, Colorado 81601
(303) 945-8241 / (303) 625-3321
Job Address Lot of Rench at Roaring Fork Plot Plan 14913 Hwy 82 Carbondale
Nature of work Building Permit
Use of Building Equipment Storage - Workshop
Owner Ranch at Raging Fork Nome Owners Assocation
Contractor
Amount of Permit: $ Date: ?
Ellen L. Wicks, Clerk
PLEASE FILL IN
OivNE�' 1ON BUILDING PERMIT: Nam
e AKc p0.
Mailing Address
Ls. �
Phone Number
CONTRACTOR ON BUILDING PERMIT: Name,ore'edlove -nKf
Phone Number
a
-BUILDING PERMIT APPLICATION
GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT
2014 Blake Avenue
Glenwood Springs, Colorado 81601
945-8241 / 625-3321
Owner:14 1GJ
Contractor or /Builder:
Location:
Purpose for which building is to be used:
Size of Lot: e�V A`7 A" A A
Distance of building from property line at
Front
Rear:
Distance from nearest building: __Iu
Source of water supply: e- l—
Type of sewage disposal:
Width of building:loe
Length of building:
Height of walls: _l _
Floor space in square feet:
Estimated value: $ .°.7
Date construction will begin:
Permit charge: $ . M O
Plan check fee: $ g-1 o- ®
I .
TOTAL: $ T . 9V
Garfield County, Colorado,
u� rt � 1•- �}- s5' o �
Left Side:
Number of stories:
-- war l Jit 4
Right Side:
Number of rooms:
Type of foundation: 4=&P
Material in outside walls:
Exterior finish:.—C2 H �� /J Z
Type of roof: U dv
Date of completion:
And I/We hereby agree to build strictly to the terms of the above description, and also to clear the grounds and
adjacent street or streets of all rubbish and debris caused by the construction of said building.
Respectfully,
The County Commissioners hereby grant the above permit as per terms therein stated. Thise 4(
,ry- day of
r
BUILDING
UBM structural systems
Clearances and Details
12
CROSS SECTION
UBM Frame Dimensions �1 1!
A
E
INSIDE FLANGE ---I
4�
OUTSIDE
FLANGE
SECTION `A -A1
-
LOAD SERIES 34
LOAD SERFS 45`'
LOAD SERIE9 64
WIDTH
HEIGHT
H
A
5
C
D
E
A
0
C
D"
E
A
B
C
`'D -
E
8'-2"
1'-0"
18' 10„
0'-7"
0'E"
a'-2"
1'E"
18._10.• 0' 7"
0'6"
8" 2"
1'6"
-_10..
0'-7" 0"6"
20
12'-0".•
..-14'-0"
11'-0.
10._2.,
1-0..
18'10^
0`7�
0-6
10.-2..
1%8
18.10„
O'T,
0'{„
10.-2•.
V-8
18.-10„
0.-7„
00$„
13'-0,.
12.2.,
y,6„
19,_1p..
0._7..
0'E6"
12.1.,
y,6„
,8.-10., 0,_7„
O.E..
12.-2..
11-a"
181-101.
0,_7,.
0.6..
16,.'15'-0"
14'-2"
1'43"
0..
W-10"
0._7..
0.6„
14.2,.
1.E..
�^18'-10"-.�
18._1p..
0,_7„
0,6,.
74,x„
1.,�..
0._7., 0.6..
10'-0"
9'-0"
8'-2"
1'•10" 23'-10"
0'-7"
0'6"
8'-2"
t'-10"
23'-10"
0'-7"
0'-6"
8'•2"
7'-10"
23'-10"
..
"
_--
23'-10""
0'-7"'
0.•6"
_
10'-2..
-..__
1'-10"
23'-10"
0'-T'
0'-6"
10'-2"
,'-10""
23'-10"
0'-7"
0'6"
25
14'-0""
13" o•"
„ 12'-2
'6"
12._2..
t'-10"23',10"
0'7"
0'E"
_-__-
12._2..
1•.10"
23'•10„
0'-7" 0'E"
16'-0"
,5'•0"
14 2'•
1- t0
23 10'.
0. 7"
0'-6
14'-2..
1'-t0""
23'-,0"
0"•7"
0'-6"
14'-2..
V-10-1
23' 10'.
0'-7.'
U.{"
9.-0""
8'-2"
2'-1"
28" 10"
0"-7"
0"E"
8'-2"
2'-," 28._10..
0'-7"
0'E"
8'•2"
2'-1"
28' 10'
0"-7"0.6"
30
11'-0"
10.2
2'_ 1"
26._10"
0'•7"
0'-6"
10'-2.,
2'-1"
28.10'
0'-7"
0.$y
10._2..
