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HomeMy WebLinkAboutThe Knolls at Hillcrest Booster Pump Station Design CONSTRUCTION PLANS FOR THE KNOLLS AT HILLCREST C, ca BOOSTER PUMP STATION DESIGN CITY OF BOZEMAN, MONTANA DECEMBER 2oo6 SCHEDULE OF DRAWINGS SHEET# SHEET NAME BOOSTER PUMP STATION LOCATION VICINITY MAP GI TITLE SHEET SCALE:1"=400' Cl NOTES AND ABBREVIATIONS = C2 CIVIL SITE AND PAVING PLAN C3 GRADING PLAN C4 UTILTTY PLAN C5 SECTIONS AND DETAILS Ml PUMP ROOM PLAN +��_■ M2 PUMP ROOM SECTION A _ M3 PUMP ROOM SEC B&FITTING CALLOUT TABLE � M4 MECHANICAL DETAILS --- i� a 13J�w■� I■ j ��� ■■o■11r■ HPl BELOW SLAB-PLUMBING MM - -- ---- — ■ inn HP2 FLOOR PLAN-PLUMBING ■ ■F�i1■�/ Rol rmAu}' HP3 FLOOR PLAN-HEATING AND VENILATION ■�M�■�� L J HP4 HEATING AND PLUMBING DETAILS KAOY BINDy`• VS -' 1 sa'/ �Lb' HP5 HEATING AND PLUMBING SCHEDULES BOOSTER PUMP STATION SITE D El LIGHTING PLAN PROJECT LOCATION E2 POWER PLAN E3 ELECTRICAL ONE-LINE DIAGRAM THE KNOLLS AT HILLCREST BOOSTER PUMP STATION DESIGN PROJECT E4 SCADA SYSTEM I/O DIAGRAM GENERALLY CONSISTS OF CIVIL,BOOSTER PUMP,ELECTRICAL,MECHANICAL, ❑ E5 MOTOR CONTROL SCHEMATICS STRUCTURAL,AND ARCHITECTURALINFRASTRUCTURE IMPROVEMENTSFOR E6 ELECTRICAL DETAILS AND LEGEND THE BOOSTER PUMP STATION WITHIN THE KNOLLS AT HILLCREST SUBDIVISION. E7 ELECTRICAL SCHEDULES THE BOOSTER PUMP STATION IS REQUIRED TO PROVIDE DOMESTIC AND FIRE SERVICE AT THE RATES AND PRESSURES REQUIRED BY THE CITY OF BOZEMAN Sl.l FOUNDATION PLAN AND THE MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY(MDEQ). IMPROVEMENTS FOR THE CITY OF BOZEMAN PARKS PROPERTY LOCATED S2.1 ROOF FRAMING PLAN WITHIN THE BOOSTER PUMP STATION LOT WILL BE SUBMITTED UNDER S3.1 DETAILS SEPARATE COVER. S4.1 TYPICAL DETAILS S4.2 GENERAL NOTES AND TYPICAL DETAILS 0 N AO.1 COVER SHEET o CIVIL BY PC ENGINEERING LTC'. BOOSTER PUMP UESIGN By HKI.I ENGINEERING.INC CLEC,RIGAL BY RITTER ENGINEERING MECHANICAL DEMON BY THREE_RIVERS ENGINEEIIING.INC= STRUCTURAL BY BEAUDETTE CONSULTING ENGINEBIS: ARCHITECTURAL DESIGN BY PLACE ARCHITECTURE LLC: Al.l SITE PLAN Three Rivers -+� PER RITTER ENGINEERING A2.1 MAIN FLOOR PLANcap= 2612 Selvig bane ngIneerIng, InC. �t� PLAC E A4.1 EXTERIOR ELEVATIONS I ENGINENG Billings,MT59102 - Z McChesney Professional Bldg Mechanical, Electrical, Energy A4.2 EXTERIOR ELEVATIONS 601 Nikles Or,Suite 2 (4o6)651-8741 3991 Valley Commons Drive Bozeman,MT 59715 B E A U D E T T E A R C H I T E C T U R E _ _ A$.1 BUILDING SECTIONS Bozeman,NIT 59718 Phone:(406)586-8834 Bozema2050 n,MT Drive9715 Pax: 406 6582�9008 8 C O N S U L T I N G Fax: (406)586-1730 A6.1 WALL SECTIONS&DETAILS o: (406)586-9922 ENOINEERS.INC. W A9.1 DETAILS o !n N :```O*�'O� 1ffq•i9? ;.,O�N '!N9� CrN9� `o°s• ODOFN M T NT 'T" ONTA g 0.a � KEVIN R.RDGK JOHN T THOMAS co i'IkACKSHA •� �cf JOHNSON 'z� 'v RITTER ;z� TETRAULT =_ `• R.BEAUDETTE 57461 PE pIW =_�•`. 14863 PE '�� =0�`9, No.6362PE `tu: 10951 PE %A'• 5566 E iWz 70 � v 1 nc''�2`� �F•'�ea,na \2`�s 2 moo••• _�� 4r` c rxsce IFS••,o, .s G 1� -.`r 1� , 5 F••.Nf.IS A ' ryss�o........�� HSFD':ARO� -s G'VAl ,A 0 i &atilt Jacl,sts P.E.-PC Engineerrg,LLC Kevin Jd .-P.E. HKM Engrsnng Inc. Scott Ritter,P E. Rttla Erv—ng Ja T.TWII.A.P E.-R..Rues Eng—mV Inc. Tom Bwxww le,P.E. B.We ft.C NWg Enpneele D.,MCL-gMm-Place Arcl,l ,e LLC REVISION DATE: BY: BLDGREVISED IMIT THE KNOLLS AT HILLCREST Y ® NOT TO SCALE 1v151zoo6 Ba BLDG PERMIT INTAKE SHEET 12/22/2008 BCJ RESPONSE TO CITY ENG.DEPT. o 01I25J2007 BCJ RESPONSE TO CITY PLANNING BOOSTER PUMP STATION DESIGN G1 Bozeman Deaconess PROJECT ENGINEER: BCJ DESIGNED BY: BCJ 12I10P2007 BCJ RECORD DWG"ASBUILT SET' Health services CHECKED BY: TSM DRAWN BY: BCJ TITLE SHEET PROJECT NO: 06-008 DATE: DECEMBER 22,2006 s ABBREVIATIONS GENERALNOTES WATERNOTES SANITARY SEWER NOTES D ABAN. ABANDONED E EAST OR EXTERNAL DISTANCE K. KIPS R RANGE,RADIUS OR RISE m 1. ALL WORK SHALL CONFORM TO THE MONTANA PUBLIC 1. ALL WORK SHALL CONFORM TO THE MONTANA PUBLIC 1. ALL WORK SHALL CONFORM TO THE MPWSS LATEST EDITION ADJ. ADJUSTED OR ADJACENT EA. EACH RCP REINFORCED CONCRETE PIPE WORKS STANDARD SPECIFICATION(MPWSS)LATEST WORKS STANDARD SPECIFICATION(MPWSS)LATEST AND COB MODIFICATIONS TO THE MPWSS LATEST EDITION. AGG. AGGREGATE ESMT. EASEMENT L LENGTH OF CURVE,OR ANGLE IRON RD. ROAD EDITION AND CITY OF 80ZEMAN MODIFICATIONS TO THE EDITION AND CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS LATEST EDITION. MPWSS LATEST EDITION. 2. ALL GRAVITY SANITARY SEWER PIPING 4 INCH IN DIAMETER o ANSI AMERICAN NATIONAL STANDARDS INSTITUTE ER EASTBOUND LB. POUND RDL. RADIAL O APPROX. APPROXIMATE E.C.R. END CURB RETURN L LENGTH OF CIRCULAR CURVE RDWY. ROADWAY 2- EXISTING CONDITIONS SHOWN ARE PER THE PROJECT 2. ALL WATER LINES SHALL HAVE A MINIMUM OF 6.5 FEET OF TO 15 INCH IN DIAMETER SHALL BE SDR 35 AND MEET ASTM C. SITE SURVEY PROVIDED BV ALPINE SURVEYING INC.SEE COVER OVER THE TOP OF PIPE. MAINTAIN A MINIMUM OF D-3034 STANDARDS.ALL GRAVITY SEWER PIPING 18 INCH IN ARCH. ARCHITECT E.G. EXISTING GRADE LENG. LENGTH OR LENGTHEN I RECORD SURVEY CONTROL NOTES THIS SHEET AND SHEET C2 FOR 18 INCH VERTICAL CLEARANCE BETWEEN CROSSINGS OF DIAMETER TO 27 INCH IN DIAMETER SHALL BE SDR 35 AND N MEET ASTM F679 STANDARDS. SERVICE LINE PIPING SHALL BE °f ASPH. ASPHALT EJ EXPANSION JOINT L.F. LINEAR FOOT REF. REFERENCE SURVEY CONTROL DESCRIPTIONS AND POINT LOCATIONS WATER LINE AND SANITARY SEWER LINES. MAINTAIN A 4 INCH DIAMTETER SCHEDULE 40 PVC. v ASTM AMERICAN SOCIETY FOR TESTING& ELEC. ELECTRICAL UN. LANE REINF. REINFORCEMENT PROVIDED BY ALPINE SURVEYING INC. MINIMUM OF 10 FEET HORIZONTAL CLEARANCE BETWEEN MATERIALS EL. ELEVATION LP. LOW POINT REQ'D REQUIRED WATER LINE AND SEWER LINES. 3. USE A NOMINAL LAYING LENGTH OF 20 FEET.SHORTER 3, THE CONTRACTOR SHALL VERIFY ALL EXISTING LENGTHS MAY BE USED ADJACENT TO BENDS OR OTHER AVE. AVENUE ELY. EASTERLY L.S. LAND SURVEYOR RET.W. RETAINING WALL CONDITIONS AND HORIZONTAL AND VERTICAL CONTROL 3. PROVIDE HORIZONTAL AND VERTICAL BENDS WHERE APPURTENANCES.FURNISH EACH PIPE LENGTH WITH A BELL AVG. AVERAGE EMS. EMBANKMENT LT. LEFT RP REFERENCE POINT OR RADIUS POINT PRIOR TO BEGINNING WORK. INDICATED-WHERE A POINT OF INTERSECTION DESIGNED TO PROVIDE A WATERTIGHT JOINT. (HORIZONTAL OR VERTICAL)IS SHOWN AND THE AWS AMERICAN WELDING SOCIETY E.P. EDGE OF PAVEMENT RT. RIGHT OR ROUTE 4. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES DEFLECTION ANGLE IS MORE OR LESS THAN A STANDARD 4, MAINTAIN A MINIMUM OF 18 INCH VERTICAL CLEARANCE AZ. AZIMUTH EQ. EQUAL MAINT. MAINTENANCE R/W RIGHT OF WAY IN WRITING AND SHALL BE RESPONSIBLE FOR SECURING BEND,USE A COMBINATION OF STANDARD BEND AND BETWEEN CROSSINGS OF SEWER LINES AND WATER LINES, THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE JOINT DEFLECTION OF PIPE TO MEET THE ALIGNMENT EW. END WALL OR EACH WAY MATL. MATERIAL BEGINNING EXCAVATION.A MONTANA 1-CALL SYSTEM SHOWN. MAXIMUM JOINT DEFLECTION IS 3 DEGREES OR MAINTAIN S MINIMUM OF 10 FEET HORIZONTAL CLEARANCE BAL, BALANCE EX. EXISTING MA MAXIMUM S SLOPE,SPAN,OR SOUTH EXISTS TO FACILITATE REQUESTS FOR UNDERGROUND THE MAXIMUM THAT IS RECOMMENDED BY THE PIPE BETWEEN SEWER LINES AND WATER LINES. X. B.C. BRASS CAP OR BOTTOM OF CURB EXC. EXCAVATION MDT MONTANA DEPARTMENT OF TRANSPORTATION SO STORM DRAIN FACILITY LOCATE INFORMATION.THE CONTRACTOR IS MANUFACTURER,WHICHEVER SMALLER. 5. ALL PIPE SLOPES SHALL BE CONSTANT BETWEEN ELEVATIONS B.C.R. BEGIN CURB RETURN EXT. EXTENSION OR EXTERIOR MECH. MECHANICAL SS SANITARY SEWER CAUTIONED THAT ALL UTILITIES ARE NOT INCLUDED WITH NOTED ON PLANS.CONTACT THE ENGINEER IF VARIANCE THE 1-CALL SYSTEM.THE 1-CALL DISPATCH NUMBER IS 4. PROVIDE THRUST BLOCKING AT ALL HORIZONTAL AND FROM ESTABLISHED LINE AND GRADE IS EQUAL TO OR BEG. BEGIN MI MEDIAN SB SOUTHBOUND 1-800424-5555. VERTICAL BENDS,AT CAPPED WATER LINES,AND AT TEE GREATER THAN%INCH OR IF VARIANCE DOES NOT RESULT IN BIT. BITUMINOUS OR BITUMEN FHWA FEDERAL HIGHWAY ADMINISTRATION MH, MANHOLE SCH. SCHEDULE FITTINGS IN ACCORDANCE WITH STANDARD DRAWING NO. A POSITIVE SLOPE. 5. OVERHEAD UTILITIES AND GUY WIRES WHICH INTERFERE 02660-1 OF THE COB MODIFICATION TO MPWSS. MEGA LUG BK. BACK OR BANK F FILL MIN. MINIMUM,MINERAL OR MINUTE SDWK. SIDEWALK WITH THE CONSTRUCTION SHALL BE REMOVED OR OR UNI-FLANGE JOINT RESTRAINTS MAY BE USED IN LIEU BLDG. BUILDING FD. FOUND OR FOOTING DRAIN MISC. MISCELLANEOUS S.E. SOUTHEAST RELOCATED BY THE UTILITY COMPANY. OF TIE RODS AND THRUST BLOCKS WHERE INSTALLATION 6. SEWER SERVICE CONNECTS TO NEW MAIN WITH A STANDARD OF THRUST BLOCKING WILL INTERFERE WITH OTHER WYE.NO TEES OR DOUBLE ARE ALLOWED. MAIN BLK. BLOCK FDN. FOUNDATION MKR. MARKER SEC. SECOND OR SECONDARY 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION. CONNECTIONS TO EXISTING MAINS SHALL BE MADE BY BLVD. BOULEVARD FE. FENCE M.L. MAINLINE SECT SECTION NECESSARY CONSTRUCTION PERMITS. TAPPING SADDLE. B.M. BENCH MARK FG FINISHED GRADE OR FRONT OF GUTTER MON. MONUMENT SF SQUARE FEET 5- ALL PIPING 12 INCH IN DIAMETER OR SMALLER SHALL BE 7. ALL SEWER MANHOLES UNLESS NOTED OTHERWISE ON BNDRY. BOUNDARY F.H. FIRE HYDRANT MPC MID-POINT OF CURVE SG SUBGRADE SITE GRADING AND PAVING NOTES CLASS 51 DUCTILE IRON PIPE IN ACCORDANCE WITH PLANS ARE 4'DIAMETER IN ACCORDANCE WITH STANDARD . BOT. BOTTOM FIG FIGURE MPWSS MONTANA PUBLIC WORKS SHT. SHEET 1. STOCKPILING OF AGGREGATES AND BACKFILL FOR SITE AW WA C151 NATIONAL STANDARDS. DRAWING NO 02720-3 OF THE COB MODIFICATION TO MPWSS, SR. BRIDGE FIN, FINISH STANDARD SPECIFICATIONS SIM, SIMILAR AND PAVING WORK SHALL BE LOCATED ON LOT 1 6. ALL TRENCH EXCAVATION AND BACKFILL FOR WATER 8. INSTALL PIPE LOCATING WIRE AND MARKING TAPE FOR ALL ADJACENT TO JOSEPHINE LANE AND KENYON DRIVE. LINES SHALL CONFORM TO THE COB MODIFICATION TO STORM DRAIN PIPING. BRG. BEARING FL. FLOW LINE IMANUAL ON UNIFORM TRAFFIC S.P. STAND PIPE OR STATE PLANE OBTAIN ENGINEERS APPROVAL IF ADDITIONAL MPWSS SECTION 02221. FLR, FLOOR CONTROL DEVICES SPA. SPACING STOCKPILING SITES ARE NEEDED. CLEAN AND GRUB 9. PROVIDE HORIZONTAL AND VERTICAL BENDS WHERE C CUT OR CLOSED VALVE FO FIBER OPTIC CABLE SQ, SQUARE STOCKPILE LOCATIONS PRIOR TO STORING AGGREGATES. T PROVIDE FIRE HYDRANT ASSEMBLY INCLUDING HYDRANT, INDICATED.WHERE A POINT OF INTERSECTION(HORIZONTAL SEE THE COB MODIFICATION TO MPWSS SECTION 02510 AUXILIARY VALVE&BOX,DRAIN GRAVEL AND CONCRETE OR VERTICAL)IS SHOWN AND THE DEFLECTION ANGLE IS CAC CRUSHED AGGREGATE COURSE F.P. FENCE POST N NORTH SS SANITARY SEWER FOR ADDITIONAL STOCKPILE REQUIREMENTS. THRUST BLOCK PER STANDARD DRAWING NO.026604 OF MORE OR LESS THAN A STANDARD BEND,USE A COMBINATION CALC. CALCULATED FIR FRONT OR FRONTAGE NB NORTHBOUND ST. STREET THE COB MODIFICATION TO MPWSS SPECIFICATIONS. OF STANDARD BEND AND JOINT DEFLECTION OF PIPE TO 2. FOR ASPHALT PAVING PROVIDE HOT MIX ASPHALT MEET THE ALIGNMENT SHOWN, MAXIMUM JOINT DEFLECTION CAN CABLE TV FT. FOOT OR FEET N.C. NORMAL CROWN STA. STATION CONCRETE BASE AND SURFACE COURSES WITH 8. NOTIFY COB WATER DEPARTMENT A MINIMUM OF CB. CURB FTG. FOOTING N.E. NORTHEAST STD. STANDARD CHARACTERISTICS,THICKNESS AND DENSITY ACCORDING 24-HOURS PRIOR TO START OF CONSTRUCTION.THE IS 3 DEGREES THE MAXIMUM THAT IS RECOMMENDED BY TO THE COB MODIFICATION TO MPWSS SECTION 02510. CONTRACTOR IS RESPONSIBLE FOR 24 HOUR ADVANCE THE PIPE MANUFACTURER,WHICHEVER SMALLER. C.B. CATCH BASIN FUT. FUTURE NG NATURAL GAS SPEC. STANDARD SPECIFICATIONS CONSTRUCT BASE COURSE ON PREPARED SUBGRADE WRITTEN NOTICE TO ALL AFFECTED CUSTOMERS OF A 10. ALL TRENCH EXCAVATION AND BACKFILL FOR SEWER LINES CDTN. CONDITION FWY. FREEWAY NL. NAIL STK. STAKED OR STAKE WITH AGGREGATE GRADATION ACCORDING TO THE JOB WATER MAIN SHUT DOWN. C&G CURB&GUTTER FW. FIRE WATER NLY. NORTHERLY STL. STEEL MIX FORMULA STATED IN THE COB MODIFICATION TO SHALL CONFORM TO THE COB MODIFICATION TO MPWSS MPWSS SECTION 02510. 