Loading...
HomeMy WebLinkAboutPlans.pdfi CONDITIONS OF PERMIT BLCO-8-14-3328 Chevron USA, Inc Pig Receiver C.D.O.H. Skid Bldg. NWNW Sec3, T5S, R97W, 6t" PM DeBeque, Colorado 1) ALL WORK MUST COMPLY WITH THE 2009 IBC AND MANUFACTURERS SPECIFICATIONS. 2) ALL WORK MUST COMPLY WITH STATE AND FEDERAL REGULATIONS. 3) ALL WORK MUST COMPLY WITH THE CONDITIONS OF THE CURRENT LAND USE PERMIT. 4) VERIFY C.D.O.H. INSIGNIA IS AFFIXED PRIOR TO FINAL/COMPLETION INSPECTION. 5) ELECTRICAL FINAL APPROVAL IS REQUIRED FOR FINAL/COMPLETION INSPECTION. 6) LIGHT AND VENTILATION PER 2009 IBC, CHAPTER 12. 7) LOCKS, LATCHES AND LANDINGS PER 2009 IBC, SECTION 1008. 8) GARFIELD COUNTY FINAL INSPECTION REQUIRED FOR COMPLETION APPROVAL. See. Ce -34,9//74775 6�' f�rrw!72 X 49//0 -ii �. itUVEI StilinteT 70 *TIM V & IcTm M01C .Lj'Tina COW o‘.‘ BLEU-8-14-3328 07 S C3 rOi - a C/7 Cr0.1 LI CU o m aLri a o VI Di -a F- = v C 133 W C/7 Meeker outh; - 'G'x.kr'9CY.Y3.-c..'"-`f'i ,Qa.�;r S.-1 �`e.::.z _x:i--'•- ter., .��s_� ..-< - 9 .,.. LEGEND PICEANCE INTERIM SALES PIPELINE o Chevron tO %I. _ VICINITY MAP Place Marker Interstate Secondary Road ------River Highway County Road Pipeline Major Road L--, County RIO BLANCO, GARFIELD, AND MESA COUNTY, CO SCALE: 1" = 6 MILES DATE: 11/08/13 DRAWN BY: MEK CHECKED BY: RDO ENGlobal PBSR-59836EVF-PPL-MAP-0003 Path' J 18RMANA10-130328 Piceance Interim Saes Line114.0 GIS MX01P8SR-59836EVF-PPL-MAP-0003. n xd PROPOSED 8" PIPELINE • / / TEMPORARY / WORKSPACE I! 45.0 - Qy,Pni I 40.0' - / 19'0g�% I Vii'/ /% 1 1 / ! 1/ 15.0' / \ 30.0 / 75.0 / / - :2/ ` WPX PA. EASEMENT / \ / \\ // DETAIL "B" OM ROW SCALE' N.T.S. PARCEL 12137-153-00-000 CHEVRON USA TOWNSHIP/RANGE -` COI is - CA I CO PROPOSED 8" PA. 1 I I80'x300' D fn ATWS L111� HIF 100•x200 ATWS 50'8200' ATWS 0.80 ACRE ATWS LAUNCHER SITE CHEVRON U.S.A. 8"P!CEANCE INTERIM SALES PIPELINE GARFIELD COUNTY, COLORADO PROPERTY LINE (TYP.) PARCEL 112137-071-00-951 BUREAU OF LA510 MANAOEUENT 0.92 ACRE ATWS 1 PARCELIL413-281-00-004 EV RANCH LIP PROPOSED 8" PA. 50' x 200' ATWS SEE DETAIL "B" THIS SHEET 80' x 200 ATWS 80' x 200 ATWS SEE DETAIL "B" THIS SHEET 80' x 700 ATWS 80'x150" I ATWS j + MAINLINE VALVE SITE j SEE DETAIL 'A" THIS SHEET SEE DETAIL "A" THIS SHEET 80' 8 100' �ATWS 200 x 200' ATWS EXISTING 30" PA. PARCEL 12137-012-00-001 UPHOFF, EVA 9 JAMES PARCEI 12137-153-00-009 CHEVRON USA SEE DETAIL "A" THIS SHEET 80 x 300 ATWS PROPERTY LINE (TYP.) PARCEL 12137-321-00-QQ@ CHEVRON USA OVERALL PARCEL MAP SCALE: N.T.S. PROPERTY LINE (TYP.) / / ......>\ / PROPOSED // \ / 8" PIPELINE // / / TEMPORARY— / / ! WORKSPACE 01/31/2014 (1:2.15985) 1 I 25.0• -- I /I l0.0• 7 1 // y *tom / 1/// \ O / \/ 40.0 / 50.0 i \\ / '1/4..PERMANENT ROW / \< / \ / DETAIL "A" CHEVRON ROW SCALE: N.T.S. DRAWING ISSUED ENGLOBAL PROJ, NO. 10-130328 FOR REVIEW 01/31/14 FOR APPROVAL 01/02/14 FOR REFERENCE FOR PERMIT REQUEST FOR BID FOR CONSTRUCTION FOR AS -BUILT REVISIONS /D\ISSUED FOR APPROVAL BFF 01/31/14 A A A A A A A A [FOR APPROVAL 0 1Qa Chevron P CEANCE INTERIM SALES LINE GARFIELD COUNTY, COLORADO CARCO PERMIT APPLICATION MAP API * LEASE* PBSR-59836EVF-PPL-MAP-0004 IL PLOT DATE: SURVEY DESCRIPTION cc m D ccz z (0 z 3 0 1- z z LA W a STATE OF COLORADO FACTORY BUILT NON RESIDENTIAL APPLICATION Fee due with appllcatton-Not subject to return Dec 2013 Name of Manufacturer: Plant street address: Plant I.D. Number: C&J Equipment Manufacturing Corp. 2250 North First St., Bloomfield, NM 87413 4358 Plant Mailing Address: C&J Equipment Manufacturing Corp. (505) 632-2685 Plant Telephone: Fax No: Telephone No: P.O. Box 1963 Bloomfield, NM Contact Person/email address: Rick Gilbreathlrrgilbreath@cjemc.com Third Party Inspection Agency: RADCO Mailing Address: 3220 E. 59th St., Long Beach, CA 90805 (505) 215-1736 Telephone No: (562) 272-7231 Fax No: (562) 529-7513 X 2012 I -Code Compliant Roof snow Toad NIA 2011 NEC Compliant Wind Design Speed 2012 IECC Compliant Seismic Category Note 2009 IECC Compliant 75 PSF \ Floor Design Load 115 MPH ) Occupancy Elec: > 200 amp 3 uliasc 120 PSF 0 Special occupancy(NEC) Fee Schedule Total footage Amount Model Name/No. Chevron Receiver Annual Registration Fee (Submit new/updated QA Manual) $500.00/per factory location Fee Calculator for Plan Approvals= (Building Square footage) x (factor indicated below): Manufactured portion only Plan Approval Fee- $0.25/sq. ft. (Finished floor area) $0.10/sq. ft. (Unfinished floor area) i.e. garage, unfinished loft 363 Minimum Fee for Plan Approvals- $160.00 $160.00 Additional Plan Set- $0.10/sq.ft. Plan Approval Number Plan Revision- $0.10/sq.ft. (Space revised) Minimum Fee for Plan Revision- $50.00 TOTAL AMOUNT SUBMITTED: $160.00 EXPIRES: MANUFACTURER CERTIFIES that only approved equipment and materials will be used and the installations shall be made in accordance with approved plans and applicable codes and provisions of the Colorado Division of Housing. Manufacturer agrees to in -plant