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HomeMy WebLinkAboutPlans.11U,bbILI r". 141/4 CDR. SEC, 2, T. 7 S., R. 96 W. HAY BARN ROAD GGM #21-2 EXISTING IRRIGATED FIELD ROAN CLIFF / / COMPRESSOR ,, STA11ON An easement for the purpose of constructing and maintaining a Temporary Skid Mounted Facility with all pertinent accessories situated in Lot 3 (NEI/4 NW/4) and in the 6E1/4 NW1/4 of Section 2, Township 7 South, RQnge 96 West of the fith Principal Meridian, Garfield County, Colorado, being more particularly described os follows: Beginning at point whence the N1/4 Corner of said Section 2 bears N 17'3340" E a distance of 1051.56 feet; thence 5 61'35'27" W a distance of 526.04 feet; thence S 56.15'33" E a distance of 310.76 feet; thence N 644400" E a distance of 308.56 feet; N 14.24.02 W a distance of 300.62 feet to the Point of Beginning, contoining 2.70 acres rnore or less. CONSTRUCTION SURYE'T', (NC. IBARRSTT fRMSOURZCE$ 0012 SUNRISE ISLYV. AMERICAN SOCA 611.7, CO 81652 TEralImORARY 1:4CILITY W10-816-$163 SCALE: 1s a. 200 DATE: 05/23/01 slY O T F--- S THE STRUCTURE UNDER THIS CONTRACT HAS BEEN DESIGNED FOR THE LOADS AND CONDITIONS SHOWN ON THESE DRAWINGS. CONSULT B&C STEEL CORP. BEFORE ANY ALTERATION TO THE STRUCTURAL SYSTEM IS 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 PROCEEDURE AND RECOMMENDATIONS OF THE FOLLOWING ORGANIZATIONS & CODES: 1. THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION: "SPECIFICATION FOR THE DESIGN, FABRICATION & ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 2. AMERICAN IRON & STEEL INSTITUTE: "SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS'. 3. AMERICAN WELDING SOCIETY: "STRUCTURAL WELDING CODE:" AWS D1.1 4. METAL BUILDING MANUFACTURER'S ASSOCIATION: "LOW RISE SYSTEM BUILDING MANUAL." MATERIAL PROPERTIES OF STEEL PLATE AND SHEET USED IN THE FABRICATION OF PRIMARY RIGID FRAMES AND ALL PRIMARY STRUCTURAL FRAMING MEMBERS (OTHER THAN COLO -FORMED SECTIONS) HAVE A MINIMUM YIELD POINT OF 50 K.S.I. FOR FLANGE & WEB AS REQ'D. BY DESIGN. MATERIAL PROPERTIES OF HOT -ROLLED MEMBERS (WIDE FLANGE BEAMS, ETC.) SHALL BE MINIMUM 36 K.S.I. MATERIAL PROPERTIES OF COLD -FORMED LIGHT GAGE STEEL MEMBERS CONFORM TO THE REQUIREMENTS OF ASTM A-570, GRADE 55 WITH A MINIMUM YIELD POINT OF 55 K.S.I. STRUCTURAL JOINTS WITH A.S.T.M. A-325 HIGH STRENGTH BOLTS WHERE INDICATED ON THE DRAWINGS SHALL DE ASSEMBLED & THE FASTENERS TIGHTENED IN ACCORDANCE WITH 'TURN -OF -NUT' METHOD AS DESCRIBED IN THE SPECIFICATION FOR STRUCTURAL JOINTS USING A.S.T.M. A-325 OR A-490 BOLTS (11-13-85) UNLESS OTHERWISE NOTED. ALL STEEL MEMBERS EXCEPT BOLTS & FASTENERS SHALL RECIEVE ONE SHOP COAT OE IRON OXIDE CORROSION INHIBITIVE PRIMER (UNLESS SPECIFIED OTHERWISE IN THE CONTRACT DOCUMENTS). RPSPO\S B LETT-S 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 PLANS AND THE PLANS FOR OTHER TRADES, THE STRUCTURAL STEEL PLANS SHALL 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 CORP. ARE THE RESPONSIBILITY OF THE CONTRACTORS AND ENGINEERS OTHER THAN e & C STEEL CORP. UNLESS SPECIFICALLY INDICATED. BUILDING LOADS / DESCRIPTION: ROOF PANELS: WIDTH: 31 LENGTH: 184.25 HEIGHT: 24.25 /26.83 (BUILDING DIMENSIONS ARE NOMINAL. REFER TO PLANS). BUILDING LOCATION: PARACHUTE, CO THIS STRUCTURE IS DESIGNED UTILIZING THE LOADS INDICATED AND APPLIED AS REQUIRED BY : UBC 97 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: 0 PSF ROOF SNOW LOAD: 45 PSF BASIC WIND SPEED: 2 PSF (ROOF PANELS & PURLINS) 0 PSF 80 MPH ,EXP: C SEISMIC ZONE: 1 CRANE INFO (IF APPLICABLE) CRANE TYPE: TRE CRANE CAPACITY: 5 TONS IMPORTANCE FACTORS: WIND LOAD: SNOW LOAD: SEISMIC LOAD: OTHER: 1 .00 1.00 1.00 COLOR: Tan WALL PANELS: COLOR: Tan TRIM COLORS: GABLE: CORNER: EAVE: Tan Tan Tan FRAMED OPENINGS: Tan GUTTER (IF APPLICABLE): DOWNSPOUTS (IF APPLICABLE): LINER COLOR (IF APPLICABLE): COLOR: PARTITION COLOR (IF APPLICABLE): COLOR: SOFFIT COLOR (IF APPLICABLE): COLOR: ACCESSORIES OF ORDERED): CITY. • OESCAr/T/O!i!