9 CONTACT COB PUBLIC WORKS DEPARTMENT FOR SECTION 02221. CF. CUBIC FEET NO. NUMBER STR. STRUCTURE OR STRAIGHT . EXISTING OR NEW VALVE WORK ON THE COB WATER C.I. CURB INLET OR CAST IRON G GAS N.W. NORTHWEST SUBO. SUBDIVISION 3. DO NOT PLACE ASPHALT PAVING UPON A SURFACE WHICH SUPPLY.ALL WET TAPS TO WATER MAINS IN USE SHALL 11. THE CONTRACTOR SHALL VERIFY TIE IN LOCATIONS,LINE AND GRADE OF EXISTING SEWER LINES PRIOR BEGINNING NEW CIE. CAST IN PLACE GA. GAGE SURV. SURVEY IS FROZEN OR THAT HAS A TEMPERATURE OF LESS THAN BE MADE BY THE COB WATER DEPARTMENT AT THE SEWER LINE TRENCH,NOTIFY THE COB PUBLIC WORKS 32 F.DO NOT PLACE PAVING DURING RAINFALL OR IN CONTRACTORS EXPENSE.VALVE CONTROLS ON THE COB DEPARMENT PRIOR TO EXCAVATION. CL. CLASS OR CLEARANCE GAL. GALLON OIS OFFSET S.W. SOUTHWEST OR SIDEWALK STANDING WATER. WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL CLF CHAIN LINK FENCE GALV. GALVANIZED O.C. ON CENTERS OR OVERHEAD CROSSING S.Y. SQUARE YARD ONLY. 12. ALL PIPE IS TO BE TESTED AFTER BACKFILL IS COMPLETED, C/L CENTERLINE G.L. GAS LINE O.D. OUTSIDE DIAMETER 4. APPLY A BITUMINOUS TACK COAT AT ALL LOCATIONS BUT BEFORE ANY SURFACE RESTORATION OR STREET WHERE ASPHALT PAVEMENT ABUTS ANY BUILDING 10. THE CONTRACTOR SHALL VERIFY TIE IN LOCATIONS,LINE SURFACING. THE CONTRACTOR IS RESPONSIBLE FOR CMP CORRUGATED METAL PIPE GR. GRADE OH. OVERHANG OR OVERHEAD T TOWNSHIP,TANGENT LENGTH STRUCTURE,UTILITY APPURTENANCE OR OTHER AND GRADE OF EXISTING WATER LINES AND VALVES CO. COUNTY OR COMPANY G.R. GUARDRAIL OPP OPPOSITE TAN. TANGENT PAVEMENT TYPE IN ACCORDANCE WITH THE COB PRIOR TO BEGINNING NEW WATER LINE TRENCH.NOTIFY FINDING AND REPAIRING ALL BREAKS AND LEAKS REVEALED MODIFICATION TO MPWSS SECTION 02502. THE COB PUBLIC WORKS DEPARMENT PRIOR TO THE THE TESTS. CONTRACTOR SHALL PERFORM ALL TESTS IN C.O. CLEAN OUT GIRD GRID TBC TOP BACK OF CURB THE PRESENCE OF THE FIELD ENGINEER OR THE OWNER'S COB CITY OF BOZEMAN GRND. GROUND P, POWER CABLE,PIPE OR PRIMARY TE. TOP ELEVATION 5. THE CONTRACTOR SHALL VERIFY LINE AND GRADE OF EXCAVATION. REPRESENTATIVE. COMP. COMPACTION GR.SEP. GRADE SEPARATION PG. PAGE TEL TELEPHONE AREA TO BE PAVED PRIOR TO PAVING OPERATIONS, 11. PROVIDE BACKFLOW PREVENTION AT THE POINT OF SURVEY CONROL NOTES CON CONNECTION OF ANY TEMPORARY SYSTEM.CLEAN ANDC. CONCRETE G.S. GRAVEL SURFACING PAVT. PAVEMENT TEL.C. TELEPHONE CABLE 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DISINFECT TEMPORARY AND NEW WATER SYSTEMS IN HKM PROVIDED LAT/LONG FOR HKMIICP 2006-1(SAME AS AS11) COND. CONDUIT GSP GALVANIZED STEEL PIPE P.B. PULL BOX TEL.P. TELEPHONE POLE NECESSARY CONSTRUCTION PERMITS. ACCORDANCE WITH THE COB MODIFICATION TO MPWSS LAT.= 45'39'56.10264°N CONN. CONNECTION GTR. GUTTER PC POINT OF CURVE(BEGINNING) TEMP. TEMPERATURE OR TEMPORARY SECTION 02221. LONG.= 111'01'26.38512"W 7. PROVIDE PAVEMENT MARKINGS AND MARKERS ELL.HT.= 4970.6048 if CONT. CONTINUATION G.V. GAS VALVE PCC POINT OF COMPOUND CURVE OR TR. TRACT ACCORDING TO THE COB MODIFICATION TO MPWSS STORM DRAINAGE NOTES CONST. CONSTRUCTION PORTLAND CEMENT CONCRETE TRANS. TRANSMISSION LINE OR TRANSITION SECTION 02581. PROVIDE PAVEMENT MARKINGS FOR ALL NEW GROUND COORDINATES FOR HKMIICP 2006-1(SAME AS COR, CORNER HOR. HORIZONTAL P.E. PROFESSIONAL ENGINEER T LENGTH OF TANGENT PEDESTRIAN CROSSINGS IN ACCORDANCE WITH 1. ALL WORK SHALL CONFORM TO THE MPWSS LATEST ASI1) STANDARD DRAWING 02581-1 OF THE COB MODIFICATION EDITION AND COB MODIFICATIONS TO THE MPWSS LATEST NORTHING= 519941,1091 if CORR, CORRECTED OR CORRUGATION HP. HIGH POINT OR HINGE POINT PEN. PENETRATION TYP. TYPICAL TO MPWSS. EDITION. EASTING= 1579016.6061 if COV. COVER HT. HEIGHT PERF. PERFORATED CITY ORTHO HT.= 4990.7228 if 3 CR. CRUSHED OR CREEK I HUB&TACK PI POINT OF INTERSECTION U.G. UNDERGROUND B. PROVIDE PEDESTRIAN RAMPS AS SHOWN ON PLAN IN 2. ALL CULVERTS,DRAINAGE DITCHES,AND DRAINAGE ACCORDANCE WITH STANDARD DRAWING 0252"OF THE STRUCTURES AFFECTED BY CONSTRUCTION SHALL BE THIS IS NOW THE ORIGIN FOR THE"PSEUDO-STATE PLANE a CTB CEMENT TREATED BASE H.W. HIGH WATER PL. PLACE,PLATE OR PLANT LINO UNLESS NOTED OTHERWISE COB MODIFICATION TO MPWSS. RESTORED TO ORIGINAL CONDITIONS,UNLESS GROUND COORDINATES"THAT ALPINE SURVEYING WILL USE CTR. CENTER HWY. HIGHWAY P.L. PROPERTY LINE OTHERWISE NOTED ON PLANS. FOR THE KNOLLS WEST SUBDIVISION. CULV. CULVERT PLAS. PLASTIC VC VERTICAL CURVE 9. CONCRETE FOR EXTERIOR SITE FACILITIES,INCLUDING NON COB STANDARD CURBS AND SIDEWALKS,PADS, 3. STORM DRAINAGE STRUCTURES,PIPING,AND DETENTION THE CONVERGENCE/ROTATION ANGLE FROM OLD TO NEW IS CV CHECK VALVE I INTERSTATE P.M.P. PERFORATED METAL PIPE VEH. VEHICULAR THRUST BLOCKING,FENCE POSTS,BOLLARD PONDS FOR THE KNOLLS AT HILLCREST HAVE BEEN 1°06'53"COUNTERCLOCKWISE ABOUT POINT#HKMIICP 2006-1 C.Y. CUBIC YARD I.C. INCIDENTAL CONSTRUCTION POC POINT ON CURVE VERT. VERTICAL FOUNDATIONS,RAMPS,AND UTILITY STRUCTURES SHALL DESIGNED TO INCLUDE RUNOFF FROM THE BOOSTER (SAME AS ASI1) BE IN ACCORDANCE WITH THE CAST-IN-PLACE CONCRETE PUMP STATION SITE.CONSTRUCTION PLANS FOR THE o7 N I.D. INSIDE DIAMETER POL POINT ON LINE V.P. VENT PIPE SPECIFICATION NOTED ON THE STRUCTURAL DRAWINGS KNOLLS AT HILLCREST WERE SUBMITTED UNDER TO FURTHER SIMPLIFY THE SYSTEM WE ARE RUNNING al DEPT. DEPARTMENT I.E. INVERT ELEVATION POS POINT ON SPIRAL VPC VERTICAL POINT OF CURVE AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF SEPARATE COVER. INTERNATIONAL FEET BOTH HORIZONTALLY&VERTICALLY. ZO OEFL, DEFLECTION IN. INCH POT POINT ON TANGENT VPI VERTICAL POINT OF INTERSECTION 3500 PSI AT 28 DAYS. DESC. DESCRIPTION INC. INCORPORATED OR INCREMENT POVC POINT ON VERTICAL CURVE VPT VERTICAL POINT OF TANGENCY 10. PROVIDE AN EXPANSION JOINT AT ALL LOCATIONS WHERE DET. DETAIL INCL. INCLUDED PP POWER POLE CONCRETE WALK AND CONCRETE PAVEMENT ABUTS w W WEST WIRE WATER OR WIDTH DETC, DETECTOR INT. INTERSECTION PROJ. PROJECT OR PROJECTED , , STRUCTURAL FOUNDATION,COLUMS,WALL,OR OTHERFIXED OBJECTS, O D.1. DROP INLET ITCH. INTERCHANGE PROT. PROTECT,PROTECTOR OR PROTECTION W/ WITH m DIA. DIAMETER INV. INVERT PT POINT OF TANGENT(END OF CURVE) W8 WESTBOUND DIST. DISTANCE OR DISTRICT I.P. IRON PIN PT. POINT W.L. WATER LINE DIP. DUCTILE IRON PIPE IRR. IRRIGATION PVC POLYVINYL CHLORIDE W.T. WATER TABLE p DP. DEEP PVT. PRIVATE W.V. WATER VALVE rn DR. DRAIN OR DRIVE JCT. JUNCTION pWR POWER(LINES) DT. DITCH J.P. JOINT USE POLE PVMT PAVEMENT YD YARD o DTL. DETAIL OR DETAILED JT. JOINT DWG. DRAWING QTY, QUANTITY XING. CROSSING 3 XSEC. CROSS SECTION 0 REVISION DATE: BY: REVISED FOR: Y WP®R0 THE KNOLLS AT HILLCREST SHEET t 12/15/2006 BCJ BLDG PERMIT INTAKE !n � NOT TO SCALE 12122/2006 BCJ RESPONSE TO CITY ENG.DEPT # C BOOSTER PUMP STATION DESIGN 01/25/2007 BCJ RESPONSE TO CITY PLANNING CK O I Bozeman Deaconess PROJECT ENGINEER: BCJ DESIGNED BY: BCJ 12110,2007 BCJ RECORD DWG"ASBUILT SET' 17461 1� o 3985\-l 11 lk,MT 5 7 Urivt % Boze"'e11,MPg9,JB Health services CHECKED BY: TSM DRAWN B": BCJ %"`A v NOTES AND ABBREVIATIONS (4o6)586-9922 PROJECT NO: 06-006 DATE: DECEMBER 22,2006 r I O O 1/16 CNH �� 1N m 11/21N PIPE J N North 0 NOTES: A N 1. SEE SHEET Cl FOR GENERAL NOTES,SITE GRADING AND J PAVING NOTES,AND SURVEY CONROL NOTES. ; I 2. SEE CONSTRUCTION PLANS FOR THE KNOLLS AT HILLCREST BY TBC PC,STA 1+85.74 -16.50 LOT 24 LOT 25 LOT 26 LOT 27 PC ENGINEERING UNDER SEPARATE COVER FOR SITE GRADING -,--_._-_ AND ROAD IMPROVEMENTS OUTSIDE OF THE BOOSTER PUMP I STATION DESIGN LIMITS OF WORK. ASI LOT 15 3. SEE JOSEPHINE LANE SECTION DETAIL ON SHEET C5 FOR ALUM• I SIDEWALK THICKNESS AND BASE COURSE.SEE ARCHITECTURAL DRAWINGS FOR SIDEWALK SCORING AND DETAILS. 4. INSTALL 6"THICK CONCRETE SIDEWALK BETWEEN GRIDS 2 AND 4 AND FROM THE FACE OF BUILDING TO THE BACK OF TBC PT,STA 1+38.77(+16.51 CURB. TBC COR,STA 0+65.88(-16.49 W 5. IN BOOSTER STATION SCOPE OF WORK INSTALL R7-8 DISABLED Z PARKING SIGN AND PAVEMENT MARKING IN ACCORDANCE J TBC,STA 0+65.88(0.00 WITH THE FHWA STANDARD HIGHWAY SIGN REGULATIONS. 6. 6-FOOT WIDE GRAVEL CLASS II PEDESTRIAN TRAIL IN PARK IMPROVEMENTS SCOPE OF WORK. SEE PARK IMPROVEMENTS R75' PLAN FOR THE KNOLLS AT HILLCREST UNDER SEPARATE w CATCH CURB,SEE NOTE 2 I COVER FOR ADDITIONAL INFORMATION. a_ 14.5' +00 T ADD 4925+00 FEET TO CONVERT THE ARCHITECTURAL AND 2 JOSEPHINE LANE 4 STRUCTURAL ELEVATIONS TO THE PROJECT DATUM LL ELEVATIONS SHOWN IN THE CIVIL PLANS, DISABLED PARKING TBC PC,STA 0+67.80(+16.52 C SIGNAGE,SEE NOTE 5 R5' 8. ALL STATIONING AND OFFSETS NOTED ARE JOSEPHINE LANE CL RAMP @ TBC SEE NOTE 9 SPILL CURB,SEE NOTE 2 - - - STATIONING AND OFFSETS UNLESS NOTED OTHERWISE. TA 0+91,75+37.76 15' -- - 9. INSTALL PEDESTRIAN RAMP PER C,0.8,STANDARD DRAWING TBC COR,STA 0+65.88(+16.51 35.75' R5' I NO.02529-8. C PC, - TBC PT,STA 0+72.77(+21.51 S A 1+3.77(+1.51 - 10. SURROUNDING LANDSCAPING INCLUDED IN PARK IMPROVEMENTS SCOPE OF WORK.SEE PARK IMPROVEMENTS TBC COP,STA 0+72.77(+3775 ORK T T PLAN FOR THE KNOLLS AR HILLCREST UNDER SEPARATE ........................... i COVER FOR ADDITIONAL INFORMATION. CONIC SIDEWALK SEE NOTE 3. 11. APPROXIMATE ELECTICAL SERVICE BOX LOCATION. REFER TO STA 0+73 ELECTRICAL DRAWINGS FOR ACTUAL SERVICE BOX LOCATION .14(+44.33) TBC PC I AND DETAILS SEE NOTE 12 ENE- TA 1.62+50(+16.50) �- I 12. BUILDING GRID A AND GRID 1 INTERSECTION LOCATION.SET p F 5p15 p;;. I STOP SIGN BUILDING GRID A PARALLEL TO JOSEPHINE LANE CENTERLINE. 111, - O I SEE NOTE 2 SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL GRID SEE NOTE 10 FOR- LAYOUT INFORMATION. 13. INSTALL SPLASH BLOCKS PER TYPICAL C.1.P CONC SPLASH `` BLDG LANDSCAPING` CLASS II PEDESTRIAN TRAIL(TYP) BOOS 1 EH PUMP STA I OG LOT 1• LOT 2 LOT 3 LOT BLOCK DETAIL ON SHEET C5.CENTER SPLASH BLOCKS ON SEE NOTE 6 DOWN SPOUT LOCATIONS SHOWN ON HEATING AND PLUMBING (_. 0 SHEET HP-2. CAST SPLASH BLOCK AGAINST CONCRETE FOUNDATION WALL. DRAINING SURFACE OF SPLASH BLOCK TO ' ZSPLASH BLOCK(TYP 2 LOC'S) II BE FLUSH WITH FINISH GRADE. P SEE NOTE 13 I J I 14, SEED ALL DISTURBED UNPAVED AREAS IN ACCORDANCE WITH TBC COR, MPWSS SPECIFICATION SECTION 02910. ELEC SERVICE BOX ' SEE NOTE 11 ( I TA 1+33.77(+37.76) LEGEND DEDICATED PUBLIC LIMITS SIDEWA V F WORK 5024 FINISHED GRADE MINOR(T)CONTOUR BEHIND SIDEWALK -5025- FINISHED GRADE MAJOR(5-)CONTOUR LINEAR PARK rn -•-•-•---•- LIMITS OF WORK v _ n 0 SURVEY CONTROL POINT LOCATIONS: / LIMITS OF WORK=UNO) j o TOM 1 1 N NORTHING= 519058.55' TBM 1 EASTING= 1579626.31' CITY ORTHO HT.