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HomeMy WebLinkAboutPlansCLEAR CREEK CONSTRUCTION 945 E. BRITTON ROAD OKLAHOMA CITY, OK 73114 1-888-312-9639 BUILDING DESCRIPTION BUILDING SIZE. 60'-0 x 90'-2 1 /4 x 30'-6 SLOPE: 2.0:12 PANEL, TRIM AND FRAMING INFORMATION TRIM BUILDING SIZE. SLOPE: ROOF PANELS RAKE: COLOR: Desert Tan Gre BUILDING SIZE: SLOPE: TYPE: PBR GAUGE: 24 COLOR: Desert Tan/Grey EAVE: GUTTER STANDARD: COLOR: COLOR: Desert Tan Grey BUILDING SIZE. SLOPE: UL90 CERTIFICATION: No GUTTER HIGH CAPACITY: COLOR: Desert Tan 4Grey BUILDING DIMENSIONS ARE NOMINAL, REFER TO PLANS IF STANDING SEAM: CLIP TYPE: DOWNSPOUT: COLOR: Desert Tan Gre VALLEY GUTTER: COLOR: HEADER: COLOR: Desert Tan 4Grey This is to certify that this structure is designed utilizing the loads indicated and applied as required by the building SILL: COLOR: Desert Tan Gre code shown below. The certification is limited to the structural design of the framing and covering parts manufactured WALL PANELS JAMB: COLOR: Desert Tan Gre by the building manufacturer and is specified in the contract. Accessory items such as doors, window, louvers, BASE TRIM: COLOR: Desert Tan Gre translucent panels, and ventilators are not included. Also excluded are other parts of the project not provided by the TYPE: PBR GAUGE: 24 COLOR: Desert Tan/Grey CORNER: COLOR: Desert Tan , Grp building manufacturer such as foundations, masonry walls, mechanical equipment and erection of the building. The LINER: COLOR: Polar White building should be erected on a properly designed foundation in accordance with the building manufacturer's design LINER PANELS SOFFIT: FACADE: COLOR: COLOR: manual, the attached drawings and good erection practices. TOP PARAPET CAP: COLOR: TYPE: RPBR GAUGE: 26 COLOR: Polar White Design Code IBC 09 HEIGHT: 25 3 General Loads FACADE PANELS Roof Dead Load (D) 6.250 psf PRIMARY FRAMING Roof Collateral Load (C) 10 psf TYPE: GAUGE: COLOR: MAIN FRAMES &ENDWALL FRAMES) Red Oxide Roof Live Load (Lr) 20.00 psf WIND COLUMNS &BENTS) Tributary Live Load Reduction No SOFFIT PANELS Snow Lo_a_ TYPE: GAUGE: COLOR: SECONDARY FRAMING Flat —Roof Snow Load (Pf) _ sf PARTITION PANELS (GIRTS, EAVE STRUTS, PURLINS Red Oxide Ground Snow Load (Pg 108.0000 psf DOOR/FRAMED OPNG. & CLIPS ETC.) Snow Exposure Factor (Ce) 1 TYPE: COLOR: Snow Load Importance Factor (Is) 1.0000 OPENING Red Oxide Thermal Factor (Ct) 1.00 Wind Load sic Wind Speed (3 sec. gust) Wind Imporance FactorZlw Wind Exposure Category Internal Pressure Coefficient (GCpi) Wind Enclosure Seismic Load 90 — `mph 1.00 