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HomeMy WebLinkAboutPlansCONDITIONS OF PERMIT BLCO-10-13-3038 WPX Energy/Jolley Family LLP Compressor Bldg, Well Pad KP -23-17 Silt, Colorado 1) ALL WORK MUST COMPLY WITH THE 2009 IBC AND MANUFACTURERS SPECIFICATIONS. 2) ALL WORK SHALL COMPLY WITH STATE AND FEDERAL REGULATIONS. 3) EXCAVATION OBSERVATION REPORT REQUIRED AT FOOTING INSPECTION, 2000 PSF_ 4) ALL HIGH STRENGTH BOLTING AND FIELD WELDING REQUIRES SPECIAL INSPECTOR. PROVIDE APPROVAL REPORT AT FRAME INSPECTION. 5) ELECTRICAL ROUGH IN APPROVAL IS REQUIRED AT FRAME INSPECTION. 6) ELECTRICAL FINAL APPROVAL IS REQUIRED FOR FINAL INSPECTION. 7) LIGHT AND VENTILATION PER 2009 IBC, CHAPTER 12. 8) LOCKS, LATCHES AND LANDINGS PER 2009 IBC, SECTION 1008. 9) GARFIELD COUNTY FINAL INSPECTION REQUIRED FOR COMPLETION APPROVAL. (____ See_�? 5. #7' R/il gidf /eoilipt7 /Ze7- i-iiireidei.4. 74 . APPROVED SUBJECT TO NOTED EXCEPTIONS & INSPECTIONS GARFIELD COUNTY 8UILI O DEP :� T b lidi5By FOLD COPY INSPECTION WITHOUT NOE PLANS ON SITE Page of W L)t /4( L G W ?C CL WW1 B!t-J th 'fiog LI -110114Z lf o%szrci.-nRA tam a\ 2000 ELM Alum Cap N00024'30"E S89 °18'56'E 2636.83' Jolley KP 33-17 T6S. SURFACE HOLE LOCATION cv 2 179 FSL, :2502 FWL Lat.: 39.626468 Fnd. Story S88 °59'23 "E 2633.23' Fnd Storm w/ Hashing PROPOSED PAD ELEV.: 6128.0 EXISTING GROUND ELEV.: 6126.0 0 Long.: -107.578985 ° N N.: 1623354.4 (COSP) E.: 2413614.7 (COSP) Alum. Cap LS #14111 • • • • 2502' ELM Boundary 2000 81.\1 Alm Cao • 2660.01' 2179 SEE CURRENT FOOTAGES SHEET FOR VISIBLE IMPROVEMENTS WITHIN 400' OF THIS LOCATION SURVEYORS STATEMENT N 89°40'31" W (BASIS OF BEARING) air BOTTOM HOLE LOCATION 2402 FSL„ 198'1 FEL Lat.: 39.527121° Long.: -107.576113° N.: 1623573.7 (COSP) E.: 2414431.0 (COSP)zglo, BIM Num Cap N 00°07132" W 2000 $LM Alurt Cap tOCC GRAPHIC SCALE IN FEET 1 w d1. law FEET I, MICHAEL J. LANGHORNE, A REGISTERED LAND SURVEYOR IN THE STATE OF COLORADO DO HEREBY CERTIFY THAT THE SURVEY SHOWN HEREON WAS PREPARED UNDER MY DIRECT SUPERVISION AND HAS BEEN STAKED ON AROUND AS SHOWN ON THE PLAT AND CHECKING THAMIS MAP ISA Tn UE REPRESENTATION THEREOF. 11. : 2 z`:�_w MICHAEL J. LANGHORNE, COLO ,REGISTRATION NO. 36572 FOR AND ON BEFJALF OF • ' 1, BOOKCLIFF SURVER V10E4LINc. 4.4 REFERENCES 1) 2000 DEPENDENT RE -SURVEY Y 6 S, R 91 W., 6 th P.M (GLO NOTES) 2) U.S.O.S. QUAD: NEWCASTLE CO SURVEY DATE: 12/24/09 MA.P DATE: 1/9/1O SCALD 1 ' 1000' PLAT:: J of 9 PROJECT:: W1llrcrrr+c 2659.59' N 89°40'59" W NOTES CNI V N 2000 BLiri Num Cap 40 11., v(r N 00°07'07" W - LEGEND -- FIELD LOCATED SECTION MoIMMEN7SAS DESCRIBED FIELD SURVEYED WELL LOCATION CALCULATED BOTTOM HOLE LOCATION CALCULATED SECTION CORNER LOCATION 14 0 4 1) ELEVATIONS BASED ON N.A. V.D. 1988 FUBLISh:ED COORDINATES. 