= 4991,15' ASI-1 ASH Q NORTHING- 519941AV ALUMCAP EASTING= 6.61' O 4986,7 O HT.CITY ORTHO = 4986.71' R ASI-2 ASI.2 NORTHING= 519252.38' 0= ALUMCAP EASTING= 1578319.15' 0 CITY ORTHO HT.= 5027.82' O O 1/16 CNR Is CNR NORTHING= 519301.74' 11121N PIPE EASTING- 1578279.69' O CITY ORTHO HT.= 5031.36' o I ) 1 rn 0 m I � a REVISION DATE: BY: REVISED FOR: Y om ° ,W„5r2006 BCJ BLDG PERMIT INTAKE THE KNOLLS AT HILLCREST 12/22/2006 BCJ RESPONSE TO CITY ENG.DEPT. (a, SHEET O Scale in Feet O 0,252007 BGJ RESPONSE TO CITY PLANNING BOOSTER PUMP TATI N DE I NBozeman Deaconess � ,PROJECT ENGINEER: BCJ DESIGNED BY: BCJ 12/10=7 BCJ RECORD DWG"ASBUILT SET' n39B5 Valley..e. Commons Drive - SITE AND PAVING PLANGCHECKED BY: TSM DRAWN BY: BCJ Bozeman,MT 597LB(406)5R6-992zHealth Services PROJECT NO: 06006 DATE: DECEMBER22,2006 j LOT 14 0 N • m 11-71M1 I'I�'L 1 [III North m NOTES:1. SEE SHEET C1 FOR GENERAL NOTES,AND SITE a 0 OD GRADING AND PAVING NOTES,AND SURVEY CONTROL NOTES. NLOT 24 LOT 25 LOT 26 LOT 27 2. SEE CONSTRUCTION PLANS FOR THE KNOLLS AT nsl "HILLCREST BY PC ENGINEERING UNDER SEPARATE COVER FOR SITE GRADING AND ROAD IMPROVEMENTS o OUTSIDE OF THE BOOSTER PUMP STATION DESIGN ALUM AP OT 15 LIMITS OF WORK. I I 3. 6-FOOT WIDE GRAVEL CLASS II PEDESTRIAN TRAIL IN I PARKS IMPROVEMENTS SCOPE OF OORK, SEE PARK ui IMPROVEMENTS PLAN FOR KNOLLS AT HILLCREST Z I I UNDER SEPARATE COVER FOR ADDITIONAL INFORMATION. 4. ADO 4925.00 FEET TO CONVERT THE ARCHITECTURAL AND STRUCTURAL ELEVATIONS TO THE PROJECT DATUM ELEVATIONS SHOWN IN THE CIVIL PLANS. W ---- 5. APPROXIMATE ELECTICAL SERVICE BOX LOCATION. a I 5023.51 /.22. I o REFER TO ELECTRICAL DRAWINGS FOR ACTUAL o m r s SERVICE BOX LOCATION AND DETAILS. of 5022.24 LEGEND " 5o24.3a 5023.98 -41 5022se JOSEPH E 5024 FINISHED GRADE MINOR IV)CONTOUR AT--, 5022 L 5025 CLASS II PEDESTRIAN I 5022.98 78 FINISHED GRADE MAJOR(5')CONTOUR SEE NOTE 3 24.39 5023.36 5023.1 - - - - - - LIMITS OF WORK ae 'O 5023.67 5023� ---_ SURVEY CONTROL POINT LOCATIONS: 23 _. .......__ ...._.5024.84 TBM1519058 ----- NO RTHING= 1579626,3 502517 - TBM 1 EASTING= 4991,1 6.31' 5024. WORK AT TB 5023.98 5D24 i CITY ORTHO HT.= 4991.15' _ _ - - 4119 -_ .__. _ ____._--. ..- -_ 50242� 5194.11 ASI-1 ASH 5028.13 503534 502413 j ♦ NORTHING= 1579016.6 , I I I ALUMCAP EASTING= 1579016.61' CITY ORTHO HT.= 4986.72' '' �� 5024� -ry I AOR ' o ASI-2 NORTHING= 1578319.1 � ' F.F.=5025.00 I ALUMCAP EASTING• 5027.8 9.15' _+_ CITY ORTHO HT.= 5027.82' Y f N 1/16CNR }ONR 5825.O 1 LOT 2 dl h� , LOT LOT 3 LOT NORTHING 519301.74' ` 15025.98 BOOSTER PUMP STA LDG � I 11121N PIPE EASTING= 1578279.69' I _ CITY ORTHO HT.= 5031.36' I 26 5025.18 i SWALE WITH 3F�*f O ' S83ESL6PES ELEC SERVICE SO J II NOTE 5- LIMIT,$OE I E ATED P ' BEHIND SIDEWALK I 1 spa NE K 5030 I � ) 0 LIMITS OF WORK UNO 1 I o 31� ) i I � " I ''', F " K W O 0 O m 0 ' O 0 h a l v 3 o �o zo o REVISION DATE: "5BY: REVISED FOR: Y 12/152006 BCJ BLDG PERMIT INTAKE Tq 4 THE KNOLLS AT HILLCREST 12/222006 BCJ RESPONSE TO CITY ENG.DEPT. # WK SHEET f Scale in Feet 01252007 BCJ RESPONSE TO CITY PLANNING I(5 BOOSTER PUMP STATION DESIGN 0 o Bozeman Deaconess n � � c I PROJECT ENGINEER: BCJ DE810NED BY: BCJ 12/102007 BCJ RECORD DWG'ASBUILT SET' 17481 � m 3985\`alley Commons llrive _ o Bozn ZT-15g718 Health Services CHECKED O'. BCJ DRAWN BY: TSM GRADING PLAN (go6)586-ggz2 PROJECT NO: 06-006 DATE: DECEMBER 22,2006 A \ h 1/16 CNR 11/21N P IPE o n North A LOT 24 LOT 25 LOT 26 LOT 27 SSMH#2 UNDER SEPARATE COVER,SEE NOTE 2 - --- - NOTES: ASI STA 3(5.50'R)5022. RIM= 5 LOT 15 1. SEE SHEET C1 FOR GENERAL NOTES,WATER,STORM DRAIN, ALUM AP I.E.IN(S)(S)=5 5015.62 SANITARY SEWER,AND SURVEY CONTROL NOTES. I.E.IN(W)=5015.62 . = 2. SEE CONSTRUCTION PLANS FOR THE KNOLLS AT L17Y I.E IN(E) 5015.62 UTI BY I.E.OUT(E)=5015.42 PC ENGINEERING UNDER SEPARATE COVER FOR UTILITY INFORMATION BEYOND THE BOOSTER PUMP STATION LIMITS OF WORK, 3. ALL STATIONING AND OFFSETS NOTED ARE JOSEPHINE LANE w STATIONING AND OFFSETS UNLESS NOTED OTHERWISE. Z STA 1+10,91(-5.50) J INSTALL 90-ELBOW(8") -- — ---_ 4, APPROXIMATE ELECTICAL SERVICE BOX LOCATION, REFER TO SEE NOTE 2 ELECTRICAL DRAWINGS FOR SERVICE BOX LOCATION AND >- i -`-- DETAILS. I o INSTALL 8"CLASS 51 D-I.P. 5. DOMESTIC WATER SERVICE FOR THE BUILDING IS PIPED w WATER MAIN DIRECTLY FROM THE INTERNAL BOOSTER PUMP ROOM. SEE a_ SEE NOTE 2 MECHANICAL AND PLUMBING DRAWINGS FOR ADDITIONAL Q INFORMATION. SURVEY CONTROL POINT LOCATIONS: TB 1 S NORM THING= 519058.55, TBM 1 EASTING= 1579626,31' SSMH N3 CITY ORTHO HT.- 4991.15' STA 1+14.26(5.50'R) o ASI.1 RIM=5023.20 17 -9 I -- — --- =50 .16 ASI-1 I.E.OUT(E) NORTHING= 519941.11' ALUMCAP EASTING= 1579016.61' N�-2 4'SS SVC CONN CITY ORTHO HT.= 4986,72' 4"SS SVC T FROM BL .—.—.—.—.—.—.-5T,71iW(W - I.E.=501 80 ASI-2 SEE NOTE 2 I.E. BUDS=504 IW ASI-2 NORTHING= 519252.38' 1t ' EASTING= 1578319.15' 1 ALUMCAP CITY ORTHO HT.= 5027.82' ✓ 1/16 CNR 15 CNR NORTHING= 519301.74' '''010 F.F.=5025.00 11/21N PIPE EASTING= 1578279.69' """" ' _CITY ORTHO HT.= 5031.36' i1� f ` GARDCO BEVEL TOP BOLLARD O - R PUMPS S I A IOG LOT 1 LOT 2 LOT 3 LOT 4 BRIM26,42'TALL,50MH,120V,BLP,AND -- -----.- _--.._ HOGS TF 1"CONDUIT,TYP BOTH LOCATIONS 10'MIN CLR 8"W CONN 5'FROM BLDG SEE MECH FOR CONT. ' 10"W CONN 5'FROM BLDG —/' J STA 1+23.16(90.01•) SEE MECH FOR CONT. INSTALL 90'ELBOW(12") J ELEC SERVICE INSTALL 10"X12"REDUCER BOX SEE NOTE 4 ' INSTALL 10'GATE VALVE r 12"CLASS 51 D.I.P.W LIMITS OF WORK I' LIMITS OF WORK 1' SEE NOTE 2 DEDICATED PUBLIC i BEHIND SIDEWALK LINEAR PARK IRRIGATION CONDUIT f 1111101 FOR FUTURE CONN— _ SEE NOTE 2. LIMITS OF WORK=UNO) I N 0 Z 0 w N 0 l m o 1 c � 3 0 l 3 6 c ® ° 006 REVISION DATE: BY: R: THE KNOLLS AT HILLC REST z 12I15/2 BCJ BLDG BLDG PERMIT INTAKE Go' 1212=008 BCJ RESPONSE TO CITY ENG.DEPT. SHEET w Scale In Feet 011Y572007 BCJ RESPONSE TO CITY PLANNINGBOOSTER PUMP STATION DESIGN 3985 Valley Commons DriveBozeman Deaconess PROJECT ENGINEER: BCJ DESIGNED BY: BCJ 12/10P2007 BCJ RECORD DWG"ASBUILT SET' �� o Bozeman,M-1'5g718 CHECKED BY: TSM DRAWN BY: BCJ UTILITY PLAN (406)g39YzHealth Services PROJECT NO: 06-006 DATE: DECEMBER22.2006 v a i i j • - e. ' e - .. 4 .e e. _ • _ •.e e e •e. •. e' e e NEW SIDEWALK N OR TRAIL w Q 24"x60"TRUNCATED MAXIMUM RAMP > 3" 7, DOME PANEL SLOPE 0] BACK OF CURB 4' 2 1-1/2 FLOWLINE OF ?" GUTTER 9" 2" Typical Pedestrian Ramp TNTS I C.I.P. Conc Splash Block NTS 60'Right of Way -- - J -- J 30' CL --- 30' m B a a 13'-6" 33' 13 6" - 1 5' T-6" 2' 14'-6"Travel Way 14'-6"Travel Way 2' Boulevard Sidewalk 1 Sidewalk Boulevard Drive Over Concrete Drive Over Concrete " 2.0% 2.0% Spill Curb&Gutter Catch Curb&Gutter 9 ° 3.0% 3.0% 2.0% N _: __ ° t °o 0 o Qo 0 00 0° o 00 0 00 °o 0 00 0 °o 4"Thick Conc. ��,.,; a a ° 3" Sidewalk,6"Thick < at Driveways 4"Thick Conc. o Scarify and re-compact 12"of native subgrade 3"Asphaltic Concrete Sidewalk, 6"Thick 4"Crushed Gravel Geotextile fabric may be required Surface Course \ at Driveways N Leveling Course (to be determined in field by engineer) 4"Crushed Gravel L 6"Crushed Gravel Base o Notes: Course(3/4"Minus) Leveling Course o 1. Section shown for reference only. 12"Gravel Sub-base Course(4"Minus) o 0 2. Josephine Lane constructed with Knolls at Hillcrest Infrastructure Improvements. Typical Josephine Lane Section - For Reference NTS 3 c Y REVISION DATE.,: BY: REVISED BLDGPERMIT THE KNOLLS AT HILLCREST SHEET 12115/2006 BCJ BLDG PERMIT INTAKE N T q NOT TO SCALE 1=2am BCJ RESPONSE TO CITY ENG.DEPT. B OK 01125I2007 BOJ RESPONSE70CITYPLANNING =HA BOOSTER PUMP STATION DESIGN o Bozeman Deaconess "° 761PE c5 PROJECT ENGINEER: BCJ DESIGNED BY: BGJ 1?J101M7 BCJ RECORD DWG'ASBUILT SET' 'k o ;gy8,q VxHey Commons DO% _ _ _ SECTIONS AND DETAILS CHECKED BY: TSM DRAWN BY: BCJ ��F xSE° R('Zmxn,MT'59718 Health Services - U �;ii6�q86-gg2z PROJECT NO: O6-0OB DATE: DECEMBER 22,2008 , A / DESIGN CRITERIA r_ DOMESTIC PUMPS: 8'DIP; SEE CIVIL SHEETS OVERALL SYSTEM DESIGN FLOW: 512 GPM 9 139' TDH(60 PSI) OR CONTINUATION 3 PUMPS AT HP EACH PUMP REDUNDANT MOTORS: 7.5 HP EACH WITH VFD'S W I I u FIRE PUMPS: DESIGN FLOW: 1,650 GPM AT 70'TDH(30 PSI) 2, 100%PUMPS (- MOTORS: 40 HP,SOFT START,CONSTANT SPEED SEE SHEET M-3 FOR GENERAL i NOTES AND REQUIREMENTS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ;; + . 13 W12X30(SSD) QT.O.C.=100.8, 1 ; I Q I V) 21 1 ; 11 0 1122 11 JANROR 49 SF / v I - ISOLATION PAD (SEE STRUCT.) 15 I 6 I I ' 8 3 I I > � 4'HALF PIPE u i i 16 DRAIN THROUGH_ _ - - - 31 BASE PVC) -------- ------- ' GEN. AM ao A AT Low POINT I M_ 10 , I � U v — � I - 5 C- ✓ '0 FLOOR DRA N ' I 1 SHEET HP ; I 6 RESTROOM PT I 103 ' t I , , O 64 161 SF GENERATOR ROOM 89 ; 1 I ' I 269 SF T.O.C.100.5' 1 I ' ' - I PUMP ROOM 102 31 I " o , FLW DRAIN, I (SEE MECH) - FRMR 19 I a ' T.O.C.=101.1' 2 3 I , , LOUVER SD ATS SD - -N- L -I - - - - - - - - - - - - - - - - - - - - - - - 4- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 �; 3 .; • 4 B,IDIB C0161RICTDM uE 10"DIP; SEE CIVIL SHEETS FOR CONTINUATION o z a REVISION DATE: BY: REVISED FOR: t`1lpgtTgqpGi N ® 12I16 KRJ BLDGPERMRINTAKE , .N.....q..ti-- THE KNOLLS AT HILLCREST SHEET N6 122M KRJ RESPONSE TO CITY ENGR.DEPT. * E ENGINEERING Scale in Feet 12J102007 KRJ RECORD DWG"AS BUILT SET BOOSTER PUMP STATION DESIGN :r h,=Proheaional Bldg 601 IN Dr Dr,Suite 2 Bozeman Deaconess PROJECT ENGINEER: KRJ DESIGNED BY: KRJ �F;•, _•2`� M 1 Boxaman,MR 59715 CHECKED BY: DRAvnt BY: HV ��S' �P• PUMP ROOM PLAN 11 Phone:n,N S59715 ,� f•, Fax: 406)S66-1730 Health Services PROJECT NO: 06-006 DATE: DECEMBER 22,2006 1 ���iNiiHlldl SEE SHEET M-3 FOR GENERAL NOTES AND REQUIREMENTS 9.54' 15.96' 3.45' Ll 31 3 0 1 11 12 10 11 7 I 4 2.50X I I I I I I I I I 1 I I ----------------------------------- ------------------------------- ---i h------------------------- ----- ----------------------------------------- I I ------------------- -------------------- --------------------------------------------------------------------------------------------------------------------------------------- 8'DIP; SEE CINL SHEETS FOR CONTINUATION A SECTION M- SCALE :1'=2.00' Y q REVISION DATE: BY: REVISED PDR: IIT�r",- __ THE KNOLLS AT HILLCREST 12/15I06 KRJ BLOG PERMIT INTAKE ;`1Jp N,,,,,,A„'y'�� I M2106 KRJ RESPONSE TO CITY ENGR.DEPT. .��* EVl ':4` SHEET ENGINEERING Stele in Meet IVIOr0o7 KRJ RECORD DWG'AS BUILT SET' JO BOOSTER PUMP STATION DESIGN McChesney Professional Bldg Bozeman Deaconess _ E .