C 0.18 /-0.18 Closed Seismic Importance Factor (le) 1.00 Spectral Response Accelerations (Ss and S1) 0.3580 0.0750 Site Class D Spectraj_Resp nse Coeffecients (Sds and Sd1) 0.3612 0.1200 eismic D_es_i!nCategory 7 Basic Seismic- force— esisting System(s) Longitudinal Lateral Total Design Base Shear (V) 18.04 Kips 21.42 Kips Seismic Response Coefficient(s) (Cs) 0.1205 0.0928 Response Modification Factor(s) (R) 3.0000 3..0000 Analysis Procedure: Equivalent Lateral Force * Ordinary Steel Concentrically Braced Frame(s) and/or Ordinary Steel Moment Frame(s) CRANE DATA: Crane Type: TOP RUNNING Number of Cranes in the System: ONE Capacity Per Crane: 5 Ton Class C Span: 501-0" Maximum Hoist/ Trolley Weight: 1,400 lbs. Wheel Load: 7825 lbs. Bridge Weight: 7704 lbs. Wheel Base Spacing: 7'-2" Top of Rail to Finish Floor: 24'-43/4" For field issues, contact Customer Service Department at 281-304-61 1 1 or customerservice@sbslp.com DRAWING INDEX PAGE I DESCRIPTION 0 C1 OF 2 COVER PAGE 0 C2 OF 2 NOTES PAGE 0 1 F1 OF 2 A.B. PLAN & DETAILS 0 1 F? nF ? RFA(.TInNq 0 E1 OF 9 ROOF FRAMING PLAN 0 E2 OF ROOF SHEETING LAYOUT 0 E3 OF CROSS SECTION 0 E4 OF CROSS SECTION 0 E5 OF SIDEWALL ELEVATION 0 E6 OF ENDWALL ELEVATION 0 E7 OF LINER ELEVATION 0 E8 OF CRANE PLAN 0 E9 OF 9 CRANE DETAILS 0 D1 OF 4 DETAIL PAGES 0 D2 OF DETAIL PAGES 0 D3 OF DETAIL PAGES 0 D4 OF 4 DETAIL PAGES See C&4at�&4s of Per Yk t � Fad &i ld jvv 7 �w(eO4)ewk , CONDITIONS OF PERMIT BLCO-7-12-2561 EnCana Story Gulch Compressor Station Compressor Building Expansion SWSE, SESW, Sec.34, T4S, R96W Garfield County, Colorado 1) ALL WORK MUST COMPLY WITH THE 2009 IBC AND MANUFACTURERS SPECIFICATIONS. 2) ALL WORK MUST COMPLY WITH THE CONDITIONS OF THE CURRENT LAND USE PERMIT. 3) ALL WORK SHALL COMPLY WITH STATE AND FEDERAL REGULATIONS. 4) EXCAVATION OBSERVATION REPORT REQUIRED AT FOOTING INSPECTION. 5) ALL HIGH STRENGTH BOLTING AND FIELD WELDING REQUIRES SPECIAL INSPECTOR. PROVIDE APPROVAL REPORT AT FRAME INSPECTION. 6) LIGHT AND VENTILATION PER 2009 IBC, CHAPTER 12. 7) LOCKS, LATCHES AND LANDINGS PER 2009 IBC, SECTION 1008. 8) ELECTRICAL ROUGH IN APPROVAL IS REQUIRED AT FRAME INSPECTION. 9) ELECTRICAL FINAL APPROVAL IS REQUIRED FOR FINAL INSPECTION. 10) GARFIELD COUNTY FINAL INSPECTION REQUIRED FOR COMPLETION APPROVAL. DRAWING STATUS FOR APPROVAL: NO. THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT A FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR 0 PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT DOCUMENTS. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE. FOR PERMIT, THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDEN nFIED. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE. FOR CONSTRUCTION: FINAL DRAWINGS. These drawings and the metal building they represent are the product of Schulte Building Systems— 17600 Badtke Road, Hockley, Texas, 77447. The engineer whose seal appears hereon is employed by Schulte Building Systems and is not the engineer of record for this project. REW.91ONS DATE DESCRIPTION BY CK'D 4 16 12 FOR APPROVAL RVS XXX 5J21/12 FOR CONSTRUCTION TEO I MS APPROVIED SUBJECT TO NOTED )i.74CItPTiONS & INSPECnONS GARFIELD COUNFY EUILDI G DEP Dace 7/nh Z By LD COPY W INSPECnON WMHOUT THESE PLANS ON SITE: page of APR. I I I DATE V DEscmPiaN COVER PAGE GULCH STORY COMPRESSOR JOB9TE 8801 SPRAGUE MULCH ROAD LOCATION RIFLE, CO 81650 CAD BY ENGR D BY DATE SCALE CER AS 5/25/11 N.T_S. JUN 11 2012 CLEAR CREEK CONSTRUCTION 945 E. MTM ROAD 9KLAHOUA a Y. OK 73114 1-8W-312-9639 SIZE REFER TO C1 71032 C1 of2I0 0 �U) N 0 N c0 \N N � �o � W uiV) o� fL BOLT CUT SLEEVE FLUSH HEAVY HEX NUT HEAVY HEX NUT DIAMETER BOLT BOLT WITH TOP OF CONCRETE W/ PLATE WASHER W/ PLATE WASHER BOLT DIAMETER DIAMETER AND FILL WITH GROUT (SEE TABLE & NOTES) (SEE TABLE & NOTES) DIAMETER DURING GROUT PLACEMENT THREADED ROD v z z ASSEMBLY W/ NUT & w r WASHER a ~ Y CD_ Tx (D- CD T. 0. C. IT. O. C. TT. O. C. T.O.Cl(F-- 1 A - II s � z 0z I Z W W O y 0 J I I - - o Q I ( WILSON SLEEVE BY Q SINCO PRODUCTS INC. HEAVY HILTI ANCHOR BOLT HEX NUT HIT -RE 500-SD POER MANUFACTURERS RECOMMENDATIONSRECOMMENDATIONS 0 a W fY TACK WELD OR STAKE THREADS -- A36 THREADED ROD TACK WELD OR HEAVY HEX NUT STAKE THREADS TYPE AB TYPE AB TYPE EAB TYPE ABS EMBEDDED ANCHOR BOLT EMBEDDED ANCHOR BOLT EPDXY ANCHOR BOLT SLEEVED ANCHOR BOLT - (ALTERNATE) - _ - - EMBEDDED ANCHOR BOLT SCHEDULE MARK THREAD PROD WASHER T P THICKNESS _ W � (MIN) (MAX) Yz AB 12 31h 31/h" ye" )/8 AB 15 3X" 4" y8" Y4 AB 18 4" 41h" Y/" Ys AB 20 4" 5" X" 1 AB 23 5" 5'/z" 5/s 1X AB 28 5" 6" 1Y AB 29 5" 6" EPDXY ANCHOR BOLT SCHEDULE MARK HOLE HOLE PROJ HILTI DIAMETER DEPTH P ROD (MIN) TYPE W o � Y EAB 7 ?16" 4" 3" THREADED ROD %$ EAB 9 _Y4" 6" 3" THREADED ROD 3/4 EAB 12 3/" W/2" 3)/2" THREADED ROD 1 EAB 17 1Ya" 12Ys" 45A THREADED ROD NOTES: - ABS 18 DN USE HEAVY HEX NUTS, ASTM A-563 (GRADE C) FOR ALL BOLTS. PROVIDE DOUBLE NUTS FOR MARK No.'s WITH "'". 2. BOLTS SHALL BE ASTM A-36 THREADED ROD OR F1554 GRADE 36 UNLESS NOTED OTHERWISE. DOUBLE NUT AT TOP 3. THREADS SHALL BE UNC-2. BOLT LENGTH 4. ANCHOR BOLTS FOR ALL EQUIPMENT AND COLUMNS SHALL BE SET BY TEMPLATE. 