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HomeMy WebLinkAboutPlans2 x 4's @ 16" O.C. with R-19 Batt Insulation, 6 mil Vapor Barrier, 5/8" Gypboard Existing Metal Building 9'-7" 4: •'r ••: Si .,, 41 1 �•1 .a•.% X . '',/./r��rAY' lr.0.7 �./�✓r����/��/.Cr: •r:aarrra�•aaaar saasa�a-aaararraaaasrlaaa:arr:rr•aaaarl Toilet Layout tt 54" Grab Bar, Install 34" A.F. 4h,*it}1��i�'I ////ih; wzy, 3' x 6'-8" 8'-0" Ceiling Provide Electric Baseboard Heating Finishes: Floor: Painted Base: 5" Rubber Ceiling / Walls: 5/8" Gypboard Provide a 48" high wainscoat on all wall surfaces. Scale: 1/4" = 1'-0" Material shall consist of FRP Board. CMC Group 2450 S. Downing Street Denver. Colorado 80210 303.741.4500 14 it) RONIEJ 110teTTO1 otegrnossi0 GARFIELD El D COUNT .. t1.1)1146 rpr _ Awe FIELD cofrY 401,4 Wir+tritg KASS O 4,0 I/-/Ykr/f 1N peio 150,-0" New Toilet See Attachment Install 2 x 4 Wall to Recieve — Plumbing 8'-0" Ceiling 4'-0" x 5'-0" Concrete Landing Provide Panic Hardware SAR Building Floor Plan CMC Group 2450 S. Downing Street Denver, Colorado 80210 303.74 I .4500 Q Provide 'ante Hardw. e 4'-0" x 5 -0" Concrete Landing 5irr. 04,10 /CO3.3./8 6(.4'4 , re63.3. 40 7V,Ptcitc.. attsptc. Gasoline Jersey Barriers r by Owner 6" Round Bollard filled with —/ Concrete Light Fixture Dispenser 6" Round Bollard filled with Concrete CMC Group 2450 S. Downing Street Denver, Colorado 80210 303.741.4500 35'-0" 70'-0" Fuel Island Garfield County Maintenence Facility Rifle, Colorado SIXC . l 1. Z . . 2 eF L. - /14cr SZAtirioAkS C t0Pl U 4W !) ! Ct i -a. S, 5 BC I Jo N Cort atesn ea, f l -T12-r-sk-1419 4-70°P c 1 4-e frietz P rsr+c7 . C,anS Qac, ru-S o 2(v©3.13 CAA Of i t, R 0 {� u Gawrys Architecture • Planning River View Plaza 100 Elk Run Suite 222 Basalt, Colorado 81621 (970) 927-4411 CMC CMC Group 2450 South Downing St. Denver, Colorado 80210 303.741.4500 Garfield County SAR Building Rifle Colorado Issuect: Building Permit September 30, 2002 1 att --- 1 KIr/ KE.,. 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PRELIMINARY NOT FOR CONSTRUCTION fir— STANDING SEAM METAL ROOF MOTORIZED LOUVERS `J 4" TRIM 8' X 10' GARAGE DOOR -111:;-'11I-I1 117-- PIPE PENETRATION - °II WEST ELEVATION 1/4" = 1.-0" r--- STANDING SEAM METAL ROOF ASSUMED 2:12 SLOPE METAL SIDING 4" CORNER FLASHING (TYP.) MOTORIZED LOUVERS 7 -- VENT " TRIM II IT 1' i1I11 17 -E111 --7--11r=1.1=71! -►1 1---I 1 I=111--1 1 11 iI1 I;=116 --I' I I =. 5'-8 3/8" 3. X 7" MAN DOOR EAST ELEVATION 1/4" - ASSUMED 2:12 SLOPE 4" CORNER FLASHING (TYP.) METAL SIDING METAL SIDING -1 GIRT 8" PURLINS 2.15° ± ASSUMED 2:12 SLOPE 7'-3 9/16" �Ill�f-l{I NOTES: 21° 4" BUILDING SECTION 1/4" = 1'-0° GIRT 2 1/2" TO BOTTOM OF SIN, ELEVATIONS AND BUILDING SECTION AS SHOWN ARE EXISTING. INDICATES PENETRATIONS TO BE COVE TO MATCH EXISTING. ED ENGINEERS SURVEYORS sGmi SCHMUESER GORDON MEYER SCHMUESER GORDON MEYER INC 118 W. 6th Street, Suite 200 Glenwood Springs, Colorado 81601 (970) 945-1004 (FAX (970) 945-5948) Aspen, Colorado (970) 925-6727 E-mail: engineer@sgm-inc.com GARFIELD OUNTY VEGETATION MANAGEENT BUILDING NUM- BER REVISION DATE BY A FOR BIOS 8/1/00 \ MDH SECTION Job No. Drawn by: Date: OC: File: 2000-188 MDH 8/1/00 S7 foundoh'on layout TNG MUST BE PRINIEU ON BLUE PAPER /N ORDER TO BE vRL/O FOR CONSTRUCTION. COPYRIGHT 2000 S6 C L] r5 F-1,3,5 DIESEL SERVICE LOCATION: MINIMUM 20' FROM NEAREST PUMP. 5EE DETAIL E-2 "A1 4)3 A -I GREEN ON WHITE EXIT SIGN WITH 90 MINUTE BATTERY BACKUP