„ 601 Nlkles Dr,Suite 2 PROJECT ENGINEER: KRJ DESIGNED BV: KRJ Bozeman,M586-88 =s``��=� °� PUMP ROOM - SECTIONA —2 Phone:(,WI 586-8834 CHECKED By: DRANM BY: NV _ ys/p"""`6�p�� Fax: (406)586-1730 Health Services PROJECT NO: 06-" DATE: DECEMBER22,2006 �����.........1 PIPING SCHEDULE NO. SIZE DESCRIPTION COMMENTS 1O 6" I EXPANSION JOIN] l�2 6" D.I. PIPE SEE NOTE i O 6" FLANGED COUPLING ADAPTER SEE NOTE 1 4 6" D.I. 90 DEG BEND SEE NOTE 1 O 6" BFV END CONNECTIONS AS SHOWN © 6"x8" CONCENTRIC REDUCER SEE NOTE 1 7 8" D.I. TEE SEE NOTE 1 ® 8" D.I. PIPE SEE NOTE 1 9O 6" FLOW METER W/ GROUNDING RINGS 10 8' FLANGED COUPLING ADAPTER SEE NOTE 1 11 8 BFV END CONNECTIONS AS SHOWN 1 8 SILENT CHECK VALVE 1 8" D.I. 90 DEG BEND SEE NOTE 1 14 8"x1O" REDUCER SEE NOTE 1 15 10" FLANGED COUPLING ADAPTER SEE NOTE 1 16 10" D.I. PIPE SEE NOTE 1 31 1 8"x10" D.I. TEE SEE NOTE 1 2 18 NOT USED 15 ---- 21 31 19 19 10" D.I. 90 DEG BEND SEE NOTE 1 (( !! ELEV. CL=103.19 @ 1/2" PRESSURE GAUGE SEE SPECS COMB. AIR VALVE (CAV) (W/ TAP SADDLE) (OP. PRESS. < 50 PSI) Q — —— SPLIT CASE PUMPS 1,650 GPM; 40 HP ELEV. cl=i0t.52 0 ---- PACKAGED BOOSTER PUMP SYSTEM ELEV. 100.77 ELEV. 100.60 24 ---- PIPE SUPPORT (TYP) e 10 4 ELEV. 100.00 01 10" 1 BFV END CONNECTIONS AS SHOWN 26 ———— PRESSURE TRANSMITTER SEE ELECTRICAL Q ---- PRESSURE TANK 44 GAL 1Y4" CONNECTION PIPE SADDLE CONN. TO PIPE, 1 Y4 GSP TO 8' TANK;DEFLECTION FITTINGS AS REQUIRED 1/2" SMOOTH—NOSED SAMPLING TAP ELEV. 96.5 3 29 10" BLIND FLANGE 30 1" PIPE SADDLE AND CORP STOP DOMESTIC WATER CONN. 12" E__� 31 1" AIR RELEASE VALVE (ARV) (W/ TAP. SADDLE) (OP. PRESS. < 20 PSI) 32 1/2" BALL VALVE MANUAL AIR BLEED a _ LL, NOTES n •e ] 1. DUCTILE IRON AND STEEL PIPE AND FITTINGS TO BE PAINTED. APPLY BY SPRAY EQUIPMENT UNLESS OTHERWISE APPROVED. PIPE AND FITTINGS SHALL BE FACTORY PRIMED WITH PRIMER COMPATIBLE WITH PAINT MATERIALS 8'DIP; SEE CIVIL SHEETS SPECIFIED IN SECTION 09800 OF THE SPECIFICATIONS. PREPARE SURFACES, PRIME AND PAINT PIPE AND FITTINGS FOR CONTINUATION 10'DIP; SEE CIVIL SHEETS 1 IN ACCORDANCE WITH SECTION 09800 OF THE SPECIFICATIONS. FOR CONTINUATION 2. ALL INTERIOR PIPING TO BE PRESSURE TESTED TO 125 PSI. (ISOLATE SUCTION SIDE PRESSURE GAUGE BEFORE TESTING TO PREVENT DAMAGE.) COORDINATE FIRE PUMP TESTING WITH CITY OF BOZEMAN FIRE DEPARTMENT(SEE SPEC SECTION 11310). 3. COORDINATE EXACT PIPE LENGTHS AND ELEVATIONS WITH EQUIPMENT SUPPLIED. 4. SEE SHEET HP-2 FOR BUILDING PLUMBING B SECTION C FITTING CALL-OUT TABLE M-3 SCALE :1'�2.00' — SCALE :NONE HOW ° REVI810NDATE. BY: REVISEDFITI ``111j .7 ,,, THE KNOLLS AT HILLCD 11N5J06 KRJ BLDG PERMIT INTAKE 11oN--....A. _ SHEET 2I22N6 KRJ RESPONSE G CITY ILTS DEFT. _ 4K \AN ''»= BOOSTER PUMP STATION DESIGN ENGINEERI Scale ID Feet 72H02007 KRJ RECORD DWG'AS BUILT SET' `v` s McChesney Professional Bldg Bozeman Deaconess �� 601 man,ik as Dr,S.9715 2 PROJECT ENGINEER: KRJ DESIGNED BY: KRJ —T' PUMP ROOM-SECTION B Bozeman,MT 59715 Phone:(4os)sa6-8834 CHECKED BY: DRAWN BY: HV �� _ V Fax: (4p81588-1730 Health Services PROJECT NO: OB-0OB DATE: DECEMBER22.2008 'i�ONAL,ji��`` FITTING CALL-OUT TABLE - _ ��q//IIIII r � SCH.40 GALV.STEEL COMBINED AIR/VACUUM _ OR AIR RELEASE VALVE 'U' BOLT PIPE SUPPORT (USE WHERE SPECIFICALLY I OUTE TO DRAIN V� REQUIRED) P BALL VALVE 17TH SCREWED ENDS. O 175 LB. SCH.BO GALVANIZED ,(` ADJUSTABLE PIPE SEE SPECIFICATIONS STEEL NIPPLES ` o SUPPORT 1'.B PIPE SADDLE ` MAIN A. NON-SHRINK GROUT � QP �\S S 1'MINIMUM ,,p•. 3'MINIMUM l( IusE a Bars rE DETAL — AR RELEASE VALVE (ARV/CAV) MK 1 PER SUPPORT MK-y IJM—3 NOT TO SCALE ADJUSTABLE PIPE SUPPORT APPROXIMATE DIMENSION IN INCHES PIPE SIZE 'A' •B' 'C' 'D' 'D' ANCHOR MINIMUM MAXIMUM BOLT DIA. 8 3 2-1 2 9 11-3 4 16-t 2 5,8 10 3 2-1/2 B 13-1 2 18-1 4 5 8 C DETAL — PIPE SUPPORT M-3 ADJUSTABLE PPE SUPPORT WITH OR WITHOUT 'U' BOLT NOT TO SCALE 11 �"0 PRESSURE SWATCH OR PRESSURE GAUGE(MIN. 3 1/2"DIA.CALIBRATIO IN APPLICABLE UNITS) L V WITH SNUBBER. ,` N 1/2"-1/4'300 LB.M.I. Al OR 3000 LB.F.S.GALV. BUSHING. 1/3'CAST IRON v ECCENTRIC PLUG VALVE 112' 3000 300 LB.M I OR G' .. v 000 LB.F.S.BUSHING GALV. NIPPLE SCH.80 GALV.STEEL NIPPL // E v 1'TAPPED CONNECTION DUCTILE IRON. tl F DETAL — PRESSURE GAUGE 3 NOT TO SCALE ® RE�B15106ION : BY: LDGPERMITI THE KNOLLS AT HILLCREST H O 12I15I06 KRJ BLDG PERMIT INTAKE JJ :N" '•� �� SHEET 12 22106 KRJ RESPONSE TO CITY ENGR.DEFT. E N G 1 N E E R I N G Scale 1n Feet 12MO 20D7 KRJ RECORD DWG'AS BUILT SETS =�• E �; BOOSTER PUMP STATION DESIGN MA McChesney Professional Bldg Bozeman Deaconess PROJECT ENGINEER: KRJ DESIGNED BY: KRJ -� _ y6 ?�� 601 Nlkles Dr,Suits 2 Bozeman,MT 56715 CHECKED BY: DRAWN BY: HV -. `•••"` ' ` MECHANICAL DETAILS Phone:(MN16)5864MM / �`` Faz: pW6)5WI730 Health Services PROJECT NO: D&006 DATE: DECEMBER 22,2008 I 1 2 3 4 5 6 I I I I I I I I I I I I - I - - I T T 1 - - - - - - T- 1 - - - T - I I I I i I SEE CIVI I I I FOR ONTINUA ION Sx�Q HP2 - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - - - - -L - - - - - - - - - - 1 00 I . 4" I I 1-1/2 U I I I i i ii li I I � � 1-1/2�.UP I II I ii ii I I I ii ii I I I ii ii � I I ii ii I I ii ii � I - - — — - - — — — — — — — — — — — — — — — — — - - — — — — — — — — — - - — — — — — — — I I I GAS SERVICE UP I I I TO METER. SEE SHEET HP-2. 1 2 3 4 5 6 1 BELOW SLAB — PLUMBING north THREE RIVERS - ° REVISION DATE BY: REVISED FOR: THE KNOLLS AT HILLCREST ENGINEERING, INC. 11NCH 1211012007 -- AS BUILT SHEET ""2050A� Fl FAIRWAY h"ER� s�.,e;°Fe�1 J T. BOOSTER PUMP STATION DESIGN 2050 FAIRWAY DRIVE TETRAULT ((((YYYY BOZEMAN,MT 59715 Bozeman DeaconessPROJECT ENGINEER:CLS DESIGNED BY:CLS l(�10951 PE � T T P_ 1 PH: 406-582-8288 CHECKED BY:CLS DRAWN BY: "J'/CNAL t' BELOW SLAB — PLUMBING 1^1 1 FAX:406-562-9008 Health ServicesPROJECT NO: 06-006 DATE: DECEMBER 22.2006 GENERAL NOTES: 1.)ALL VENTS, FLUES, COMBUSTION AIR PIPING AND EXHAUST DUCTS NOTED SHALL BE INSTALLED IN THE CUPOLA SHOWN ON THE ARCHITECTURAL DRAWINGS. PROVIDE ALL NECESSARY OFFSETS, TRANSITIONS AND MATERIALS FOR INSTALLATION. 2.)SLOPE ALL PIPING TO DRAIN. PROVIDE DRAIN VALVES AT ALL LOW POINTS. SYSTEM TO BE ABLE TO BE COMPLETELY DRAINED AND WINTERIZED. I D - 1-1/2" IRRIGATION PIPING WITH REDUCED It PRESSURE BACKFLOW 1 , PREVENTER. STUB BELO GRADE AND EXTEND TO LOCATION DIRECTED BY ' � GENERAL. I I I I I I I WATTS 009QT I � I � �i4� A 1-1/2" V.DN 1-1 HP2 - ---40 -V- O I i _ REMOTE FILL BOX WITH OFFS PIP G I I I _ GENERATOR) INSTALL UP TO E ING I i ; v u u BOTTOM 36" AFF. 1-1/4" - i - OIL PROVIDE 1" METER 11 ' I oD IT, 1-1/2" VALVES 1'J1/2- _ I I ;AND WIPIN FTER THE J ITOR 2 �I M ER. NECT TO I IPIN TUB. SEE t I EC ANICDRAWING T i I I ' T I d HP2 I I I MEWS RESTROOM I 3" RGE Y TANK VEN I ' I Nti I UP OUG RO F TERMINATE I I 4 e I I > 1-1/2" 003 1-1 4" TANK VENII 2"/ WITH P OVI E WITH UNIT. I I I THP.OUCH ROOF. ?ERMI - UP --- I V.DN WITH CAP PROVIDED WITH % V OFFSET TO CUP r r -----� I I i U PUMP OOM I _ ® I 1 I �� / --- IN ATTI 2v?UP.IN CUPID I ' T I -L, UR_1 QZ 1 I H 5 1/2• 3 I I RISE TO e HIP ARQVr I 1 ) (TYP)• I I I i LARGE SCALE i 1r1/4" ENERATOR ROOM UH i i ,I UR 1 - I LAN THIS SHEET I ' 1 I 108 2 i dR PLUMBING IN I I I u - I IS AREA I 2" I I I CRANE AND PIPIN I I I I I - G II - - - D -1 - - - - - - - - I- - -- NATO SERVICE BY 3�,�.; DS 1 1 I I I NORTHWESTERN ENERGY. W METER AND REGULATOR RATED PLUG VALVE OFFSET PIPING TO AV 01 FOR 100.000 BTU/HR, 7-W.C. INTAKE LOUVER. SEE 1 `1 3 CONTRACTOR TO ARRANGE FOR 4 5 6 SERVICE. FLOOR PLAN — PLUMBING ir. 2 LARGE SCALE PLAN — PLUMBING north HP-2 1/2"=1'-O" north THREE RIVERS 0 REVISION DATE: BY: REVISED FOR: ENGINEERING, INC. ,INCH 1211012007 - AS-BUILT ��NT AN . THE KNOLLS AT HILLCREST SHEET ME2050F IRWAY RIVL.ENERGY S`a'e'°Feet J T. BOOSTER PUMP STATION DESIGN 2050 FAIRWAY DRIVE i118l07 CLS REVISED WATER SERVICE TETRAULT BOZEMAN.MT 59715 Bozeman Deaconess PROJECT ENGINEER:CLS DESIGNED BY:CLS 10951 PE HP-2 PH: 406582$288 CHECKED BY:CLS DRAWN BY: ' FLOOR PLAN — PLUMBING FAX:40fr582.9008 PROJECT NO: 06-006 DATE: DECEMBER 22,2006 / 'q�- 1 2 3 4 5 6 I 1 I I I I I I I I I I I I I I I I A - T - I I I I I I EXHAUST LOUVER. LOUVER SHALL BE COMPLETELY REMOVABLE FQ I I ALLOW FOR GENERATOR REMOVAL.EE I I I PEQUS SEMENTSFOR ADDITION AL 60x84 MOTORIZED PER - 72x24 r - - - - - - - - - - - - -I- - - - - - - - - - - - L , I �� on 72x24 EUH I H-1 ii ii I I i T II I I D CIP i UIAP goo JANI I I I Mb IZED 2 1 PER IS ATTICi i i 1 I I 4" GENERATOR EXHAUST UP. OFFSET TO I CUPOLA - - -- CUPOLA AND TERMINATE I ABOVE ROOF ACCORDING TO --ABOVE R MANUFACTURERS INSTRUCTIONS. UH 4 i MANI FACT 8"0 UP TO R VERIFY EXACT ON WITH ARCHITEC . I I U 11 IN A C 5 2 H I I 3" AND VENT ET 0 TO a � � I 2 I CONCENTRIC BOX. OFFSET TO ) CUPOLA AND TERMINATE 1 ABOVE ROOF ACCORDING TO I job I MANUFACTURERS INSTRUCTIONS, NERATOR ROOM T 3" EF I I 08 CONC 111 ,M 'S CUPOLA AIDO E MINATE ' I ABOVE ROQP AC ORIDING TO i EN'S RE OM I MANUFACTURERS INSTRUCTIONS. 103 I I i \ - - 72"x12" MOTORIZED -- - - - - - - - - - - - � -24`xT6' MOTORIZED- - - - - - - - - - - - - -24k72 DAMPER. TURN DUCT 172x72� I DAMPER. TURN DUCT I I I UP. UP. �d (2) 6x10 CA DAMPERS. 1 2 INSTALL TWO DUCTS, ONE 3 4 5 6 12" AFF AND ONE 12" ,_. BELOW CEILING. INTERLOCK WITH GENERATOR. TAP OUTSIDE GENERAL NOTES: AIR PLENUM SEPARATE FROM LARGE DAMPER. 1.) DUCTWORK SHALL BE GALVANIZED SHEET METAL. RECTANGULAR DUCTWORK SHALL BE INSULATED WITH 1" DUCT LINER (R-5 MINIMUM). ROUND DUCTWORK SHALL BE T FLOOR PLAN - HEATING AND VENTILATION INSULATED WITH 1-1/2" DUCTWRAP. 2.) INSULATE GENERATOR EXHAUST PIPING AS LISTED IN THE SPECIFICATIONS. north 3.) ALL VENTS, FLUES, COMBUSTION AIR PIPING AND EXHAUST DUCTS NOTED SHALL BE INSTALLED IN THE CUPOLA SHOWN ON THE ARCHITECTURAL DRAWINGS. PROVIDE ALL NECESSARY OFFSETS, TRANSITIONS AND MATERIALS FOR INSTALLATION. THREE RIVERS REVISION DATE BY REVISED FOR: ENGINEERING,INC. INCH 1 211 012 00 7 ASBUILI o�AT AN THE KNOLLS AT HILLCREST MECHANICAL.ELECTRICAL,ENERGY D ScaleinFeet J SHEET T. BOOSTER PUMP STATION DESIGN 2050 FAIRWAY RIVE TEfRAULT Bozeman Deacons 10951PE HP- 3 BozEMAN,MT 5971 5 PROJECT ENGINEER:CLS DESIGNED BY:CLS PH: 406-582$288 DBY:CLS DRAWN BY: t\ FLOOR PLAN HEATING AND VENTILATION FAX:406.582.9008 PROJECT NO: D6-006 DATE: DECEMBER 22,2006 /C1'`IAL FINISHED 1" TO 1-1/2" FLOOR CLEANOUT PLUG, SEE AFTER METER ELEVATION SPEC. FOR FLOOR TYPE 1" 1-1/2" REDUCED PRESSURE WATER METER BY BACKFLOW PREVENTOR CITY OF BOZEMAN WATTS 009QT OR EQUAL 16" SQUARE BY 6" DEEP WASTE LINE, CONC. PAD, TROWEL SMOOTH 1" BALL VALVE UNION (TYPICAL) LENGTH TO SUIT AND EDGE 1-1/2" PRESSURE 1" WATER SUPPLY REDUCING VALVE 1/8 C.I. BEND SEE MECHANICAL DRAWINGS FOR CONNECTION POINT PRESSURE GAUGE f� WASTE LINE 1-1/2" BALL VALVE 1/8 O .. 