HomeMy WebLinkAboutConditions of PermitCONDITION S OF PERMIT
BLCO -09-23-8259
Public Service Company of Colorado
lnstall 1 0'x1 0' Building, Odorizer
500 Prefontaine Avenue, Rifle CO - 217708400012
1) ALL WORK SHALL COMpLy W|TH THE 2015 TNTERNATTONAL BUILDING CODE (r.B.C.)AND
MANUFACTU RER'S I NSTALLATION I NSTRUCTIONS.
2) ALL WORK MUST COMply W|TH CONDTTTONS OF THE CURRENT LAND USE PERMIT.
3) ALL WORK MUST COMPLY WITH STATE AND FEDERAL REGULATIONS.
4) PROCESS PIPING IS NOT REVIEWED, E.O.R. RESPONSIBILIry 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 EXTERTOR DOOR. CAN BE 7" BELOW THE INTERIOR
7) ELECTRTCAL PERMtTTtNG AND TNSPECTTONS BY COLORADO STATE ELECTRTC BOARD.
ELECTRICAL ROUGH-IN APPROVAL IS REOUIRED AT FRAME INSPECTION. ELECTRICAL
FINAL APPROVAL IS REOUIRED FOR FINAL INSPECTION & CERTIFICATE OF OCCUPANCY.
B) LtcHT AND VENTTLATTON pER 2015 tBC, CHAPTER 12 AND 2015 IMC CHAPTER 3-4
9) HtGH STRENGTH BOLTTNG / FTELD WELDTNG (tF 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 OBESERVATTON REPORT FROM A GEOTECH ENGINEER AT THE
FOOTING INSPECTION, 2OOO PSF TO BE VERIFIED PRIOR TO INSTALLING THE LEAN
CONCRETE STRUCTURAL FI LL.
12) CONTRACTOR TO VERTFy CDOH CERTTFTCATION PR|OR TO SCHEDULTNG BUILDING FINAL
INSPECTION
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500 PrEbntdneAw Rifie, CO 8"1850
ParcsH* n770it4¡00o12
Legal Dese Sec" I T6S RglW
WO#:1091704d]
Structural Calculations
t2307 2-25879 1 SE-CAL-0 I
09128123
8'0"x1 0'6" Auxiliary Building
ZAP ECS Project Number 123072'258791
Overview
scope: perform a struotural analysis and design to determine the structural members required for the I'x10'6'o
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 this calculation,
Data: Location - Rifle, CO
1. Roof:
a. Dead Load = Structural elementself-weight
b. Snow Load = 55 Psf
c. Live:20 Psf
2. Lateralloads:
a. Wind: 120 mPh, ExPosure C
b. seismic sos: 0.239, Sor: 0.0799,I: L.25, Site Class D, Design category B
3. Floor:
a. Dead Load : Selfweight
b. Live Load: i25 Psf
4. AtHoist:
à. Dead Load : Self weight ofstructure
References:
1. AISC 360-16
2. AISI Si00-16
3. IBC 2018
4, ASCE 7 _16
5. Wood Group UsAAssemblyDrawings
6. USGS SeismicData
Computer Programs: NSA-3D Version2l'0'1
conclusion: All structural elements are adequate in strength and deflection. Refer to drawings in Attachment 1
for member sizes, orientation, and dimensions. owner shall provide anchorage to foundation at (4) perimeter
locations of skid. Refer to maximum loads in tlle "Max Anchor Reactions" section for foundation and
anchorage design forces.
ZAP Engineering & Construction Services,Inc.