2) J 47TTUDES AND LONGITUDES ARE BASE ON NAD 83, PUBLISHED COORDINATES 3) STATE PLANE COORDINATES ARE EtASEl7 ON COLOP'.D0 CENTRAL ZONE. U.S. SURVEY FEET. 4) ELEVATION MASK SET TO 15' 5) GPS OPERATOR J. If1RIf'ATRICR OBSERVED A PDOP OF LESS THAN 6.0 6) SURFACE AND BOTTOM HOLE LOCATIONS ARE MF-ASURED 90' FROM SECTION LINES WELL LOCATION PLAT Prepared for: Williams Production, RMT NE1/4 SW1/4, SECTION 17 T. 6 S., R. 91 W. of the 6th P.M . GARFIELD COUNTY. COLORADO W10YNutii. iJ`i H7..?)-17tny y1 Kr710 d:} 4;U 1'Y N00 °24'00"E A► 2000 BLM Arum Cap S89°18'56"E Jolley KP 33-17 T. 6S. 2636.83' • • • SURFACE HOLE LOCATION 61 2179 FSL, X2502 .FWL Lat.: 39Z264680 I\ Fad. Steno S88 °5923 "E 2633.23' Fad Mono wl Ha Lig PROPOSED PAD ELEV.: 6128.0 EXISTING GROUND ELEV.: 6128.0 Long.: -107.578985 ° N N.: 1623354.4 (COSP) E.: 2413614.7 (COSP) Alum. Cip LS 614111 NOO °25 53 "E - - 84i hi ' ---"°---"°250• 2I •, .— BOTTOM HOLE LOCATION 2402 FSL,;1981 FEL Lat.: 39527121° Long.: -107.576113° N.: 1623573.7 (COSP) E.: 2414430.0 (COSP) Q BLM Boundary 2000 ,BLM Alum Cap SEE CURRENT FOOTAGES SHEET FOR VISIBLE IMPROVEMENTS WITHIN 400' OF THIS LOCATION SURVEYORS STATEMENT 2660.01' N89°40'31"W (BASIS OF BEA.RIIVG) Strt 2179' N 2000 BLM Alum Cap N OOT 2000 BLM T¢ Alum Cap 4 Imv GRAPHIC SCALE IN FEET r MICH.*COI FEET I, MICHAEL J. LANGHORNE, A REGISTERED LAND SURVEYOR IN THE STATE OF COLORADO DO HEREBY CERTIFY THAT THE SURVEY SHOWN HEREON WAS PREPARED UNDER MY DIRECT SUPERVISION AND HAS BEEN STAKED ON THE 5RQUND AS SHOWN ON THE PLAT AND CHECKING THAT THJ'S MAP IS`A, TRUE .REPRESENTATION THEREOF. MICHAEL J. LAN`GHORNE, COLORADO REGISTRATION NO. 36572 FOR AND ON BEF..LF OF BOOKCLIFF SURVEY BSER VjCLE5 ,INC. REFERENCES IJ 2000 DEPENDENT RE -SURVEY T. 6 SS, R. 91 W., 6 th P.M (CLO NOTE -SJ 2) U.S 0.S. QUAD: NEW CASTLE, CO SURVEY DATE: 12/24/ 49 MAP DATE: 1119110 2659.59' N 89°40'59" W NOTES 2000 BLM Alum Cap i► fr 0.3 - LEGEND - FIELD LOCATED SECTION MONUMENTS AS DESCRIBED FIELD SURVEYED WELL LOCATION CALCULATED BOTTOM HOLE LOCATION CALCULATED SECTION CORNER LOCATION ` 0 Q I) ELEVATIONS BASED ON T A.V.D. 1988 PUBLISHED GOORDLYATES. 2I M77TUDESAND LONGITUDES ARE BASE ON NAD 83, PUBLISHED COORDINATES 3) STATE PLANE COORDLtiATESARE BASED ON CfJLOP.A00 CENTRAL ZONE, U.S. SURVEY FEET: 4) ELEVA770NMASK SET 71015' 8) GPS OPERATOR J. KORKPATRIC1 OBSERVED A PROP OF LESS THAN 6.0 6) SURFACE AND BOTTOM HOLE LQC4TJONS ARE MEASURED 90` FROM SECTION LINES. WELL LOCATION PLAT Prepared for: moms, Williams Production, RMT SC 1.E. .1" rs 1000' PLAT.' 1 of 9 PROJECT: Wi71k n c NE1/4 SW1/4, SECTION 17 T. 6 S., R. 91 W. of the 6th. P.M. GARFIELD COUNTY. COLORADO r t +a71.1TYat3 tTtn} 341V13111.31.i3r?