inspection of units manufactured under the above plan approval. Application shall be made for and insignia affixed to each factory built non residential unit that is subject to Colorado statutes and which is manufactured oris to be sold, offered for sale, or occupied in the State of Colorado. DIV. OF HOUSING, 1313 SHERMAN STREET, RM 321, DENVER, CO. 80203 (303) 864-7836 Fax (303) 864-7857 C&J Equipment Manufacturing Project: Chevron Pig Receiver Location of Structure: Garfield County, Colorado Elevation: 8580 ft Building Code: IBC 2012 Totally Enclosed Building Calculations Performed by: Richard W. Hill Signature: !I //71 Date: /9-��¢ Calculations Checked by: Rick Gilbreath Signature: '� 11, , � Date: 2 -1', -dopy 9_� z/ /4 Project: Chevron Pig Receiver Width of enclosed Building 11 ft Length of enclosed Building 33 ft Area 363 sf Width of Skid 11 ft Length of Skid 33 ft Location of Structure Garflield County, Colorado Elevation 8580 ft Building Code IBC 2012 Totally Enclosed Building Wind Exposure C Live Load 120 psf Rigid Frame Yes Elevation of Base above grade: 1.000 ft Increase effective outer diameter by: 0.000 ft Wind Force coefficient Cf: 0.570 Basic Wind Speed:, V: 90.000 mph Importance Factor:, I: 1.250 Wind Directionality Factor,Kd: 0.950 Topographic Factor, Kzt 1.000 Enforce minimum design load of 19.6 psf per ASCE Yes Design Method: Analytical Wind Pressure (WP) Calculations Kz = 2.01*(Z/Zg)2/" = 2.01 * (15/900)2/9'5 = 0.848884152 qz= 0.00256*Kz*Kzt*Kd*V2*I = 0.00256*.8489*1.0000*0.9500*1152*1.25 = 35.3754996 psf qz= max(21.666, 19.6) = 21.6666 psf Table look up Values a= 9.5 zg 900 ft Roof Purlin Spacing for Sheet determination Material 26 G R panel Fy = 80 ksi Span 3 Span Span distance 32 in Span distance 2.6667 ft Max Allowable Load for span (Appendix 1) 145 psf Design Load 75.94 psf Purlin Span Snow load 75 psf R Panel 26 G weight 0.94 psf Design Load 75.94 psf Purlin Spacing 32 in Purlin Spacing 2.6667 ft Deflection limit L/240 Span 3 Span Uniform Design Load 202.51 plf Truss spacing 52 in 4.3333 ft From Appendix (A2) Material 16 G 4 x 2.5 Cee Purlin Max allowable Span for 202.5 plf 8.5 ft Max allowable load (Ib/ft) per design span 602 plf Walls Purlin Spacing for Sheet determination Material 26 G R panel Fy = 80 ksi Span 3 Span Span distance 48 in Span distance 4 ft Deflection limit L/240 Max Allowable Load for span (Appendix 1) 75.4 psf Design Load Wind Pressure 21.667 psf Floor Design live load 120 psf Weight 11.26 psf Floor material A-36 Carbon Steel 1/4" Slip Resistant Max Allowable span (Appendix 2) 40.3 in Interpolation Skid / Foundation Skid weight 8365 lbs Building weight 4400 lbs Equipment weight 5000 lbs Snow weight (75 psf) 27225 lbs Maximum Total Weight 44990 lbs Uniform Loading Yes Number of piers 8 Min Weight per pier (Launcher w/ no snow) 1595.6 lbs Max Weight per pier (snow on roof) 5623.8 lbs Material Selection W10x26# Area (in2) Fy (ksi) 7.61 55 Max stress (bending) Max stress (Shear) Truss Design Ixx (in4) 144 Sxx (in3) 16,2 6444 psi 738.99 psi Length 132 in Height 20.438 in Load per Truss (75 psf snow present) 3503 Ib Material A 3 x 3 x 3/16 A36 Tubing, Fy =36 ksi, Ixx = 2.60 in4, Area = 1.89 sq in B 6 x 3 x 1/4 A36 Rectangular Tubing, Fy=36 ksi, Ixx = 17 in4, Area=3.84 sq in Stress on Material A Shear 1904.8 psi Bending 16,875 psi Max Deflection 0.14 in Stress on Material B Shear 937.5 psi Bending 20,965 psi Max Deflection 0.35 in Seismic Base Shear Occupancy Category = III Importance Factor, I = 1.25 Soil Site Class = D Location = Garfield County, Colorado Spectral Accel., SS = 0.287 Spectral Accel., S1 = 0.069 Long. Trans. Period, TL = 8 sec Structure Height, hn = 10.75 ft Total Seismic Weight, W = Actual Calc. Period, Tc = Seismic Resist. System = Result Data 90 kips (Total Unit weight plus loads) 0.5 B2 Ordinary steel concentrically braced frames Site Coefficients: Fa = 1.570 Fv = 2.400 Maximum Spectral Response Accelerations for Short and I- SMS = 0.451 SM1 = 0.166 Design Spectral Response Accelerations for Short and 1 - SDS = SD1 = 0.300 0.110 Seismic Design Category: Category(for SDS) = B Category(for SD1) = B Use Category = B Fundamental Period: Period Coefficient, CT = Period Exponent, x = Approx. Period, Ta = Upper Limit Coef., Cu = Period max., T(max) = Fundamental Period, T = 0.020 0.75 0.119 sec 1.679 0.199 sec 0.199 sec Ice Load Based on Perimeter of Member: Response Mod. Coef., R = 3.25 Overstrength Factor, Wo = 2 Defl. Amplif. Factor, Cd = 3.25 CS = 0.116 CS(max) = 0.358 CS(min) = 0.017 Use: CS = 0.116 Seismic Base Shear: V = 5.63 kips Welded building to skid w/ 70ksi weld wire. Seal weld around the building will be roughly 70 ft with 1/4" fillet. c'A(1 COMcheck Software Version 3.9.3 Envelope Compliance Certificate 90.1 (2007) Standard Section 1: Project Information Project Type: New Construction Project Title : Chevron Launcher and Reciever Construction Site: Owner/Agent: Designer/Contractor: Rifle, CO Chevron C&J Equipment Manufacturing Corp. Bloomfield, NM 87413 505-632-2685 Section 2: General Information Building Location (for weather data): Rifle, Colorado Climate Zone: 5b Building Space Conditioning Type(s): Nonresidential Vertical Glazing / Wall Area Pct.: 1% Activity Type(s) Manufacturing:Control Room Section 3: Envelope Assemblies Floor Area 363 Envelope PASSES: Design 2% better than code. Climate -Specific Requirements: Component Name/Description Gross Cavity Cont. Proposed Budget Area or R -Value R -Value U -Factor U-Factor(a) Perimeter Roof: Metal Building, Screw Down 363 19.0 0.0 0.098 0.065 Sky Lights: Metal Frame:Plastic, With Curb, Perf. Type: Energy 14 1.310 1.100 code default, Double Pane, Clear , SHGC 0.68 Front Wall: Wood -Framed, 24" o .c. 253 19.0 0.0 0.065 0.064 Vent/Louvers: Metal Frame, Perf. Type: Energy code default, Single 5 --- --- 1.250 0.550 Pane, Clear , SHGC 0.82 Door 1: Insulated Metal, Swinging 22 --- --- 0.157 0.700 Back Wall: Steel -Framed, 24" o.c. 273 19.0 0.0 0.094 0.064 Left Side Wall: Steel -Framed, 24" o.c. 104 19.0 0.0 0.094 0.064 Vent/Louvers copy 1: Metal Frame, Perf. Type: Energy code default, 5 1.250 0.550 Single Pane, Tinted , SHGC 0.70 Roll Up Door: Insulated Metal, Non -Swinging 56 --- --- 0.157 0.500 Right Side Wall: Steel -Framed, 24" o.c. 64 19.0 0.0 0.094 0.064 Door 3: Insulated Metal, Swinging 22 --- --- 0.157 0.700 Floor: Steel Joist 363 19.0 0.0 0.052 0.038 (a) Budget U -factors are used for software baseline calculations ONLY, and are not code requirements. Section 4: Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the 90.1 (2007) Standard requirements in COMcheck Version 3.9.3 and to comply with the mandatory requirements in the Requirements Checklist. Project Title: Chevron Launcher and Reciever Report date: 02/20/14 Data filename: C:lUsers\RGilbreath\Documents\COMcheck\Chevron Receiver COM check ASHRAE Rev. 1.cck Page 1 of 2 Name - Title Signature Date Project Notes: Building to be constructed in Bloofield, NM and delivered to Garfield County Colorado. Pig receivers are oil field equipment that will release hydro carbons into the building. To evacuate the air as necessary for oil field requirements, 4 wall louvers are added to walls both sides of building (calculated as windows). Building will be set in remote faction without electricity for interior or exterior lights. Lighting to be provided through translucent sheeting (calculated as sky light). Project Title: Chevron Launcher and Reciever Report date: 02/20/14 Data filename: C:\Users\RGilbreath\Documents\COMcheck\Chevron Receiver COM check ASHRAE Rev. 1.cck Page 2 of 2 PLANT NORTH 24.0 CONC. PIER (TYP 6 PLCS.) T.O.C. EL -0'-1)" RECEIVER SKID OUTLINE (TYP) SEE DWG. PBSR-598360VF-PIP-SHF-0002-01102 FOR SKID 6 ENCLOSURE DETAILS. (BA.SKID EL 0'-0'.) 7 N. 1672037.07 '0 -/./. �4_ E. 2219178.60 SEE DETAI FOR SKID (TYP 6 PLC 1 C.ANP Z.) SUPPORT 14'-6' SUPPORT 14'-6' I/2'0-0-11 (RIDS -4, 2 NUTS rE ANCalC, SKID ECEIVER FOUNDATION PLAN SCALE: 1/4"-1'-0" SUPPORT -CE SUPPORT SUPPORT 24'0 PIER 11P. DETAIL SCALE 1 1'-0• 1/2'0-R-11 (TADS=4. 2 NUTS) 1.0.C. EL SEE PLAN L5x3x3/8 (3" LEG VERT.) w/(2) 3/4'0 HOLES (TYP.) SECTION SCALE I 1/2'=1'-0" 0 154343/8 (3' LEG VERT.) w/(2) 3/4'0 HOLES (1YP. TACK SKID W BEAM REF.) 3/8' 24'0 PIER TYP. 1- /2' GROUT MIN. BAR 1/2"81/2'40' (BM STOCK TYP.) (INT_Globale SECTION SCALE 1 1/2•-1'-0" SEE PLM!/ DETAILS FOR AB. INFORMATION 10 FINAL GRADE '0 -/./. �4_ (6) /S VERTICALS ED TIES 0 12 O.C. 0 ■ ■ ■ ■ ■ TYPICAL CONCRETE PIER SECTION SCALE 1/2'=1'-O' 16 VERTICALS EQUALLY SPACED RADIALLY 24'0 PIER (n'4.) /4 CLOSED CIRCLE TIES (TYP.) SECTION SCALE N.T.S. lE-Z LINE ADJ. PIPE SUPPORT FIG. / 510-F-W/I-ROD. (2 PLCS.) (4)-3/4"0-6-12 (11105=4, 2 NUTS. 4' PROJECTION) TYPICAL. FIELD VERIFY TOC APPROX 6 ABOVE FINISH GRADE) 4- )' 0 A.B. 24'0 PIER (TYP.) SEE SECTION A 1. ANCHOR BOTTOM PLATE TO CONCRETE PIER WITH 4- I"A A.B. 4' PROJECTION, 12' EMBEDMENT. 2. SUBSTITUTE CAST -IN-PLACE A8. WITH 01111 HR RESOD ADHESIVE ANCHORS, 3" PROJECTION, 4 )" MIN. EMBEDMENT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. TYPICAL PIPE SUPPORT (2 REQUIRED) SCALE: 1" = 1'-0 / / �JJ F'Q�'9C GENERAL NOTES 0.1) ALL WORK SHALL CONFORM 10 2009 IBC, OSHA AND DRAWINGS UNLESS NOTE0 OTHERWISE. 0.2) THE CONTRACTOR SHALL CONFORM TO PROJECT SAFETY REGULATIONS INCLUDING ALL LOCH, STATE AND FEDERAL GOVERNMENT REQUIREMENTS. 0.3) LATERAL SUPPORTS SHALL BE PROWOED FOR WALL/GRADE BEAMS DURING BAOKFILUNG. 0.4) R IS THE CONTRACTOR'S RESPONSIBILITY TO CONSTRUCT ALL RENS IN FULL ACCORDANCE WITH THESE DRAWINGS. ANY VARANCE MUSE RAVE WRITTEN APPROVAL BY THE OWNER'S REPRESENTATIVE. G.5) THE CONTRACTOR SHALL STRICTLY FOLLOW MANUFACTURER'S INSTRUCTIONS FOR PREPARATION AND INSTALLMON OF PURCHASED MATERIALS AND EQUIPMENT INCLUDING THE USE OF ANY SPECIAL TOOLS REQUIRED. 