1-1/2" CW TO BUILDING OCCURS N I OUT AT END OF PIPE AIR GAP FITTING LINE. WITH BRASS PLUG TO FLOOR DRAIN DETAIL NOT USED WATER SERVICE DETAIL 2 FLOOR/GRADE CLEANOUT DETAIL HF4 NO SCALE HP-4 NO SCALE FLUE CAP HP-4 NO SCALE AIR SIM SIM.) SUPPORT ROD ROOF/CEILING TO STRUCTURE THIMBLE (Np) SEISMIC CABLE 3/8" THREADED C SEISMIC CABLE. AT EACH ATTACHED TO STRUCTURE CORNER � ROD SUPPORT CEILING PROVIDE WHERE REQUIRED AT EACH CORNER SEE PLANS FOR /\ BY CODE. ADDITIONAL FLUES, PROVIDE H EATHER VENTS AND DUCTS FLAPPER AT E EXHAUST CLEVIS TYPE IN CUPOLA, FIELD OUTLET. PIPE HANGER NEOPRENE —` VERIFY EXACT LOCATIONS. I VIBRATION ISOLATOR SINGLE WALL FLUE z AND COMBUSTION AIR GALV. SLEEVE 6" MIN LENGTH z zz z i GAS FIRED PIPING SEALED WITH 20 GAUGE ® ALL SUPPORT POINTS HIGH TEMPERATURE i i �/ UNIT HEATER SILICONE AT ALL JOINTS. z OFFSET TO CUPOLA. UNION PLUG RIGID INSULATION INSERTS VALVE ® ALL SUPPORT POINTS DRIP LEG 3 PIPE SUPPORT DETAIL 5 GAS UNIT HEATER DETAIL- PIPE NO SCALE HP-4 NO SCALE OFFSET TO C ROOF THIMBLE. F E 3' AIR SEE ARCH. DRAW SPACE BETW EN AND PIPE INSULA110N G JERATOR MUFFLER BY OTHERS CW (IN) THERMOMETER HW (OUT) — INSTALLED BY MECHANICAL �' (NP) BALL VALVE MD (TYPICAL) MD I MOTORIZED DAMPER INSTALL EXHAUST 1-1/4" TANK VENT FLEXIBLE CONNECTOR. EXHAUST LOUVER. INSTALL IN C 3 4" T&P VALVE TO ROOF WITH VENT FLEXIBLE DUCT ANGLE REMOVALON OF THEME TO LOUVERLLOW FOR 1 / CAP PROVIDED WITH UNIT CONNECTION MD REPLACEMENT OF THE GENERATOR. I, 12" DEEP FULL INTAKE �� SIZE OUTSIDE 3" EMERGENCY VENT EXHAUST DUCTWORK SHALL BE PROVIDE SEISMIC BRACING LOUVER AIR PLENUM TO ROOF WITH VENT INSTALLED WITH DUCTMATE TYPE AS REQUIRED BY CODE. (LINED) CAP PROVIDED WITH BOLTED FLANGES TO ALLOW FOR UNIT REMOVAL OF GENERATOR. ANGLE IRON SUPPORT MD �� MOTORIZED DAMPER PROVIDE INSULATED SHEET METAL 3/4" COPPER (NP) EMERGENCY GENERATOR BLANK OFF BELOW LOUVER. PROVIDE DRAIN TO MOP BOLTED ANGLE IRON FRAME FROM THE SINK, BASE TANK FLOOR TO THE BOTTOM OF THE LOUVER CONCRETE FLOOR SLAB TO ALLOW FOR COMPLETE REMOVAL OF INSTALL PER MANUFACTURERS INSTRUCTIONS SEE STRUCTURAL DRAWINGS THE LOUVER AND THE BLANK OFF PLATE. FINISHED FLOOR. FOR GENERATOR PAD SEAL THE JOINTS WATER TIGHT. PRIME THE BLANK OFF PLATE WITH FINAL PAINT BY GENERAL GAS WATER HEATER DETAIL _ - HP-4 NO SCALE GENERATOR SECTION 2" FUEL FILL LINE TO REMOTE LL BOX. A PROVIDE METAL BRAIDED TYPE VIBRATION ISOLATOR LISTED FOR USE WITH DIESEL FUEL H P-4 112"=l'-0" THREE RIVERS REVISION DATE: BY REVISED FOR: pN T A N THE KNOLLS AT H I LLCREST ENGINEERING, INC. ilNCll zno/zoo7 As-BUILT 0 SHEET MWHA50F ELECTRICAL ENERGY Scale in Feel BOOSTER PUMP STATION DESIGN _ 2050 FAIRWAY DRIVE 1118/07 CLS REVISED WATER SERVICE T0951 PT BOZEMAN.MT 59715 Bozeman Deaconess PROJECT ENGINEER:CLS DESIGNED BY:CLS 10951 PE k H P 4 PH: 406-582-8288 CHECKED BY:CLS DRAWN BY: �C•tJAL HEATING AND PLUMBING DETAILS FAX:406582-9008 PROJECT NO: 06-006 DATE: DECEMBER 22.2006 C B A i i i VERIFY TRb 1S ARRANGEMENT WITH GENERAL/STRUCTURAL EXHAUST LOUVER. MD INSTALL IN TRUSS FRAMING F COORDINATE WITH GENERAL AND STRUCTURAL FOR ADDITIONAL 24x72 FRAMING. PAN DUCTS AROUND VERTICAL MEMBERS AS REQUIRED. 72x24 op 72x24 x MOTORIZED DAMPER-- AAA EF 2 - I THREE LING, INC. -- o REVIS012007 E BY: REVISED FOR: �pNTA y THE KNOLLS AT HILLCREST ENGINEERING, I iINCH, 1zrlorzoo� AS BUILT SHEET MECHANICAL.E-RICAI.FNFRGI • J T • Scalein Feet BOOSTER PUMP STATION DESIGN 2050 FAIRWAY DRIVE a y� TETRAULT H P 4A BOZEMAN,MT 59715 OZerilari DeaCOl1CS. PROJECT ENGINEER:CLS DESIGNED BY:CLS 10951 PE PH: 406_582-9008 CHECKED O:CLS DRAWN BY: \ HEATING AND PLUMBING DETAILS FAX:406582-9008 PROJECT NO: 06-006 DATE: DECEMBER 22,2006 ���'VAL UNIT HEATER SCHEDULE WATER HEATER SCHEDULE ELECTRICAL OPERATING STORAGE HEATING ELECTRICAL MARK MANUFACTURER MODEL. STYLE HEATING OUTPUT UNIT ALTITUDE CONTROL AMPS/ NOTES MARK MFR MODEL WEIGHT FUEL CAPACITY INPUT RECOVERY WATER I NOTES TYPE POWER EFF.(%) (FEET) VOLT/PH WATTS LBS TYPE GALLONS GPH TEMP VOLTAGE AMP UH SUSPENDED i EK 1 LENNOX TUA045SNAFI UNIT HEATER GAS 45.0 I 82.0 4500 T-STAT 120/l/60 3.0 FLA (1) AO SMITH DEL-6 85 ELECTRIC 6 1.5 KW 8 120 208/1 7.2 1 - - UH SUSPENDED - -- - ---- 2 LENNOX TUA045SNAF1 UNIT HEATER GAS _ 45 0 82.0 4500 T-STAT 120/l/60 3.0 FLA 1 EUH SURFACE BUILT IN MPERATURE AND PRESSURE RELIEF. 1 QMARK CWH1202DS _ _ UNIT HEATER ELECTRIC 1500 W 1.00.0 4500 _ T-STAT 208/l/60 7.3 FLA EUH SURFACE BUILT IN 2 QMARK CDF-548 UNIT HEATER ELECTRIC 13.7MBH 100.0 4500 TSTAT�208/3/60 4.0 KW 3 GENERAL NOTES: 1.)SEPARATED COMBUSTION GAS UNIT HEATER. PROVIDE COMPLETE WITH WALL/CEILING MOUNTING BRACKET AND CONCENTRIC VERTICAL VENTING- 2.)PROVIDE WITH BUILT IN DISCONNECT,SURFACE MOUNTING FRAME AND BUILT-IN THERMOSTAT. 3.)PROVIDE WITH BUILT IN DISCONNECT,CEILING SURFACE MOUNTING KIT,BUILT-IN THERMOSTAT. FIELD CONVERT TO 3-PHASE. FAN SCHEDULE STATIC ELEC MARK MANUFACTURER MODEL SERVES FAN CFM PRESS DRIVE I FAN FAN POWER NOTES NUMBER TYPE "W.C. RPM SONES CONTROL VOLT/PH WATTS OR HP FF GENERATOR CEILING - - T-STAT - MECHANICAL LEGEND LOREN COOK GC-620 ROOM EXHAUST 300 0.25 DIRECT 825 2.5 BY MECH 120/1 148 W 1) EF PUMP CEILING T-STAT ABBREVIATIONS 2 LOREN_C_O_OK GC-2000 ROOM EXHAUST 2400 0.3 DIRECT 943 5.9 BY MECH 208/1 1 HP(5._4_AMPS) 2 EF CEILING WITH LIGHTS MS MOP SINK 3 LOREN COOK GC-320 MIENS EXHAUST 150 0.25 DIRECT 1272 2.8 BY ELEC 120/1 50 W 1 AD ACCESS DOOR OA OUTSIDE AIR EF CEILING WITH LIGHTS AFF ABOVE FINISHED FLOOR OC ON CENTER 4 _ LOREN COOK GC-320 WOMENS EXHAUST 150 0.25 DIRECT 1272 2.8 BYELEC 120/1 50 W 1 BDD BACKDRAFT DAMPER PRV PRESSURE REDUCING VALVE NOTES CA COMBUSTION AIR RA RETURN AIR 1.) PROVIDE COMPLETE WITH ALUMINUM EXHAUST GRILLE,DISCONNECT AND BACK DRAFT DAMPER. CO CLEAN OUT RDL ROOF DRAIN LEADER 2.)PROVIDE COMPLETE WITH ALUMINUM EXHAUST GRILLE AND BACK DRAFT DAMPER. DISCONNECT AND STARTER BY ELECTRICAL. CONN. CONNECTION RM ROOM CONT. CONTINUATION SA SUPPLY AIR COTG CLEAN OUT TO GRADE SK SINK INTAKE & EXHAUST LOUVERS & HOODS DDC DIRECT DIGITAL CONTROL SS SANITARY SEWER ELEC. ELECTRIC/ELECTRICAL TC TEMPERATURE CONTROL TYPE AND MODEL MOUNTING NOMINAL AIRFLOW FREE SOUND ATTENUATION EXH EXHAUST TYP TYPICAL MARK MANUF. LOCATION NUMBER TYPE SIZE CFM APO AREA 63 125 250 500 lK 2K 4K 8K FINISH NOTES EA EXHAUST AIR UR URINAL L AMERICAN ACCOUSTICAL CHANNEL ANODIZED FC FANCOIL V SANITARY VENT 1 WARMING EXHAUST AIR LAA-129 FRAME 60"Wx8.4"H 6300 0.1 15% 8 14 18 22 29 34 31 23 PRIMED 1) FCO FLOOR CLEAN OUT V OR VOLT VOLTAGE I. AMERICAN ~ACCOUSTICAL CHANNEL - ANODIZED FD FLOOR DRAIN VTR VENT THROUGH ROOF 2 WARMING _ OUTSIDE AIR LAA-12AF FRAME 72"Wx72"H 6700 0.04 24% 14 12 14 19 21 19 16 15 PRIMED (1) HW DOMESTIC HOT WATER VD VOLUME DAMPER L AMERICAN ACCOUSTICAL CHANNEL - ANODIZED LAV LAVATORY WC WATER CLOSET 3 WARMING _ EXHAUST AIR LAA-129 FRAME 72'Wx24'H 2400 0.1 15% 14 12 14 19 21 19 16 15 PRIMED 1 (1) MBH 1000 BTU/HR WCO WALL CLEAN OUT L AMERICAN CHANNEL ANODIZED MECH. MECHANICAL 4 WARMING OUTSIDE AIR LE-48 FRAME 24"Wx72"H -2400 0.08 48% 1 1 PRIMED 1) PLUMBING & PIPING SYMBOLS MISC. AND HVAC SYMBOLS NOTES: (1.)LOUVER TO BE FIELD PAINTED BY GENERAL CONTRACTOR. SEE ARCHITECTURAL DRAWINGS. SYMBO DESCRIPTION SYMBOL DESCRIPTION Gw- DOMESTIC COLD WATER AQ - DICATESTEQU P� PLUMBING FIXTURE SCHEDULE _ _ -„W- DOMESTIC HOT WATER CATALOG NUMBER CONNECTIONS RRw- RECIRC. HOT WATER ® - DIFFUSER SER ARK MARK TYPE MANUFACTURER FIXTURE TRIM SUPPLIES TRAP WASTE WASTE VENT CW HW ROUGH-IN REMARKS BELOW GRADE SANITARY WASTE FLOOR MOUNTED ACORN 2120-W-3-ADA- I ss L CONCEALED 1.6 GPM CEILING SUPPLY DIFFUSER WC-1 ADA FLUSH VALVE STAINLESS STEEL - FV-FVT 18" HIGH SEAT FLUSH VALVE _ 4" 2" 1" 18' ss - ABOVE GRADE SANITARY WASTE Z CEILING RETURN/EXHAUST REGISTER/GRILLE ADA WALL HUNG ACORN 2167-W-1-ADA- CONCEALED 1.0 GPM UR-1 URINAL STAINLESS STEEL _ FV-FVT - FLUSH VALVE _ - - _ 2" 1-1/T 3/4_' 17' - - - - v - SANITARY VENT 18x10 SHEET METAL DUCT WALL HUNG ADA ACORN 1953-ADA-I-DMS- DECK MOUNTED AIR CONTROL VALVE CHROME OFFSET GRID G - NATURAL GAS (FIRST NUMBER INDICATES FACING SIDE) L-1 LAVATORY _ _STAINLESS STEEL _ 4-EE-GE _ SPOUT WITH H/C BUTTONS P-TRAP DRAIN _ 2" 1-1/Y 1M" 1/2" - 1.) rr MOP 830-AA INTEGRAL CAST SS DRAIN �KY� PLUG VALVE 180 ROUND DUCT (18" DIA.) MS-1 SINK FIAT_ MSB-3624 FAUCET STOPS IRON 1435-BB 3" 1-1/2" 3/4' 3/4" �N� CHECK VALVE ROUND WITH ELBOW WITH TURNING VANES FD-1 FLOOR DRAIN JR SMITH 2O05-A STRAINER TRAP - 3" 1-1/2' - � � BALL VALVE --- _. rrJl�l^ I 1 ROUND WITH 7-I�1J FD-2 FLOOR DRAIN JR SMITH 2O05-A STRAINER TRAP - 2' 1-1/2" RELIEF VALVE save}�'uwo SQUARE TO ROUND TRANSITION - _ -- PRESSURE REGULATING ® HB-1 HOSE BIB WOODFORD 26C - - - - - VALVE MISCELLANEOUS EQUIPMENT- 3/4" - - - c DOME PIPE TURNING DOWN _ THERMOSTAT OR TEMPERATURE SENSOR RD 1 ROOF DRAIN JR SMITH 1620T STRAINER 3" 0 PIPE TURNING UP T DOWNSPOUT DS-1 OUTLET JR SMITH 1770 3" c PIPE CAP NEGATIVE PRESSURE DUCT SECTION GENERAL NOTES: -PRIOR TO ORDERING ANY PLUMBING FIXTURES,OBTAIN WRITTEN APPROVAL OF SHOP DRAWINGS FROM ENGINEER,OWNER AND ARCHITECT. (EXHAUST OR RETURN) -FIXTURES NOTED ADA SHALL COMPLY WITH THE AMERICANS WITH DISABILITIES ACT. PROVIDE FLUSH HANDLE ON WIDE SIDE OF ENCLOSURE. INSULATE PIPING BELOW ADA LAVATORIES CIF-- UNION 1.)PROVIDE WITH STAINLESS STEEL ELBOW ENCLOSURE, INSTALL HOT AND COLD SUPPLY VALVES IN THE PUMP ROOM. e POSITIVE PRESSURE DUCT SECTION (SUPPLY) 2.)PROVIDE WITH MODEL 830-AA FAUCET.889-CC MOP BRACKET,E-77-AA BUMBER GUARDS. THREE RIVERS REVISION DATE*- BY: REVISED FOR: ENGINEERING,INC. IINCH 1 211 012 00 7 ASBUILf �1oNTAN . THE KNOLLS AT HILLCREST M111-1-1,F�F�, _Er+6 SHEET Scale`RFeet J T. BOOSTER PUMP STATION DESIGN 2050 FAIRWAY DRIVE TETRAULT BOZEMAN,MT 59715 ozeman Deaconess PROJECT ENGINEER:CLS DESIGNED BY:CLS 10951 PE T T T PH: 406-582-8288 CNECKEDBY:CLS DRAWN BY: ' HEATING AND PLUMBING SCHEDULES 1H1Y FAx:406-582-9008 PROJECT NO: 06-006 DATE: DECEMBER 22,2006 NAVAL. ELECTRICAL NOTES FOR THIS SHEET: O1 COORDINATE EXACT LIGHT FIXTURE LOCATIONS WITH CEILING STRUCTURE AND CRANE RAILS. O2 COORDINATE EXACT LIGHT FIXTURE LOCATION WITH CEILING STRUCTURE. 1 2 3 4 5 6 O3 KEEP AREA ABOVE LIMITS OF HOIST TRAVEL CLEAR OF ELECTRICAL. O4 PHOTOCELL. TORK #2101, 120V, 20A RATED. INSTALL ABOVE ROOF. O INSULATION WILL BE PLACED DIRECTLY ON INTERIOR CEILING. BOX OUT LIGHT FIXTURES TO KEEP INSULATION OFF FIXTURES. BOX IS TO PROVIDE A MINIMUM OF 2 INCHES OF CLEARANCE IN EVERY DIRECTION FOR EACH FIXTURE. O6 OCCUPANCY SENSOR. WAIT STOPPER #WT-605. SEE SCHEMATIC ON SHEET E6. O7 INSTALL FIXTURE IN CENTER OF FLAT CHANNEL (APPROXIMATELY A A 10'-6"). CONFIRM EXACT LOCATION WITH ARCHITECT. COORDINATE INSTALLATION WITH GENERAL CONTRACTOR FOR OPENING SIZE AND OTHER REQUIREMENTS. O CONFIRM EXACT LOCATION AND MOUNTING HEIGHT WITH ARCHITECT. O LIGHT OVER PUMP ROOM DOOR IS TO BE CONTROLLED VIA WALL 7 SWITCH ONLY. ALL OTHER EXTERIOR FIXTURES ARE TO BE 9 —� CONTROLLED VIA PHOTOCELL. SWITCH IN JANITOR'S ROOM IS TO OVERRIDE PHOTOCELL AND TURN ON LIGHTS (ALL EXCEPT LIGHT OVER PUMP ROOM DOOR). B I O -- - -�- — - — ! 