%11 Section I7 W • 0 (Z Co 0 •b t 4.0 Crt 0. KP 23-17 NAz 314°55'58' 438 ft. *_.. -•._ _moo. KP • 423-17 N Az 244°43'49' 745 ft. N • GRAPHIC SCALE IIS FEET s "cm - sac rrxx / 1 4 ✓ KP 33-17 N Az. 74°5546' 844 ft. 711' F�6 5 tek oa° _\ 401' Buffe 1 s Visible Improvements to Well Head Desc. Bearing Distance (ft) Well Buiding N Az. 150°35' 4004 KP 533-17 Pubic Road N Az. 81°52' 7699 KP 533-17 L1 Above Grnd Mi. N Az. 17r39' 258 KP 533-17 Railroad N Az. 348°29' 9956 KP 533-17 Property Line N Az. 235°04', 1465 KP 533-17 0 To Nearest ,public Road 81°5217899' KP 533-17 NAz 121°1226' 92811 CURRENT LAND USE CI CROP LAND CI IRRIGATED 0 DRY LAND 0 IMPROVED PASTURE 0 HAY MEADOW O CRP lk1 NON -CROP LAND til RANGELAND ❑ TIMBER 0 RECREATIONAL ❑ OTHER (dcsatbek © SUBDIVIDED O INDUSTRIAL 0 COMMERCIAL 0 RESIDENTIAL !J6 l�.ai rtu9i lawn MJlr C-drogln R!e a) Fu./°:01+:5.:"7 Construction Plan Prepared for: SCALE: 1-" Willi. Williams Production, RMT DATE; 3/75/11 PLAT: 6°{9 KP 23-1,7Drill Pad - Plat 6 PROJECT; Williams Kokopelii DFT.• DPM LOCATION M_AMMk.vvrd000i"'77•t7t•r77.17•tw37fkslmpflic RLII Section 17 T. 6S., R91 W Existing Overhead Electric 0 \\o s \ o -5. Proposed 10'x10' Flare Pit 242' 1 mp. kP 423-17c QCs Prop. KP 23-17 Prop. KP 33-17 100' i > Prop. KP 533-17 97` Unused Conductor rrgr 1 , 1l E ist 17420 3481 -.I 48 88' r iilEY! 17.010 Exist 1743D Exist 17440 60' GRAPHIC SCAT. IN FEET 1 INCH = 80 EET Existing Flare Pit Proposed Production Equipment Area Existing Prod. Equipment (To be removed) REVISED: 3/15/11 I. .&i.rIWOta•+.•r RP. Cdnarbel650 tr. I 1rysa.w J.i MI) 11151:73 SCALE: DATE: ATCLIFF PRW Ec r � ' St�rrr S'ervz�es, l Dxwr: 12/19/09 2 of 9 Williams DPM Construction Plan Prepared for: Williams.sWilliams Production, RMT KP 23-17 Drill Pad - Plat 2 CONSTRUCTION LAYOUT GENERAL NOTES: THE STRUCTURE UNDER THIS CONTRACT RAS BEEN DESIGNED FOR THE LOADS AND CONDITIONS SHOWN ON THESE DRAWINGS. CONSULT B&C STEEL CORP. BEFORE ANY ALTERATION TO THE STRUCTURAL SYSTEM 15 DONE OR REMOVAL OF ANY COMPONENT PARTS, OR THE ADDITION OF OTHER CONSTRUCTION MATERIALS OR LOADS. B&C STEEL WILL ASSUME NO RESPONSIBILITY FOR ANY LOADS THAT ARE NOT INDICATED. THIS METAL BUILDING IS DESIGNED IN ACCORDANCE WITH STANDARD PRACTICES WHICH ARE BASED UPON PERTINENT PROCEOURE AND RECOMMENDATIONS OF THE FOLLOWING ORGANIZATIONS & CODES: PIE A/ENC.4N /NSr7RlTE OF STEEL _CONS1 VC77�1N.