0.6) EROSION CONTROL MEASURES (BAPS), SHILL 8E PLACED IN ACCORDANCE WITH THE MASTER STORM WATER POLLUTION PREVENTION PLAN (MSWPPP). G.7) EROSION CONTROL MEASURES SHALL BE MONITORED AND MAINTAINED AS DIRECTED IN THE MSWPPP. EARTHWORK NOTES E.1) CONTRACTOR SHALL STRIP THE CONSTRUCTION AREAS OF ALL VEGETATION. DEBRIS AND TOPSOIL. CONTRACTOR 51N1L EXCAVATE ANY REMAINING LOOSE SOILS TO EXPOSE COMPETENT NATURAL SOILS. E.2) ALL EARTHWORK SHALL CONFORM TO THE REQUIREMENTS OF T110 GEOTECHNICAL ENGINEERING REPORT AND THESE DRAWINGS. E.3) GENERAL BACKFILL MATERIA. SHALL 8E SUITABLE ON -SNE MATERIAL AND/0R STRUCTURAL FILL AS APPROVED 8f THE GEOTECHNICAL ENGINEER. (.4) PUCE 64CKFILL N MAXIMUM UNCOMPACIEO LIFTS OF 8 INCHES WHERE COMPACTION 15 PERFORMED BY EQUIPMENT, 6" WHERE COMPACTED 81' HAND. COMPACT IN ACCORDANCE WITH ASTM D698 TO A MINIMUM 95% MOISTURE CONDIBONED TO WITHIN ±2% OF OPTIMUM FOR GRMUUJ( SOILS ANO WITHIN 0 TO +4% OF OPTIMUM FOR COHESIVE SOILS. (.5) FROZEN MATERl01S SHALL NOT BE U5E0 AS BACKFILL MATERIALS. SNOW AND ICE SHALL BE REMOVED FROM EXCAVATIONS PRIOR TO MATERIAL PLACEMENT. EB) NON -FROST SUSCEPTIBLE MATERIALS SHALL BE <5% PARTICLES BY WEIGHT PASSING 1200 SIEVE. (.7) CRUSHED ROCK SURFACING SHALL BE 1)n'(-) MATERIAL FOR GENERAL PLANT SURFACING. E.8) FINISHED GRADING SHALL PROVIDE A MINIMUM OF 12' OF FALL FROM ALL STRUCTURES WITHIN THE FIRST 10 FEET (UN). E9) ROADS AND ADJACENT SURFACES SHALL BE GRADED TO PROMOTE POSITIVE DRAINAGE AWAY FROM TRAFFICKED MEAS. 0.10) CONTRACTOR SHALL BR RESPONSIBLE FOR ANY DEWATERING REQUIRED. GROUT NOTES GR.1) NON -SHRINK CEMENTITIOUS GROUT: o. GROUT SHALL BE NON -SHRINKABLE GROUT CONFORMING TO ASTM C-1107 GRADE A AND CRD -621. GROUT SHALL HAVE A MIN. SPECIFIED COMPRESSIVE STRENGTH AT SEVEN (7) DAYS OF 5000 PSI. b. CONCRETE SUBSTRATE SHALL BE ROUGHENED WITH A BUSH HAMMER TO A MINIMUM Y' AMPLITUDE. WASHED CLEAN AND SATURATED WITH WATER FOR 24 HOURS PRIOR TO GROUT PLACEMENT. REMOVE STANDING WATER IMMEDIATELY PRIOR TO GROUT PLACEMENT. c. ALL GROUT THAT IS ABOVE THE UNDERSIDE OF THE BASEPLATE SHALL BE CUT BACK TO LOWER EDGE OF THE BASEPLATE & TAPERED DOWN TO THE CONCRETE SUBSTRATE. O. R00 SLEEVES AND HOLES SHALL BE GROUTED PRIOR TO PLACING GROUT BENEATH BASEPLATE. e. GROUT MIX DESIGN SHALL BE REVIEWED AND APPROVED BY THE ENGINEER. / DESIGN CRITERIA: 0.1) CODES: SEE GENERAL NOTES IRIS DRAWING. 112) DESIGN IS BASED ON THE FOLLOWING LOADS: a.) DEAD LOAD' ACTUAL. (INCLUDE EQUIPMENT DEAD LOAD) 6.) INE LOADS: i. EQUIPMENT OPERATING LOAD PLATFORMS 100 PSF c.) SNOW LOADS T. GROUND SNOW 75 PSF d.) WIND LOADS: i. BASIC WINO SPEED 90 MPH ii. EXPOSURE C M. 6 1.15 e.) SB ... C: LASS C 0_3) LOUNDATION 081148A - GEOTECHNICAL ENGINEERING REPORT 1113246A, PREPARED PI' HP 20010 H DATED JAN 31 2007, AND REPORT 193279 -GJ PREPARED BY GRAND JUNCTION LINCOLN-DEVORE, INC. DATED OCTOBER 30, 2007. -SHALLOW FOUNDATION DESIGN CRITER• 2500 PSF • SOIL SKIN FRICTION 250 PSF • FROST DEPTH 60' / SOLAR PANEL (B.O.SUPPORTS EL. 0'-0') (TYP) FIELD VERIFY LOCATION FOR THE SOLAR PANEL. e 0 PANEL'S / SUPPORT PANEL SUPPORT' COLUMN OUTLINE (TYP, FIELD VERIFY LOCATION.) 10'40'4' BASE PLATE WITH 41'0 HOLES FOR )'0 A,B, LOCATED 1)' AWAY FRON THE CORNERS (TYP AS SHOWN.) A.B. TO BE 1/2'0-11-11 DS -4, 2 NUTS) TYPICAL. v'1 24'0 CONC, PIER, (TYP 6 PLCS.) CENTER PIER UNDER SOLAR PANEL SUPPORT COLUMNS (TYP,) TO.C. EL CONCRETE NOTES C.1) ALL CONCRETE WITH THE REQUIREMENTS OF ACI -318. CEMENT SWILL BE ----P39M' LAND CEMENT TYPE II. CONCRETE ADMIXTURES MAY BE USED UPON ACCEPTANCE BY THE ENGINEER. C.2) CONCRETE SHALL HAVE A 2B -DA COMPRESSIVE STRENGTH (Fc) OF 4500 PSI, UNLESS NOTED OTHERWISE. LEAN CONCRETE (1'c; OF 1500 PSI. C.3) 0011CRETE SHN1 WNW A MAXIMUM WATER/CEMENT RA110 OF 0.45, ANO NR ENTRAINMENT OF 5.58 ±1.55 BY VOLUME. C.4) MAXIMUM SLUMP 4' EXCEPT DRILLED PIERS 6" TO 8'. C.5) MAXIMUM AGGREGATE SIZE Ol'. C.6) CONCRETE EXPOSURE CLASS a.) FREEZING MID THAWING F2 b.) CORROSION PROTECTION C1 c.) SULFATE EXPOSURE S1 d.) PERMEABILITY PO C.7) REINFORCING STEEL SHALL CONFORM TO ASTM A615 OR A706. GRADE 60 DEFORMED BARS. REBAR SHALL BE DETAILED IN ACCORDANCE WITH ACI 315 AND AO 318. C.8) THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROMDED FOR REINFORCEMENT, UNLESS NOTED ON THE DRAWINGS: a.) CONCRETE CAST AGNNST EARTH - 3' SPECIEEO COVER b.) CONCRETE EXPOSED TO EARTH OR WEATHER: i. N0. 6 THRU N0. 18 BARS - 2' SPECIFIED COVER ii. N0. 5 BAR MO SMALLER - 11)" SPECIFIED COVER c.) CONCRETE SLABS AND WALLS NOT EXPOSED TO EARTH OR WEATHER: i. N0. 11 BAR AND SMALLER -3' SPECIFIED COVER d.) ALL 0711ER CONCRETE - 1YJ" SPECIFIED COVER C.9) SPLICES NOT DEFINED ON THE DRAWING SHALL 8E LAPPED IN ACCORDANCE WITH ACI -318, CHAPTER 12, SPLICES OF DEFORMED BARS IN TENSION, CUSS B. C.10) ALL BARS SWILL BE CONTINUOUS AT CORNERS, UNLESS NOTED OTHERWISE. CORNER BAILS OF EQUAL SIZE, SPACING ANO SPLICES ARE ACCEPTABLE. 