10 CIRCUIT OCCUPANCY SENSOR, POWER PACK, AND ALL REQUIRED SCP-1 —� COMPONENTS AS INDICATED ON DETAIL ON SHEET E6. B a 3 a 8 11 EXHAUST FAN IS TO BE CONTROLLED IN PARALLEL WITH ROOM o A LIGHT FIXTURES. L—5 A A A a b i 4 C PANEL L b b C O A A A A I PC b u A c b O a MCC-1 a o A A 0 ' L A O 1 Ab A EF-3 O 6 10 0 M A A 11 A o �'TI OC ---- -b b i b b 7 SD—E SD—N B XFMR T ATS D - - D METER M L-3 i 1 2 3 4 5 6 AN -N- LIGHTING PLAN 1,4"=1' RECORD DRAWING rREVISION BY: REVISED EOR: 11THE KNOLLS AT HILLCREST BUILDING PERMIT INTAKE , SHEET RESPONSE TO CITY ENGINEERING DEP- * SCOTT A. *-Scale inFro RECORD DRAWING '�� BITTER `�` BOOSTER PUMP STATION DESIGN Bozeman Deaconess PROJECT ENGINEER: SR DESIGNED BY: SR _ , No.83 2PE `4W E-1 Health Services CHECKED BY: SR DRAWN BY: RH p'A LIGHTING PLAN PROJECT NO: Of-Of)ti DATE: DECEMBER 22.2006 12 10 07 ELECTRICAL NOTES FOR THIS SHEET: 1 2 3 4 5 6 O1 COORDINATE EXACT TRANSFORMER LOCATION WITH GENERATOR INTAKE LOUVER, DUCT WORK, AND DAMPER OPERATORS. O2 SEE LIGHTING PLAN FOR POWER CIRCUIT TO EXHAUST FAN. O KEEP AREA ABOVE LIMITS OF HOIST TRAVEL CLEAR OF ELECTRICAL. O4 SERVICE TRANSFORMER IS TO BE A MINIMUM OF 10'-0" FROM ANY COMBUSTIBLE BUILDING SURFACES — INCLUDING SOFFIT A A OVERHANG. LOCATION SHOWN IS APPROXIMATE; CONFIRM EXACT LOCATION WITH ELECTRIC UTILITY AND ENGINEER PRIOR TO CONSTRUCTION. O5 GENERATOR FUEL FILL BOX CIRCUIT. ROUTE TO GENERATOR CONTROLLER, ON GENERATOR SKID. CONDUCTORS AS REQUIRED IN 1 k"C. VERIFY ALL CIRCUIT DETAILS WITH GENERATOR SUPPLIER AND PROVIDE CONDUCTORS AS REQUIRED. TEMPERATURE CONTROL L-25 6O SCADA ANTENNA. APPROXIMATE LOCATION. INSTALL OFF UPPER FUEL FILL BOX CONTROL TRANSFORMER ��//%�\ EXTERIOR WALL (ATTIC LEVEL) APPROXIMATELY LEVEL WITH UPPER ROOF EVE. THIS WILL ALLOW ACCESSING/SERVICING THE B L-33 ANTENNA FROM THE LOWER FLAT ROOF. B �/ DS ^DS B Q Q GFI/' 8 I M / +48" O TC� 11 SCP 1 i" L \14 L-29� / i� /µ Zit GFI / L-19 0 —I GFI > 1 GFI GF1 +48" UO +41. 1 448' FM—DFM +48' rZ 8 wa 1 FIRE PUMP 1 40 C \I wz C PT—D PT 8 ❑10 WH-1 C 1 w0w MCC-1 I HAND DRYER I I I I M I I M lJ L-38 PANEL L; FIRE PUMP 2 40 PT ❑ L-23 I M I / I \\\ M UH_2 I BOOSTERPAQ PTPTS I L-37 CONTROL PANEL I ❑ GFI L-21 A i i �' , GFI 1 EUH-2 +48" \ R GFI I I +481 M � ��48" I I i i y. �1 /'�� 2 0 \ 1 ryy� i i _. - -- 14 I M r� EF-1 1ylrL__> '��'• / \J EF-3 \ T y--. \\� XFMR T L-8,10,12 B hK 11 +48" ATS-1 SD—N GFI i 12 GFI SD—E 18uu+q�y�• �-6u GFI_ /^i D � �}+ ATS [� (Y �(}___— D METER M \_ L-14,16,18 1 2 3 4 5 6 4 SERVICE TRANSFORMER POWER PAN RECORD DRAWING i REVISION DATE: BY: REVISED FOR: ` IN lTii�ih'' 1 211 512 006 BUILDING PERMIT INTAKE ,: = •.,.9L THE KNOLLS AT HILLC REST SHEET 12/22/2006 RESPONSE TO CITY ENGINEERING DEPT. *: SCOTT A. ''•.* Scale"'':"°` 1 211 0/2 00 7 RECORD DRAWING BITTER BOOSTER PUMP STATION DESIGN Bozeman Deaconess ' PROJECT ENGINEER: SR DESIGNED BY: SR _O'•• ±o.8362PE� :24Wi` Health Services CHECKEDBY: SR DRAWN BY: RH �I1I POWER PLAN E-2 ������ PROJECT NO: 06-006 DATE: DECEMBER22,2006 12 1D ()7I�jj1 ELECTRICAL NOTES FOR THIS SHEET: ( PROVIDE CONCRETE PAD FOR SERVICE TRANSFORMER. PAD IS TO BE PER NW ENERGY STANDARDS. PROVIDE PAD PER NW 17 SELF CONTAINED METER SOCKET. 480/277V, 3P-4W WYE, 7-TERMINAL, 200 AMP, NEMA-31R. FOR UNDERGROUND SERVICE. ENERGY REQUIREMENTS. COMPLETE WITH TERMINAL LUGS, METER JAWS, AND SEALING MEANS. PROVIDE METER BASE IN ACCORDANCE WITH NW ENERGY 3 INCH EMPTY CONDUIT FOR SECONDARY BY CONTRACTOR. NW ENERGY WILL INSTALL CONDUCTORS. REQUIREMENTS. CAREFULLY COORDINATE ALL REQUIREMENTS WITH NW ENERGY, AND PROVIDE PER THEIR REQUIREMENTS. O 18 THE CIRCUITING FROM THE BOOSTERPAQ CONTROL PANEL TO THE FOUR BOOSTER PUMPS IS FACTORY WIRED. O #2/0 CU IN 1"C TO REBAR IN FOOTINGS 19 CONSTRUCTION COSTS CHARGED BY THE ELECTRIC UTILITY FOR PROVIDING SERVICE TO THE PUMP STATION ARE TO BE BILLED O #2/0 CU IN 1"C TO METALLIC WATER SERVICE DIRECT TO OWNER, DO NOT INCLUDE IN BID PRICE. CONTRACTOR IS RESPONSIBLE FOR TEMPORARY CONSTRUCTION SERVICE COSTS, AND FOR ELECTRIC USAGE. CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND SCHEDULING THE ELECTRIC UTILITY O #2/0 CU IN 1'C TO THREE (3) 10'-0' GROUND RODS IN 10'-0" EQUILATERAL TRIANGLE. WORK. O 3 #8 AND 1 #6 G IN 1%'C 20 3 #4 AND 1 #6 G IN WC O7 4 #2 AND 1 #6 G IN 2"C 21 GENERATOR AUXILIARY POWER CIRCUITS. HEADBOLT HEATER AND BATTERY CHARGER. ROUTE TO LOCATION AS REQUIRED ON GENERATOR SET. CONNECT AS REQUIRED. COORDINATE ALL REQUIREMENTS WITH GENERATOR SUPPLIER BEFORE BEGINNING ® PROVIDE 4-INCH CONCRETE HOUSEKEEPING PAD FOR ALL FLOOR MOUNTED ELECTRICAL EQUIPMENT. CONSTRUCTION. 99 TRANSFORMER T. 30 KVA, 3-PHASE 480V DELTA:120/208V WYE. 80 DEGREE C RISE, 6 TAPS. SO-D #30T3HB. COPPER 22 4 #12 AND 1 #12 G IN 1"C WINDINGS. 23 NW ENERGY WILL PROVIDE A GROUND SLEEVE FOR THE TRANSFORMER PAD. CONTRACTOR IS TO INSTALL GROUND SLEEVE. 10 BOND AND GROUND TRANSFORMER PER NEC 24 TWO (2) - 4 INCH EMPTY CONDUITS FOR PRIMARY - LOOP FEED SYSTEM. EXTEND OUT 5'-0' BEYOND PAD. FOR NW 11 3 #3 AND 1 #6 G IN 1%'C ENERGY USE. 12 BOND AND GROUND SERVICE PER NEC 25 ALL ELBOWS IN THESE CONDUIT RUNS ARE TO BE 36" RADIUS SWEEPS. 13 4 #3/0 AND 1 #2 G IN 2%"C 26 DO NOT BOND NEUTRAL TO GROUND AT GENERATOR. 14 PROVIDE OVERSIZED GROUND BUS IN CABINET, TO ALLOW CARRYING OVERSIZED GROUND FROM GENERATOR TO SERVICE 27 SERVICE DISCONNECT CIRCUIT BREAKER, 200 A, 48OV, 3P, 35 KAIC. BREAKER: SQ-D #JGL36200. ENCLOSURE: #J250S. BONDING POINT IN SD-N. NEUTRAL: #SN400LA. SERVICE ENTRANCE RATED. NEMA 1 ENCLOSURE. 15 6 #12 AND 1 #12 G IN 1'C. GENERATOR START CIRCUIT. SPARE WIRES ARE INCLUDED. 28 ATS-1. 200 AMP, 48OV, 3 POLE, SOLID NEUTRAL, SEE SPECIFICATIONS. 16 GENERATOR PAD PER STRUCTURAL DRAWINGS MCC-1 SP-20A SPARE SPARE 19 SP-20A SZ 1 SZ 1 13 13 SP-30A BOOSTER PAO FACTORY WIRED 18 CONTROL SERVICE IS METER -N A�=1 �C ----------------------- ----- 480/277V 27 SP-30A BOOSTERPAQ XFMR T PANEL 30-4W PHASE FIRE FIRE PANEL O 12 O MONITOR PUMP PUMP 'L' 26 FP2 FP1 120/208 30-4W 14 XFMR TVSS T' 14 EG-1 480:120/208V FIRE FIRE 17 SERVICE EMERGENCY GENERATOR TRANSFORMER 125 KW MAIN 30 KVA-307 PUMP PUMP 1r� 7 8FP1 FP2 21 O 1 26 16 BOOSTER BOOSTER BOOSTER BOOSTER 40 40 P3 13 PUMP PUMP PUMP PUMP 1 2 3 4 8 8 15 22 6 20 05111 10 L-2,4 24 2 13 25 25 O 13 O ELECTRICAL ONE-LINE DIAGRAM E3 N.T.S. RECORD DRAWING REVISION DATE: BY: REVISED FOR: 1j1IIII///"' THE KNOLLS AT HILLCREST 1 211 5/2 006 BUILDING PERMIT INTAKE S ,N._?..q, y-.; 12/2212006 RESPONSE TO CITY ENGINEERING DEPT. * SCOTT A. , _ SHEET BITTER BOOSTER PUMP STATION DESIGN Scale in F�•rl 12/10/2007 RECORD DRAWING `�� Bozeman Deaconess = `, N°8362PE E_3 PROJECT ENGINEER: SR DESIGNED BY: SR o:�2�� Health Services CHECKED BY: SR DRAWN BY: RH 0 I c ELECTRICAL ONE-LINE DIAGRAM PROJECT NO: 06-006 DATE: DECEMBER 22.2006 12 10 07���/'��Ij1 ELECTRICAL NOTES FOR THIS SHEET: OCIRCUITING AND DEVICE INTERNAL TO SCADA PANEL. O3 #12 AND 1 #12 G IN 3/4"C O2 #12 AND 1 #12 G IN 3/4"C OINDUSTRIAL HEAVY DUTY LINE VOLTAGE T-STAT. STANDARD NON-REVERSE ACTING (INITIATES ON DROP IN TEMPERATURE). 20-40 DEGREE F RANGE. EXPOSED SETTING AND ADJUSTMENT PROVISIONS. OMOUNT THERMOSTAT TO OUTSIDE OF SCADA PANEL. OCIRCUITING INTERNAL TO SCADA PANEL. O8 #12 AND 1 #12 G IN 1"C. PILOT CALL AND RUN INDICATION BACK. SPARE WIRES ARE INCLUDED. O #16 AWG TSP IN 3/4"C ODOOR SWITCH. ROTARY ACTIVATED ADJUSTABLE RADIUS ROLLOVER LEVEL TYPE SWITCH. HONEYWELL #LSZ52, OR OTHER AS REQUIRED BY THE APPLICATION. ARMING AND DISARMING CONTROLS ARE TO BE PROVIDED ON THE LOCAL OIT AND ON ALL HMI'S. PROGRAM TIME DELAY IN SYSTEM ACTIVATION TO ALLOW OPERATOR TO ARM/DISARM THE SYSTEM BEFORE ALARMING OCCURS. 10 SEE PLANS FOR ACTUAL QUANTITY OF DOOR SWITCHES. 16 11 TWO (2) - #16 AWG TSP IN 3/4"C. ANALOG FLOW SIGNAL AND PULSE TOTALIZER. 13 12 15 14 23 17 18 3 #12 AND ONE (1) #16 AWG TSP IN 3/4"C. 120VAC POWER SUPPLY AND SPARE CABLE. NEW SCADA PANEL SCP-1 13 ANTENNA, SEE SPECIFICATIONS. 14 COAXIAL CABLE IN 11%" RGS CONDUIT. PROVIDE APPROXIMATELY 25 FEET OF EXCESS COAXIAL CABLE IN THIS RUN. EXCESS COAXIAL CABLE MAY BE RADIO pV PILUS COILED IN SCADA PANEL OR IN ATTIC SPACE. INTENT IS TO PROVIDE N T EXCESS CABLE TO ALLOW RELOCATING ANTENNA IN THE FUTURE WITHOUT NSPLICES - IF A HOUSE IS BUILT DIRECTLY IN RADIO PATH. INSTALL ANTENNA ON RGS MAST, ABOVE ROOF OF BUILDING. ANTENNA HEIGHT TO BE AS REQUIRED FOR COMMUNICATION. SYSTEMS INTEGRATOR IS TO INSTALL ANTENNA AT HEIGHT AS REQUIRED BY RADIO PATH STUDY. SEE Na SHEET E2 FOR APPROXIMATE LOCATION OF ANTENNA AND MOUNTING DETAILS. PLC-MLGX 1500 L 16 RADIO PATH CONFIRMATION IS SYSTEM INTEGRATORS RESPONSIBILITY. PROVIDE ANTENNA MOUNTING HEIGHT AS REQUIRED TO ACHIEVE RELIABLE RADIO COMMUNICATION. 17 THIS NETWORK DIAGRAM IS PROVIDED TO INDICATE THE BASIC SYSTEM COMPONENTS. SEE SPECIFICATIONS FOR MORE DETAILED INFORMATION. 11 B B 7 7 3 3 22 18 SEE SCADA SYSTEM SPECIFICATION FOR ADDITIONAL DETAILS. ALL 2 COMPONENTS, CIRCUITS, AND DETAILS ARE NOT PROVIDED ON THIS SHEET. 24 12 21 20 19 im DS 1 3 1 1 N 120VAC POWER CONNECTIONS ARE NOT SHOWN ON THIS SHEET, PROVIDE AS � REQUIRED. THE INTENT IS TO SHOW THE MAJOR SYSTEM COMPONENTS AND 3 10 FIELD CIRCUITS. ADDITIONAL SYSTEM COMPONENTS, CIRCUITS, ETC ARE TO BE AS DEFINED IN THE SPECIFICATIONS, AND AS REQUIRED TO MEET THE MS FM PT PT o o c c ¢ DS PM VM 8 H G FUNCTIONAL REQUIREMENTS. a± W 9 19 8 #12 AND 1 #12 G IN 1"C. SPARE WIRES ARE INCLUDED. Li r w x 20 12 #12 AND 1 #12 G IN 1"C. SPARE WIRED ARE INCLUDED. J D W W w oZ c= a 21 20 #12 AND 1 #12 G IN 1'4"C. PUMP 1 RUN, PUMP 2 RUN, PUMP 3 1n a ~0 3 w r RUN, PUMP 4 RUN, AND GENERAL BOOSTERPAQ SYSTEM ALARM. SPARE 7 fn w Z Z 0 d WIRES ARE INCLUDED. V) w a L_ w Z w� W w z o ¢ �� d z w O o¢ 0 W O ¢ 0 0 zCL S � w D_ w D_ D_ as a }Z cn w z Zo o Y CD N 22 20 #12 AND 1 #12 G IN 1 "C. PUMP 1 FAIL, PUMP 2 FAIL, PUMP 3 z Z o z o z o W> m x J Q FAIL, PUMP 4 FAIL, AND BOOSTERPAQ ENABLE SIGNAL. SPARE WIRES ARE z� w o ¢ a D ww w in W cam D n =o o I o D c� ¢ f c� W >w INCLUDED. NI rn� �� NOZ wl o� � I x C� -al try 3~ oz w w� 7 a o a m w w <a m z d? o>V) a Q? a s 23 MODIFY THE THREE (3) EXISTING CITY OF BOZEMAN HMI TERMINALS TO INCORPORATE THE INFORMATION FROM THIS NEW PUMP STATION. SEE SPECIFICATIONS FOR DESCRIPTION OF WORK REQUIRED. SCADA SYSTEM 1/0 AND NETWORK DIAGRAM 24 4 #12 IN 1/2"C E4 RECORD DRAWING 0REVISION DATE: BY. REVISED FOR: N/T'A� ..,; THE KNOLLS AT HILLCREST SHEET 10 1211512006 BUILDING PLR II IN TAKE \�"0 .,,9 12/222006 RESPONSE TO CITY ENGINEERING DEPT. �\ :- SCOTT A '';*_ Scale "r``' 2/102007 RECORD DRAWING BITTER [Z` BOOSTER PUMP STATION DESIGN Bozeman Deaconess N°8362PE 'w E_4 PROJECT ENGINEER: SR DESIGNED BY: SIR .. Health Services CHECKED BY SR DRAWN BY: RH 0 SCADA SYSTEM I O DIAGRAM PROJECT NO: 06-006 DATE: DECEMBER 22.200C, 12 10 071jjjjjj jl / ELECTRICAL NOTES FOR THIS SHEET: O1 EXTERNAL AMBIENT COMPENSATED QUICK TRIP OVERLOAD RELAY. EXTERNAL TO STARTER, IN MCC COMPARTMENT. O PROGRAM AUXILIARY CONTACTS FOR RUN INDICATION. TO BE CLOSED WHENEVER PUMP IS RUNNING. TO BE USED FOR RUN INDICATION TO SCADA, AND TO DISABLE BACKUP PUMP WHEN PRIMARY PUMP IS RUNNING. O3 THIS SCHEMATIC IS A TYPICAL CONTROL CIRCUIT TO INDICATE THE BASIC CONTROL FUNCTIONALITY. THE ACTUAL CONTROL CIRCUIT IS TO BE PER THE MANUFACTURERS SPECIFIC DESIGN FOR THE STARTER, SPECIFIED ACCESSORIES, AND APPLICATION. THE ACTUAL FACTORY SUPPLIED CONTROL SCHEMATIC MAY BE DIFFERENT THAN WHAT IS SHOWN HERE, MODIFY THE CONTROL CIRCUIT AS REQUIRED TO ACCOMMODATE THE ACTUAL FACTORY CIRCUIT. 