• 9 FIELD LOCATED 3o7oG SF WALKDOOR KIT 9 DOOR CLOSER 9 PANIC DEVICE (REFER TO DRAWINGS FOR FACTORY LOCATED :-_,PE+PINGS). P.O. BOX 1099 — SCOTTSBLUFF, NEBRASKA 69363-1099 PH: (308) 632-6188 FAX: (308) 632-7172 4ROV OrikRilirl.,0 COUNTY i006€ Fitts) y 'CT r' ?3 i„crVX MAfirst efri Wit RE CE IVED NOV 21102 GARFIELD COUNT`( WILDING & PLANNING PURCHASER: PROJECT: WILLIAMS PRODUCTION JOB NUIwMBER: 2024 AL6.1.11..� 0 c C 184'-6" OUT-TO-OIJT OF CONCRETE 5 1/2'_ INI H O 26'-0" `" 10'-0" 9 26' 0" '" 14'-0" 9 26'-0" 9 14'-0" 0 26'-0" 9 16'-4" 9 25'-3" 5 1/2" ,n ,r, $ $ 0 Field Q Field T X -Bracing v�} Field Field X-Brocing Field ' o F r V Co- x i T :e 12 SP T ®2 -1 [ .: �� ®R El® C c c c c c C Pte` E N TOP OF WALL = 102'-O" (TYP) oi A a oFIN. A lo Ita V O ct x ALL JAMBS & COLUMNS TO SIT ON TOP OF WALL C c c "' c c FLOOR EL = 100'-0" c c c B L B ®® s' J .00 Da..� o ® 1 7. o . !..0D Do L iii El aD Do..I T :LD D �.oD D9..� el a oD D �m I� k 5 1/2" 1.-5 1/2" 24'-O" 1'-i 10'-0" 1-0" 24"-0" 1'--Q' X -Bracing i$ L'-4" _ 24'-0" 1'-Q" L' -I!" 12'-0" 1;-Q 1' ice" 24"-0" 1 -0" X -Bracing i'-1" 14'-9" 9'-11 1 2" 1/2" 26'-0" , 25'-O" 14'-0" 26'-0" 14'-0" 26'--0" 16'-4" 25.-3"a5 (`1 ANCHOR BOLT SETTING PLAN NOTE: All Base Plates 0 10-6" (U.N.) 10 High Lave pQ REG/St X11 qtr," 1757 + r ill i�FFSs1tt .77 2535 N. 10th SI. GERING, NE 69341 (308) 632-6188 TO SHEET A2 (& AJ /F REP'r?J FOR REACTIONS & DETAILS ONS AT OPENINGS ARE TO FACE OF JAMBS SEE DETAILS. ° BOLTS TO BE SET ro f 1/$" IN LOCAI70N & ELEVATION. H O o N en S.Z 6, REVISED STENK.ALL HT & BLOC Off HT 0 0 0 Q 41401 WILLIAMS PRODUCTION Y: BWT DATE: 8/25/02 CK: DATE: JOB #: 2024 DWG //: Al COLUMN UNE H V FRAME LINE _ RIGID FRAME: MAXIMUM REACTIONS Frm Col Line Line Column Reactions (k) Load Hmax V Load Hmin V Id H Vmax ld H Vmin 2 * A 6 8.9 13.8 7 3,0 27.9 2 * C 5 9.8 -11.6 8 -2.9 28.3 2* Frame lines: 2 3 4 5 6 2 -9.4 -9.8 4 -7.3 12.1 3 9.8 -11.6 7 8 9 Dm= 1/2" 0 0 8" 1 1/2" O L o� J 4" DETAIL E ENDWALL COLUMN REACTIONS(k ) MAXIMUM VERTICAL DL+CO+LL MAXIMUM VERTICAL DL+WL MAXIMUM HORIZONTAL DL+WL = 17.1 -9.1 = 3.4 BRACING REACTIONS, PANEL SHEAR ---Wall-- Col ± Reactions (k ) Loc Line Line Horz Vert L_EW 1 B C F_SW C 4 ,5 8 ,9 R_EW 10 C B B_SW A 8 ,9 4 ,5 3.5 5.9 4.3 7.5 2.7 5.2 2.7 4.5 5.0 8.6 4.0 6.9 2.6 3.9 2.6 4.6 NOTES FOR REACTIONS 1. Building reactions ore based on the following building data: Width (0) Length (ft) Eave Height (ft) Roof Slope (rise/12 Dead Load (psf ) Collateral Load (psf Live Load (psf ) Snow Load (psf ) Wind Speed (mph ) Wind Code Exposure Closed/Open Importance - Wind Importance - Seismic Seismic Zone 2. Loading conditions are: 1 DL+CO+LL 2 DL+WL1 3 DL+WR1 4 DL+LL/2+WL1 5 DL+WR2 6 DL+LL/2+WR2 7 DL+C0+0.75LL+F1CRANEA2 8 DL+C0+0.75LL+FICRANEA3 9 OL+WP 10 OL+WR1+WS 11 OL+LL/2+WR2+WS 12 DL+LL/2+WL2+WS = 31.0 = 184.3 = 24.3/26.8 = 1.0 = 2.0 • 0.0 • 0.0 = 45.0 80.0 = UBC 97 =c = = 1.00 = 1.00 = 1 ANCHOR BOLT SUMMARY Qnt Loc Dia Proj Len th Hook (in) (in) (int (in) o 28 O 12 O 64 D,1 EW RF 1/2" 3/4" 3/4" 2.50 3.00 3.00 10.00 16.00 16.00 2.00 3.00 3.00 ATTACH DOOR FRAME TO CH -100 WITH #12 x 1 1/4" SDS or POP RIVETS. FASTEN Cr2'-PIECE OF CH -100 TO STEMWALL WITH POWER FASTENERS. 3'-6" BLOCKOUT (FOR 3070 WALKDOOR KIT) BLOCKOUT IN STEMWALL FOR WALKDOOR = 0 4" 1 1/2" 4" DETAIL A Dia= 3/4" 1 1/2" DETAIL 8 Dia= 3/4" 8" -T- SW 2" 2"1 See Plan DETAIL C Dia= 1/2" 3 1/2' I 0 L SW See. Plan 2" DETAIL D 12 STEEL LINE A A A A A 4 PERIMETER SHEETING NOTCH DETAIL OMIT AS SHOWN ON THE ANCHOR BOLT SETTING PLAN e3g VEEL 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 NOTES: 1. Anchor Bolts and other embeded items are not by B&C STEEL. 