0.11) ALL HOOKS SHALL BE IN ACCORDANCE WITH ACI -318, 01-IAPTER 7, UNLESS NOTED OTHERWISE. C.12) WELDING OF OR TO REINFORCING STEEL 15 PROHIBITED UNLESS SPECIFICALLY SHOWN ON THE DRAWINGS OR APPROVED BY THE ENGINEER. C.13) REINFORCING STEEL SHALL BE TIED AT ALL INTERSECTIONS EQUAL TO OR GREATER THAN 12" OC W/ 16 GA. BLACK ANNEALED WIRE. C.I4) ALL ANCHOR RODS SHALL CONFORM TO THE 600016EMENT5 OF ASTM F1554 (GR. 36 0NO) AS APPROVED BY THE ENGINEER, OR ASTM A307. ANCHOR RODS SHALL BE FURNISHED WITH HEAR HEX NUTS AND PLATE WASHERS, UNLESS NOTED OTHERWISE. ALL ANCHOR RODS, NUTS, AND WASHERS SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM 42329. C.15) ALL EMBEDDED STEEL SHALL BE ASTM A36. EXPOSED EMBEDDED STEEL SHALL BE GALVANIZED PER ASTM A123. WELDED ANCHOR STUDS SHALL COMPLY WITH ASTM A108 AND AWS 01.1 C.16) ALL ANCHOR ROD GROUPS SHALL BE SUPPORTED MND SET USING A TEMPLATE WITH THE EMBEDDED ENDS SECURELY TIED TO PREVENT DISPLACEMENT (TURING PLACEMENT OF CONCRETE. FIELD TACK WELDING OF REINFORCING, PIPE SLEEVES. ETC. TO ANCHOR RODS IS NOT PERMITTED. 0.17) ADHESIVE ANCHORS SHALL BE HU HR RE -500-00 ADHESIVE ANCHORS WITH HAS RODS AS MANUFACTURED BY HILT! NORTH AMERICA ANCHORS IN EXTERIOR LOCATIONS SHALL BE STAINLESS STEEL HAS RODS. ADHESIVE ANCHORS SHALL BE FURNISHEO AS A COMPLETE ASSEMBLY WITH ROD, NUTS, AND WASHER. EMBEDMENT OF ADNESNE ANCHORS SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION FOR MINIMUM EMBEDMENT FOR ROD DIAMETER SHOWN ON DRAWINGS, UNLESS NOTED OTHERWISE. 0.18) WATERSTOPS SHALL BE SF-312-SYNKO-FLEX WATER STOP FR. BY HENRY CO., OR APPROVE0 EQUAL. C.19) WATER PROOFING MEMBRANE SHALL BE BITUTHENE 3000 8Y GRACE CONSTRUCTION PRODUCTS, OR APPROVED EQUAL. C.20) ISOLATION, CONSTRUCTION, OR CONTRACTION JOINTS SHALL 8E PROVIDED IN ACCORDANCE WITH STANDARD DETAILS AND AS DETAILED ON THE DRAWINGS. ANY OTHERS DEEMED NECESSARY SHALL BE APPROVED BY THE ENGINEER. C.21) JOINT SEALER SHALL CONFORM TO ASTM C920 EL*STOMERIC JOINT SEALANT GRADE P. SELF -LEVELING. POUR GRADE FOR 11061000101 JOINTS AND GRADE NS, NON -SAG, GUN GRADE FOR VERTICAL OR OVERHEAD JOINTS. JOINT PREPARATION, MATERIALS AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. C.22) JOINT FILLER SHALL BE PREFORMED CORK CONFORMING TO ASTM D1752, TYPE II, OR ASPHALT IMPREGNATED FIBER CONFORMING TO ASTM 01751. C.23) BACKER ROD SHALL 8E DOW CHEMICAL CO. 'ETHAFOAM' OR ENGINEER APPROVED EQUAL C.24) CONCRETE EDGES THAT ME TO RECEIVE JOINT SEALANT SHALL 8E PLACED AGAINST NON -OILED FORMS. THE NON -OILED PORTION SHALL EXTEND A MINIMUM OF 2)5' FROM THE EDGE TO BE SEALED. C.25) ALL EXPOSED CORNERS SHALL HAVE Y4' CHAMFER, UNLESS NOTED OTHERWISE. C.26) TEST EACH DAILY POUR WITH A MINIMUM OF 4 CYUNDERS. TAKE AT LEAST 4 CYUNOERS PER 100 YARDS. FOR EACH SET OF CYLINDERS, PROVIDE OWNER'S REPRESENTATIVE WITH TEST REPORTS THAT INCLUDE DATE OF POUR, SLUMP, CONCRETE AND AMBIENT TEMPERATURE, PERCENTAGE OF ENTRAINED AIR, CONCRETE LOCATION. AND COMPRESSIVE STRENGTH BY TEST A7 7 AND 28 DAYS. C.27) CONCRETE IS TO BE PLACED PER ACI -304 INCLUDING: a.) DEPOSITING THE CONCRETE IN THE FORMS AS NEM A5 POSSIBLE TO FINAL. POSIf1ON IN MAXIMUM OF 18' TO 24' HORIZONTAL UFIS. b.) FREE FALL NOT TO EXCEED 5'- 0". USE OF 'TREMIE' OR 'ELEPHANT TRUNKS' ARE ACCEPTABLE AS REQUIRED. c.) PUMPING IS ACCEPTABLE WITH SPECIFIED SLUMP AT DISCHARGE OF HOSE. MAXIMUM ALLOWABLE LOSS OF SLUMP IN PUMPING 15 1". d.) CONCRETE SHALL BE MAINTAINED AT A TEMPERATURE OF 55 DEGREES F. FOR THICKNESS LESS THAN 12 INCHES, 50 DEGREES F. FOR THICKNESS 12-72 INCHES & 45 DEGREES F. FOR THICKNESS GREATER THAN 72 INCHES FOR 7 DAYS. PLACEMENT OF CONCRETE IN COLD OR HOT WEATHER (ABOVE 90 DEGREES F.) SHALL BE IN ACCORDANCE WITH ACJ -3060 OR ALLY -3058. 0.28) BEFORE PLACING CONCRETE, CONTRACTOR SHALL VERIFY THAT FORMWORK, REINFORCING STEEL, ANCHOR RODS, EMBEDDED STEEL, PIPING, CONDUIT, DRAINS, BOXES. ETC. ARE PROPERLY INSTALLED. C.29) CONCRETE FINISHES SHALL 8E IN ACCORDANCE WITH AO 301, CHAPTER 11, UNLESS NOTED OTHERWISE. INTERIOR CONCRETE FLOOR AREAS SHALL HAVE A TROWEL FINISH. EXTERIOR PERSONNEL ACCESS AREAS SHALL HAVE A BROOM FINISH IN THE DIRECTION OF THE SLOPE. 0.30) REMOVAL OF FORMS SHOULD NOT BEGIN UNTIL APPROXIMATELY 48 HRS. AFTER CONCRETE IS PLACED. FORMS SHALL BE INSTALLED AND REMOVED IN ACCORDANCE WITH ACI -347. SUSPENDED BEAMS AND SLABS SHALL ATTAIN 758 Fc BEFORE STRIPPING FORMS. C.31) REPAIR OF SURFACE DEFECTS SHOULD BE DONE AS SOON AS FORMS ARE REMOVED AND SHALL BE IN ACCORDANCE WITH ACI -301 CHAPTER 9. C.32) VOID FORMING MATERIAL SHALL BE MOISTURE -RESISTANT TREATED PAPER,WHICH IS BIODEGRADABLE. AND STRUCTURALLY SUFFICIENT TO SUPPORT WEIGHT OF WET CONCRETE UNTIL INITIAL SET. C.33) 0010 WEATHER CONCRETE WORK SHALL BE IN ACCORDANCE WITH AO 306. 0.34) HOT WEATHER CONCRETE WORK SHALL BE IN ACCORDANCE WITH AO 305. SOLAR PANEL FOUNDATION PLAN (LOCATED IN DELIVERY AREA) SCALE: 1/4'=1'-0" PLOT DATE: 04/08/2014 (1:2.15985) DRAWING ISSUED ENGLOBAL PROJ. N0. 