LITHONIA PART* LHOM 5 W 1 6 120/2TI OR EQUAL. TYPICAL OF 2, F-2 120V, 37W 4' ACRYLIC WRAP. LIT1 OHIA PART* DMW 232 120 6EB OR EQUAL FUEL SLAND APROX MATELY 30' r - A-5 SAR POWER PLAN SCALE: I/51=1' -.c? NOTE: ALL ITEMS ARE NEIN U.O.N. OVERHEADDOOR OPENER 120V, IOA FUEL ISLAND APROXIMATELY 3'0' SAR LIGHTING PLAN %ALE: 1/8"= I'_0" NOTE: ALL ITEMS ARE NEW U.Q.N. -1 120V, I/6 hp DETAIL NOTES UH -3 To 120V, I/6 hp (2) LAMP T-5, S', STRIP LIGHT. --LITHONIA PART C. 232 120 6EB OR EQUAL, TYPICAL OF 5. TO 120V, 1-1/2 hp RECONNECT EXISTING EXTERIOR LIGHTING TO GIRUIT A-4. CONTROL VIA NEW TIME GLOCK. INTERLOCK FAN WITH RESTROOM LIGHT. 4.,, -aft 'P1 "'7t.1 f.�6�C —1,4SPiGrertz POWER AND LIGHTING PLAN SAR BUILDING / FUEL ISLAND GARFIELD COUNTY RIFLE, COLORADO co Ft im By: JLA/list Date: „/„. Scale: Ila° - lI^0" Electrical Engineering, Inc. ut2n2 Fact C ter. n. _ ._ . - - Sheet: 1 _i Isc CALCULATIONS - FUEL POINT #1, AT THE TRANSFORMER; r 14,500 POINT 02. AT THE WEATHERHEAD; Length x Ix (sante) 25 x 14800 0.63 M • I / Hf •I/ 1. 053 Isc = M x I c (lance) • A / L -L Volts A/ 276 • 093 095 x 14600 A x Hre Facts x 9729 6,106 A Isc=8,108A (4 11I/0 GU) 2'C. *6 GU (441/0 01;146 GU GNP) 2"G. BLDG STEEL GWP &ND ROD SAR ONE -LINE DIAGRAM SCALE: NONE NOTE: ALL ITEMS ARE NEW U.O.N. GENERAL NOTES 1. ALL WORK SHALL COMPLY WITH BUILDING STANDARDS. PERFORM WORK IN AGGORDANGE WITH RULES AND REQUIREMENTS OF BUILDING MANAGEMENT. 2. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF DEVICES AND FIXTURES. ADDITIONAL ELECTRICAL REQUIREMENTS ON ARCHITECTURAL AND MECHANICAL DRAWING SHALL BE INCLUDED IN CONTRACTORS BID. 3. PRIOR TO BID CONTRACTOR SHALL VISIT THE SITE TO VERIFY EXISTING CONDITIONS AND QUANTITY OF EXISTING LIGHT FIXTURES AND DEVICES. NOTIFY ENGINEER OF ANY EXISTING CONDITIONS WHICH MODIFY THE SCOPE OF WORK SHOWN ON THE DRAWINGS. 4. PROVIDE COMPLETE, ACCURATE, TYPED PANELBOARD DIRECTORIES AT COMPLETION OF CONSTRUCTION. PLAGE IN PANEL AND SEND COP( TO ENGINEER. 5. ALL COMBINATION TELEPHONE/DATA OUTLETS SHALL BE DOUBLE GANG BOX UNLESS OTHERWISE NOTED. STUB -IF 3/4" EMPTY CONDUIT INTO CEILING FROM EACH TELEPHONE OR DATA OUTLET UNLESS OTHERWISE NOTED. STUB UP I' EMPTY CONDUIT INTO CEILING FROM EACH ELECTRIFIED FURNITURE SYSTEM DATA/TELE LOCATION UNLESS OTHERWISE NOTED. 6. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY CHANGES REQUIRED BY THE TENANT, LANDLORD, OR BY FIELD CONDITIONS. 1. ALL WORK SHALL CONFORM WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE, NEPA 10, INCLUDING ANY AND ALL LOCAL GODES, ORDINANCES, ETC. 8. CONTRACTOR SHALL FIELD VERIFY ALL LOCATIONS AND ELECTRICAL REQUIREMENTS OF MECHANICAL EQUIPMENT. INCLUDE ALL REQUIRED CONNECTIONS, OUTLETS, DISCONNECTS AND FUSES IN ELECTRICAL BID. 9. ALL SWITCH AND RECEPTACLE HEIGHTS SHALL MEET THE REQUIREMENTS OF THE AMERICANS WITH DISABILITIES ACT. RECEPTACLES SHALL BE A MINIMUM OF 15" AND SHITCIIEC A MAXIMUM OF 54' TO CENTERLINE, ABOVE THE FINISHED FLOOR. 10. ALL JUNCTION BOX COVERS SHALL BE INDELIBLY MARKED WITH THE BRANCH GIRGUIT NUMBER OF EACH WIRE WITHIN THE BOX. II. CIRCUITS FOR COPIERS, PRINTERS, AND COMPUTERS INHIGH ARE SEMI -DEDICATED, DEDICATED, OR ISOLATED, SHALL HAVE A SEPARATE NEUTRAL AND GROUND CONDUCTOR RUN FROM THE BRANCH CIRCUIT PANEL. 12. DEMOLITION OR ABANDONING ANY ELECTRICAL CONDUIT, WIRE, OR DEVICE MEANS TO REMOVE IN IT'S ENTIRETY. REMOVE UN -USED CONDUITS FROM CEILING SPACES IN AREA OF WORK. 13. CONTRACTOR TO USE *10 WIRE WHEN LENGTH OF CONDUCTOR EXCEEDS 75 FT FOR 120V AND 150 FT FOR 211V CIRCUITS. 