• `SPECIFICATION FOR THE DESIGN FABRICATION & ERECTION OF STRUCTURAL STEEL FOR BUILDINGS 2 AMERICAN IRON & STEEL/VSOILT.F 'STECIFICATIQN FOR THE DESIGN OF COLD-FORUED5TEEL STRUCTURAL, MEM3ERS" 1 AmER/G4N Isaavc SOc/E7Y. "STRUCF,IRA _wiLQNG CODE:' AWS C1.1 4, METAL SOWING AG4NUFACT7iRERS ASSOC-IT1cW,- "LOW RISE SYSTEM BUILDING MAHUAI," MATERIAL PROPERTIES OF STEEL PLATE AND SHEET USED IN THE FABRICATION OF PRIMARY RIGID FRAMES AND ALL PRIMARY STRUCTURAL FRAMING MEMBERS (OTHER THAN COLD -FORMED SECTIONS) HAVE A MINIMUM YIELD POINT OF 50 KI.S.I. FOR FLANGE & WEB AS RE 'D. BY DESIGN. MATERIAL PROPERTIES OF HOT -ROLLED MEMBERS (WIDE FLANGE BEAMS, ETC.) SHALL BE MINIMUM 50 K.51.. MATERIAL PROPERTIES OF COLD -FORMED UGHT GAGE STEEL MEMBERS CONFORM TO THE REQUIREMENTS OF ASTM A-570, GRADE 55 WITH A MINIMUM YIELD POINT OF 55 K.5.1, STRUCTURAL JOINTS WITH A.S.T.M. A-325 HIGH STRENGTH BOLTS WHERE INDICATED ON THE DRAWINGS SHALL BE ASSEMBLED & THE FASTENERS TIGHTENED IN ACCORDANCE WIT}I "TARN -OF -Nur METHOD AS DESCRIBED IN TriE SPECIF1CATON FOR STRUCTURAL JOINTS USING A.S.T.M. A-325 OR A-490 BOLTS (II -13-B5) UNLESS OTHERWISE NOTED. AU. STEEL MEMBERS EXCEPT BOLTS & FASTENERS SHALL RECEIVE ONE SHOP CDAT DF IRON OXIDE CORROSION INHIBITIVE PRIMER (UNLESS SPECIFIED OTHERWISE IN THE CONTRACT DOCUMENTS). PANEL NOTES: FLAT SURFACES MAY DISPLAY SLIGHT WAVINESS THIS PHENOMENON, KNOWN AS "O/L CANN/NG'; CAN BE CAUSED 9Y STEEL MILL PRODUCTION TOLERANCES, FABRICATION TOLERANCES AND/OR FRAM/NG MISALIGNMENT, AND IS NOT A CAUSE FOR REJECT/ON, /NSTALLAT/ON OF MATER/AL CONSTITUTES ACCEPTANCE. BU/LD/NG LOADS / DESCR/PT/ON: WIDTH: 24 LENGTH: 44 HEIGHT: 20 /20 (BUILDING DIMENSIONS ARE NOMINAL. REFER TO PLANS). BUILDING LOCATION: PARACHUTE, CO THIS STRUCTURE IS DESIGNED UTILIZING THE LOADS INDICATED AND APPLIED AS REQUIRED BY : /BC 12 THE CONTRACTOR IS TO CONFIRM THAT THESE LOADS COMPLY WITH THE REQUIREMENTS OF THE LOCAL BUILDING DEPARTMENT. ROOF DEAD LOAD: COLLATERAL LOAD: ROOF LIVE LOAD: ROOF SNOW LOAD: BASIC WIND SPEED: SEISMIC DESIGN CAT: SEISMIC COEF: IMPORTANCE FACTORS: SNOW: 1.00 3 PSF (ROOF PANELS, PURLINS, ETC.) 2 PSF P5F SF MPH,EXP: C 20 B 0433 SEISMIC: 1.00 WIND: 1,00 OTHER DESIGN CONSIDERATIONS: PURCHASER RESPONS/B/LIT/ES: APPROVAL OF B & C STEEL CORPORATION DRAWINGS INDICATE THAT B & C STEEL CORP. CORRECTLY INTERPRETED AND APPLIED THE REQUIREMENTS OF THE CONTRACT DRAWINGS AND SPECIFICATIONS. WHERE DISCREPANCIES EXIST BETWEEN THE B & C STEEL PIANS AND THE PLANS FOR OTHER TRADES, THE STRUCTURAL STEEL PLANS SFIALL