5. ANCHOR BOLTS, NUTS & WASHERS SHALL BE SHIPPED GALVANIZED. BOLT SLEEVE (TYPE ABS) 6. EPDXY ANCHOR BOLTS SHALL BE HILTI HIT RE 500-SD ADHESIVE ANCHORS WITH RODS AS SHOWN ON SCHEDULE. BOLT TYPE (ANCHOR BOLT) INSTALL PER MANUFACTURER'S RECOMMENDATIONS. EXPANSION BOLTS WHERE REQUIRED SHALL BE HILTI KWIK BOLT TZ. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. BOLT DIAMETER 8. BUNDLE ANCHOR BOLTS FOR SHIPMENT BY MARK No. AND TAG WITH MARK No. AND EQUIPMENT DESCRIPTION. 9. SEE DETAIL DRAWINGS FOR ACTUAL BOLT PROJECTIONS. � MK L�MK1 SKID STEEL REFERENCE DRAWINGS 3" SO I \-HOLE IN SHII SHIM L THICKNESS IS GROUT + FLANGE DETAIL T MK 1 5'A" IN Y DETAIL T MK 2 SLEEVED ANCHOR BOLT SCHEDULE BOLT DIA. EMBEDMENT LENGTH A d � > w n w J w STANDARD HIGH FSTRENGTH TYPE a" F1554 GRADE 36 TYPE HSAS F1554 GRADE 55 A A D E 1/2 12 15 2 5 5/8 16 19 2 7 3/4 18 21 2 7 7/8 19 24 2 7 1 1 24 29 3 10 1 1/8 26 31 3 10 1 1/4 27 33 3 10 1 3/8 34 41 4 15 1 1/2 35 43 4 15 1 3/4 39 47 1 4 1 15 SEE AB/HAB BOLTS TABLE FOR WASHER THICKNESS TYP ANCHOR BOLT CALL -OUT SKID CLAMP PLATE DETAIL SCALE: NONE - - (SEE DESIGN DRAWINGS FOR HOLE & ANCHOR BOLT SIZE) DWG. NO. u x m F - N CAUTION READ BEFORE EXCAVATION ALL EXCAVATIONS MUST BE CARRIED OUT AS PER g "ENCANA'S GROUND DISTURBANCE PRACTICE" MASKING TAPE SEALANT BOND BREAKER REINFORCING (SEE DESIGN DRAWINGS) • WALL,:/Z/" 1/2" PRE -MOLDED GRADE BEAM JOINT FILLER COLUMN OR FOUNDATION TYPICAL FLOOR JOINTS CIVIL If STRUCTURAL NOTES: A. GENERAL SITE INFORMATION 1. DESIGN CODE 2009 CC N1 A CATEGORY ]I, GARFIELD. COUNTY, CO. 2. SNOW LOAD 75 PSF (GROUND SNOW); Is=1.0. 3. WIND SPEED 90; EXPOSURE "C"; Iw=1.0. 4. SEISMIC DESIGN PARAMETERS: SS=0.36, SI-0.075 SITE CLASS: B; SITE DESIGN CATEGORY "B"; 11-10. B. CIVIL WORK AND FOUNDATION CONSTRUCTION ]-FOUNDATION CONSTRUCTION AND SITE PREPARATION METHODS SHALL FOLLOW RECOMMENDATIONS OUTLINED IN ,GEOTECHNICAL REPORT# 27-0908. DATED JAN 3, 2008; PROVIDED BY YEH AND ASSOCIATES, INC. SPECIFIC REQUIREMENTS ARE: FOUNDATION SYSTEM: SPREAD FOOTING. FROST DEPTH: 42 IN. SOIL COMPOSITION: SAND OVER SANDSTONE BEDROCK. 2. EXCAVATION AND BACKFILL A. FOLLOW SPECIFIC RECOMMENDATIONS OUTLINED ON PAGE 3 OF THE REFERENCED ABOVE GEOTECHNICAL REPORT. B. ENTIRE AREA AROUND EACH FOUNDATION MUST BE THOROUGHLY PROBED FOR UNDERGROUND PIPE, CONDUIT, HIGH PRESSURE LINES, ETC., BEFORE ANY EXCAVATION IS BEGUN. C. STRUCTURAL BACKFILL SHALL CONSIST OF GRANULAR NON -EXPANSIVE SAND, GRAVEL AND SAND -GRAVEL MIXTURES, WITH PLASTICITY INDEX BELOW 15, WITH 100% LESS THAN 4" SIZE ROCKS AND MAX. 20% PASSING NO. 200 SIEVE. IT SHALL BE PLACED IN " MAX. LIFTS. STRUCTURAL FILL IN FOUNDATION AREAS SHOULD BE COMPACTED TO 95% OF THE ASTM D698. STANDARD/MODIFIED PROCTOR DENSITY. 