HomeMy WebLinkAboutConditions of PermitCONDIT¡O NS OF PERMIT
BLCO -09-23-8296
Public Service Company of Colorado
lnstall 1 0'x1 0' Building, Odorizer
Howard Avenue, Rifle CO - 217704200005
1) ALL WORK SHALL COMply W|TH THE 201 5 TNTERNATIONAL BUILDING CODE (l.B.C.) AND
MANU FACTU RER'S I NSTALLATION I NSTRUCTIONS.
2) ALL WORK MUST COMply W|TH CONDITIONS OF THE CURRENT LAND USE PERMIT.
3) ALL WORK MUST COMPLY WITH STATE AND FEDERAL REGULATIONS.
4) PROCESS ptptNc ts NoT REVTEWED, E.O.R. RESPONSTBILTTY FOR THIS ASPECT.
s) LocKS, LATCHES AND LANDTNGS SHALL COMPLY WITH 2015 lBC, SECTION 1010.1 .9 -
DOOR LATCH TO BE OPERABLE FROM INSIDE WITHOUT A KEY OR SPECIAL KNOWLEDGE.
¿) pRovtDE A LANDTNG OUTSTDE THE EXTERIOR DOOR. CAN BE 7" BELOW THE INTERIOR
7) ELECTRTCAL pERMtTTtNG AND TNSPECTTONS BY COLORADO STATE ELECTRIC BOARD.
ELECTRICAL ROUGH.IN APPROVAL IS REOUIRED AT FRAME INSPECTION. ELECTRICAL
FINAL APPROVAL IS REOUIRED FOR FINAL INSPECTION & CERTIFICATE OF OCCUPANCY.
B) LtcHT AND VENTILATTON pER 2015 rBC, CHAPTER 12 AND 2015 IMC CHAPTER 3-4
9) HtcH STRENGTH BOLTTNG / FTELD WELDTNG (lF ANY PERTATNS), SHALL BE REOUIRED BY
SPECIAL INSPECTOR. COPY OF SPECIAL INSPECTOR REPORT TO BE AVAILABLE FOR
BUILDING FINAL.
1O) GARFIELD COUNTY FINAL / COMPLETION INSPECTION IS REOUIRED.
1 1) pROVtDE AN EXCAVATTON OBESERVATION REPORT FROM A GEOTECH ENGINEER AT THE
FOOTING INSPECTION, 2OOO PSF TO BE VERIFIED PRIOR TO INSTALLING THE LEAN
CONCRETE STRUCTURAL FILL.
12) CONTRACTOR TO VER|Fy CDOH CERTIFICATTON PR|OR TO SCHEDULING BUILDING FINAL
INSPECTION
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Structural Calculations
123 07 2-25 879 1 SE-CAL-0 1
09128123
8'0"x1 0'6" Auxiliary Building
ZAP ECS Project Number L23072-258791
Overview
Scope: perform a structural analysis and design to determine the structural members required for the 8'xl0'6"
Auxiliary Building. The structure will be designed for two conditions: hoisted and foundation supported.
When hoisted, the building shall have no snow, wind, seismic or live loads present. The foundation supported
condition will be designed for snow, wind, seismic, floor live, and roof live loads. The design of the building
foundation and anchorage are not included in thiscalculation'
Data: Location - Rifle' CO
1. Roof:
a. Dead Load = Stuctural elementself-weight
b. SnowLoad:55 Psf
c. Live:20 Psf
2. Lateral Loads:
a. Wind: 120 mPh, ExPosure C
b. Seismic: S¡s: 0.239, Sor : 0'079g,I: l'25, Site Class D, Design Category B
3. Floor:
a. Dead Load: Selfweight
b. Live Load: 125 Psf
4. AtHoist:
a. Dead Load: Self weight ofstructure
References:
1. AISC 360-16
2, AISI SiOO-16
3. IBC 2018
4. ASCE 7 _16
5. Wood Group USA AssemblyDrawings
6. USGS SeismicData
Computer Programs: RISA-3D Version2 1.0.1
Conclusion: All structural elements are adequate in strength and deflection. Refer to drawings in Attachment I
for member sizes, orientation, and dimensions. Owner shall provide anchorage to foundation at (4) perimeter
locations of skid. Refer to mximum loads in the "Max Anchor Reactions" section for foundation and
anchorage design forces.
ZAP Engineering & Construction Services, Inc.