GOVERN. (SECT. 4.2.1 AISC CODE OF STANDARD PRACTICE 9TH ED) DESIGN CONSIDERATIONS OF ANY MATERIALS IN THE STRUCTURE WHICH ARE NOT FURNISHED BY B & C STEEL CORPORATION ARE THE RESPONSIBILITY OF THE CONTRACTORS AND ENGINEERS OTHER THAN B & C STEEL CORPORATION UNLESS SPECFICALLY INDICATED. BY STGN'.NG THE APPROVAL DRAWINGS WFTX EITHER THE "APPROVED' OR "APPROVE° AS NOTED" CHECKED IN THE BOX BELOW, IT IS UNOERSTOQD THAT B&C STEEL CORPORATION WILL PROCEED WITH THE FABRICATION OF THE BULLDkNG AND IT IS FURTHER UNDERSTOOD THAT THE PURCHASER ACCEPTS THE TERMS AND CONDITIONS OF THE CONTRACT DOCUMENTS AND THE PURCHASER RESPONSIBILITIES LISTED ABOVE SIDING & ROOFING PANEL STORAGE GE INSTRUCTIONS• SID/NC & ROOFING PANEL BUNDLES EXPOSED TO AIOISTURE SHOULD BE ELEVATED ON ONE END FOR DRAINAGE BUNDLES EXPOSED ro MOISTURE FOR EXTENDED PERIODS OF RATE SHOULD BE TARPED. COMMON ABBREV/A T/OMS & P/ECE MARKS" 1. EW 2. SW 3. SIM. 4. TYP. 5. BS 6. NS 7, FS 8. SL 9. CL 10. MF 1 1. LT 12. WF 13, RF _ 'ENDWALL) = SiDEWALL) SIMILAR) = 'TYPICAL) '80TH SIDES) 'NEARSIDE) = 'FARSIDE) = STEEL UNE) • /CENTERLINE = 'MAIN FRAM) = LEAN -70) 'WIND1 E = RIGID FRAME)j 14. OTY 15. ONT 16. EL = 17. ELEV = 1B. F.F. = 19. T.O.B. . 20. DIA. = 21. GA. _ 22. EC- = 23. ER- = 24. RF1- - 25. NJA - 26. O.C. = DUANTITY QUANTITY ELEVATION ELEVATION FINISHED LOOR) TOP OF BEAM) DIAMETER) GAGE) ENDWALL COLUMN) ENDWALL RAFTER) RIGID FRAME) NOT APPLICABLE) ON CENTER) 27. G- = 28. P- 29. E- 30. J- = 31. H- = 32. DJ - 33. DFA- = 34. WJ- 35 WH 36 LOC = 37. REO O- 3E1EXIST = 34. CONC.= GIRT) PURLIN) EAVE STRUT) MISC. JAMB) MISC. HEADER) DOOR JAMB DOOR HEAD R) WINDOW JAMB WINDOW HEADER) LOCATION) REQUIRED) EXISTING) CONCRETE) r SU/LD/NG PANEL & COLOR SCHEDULE DESCRIPTION TYPE COLOR GAGE ROOF PANEL SAC 'PSR" Tan 26 WALL PANEL B&C "PSR" Tan 26 SOFFIT PANEL Tan OTHER (SPECIFY) LINER PANEL PARTITION PANEL FACIA FRONT PANEL FACIA BACK PANEL (NOTE.- SOFFIT PANEL COLOR WILL BE WALL PANEL COLOR IF NOT SPECIFIED) BUILDING TR/Al COLOR SCHEDULE DESCRIPTION COLOR GABLE / RAKE Ton EAVE TRIM ran GUTTER TRIM DOWNSPOUTS CORNER TRIM ran FRAMED OPENINGS Tan OTHER (SPECIFY) (NOTE"" DOWNSPOUT COLOR WILL BE WALL PANEL COLOR IF NOT SPECIFIED) ACCESSORIES INCLUDED: OTY: DESCRIPTION: r FIELD LOCATED 3aM AI SF WALKDOOR IC/T 4 12" CONTINUOUS RIDGE VENTS PURCHASER: TPI /NDUSTR/AL PROJECT: YYPX ENERGY - KOKAPELL/ JOB NUMBER: 6639 P.O. BOX 1099 - SCOTTSBLUFF, NEBRASKA 69363-1099 PH: (308) 632-6188 FAX: (308) 632-7172 REV/S/ONS: 10 DESCRIPTION DATE NOTE: APPROVAL 15 NOT COMPLETE UNLESS THE "NEED COLOR" STATEMENTS ARE REPLACED WITH A COLOR. REVIEWED