2. Foundation and other Concrete Design is not by B&C STEEL. J. Consult a local engineer for Concrete & Foundation Design. PROJECT !FILL/AMS PRODUCT/ON 0 I N REVISED STEMWALL HT.. & BLDG EASE HT. W PROJECT !FILL/AMS PRODUCT/ON LOCAT/ON PARACHUTE; CO BY: Bwr DATE: 8/26/02 CK: DATE: JOB # 2024 DWG #: A2 SPLICE BOLTS Splice Mork Tap Of Plate Qnt Typ Dia Len Bottom Of Plate Qnt Typ Dia Len Sp- 1 5p- 2 4 A325 3/4° 2" 4 A325 3/4" 2" 4 A325 3/4" 2" 4 A325 3/4" 2" '`/FLANGE BRACES: Both Sides(U.N.) F8xxA(1): xx=length(in) A - 2x2x3/16 /( 1.0oo 12 " 0 26'-4" Crane Span FB45A 28' -d" Clearance +/- 31'-0" OUT -TO -OUT OF STEEL FRAME CROSS SECTION FOR FRAME LINE 2 3 4 5 6 7 8 2 IF: • in PIECE WEB DEPTH WEB PLATE RF1-1 RF1-2 RF1-3 STARTJEND 15.0/15.0 15.0/15,0 15.0/15.0 24.0/24.0 24.0/24.0 24.0/24.0 15.0/15.0 15.0/15.0 15.0/15.0 THICK 0.188 0.188 0.188 0.188 0.188 0.188 0,188 0.188 0.188 LENGTH 63.3 19.0 19.0 19.0 19.0 04.2 19.0 19.0 92.9 OUTSIDE FLANGE W x Tx LEN 8 x 1/2" x 300.0 8 x 1/2" x 15.5 6 x 1/4" x 340.2 8 x 1/2" x 15.5 8 x 1/2° x 330.9 INSIDE FLANGE WxTx LEN 8 x 1/2" x 273.6 6 x 1/4° x 340.2 8 x 1/2" x 301.9 V -MAIN FRAME COLUMN 1'-o" 1/4" BRACKET (BKT-1) C8x11.5 CAP 3/4" x 1 3/4" A325 BOLTS EACH END OF BKT-1 N 3/4" x 2 1/2° A325 BOLTS W14x26 BRACKET CRANE BRACKET & RUNWAY DETAIL c 'p REC. y No. 17571• S • IIt •• 1ti ',1�1rC : OTE 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 NOTES: 1. Structural joints with ASTM. A325 Bolts shad be assembled and tightened according to the Turn of the Nut Method" as described in the Specification for Structural Joints using 4325 or A490 Bois. 2. Flange Brace hales in girls of sidewall (if req d) mus( be field located as reg'd. See detail sheets /or more information. PROJECT WILLIAMS PRODUCT/ON 6 O, N I 0 c RE1 SSD STEMWALZ h7. & BLDG DKr NT < <1 w PROJECT WILLIAMS PRODUCT/ON LOcaRO,u PARACHUTE, CO c BY: 8T OK: DATE: 8/202 DATE: JOB #: 2024 DWG #: El 4" 184'-3" OUT -TO -OUT OF STEEL 26'-0" Q 10'-0" 26'-0" 14' -0" 26'-0" 14-D" a 26'_17'° Q 16'-4" 0 25'-3" E-1 I G-6 I I 1 0-16 1 FFG -1 EC -3 EC DM -2 24'-0" E- 2 G-9 G-9 G-9 G-9 G-9 G-9 I RF1-3 E-3 G-6 I I 1 G-16 1 E-4 I] RF1-3 o� I 24'-0" [I RF1-3 E-3 G-6 I] RF1-3 FG -1 FG -1 FC --1 FG- 1 1 G-16 E-4 DM -1 FG -1 FG -1 G-110 G 710 G1 7 E-3 G--6 I r 1 0-16 1 FG 1oFG-1 24'-0" RF1-3 II d mo RF1-3 12'-0" 11-- E-5 0)11 1 G -ill �I l1/ /f\ FG -1/ G111 \0\ E-6 1 G-13 1 G-15 FG -1 FG -1 FG -1 FG -1 / 0-111 \ i FG -1 'TT 24'-0" FT RF1-3 SIDEWALL FRAMING: LINE C ZJ RF1-3 DM -3 an 2 G-18 G-1 G-18 G-18 I EC -4 14'-9" 9'-10" r0471 -%.1P2;2. tif ‘111ANo. 17571 �� 1�'�'b'l ? i 10Y -J UUI-IU-UUI Ur 31 CCL 25'-3" 16'-4" 26'-0" 14'-0" 26'-0" 14'-0" 26'-0" 0 10'-0" 0 0ri 26'-0" 4" E-6 E-5 E-3 E-4 E-3 E-4 E-3 E-2 E -I - 1,- l I G -a 0110 1,-a (111) _- G- G-9 G-8 1 -• 0-13 \\ G-(11 -// G-6 G 10 I G-6 I \ G110 / 1 0-6 0-9 I G-6 0 G 13 \� 1 1/ G 6 0110 G-6 \ P \G110/ G-6 G-9 G-6 o y G 13 G�YV 1 0-6 G -110G 6 \ / G0 I G-6 0-9 0-6 i » i G-13 h / 1 \ �;/ G111 \Cs 0-8 0110 G-6 co/ 1 \ G 10 �'a? G-6 G-9 DC -18 G-6 GCA -2A `1 `� DH -4 �/ • \� 1 nM -5 BA 200-i°DH-5 r �/ �'/ 1 \4' t DH -6 ' DM -5 \ o 0-12 / G�ii \ °i°�-0-7 G 10 G-7 t G 10 I 0-7 IG -91 G-7 L o �lL I a 2 2_ 2' "6" L 7 C -5 RF1-1 15'-3" E 1 y ] RF1-1 11'-5 [ 1 RF1-1 RF1-1 1 3 C 1 RF1-1 RFI 11'-5" I7 -1 C RF 11'- 1" _ I 1 -1 RF1-1 _ 11' S" _ C EC I -1 �s r le lets SIDEWALK. FRAMING: LINE A ce re FIELD LOCATE (9) 3o7o SELF -FRAMING WALKD00RS bM' 2535 N. loth ST. GERING, NE 69341 (308) 632-6188 BY: BWT DATE: 8/X/72 OK: DATE: JOB #. 2024 DWG #: E2 I ry DETAILS REFER TO DL74I1 DRAWIN6 ETA/L5 REFER TO DETAIL DRAWING NT G'RTS FOR CABLE BRAC/NG AS 6 IL: m oe < < , BY: BWT DATE: 8/X/72 OK: DATE: JOB #. 2024 DWG #: E2 I' L: LOCATION Corner_Column Column QUAN TYPE DIA LEN 4 A325 5/8" 1 3/4" 4 A325 5/8" 1 3/4" 12 G-4 " ('IIIT_T!1-M' H EC -1 T EC -2 ENDWALL FRAMING: FRAME LINE 1 EC -3 G-4- EC '_n" fiIIT T!1 - 15'-6" - B 15'-6" CI 15'-6" RA -12 -- __ — 0-1 - 15°-6" - a G-1 FIELD LOCATE (8) 3' x 3' LOUVERS BETWEEN GIRTS I ER -1 \ RA -12 � _ — 0-1 / W w < ' 0-5 \ \ N. \ir \ / / / I / / G-5 �1 WH -1 N N /� / /..