2.1
14._0..
..
13"-0"'
12'-2"
2'-1
28._10..
-
O"-7"
O'-6"
12,_2,5
2'-1"
28' 10'"
0' 7"
0" 6"
12. 2"
2'-1"
28•.10„
,_...
0-1.1
0.£..
6,
1-0„
15'-0"
14._2..
2'.1 ,.
28.-10"
0"-7"
O.E..
14'.2"
z , ..
28 10
0 7
0 6
-. ..
144''
2"-1 ..
28"-10"
0"-7"
"U{'
101-01,
9'1"
B'1"
2'-3
33'-10"
0'-7"
__..
O.E..
....-•_
8'-2"
2'•3"
33'-10"
0'-7"
O.E..
8'•2"
2'-3
33._10..
0"-7"
0"6"
35
12._0"
11'-0"
10,_21
2'3"
...,
33._10..
O'7"
-�;�.
0'-7"
O.E..
10.2..
2' 3"
-3
33' 10"
0' 7"
0'6"
14.-0"
13'-0""
12'-2"
2' 3"
33' 10""
0'-7"
O.E..
�12' 2..
2'-3"
33'-10.1
0'•7"
O.E..
12._2..
-3
2'-3"
33'.,0..
3
0'-7"
O.E..
15'-0"
14'-2"
2'•3"
•
33'-1o"
0'-7"
0'f"
y,4.•2"
2' 3"
-10'
33'-
0'-7"
0'6"
14._2..
.._
2'-3
33'-10"
0'-7"
O.E.,
10.-0"
9"-0"
8'•2"
2'-6
38._10..
0'-7"
0'-6
8'-2"
2'E
38'•10'-
0'-7""
0'E"
8' 2"
2',3" 38"-10"
0'-7"
0"6"
2'-0" -
1,'-0"
W-2-
-.2'-6"
38'-10.,
0,_7..
O.E..
10._2.,
2'-6 38'-10"
0'-7
0'-6,.
10._2•
2,E.,
38'-10•,
0•_7'•
p•E••
/�
_ 40
1C.-0..
13•'0„
t2'•2„
_..
2. E""
_
38'-10""
0'•7„
0'{"
12'-2"
2"6" 38'-101"
0'-7"
0"6"
112'-2"
2'E"
W-10"
0'-7"
0'E"
,6'-0"
15'-0""
W17'-0"
14' 2••
2 6"
38,_10..
0"-7"
0"E"
14'-2"
2'E"
38'-10"
0'-7"
O.E..
14.2,•
2'6"
38'-10""
0'-7"
0'6"
18'-0"
15'-11"
2'-9"
381.4
0'-10"
0'6"
15'-11 •,
2'-9"
38'-4'"
0'-10"
0'6" 15'-11"
2'-9'"
38'•4"
0'-10""
0"E •.
20"-0""
19'-0""
17'-11"
2'-9"
38._4..
0"-10""
0'6"
17._11..
2'-9"
38'-4"
0•_10..
O.E.,
17.,1"
2'-9"
38"4"
0'-10"
O.E.,
10'-0"
9'-0"
8.2"
3'-0.'
48'-10"
0'-7 "
0.6"
T-11"
3'•,"
48'-4"
O'-10"
0'•6"
7'-11"
3'-1"
48'-4
0'-10" 0"E"
12'-0
11'-0"
10._2..
3'-0..
48,.10..
0'-7"
O.E..
9'-11"
3'-1"
48'•4"
0'-10"
O.E..
9'-11"
3' 1"
48.4..
0'•101.
0'6"
SO
.--..
2
2"
-0
48'-10"
0'-7"
0'6"
11' 11"
3'-1"
48'-4"
O'-10"
0'6"
11'-11"
3'-
48'-4"
p'-10""
0'6"
_
~181-0"
3 -0
48'-10"
0'-7'"
0"E""
13'•11"
T-1
48'•4••
0'-10"
0'-6
13" 11'.
3' 1"
4 8'-4"
0'•10"
0'6"
17"-0"
15._11..
3" 1"
48._4..
..,
O'W-45"-...
- 1
^..1"
15 -11
3
"
4B"-4"
0-10"
0-10"
-1
O.E..
15._11..
3'•1"
48._4.,
0'-70"
0'6•,
20'-0""
19'-0" 17'-,1'
3'-1"
48"-4"
0'-10"
0'6"
17'-11"
3'-1
46'-4 "
-
0'•10"
..