10-130328 FOR REVIEW 00/30/13 FOR BID FOR APPROVAL 02/07/14 FOR CONSTRUCTION FOR REFERENCE FOR AS -BUILT FOR PERMIT REQUEST REVISIONS /0\ 101E0 FOR CONSTRUCTION BNF 02/07/14 A / 1 11111E & REFERENCE REVISION P6M 03/21/14 REVISED ISSUED FOR CONSTRUCTION BFF 04/08/14 A A FOR CONSTRUCTION 149 Chevron U.S.A. Inc. P CEANCE INTERIM SALES LINE GARFIELD COUNTY, COLORADO FOUNDATION PLANS, DETAILS & NOTES, RECEIVER & MISC. SUPPORTS API* LEASE * PBSR-59703AEF-PPL-DTL-0003 SURVEY DESCRIPTION 181" (CENTER OF GRAVITY) DIAMOND PLATE, 132" 64g" (CENTER OF GRAVITY) 111 111 111 t. -- ---- 1 ' 1 i I =1Z SINGLE DOOR 3070 (SIDE WALL) 138" WALL LOUVERS (BACK WALL) (2) 396" PLAN VIEW SKID DRAIN 2" W/ PLUG J (6) 18" X 18" SKYLIGHTS 7SKY LIGHT 18" X 18" I eQ 11 SKID DRAIN, W/ GALV. SERRATED BAR GRATING, 3' 0" W X 10' 0" LG WALL LOUVERS (BACK WALL) WALL LOUVERS (FRONT WALL) 10 , y , (SKID HEIGHT) 93g" 119i" SINGLE DOOR 3070 1764" ELEVATION VIEW NOTES: SECTION A—A DETAIL 1. 1/8" WELD GAP & 1/8" GASKET HAVE BEEN INCLUDED IN THIS LAYOUT. 1 1 1 1 1 1 1 1 441" 1 f L t WALL LOUVERS (FRONT WALL) VENT TO EXTEND 12" OVER BUILDING ROOF PITCH 2-1/8:12 12 �J 2-1/8' SIDE VIEW WEIGHT: 25.061 [bs.(Dry) 8' X 7' ROLL -UP DOOR MANUAL OPERATED M infe.,netion pont0Me .iM 100 **moo is of o p.oplstory odors o..p h tM VA peeped, of Ctrl Eprpmsnl bct +9 Co.porora. 4^, one of VN ero.:nq a .fp.ebKYen „ 0Uktt, Y .sherd the ./.len [cowl of Cal [4,4, end YerlacI,0, Ca.paot:on O MANUFACTURING B250 NORT1 FI 51 R = LOOMFlELD. NEW EXIC0 /113 00.00. [ A 0101 p«� p: m"40er- CHEVRON RECEMNG SKID GENERAL ARRANGEMENT PLAN & ELEVATION VIEW SON wee 11/18/13IU* SCA[ pRrpf l D"UE 2 OF 2 02/12/14 b- 8 132" 101" 66" 241" 4 0" 396" (OVERALL) 3411" (DIAMOND DECK PLATE SHEETING) 0 Z.. rZo V~„ D Q1 J J 4$16" (DRAIN) 1 1 -4- I 1 I 1 1 1 I 1 I i _J1L- - r1 36" 904' 458" J-1 LD 01 88.. 7 18 15 22) r 1- 424 12 263 Gol. DRAIN PAN L N 01 PLAN VIEW PIPE 8" XH f r1 O co N N 21 17 15 PIPE 3" XH PIPE 10" X uD 0 N) 12016 (DRAIN) 581, 334" 0 z j 0 NOTES: 1. BUILT—IN SKID DRAIN PAN TO SLOPE 1/8" PER EVERY 12". ELEVATION VIEW 10x" (SKID HEIGHT) BILL OF \IATLRI ALS SK -10\ 132X396 Rex -04 REM OTT. PART N0. DESCRIPigN MATERML 1 2 w -SEAM, 10" x 26/ x 396" LC SA -36 2 8 w -BEAM, 10' x 261 x 126' LG. C.B.E. SA -36 3 2 4 1 W -SEAM. 10- x 26 x 95-3(4" LC. C.8.£. W -BEAM, 10- X 26 X 60" LG. C.B.E. SA -36 SA -36 5 1 IN -BEAM, 10- X 267 X 47-3/4" LC, C.B.E. SA -36 6 w -BEAM. 10- X 26/ X 24" LC. c.B.£. SA -36 7 8 2 9 2 10 2 11 2 12 2 13 2 14 1 CHANNEL. 10- x 22/ X 47-3/4" LC C.B.E. ANGLE. 1 4' % 2' X 2" X 89-13 15" 1.6. (CUT AT 45') ANGLE 1 4 x 2 X 2 % 35-5 8 LG OU? AT 45' ANGLE 1 4' X 2' X 2' X 41-7 6" LG, :an AT 45': CUT AT 451 ANGLE. 1 4' X 1-1 4" X 1-1 4" X I20. LG,CUT AT 45) ANGLE. 1 4" X 1-1 4" X 1-1 4' X 48" LG, (CUT AT 451 SOUARE UBINC. 1 4' x 3' x' x 56-5/8" L ANGLE, t 4" x 2' X 2' x 33-1 8" LC. SA -35 5A-36 SA -36 5A-36 SA -36 SA -36 5A-36 SA -36 15 8 16 1 SQUARE CUBING, 1 C X 3" X 3" X 27-7/6' LG 2' SOUARE TUBING. 1/4" X x 2" X 3-15 16' LG 5A-36 SA -36 17 2 18 6 FLAT. 1/2' X 3" x 14' LG. (FOR 10" U- LT) FLAT. 1 2' x 3' x 12' 10. (FOR 8" U-8011 SA -36 SA -36 19 1 20 1 FLAT. 1 2" x 3" X 5-1/2' LG, FOR 3" U- LT FLAT. 12" x 2-1/2" X 4' LG. FOR 2' LT -BOLT( SA -36 SA -36 21 2 22 6 1.1-801.6, 1 2" x 010" PIPE (TEFLON COATED 0-8011. l 2' x e8' PIPE TEFLON COATED) 23 1 0 -BOLT. 3 8" x e3" PIPE TEFLON COATED 24 1 U -BOLT. 378" x e2" PIPE TEFLON COATED 25 4 SERRATED 26 1 SERRATED 27 1 SERRATED BAR CRATING, 3/16" X 1" X 36" x 48" LG 8AR GRATING./16' x I" X 35-1/2" x 89-5/8' 10 BAR GRATING, 3/16" x 1" x 33" x 41-5/8" LG GALVANIZED GALVANIZED GALVANIZED 28 1 COUPLING -HALF. 2' 3000/ F.S. THO SA -105 29 1 30 4 31 4 32 1 33 1 PLUG, 2' F.S., HO, HEX FLAT, 1/4" X 2' X 9-7/16" IG.�STAINLESS STEEL PLATE. r x 8-3/8" x 10-5/16 LC. (IFTING 1UG) 0u10N0 DECK PLATE, 14" X 131-1/2 X 341-1///2" LC PLATE, 1/4" x 54" x 126" LG SA -105 STAINLESS SA -36 34 1 SHEET. 14GA. x 132" x 396" LG. (801100 OF SKID) SA -36 35 1 363 SO. FT. R19 INSULATION 36 11 ANGLE. 1/4" X 4" X 4" X 47-3/4" LC. C.B.E. SA -36 2" -1- DRILL Sc TAPPED 011 7 11 916 441. DETAIL '29' 132" (SKID BASE) 143" (OVERALL) SIDE VIEW M wer0101i00 ce010.11e :1014 (R1 0000;00 u W 0 Appal*)' 001011 ene .0 IM IeN 4,09id N C!J (4o40*1I 1.0n.,.xi..e+'nq4 Capw0uw Mr 010 01 IAN 4M0 n9 00 ,Op00.0cGee '1 11fic.y proWtee 0,40404 p4 .ri0M consent ONE) (4400,00* YOOpfeclunn4 CorpW01.Vn P o MANUFA URING NORTH2250 �X FRET :I NEW MECO 137 413 Cd(J EOUIPMENT MANUFACTURING 0Ocp 100 00.00.00. 6 Q1 69 7 1 11 114 001 1��0//7� 4 1 1 14 1 1 14 04 70 5 2 13/14 03 1 CHEvRON RECEmNG 51(10 SIMI. 10-54/16'H x ►32"4 x 39610 50N we 12/04/13 SK -101(113321396 ICK( piMT OM KV 02/13/14 A 1 OF 1 66" WALL LOUVERS (low) ISOMETRIC VIEW OF FRONT ROLL UP DOOR (MANUAL OPERATOR) 8070 a4" WALL LOUVERS (HIGH) WALL LOUVERS (HIGH) ISOMETRIC VIEW OF BACK 12" ROOF SLOPE 96" ROIL UP DOOR (MANUAL OPERATOR) j 8070 38" 47" --- 132" *ALL LOUVERS (LOW) LEFT—SIDE VIEW BILL OF MATLRI ALS ITEM OTY. PART NO. DESCRIPTION SHEET 2 NA- 396X132X127.75-01 FRONT WALL 2 OF 6 3 NA -396X1321(127.75-02 BACK WALL 3 0F 6 4 NA-396X132X127.75-03 LEFT -SIDE WALL 4 0F 6 5 NA- 396X132X127.75-04 RIGHT -SIDE WALL 5 OF 6 6 NA-396X132X127.75-05 ROOF LAYOUT 6 0F 6 FRONT—ELEVATION VIEW A 8 44 1 IAA 18" 1!14/14 1 05 13 1 2014 RIGHT—SIDE VIEW OMNI. 12 7i" M i.tecmohon ca•le:ne4 .a►w Ua Be.:.q N W a polsiltary 44441 one 4 IM tat Mopenf sl C&J E44•pn44l 1444(4CI4,.4 Co.pccpWe My kg 14 at this Mo.:q or 4114o4o1144 :f siri<ly pO' LLO .4444 144 44te4 with el ALJ EL444441 lwm.lecw.q Ca.paet.e0. 