14. ELECTRICAL CONTRACTOR TO UP-SIZE SHARED NEUTRAL CONDUCTOR WITHIN FURNITURE SYSTEMS TO A 1110 GU CONDUCTOR. 15. ELECTRICAL CONTRACTOR TO SUPPORT LIGHT FIXTURES PER UBC 25.213. Ib. CONTRACTOR TO CONSIDER THE NEUTRAL CONDUCTOR AS A CURRENT CARRYING CONDUCTOR WHEN CIRCUITS ARE FEEDING ELECTRONIC LOADS. Il. GONNE-GT NEW FIRE ALARM DEVICES TO EXISTING FIRE ALARM SYSTEM. PROVIDE FIRE ALARM SHOP DRAWINGS AS REQUIRED BY THE BUILDING DEPARTMENT. • CONTROL CIRCUIT VIA TIME CLOCK. ELECTRICAL SYMBOLS HOMERUN, SOLID 120/208 V, OPEN 211/480 V CIRCUIT; RUN CONGEALED IN WALL OR CEILING - - - - CIRCUIT; RLN CONGEALED IN FLOOR OR GRADE -0 CONDUIT RISER; TURNED UP, TURNED DOWN SINGLE LEVEL SWITCH CABLE, LENGTH AS REQUIRED CABLE WHIP ACCEMBLY TO RECEPTACLE, POWER FEED CABLE ASSEMBLY, LENGTH AS REQUIRED EXTENDER GABLE, LENGTH A5 REQUIRED SWITCHED CABLE AC/,EMBLY, LENGTH AS REQUIRED POWER DISTRIBUTION BOX, * INDICATES 11 OF CIRCUITS Q JUNCTION BOX; CEILING OR HALL P B PULLBOX SIMPLEX RECEPTACLE DUPLEX RECEPTACLE 4P DOUBLE DUPLEX RECEPTACLE DUPLEX RECEPTACLE ON DEDICATED CIRCUIT SPECIAL RECEPTACLE - A5 NOTED ON PLANS ✓ TELEPHONE OUTLET ✓ GRT OR DATA OUTLET ✓ GRT OR DATA/TELEPHONE OUTLET COMBINATION FLOOR BOX rZO, I-0 PM -I PLUGMOLD 0 Liz IAF `Z 0 0 DUPLEX FLOOR RECEPTACLE GOMBINATION TELEPHONE/DATA FLOOR OUTLET TELEPHONE FLOOR OUTLET GRT OR DATA FLOOR OUTLET PANELBOARD SWITCHBOARD DISCONNECT SWITCH, NON-FUSED DISCONNECT SWITCH, FUSED TRANSFORMER MOTOR CONTROLLER COMBINATION MOTOR CONTROLLER t DISC. 51e1. MOTOR COMBINATION LIGHT EXHAUST FAN TIME CLOCK METER -{[moi DISCONNECT SWITCH t FUSE (DIAGRAMMATIC) CURRENT TRANSFORMER; CT'S (DIAGRAMMATIC) CIRCUIT BREAKER (DIAGRAMMATIC) O O THERMOSTAT PAGER OR 111516 SPEAKER PHOTOCELL RECESSED FLUORESCENT FIXTURE SURFACE OR PENDANT FLUORESCENT FIXTURE FLUORESCENT STRIP FIXTURE y 1 FLUORESCENT WALL BRACKET FLUORESCENT ON EMERGENCY CIRCUIT Q DOWNLIGHT FIXTURE WALL MOUNTED FIXTURE Q. WALLWASH FIXTURE ® EMERGENCY FIXTURE TRACK LIGHTING EXIT SIGNS; WALL, CEILING MOUNTED. EMERGENCY BATTERY PACK FIXTURE o-❑ POLE MOUNTED OUTDOOR FIXTURE 5 SWITCH, SINGLE POLE 52 TWO POLE SWITCH S3 THREE WAY SWITCH S4 FOUR WAY SWITCH SK KEYED SWITCH So DIMMER SWITCH SP SWITCH WITH PILOT LIGHT STO THERMAL OVERLOAD SWITCH AFF ABOVE FINISHED FLOOR AG ABOVE COUNTER E EXISTING TO REMAIN EG EMPTY CONDUIT GFI GROUND FAULT CIRCUIT INTERRUPTER EWH ELECTRIC WATER HEATER &ND GROUND N NEW DEVICE OR EQUIPMENT NL NIGHT LIGHT RL RELOCATED DEVICE OR EQUIPMENT U.O.N. UNLESS OTHERWISE NOTED WEATHER PROOF FIRE HORN WITH STROBE LIGHT MANUAL FULL STATION SMOKE DETECTOR HEAT DETECTOR CEILING MOUNTED FIRE ALARM SPEAKER REMOTE LAMP FIRE ALARM STROBE LIGHT DUCT DETECTOR MOTION SENSOR FIRE/SMOKE DAMPER MEItR NEMA 3R 50/3 DISCONNECT • PANEL 'A' VOLTAGE MLO FEED THRU 120 / 208 V A.I.C. 3 0 4 W FLUSH MAIN BUS 50/3 X 10,000 SURFACE X 125 A TYPE DESCRIPTION BKR CIR LOAD (VOLT AMPS) / PHASE CIR BKR DESCRIPTION TYPE A B C LH INTERIOR LIGHTING 20 1 690 300 2 20 TIME CLOCK M H UNIT HERATERS 20 3 1000 500 4 20 EXTERIOR LIGHTING L H DOOR OPENER 20 5 1000 0 6 20 SPARE H EF -I 20 7 1200 0 8 20 SPARE SPARE 20 9 0 0 10 20 SPARE H BB -I 20 11 600 0 12 20 SPARE R RECENT. 