By Richard T Smith at 3:00 pm, Oct 24, 2013 44'-1 1 /2' OUT -TO -OM OF CONCRETE 0 x-Bracin 21'-8' r 5 1/2" o CE 24"-3" OUT-TO-OUT OF CONCRETE A TI 11 • l • • A B 10 iv 631Z --0 J OO LICE+n1 �1 �;€ %:%�el�ittd �)1d it. ,T9 SA di • 369 1 (••• r,r f�` rr ••• V 40 - 4 REV!EWED By Richard T Smith at 3:00 pm, Oct 24, 2013 4 8 C • • a r •, r• vti -bracing 2:'-8" ANCHOR BOLT PIAN NOTE: Mt Bose Plates 0 100`-0' (U.N.) 1/2" Dia= 3/4" 8" Dio= 3/4" uJ Dia= 1/2" a. N 11" STEEL (GIRT) LINE 2' 2" sw sw DETAIL C 2"1 2" 4" 1 1/2' DETAIL D 4" 1 1/2" PERIMETER SHEETING NOTCH DETAIL OMIT AT OVERHEAD DOORS, WALKDOORS AND AT OTHER LOCATIONS AS SHOWN ON THE ANCHOR BOLT SETTING PLAN, 12L[ STEEL 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 h ' W a 631Z < < BY: BT DATE: 9/ 6/13 1 JOB 6639 DWG /f: Al NOTES FOR REACTIONS 1. All loading conditions are examined and only maximum/minimum 11 or V and the corresponding H or V are reported. 2. Positive reactions are as shown in the sketch. Foundation loads are in opposite directions. 3. Brocing reactions are in the plane of the brace with the H pointing away from the braced bay. The vertical reaction is downword. 4. Building reactions are based on the following building doto: Width (ft) = 24.0 Length (ft) = 44.0 Erne Height (ft) = 20.0/ 20.0 Roof Slope rise/12 ) = 2.0/2.0 Dead Load (psf ) = 0 Collateral Load (psf ) - 2.0 Live Load (psf ) = 20,0 Snow Load (psf ) = 50.0 Wind Speed (mph ) = 115.0 Wind Code = IBC 12 Exposure = C Closed/Open = C Importance Wind = 1.00 Importance Seismic = 1.00 Seismic Zane = B Seismic Coeff (Fa'Ss) = 0.43 5. Loading conditions are: 1 Dead+Collateral+0,75Snow+0.45Wind_Left1 2 Deaad+Collateral+0.75Snow+0.45Wind_Left1+0.75SIide_$now 3 Dead+Collateral+0.75Snow+0,45Wind_Rightl+0.75SIide-Snow 4 0.6Dead+0.6Wind_Left1 5 0.6Dead+0,5Wind_R'rghl1 6 0.6Dead+O.6Wind_Left2 7 0.6Dead+0.6Wind_Right2 8 0.6Dead+0.6Wind_Longl 9 0 6Deod+0.6Wind_Long2 10 Dead+Collateral+F1UNB_5LL 11 Dead+Collateral+F1UNB_SLJ? 12 Dead+Collateral+F2UNB_SLL 13 Dead+Collateral+F2UNB_SLR rffAMt UN: 1 C J Q COLUMN UNE RIGID FRAME: MAXIMUM REACTIONS Column Reactions (k ) Frm Col Load Hmax V Load Hmin V Line Line ID H Vmax ID 11 Vmin 1' A 1' B 3 1.5 5.9 6 -1.7 -1.5 10 0.6 8.9 8 0.9 -2.5 7 1.7 -1.5 1 -L5 5.9 11 -0 6 8.9 9 -0.9 -2.5 1' Frame lines: 1 3 RIGID FRAME: MAXIMUM REACTIONS Column Reactions (k ) Frm Col Load Hmax V Load Hmin Line Line ID H Vmox ID H 2 A 2 8 V Vrnin 3 3.9 13.9 6 -4.1 -3.9 12 1.8 20,9 4 -3.0 -5.7 7 4.1 -3.9 2 -3.9 13,9 13 -1.8 20.9 5 3.0 -5.7 BUILDING BRACING REACTIONS ± Reactions (k -Wall - Col -Wind - -Seismic - Loc