„ / \ / / 0-1 2`l./ / 0-1 G-1 ,4/ / / / \C":9 \ \ 0-1 --~ `-' �\ N. \c , \ n N. N. N. S \ G-1 G-2 1 DH -1 G-1 G-2 N. N. N. N �� \ 1 7 7 7 7 6-1 j 7 7 7 �� 17X IN I.ee , 0-1 H _4 —a BM I yr.- CDo NI v L - H FC 6Al2 BA -200 G� C.,9,� e H EC -1 T EC -2 ENDWALL FRAMING: FRAME LINE 1 EC -3 G-4- EC '_n" fiIIT T!1 - 15'-6" - B 15'-6" CI \ \ RA -12 -- __ — 0-1 I ER- I 0-1 C,, a \ \ \ / / / W w < r, /\ /� \ G-1 \ G-1 ,4/ / / / \C":9 \ \ 0-1 G-3 r n N. N. N. S \ 7 G-1 7 G-2 1 DH -1 7 X CO 7 ; G-1 \ \.r G-2 7 N. H _4 —a BM I yr.- CDo NI v L - H FC 12'-(1" ENDWALL FRAMING: FRAME LINE 10 1 12 5 �• 1. ill 4.: I. to 7 "o:11:4/1:1:1‘11t\ •13 si f 0 ED OTEEL 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 FRAMING DETAILS REFER TO DETAIL DRA NNC SHEETS. BRACING DETAILS REFER TO DETAIL DRMWC SHEETS. ' FLUSH MOUNT GIRTS FOR CABLE BRACING 45 ROD. CI I ti C,, a C=.10 m W w < <I BY: SwF DATE: 8/26/02 CK: DATE: JOB 2024 DING #: E3 1" 26'-0" RB -1 E-1 184'-3" OUT -TO --OUT OF STEEL 26'-0" RB -3 E-3 1'-1 3/4" 14'-0" 1'-1 3/4" 1'-1 3/4" RB -4 E-4 CD 0 26'-0" 1'-1 3/4" RB -3 E-3 1"-1 3/4" 14'-0" 1'--1 3/4' 1'-1 3/4" RB-4�E-4 26'—a" 1'-1 3/4" R8-3-) l E-3 1'-1 3/4" 16'-4" 1'-1 3/4" 1 3/4" RB -5 E-5 1'-1 3/4' 25' -3" RB -6 E-6 1__ _1_L --1_L a 1 -_JLL_�___�_1-I_l_..J-__11L 1 P-6 (Typ) _ _-\1�z_ ___ _�LL p-3 (TYP) P-1 (TYp)I P-2 IIYP} I 1 P-3 (Typ) I 1 \ p14 YPJ 1 P14 (Typ) r P-3 (TYP 1 \ P- 5 (TM \ P I I \/ �/ \ 1 I / f \, c, L I c„01/ t9 - 1 db, N-6, ER -1 1 1 1 / \ 1 1 s/ N T ER-1 RF, -2 _ 1 \ 1-2 / / RF1-2 RF1-2 1 1 -2 / r RF1-7 - _ \ / \ \/ / - I//\� 1 1 \/ 1 1 /" 9\9 f I �/ 'N.`6' --T-- -1-1-- - T - - _ I -/ T - -11 - ---• - - --- - _+ - _ . E-1 R8-1 E-2 R8-2 E-3 RB -3 E-4 RB-4� E-3 RB -3 ROOF FRAMING PLAN E-4 R8-4 E-3 RB- E -5 RB -5 �E-6 BA200 R8-6 4" 4-0 ROOF SHEETING PANELS: 26 Ga. 8 Tan 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 NOTES' 1. FOR /NDMDUAL 'WINO DETAILS REFER TO DETAIL DRAWING SHEETS 2. FOR CABLE BRACING DETAILS REFER TO DETAIL DRAWING SHEETS 3. FIELD SLOT FLUSH ,iMi//T GIRTS FOR CABLE BRACING AS READ a BY: BWT CK: DATE: 8/26/02 DATE: JOB #: 2024 DWG #: E4 1 8 '°J 3Z :S13NYd V 3N11 3IA,PMJ Wdl ONI133HS CF `1 CF- 1 m rn A 2 r- r PT1 G.) Ro :C3 3 3N11 31,Wd3 r CF -1 0 to CF -1 0 rm 0 00 O Nn 75 PURCHASER,' NOTES.' 1. FOR INDIVIDUAL SIlEE7/NC & TRAY DETAILS REFER TO DE7AIL SHEETS. - 2535 N. 10th ST. 3ERING, NE 69341 (308) 632-6188 q>n, VO 0 ..—k__....,CTIP co gt T.P.I. 2. PANEL START DIMENSION IS CENTER OF fIRST H/ -RIB FO STEEL LINE 1 IF NO PANEL START DIMENSION SHOWN THEN START AT STEEL LINE. PROJECT /L L TAMS PROL UTION 4. FOR FASTENER SIZES & LOCATIONS REFER TO PEOVAIL SHEETS oo a w PARACHUTE CO 8 '00 9Z rS33NVd m cn m —I -n m 24'-5" 24'-5" .:.- WJF-1 26'-2" f 24'-8" Y 25'-8" Y PURCHASER' T P. I. L. wJF-1 f cs r a - c"-, c� F �' 24'-11" WJF-1 15'-0" 25'-2" 25'-5" o Q 25'-8" 14`-6" i 25'-11" WJF-1 26'-2" 26'-5" 26'-8" 26'-9" f n 26'-9" 26'-8" m N--)PRWECT' NJ 26'-5" f 26'-2" f 25'-11" f 25'-8" f PURCHASER' T P. I. NOTES: 1. FOR /NDMDL/AL SHEE77NC & TRIM DETAILS REFER TO DETAIL SHEETS 2. PANEL START DIMENSION IS CENTER OF FIRST MI -I IO TO STEEL LINE J IF NO PANEL START DIMENSION SHOWN THEN START AT STEEL LINE. wJF-1 25'-5" cs r a - c"-, c� F �' cnm 15'-0" 14'-9" o Q I] 14`-6" i WJF-1 W//L/// S PRODUCTION 24'-5" f n 0 O c a 71 m N--)PRWECT' NJ C7 • 03 ` ' PURCHASER' T P. I. NOTES: 1. FOR /NDMDL/AL SHEE77NC & TRIM DETAILS REFER TO DETAIL SHEETS 2. PANEL START DIMENSION IS CENTER OF FIRST MI -I IO TO STEEL LINE J IF NO PANEL START DIMENSION SHOWN THEN START AT STEEL LINE. cs r a - c"-, c� F �' n/� VU 1 0 O t.... -1/4_,o 4, FOR FASTENER SIZES & LOCATIONS REFER TO THE DETAIL SHEETS o Q I] Li' W//L/// S PRODUCTION o co , ` NL dLS2J LOCATION.