20 13 1080 0 KVA TOTAL FACTOR A 14 20 SPARE M RESTROOM 20 15 LIGHTING 0.9 150 0 0.9 125% 16 20 SPARE 1.1 14 EWH 20 17 0.0 100% 0.O 0.0 1650 0 18 20 SPARE OD 0.0 SPARE 20 19 0 0 HVAC/MOTOR 0.0 00 15 20 20 SPARE 0.0 15 SPARE 20 21 15 00 0 0 00 1.9 22 20 SPARE 0.0 0.0 SPARE 20 23 0.0 OD 0.0 0.0 0 0 24 20 SPARE 100% 00 LOAD TYPE CONNECTED 3210 3250 3250 DEMAND KVA TOTAL 15 KVA TOTAL FACTOR 3.9 A B C ALL PHASES 45 A B C ALL PHASES LIGHTING 0.6 15 0.0 2.1 125% 01 1.9 0.0 2b RECEPTACLE (10KVA OR LESS) 1.1 OD 0.0 1.1 100% 1.1 00 0.0 1.1 RECEPTACLE (OVER 10KVA) 0.0 OA 0.0 0.0 50% 0.0 0.0 0.0 0.0 HVAC/MOTOR 13 1.0 06 29 100% 13 1.0 0.6 2.9 MOTOR(LARGEST) 0.0 0.0 10 10 125% 0.0 OA 13 13 KITCHEN EQUIPMENT 0.0 0.0 0.0 0.0 100% 0.0 OA 0.0 0.0 MISCELLANEOUS 03 09 11 2.1 100% 03 Ob 11 2.1 TOTAL KVA 33 33 33 9.8 TOTAL KVA TOTAL AMPS 3.4 3b 35 10.5 285 302 292 293 LEGEND L = LIGHTING R = RECEPTACLE H = HVAC / MOTOR K = KITCHEN M = MISCELLANEOUS • CONTROL CIRCUIT VIA TIME CLOCK. ELECTRICAL SYMBOLS HOMERUN, SOLID 120/208 V, OPEN 211/480 V CIRCUIT; RUN CONGEALED IN WALL OR CEILING - - - - CIRCUIT; RLN CONGEALED IN FLOOR OR GRADE -0 CONDUIT RISER; TURNED UP, TURNED DOWN SINGLE LEVEL SWITCH CABLE, LENGTH AS REQUIRED CABLE WHIP ACCEMBLY TO RECEPTACLE, POWER FEED CABLE ASSEMBLY, LENGTH AS REQUIRED EXTENDER GABLE, LENGTH A5 REQUIRED SWITCHED CABLE AC/,EMBLY, LENGTH AS REQUIRED POWER DISTRIBUTION BOX, * INDICATES 11 OF CIRCUITS Q JUNCTION BOX; CEILING OR HALL P B PULLBOX SIMPLEX RECEPTACLE DUPLEX RECEPTACLE 4P DOUBLE DUPLEX RECEPTACLE DUPLEX RECEPTACLE ON DEDICATED CIRCUIT SPECIAL RECEPTACLE - A5 NOTED ON PLANS ✓ TELEPHONE OUTLET ✓ GRT OR DATA OUTLET ✓ GRT OR DATA/TELEPHONE OUTLET COMBINATION FLOOR BOX rZO, I-0 PM -I PLUGMOLD 0 Liz IAF `Z 0 0 DUPLEX FLOOR RECEPTACLE GOMBINATION TELEPHONE/DATA FLOOR OUTLET TELEPHONE FLOOR OUTLET GRT OR DATA FLOOR OUTLET PANELBOARD SWITCHBOARD DISCONNECT SWITCH, NON-FUSED DISCONNECT SWITCH, FUSED TRANSFORMER MOTOR CONTROLLER COMBINATION MOTOR CONTROLLER t DISC. 51e1. MOTOR COMBINATION LIGHT EXHAUST FAN TIME CLOCK METER -{[moi DISCONNECT SWITCH t FUSE (DIAGRAMMATIC) CURRENT TRANSFORMER; CT'S (DIAGRAMMATIC) CIRCUIT BREAKER (DIAGRAMMATIC) O O THERMOSTAT PAGER OR 111516 SPEAKER PHOTOCELL RECESSED FLUORESCENT FIXTURE SURFACE OR PENDANT FLUORESCENT FIXTURE FLUORESCENT STRIP FIXTURE y 1 FLUORESCENT WALL BRACKET FLUORESCENT ON EMERGENCY CIRCUIT Q DOWNLIGHT FIXTURE WALL MOUNTED FIXTURE Q. WALLWASH FIXTURE ® EMERGENCY FIXTURE TRACK LIGHTING EXIT SIGNS; WALL, CEILING MOUNTED. EMERGENCY BATTERY PACK FIXTURE o-❑ POLE MOUNTED OUTDOOR FIXTURE 5 SWITCH, SINGLE POLE 52 TWO POLE SWITCH S3 THREE WAY SWITCH S4 FOUR WAY SWITCH SK KEYED SWITCH So DIMMER SWITCH SP SWITCH WITH PILOT LIGHT STO THERMAL OVERLOAD SWITCH AFF ABOVE FINISHED FLOOR AG ABOVE COUNTER E EXISTING TO REMAIN EG EMPTY CONDUIT GFI GROUND FAULT CIRCUIT INTERRUPTER EWH ELECTRIC WATER HEATER &ND GROUND N NEW DEVICE OR EQUIPMENT NL NIGHT LIGHT RL RELOCATED DEVICE OR EQUIPMENT U.O.N. UNLESS OTHERWISE NOTED WEATHER PROOF FIRE HORN WITH STROBE LIGHT MANUAL FULL STATION SMOKE DETECTOR HEAT DETECTOR CEILING MOUNTED FIRE ALARM SPEAKER REMOTE LAMP FIRE ALARM STROBE LIGHT DUCT DETECTOR MOTION SENSOR FIRE/SMOKE DAMPER MEItR NEMA 3R 50/3 DISCONNECT • • CONTROL CIRCUIT VIA TIME CLOCK. PANEL 120/208V,34,4W 50A EPO HOFFMAN ENCLOSURE NEMA -3R GASKETED WITH LOCKABLE COVER 6 INCH CONCRETE PAD FUEL ELECTRICAL RACK ELEVATION SCALE. NONE _ ROUND ROD MINIMUM 6' APART GRADE FUEL ISLAND ONE LINE DIAGRAM NO SCALE Isc CALCULATIONS - FUEL POINT I. AT THE TRANSFORMER; Ix, 14,607 POINT /2, AT THE WEATHERHEAD; Learl 25 053 M • I / N1 •I/ Ix • 14 x PJt (source) • A x SC (same) / L -L Volts x Ito Foato x 14600 A / 206 x 729 I • 053 • 093 055 x 14607 A • 6106 1,11//..... 