Line Line Harz Vert Horz Vert FEW SW R_EW B_SW 1 Rigid Frame At Enthral! B 1,2 2.8 2.4 0.9 0.7 3 Rigid Frame At Endwall A 2.1 2.8 2.4 0.9 0.7 Panel_Shear (Ib/ft) Wind Seis ANCHOR BOLT SUMMARY Oty Locate 0 4 Jamb 0 24 Frame Dia (in) Proj Type (in) 2" A307 2,50 3/4' A307 3.00 REVIEWED By Richard T Smith at 3:00 pm, Oct 24, 2013 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 NOTES 1. Anchor Bolts and other embeded r"leets are not by 5&C STEEL 2 Foundation and other Concrete Design is not by SW STEEL. .1 Consult o local engineer Tor Concrete dr Foundation Design_ <C BY: BT DATE: 9/ 5/1J CK: DATE: JOB #: 6639 DWG #: A2 .31 L14L 1 LRIL LL UJLI 111LILL MLrk Qty Top Bot Int Type Dia Length Width Thick Length SP -1 SP -2 4 4 4 4 0 0 A325 A325 5/5" 5/8 13/4" 2" 5" 5" 3/8 1'-7 1/2"1'-7 7/8" 7/e FLANGE BRACES' FBxx (1 or 2) xx=length(in) (1) One Sde; (2) Two Sides A — 2x2x3/16 Q2- 12 O T919 0 2' -y - LA -100 ALL HIGH STRENGTH BOLTING ANL. FIELD WELDING REQUIRES SPECIAL INSPECTOR. PROVIDE APPROVAL RI :PORT AT FRAMING INSPECTION • EIECTRICALPERMITTING B INSPEI. :_ , , 4 BY THE COLORADO STATE ELECTRIC.AI + ELECTRICAL ROUGH IN APPROVAL iS REQUIRED AT FRAMING INSPECTION + ELECTRICAL FINAL APPROVAL IS REQUIRED AT CD/FINAL INSPECTION 0 1 1-1 �-p A 22'-8" Clearance + 24'-Q" OUT -TO -OUT OF STEEL, FRAME CROSS SECTION - LINE: 1 2" 12 12 IYr.G MOL! IHOL Mark Weight Web 0 th Start%Enp d Web Plate Thick RFI -1 RFI -2 304 222 7.5/ 7.5 7.5/ 7.5 12.0/12.0 12.0/12.0 0.188 0.188 0.188 0.188 Length 9'-5 7/16" 9'-i 1" 1'-7 7/8- 9'—i i" Outside Flange W x Thk x Length 5 x 1/4" x 19'-3 1/8" 5 x 1/4" x 7 13/15" 5 x 1/4" x 11'-4 13/15" Inside Flange W x Thk x Length 5 x 1/4" x 18'-0 1/2" 5 x 1/4" x 11'-4 13/16" Q2" G 0 c, I N n. 70) 3 2'-g" SA -12 22'-8- 5'-0" 101-0" Clearance + 24'-0" OUT-10—OUT OF STEEL REVIEWED By Richard T Smith at 3:00 pm, Oct 24, 2013 FRAME CROSS SECTION - LINE: 3 LOOSE CLIPS / ANGLES #t10 INE 1 & 3 ID MARK/PART 2 GCA=2 ZA-7 2� 12 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 Lo•t Li .-6.4a=2 17-9 (.6-..s:01- �` C W M 11111111 RF1-2 N RFI -2 r cri tro I G-3 ,— 123 F.1 I I ---BA-200 � 1 G-2 1 1-1/123 /11 i FT .4- �( OE a7 r4 ¢ 6 I OH -1 �° ' 6-4 z -- r7 F G-1 -o 7 o 2 a, 7 C G-4 r - Pi SA -12 m _ . 22'-8- 5'-0" 101-0" Clearance + 24'-0" OUT-10—OUT OF STEEL REVIEWED By Richard T Smith at 3:00 pm, Oct 24, 2013 FRAME CROSS SECTION - LINE: 3 LOOSE CLIPS / ANGLES #t10 INE 1 & 3 ID MARK/PART 2 GCA=2 ZA-7 2� 12 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 Lo•t Li .