3. SUBGRADE CONDITIONS SHOULD BE INSPECTED BY A GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF ANY CONCRETE. STRUCTURAL FILL SHALL BE INSPECTED AND TESTED. Sd oPeltil4oaired A F ��. II$ 12tParf- R-�q FD41v4q 1115pCCi7vy1 . C. CONCRETE 1. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACT 301 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS, LATEST EDITION, AND TO ACI-318 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. CONCRETE STRENGTH TEST SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF ACI-318, CHAPTER 5. 2. CONCRETE AND REINFORCEMENT SHALL BE DESIGNED AND PLACED IN ACCORDANCE WITH ACI BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI-318, LATEST EDITION. ACI-305 "HOT WEATHER CONCRETING" AND ACI-306 "COLD WEATHER CONCRETING" SHALL BE FOLLOWED. 3. CONCRETE PARAMETERS SHALL BE AS FOLLOWS: EXPOSURE CATEGORY & CLASS f c AT O CEMENT TYPE W/C RATIO AIR CONTENT MAX SLUMP OTHER PROVISIONS f FREEZING C CORROSION S SULFATEFPERMEABILITY'---28 P THAWING PROTECTION EXPOSURE F2 C1 SO PO 4500 I[ 0.45 7% ALL CONC. N/A 4" TO 6" LEAN CONCRETE SHALL BE (f'c) 1500 psi. 4. AGGREGATES SHALL BE CRUSHED STONE CONFORMING TO "SPECIFICATION FOR CONCRETE AGGREGATES" ASTM C33. AGGREATE SIZE SHALL BE Y44" MAXIMUM. 5. WATER USED IN MIXING CONCRETE SHALL CONFORM TO ASTM C1602. 6. REINFORCING BARS SHALL BE DEFORMED, INTERMEDIATE GRADE NEW BILLET STEEL CONFORMING TO ASTM A615 INCLUDING SUPPLEMENTARY REQUIREMENTS SI, GRADE 60. FIELD SPLICES AND DEVELOPMENT LENGTH SHALL COMPLY WITH THE FOLLOWING SCHEDULE, U.O.N. REBAR SIZE HDL I TEL TOP TEL OTHER TLS TOP TLS OTHER 4 7 25 19 32 25 5 8 31 24 40 31 6 10 37 28 48 37 7 12 54 42 70 54 8 13 62 47 80 62 9 15 70 54 91 70 10 17 78 60 102 78 11 1 19 87 67 113 =7 WHERE A. TEL-TENSION EMBEDMENT LENGTH TLS=TENSION LAP SPLICE LENGTH HDL=HOOK DEVELOPMENT LENGTH B. 'TOP' BARS ARE ALL HORIZONTAL BARS SO PLACED THAT MORE THAN 12" OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW THE DEVELOPMENT LENGTH OR SPLICE. C. ALL BARS THAT ARE NOT 'TOP' BARS ARE 'OTHER' BARS. REINFORCEMENT SHALL BE INSPECTED BEFORE CONCRETE IS PLACED. 7. CONCRETE PROTECTION FOR REINFORCEMENT - CLEAR DISTANCE FROM FACE OF CONCRETE TO BAR SHALL BE AS FOLLOWS UNLESS NOTED; A. CONCRETE DEPOSITED AGAINST GROUND OR VOID FORM: 3". B. CONCRETE SURFACES EXPOSED TO WEATHER OR IN CONTACT WITH GROUND AFTER REMOVAL OF FORMS: %" FOR #5 BARS AND SMALLER, 2" FOR #6 THROUGH #18. C. SURFACES NOT EXPOSED TO GROUND OR WEATHER: %" FOR SLABS AND WALLS WITH #11 AND SMALLER BARS, %" FOR BEAMS AND COLUMNS. 