- PARACHUTE, CO 1/2" DIA. BOLTS (TYP) SHOP WELDED CLIP CORNER SAVE illIll STRUT ENDWALL RAFTER (4) 5/8" x 1 3/4" (2) 1/2" DIA. PURLIN BOLTS ;'s ENDWALL RAFTER : PURLIN ENDWALL ihik: .I : 1 1/2' —y—I RATER 1 ..: DIA. (TYP) BOLTS (TYP) f 5/8" x 1 3/4" 0/4 A325 BOLTS (TYP) SHOP WELDED CLIP'CLIP1/2" PURLIN ENDWALL IL ,� • RAFTER SHOP 'I WELQED 1/2" DIA. (TYP) BOLTS (TYP ,,I: (4) 5/8" x 1 3/4" _ A325 BOLTS W r 1 3/ (2) 5/8" x 1 3/4" A325 BOLTS P 1/4' ENDWALL COLUMN _______I_____ I I � ENDWALL C MN COLUMN A325 BOLTS CORNER COLUMN TO RAFTER/FLUSH GIRTS FD-1 ENDWALL COLA N TO AFTER FD-2 NDWALL RAFTER PEAK CONN. w/ COL. 1 FD .W. RAFTED PEAK CONN. w/out COL. I FD I SIDEWARLL SHOP WELDED CLIP SHOP WELDED CLIP (TYP) 1/2" BOLTS GIRT DIA. (TYP) PURLIN PURLIN —_ SHOP . W O RA-12 CORNER COLUMN \H 1GIT 1 1 _ 0 1 /2" DIA. I BOLTS (TYP) I ENDWALL GIRTOP,(2) I WELDED CLIP �° EN 1 1/2" {1.� (2) #12 SCREWS Q — — — —17 — -- DIA. BOLTS lI �� ''' 1 �11 GIRT ATTACH ASNEAR BA-200 SAG ANGLE. TO GIRT -�r-_ ' — I I —I © I I — 4 1/ 4` j SHOP WELDED CLIP— 4' O 'ff — : i ST PURLIN ABOVE. ENDWALL RAFTER I —4'— ENDWALL GIRT \ SHOP WELDED SHEETING ANGLE 4 1/4' 4 1/4' COLUMN (8) 5/8' x 1 3/4" A325 BOLTS #12 SCREW GIRT TO CORNER COLUMN CONN. FD-5 FLUSH GIRT TO COLUIvN FD-6 NDWALL RAFTER SPLICE DETAIL FD ENDWALL GIRT SAG ANGLE DETAIL FD-8 NUT BRACE EYE FLAT WASHER7 BRACE GRIP' HILLSIDE WASHER (WRAP AROUND CABLE) 040, st.6, 11 isallaP° �� i, 'g - 1 No. 17571 S151S' laiSff,l'i' ��;' i1F, •'r*% EYE CABLE BOLTt.01:64. ?f°A1-1 , .. :�� 1.0 itmiu ii�� *0... L LS ED PURCHASER: T.P.I. 3 8z 19 L5 PROJECT: WILLIAMS PRODUCTION ,__., DWG BY: BT DATE; 8 26-02 JOB #: 2024 STEEL FD-9 ��'��� DATE: DWG: D-1 STANDARD CABLE BRACE ASSEMBLY DETAIL CHK BY: DOOR JAM B IF NOTCH IS REQ'D. OMIT AT OPENING (2) 1/2" DIA. ANCHOR BOLTS iv U 0 z JAM B SHOP WELDED CLIP GIRT 4 1/4" (2) 1/2" DIA. BOLTS CLIP: JC -R (SHOWN) JC -L (OPP. HAND) EAVE STRUT " DIA. LTS CLIP:JC-L OR JC -R (2) 1/2" DIA. BOLTS HEAD JAMB BASE DETAIL SHOP WELDED PLATE (2) I/2" DIA. BOLTS JAMB HEADER ED - GIRT TO JAMB FD -2 FIELD DRILL 9/16" DIA. HOLES IN GIRT FOR (2) GIRT 1/2" DIA. BOLTS 7-0" DOOR CLIP: DC -12 TOP OF DOOR FRAME HEADER TO JAMB fl FD -6 SELF -FRAMING WALKDOOR/GIRT FD 7 /4 GIRT / HEADER / 1 GIRT JAM (2) 1/2 •IA. BOLTS JAMB AMB TO ENDWALL RAFTER SEE DETAIL 'FD -5" ABOVE. (FIELD DRILL 9/16" BOLES FOR 1/2" BOLTS) i ` -SEE DETAIL 'FD -6' ABOVE. J FD REQUIRED JAMBS & HEADERS DESC. WINDOW SIZE JAMB HEADER 3o3o 3'-0" x 3'-0" WJ-2 WH -1 /--SEE DETAIL. "FD -6" ABOVE (SIM). `( (FIELD DRILL 9/16" HOLES FOR 1/2" BOLTS) 3'-O" TYPICAL FIELD LOCATED LOUVH OPENING FD --10 JAMB TO HEADER COLUMN BOLT CLIPS TOGETHER ALONG WITH FILLER GIRT (FG -1) JAMB TO COLUMN F JAMB (2) 1/2" DIA. BOLTS FD -9 JAMB TO GIRT (2) 1/2" DIA. BOLTS JAMB GIRT GCA -2A FD -5 HEADER HEADER BOLTS TO JAMB AT SAME BOLT LOCATION AS GCA -2A CLIP HEADER WITHIN 6'" OF GIRT FD -10 Too REGe„ ' No.17571 t • r 10- / • S 111• ; 1 • ``G' STEEL ESTABLISHED 19L6 GERING, NE PURCHASER: PROJECT: WILLIAMS PRODUCTION DWG BY: Bi DATE: 8-26-02 JOB #: 2024 CHK BY: DATE:. DWG: D-2 6'-3-1/2" TOTAL LAP 4'-3-1/2" TOTAL LAP' 2'-3-1/2" TOTAL LAP EAVE STRUT _ �� BALL SAG ANGLE (1F REOD) FIRST PURLIN #12 X 1 1/4" S.D.S. #12 X 1 1/4" S.D.S., PURLIN BRIDGING ANGLE NOTE: URLIN -1 'URLIN 1... 2'-1-3/4'" PURLIN '{ 1'-1-3/4 I ....31-3/2_,.4" J O 0 I 0 0 0 1 1 I 1 10 • 1 • 1 O 0 I 0 0 0 1 I I I .