HomeMy WebLinkAboutPlansCONDITIONS OF PERMIT
BLCO-12-11-2323
Bayou Well Services, Shed Addition
28730 Hwy 6 & 24
Rifle, Colorado
1) ALL WORK MUST COMPLY WITH THE 2009 IBC, IMC, IPC, IFGC, IECC, IFC AND
MANUFACTURER'S SPECIFICATIONS.
2) BUILDING PERMIT IS FOR EXISTING SHED ADDITION TO BUILDING.
3) LIGHT AND VENTILATION PER 2009 IBC, CHAPTER 12.
4) LOCKS, LATCHES AND LANDING PER 2009 IBC, SECTION 1008.
5) CONTACT LOCAL FIRE DISTRICT FOR PERTINENT IFC REQUIREMENTS. FIRE DISTRICT
APPROVAL IS REQUIRED FOR FINAL/COMPLETION INSPECTION.
6) ELECTRICAL FINAL APPROVAL IS REQUIRED FOR FINAL/COMPLETION INSPECTION.
7) GARFIELD COUNTY FINAL INSPECTION REQUIRED FOR COMPLETION APPROVAL.
INSPECTORS DISCRETION TO REQUIRE DAYLIGHTING OR ENGINEER APPROVAL FOR
ENCLOSED BUILDING ELEMENTS.
APPROVED
SUBJECT TO NOTED
EXCEPTIONS & INSPECTIONS
GARFIELD COUNTY
BUILD G DEPART ;4- T
DateJ is r By
LD COPY
NO INSPECTION WITHOUT
THESE PLANS ON SITE
page of
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41/4k.
Bayou Well Services LLC
Warehouse Expansion
28730 Highway 6 & 24
Rifle, CO 81650
Site Plan wl Compressor Storage
100
200
400
101-6"
21d O"
r
10'-6"
6 -0' x T-0" lollop door
21'-0"
8 -0' x T-0' rollup
i
metal roofing
metal eave trim, blue
door trim
/
corner trim, white
metal wall siding. white
Front Elevation
101-6" 10x-6"
EXISTING.BUILDING
supplemental concrete
below slab, 3 lacabons
refer to structural
scale 114" = 1'-0"
— ;.
HSS 3x3 post
2 locations
r--
1
L
COMPRESSOR STORAGE ROOM
207 SF
Group 32: low hazard atorage
tics 3x3 post
at center 1
HSS 3x3 post
Vocations, light gauge
metal frame between
'I 8'-0" x T-0" rollup door
Ir
t
'I
I r con4edab
---interntediate
HSS 3x3 puriin
�I�II
HS$x2wg47o
s
ONO" x T-0" rollup don
10'-6"
I
r—
r&etlo etude -al
Floor Plan
scale 1/4" = 1'-0"
9,-10"
12
(
—metal roofing
metal eave trim, blue
,—metal wall siding, white
corner trim, white
4
1 I r
Side Elevation
scale 1/4" = 1'-0"
9,-10"
HSS 314
POSt
8'4oncret* ,lab
Section i
Johnson -Cacho
Archlhots, P.C.
Jeffrey Scott Johnson
136 Emil Third Sen
Fero. CO 81957
(9701625 -WO phone
(970) e25-0681 fax
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mets( ii siding, wh C 1tJ 0 7-90P 4 y
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HSS 3 post J'" 2034
2 s. light ry V Via, J
metal a betw
cr
9ttED YARC
•
supplemental concrete
below slab, refer to structural
scale 114" = 1'-0"
Existing Bldg. West Elevation
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/
Existing Bldg. North Elevation
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Tenant
Improvement
Construction
Date; 12.21
110B',-12-21.1
COMP