0'6"
17'-11"
3'•,"
..-,
48'-4"
0'-10""
0'6"
10'-0"
9'-0"
8'-2"
3'-4"
58'00"
0•-7"
0'6"
T-11"
3"E"
58'-4"
0"-10"
0'6"
T-7"
3'-10"
57'6"
1'-2"'
0"6"
12'-0'"
11'-0"
10'-2.'
3'-4'"
58-10"
0'-7"
0'6"
9'-11"
3'6"
58'-4" 0'•10"
0'-6-
9'-7"
3'-10"
57'6"
1'-2"
0'E"
W-0-
13'-0"
12._2..
3'-4"
5B'-10""
0'-7.'
O.o'-45"11'.1,"
3_E""
50.4,.
0.10..
O.0'-6"11'-7"
3'-10""
57,6•
T-2"
0"E"
Vo
76'-0"
15'-0"
14'-2"
3'-4"
58 --lo"
0'-7"
O.E..
13' 11"
3'E"
58'-4"
0"-10"
0"E"
13'-7"
3'-10"
57'6"
1'-2"
0"6"
'
18"-0"
17'-0" 15'11„
3'E"
58._4..
0"10" O.E..
15'-11"
3'E"
58'-4"
0"-10"
O.E..
15'7"
3'-10"
57,6„
1'-2"
0"6"
20'-0"
19'-0"
17' 11"
3'E"' 1
58'4"
0'•10..
0"E"' 117--11",
3'E"
58'•4'-
0'-10'"
0'-6"
17'-7"
3'-10'"
57'6"
1'-2" 0"6"
Notes:
Following notes are
applicable to all structural
systems shown in this
brochure
1. Standard bay lengths are 20 feet and
25 feet; other bay lengths available
upon request.
2. Lateral stability of column is to be
provided by sidewall girls or equiva-
lent lateral bracing.
3. Standard design loads:
a. Design loads shall be specified by
a two -digit numerical designation.
b. The first digit denotes magnitude
of roof live load. The second digit
denotes the magnitude of the
wind load.
c. Mesco standard design loads are
34, 45 & 64.
Tributary
Loaded Live
Live Load Roof Area Load
Designation Slope Sq. FL (PSF)
3- 1:12 0-200 20
201-600 16
Over 600 12
4 All All 20
6 All All 30'
Wind Load Wind Load
Designation (PSF)
4 20
5 25
d. See Mesco General Specifica-
tions, for additional information.
4. All dimensions to be to the nearest
inch.
Structural Systems for Every Requirement
Mesco offers a wide variety of standard building
designs from which you may choose to ac-
commodate your requirements. In addition to
the unequaled design qualities of a Mesco
building a variety of options are available from
Mesco to enhance the appearance and
flexibility of your building. Mesco building
systems also allow for the selection and use
of an unlimited variety of building materials
such as wood, masonry, precast concrete, etc.
Mesco UBM and PBM buildings are designed
for economy irk small to medium size commer-
cial and industrial applications. Flush -framed
wall girts, straight columns and the unit beam
rafter allow the use of flush ceilings and wall
interiors. Ideal for use as offices, retail stores
and institutional facilities.
Tapered columns and rafters, for the most
efficient use of design is high strength steels,
identify Mesco's HRF and LRF lines. Un-
obstructed interiors with a low profile (LRF), or
high clearance (HRF) rooflines make these
structural systerns desirable for many industrial
and commercial buildings. Mesco HRF and
LRF building systems are currently being used
in manufacturing plants, retail stores, ware-
houses, agricultural buildings and aircraft
hangars.
`ROOF SLOPE 1: 12/
Heigh1�10, f2, 14, 16, 18, 20 tt.
U BM
Bay Spacings 20-25 ft.
PBM ROOF SLOPE 1:12
Heights 10, 12, 14, 18. 20 ft.
Bay Spacings 20.25 ft.
ft.
ROOF SLOPE
Heightss10,10.12, 14, 16, 16, 20, 22. 24 ft.
HRF
Bay Spacings 20-25 ft.
ROOF SLOPE 1:12
LRF Heights 10, 12. 14, 16, 16, 20, 22. 24 ft.
Bay Spacings 20-25 ft -
ROOF P B F HOOF:12
Heightss12.12. 14 14, 16, 18. 20, 22. 24 ft.
Bay Spacings 20-25 ft -
ROOF ROOFSLOPE1:12
Heights 12. 14, 16, 18, 20, 22. 24 R.
Bay Spacings 20-25 ft,
ROOF SLOPE
3PBF Heightss12,12. 14 14, 16, 18, 20, 22. 24 h.