� 10 • 1 • 0 - O IO 0 I 0 1 I I 1 0 10 • 1 • 1 Immir` � l�� m*� ��� �~ i!RPULJP �����n��}�m�� FLANGE (/ " ), 1/2" DIA. ATEACH NOTE: BRACE USE BOLT END. FLANGE FOR PURLIN LAP USE (8) 1/2" DIA. BOLTS. FLANGE FLANGE 1 /2 " DIA. AT EACH NOTE: BRACE BOT END. FLANGE USE (8) 1 /2" DIA. BOLTS, FLANGE 12" DIA. ATEACH NOTE: BRACE BOLT END. FLANGE FOR PURLIN LAP USE (8) 1/2" DIA. BOLT S. GIRT WHERROOFEWALL SAG PURL N BRIDGINGEANGLE EATTACHUNE WALL SAG ANGLE TO PURLIN BRIDGING ANGLE. WHEN WALL SAG ANGLE AND PURLIN BRIDGING ANGLE DO BRACE SHOWN ON ONE SIDE BUT MAY BE O 0 BRACE SHOWN ON ONE SIDE BUT MAY BE O O BRACE SHOWNj ON ONE SIDE BUT MAY BE O D JNOT L NOTE: ALL LINE UP THEN ATTACH A PIECE OF — BRIDGING ANGLE TO EAVE STRUT & FIRST PURLIN. WALL SAG ANGLE AND PURLIN BRIDGING REQUIRED • BOTH SII- , REQUIRED • 4`-O" 1 BOTH SII' , 3'-O" REQUIRED ON BOTH SIDES, 3'-0" SEE E "1 SEE E SEE E-1 ANGLE IS 1 " X 1" X 1/8" 4. X 20'-0" (BA -200). -3 1/2" PURLIN LAP/RAFTER FLANGE BRACE 1 FD -3 1/2" PURLIN LAP/RAFTER FLANGE BRACE 1FD 2-3 1/2" PURLIN LAP/RAFTER FLANGE BRACE FD -3 PURLIN BRIDGING & GIRT SAG ANGLE DETAIL FD- FLANGE (2) 1/2" DIA. BOLTS EAVE 1/2" DIA BOLTS (typ) STRUT rEAVE STRUT MAIN FRAME COLUMN LANGE BRACE CE NOTE: NGE / r-., Q MAIN FRAME Ca 0 M EAVE STRUT NOTE: F E BRACE SH 1 BRACEON SHO ON ONE SIDE BUT MAYBE O I ONE SID BUT MAY BE REQUIRED ON BOTH SIDES, IRT (TYP) #12 x 1 1/4" S.D.S. AT EAVE STRUT • • 11 11 2 11 • O REQUIRED BOTH SEE ON SIDES" 1 E-1 1 GIRT (TYP) SEE E-1 & EACH PURLIN. !2_____ SNOT' WELDED CLIP 0 0 marI� 1 � r I 1 kihL 1�r 1 II Ahh,____ pm SHOP WELDED CLIP mm 1/4" 1/4" Vr IT 4 1/4" 4 1/4" NOTE: FIELD DRILL HOLE IN GIRT FOR FLANGE BRACE CONNECTION. NO -. FIELD DRILL HOLE IN GIRT FOR FLANGE BRACE CONNEC .` . SH GIRT TO COL. CONN./COL. FL. BRACE 1 FD PASS GIRT TO COL. CO\N./COL. BRACE 1 FD-. EAVE STRUT CONNECTION AT ENDWALL FD -7 SAVE STRUT CONNECTION AT MAIN FRAME FD -8 (2) 1 /2" DIA. PURLIN CUP: WFC -1 w/(4) BOLTS 5/8" x 1 3/4" BOLTS (8 /4' x 2"' 1, 25 BOLTS RIGID FRAME AFTER `h.,,,pe Cw!,,rt, ~-1,V) p% WEB OF ' II 4ii - AT ENDWA •NEGi ---z$. 4� 11 PcSNe 1 s C.) ' *. I:4:- ; ``o Irl MAIN FRAME � '� / i 1j COLUMN OR -' r.,. .� ■ •' CORNER COLUMN f �i0. 17571 i i:, la-31.aZ.. o 111 • .E.f� �II� 1 v, iI BOTTOM FLANGE MAY PORTAL :E HORIZONTAL OR COLUMN A325 BOLTS. 1 F3/ ER 1 PED. ESTABLISHED ABLlCI IED PURCHASER: T. .1 . TIGHTEN NU 'AND I P�;... CRIMP TH:.Ds OR I11 ENDWALL COLLI+ 8 &CES PROJECT: WILLIAMS PRODUCTION TACK -W li NUT TO1 THE .. T. I 94 DWG BY: 8T DATE: 8-26-02 JOB #: 2024 FD- + I I GORING WE DATE: RTAL CONNECTION DETAIL FD_PDWALL COLUMN TO RIGID FRAME RAFTER CHK BY: DWG: D-3 LINER PANEL FLASHING DIMENSION �� FLASHING PANEL 1 1:12 2-9/16" 1:11 6 5/8" 3" H f ---1 1/2' 2:12 3-3/16" 2:12 4" 3 3/8" STEEL LINE SCE HIGH RI8 s` ENDWALL PANEL 1 1 I I I I. 1 1I _ 0 0 o11 I II © o JJ I IF APPLICABLE TRIM: ICF -1 w/#14X7/8"„ S.D.S. AT 12 O. C1111 . 3:12 3-3/4" 3:12 7 7 .' 4' 14X7/8" S.D.S. 12 O.C. ROOF PANEL 4:12 4-5/16" � INSIDE CLOSURE 4:12 8 3/8" /8" AT PURLIN 5:12 5" 5:12 9' TAPE MASTIC STRUT 6.12 9 5/8" 6 1/8" EDGE OF EAVE 6 5/ 5:12 5 5/8" ROOF PANEL S.D.1S1-1/4" 1 �"_—_ SAVE STRUT ��hl GF- 1 • .�►GUTTER STRAP AT 36" 0.C. IN �E CLOSURE ROOF PANEL RA -12 Q y ---P' _ - S14X7/8" .D.S. AT 12" O,C, o 1 O 1 - - - - w/3 -#14x7/8• S.D.S. Eave PURLIN *►<r!' S.D.S.#12X1-t/4" #14X7/8" � � - -- � #12 x 1/4"" S.D.S. EF -1 �' #14 x 7/S" S.D.S. 7 " O.C. OUTSIDE CLOSURE .12 #1zx1-1/4" S.D.S. LA—too 2' t , � LC -1 #14 x 7/8" S.D.S 12" D.C. #12 x 1 1/4" S.D.S. ® 12" O.C. LINER PANEL it #12 x 1 1/4" S.D.S. AT TRIM: SE -1 TRIM: ►� ` f. 5�D.S.1 00 LC -1 12" 0.C. �, OUTSIDE CLOSURE 1 #14 x 7/8" S.D.S. #12 x 1 1/4" S.D.S. - - TRIM: CF -1 NOTE: LINER DETAILS 5lDEWALL PANEL 1 1/2' ONLY APPLY IF LINER SG 1 #14 x 7/e" S.D.S 'WALL 1 "SDS 0 12"1/04.:. PANEL SHOP WELDED #14X7 AT O.C. #12 t2 x S.D.S. I SHEETING ANGLE �TSlDEL ENDWALL 0 12 O. RAFTER CLOSURE NER (IF PANEL REQ'D) SIDEWALL PANEL EAVE FLASHING DETAIL FD -2 IS APPLICABLE. CORNER FLASHING DETAIL ED -1 WALL PANEL LINER P L FAVE W/GUTTER DETAIL (1:12) FD GABLE FLASHING DETAIL FD -4 RC -1 OUTSIDE CLOSURE) P _ ►4.� #12X1 PEAK PURLIN 4^ #14X7/8"S '. . (TYP) AT 12 • _ �i.