2M2ANUFACTUFRING -I� BIOOOht�WD INEW MrEXCO E37413 CHEVRON- RECEIVING SKID eve.oNG OEUULS 39616 x 132" W x 127-3/4 HEIGHT SON ' 12/03/13 cued SOLE 1x bctc 1 OF 6 COMIC n0: WA -3961131+112:73 MAT WC 01/20/14 z \ -I LJ 1 ( 5q" 56" 56" 56" 56" ton" 56" 59i" ISOMETRIC VIEW OF FRONT ROLL UP DOOR (MANUAL OPERATOR) 8070 a4" WALL LOUVERS (HIGH) WALL LOUVERS (HIGH) ISOMETRIC VIEW OF BACK 12" ROOF SLOPE 96" ROIL UP DOOR (MANUAL OPERATOR) j 8070 38" 47" --- 132" *ALL LOUVERS (LOW) LEFT—SIDE VIEW BILL OF MATLRI ALS ITEM OTY. PART NO. DESCRIPTION SHEET 2 NA- 396X132X127.75-01 FRONT WALL 2 OF 6 3 NA -396X1321(127.75-02 BACK WALL 3 0F 6 4 NA-396X132X127.75-03 LEFT -SIDE WALL 4 0F 6 5 NA- 396X132X127.75-04 RIGHT -SIDE WALL 5 OF 6 6 NA-396X132X127.75-05 ROOF LAYOUT 6 0F 6 FRONT—ELEVATION VIEW A 8 44 1 IAA 18" 1!14/14 1 05 13 1 2014 RIGHT—SIDE VIEW OMNI. 12 7i" M i.tecmohon ca•le:ne4 .a►w Ua Be.:.q N W a polsiltary 44441 one 4 IM tat Mopenf sl C&J E44•pn44l 1444(4CI4,.4 Co.pccpWe My kg 14 at this Mo.:q or 4114o4o1144 :f siri<ly pO' LLO .4444 144 44te4 with el ALJ EL444441 lwm.lecw.q Ca.paet.e0. 2M2ANUFACTUFRING -I� BIOOOht�WD INEW MrEXCO E37413 CHEVRON- RECEIVING SKID eve.oNG OEUULS 39616 x 132" W x 127-3/4 HEIGHT SON ' 12/03/13 cued SOLE 1x bctc 1 OF 6 COMIC n0: WA -3961131+112:73 MAT WC 01/20/14 z 1004" 4917" Sq" O' BILL OF MATERIALS NA-396N.132XI27.73-01 RevD ITEM OTY.. PART NO DESCRIPTION MATERIAL 8 2 2 33669 3 23 33669 SOUARE TUBING. 3/16" X 4" X 4' X 100-7/8- LC PURUN CHANNEL. 14GA. X 2' X 4' X 98-7/8' LG PURUN CHANNEL. 14CA. X 2r X 4' X 52' LC SA -36 SA -36 5A-36 4 2 33669 PURUN CHANNEL, 14CA. X 2' X 4- X 38' LC SA -36 5 4 33669 PURUN CHANNEL, 1460. X 2' X 4' X 18- 1.6 SA -36 6 4 33669 PURUN CHANNEL, 14CA. X 2' X 4' X 5r LG SA -35 7 11 R10 POR -PANEL 26 GA X 113' LG 8 11 PPLKBULK PBA -PANEL. 29 GA. x 100-1/2" LG 9 185 SO FT INSULATION, R-19 10 44495-439 12 2 RPN DOOR HEAD TRIM, 370" LC, (NOT SHOWN EAVE TRIM, 7" x 7" x 396" LC, (NOT SHOWN OUTSIDE CORNER TRIM, 3' X 3" X 114" LC, OUTSIDE) 13 14 21167 DOOR KIT, 3' 0` X 7' 0- STD. 3070 PANIC HARDWARE AND LEVER (NOT SHOWN) 15 49333 FRAME KIT. 4-1/4", WITH HINGES. (NOT SHOWN) 16 2 SAO13 ANGLE, 1/8" X 2' x 2 x 100-7 8' LG SA -36 17 44122-760 UPN DOOR HEAD TRIM, 760" LC. NOT SHOWN) o a NOTES: VIEW IS FROM OUTSIDE. N N FRONT -ELEVATION VIEW o co 10 M NIO 01 01 ry n 371U" MI fnfamolcn caala'nc0 .11,:n IRf drawing :f of o aoa:elaY aet✓1 0a0 0 cN foo woody or Car.) EWaM4M Yywloclwiq Capao(on 0- use of 11H Oro.oq a rtproaction :f f4icly x004104 .Jho I IM .r41en t000n1 al C&J E4upa4a1 VMuf0clor.n9 COrpaat:M. MANUFA URING aa E3LOO.NO�D, NEV/ MEXICO �4 1 3 CHEVRON- RECEIVING SKID rc" 00 t KCt an A Q110 14 1 14 14 1 1 14 01/20 14 FRONT WALL DETAIL BUIDUNG, 127-3/4" H X 132" W X 396" LG SDN t''re 01/10/14 1:x ,C1uf4 B*- 'wllofca sY� s"tt` 2 OF 6 r 00 -39511320127 33-0I 0401 0►1L PCO. 01/17/1401 842„, ROUGH OPENING VENT/HOOD LOUVERS 16 t6O © /- ROUGH OPENING VENT/HOOD LOUVERS 84 38” SINGLE DOOR 3070 --3--)\\,\ 3 6 i in) H 0 6 1 .if�'ur 4610 6 1110 ©18" 18"� 18" �18..`_ 41110 ''T� v tno M M 1 n�p N neo a 1 1 1 1 1 1 1 1 1 1 1 o a NOTES: VIEW IS FROM OUTSIDE. N N FRONT -ELEVATION VIEW o co 10 M NIO 01 01 ry n 371U" MI fnfamolcn caala'nc0 .11,:n IRf drawing :f of o aoa:elaY aet✓1 0a0 0 cN foo woody or Car.) EWaM4M Yywloclwiq Capao(on 0- use of 11H Oro.oq a rtproaction :f f4icly x004104 .Jho I IM .r41en t000n1 al C&J E4upa4a1 VMuf0clor.n9 COrpaat:M. MANUFA URING aa E3LOO.NO�D, NEV/ MEXICO �4 1 3 CHEVRON- RECEIVING SKID rc" 00 t KCt an A Q110 14 1 14 14 1 1 14 01/20 14 FRONT WALL DETAIL BUIDUNG, 127-3/4" H X 132" W X 396" LG SDN t''re 01/10/14 1:x ,C1uf4 B*- 'wllofca sY� s"tt` 2 OF 6 r 00 -39511320127 33-0I 0401 0►1L PCO. 01/17/1401 look 93i36 — 73 49176" — 0^- 18" 18" t1 (v 1 II O a NOTES: VIEW IS FROM OUTSIDE. ROUGH OPENING VENT/HOOD LOUVERS O'cp PARI NO. 33669 33669 R10 PPLKBULK 185 S0 FT 44495-439 SA013 44172-550 BILL OF \IA1ERIALS NA-396X132X12715-02 Rev DESCRIPTION SOUARE TUBJNG, 3/16' X 4- X 4" x 100-7/8- LC PURIM CHANNEL. 14GA. X 2' X 4` X 52" LC PURLIN CHANNEL. 14GA X 2. X 4` X 18` LG PBR-PANEL. 26 GA. X 113° LG P8U-PANEL. 29 GA. x 100-1/2" LG INSULATION. R-19 RAN DOOR HEAP TRIM. 370 LG. (NOT SHOWN) CAVE TRIM, 7" x 7" x 396" LG. (NOT SHOMN OUTSIDE CORNER TRIM, 3' X 3" X 114" LG. OUTSIDE) ANGLE. 