8. EXPANSION JOINT MATERIAL FOR EXPANSION OR ISOLATION JOINTS SHALL BE PREMOLDED, BITUMINOUS IMPREGNATED FIBERBOARD CONFORMING TO ASTM D994. 9. JOINT SEALANT FOR ALL CONCRETE CONTROL, CONSTRUCTION AND ISOLATION JOINTS SHALL BE SIKAFLEX-IA BY SIKA CORP., OR APPROVED EQUAL. 10.GROUT USED FOR VARIOUS APPLICATIONS SHALL BE AS FOLLOWS: A. GROUT USED FOR STRUCTURAL STEEL / COLUMN BASE PLATES SHALL BE PREPACKED, HIGH -FLUIDITY NON -SHRINK NATURAL AGGREGATE GROUT SUCH AS "MASTERFLOW 713 PLUS" BY BASF (FORMERLY MASTER BUILDERS) OR APPROVED EQUAL. FOLLOW MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION. SPACE BETWEEN THE ANCHOR BOLTS AND OVERSIZED HOLES IN THE BASE PLATE SHALL BE FULLY GROUTED WITH NON -SHRINK GROUT TO ASSURE PROPER SHEAR TRANSFER. GROUTING SHALL BE PERFORMED ONE BOLT AT A TIME, WHILE OTHER BASE PLATE BOLTS ARE FULLY TIGHTENED. B. GROUT USED FOR GROUTING COMPRESSORS, TURBINES, LARGE PUMPS AND OTHER RECIPROCATING OR ROTATING EQUIPMENT THAT REQUIRES EPDXY GROUTING SHALL BE "FIVE-STAR HP" EPDXY GROUT BY FIVE STAR PRODUCTS, INC., OR APPROVED EQUAL. FOLLOW MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION. C. GROUT USED FOR DRILLED AND EPDXY GROUTED REBAR SHALL BE HILTI HIT RE500 EPDXY OR APPROVED EQUAL. FOLLOW MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION. 11.VOID FORM MATERIAL SHALL BE BY "SURE VOID" OR APPROVED EQUAL. KEEP VOID FROM MATERIAL DRY DURING PLACEMENT AND INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. VOID FORM SHALL BE BIODEGRADABLE AND CAPABLE OF SUPPORTING THE FLUID WEIGHT OF THE CONCRETE. 12.ALL WELDING PROCEDURES, INCLUDING STUD WELDING, AND QUALIFICATIONS SHALL BE IN ACCORDANCE WITH AWS D1.1. 13.ALL SLABS SHALL BE GIVEN A FLOAT FINISH AS DESCRIBED IN ACI 301. ALL WALKS AND EXTERIOR SLABS SHALL BE BROOM FINISHED AFTER CONCRETE HAS RECEIVED A FLOAT FINISH, 14.EXPOSED CORNERS SHALL BE CHAMFERED %4" UNLESS NOTED. 15.CHECK ALL ELECTRICAL, MECHANICAL AND PIPING DRAWINGS FOR EMBEDDED ITEMS (PIPE, CONDUIT, ETC.) AND BLOCKOUTS BEFORE PLACING CONCRETE. 16.IF REINFORCING OR MESH IS FIELD CUT FOR SMALL OPENINGS, CONDUIT, ELECTRICAL BOXES, ETC., CUT REINFORCING SHALL BE REPLACED WITH AN EQUIVALENT AREA OF STEEL ALL SUCH BARS SHALL EXTEND 24" MINIMUM (OR MESH LAP 2") BEYOND CORNER OR EDGE OF OPENING IF NECESSARY. REINFORCING SHALL BE BENT TO PROVIDE THIS MINIMUM EMBEDMENT. MAKE ALL BARS CONTINUOUS AROUND CORNERS. 