�.. ` D. EXTERIOR EXTERIOR LINER ANGLE (LA -100) LINER PANEL PANEL INSIDE CLOSURE 12X1-1 4' 1 I� LINER PANEL �!12X1-1/4" S.D.S. AT PANEL INSIDE CLOSURE 1� 'igill LINER PANEL #14X7/8" S.DS. EXTERIOR - -' r PANEL HS -1 _•;,5 �.). itG/SP,� 41 LC -1 #14X7/8" S.D.S. HS- .C, .• •. <( IDE SELF FRAMIh 1 1URE #14X7/8" Zt �'• d ! DOOR KIT SRA L 1 S.D.S. HEADER ;' , {�#1271-1/4" li OHF -1 D.S. At 6" 0.C, HS -1 ►moi MI HEADER 12°O.C. H5-1 DOOR OR WINDOW FRAME FIELD CUT GIRT AT OPENING y vVV J �•D,S�, r i'r0" ]5]Z ' r . + ;Zvi � ' ■I POP RIVET OR SCREW EXTERIOR � PANEL LINER PAN 0:- o'L 11S ]•' OF APP). `7i �'''' iS _ HEADER PANELEXTER 12" O.C. I LINER PANEL IF APP _ #12X11/4"' S. D. S. AT12" 14X7/$"� �� #14X7/8 S nJFll D.S, WJF- 1 II f. .; ,,. '';1i�,+ ERIOR II 7 12 O_Cr,�. ��,' PANEL WJE -1 LIN ER PANEL IF APP PURLIN BRIDGING ANG(BA-200)WJF- CONTINUOUS ACROSS PEA'TTACH TO EACH PURLIN AND TO EA.- EAVE STRUT AT EACH SIDEWALL. lli �.��''' #14X7/8" TRIM PANEL #12X 4" S.D.S. SELF-FRAMI NG S•DS,1-1 T/ 0 DOOR KIT FRAME TO FIT BETWEEN 1 ! JAMB O.C. WJF-1 DOOROR WINDOW D FASTEN GIRT WJF- 1 ---1" DOOR TRACK TO DOOR FRAME JAMB ANGLE AND "C" (TYP) JAMB JAMB GE CAP TRIM & PURLIN BRIDGING .4 FD JAMB & HEADER FLASHING FD -6 SELF -FRAMING JAMB & HEADER FLASHING I FD --7 OVERHEAD JAMB & HEADER FLASHING FD -8 OUTSIDE CLOSURE #1. 8" SDS- EXTERIOR r4-7 WALL PANEL EXTE- •' WALL PANEL EXTE` •R WALL PANEL LINER � PANEL yl \ �' � 1 GF - S.D.S. #12 x 1 1/a"' #12X1-1/4 #12X1-1/4 � S.D.S. O.C.) �' 111 12 x 1 1 /4" INSIDE S.D.S. S.D.S. 111 S.D.S. BASE GIRT NOTCH DOWNSPOUT LC -1 -14A7. AND BEND A5 SHO' LINER PANEL 'i CLOSURE —BASE ANGLE SASE HEN SCREORP (BA -i2) INSIDE CLOSURE ANGLE INSIDE CL05URE PI ILINERANGLEji Lam, OUTSi�ECLCSRE _� T _ -...� � �_vir_f EAVE STRUT L PANEL 2� or � �I \lb. N Ile 2 7/8" r a SHOW 15 BF 1 P.WER DRIVEN . A- ENERS L P. JER DRIVEN NERS TOTHEo .M OF UT HSIDE OF SINGLE SLOPE DETAIL FD- POWER DRIVEN (BY ETHERS) FAS THE DOWNSPO AND BEN FASTENER (BY ► HERS) IT TO CREAT AN ELBOW. ESTABLISHED PURCHASER: T. P, I, (BY OTHERS)i USE TN DETAIL AT B&C 946 PROJECT: WILLIAMS PRODUCTdON COLS ` D DOWNSPOUT ONLY. DWG BY: BT DATE: 8-26—D2 JOB2024 #: STEEL 'ASE �FD- FD • I L L (�E;� NE DATE: BASE DETAIL rVITH NOTCH FD- D DETAfL W/O NOTCH :ASE GIRT DETAIL FD- BOW DETAIL -1 , CHK BY: DWG: 0-4 16" 6" 16," 16," 16" 16"" 16 16" ETC. T T TAPE MASTIC (ROOF ONLY) /12 X 1-1/4" S.D.S. (PANEL TO RED IRON) /14 X 7/8" S.D.S. (PANEL TO PANEL) d — /14 X 7/8" S.Q.S. fi SIDELAP DETAIL PANEL TO PANEL FASTENERS (STITCHING SCREWS) 900 DIMENSION "A" GABLE FLASHING FD -1 ROOF PANEL WALL PANEL LL PANEL JAP DETAIL I FD ROOF PANEL EAVE FLASHING CORNER PIECE (CP -1) WILL ONLY COVER THIS OPEN PORTION EXTEND GABLE FLASHING PAST EAVE FLASHING THEN CUT GABLE FLASHING BACK TO EAVE FLASHING LEAVING TOP PORTION OF GABLE FLASHING TO COVER ROOF PANEL DIMENSION " NOTCH BOTTOM LEG ONLY OF GABLE FLASHING BACK (APPROX. 1") TO EAVE FLASHING NOTE: BOTTOM LEG OF SAVE FLASHING MUST BE NOTCHED SIMILARLY. GABLE FLASHING CP -1 RIDGE CAP X 1-1/4" S.D.S. (SEE ABOVE FOR SPACING) EXTERIOR WALL PANEL INTERMEDIATE GIRT BASE GIRT LINER PANEL SIDELAP (STICHIINGSCREW DETAIL FIELD CUT BOTTOM LEG OF RIDGE CAP AT APEX 9 SCREWS PER PANEL —� PANEL TO RED IRON FASTENER SPACING FOR ROOF PANEL TO SAVE STRUT. PANEL TO RED IRON FASTENER SPACING FOR WALL PANEL TO BASE ANGLE. 6 SCREWS PER PANEL ---e-- - T PANEL TO RED IRON FASTENER SPACING FOR WALL PANEL TO SAVE STRUT. PANEL TO RED IRON FASTENER SPACING FOR ROOF PANEL TO PEAK PURLiN. PANEL TO RED IRON FASTENER SPACING FOR END OF SOFFIT PANELS. 3 SCREWS PER PANEL-- REG/s).