41, 0.ET _ 35418 o�FSS/ONAIEaGtLL DETAILS, SCHEDULES & NOTES SAR BUILDING / FUEL ISLAND GARFIELD COUNTY MAINTENANCE FACILITY RIFLE, COLORADO By: JLNW Date: 01/21/02 Scale: AS NOTED Job No: 02314 COREY Sheet: Electrical Engineering, Inc. E-2 14202 East Evans Averse, Aurora, CO 80014 Phone (303) 696-1257, Fax (303) 696-1459 projectSOCOreyeng.com PANEL 'F' VOLTAGE MLO FEED THRU 120 / 208 V A.I.C. 3 0 4 W FLUSH X MAIN BUS 50/3 10,000 SURFACE 50 A TYPE DESCRIPTION BKR CIR LOAD (VOLT AMPS) / PHASE CIR BKR DESCRIPTION TYPE A B C L LIGHTING 20 1 900 0 2 20 SPARE H RAP •1 20 3 1500 0 4 20 SPARE H RAW 112 20 5 1500 0 6 20 SPARE SPARE 20 7 0 0 8 20 SPARE SPARE 20 9 0 0 10 20 SPARE SPARE 20 11 0 0 12 20 SPARE LOAD TYPE CONNECTED 400 500 500 DEMAND KVA TOTAL KVA TOTAL FACTOR A 6 C ALL PHASES A B C ALL PHASES LIGHTING 0.9 0.0 0.0 0.9 125% 1.1 0.0 0.0 1.1 RECEPTACLE (10KVA OR LESS) 0.0 00 0.0 0.0 100% 0.O 0.0 0.0 00 RECEPTACLE (OVER 1 OKVA) 0.0 OA OD 0.0 50% 0.0 0.0 OA 0.0 HVAC/MOTOR 0.0 00 15 13 100% 00 0.0 15 15 MOTOR(LARGEST) 00 15 00 15 125% 00 1.9 00 1.9 KITCHEN EQUIPMENT 0.0 0.0 OD OA 100% 0.0 OD 0.0 0.0 MISCELLANEOUS 0.0 OA 0.0 0.0 100% 00 0.0 0.0 0.0 TOTAL KVA 0.9 15 15 3.9 TOTAL KVA TOTAL AMPS 1.1 14 15 45 4.4 15.6 125 125 LEGEND L = LIGHTING R = RECEPTACLE H = HVAC / MOTOR K = KITCHEN M = MISCELLAtEAS • CONTROL CIRCUIT VIA TIME CLOCK. PANEL 120/208V,34,4W 50A EPO HOFFMAN ENCLOSURE NEMA -3R GASKETED WITH LOCKABLE COVER 6 INCH CONCRETE PAD FUEL ELECTRICAL RACK ELEVATION SCALE. NONE _ ROUND ROD MINIMUM 6' APART GRADE FUEL ISLAND ONE LINE DIAGRAM NO SCALE Isc CALCULATIONS - FUEL POINT I. AT THE TRANSFORMER; Ix, 14,607 POINT /2, AT THE WEATHERHEAD; Learl 25 053 M • I / N1 •I/ Ix • 14 x PJt (source) • A x SC (same) / L -L Volts x Ito Foato x 14600 A / 206 x 729 I • 053 • 093 055 x 14607 A • 6106 1,11//..... 41, 0.ET _ 35418 o�FSS/ONAIEaGtLL DETAILS, SCHEDULES & NOTES SAR BUILDING / FUEL ISLAND GARFIELD COUNTY MAINTENANCE FACILITY RIFLE, COLORADO By: JLNW Date: 01/21/02 Scale: AS NOTED Job No: 02314 COREY Sheet: Electrical Engineering, Inc. E-2 14202 East Evans Averse, Aurora, CO 80014 Phone (303) 696-1257, Fax (303) 696-1459 projectSOCOreyeng.com 1: \2000 \2000-1881 Foundation loyout,dwg Saved: rue, 01 Aug 2000 2.59pm Plotted Tue, 01 Aug 2000 3.00pm mharmon t 1 2- 3/4"0 X 3" ANCHOR BOLTS W/ 3" THREADED PROJECTION OUTSIDE FACE OF GIRT 8" STEMWALL - 4 1/4" 1/4" 1 11/16" 4 7/16" 7 3/4" -J 1'-0" i EXTERIOR FOOTING (TYP.) 4'-2 3/8" 6'-0" COLUMN DETAIL (NP.) PRELIMINARY NOT FOR CONSTRUCTION rSCHMUESER 1" = 1' 15'-4 1/2" — 4" 2'-3" 4 -6" 8- - 1'-11" 2'-3" 8" 8" STEMWALL #3 TIES 0 12" 4 1/4" 1'-0" 7 3/4" 8" 25'-1" SAWCUT CONTROL JOINT SLOPE - 2'-8" it 3'-0" 10'-0" ± POUR SLAB OVER ® DOORS (TYP.) 'PoSi APPROVEti sk-TOpons) GARFIELD COUNTY WILDING DEP 112:7-11—ftBy FIELD CO?Y on ic1 ON WRIKAIN r!#$'I ON cid a 544rS S ) S- . fizifo:r OUTSIDE FACE OF GIRT PILASTER DETAIL (NP.) 1"= 1' 0 491 1 11/16" 25'-0" 24' 0" 25'-0" 150'-2" 25'-0" - 24'-O" - 2'-61- 5'-0" T.O. CONCRETE ELEV=100'-0" INTERIOR FOOTING (TYP.) 4" TRENCHDRAIN T.O. CONCRETE ELEV=99'-10" SLOPE 1 /8"/FT (TYP.) SLOPE 1/8"/FT (TYP.) 6" CONCRETE SLAB ON 4" GRAVEL REINF. W/ #4 © 18" O.C. T.O. CONCRETE ELEV. = 100'-0" 1110• ' DRAIN (1) 4'-6" bh-kustito, „a -pato -low Coo Q , S I11 IC.,2O0z s 014 2- 3/4"0 X 3" ANCHOR BOLTS W/ 3" THREADED PROJECTION THICKEN SLAB TO 8" © OVERHEAD DOORS (TYP.) T.O. CONCRETE ELEV=100'-0" SLOPE SLOPL 4s 4 3 1/4" 1 11/16" -- r I 8" STEMWALL 4 7/16" 1'-0" — 1'-0" CCOLUMN DETAIL (TYP. SGm GORDON MEYER ENGINEERS SURVEYORS SCHMUESER GORDON MEYER INC" 118 W. 6th Street, Suite 200 Glenwood Springs, Colorado 81601 (970) 945-1004 (FAX (970) 945-5948) Aspen, Colorado (970) 925-6727 E-mail: engineer@sgm-inc.com 1" = 1' 1 6' -0" 1" DEEP SAWCUT CONTROL JOINT (TYP. EACH BAY) FILL WITH CAULK 1'- 55 W W or) 1 FOUNDATION PLAN 1/4" = 1 -0" 2- 3/4"0 X 3" ANCHOR BOLTS W/ 3" THREADED PROJECTION OUTSIDE FACE OF GIRT PILASTER DETAIL (TYP.) GARFIELD COUIVTY EQUIPMENT STORAGE BUILDING 1" = 1' 1 2 1/4" 8" STEMWALL 2 1/2" r re4 4'' • 2 1/4" 1 1 1 -0" —6"- 4" 1 r., 0„ COLUMN DETAIL (TYPE 1" = 1' NUM- BER REVISION DATE BY A FOR BIDS 8/1/00 MOH PILASTER DETAIL (TYP.) FOUNDATION PLAN AND DETAILS Job No. 1" 1' 2000-188 Drawn by: DH Date: 8/1/10 oc. IP�= foundation ia`youi 51 OF THIS DRAWING MUST BE PRINTED ON BLUE PAPER IN ORDER TO BE vALrO FOR GONSTRUCT/ON. ti COPYRIGHT 2000 SGM, INC. l: \2000 \2000-188 \ foundatron layout.dwg Saved: rue, 01 Aug 2000 3: 14pm Plotted• rue, 01 Aug 2000 3: l5pm mharmon 6" CONCRETE SLAB 2" CLEAR 25'-0" 24'-O" 150'-2" 25'-0" 24'-0" 25'-1" 4" PVC L — 1'-0" DRAIN GO AD 32- #4 X 7-0" 6" OC C� VHD DOORS (TYP.) 8" CONCRETE SLAB 1" CHAMFER #3 X 0 16" OC - 3" CLEAR 3'-0" 3'-0" SF CTIO\ @ OVERHI-A D1OOS (TY.) ,iz• . PRELIMINARY NOT FOR CONSTRUCTION CN (f) W LTJ 5" -1 CL L 6" CONCRETE S._.A3 ON 4" GRAVEL REI \IF. w/ #4 © 18" O.C. T.O. CONCRETE ELEV. = 10C-0" 11" 1/2" ISOLATION JOINT MAT'L 6" SLAB 1Ti SECTIO \ITER LI FOUNDATION PLAN 3' -0" 1/4" = 1'-0" 2" CLEAR - #5 CONT. T&B #4 X 2'-7" 0 4'-0" OC 3" CLEAR C COLUIV ES 1 ,7,& A 2 1 /2" = 1' S 2� L 10'-0" t 8" CL FOOTING 1/2" ISOLATION JOINT MAT'L 6" SLAB 1'-0" H 4" IIk;� PROVIDE 3/4" DIA. X 2'-O" PIPE INSULATION AROUND #5 TO ALLOW FOR VERTICAL SLAB MOVEMENT #3 TIES © 12" #5 0 12" -- \\_-4 1 #5X10I EACH 10'-0" INTERIOR PILASTER 2 #5 OR #6 T&B FROM STEMWALL r 3: CL 3'-0" EAR #5 © 12" 11" I FOOTING WIDTH (SEE SHEET S1) 4' -0" I\TF�IOR R SECTION (TYD.) r3-\\\ 1/2" = 1' 15'--4 1/2" 4"W X 12" DEEP TRENCH DRAIN - CAST IRON GRATE HS 20 LOADING 6" SLAB I— 4" (2) #4 CONT. S TRF 6" MIN. J #4 X 12" 12" 0 12" OC -CT1ON \CIIDRAI\ 1 /2" = 1' 1 S GM SCHMUESER 1.GORDON MEYER ENGINEERS SURVEYORS SCHMUESER GORDON MEYER INC. 118 W. 6th Street, Suite 200 Glenwood Springs, Colorado 81601 (970) 945-1004 (FAX (970) 945-5948) Aspen, Colorado (970) 925-6727 E-mail: engineer@sgm-inc.com GARFIELD COUNTY EQUIPMENT STORAGE BUILDING NUM- BER REVISION DATE BY A FOR BIDS 8/1/00 MDH FOUNDATION PLAN AND SECTIONS Job No. 2000-188 Drawn by: MDH Date: 8/1/00 S2 QC: PE: File. foundation layout OF 1 NIS DRAWING MUST BE PRINTED ON BLUE PAPER IN ORDER TO BE vAUD FOR CONSrROCT1 1.4 ELEVATIONS AND SECTION W/ DETAILS 01 Aug 2000 2 PRELIMINARY NOT FOR CONSTRUCTION METAL SIDING STANDING SEAM METAL ROOF 5' X 5' VENTS (5 EA.)(TYP.) TRIM TY =IIi_III- `7i111=114=11' 11IIiiII- 4'-2 3/8" II ii I! Ir - 11 X T MAN DOOR (RAISE 14"±) 0 0 0 (2) 3' X 7' DOUBLE DOORS (RAISE 14"±) STANDING SEAM METAL ROOF SOUTH ELEVATION 1/4 = 1'-0" 11-=111-:411----1. I l— Ex1STiNG 11-11.1 II 11=---111 FOUNDATION 5' X 5' VENTS (5 EA.)