17.THE CONTRACTOR SHALL VERIFY ALL EQUIPMENT ANCHOR BOLT DIMENSIONS AGAINST THE CERTIFIED EQUIPMENT DRAWINGS BEFORE PLACING CONCRETE. TOLERANCES FOR ANCHOR BOLT LOCATIONS AND ELEVATIONS SHALL BE AS DEFINED IN THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) CODE OF STANDARD PRACTICE. NO. w�oo1 PROJECT DESCRIPTION PROJ. AFE EPCM Co. EPCM No. APPD. ISSUE STAGE 1 2010-09-10 NEW CONSTRUCTION 10143010 URS 49228543 CL c\i 1A-1 1C-1 r 1C-2 CK - ELI m Of VAIG BY CYY'(Y-MN-00) 2011-02-03 JP 2011-03-18 JP 2011-05-12 JP APPD. PERMIT STAMP ENGINEER'S STAMP PERMIT STAMP AND PROFESSIONAL STAMP AFFIXED ABOVE SHALL APPLY ONLY TO REV(s) CONTRACTOR'S MEANS AND METHODS o • IH� STr iCTl,3AL L'AWIIVGS AND NOTES REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD I OF CONSIRUCTION. FOR THIS REASON, DURING ERECTION OF THE STRUCTURE AND/OR THE DEMOLITION OF THE j1 STRUCTURE OR PORTIONS OF THE STRUCTURE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY BRACING TO WITHSTAND ALL LOADS TO WHICH THE STRUCTURE MAY BE SUBJECTED, INCLUDING LATERAL LOADS, EXCAVATIONS, SHORING, STOCKPILES OF MATERIALS AND EQUIPMENT, IN ADDITION TO ANY WORKER SAFETY REQUIREMENTS. SUCH BRACING SHALL BE LEFT IN PLACE AS LONG AS IT MAY BE REQUIRED FOR SAFETY AND UNTIL ALL STRUCTURAL U FRAMING AND DIAPHRAGMS ARE IN PLACE WITH CONNECTIONS COMPLETED. w • DISCOVERY: v 1. DURING CONSTRUCTION, THE CONTRACTOR MAY ENCOUNTER EXISTING CONDITIONS OR AS BUILT DIMENSIONS WHICH o ARE NOT NOW KNOWN OR ARE AT VARIANCE WITH PROJECT DOCUMENTATION (DISCOVERY). SUCH CONDITIONS MAY INTERFERE WITH CONSTRUCTION OR REQUIRE PROTECTION AND / OR SUPPORT OF EXISTING WORK DURING a CONSTRUCTION, OR MAY CONSIST OF DAMAGE OR DETERIORATION TO THE STRUCTURAL MATERIALS OR COMPONENTS vn WHICH COULD JEOPARDIZE THE INTEGRITY OF THE STRUCTURE(S) PRIOR TO PROCEEDING WITH WORK RELATED TO a, SUCH DISCOVERIES. c 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IMMEDIATELY NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCOVERY HE OR SHE MAY INTERFERE WITH THE PROPER EXECUTION OF THE WORK OR JEOPARDIZE THE INTEGRITY OF THE � STRUCTURE(S) PRIOR TO PROCEEDING WITH WORK RELATED TO SUCH DISCOVERIES. 6 c 0 CONTRACTOR'S COORDINATION w • THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS AND DETAILS BETWEEN ALL TRADES, SUBCONTRACTORS AND VENDOR SUPPLIED EQUIPMENT PRIOR TO COMMENCING ANY CONSTRUCTION. THE STRUCTURAL -- ENGINEER SHALL BE IMMEDIATELY NOTIFIED ANY INCONSISTENCIES RELATING TO THE STRUCTURE. FAILURE TO DO 3 SO SHALL RELIEVE THE ENGINEER OF ALL CONSEQUENCES RELATED TO THE INCONSISTENCY. T Q • SEE MECHANICAL, ELECTRICAL AND OTHER DISCIPLINE'S DRAWINGS FOR ADDITIONAL INFORMATION RELATING E TO THE STRUCTURE. 