%,14 ANEL Rte;/s f,11 `1l FD a17571 '"f '•ti a ��I • uo'1;:' t - EXTEND TOP PART OF RIDGE CAP 1-1/2" PAST AND BEND DOWN 90 DEG. TO SEAL OFF RIDGE CAP OPENING GABLE APEX ROOF PANEL GABLE FLASHING CORNER PIECE AND GABLE APEX DETAIL FD -6 -6 T PANEL TO RED IRON FASTENER SPACING FOR ALL INTERMEDIATE PURLINS. PANEL TO RED IRON FASTENER SPACING FOR ALL INTERMEDIATE GIRTS. PANEL TO RED IRON FASTENER SPACING FOR ALL LOCATIONS AT LINER PANEL. PANEL TO RED IRON FASTENER SPACING FOR ALL LOCATIONS AT PARTITION PANEL. PANEL TO RED IRON FASTENER SPACING FOR ALL INTERMEDIATE SOFFIT PURMIS. ENER SPACING OP RIVET WINDOW 0 HEADER CEE. WINDOW ADER FD -5 WALL PANEL I. S. CLOSURE TR!HS- 1 WINDOW WINDOW SILL I.S. OSURE POP RIV INDOW SILL CEE. WALL PAN FITS INTO CHANNEL ON DOW) WINDOW (SUPPLIED BY B&C STEEL) DETAIL FD b&C STIEL ESTABLISHED 1946 GERING, NE PURCHASER: T. P.1. PROJECT: WILLIAMS PRODUCTION DWG BY: BT DATE: 8-26-02 JOB #: 2024 CHK BY: DATE: DWG: D-5 , I „ vs. • ., I •J rr,Vr :ror pot • • 0 44: :1t? LL,,s • ,Hr.:r,! :Dr • • * • , 0 ' #'• • • 1.) a •I 31' ..r9. 33, 0 eh tI i D 1 2 3 10 1 it DRAWING NO, 609-100 B / i R`1*7.5 1 AWIN C) ;i t, 7 0i` TOLERANCES CUTS ±1/8" ANGLES 11/2' WELD ASS'Y. t 1 /4" THIS DRAWING IS THE PROPERTY OE HANOVER AND IS NOT TO BE USED FOR ANY PUR— POSE OTHER THAN THAT FOR WHICH IT IS SPECIFICALLY FURNISHED DWG NUMBER DESCRIPTION DESCRIPTION DATE BY CK PROJ. NO. REFERENCE DRAWINGS REVISIONS PROD ID Edited by: Dashmore Jul 26, 2001 — 6:47am fit Hatt 6 -mtdttdy 1 HANOVER LO\MANY IIANOVER RUSSELL 1323 East 71st Street Tu3sa, Oklahoma 74136 Suite 400 (918) 481-5800 ;Ut10MtP HANOVER 35 MMSCFD STOCK UNIT TIILE PLOT PLAN -- ISOMETRIC VIEW DRAWN HDA SO. NO SCALE N.T_S_ DATE 7/21/01 UNIT NO REV1SJON A JOB 609 APPROVED 80. REOD DRAWING NO. 609-100 B 1 2 3 4 5 6 7 8 9 10 11 10 11 DRAWING NO 609— 904 a 4, \ % LEGEND 2 \ EQUIPM NT IN HIS AR =A IS PAT- D CLASS I, :DIVISION 1 , G2OU-D D ARIAS EQ2 &\T CLASS I, D IN T IS A /ISI.ON SKIDS 1 & 2 OTHE P EJJJIPMENT IS COy1SIDIR_D 1.JNNICLASSIFIED \ \ 3 609-401 DWG NUMBER ELECT. DETAILS/INSTALL. STDS. AND NOTES DESCRIPTION REFERENCE DRAWINGS 4 1 0 1 ISSUE FOR CONSTRUCTION REV.I DESCRIPTION 5 REVISIONS 7/27/01 JONES® 6 TOLERANCES CUTS ±1/8" ANGLES +1/2' WELD ASSY. ±1/4" PROJ. NO. PROD. ID. 7 THIS DRAWING IS THE PROPS IY OF HANOVER AND IS NOT TO BE USED FOR ANY PUR— POSE OTHER THAN THAT FOR WHICH IT IS SPECIFICALLY FURNISHED. Edited by: wjanes Aura 2), 2001 — 2:28pm rr'r har imoult1 G.AIkalling"\EG3\990\ 8 E I l I HANOVER RUSSELL. 1323 East 71 st Street Tulsa, Oklahoma 74135 Suite 400 (918) 481-5800 9 I 1 OU5110M R salad i'• 191 whisi stemr 4 iwG � nr f11■It ' Warm! � 1 1 1 I 1 APPROVED . - FOR CONSTRUCTION 3ARRETT RESOURCES RIFLE, COLORADO TJTLL ELECTRICAL AREA CLASSIFICATION DRAWN JONES SCALE 1/16"=1'0" DATE 7/27/2001 UNIT NO, REVISION 0 5.0- NO. 10 APPROVED RW NO. REQ D DRAWING 1T0. 609-904 11 10 11 DRAWING N0. 609 —100 1 TK --801 RUN- DONN T NK ST -903 VENT STACK 0 EMERGENCY GENERATOR FUEL (L i) C-901 INSTRUMENT AIR COMPRESSOR SKID LIGHT POLE MAIN GENERATOR EMERGENCY GENERATOR -J 0 0.- r.1 LIGHT POLE c.1 r0 0 0 Y Y 0 c ' c(n 0 CO CL CD N � I 2c - "..7j J W CL CL C7 LICHT POI E F--421 INLET GAS FILTER/SEP. c I 9 u 1111111-11 11, 1IIIII1%1,ru 2 20 Q N CC 1 wCL Cr CD U t0 I 4 v w 20 Cc LJ CC CD C7 w -J U w m LICHT POLE LICIT POLE / / BASE PRINT N0R1h—SOUTH EAST -WEST O'-0" SKID #5 HOT OIL HEATER / / / / / / / S. 10(1'-0` S. 200'-0' 5. 300'-0" TOLERANCES CUTS t1/8" ANGLES f 1 /2' WELD ASSY. ± 1 /4 " 1HIS DRANIINC IS THE PROPERTY OF HANOVER AND IS NOT TO BE USED FOR ANY PUR— POSE OTHER THAN THAT FOR WHICH IT IS SPECIFICALLY FURNISHED. DWG NUMBER DESCRIPTION REV. DESCRIPTION DATE BY CK PROJ. NO. REFERENCE DRAWINGS REVISIONS PROD. ID. Edited by: Dashmore Jui 25, 2001 — 2'55prn fie Name. 601-model.Jig C:1Drolli>gIV19\4 \ HIE Co ANOVER V1 F' A Ni Y HANOVER RUSSELL 132.3 East 71st Street Tulsa, Oklahoma 74136 Suite 400 918) 481-5800 4 8 9 CUSTOMER TILE DRAWN ODA 5 0. NO. JOB 60U 10 HANOVER 35 MMSCFD STOCK UNIT SCALE 1/ 16"=-1' 0` APPROVED PLOT IL_AN DATE 7/21/U1 N0. REO'D UNIT NO, REVISION A DRAWING NO. 609--100 11