1/8' x 2" x 2' x 100-7/8- LG UPN DOOR HEAD TRIM. 550' LG. (NOT SHOWN) ROUGH OPENING VENT/HOOD LOUVERS -- 18" 18 m 1 M 10 co BACK -ELEVATION VIEW ©ot)0 LiCe4 Ytlpey �4 36820 II 04 04 01In M 9 3136 731-36 MATERIAL SA -36 SA -36 SA -36 SA -36 wi .nlo.moton cenlane0 .1 .0 14.1 Wa.:nq .e U e peopr:etory nate and a Ane sp'e poked( of C&J (gt:pmenl Nonufoclwiq Co paolsn. Any use al 11(s droeipn q 00 rloeccle:e st,c Ih poKt.ted .7144,1 Una.r:tlen 1004440 o1 C!J (r}iprn lL Ypnufe Cl�r�n9 Cerpppt:pn. IPME T° MANUFACTURING 2250 NORT11 FIRST S1 -REEF Ul.00Y.FIELD, NEW MEXIC01137413 CHEVRON- RECEIVING SKID a<rtea a pop a pal A 01/10/14 01/14/14 1/17/14 01/20/14 BACK WALL DETAIL. BUIDUNG. 127-3/4' H X 132" W X 396` LC CAaate er SON Ca n evcraauco 7.7� 01/10/14 1:X eatoso eG 4a- NCO 71-02 Ail. 3 OF 6 Mx/ Oat(- 00 01/20/14 AN 1008'i - — 4 848" 73i76" SEE DWG BACK WALL 49" 25176" 132" (OVERALL) 124" t° 0 84A" NOTES: VIEW IS FROM OUTSIDE. 96" LEFT—SIDE—ELEVATION VIEW BILL 01" MATERIALS NA-396X132X127.75-03 Re%A ITEM OTY. PART NO. DESCRIPTION MATERIAL 1 1 RC4.19X2 CHANNEL-PURLIN RECEIVING, 4.19" X 2" X 124" LG SA -36 2 2 RC4.19X2 CHANNEL-PURLIN RECEIVING, 4.19" X 2" X 14" LG SA -36 3 4 33669 PURLIN CHANNEL, 14GA. X 2" X 4" X 100-1/4" LG SA- 36 4 2 33669 PURLIN CHANNEL, 14CA. X 2" X 4" X 96" LG SA -36 5 3 33669 PURLIN CHANNEL, 14GA. X 2" X 4" X 12-3/8" LG SA -36 6 6 33669 PURLIN CHANNEL, 14GA. X 2" X 4" X 10" LG SA -36 7 1 R10 PBR-PANEL, 26 GA. X 119" LG 8 3 R10 PBR-PANEL, 26 GA. X 43" LC 9 4 PPLKBULK PRI- PANEL. 29 GA. X 100-1/2" LG 10 33 SO FT INSULATION, R-19 11 2 44495-270 RPN DOOR HEAD TRIM, 270" LG, (NOT SHOWN) 12 2 EAVE TRIM, 7" X 7" X 70" LG, (NOT SHOWN) 13 44122-392 UPN DOOR HEAD TRIM, 392" LG, (NOT SHOWN) 10o ,' 84g" rt 7317," 0 49i76" 251" 0" SEE DWG FRONT WALL M .tl nwtoo Tonto:n.4 1M III bo 0 W o p o"1 not✓* ort 4 O We propt.tt N CAJ E4.4444I 14,4001.4gCO'pa.m my aso 0 tt4 *.'4a, tprodact.., is ftrktk x1 IM ...also .04rxt.n tm0 0 sCUJ f4.044.t Ib.wrxtaAp Capaaen P ENT° MANUFACTURING C� &O�oMFi w� Ntia 1087413 CHEVRON- RECEIVING SKID LOG► sswo,Ce, A 8 01110114 01/14114 LEFT -WE WALL DETAIL 8UflXINC. 127-3/4" H X 132" W X 396" 16 at' SON c 01/10/14 t� n cm- 75- 01 p'eo Jp `4gat 1:X 1011? 00 ar ° /?-- 94EL 4 O6 6 01/20/14A 7.. 1 1-081 4 132" (OVERALL) 124" 84 %' SEE DWG FRONT WALL 4918" 84 38" SINGLE DOOR 3070 1110 ro RIGHT—SIDE—ELEVATION VIEW NOTES: VIEW IS FROM OUTSIDE. 2i J BILL 01= MA'I LRI ALS NA -396X 132X127.75-04 RevC ITEM QTY. PART NO. DESCRIPTION MATERIAL 1 1 RC4.19X2 CHANNEL-PURLIN RECEMNG, 4.19" X 2" X 124" 1.0 SA -36 2 2 RC4.19X2 CHANNEL-PURLIN RECEIVING, 4.19" X 2" X 43" LG SA -36 3 4 33669 PURLIN CHANNEL, 14GA. X 2" X 4" X 100-1/4" LG SA -36 4 2 33669 PURLIN CHANNEL, 14GA. X 2" X 4" X 39" LG SA -36 5 2 33669 PURLIN CHANNEL. 14GA. X 2" X 4" X 38" LG SA- 36 6 4 R10 PBR-PANEL, 26 GA. X 127" LG 7 4 PPLKBULK PBU-PANEL, 29 GA. X 100-1/2" LG 8 87 SO FT INSULATION, R-19 9 2 44495-212 RPN DOOR HEAD TRIM, 212" LG, (NOT SHOWN) 10 2 EAVE TRIM, 7" X 7" X 70" LG, (NOT SHOWN) 11 1 12 1 21167 DOOR KIT, 3' 0" X 7' 0" STD. 3070 PANIC HARDWARE AND LEVER (NOT SHOWN) 13 1 49333 14 1 44122-340 FRAME KIT, 4-1/4", WITH HINGES, (NOT SHOWN) UPN DOOR HEAD TRIM, 340" LG, (NOT SHOWN) SEE DWG BACK WALL All MIornukon COMo',.d MM Io:f Oroodpa of a proprNloy nWV• OM If IM fd! pro1:44 , of CMJ Caw . v4 wo.docAvang Corpudcn IM.4 MAIM cans..1 CMJ CPrq.nMl�I iOCIu/.y ICWpdeton. stims6 MANUFACTURING 1.50 NORT1t If STm .) OOMFIELD. NEW MEXICO 4 f 3 BL N CHEVRON- RECEMNG SKID tic, A E1717/14 1 10/14 1 1 14 RICHT-SIDE WALL DETAIL BU(OUNG, 127-3/4" H X 132" w x 396" LG awf °'. SDN dor 01/10/14 C AUf .-3yez.3a . p n-oo OHCO ir- 7?ep Wm& 1:X Me DOC: aEa. "-r" Ure4//' 94U 5 Of 6 0T/20/14 8 t. Nr 3682 BILL 01 MATERIALS NA-39GX132X127.75-06 RevC ffEM QTY. PART NO. DESCRIPTION MATERIAL 1 6 PURLIN CHANNEL, 14CA.. X 2" X 6" X 396" LG SA -36 2 8 3 16 4 16 RECTANGULAR TUBING, 1/4" X 3" X 6" X 132" LG SA -36 5 16 6 22 SF028 R 1 0 SQUARE TUBING, 3/16" X 3 X 3 X 68 LG, cMITER ONE END 10') SQUARE TUBING, 3/16" X 3" X 3" X 10-7/16' LG. (MITER ONE END 10') FLAT, 1/4" X 4" X 3-1/2" LG PBR—PANEL, 26 CA. X 70" LG SA -36 SA -36 SA -36 7 1 8 1 375 SQ FT RIDGE CAP, 396" LG, (NOT SHOWN) INSULATION, R-19 NOTES: 1. EXTERIOR SHEETING: PBR-PANEL. 26GA. SUNROOF: 14GA. R -PANEL, 26GA. LIGHT TRANSMITTING. 2. ROOF PITCH: 2-1/8:12 SLOPE. 3. RIDGE CAP: FULL LENGTH OF BUILDING. 4. RAIN GUTTERS WITH DOWN SPOUTS LOCATED OVER EACH WALK IN PERSONAL 5. INTERIOR ROOF INSULATION, R-19 VALUE. 563" 112" 1681" 2243" 2803' 3363' 393" 573' 713" y-f-�4„ 3 1 132" TRUSS TEMPLATE 3' J 1� 67" 396" LONG RUNNERS PLACEMENT 10176,. DETAIL #4 11 affemmt'e. teeW:vd Ira UN drewel .1 a peyfta.T °ala l ab i1 IM We peaptrt/ of CLI (9�%Pm ro[lu+q Caearelia' My att a M. .10a01 a rtaaartt.e .s s[ncly p , .ttd .autw PM .r1tr. «arta e1 Cid Fo p.eat Oawtoctw.y Capaa14a. O MANUFACTURING 7250 NORTFI Fffsa STREFT� 13 BLOOMFfELD, EW MEXICO E!7 CHEVRON— RECEIVING SKID umoe. i to twL MAW t ROOF DETAIL A — Y 10 14 OUIDLING, 127-3/4` H X 132'" W X 396" LG . ST: /, / 1.X " Par oat. go -- 1PPO aP�11T 6 Of 6 01/20/14 6