4O NOT ALL OPTIONS, ACCESSORIES, AND CIRCUITS ARE SHOWN ON THIS SCHEMATIC. PROVIDE ADDITIONAL FEATURES AS DEFINED ON THE MCC SCHEDULE, AND IN THE SPECIFICATIONS. O5 THE ENTIRE CONTROL CIRCUIT SHOWN AND/OR REQUIRED (OTHER THAN THE REMOTE FIELD CIRCUITS) IS TO BE FACTORY PROVIDED AND INSTALLED. FIELD MODIFICATIONS ARE NOT ACCEPTABLE. O REMOTE PILOT START CONTACT FROM SCADA PANEL. O7 INTERNAL STARTER FAULT IS TO DISABLE MOTOR. O PROVIDE AUXILIARY RELAYS (DPDT), FACTORY WIRED IN CONTROL CIRCUIT. ONE NO CONTACT IS TO BE USED FOR RUN INDICATION TO REMOTE SCADA SYSTEM. ONE NC CONTACT IS TO BE FACTORY WIRED INTO ALTERNATE PUMP CONTROL CIRCUIT - TO PREVENT BOTH PUMPS FROM RUNNING AT THE SAME TIME, THE TWO PUMPS MUST BE PREVENTED FROM RUNNING AT THE SAME TIME. PUMP P2 NC AUX CONTACT IS TO BE WIRED INTO PUMP P1 CONTROL CIRCUIT - TO DISABLE P1 IF P2 IS RUNNING, PUMP P1 NC AUX CONTACT IS TO BE WIRED INTO PUMP P2 CONTROL CIRCUIT - TO DISABLE P2 IF P1 IS RUNNING. 1-1 L2 L3 TO L1 L2 L3 �o---- > TO q AUX-1 > CIRCUIT AUX-2 .> CIRCUIT � I � 3 ___; SCADA BREAKER q FU FU � SCADA BREAKER I SHUNT TRIP WITHST - - �` 5 3 6 7U 8 8 SHUNT TRIP WITH ST - - �` 5 3 6 7 a 0 �a a 0 5 (H1) AUX-1 > TO PUMP P2 5 (H1) AUX-2 > TO PUMP P1 FU 9 L1 T1 ,>CONTROL CIRCUIT FU 9 L1 T1 ,>CONTROL CIRCUIT 115 115 FU10 L2 X1 X2 FU10 L2 X1 X2 FU — GND FU — GND 8 B POWER 8 B POWER FU FU ON FU FU ON 4 5 FAULT 4 5 FAULT (R1B)(RID) (Al) (A2) TRIP (RIB)(RiD) (Al) (A2) TRIP 18 TR 2 RELAY 1B TR 2 RELAY TB2 TS3 TB2 TS3 r - - ' (68��67) (A1) ST (A2) 2 SHUNT (68��67) (Al) ST (A2) 2 SHUNT I I � TRIP COIL OL TRIP COIL I - - JI O (2 SEC) R RUN - _ O (2 SEC) G(A2) RUN OL FAULT AUX-2 (q2) RUN OL FAULT AUX-1 RUN RCR COMMAND _ 1 ---I F---0--�-o—o-I1-0- do-- COMMAND KM3 KM3 I Al B1 C1 L1 L2 L3 C 220/ 400V 460/j PILOT O O O RELAY Al 81 C1 L1 L2 L3 C 220/ 400V 460/ I PILOT O O ORELAY KM3 KM3 KM3 230V 500V i \fc\ END TS1 230V SOOV i O6 END KM I START UP START UP (R2A) (R2C) (Al) (A2) SHORTING (R2A) (R2C) (Al) (A2) SHORTING ATS-48 I 1 KM CONTACTOR I 20 KM3A CONTACTOR 20 I ATS-48 PILOT RELAY I PILOT RELAY T31 I TYPICAL KM3A TS1 TYPICAL 3) (1 I POWER SOLID STATE (133 (14) FTS SHORTING POWER SOLID STATE (13) (14) (Al) (A2) SHORTING I 24 CONTACTOR POLE VERLOAD RELAY 24 KM3 2 CONTACTOR I POLE V L A I I I I I A2 B2 C2 T1 T2 T3 PL LI STOP RUN I RUN CONTACT WTS4 L A2 B2 C2 T1 T2 T3 PL -- LLI - STOP-- RUN I AURUN CONTACT AUX RELAY L AUX(PROGRAMABLE) AUX RELAY AUX RUN INDICATION RUN INDICATION T1 T2 T3 RCR AND PUMP P2 RCR AND PUMP P1 (43)(44) O2 5 AUX-1 CONTROL T1\ T2 T% (43)(44) O2 5 CONTROL TO MOTOR TSTO MOTOR 1 FIRE PUMP FP-1 2 FIRE PUMP FP-2 E5 CONTROL SCHEMATIC E5 CONTROL SCHEMATIC RECORD DRAWING REVISION DATE: BY: REVISED FOR: I 10 2I1 5/2D06 THE KNOLLS AT H I LLCREST BUILDING PLRI.,1, f\7 AKE SHEET 12/22/2006 RESPONSE TO CITY ENGINEERING DEPT. Z! SCOTT A. '';��� RITTER BOOSTER PUMP STATION DESIGN _ Bozeman Deaconess 21,0/2007 RECORD DRAWING _p; w _o �o.8362PEo ;u: PROJECT ENGINEER: SK DESIGNED BY: SR ` -.���� E 5 CHECKED BY: SR DRAWN BY: RH 0 `�� MOTOR CONTROL SCHEMATICS Health Services PROJECTNO: 0100b DATE: DECEMBER22,2006 1 12 10 07 moil ——— A B C FUSE BLOCK - - ELECTRICAL LEGEND PHASE MONITOR A PM 2 V PANEL B NO NC I HOME RUN TO PANEL, NO. OF ARROWS C INDICATES NO. OF CIRCUITS. 24" BACKFILL 4 — NO. OF HASH MARKS INDICATES NO. OF 00 480V CONDUCTORS IN CONDUIT. NO HASH MARKS o 80V 1 INDICATES TWO CONDUCTORS—GROUND 1� CPT MAGNETIC MCC MAIN BUS 120V CONTROL TO SCADA CONDUCTORS ARE NOT INCLUDED IN WIRE O_ 0 MARKER DOWNSTREAM FROM CIRCUIT BELOW SYSTEM COUNT. I STRIP MAIN BREAKER U -- INDICATES CIRCUIT BELOW GRADE OR SLAB 0 ~ LE7771 DISCONNECT 6" BACKFILL '® COMB. MOTOR STARTER—DISCONNECT POWER OK 1 G INDICATING ® LIGHT FIXTURE, PENDANT MOUNTED 6" SAND BED NOTE O PM LIGHT — LED (� ——— —— CLEAR ALL 7 LIGHT FIXTURES, WALL MOUNTED ROCKS FROM $ SWITCH SAND BED SAND BED TRENCH MCC-1 PHASE PRIOR TO MONITOR CONTROL CIRCUIT $m SWITCH, MOTOR STARTER/DISCONNECT INSTALLATION +120 VAC OUTLET, DUPLEX OF SAND CONDUIT 6" SAND BED BED. 0 OUTLET, MOTOR 6 N O5 OUTLET, MOTOR, 5 HP 0 6 OT OVER TEMPERATURE 3 UNDERGROUND CONDUIT DETAIL A M OUTLET, THERMOSTAT E6 TRENCH DETAIL N.T.S. OL Qo OUTLET, SPECIAL PURPOSE (TYPICAL FOR ALL BELOW GRADE �O R OUTLET, JUNCTION BOX CONDUIT RUNS) M 1:: O PHOTO CELL ETM WP WEATHERPROOF TSP TWISTED SHEILDED PAIR G M O VFD VARIABLE FREQUENCY DRIVE Local s GFI GROUND FAULT INTERRUPTER 2 Off L M Switch o Q TELEPHONE/DATAPORT Neutral jk � Red (Load) a SPARE STARTER u Power d INDICATING LIGHT, AMBER DASHED LINE INDICATES FIELD WIRING Hot Pack Red (Line) O1 TYPICALA EfM ELAPSED TIME METER MOTOR CONTROL SCHEMATIC NOTES: FM FLOW METER m n FS FLOAT SWITCH of 3 Oi PHASE MONITOR. ALLEN BRADLEY #813S—V, LINE VOLTAGE MONITOR. DETECTS PHASE FAILURE, LT LEVEL TRANSMITTER 3 Control Output OCCUPANCY SENSOR SCHEMATIC NOTES VOLTAGE UNBALANCE, PHASE REVERSAL, AND 3—Wire TO ADDITIONAL UNDERVOLTAGE. 480 VOLT — 3 PHASE INPUT. MS MOTOR STARTER O1 Common 24VDC SENSOR(S) O1 TYPICAL OCCUPANCY SENSOR CIRCUIT — FOR EACH TWO ISOLATED 10 AMP OUTPUT CONTACTS (1 NO, OCCUPANCY SENSOR Occupancy IF SHOWN LIGHTING CIRCUIT WHERE OCCUPANCY SENSORS 1 NC). ONE FORM C CONTACT IS NOT OC +24VDC Sensor ARE SHOWN. ACCEPTABLE. PT PRESSURE TRANSMITTER Local 0 PROVIDE POWER PACK FOR EACH OCCUPANCY 4O INSTALL PHASE MONITOR, FUSE BLOCK, ETC. IN A PS PRESSURE SWITCH Off SENSOR CONTROLLED LIGHTING CIRCUIT. POWER SEPARATE MCC COMPARTMENT AS SHOWN ON THE Switch PACK IS TO BE WATT—STOPPER #BZ-100, DRAWINGS. BEACON, ALARM Red (Load) 120/277 VOLT, 20 AMP RATED. INSTALL POWER PACK IN LOCATION AS RECOMMENDED BY l PHASE MONITOR CONTROL CIRCUIT. PROVIDE FOR Slave Pack L MCC-1 HORN — ALARM o MANUFACTURER (TYPICALLY ADJACENT TO LIGHT PM if Used Red (Line) a SWITCH) d O PHASE MONITOR CIRCUIT IS TO BE FACTORY PHASE MONITOR Hot O3 3/C #18 GAUGE STRANDED CABLE IN 3/4"C. INSTALLED AND WIRED IN MCC COMPARTMENT. VM VOLTAGE MONITOR O SEE THE SCADA SYSTEM 1/0 1—LINE DIAGRAMS MCC TERMINAL BLOCK Neutral AND CONTROL PANEL 1/0 1—LINE DIAGRAMS FOR SCP HW ADDITIONAL DETAIL ON LOCATION OF PILOT L SCADA OR CONTROL PANEL TERMINAL BLOCK CONTACTS, FIELD DEVICES, PLC INPUTS. ETC. TEXT INDICATES SCADA OR CONTROL PANEL OCCUPANCY OS INDIVIDUAL CPT IN CUPANCY SENSOR DETAIL H MCC BUCKET. CPT IS NOT 4 SHOWN. SEE CPT REQUIREMENTS ON MCC E6 N.T.S. SCHEDULE AND IN SPECIFICATIONS. RECORD DRAWING REVISION DATE: BY REVISED FOR: `��1pIN'T'A�ti. THE KNOLLS AT HILLCREST 12l16/2006 BUILDING PERMIT INTAKE ,, SHEET 12/22/2006 RESPONSE TO CITY ENGINEERING DEPT. SCOTT A. '',��' Scale in lcct '�, BITTER °�Z BOOSTER PUMP STATION DESIGN _ Bozeman Deaconess 12l10/2007 RECORD DRAWING 2Ai :W PROJECT ENGINEER: SR DESIGNED BY: SR � '+.* =_�` v Health Services CHECKED BY: SR DRAWN BY: RH 0 ELECTRICAL DETAILS AND LEGEND PROJECT NO: 06-006 DATE: DECEMBER 22.2006 12 1D O]���11jjj1 PANEL MCC-1 AMPS 300 BUS CU MOUNT FREE STAND FEEDER CIRCUIT SEE ONE-LINE DIAGRAM PANEL L AMPS 125 BUS CU MOUNT SURFACE FEEDER CIRCUIT SEE 1-LINE DIAGRAM LOC. L-L VOLTS 460 NEUT FEED BOTTOM LOC. L-L VOLTS 208 NEUT FEED BOTT M MFGR. L-N VOLTS 277 MAIN BKR 200 WIDTH MFGR. SQ-D L-N VOLTS 120 MAIN BKR 1 /3 WIDTH 20" MCC-1 MOTOR CONTROL CENTER SCHEDULE 300 AMP BUSSING TYPE PHASE 3 BKR TYPE DEPTH TYPE NQOD PHASE 3 BKR TYPE_ DEPTH 6" 480/277 VOLT 3 PHASE-4 WIRE WYE NEMA 12 35 KAIC RATED AIC WIRES 4 M.L.O. NEMA 12 AIC 10 KAIC WIRES 4 M.L.O._ NEMA 12 EQUIPMENT MOTOR CKT STARTER OL DEVICE MOUNT AUX CONTROL EQUIP/DEVICES REMARKS: THIS SCHEDULE IS INCLUDED FOR HE SERVICE CALCULAT ON ONLY-DO NOT USE FOR MCC DETAILS REMARKS: BOLT-ON BREAKERS ONLY TAG NUMBER HP PH VLT BRKR TY-E SIZE RLV SW PILOT HEIGHT AND ADDITIONAL WORK NOTES INTERLOCKS ARE PROVIDED TO PREVENT THE TWO(2)40HP FIRE PUMPS FROM RUNNING AT THE SAME TIME. MAIN 3 480 200A 24" NOTES:1 CKT BREAKER LOAD(VA) USE CKT BREAKER LOAD VA USE TVSS INTERNAL 3 480 60A 6" NOTES:1,6 NO. AM LE T Li L2 L3 REC LTS HTR MTR MISC LOAD DESCRIPTION WIRE SIZE NO. AMP POLE T L1 L2 L3 REC LTS HTR MTR MISC LOAD DESCRIPTION WIRE SIZE PHASE MONITOR 3 480 G 18" NOTES:1,7,8 is 60 3 N 20 1 TVSS 1a 20 1 N 400 1 EXTERIOR LIGHTS #12 FIRE PUMP 1 40 3 480 90A RVSS 50HP 6 HOA R.G 48' NOTES:1,7,9.10,11,12,13,14,15,16,17.18 3b 20 1 N 720 1 LIGHTS #12 3b N 20 1 FIRE PUMP 40 3 480 90A RVSS SOHP 6 HOA R,G 48" NOTES:1,7,9,10,11,12,13,14,15,16,17,18 5c N 20 1 5c 20 1 N 650 1 LIGHTS #12 7. 45 3 N 1000 1 TRANSFORMER TI 7a 20 1 N SPARE BOOSTERP A 6" NOTES:1 30 3 480 9b N 10000 1 9b 20 1 N SPARE TRANSFORMER T 30 3 480 45A 6" NOTES:1 11c N 1000 1 11c 20 1 N SPARE 13a 70 3 N 1220 1 BOOSTERPAQ 13a 20 1 N SPARE SPARE 70 3 480 25A M 3 HOA R,G 18" NO ES:1,2 15b N 1220 1 PUMP STATION 15b 20 1 N SPARE SPARE 10 3 480 25A 3 HOA R,G 18" NOTES:1,2 17c N 1220 1 4 -7.SHP PUMPS 17c 20 1 N SPARE SPARE BREAKER 3 480 30A 6' NOTES:1,3 19a 90 3 N 14411 1 FIRE PUMP 1 19a 20 1 N 60 11 TC PANEL #12 SPARE BREAKER 3 480 30A 6' NOTES:1,3 21b N 14411 1 40 HP 21b 20 1 N 148 1 EF-1 #12 SPARE BREAKER 3 480 20A 6' NOTES:1,3 23c N 14411 1 52 FLA 23c 20 1 N 2300 1 HAND DRYER #12 SPARE BREAKER 3 480 20A 6' NOTES:1,3 25a 90 3 N 0 1 FIRE PUMP 2 25a 20 2 N 960 1 EF-2 #12 27b N 0 1 40 HP 27b N 960 1 1 HP MOTOR CONTROL CENTER SCHEDULE NOTES 29c N 0 1 52 FLA 29c 20 2 N 750 1 WH-1 #12 1 SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS 31a 3 N PROVISION 31a N 750 1 1.5KW 33b N 33b 20 2 N 75 1 EUH-1 #12 2 PROVIDE 2 N.O.AND 2 N.C.AUXILIARY CONTACTS,ETM,OL RELAYS,RED(RUN)AND GREEN(STOPPED)LED INDICATING 35c N 35c N 750 1 1.5 KW 37a 3 N PROVISION 37a 20 3 N 1333 t EUH-2 #12 LIGHTS. PROVIDE CPT WITH 120VAC SECONDARY,2 PRIMARY&1 SECONDARY FUSE,COMPLETELY WIRED CONTROL 39b N 39b N 1333 1 4 KW CIRCUIT. 41c N 41c N 133. 1 3 SPARE BREAKER 2a 20 3 N 5 1 PHASE MONITOR 2a 20 1 N 1000 1 GENERATOR BATT CHARGE #12 4b N 5 1 4b 20 1 N 1500 1 GENERATOR HEADBOLT HT 412 4 NOT USED 6c N 5 1 6c 20 1 N SPARE 8a 20 3 N SPARE 8a 20 1 N 600 1 OUTLETS 412 5 NOT USED 10b N 10b 20 1 N 600 1 OUTLETS #12 12c N 12c 20 1 N 600 1 OUTLETS #12 6 INTERNALLY MOUNTED TVSS,INSTALLED IN MCC.277/480 V.3P-4W. INCLUDES CIRCUIT BREAKER FOR MAINTENANCE 14a 20 3 N SPARE 14a 20 1 N 600 1 OUTLETS #12 DISCONNECT. 240 KA SURGE CURRENT RATING. INTERNAL 200 KAIC FUSING.200 KA SHORT CIRCUIT RATING. INCLUDES 16b N 16b 20 1 N F00 1 OUTLETS 412 L-N,L-G,L-L,AND N-G PROTECTION MODES.AUDIBLE ALARM AND DRY CONTACT. FACTORY INSTALLED AND WIRED IN MCC. 18c N 18c 20 1 N 600 1 OUTLETS #12 SQ-D#MCC41 MA24 OR EQUAL. 20a 25 3 N SPARE 20a 20 1 N SPARE 22b N 22b 20 1 N SPARE 7 PROVIDE CONTROL POWER TRANSFORMER. 120 VAC SECONDARY.TWO PRIMARY AND ONE SECONDARY FUSE. 24c I IN r24c20 1 N SPARE COMPLETELY FACTORY WIRED CONTROL CIRCUIT. 26a 25 3 N SPARE 20 1 N28b N 20 1 N SPARE 8 PHASE MONITOR CIRCUIT. FACTORY INSTALLED AND WIRED IN MCC. SEE MCC PHASE MONITOR CONTROL SCHEMATIC ON 30c N 20 2 N SPARE SHEET E6 FOR ADDITIONAL DETAILS-AND SPECIFIC MATERIALS REQUIRED. 32a 30 3 N SPARE N 34b N 20 2 N SPARE 9 SQUARE D ALTISTART 48,RVSS STARTER.CIRCUIT BREAKER MAIN-DISCONNECT. 36c N N 38a 30 3 N SPARE 20 1 N 720 1 UH1 AND UH2 #12 10 PROVIDE SHUNT TRIP ON MAIN BREAKER,TO DISCONNECT POWER UPON STARTER FAULT. 40b N 20 1 N 360 1 SCADA PANEL #12 42c N 42c 20 1 N 0 SCADA PANEL-SPARE CKT #12 11 PROVIDE SHORTING CONTACTOR FOR RUNNING BYPASS. 