(TYP.) 3' X T MAN DOOR (RAISE 14"±) 4" TRIM r ) EXISTING FOUNDATION ISI. 11 1111;,_6, i I 1111_ 9'-10 1/4" NORTH ELEVATION 1/4" = 1'-0" ASSUMED 1:12 SLOPE 0.24" CROSS -BRACING BEYOND CORNER FLASHING (TYP.) ASSUMED 1:12 SLOPE II. -- 4" CORNER FLASHING (TYP.) METAL SIDING f I F-1 4[ -1IGII-�- iI I —III=di 77r Lo 6'-4 5/16 1H lr 11 111 I I 1 ' f liilf lllll1 1 -illi 9' X 10' OVERHEAD DOOR (RAISE 14"f) NOTES: GUTTER 8" PURLINS 0 2.15' ± INSULATION ASSUMED 1:12 SLOPE 4 1/2" INSULATED WALL PANELS 12'-1 3/16" 8 1/2" GIRTS (TYP.) ij11iT {l_ —ilk 1,_1` ,I1 1. ELEVATIONS AND BUILDING SECTIONS ARE EXISTING BUILDING SECTION 1/4" = 1'-U,. 2 1/2" SIDING OVERLAP i 13'-11 3/4" 1'-2" OUTSIDE FACE OF GIRT AND FOUNDATION WALL X 2" GALV. METAL EDGE ANGLE EXISTING FOUNDATION CONCRETE SLAB DERAIL (NP) ENGINEERS SG SURVEYORS SCHMUESER GORDON MEYER SCHMUESER GORDON MEYER INC. 118 W. 6th Street, Suite 200 Glenwood Springs, Colorado 81601 (970) 945-1004 (FAX (970) 945-5948) Aspen, Colorado (970) 925-6727 E-mail: engineer@sgm-inc.com GARFIELD COUNTY EQUIPMENT STORAGE BUILDING NUM- BER REVISION A FOR BIDS DATE 8/1/00 BY MDH GUTTER 4" INSULATED WA L PANELS 15'-2" Job No. 2000-188 Drawn by: MDH Date: 8/1/00 S. IPE. File: foundation la ou OF TmIS DRAWING MUST BE PRINTED ON BLUE PAPER IN ORDER TO BE VALID FOR CONSTRUCTION. COPYRIGHT 2000 SGM, INC, Tue, 01 Aug 2000 2:59pm Plotted: Tue, 01 Aug 2000 3:02pm mhormon 2000-188 \ foundation layout. dwg So PRELIMINARY NOT FOR CONSTRUCTION 4" CORNER FLASHING TYP. STANDING SEAM METAL ROOF M1111111111111111111111111IIIIIIUUM11111111fA11111111111111111111111111111111111111111111111111111111111111M11111111111111111111111111HIM IIIIM1111i1111111111111 1111111111111111111IIIIIIIIIHIM111111111111111111111 5' X 5' VENT (TYP.) 0.24" CROSS -BRACING BEYOND 11111111111111111HIIMM1111111111111111 0 4" CORNER FLASHING (TYP.) EXISTING FOUNDATION RELOCATED CROSS -BRACING FROM BAY 5-6 1-11 11 ITT T] [TI 1 T [UT TRIM ate' (T ff'.) 11 3' X T MAN D0OR .- (REMOVE y 11111111 10 13/16" 3' X 10' VENT SCHMUESER GORDON MEYER ENGINEERS SURVEYORS SCHMUESER GORDON MEYER INC. 118 W. fith Street, Suite 200 Glenwood Springs, Colorado 81601 (970) 945-1004 (FAX (970) 945-5948) Aspen, Colorado (970) 925-6727 E-mail: engineer@sgm-inc.com 11111111111 1 7 X 7 VENT 4'-6" WEST ELEVATION 1/8" = 1'- INSTALL NEW 16' X 12' /� OVERHEAD DOOR (TYP) 5 LOCATIONS 111111111iIi11j 25'-0" 4'-6" 111111111101111 EXISTING FOUNDATION x 5' VENT (TYP.) 3' X 3' DUCT 111111111111111 JThii- Hill Y X 10' VENT ' X 2' VENT EAST ELEVATION 1/8" = 1'-0" GARFIELD COUNTY EQUIPMENT STORAGE BUILDING STANDING SEAM METAL ROOF 0.24" CROSS -BRACING BEYOND (RELOCATE TO BAY 1-2) METAL SIDING METAL SIDING NOTES: NUM- BER REVISION DATE BY A FOR BIDS 8/1/00 MDH 1) ELEVATIONS AS SHOWN ARE EXISTING 2) INDICATES PENETRATIONS TO 3E COVERED WITH SIDING TO MATCH EXISITNG ELEVATIONS Job No. 2000-188 Drawn by: MDH Date: 8/1/00 54 QC: [PE File: foundation /a out OF COPYRIGHT 2000 SCM, OUTSIDE FACE OF FRAME/ INSIDE FACE OF GIRT 00 OUTSIDE FACE OF GIRT 6 1/8" 4" (2) 3" X 8" C 3" 4 15/16" 1 9/16' 8" STEMWALL N. N_ 8" in 2- 3/4"0 X 1' / 3" ANCHOR BOLTS W/ 3" THREADED PROJECTION 1 9/16" PRELIMINARY NOT FOR CONSTRUCTION COLUMN DETAIL TYP) 1" = sr' M SCHMUESER GORDON MEYER ENGINEERS SURVEYORS 00 20'-1 1/2- 40' 3" 20'-1 1/2" INTERIOR FOOTING (TYP.) 24'-4" 11'-6" POUR SLAB OVER 0 DOORS (TYP.) 8" 4- #5 L 6" CONCRETE SLA3 ON GRADE REINFORCED W/ 1.5 LB FIBERMESH PER C.Y. - 1'-9" 3' 6" { 1'-9' 8" 8" 1 1/2" CLEAR (TYP.) #3 TIES 012" 1' 8" STEMWALL S5 1'-0" PILASTER DETAIL (TYP) 1" = 1' 40' -3" 8" L -- 4" FOUNDATION PLAN 1/4" = 1'-0" OUTSIDE FACE OF FRAME/ INSIDE FACE OF GIRT 2- 3/4"0 X 3" ANCHOR BOLTS W/ 3" THREADED PROJECTION EXTERIOR FOOTING (TYP.) 8 1/2" 8" STEMWALL 3 11/16" 1'-0" 1-0" 5 1/16" GB5) COLUMN DETAIL (TYP) SCHMUESER GORDON MEYER INC. 118 W. 6th Street, Suite 200 Glenwood Springs, Colorado 81601 (970) 945-1004 (FAX (970) 945-5948) Aspen, Colorado (970) 925-6727 E-mail: engmeer@sgm-rnc.com GARFIELD COUNTY VEGETATION MANAGEMENT BUILDING 1" = A B 8" STEMWALL #3 TIES 12" 1 1/2" CLEAR (TYP.) NUM- BER A FOR BIDS REVISION DATE 8/1/00 BY MOH - 5 i 1'-0" i 1'-0" PILASTER DETAIL (TYP) 1" = 1' FOUNDATION PLA1. AND DETAILS 4' Job No. 2000-188 Drown by: MDH Dote.. 8/1/00 S5 OC: File: IPE: foundation la out OF NOTE: THS DRAWING MUST BE PRINTED ON BLUE PAPER IN QROER TO BE VALID FOR CONSTRUCTjON, COPYRIGHT 2000 SCM, INC. NUM SER A 1 FOR BIDS rue, 01 Aug 2000 2:59pm Plotted. rue, 01 Aug 2000 3.02pm mhormon / \2000\2000-1881foundation layout.dwg Saved �1 tt9/16" I 1 9/16" J T 3 1/16" 2- 3/4"0 X 3' ANCHOR BOLTS W/ 3" THREADED PROJECTION 6 1/8" (2) 3" X 8" C " STEMWALL 1/2" ISOLATION JOINT MAT'L COLUMN DETAIL (TYP) A C 1" = 1' 3' 6" 3'-0" 4'-0" l PILASTFSECT 0\ © CI- N T f- R L I- S 1 & 3 (-7,3 6 6 1/2" = 1' O 1/2" ISOLATION JOINT MAT'L DILASTESECTION C 0 TER LINE B PRELIMINARY NOT FOR CONSTRUCTION 1/2" = 1' 4'—O" c� #5 56 PILASTER DETAIL (TYP) 1/2" ISOLATION JOINT MAT'L L 6" SLAB #3 T1ES 0 12" �I 1'-3" 0 12" 1" = 1' A C 2- #5 CONT. T&B #4 X 2'-7" 3'-O" 4'-O" OC 4' 6" CLEAR #5 0 12" P I LAST C: -NTE 4'-O" -R SECTION 1 /2" = 1' 1/2" ISOLATION JOINT MAT'L 1 S ECT O\ STE WALLS (TPS.) 1/2" = 1' 0.36" CROSS -BRACING BEYOND MOTORIZED LOUVERS STANDING SEAM METAL ROOF 4" CORNER FLASHING (TYP.) iii -IIS .IiI :� 1111!1 II --.r'. tlP- 0.36" CROSS -BRACING BEYOND STANDING SEAM METAL ROOF 5'-1 7/16" -- - METAL SIDING /r -- 3' X 7' MAN DOOR 3' X 6' WINDOW NORTH ELEVATION 1/4" = 1'-0" MOTORIZED LOUVERS 1 11 11I I I ,I ' II !I I �I iI i1 1 I1 1l I 11 1 11II tI 11 11 a Ii II 1111 it 11 I'`ii1 ' it it i+ #I ii di 1i Ii II 1 11 � it 1, #i i 1 i 1� Ii�I1 4" CORNER FLASHING (TYP.) iii -IIS .IiI :� 1111!1 II --.r'. tlP- 0.36" CROSS -BRACING BEYOND STANDING SEAM METAL ROOF 5'-1 7/16" -- - METAL SIDING /r -- 3' X 7' MAN DOOR 3' X 6' WINDOW NORTH ELEVATION 1/4" = 1'-0" MOTORIZED LOUVERS 1 II ! II II II 11I I I ,I ' II !I I �I iI i1 1 I1 1l 1l li 1 E' 11 1 11II tI 11 11 a Ii II II II , it 11 i ' it it i+ #I ii di 1i Ii II 1 11 � it 1, #i 4" CORNER FLASHING (TYP.) NOTES: 'l- -III it 111-11 l — -i 11r- .I 1 I —111—III— t' 10'-5 1 /8" — Y) I ' 1 PIPE PENETRATION 3'-8 3/8" `- 3' X 6' WINDOW 1. ELEVATIONS AS SHOWN ARE EXISTING. 1,I; PIPE PENETRATION r 4" TRIM (TYP.) 3'-8 3/8" Pik PENETRATION SOUTH ELEVATION 1/4" = 1'—G'' 2. f/, INDICATES PENETRATIONS TO BE COVERED ";,7 TO MATCH EXISTING. r ENGINEERS SURVEYORS SCHMUESER IL_ GORDON MEYER SCHMUESER GORDON MEYER INC. 118 W. 6th Street, Suite 200 Glenwood Springs, Colorado 81601 (970) 945-1004 (FAX (970) 945-5948) Aspen, Colorado (970) 925-6727 E-mail: engineer@sgm-inc.com GARFIELD COUNTY VEGETATION MANAGEMENT BUILDING 4'-4 3/16" 3` X 6' WIND 10'-5 1/8" OW PIPE PENETRATION REVISION DATE BY 8/1/00 MOH ELEVATIONS O1►' S 2'-5 1/2" METAL SIDING Job No. 2000-188 Drawn by: del DH Date: 8/1/00 ac.. IPE.• File: foundation layout OF 1 ID FOR CONSrRUcnON. m NOTE- THIS DRAWING MUST BE PRINTED ON BC UE PAPER /N ORDER COPYRIGHT 2000 SGM, INC. 12 max 305 mm 7-9 160-230 mm WATER CLOSETS 12 min 18 455 mm 12 min * Where space permits, extend grab bar on transfer side. 1370 mm 42 min 36 max 0) 430-485 mm ANSI 4.17 '100 TOILET PAPER DISPENSER