0 c, rn c 0 FCa001-A+r0K PIAIIA pg. I e?F 4 STORY GULCH COMPRESSOR STATION S34, T4S, R96W rNrD. COMPRESSOR STATION natural gas 534, T4S, R96W X"=X'-X"(A1 Size) lEPCM No. 49228543 URS CORPORATION GENERAL CONCRETE NOTES AND STANDARD DETAILS CLASS NORTH PICEANCE R encana.• NO, NP-STG-Ar5001 F Q 0 N z O I 0 I N O N Q) 1n N C a� a 0 Y U y0 U U Om UQ Q) m Q I mw W win win v); D5 } m� a 6 7 -noCOMPRESSOR BLDG COMPRESSOR BLDG ON EXISTING I EXPANSION SEE DWG. C-5320 35'-2Y" I 35'-0" r- r I I 20'-0' 9'-8' 20'-0' I 10'-0" 10,-0 4-4" 10'-0' 2'-10" 88" 2,-6" 8" 1 I I C-5824 I 6'-0' 10'-6' 1 C-5824 I 16-0' m 10'-6' 1'-4Y4" 20'-0" I I I (TYP 2 PLCS.) 1 (AT GRIDUNE) 5 C, 5824 I i I I i Ll • a cn CL j gl :mI p C. i I J 6' SLAB REINF. W/#4 AT 12"--'� I O.C. EA. WAY O.C. TOC=8368.3' I I - I C-5824 I , I N I I U #4 ® 12" O.C. EA. WAY 7 6'-0" 7 (.CENTERED '-0" Cr (TYP 5 PLCS.) NOTES: 1. SEE DRAWING NP-STG-A-5001 FOR CONCRETE GENERAL NOTES & STANDARD DETAILS. 2. PROVIDE CONTROL JOINTS AT APPROXIMATELY 225 SQ. FT. DO NOT PROVIDE CONTROL JOINTS AT BUILDING GRID LINES. r) ¢ REFERENCE DRAWINGS DWG. NO. ,ta COMPRESSOR BUILDING EXPANSION SECTION & DETAILS C-5824 O N ap STANDARD CONCRETE DETAILS A-5002 N F 00 N N iX o. <o CAUTION READ BEFORE EXCAVATION W N ALL EXCAVATIONS MUST BE CARRIED OUT AS PER ag g "ENCANA'S GROUND DISTURBANCE PRACTICE' N:160.00 E: 596.35 6 -5824 io I � I - 1 io 4 -0" 6 C-5824 Lm I I 1b —14'-0"x 12'-0"x 8" THICK APRON SLAB S \ TOC 8367-1OYZ" 14'-0" THIS EDGE 3 -O" ©pcotl, � v I e I Is pxp (f peg"tYe d COMPRESSOR BUILDING EXP. - FOUNDATION PLAN SCALE: 1 /8"=1'-0" NO DATE PROJECT DESCRIPTION PROD. AFE EPCM Co. EPCM No. APPD. ISSUE STAGE DATE BY CHKD. APPD. (Y-MM-DD) C1-MM-DD) 1 2012-04-19 ISSUED FOR CONSTRUCTION URS 49228701 ,_.q 1C-1 2012-04-19 DGT SAB 1-4 U Of LIJ m z Ld - CC PERMIT STAMP ENGINEER'S STAMP PERMIT STAMP AND PROFESSIONAL STAMP AFFIXED ABOVE SHALL APPLY ONLY TO REV(s) I COMPRESSOR BLDGI COMPRESSOR BLDG EXISTING EXPANSION I I t%" 2'-8,1 MIN. I MIN. EXISTING TOC (2) #6 x3'-8" BAR ;I ! Z V (3) #5 x3'-8" BAR DRILL & EPDXY < a SEE A-5001 FOR "�. 10y" STD. EPDXY - 2'-3" (2) #6 x3'-8" BAR 1, SECTION a SCALE: 1 /2"=1'-0" --- FeW It11n I --tl PIA 17 3 °-P,4 Fc.. STORY GULCH COMPRESSOR STATION encana LLSaD.. S34, T4S, R96W Tm w COMPRESSOR STATION natural gas o. S34, T4S, R96W scaE NOTED tcpc'" 49228701 �o° � URS CORPORATION TITLE COMPRESSOR BUILDING — EXPANSION FOUNDATION PLAN AREAcLnss FLE no NORTH PILEANCE R NP—STG C-5820