-6.4a=2 17-9 (.6-..s:01- �` C W a� 3 1 b � olt 4, t% ' v L4 ` N 0 1141J lk Q_ 0 ' CC PURcsER TPI INDUSTRIAL 1PROJECT:GYPX ENERGY - KOKAPELLI l 0 1141J lk Q_ 0 BY: BT CK: DATE: 9/ 6//3 DATE: JOB # 6639 DWG #: El 44'-0' OUT TO-OUF OF STEEL O 21'-8 a E- 1 1 \ 1 \ 1 6-5 \\ II // \'\ G-5 ' / J / 6-5 G-5 \ / \ / X i//c-5\\y 012 1 0/ 1 G-5 N%, 0-'-i I I oa/ 8A-200 I RF1-10 T7 5A-12 G-5 G-5 \ I I ,- --� L I RF2-1 F 30E1 J Field FRONT SIDEWALL FRAMING ELEVATION © FRAME LINE B 44'-0' OUT -TO -OUT OF STEEL I RF1-1A 21'-8" a I G-5 I 1 L N \ \ \\ I I \ G-5 G-5 I I 1 11 // / /' /� G-5 1 1 G-5 I I 1 I \ 1 1/ \x/ G-9. / 1 1 1 G-5 ' I 1 1 o- CD- y/ CQ / I 7 1 G-5 \\ 1 ce , 1 \ 28A-200 5A-12 �/ / / e \ T \� I RFI -18 I RF2-1 BACK SIDEWALL FRAMING ELEVATION © FRAME LINE A I RF1-IC 4" FRAME LUNEJ9 & A 010 MARK/PART 3 CH -24 REVIEWED By Richard T Smith at 3:00 pm, Oct 24, 2013 ezE 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 NNE ja i Cli I;I z am et i, ti a g 18 ti ti CC BY: Br CK: DATE: 9/ 6/131 DATE: JOB 6639 DWG #: E3 44'-17 Off -TO -OUT Uf STEEL. 21'-8" 21'-8" PURLIN LAP `� RFI -2 1 ������ P-1(Tval 1 /' 1 P-1(Tvtxi < c2 RF2-2 RF1-2 011'I 01 . `1 � 1 P-1(TYP) I ' 1 .i P-1('YP) RF1-2 ,, ,! r` _ rte RF2-2 RF1-2 1 s <-. 1 ' I I �. X -t 7/4i Y-1 3/4' ROOF FRAMING PLAN -1 6A-200 (4) 12" X 40'-O" RIDGE VENTS (1) 1D'-3' RC -1 (RIDGE TRIM) ROOF SHEETING PANELS: 26 Go. B&C—R COLOR: TAN REVIEWED By Richard T Smith at 3:00 pm, Oct 24, 2013 ��aaC] ' 22 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 1 N gg iLF'`• ig 4 O RCII < < BY: 1_ BT CK: DATE: 9/ 6/13' DATE: JOB # 6639 DWG #: E4 THIS DETAIL SHOWS ENDWALL do SIDEWALL PANEL HIGH -RIBS CENTERED ON STEEL {GIRT) LINE REFER TO THE SHEETING PLANS FOR PANEL OFFSET {IF REO'0). (TR -26 14X 7/8" SOS 12' 0.c.) SIDSWALL SHEET STD. OUTSIDE CORNER DETAIL 14X 7/8" SOS 12" O.CC.) TRJM; CF -1 PANEL MAY NEED TO BE TRAMMED OFT FOR CF -1 TO FIT AGAINST ZA-10 ZEE ANGLE (ZA-10) MAY FLIPPED IN OPP. DIRECTION TO CONCEAL TRIM SCREWS. TR -27 GIRT 5 -TEN SCREWS I2' 0.C.) CORNER COLUUN 12 xO.01 .)t/4" SOS 34' CORNER DETAIL © OPEN ENDWALL WALL SHEET #12 X 1 1/4" or POP-RNET TRIM: WJF-1 I OPENING FIELD TRIM SHEET 0 OPENING AS REQUIRED I TR -31) JAMB TRIM DETA L (TR --33' HEADER TRIM DETAIL WALL SHEET 112 X 1 1/4" SDS 3 -PER FT) INSIDE CLOSURE TRIM; H5-1 WALL SHEET In X 1 1/4' SO or POP -RIVET TR -35 CEE WRAP TRIM 12 x 1 I/4' SOS 12' 0.c.) TRIM CW -1 TRIM. W./F-1 WALL SHEET 12 X 1 14 SOS (3 -PER FL) INSIDE CLOSURE TRIM: 115-1 TRIM: CW -1 (REVIEWED By Richard T Smith at 3.00 pm, Oct 24, 2013 2535 N. 10th ST. GERING, NE 69341 (308) 632-6186 NNI sa a E g aam W g W iZ 08 1cl b W < < BY: BT DATE: 3/ 6/13' C)(: DATE: JOB 6639 DWG #: D3