Bay Spacings 20-25 ft.
As the requirement for building width
increases, the use of interior columns may
provide cost savings or augment the building's
functional uses. Thus, Mesco offers the PBF
building series. This post and beam structural
system is particularly efficient in building
widths greater than 70 feet. Large manufactur-
ing and warehouse operations are well suited
to this type structural system.
To accon'lmodate your special design
requirements, Mesco can also produce build-
ings with non-standard dimensions and special
loading requirements such as cranes or other
auxiliary loads. Mesco's "in-house" computer
facilities allow special engineered buildings to .
be processed both efficiently and economically.
Mesco buildings are available with design
loads suitable for a broad variety of climatic con-
ditions. See Mesco's General Specifications for
additional information related to building design,
materials, and manufacturing.
50 e0 70 00 90 100 110 120 1W 140 150 IN 170 IN 190 MI) 210 220 270 240
SPANS USING WIDTH EXTENSION$
r -
:y
SPARS USING YYIDTH EXTENSIONS
rani
SPANS USING WIDTH EXTENSION!
USING WIDTH EXTENSIONS irk
SPANS USING WIDTH EXTI
WIDTH EXTENSIONS—Available in 24 foot and 48 foot widlhs, flushed framed wall girts and applicable to all Mesco buildings with 1:12 root slope
260 270 290 290 700 710 720 31) W
GARFIELD COUNTY
STATE OF Colorado
Office of Building Official
Date
REQUEST FOR INSPECTION Q
Permit No_
Time
Received � �d p --
[[�{Distric o,
Db Atldiess -
Owner's 1 Locality
Name a_`/7�-
• pn r1�o► � '
BUILDING PLASTERING ELE RICAL PLUMBING, HEATING
Foundation
....... ❑ Wire •_____.__• 0 Rou h Wiring
fl ❑ Rough ..... ❑ Rough - --....❑
Chimney ------ -_�_, ❑ Lath ..—__---------❑ Finish Wirin
F ramin 9--❑ Final"- .- ❑ Final_______________0
p_...__"-.-_ ❑ Scratch --•❑ Fixtures .... Sevvcrf_-•_-_--_.._.. ❑ water }teeter_. ❑
FFinal- Brown,••v ❑ Motors .............❑ Gat-----............❑ _
ootings Finish -- ------- •0 Ccaspool❑
Weather rf Wallboard __.•-__"❑ Under round ❑
Insu% tlion ❑ EApY PECTION
Mon_ Tues Wed. hurl
p M
Inspection blade Fri".
Inspector-
1P.-
nspector—
r4ey 300"1
G,f',RFJELD COUNTY
STAIE OF Col of -ado
0!f_lce of
REQUEST FCR INSPI-CTION
Time P. M, D;s"Iiki
ov_,�.2L_
L
10 Z'
BU ILDmGPLASI ER I f4G ELECT ICAL - numsmG HEA71NG
F 0 da I; on ---- 4, V
.r,e E3
❑
Ch i, F y _0 El ................. L ---------------
E)
El---------- El st—ri --------- __ 0 -
ElP, o, o r t- ......... ------------
tf The
-Qt
prf E]�'d --------n__ g s El — -- — -------- 0 -----------
0 Underground El
if u a t i c) n El P11- A JY -011 1%` PI C T 10 N A. F.1 Terri.
V A-
-'r d.
GARFIELD COUNTY_
STATE OF Colorado
Office of Building Official
REQUEST FOR INSPECTIO
Date 1671
Time A.M.
Received P.M.
Job Address
Owner' • -/
Name R G'� Contractor—
BU I L DING
ontractor..
Distri
allty
BUILDING
PLASTERING E ECTRICAL PLUMBING
HEATING
Foundation .......
Chimney..-........
Framing ..-_......_.
❑
❑
W;,e__._......... ❑ Rough Wiring_❑ Sough .... ...........
La . ........ ❑ Finish Wiring. -El Final .................
Scralch_._....__..❑ Fixtures.. ........ ❑ Sewcrs...............
❑
❑
C1
Rough ............ ❑
Final ................ ❑
water Hrater_. 11Final..
r--'---.....---
7 n $
6rown__.--------- ❑ Motors -....... ----- ❑ Ges...................
Finish______....._. ElCesspool-_-__-....
13o0t
❑
eathrf
❑
Wallboard .... ----❑ Underground
❑
Insu atl�on
❑
READY FOR INSPECTION
A -M.
Mon:
Tues._ e Thurs. Fri.
P.M.
Inspection Made
_fes / 63
Inspector_
ronsw ]00.1