3663N 36636 3663 6963 6971 6983 CONNECTED LOAD DIVERS. DEMAND CONNECTED LOAD DIVERS. DEMAND 12 PROVIDE EXTERNAL AMBIENT COMPENSATED QUICK TRIP OVERLOAD RELAY ON LINE SIDE OF STARTER,INTERNAL TO MCC TOTAL CONNECTED LOAD 109908 VA REC 1ST 10KVA KVA 100% 0.00 KVA TOTAL CONNECTED LOAD 20917 VA REC 1ST 10KVA 3.6 KVA 100% 3.60 KVA COMPARTMENT. PROVIDE EXTERNAL OL RELAY FOR ADDITIONAL LEVEL OF PROTECTION. REC REMAINING KVA 50% 0.00 KVA REC REMAINING KVA 50% 0.00 KVA LIGHTING KVA 125% 0.00 KVA LIGHTING 1.8 KVA 125% 2.21 KVA 13 RVSS STARTER SHALL PROVIDE PHASE LOSS,PHASE REVERSAL,UNDER-LOAD,STALL,AND JAM PROTECTION. BREAKER TYPES LOAD/PHASE RES HEAT 43.2 KVA 125% 54.04 KVA BREAKER TYPES LOAD/PHASE RES HEAT 5.5 KVA 1255� 6.87 KVA N=NORMAL 33% A MOTORS 36.6 KVA 100% 36.60 KVA N=NORMAL 33% A MOTORS 2.8 KVA 100% 2.79 KVA 14 STARTER IS TO BE PROGRAMMED FOR SOFT START AND SOFT STOP OF PUMP.SETTINGS TO BE PER FACTORY S=SHUNT-TRIP 33% B I MISCELLANEOUS 30.1 KVA 100% 30.08 KVA S=SHUNT-TRIP 33% B MISCELLANEOUS 7.3 KVA 100% 7.26 KVA RECOMMENDATIONS FOR THIS APPLICATION. SET CURRENT LIMIT FOR 300%-300%MAXIMUM STARTING CURRENT. G=GFCI 33% C TOTAL DEMAND LOAD 120.72 KVA G=GFCI 33% C TOTAL DEMAND LOAD 22.73 KVA DEMAND AMPS 145 AMPS DEMAND AMPS 63 AMPS 15 SEE MOTOR CONTROL SCHEMATIC IN THIS DRAWING SET FOR ADDITIONAL SPECIFIC REQUIREMENTS. MOTOR SCHEDULE 16 PROVIDE AUXILIARY RELAYS(DPDT),FACTORY WIRED IN CONTROL CIRCUIT.ONE N.O.CONTACT IS TO BE USED FOR RUN EQUIPMENT MOTOR STARTER DEVICE AUX CONTROL EOUIP/DEVICES INDICATION TO REMOTE SCADA SYSTEM.ONE N.C.CONTACT IS TO BE FACTORY WIRED INTO ALTERNATE PUMP CONTROL TAG NUMBER HP PH VLT MFGR CAT,NO. SIZE PL OL SW PILOT AND ADDITIONAL WORK NOTES CIRCUIT,TO PREVENT BOTH PUMPS FROM RUNNING AT THE SAME TIME. THE TWO PUMPS MUST BE PREVENTED FROM RUNNING AT THE SAME TIME WITH A HARD-WIRED INTERLOCK. PUMP P2 NC AUX CONTACT IS TO BE WIRED INTO PUMP P7 EF-i 148W i 120 NOTES:4,5 CONTROL CIRCUIT-TO DISABLE P1 IF P2 IS RUNNING. PUMP P1 NC AUX CONTACT IS TO BE WIRED INTO PUMP P2 CONTROL EF-2 1 1 208 SQ-D FVNR-8539 1 2 2 HOA R,G NOTES:5,6,7,8 CIRCUIT-TO DISABLE P2 IF P1 IS RUNNING. EF-3 SDW 1 120 NOTES:314 17 PROVIDE OVERSIZED STARTER-50 HP RATED WH-1 1.5k 1 208 NOTES:10 18 PROVIDE ELAPSED TIME METER,RED(RUN),AND GREEN(STOP)INDICATING LIGHTS. INDICATING LIGHTS TO BE LED TYPE. UH-1 3A 1 120 SQ-D 2510-FGlP 1 1 R UH-2 3A 1 120 SO-D 510-FGlP 1 1 R EUH-1 7.3A 1 2081 NOTES:2 FIXTURE SCHEDULE TC PANEL(TCP) akl 1 120 TAG MANUFACTURER CATALOG NUMBER LAMP TYPE MOUNTING FIXTURE SCHEDULE NOTES EUH-2 208 NOTES:9 A I LITHONIA bp-F-B-232-A12125-12OV-GEB70 2-F32T8/SP35I RECESSED J1x4TrotIer MOTOR SCHEDULE NOTES B IGARDCO I 102-WT-50MH-120-BRP 1-50W MH WALL I NOTES:1 1 NEMA 5-20R GFI RECEPTACLE CONNECTION. LIGHT FIXTURE SCHEDULE NOTES 2 EUHA IS PROVIDED WITH INTEGRAL DISCONNECT AND INTEGRAL THERMOSTAT 1 1.ROUNDED WEDGE WALL SCONCE,FULL CUTOFF.WIDE THROW DISTRIBUTION,BRONZE FINISH. 3 EXHAUST FAN IS TO BE CONTROLLED WITH ROOM LIGHTS. 4 EXHAUST FAN IS PROVIDED WITH INTERNAL PLUG TYPE MAINTENANCE-DISCONNECT. 5 CONTROLS BY TEMPERATURE CONTROL CONTRACTOR. 6 PROVIDE FVNR COMBINATION STARTER DISCONNECT WITH MAG-GUARD CIRCUIT BREAKER DISCONNECT. 7 COMBINATION STARTER IS TO INCLUDE HOA SWITCH,RED'RUN'AND GREEN'STOPPED'LIGHTS,240:120V CONTROL POWER TRANSFORMER FUSED ON PRIMARY AND SECONDARY SIDES,FACTORY WIRED CONTROL CIRCUIT,2 N.O.AND 2 N.C.AUXILIARY CONTACTS. 8 2-POLE STARTER FOR SINGLE PHASE MOTOR. RECORD DRAWING EUH-21S SUPPLIED WITH A DISCONNECT 10 PROVIDE A 30A,208V,2-POLE,NEMA 1,HEAVY-DUTY FUSIBLE SAFETY SWITCH FOR UNIT. FUSE PER EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. REVISION DATE: BY: REVISED FOR: 1j1IIII//""� THE KNOLLS AT H I LLCREST 12/152006 BUILDING PERMIT INTAKE , _- SHEET 1222/2006 RESPONSE TO CITY ENGINEERING DEPT, `*- SCOTT A -.4�- Scale in Feel _ BITTER BOOSTER PUMP STATION DESIGN _ Bozeman Deaconess 12/10I2007 RECORD DRAWING PROJECT ENGINEER: SR DESIGNED BY: SR ==AO�%, N0.8362PE-?2W Health Services CHECKED BY: SIR DRAWN BY: RH ELECTRICAL SCHEDULES E 7 PROJECT NO: 06-006 DATE: DECEMBER 22,2006 12 Al 0 07�ixirrrlll W 0 W CID H Z I= N W ~ W Q J W 1 W Z U) — o f E Q z C7 NLL W O Z a �" m U W t = � 'Lu 51—l"OUT TO OUT FOUNDATION a 4" 12_8'• �ED6E OF EDGE OFJ STUD sue: • 6,�::(V) 2'-b�' 101-6•(V) STID E S%b I I 2�• � I TAr I c� ca 96 zeman Deacons. ,�t7 qb'-b• gS, F1 FI I � ❑celth Servirev I I EDGE OF I S� TAY/ 5 J 5TV I TA.W. 100'-5 I I I I �. T.OYI 6 No FINAL VERIFY GEN. I IOO'-5' T.O.F. \ / cd I I I I 101'-b'(V) ■ PAD PRIOR TO INSTALLATION I qq'-2" TAYI. 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FT6.SIZE REINFORCEMENT BUD12-11 DATE GI -2x6 FI I'-b"x 10"DP.-CONT. 2-14 CONT. 12-10U7 ______ 3-*4 GONT.-LON6 PRDECT MMATi1 —E -T_ -GONG.HALL BLOCK-OUT,SEE G2 N4 a C-O O.G.-SHORT ����pppp -H55 3x9x�i COL.CLUSTER F2 2'-O"x 10"DP.-LONT. D6N9 DETAIL 2/54.1 O IIEVFAED N G9 x4x4 F3 I'-4"xl0"DP.THICKENED SLAB 2-ti4 EYi. TM ar TOP OF WALL STEP LOCATION ALL DIMENSIONS TO OUT5IDE F4 3'-0"50.x 10"DP. 5-«4 Ell. WY OF FOUNDATION 8 CE SOLUMN5 y GI GHED.THIS �1 F5 1'-0"x 10.OP.THICKENED 51-AB EDGE 2-04 CONT. SHMMAM COLUMN MARK-SEE S SHEET FI -FOOTING MARK-SEE 5GHED. 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SLOPE TO DRAIN MITRE BEAMS Y'V GI2x20.T PREFAB TRUSS OGGURS ON NORTH 2-ly"m THRU BOLTS 24"O.G.W/BEAM SIDE ONLY N T N BEARING SEAT 2x6 FLAT BLK6. (ALL THREADS) -- --- I ♦ - SEE ARCH.FOR ROOF SLOPE, y 6d O 4.O.G. 1♦ f4 ROOFING, 12x20.T FASCIA,TYP. - " -T FLASHING,ETC. Uj -- - _ - Yl/2-»12x2Vj'Se, ♦_♦ bd O 4'O.G. A/ Z iI O Ib"O.G. Ii S2 2i' / ♦ •A Bd•4'O.G. V � J Tp,W V GAP R W/2-WVx5" - C LU LAGS TO BEAMS GI2x20.'1 FASCIA W/ ;' d SHAPED 2xl 2-OI2x215'SCREWS 'SIMPSOW HANGER O 24"O.O. O 16,O.G. O S 6.L.BM.,SEE PLAN \1\'_15IMP5ON1 2x12 RI -L� Slbxl2 ¢ N T.OYV. ` H 5EE PLAN - — r � Z 2x12 LEDGER W/ FACE HANGER -- (n 3-•12x3k2'SCREWS - 2x12•24' O O Ib'O.G. (��p �_-_ Op. L.BM., � U '1 SEE PLAN cn c G12x20.'/ 51MPSON'U210 PRE-FAB TRUSSE5 = 0 2x12 LEDGER W/ O 24"O.G. Q I�EDbE OF 5 GAP IC 5-MI2x5'h"5GREW5 FACErH;;LR2I2 2x6 O Ib'O.G.W/ O Ib"O.G. O L1..1 LU N 4 �^ 4-HSS5x5xv4 INSET TYP.2x12 LEDGER CLUSTER Z O m ARCH �� k m EDGE A _ / POR SIDING b" W FND.WALL I/ SCALE: I' SCALE: Oi"= I'-O• 1 III I� 2xb O Ib•O.G.NV "O.SB. B 4"EDGE OF STUD NEVBM I • DBTA DATE ISOLATION JOINT i}"MASTIC,JOINT I I I � 1-12-22-0 GONG SLAB B"GONG.SLAB CO 3ILLIS"5EE PLANn4•12"O.G.E.W., OVT'rIDE EDGE GOL CLUSTER / i CENTERED OF FND.WALL P.T.2x6 W/%"m AB. Z o 45"Or-, I/A6.1 24"O.G. �p 44"BASE GAP PREFAB I C 6 J�' O GONG.5LAB SEE PLAN T.LAN p SEE PLAN zd T.O� SEE ARCH"FOR SOLATION JOINT 5EE PLAN 2' LAND5CAPE/HARD9GAPE 3 2' FE SCALE: 4;:•. I'-0' i d U y ID J VERIFY ¢A.B._ �� ¢MBED It 4"HH..A.S.a 5"6A.E.W. M5 O 12"O.G., COL. H"GONG.WALL EPDXY SET,5' SEE 5/59.1 F B'GONG.WALL BASE R a 04 O 16.O.G.,VERT, MIN. i *bx41yxO'-IO' - t 4-04 HORIZ, YN 2-%'0 AB. GONG.SLAB W/ •4 O 12.O.G., '�i"CHAMFER—__ HAMFER E.W.,SEE MECH, Ikj'DRY PACK FLAT BLK6. ELEC.ORAWIN65 f1 FOR THICKNESS T.O.W. 2' SEE GONG.FT6.,- - U 2x6 o Ib"O.G. r 5EE PLAN 5L,.a -GRADE71 W/Sy"0.5.B. T.O.FT.O.F.� H"GONG.WALL SEE PLAN`Y bIINITAL DATE 12-low HSS RIDAWNU� 0111414 COL.CLUSTER aJ \ PLAN RFVHY®BY EQUIP. PAD EDGE Tw mvmfff ai SCALE: 114' (PUMPS,PRESSURE TANK) SCALE: 14"= 1'-O" J SCALE: I" I'-O" " / SCALE: �°= I'-O" SCALE: I• I'-0" PCA F WW A W S3.1 Q Ell C7 cn o H Zcr C4 SAME SIZE AND SPACING I'-,. LLI ~ L1J �$ O AS HORIZONTAL 5AR-5 05 DAL 0 -1 LL1 W •I6'oG. 7 REBAR LAP SCHEDULE � Z o WOO PSI CON, MADONIY MABQRY ,LASS'A' ,LASS 9' VER15. MORIZ. 0�tT E Il' 22' IS' I2• — `Q Z �-/ W �S 2D' e6' 2e' 14' GUT ALTERNATE EY] U Ll.l i = ip NOTE:EXTEND G.J. V •6 »• M• so• b• ALONG TOP SURFA4-1 BARS®JOINTHORIZ. GONG.SLAB, ' DOWN BACK SIDE I. a BARS t5 CONT. EXPOSED TO VIEW ✓+ y,l SEE PLAN Ib »" 1. 40• 52• w M e2• m• - _ T.O.G.,h 3 r• NOTE: -- - MO l0• 40• - - . - ® ® `�'J N .0 n• Ioo• - - -.. . -�--- -�' a I. • INDICATES I'-b"MINIMUM:24 PLA 82=L DIAMETERS FOR CONCRETE 30 8'CONCRETE GONG.BLAB DIAMETERS FOR MASONRY FND.WALL USC,LAYS'A'LAP IMI.f_SS OTEWWSE IIOTtD ON W/FIBERMESH, I,rroe DRAYUN6S. 2-oS GONT. w 2^ SEE PLAN POR t B ,OATLD eAns'uLnrLr LENT15 ve.•noPHeNr I'-4' ESTABLISH ,���wuw 2. REFERENCE REBAR LAP 2. 6r TE r-oLLowIN6 rAeraes, SCHEDULE FOR SPECIFIC LAP I'-0' tests ruTN twee Less TMAN sx-la—DIAM CONTROL•JOINTS• 11,T^N1°"'�.,, OR 4eAR 9PA,Iw LCSS r N ex SAR DIA1n. 13 24 FT.O.G.MAX. REQUIRMENTS ALL OTHER VP0—COATED BAR5� U TYP.WALL REINF. AT INT. d CORNER \ BAR LAP SCHEDULE � 7YPIGAL 5.W. EDGE (—.1 VERT.CONTROL JOINT IN GONG.RETAININ6 WALL 9966 E _ ND SCALE NO SCALE NO SCALE NO SCALE NO K7AU �•ISTi�`c•:y�2.�` Bozeman Deacons (L COLUMN t FT6. Fledth Services TRUE STRAIGHT LINE sT4 �5AWN WITHIN 24 HR5. J SEE PLAN FOR STEEL COL., AFTER POUR SEE PLANS LOWEST BAR OF STEP LOCATION Uv ANUIDR DOLT O[TAIL xreoL, PIA. Lewin rmv. NPOK PRO.L FOUNDATION WALL FOR 512E o w• 2 2 Ih' �6"BASE R IV SAW GUT IE ♦ h• r.o• D• D• r ' • , • 6�N-SHRINK a-�"mxlo"AB• •' I•-0• S D 2h• W Z ---TRUE STRAI&HT LINE / �# ®- \ �• Imo• '• '• s"• CONTROL JOINT I} / ♦ ��JJ I• Imo• 4• 4• xi - 1,-0, 1,-0, }�. W Q - N ® N HEM' I'-l0' �• �• sy' ( fY I'-O' T.D.G. V L ;SEE PLAN T' \ -® J / ANG10R BOLTe(T'OfilRD) '�` IN' 2'-0• 4' 4• Dy' 13 Ix2 CONT.KEY OR ��.• 2'-2• ♦• 4• sy' MIN. T.O.F. NOTE R POUR STOP•KEYED / ,y�'- SEE PLAN p = KOLD JOINT O = 2 EQUAL PLYWOOD OR MATCH FT6. y CONTRACTORS OPTION,SAW `50NOTVBE � -PROJECTION DIM.SHOWN 15 MINIMUM,SEE BASE IE 4 6ROJT REINF. .H"� • • . • � � y GUT OR POUR STOP. FORM THICK REQUIRMENT5 FOR POTENTIAL ADDITION PROJECTION -_, W LENGTHS 1.5.•H" Z 9 J jD� GONG.FT6., � � C� ^ SEE PLAN b TYPICAL SLAB JOINT , TYP. ISOLATION JOINT AT COL. V ANCHOR BOLT SGHEDULE / , STEPPED FOOTING a GONG. WALL TYPICAL COLUMN BASE CONNECTION C ND SCALE NO BGALJ: NO SCALE NO SCALE NO SCALE 2E CC ZO Lu P4 i C CD TABLES OF EQUIVALENT FASTENERS STAPLES,NAILS,AND T LEAD HOLE DIAMETER FOR LACE BOLTS W_ m (VALID FOR LATERAL LOADD ONLY) N DOWEL SHALLOW FT(5. COMMON lam,.6►AUw Or APPR'D PASTEtM BOLT HOLE SHANK THREADED PORTION HOLE VIA. REINF.PER TYPICAL NAIL STAPLes NAILS T-NAILS DIAMETER DIAMETER r INTERSECTION DETAIL(MIN. SPACING Ie n 14 IIe Is DIAMETER PINE DOU6LA5 FIR LAP PER SCHEDULE) r r 1 I' 14' Ih' Y,, y�� 5/B2" 5/32" 2X6�Ib'D.G. bd AT >'s• 4• D• 4• e• �TW.O� � T--� e' bMi• D' 9h' D' 10' �e 3f6" Io• de• IO' 12• Io' n' 4'-0"MIN.LAP - IT 104 I2• I4y I2• 14h' V %11 3(6" /5d AT 6d O 8'O.G. 2-I6d 4• 21' By' 4• Olt' 4' V2 V4. fie, a6^m EXP-BOLT o FROST e• sh 6h• D" 6y e• 48"O.G.-MAX. Io• ey e• lo• e• Io• REIRSIDING u' e' IO• w 4r FILL IOd T 4• 2' 2h' s• 2h• sh• �4 �4, Nb �' T y DELTA DATE T�.D.F. 6" ". 4• S• 4' g' I�� I�� . �. �. 1 Is" D' 41y' Sy' by' BIy' T - 10' 'y5' l' B' eh' By' _ ALLOWABLE 12• bh' e• •Ih• e• Io• l'. SLOPE PER SOIL NOTe, Poac TIT IS THE DtrtN or t 2Nr oP THREAD LENGTH SHALL BE EQUAL OR GREATER ` t 4'-0"MAX. TYPE M STA as NNL IMo TC MAIN Mt:1 BER THAN k2 OF THE DESI6NATED LA&LENGTH. SEE PLAN Re ff=TOATTAINrMml4 ,APAUTY TYP.MIN.DBL.PLATE LAP d MIN.NAILING (SWl VAUW FOR LATERAL LOADIw. B F \ STEP® INTER5ECTIN6 FROST WALL b 5HALLOW FT6. P \ LEAD HOLE FOR LAG BOLTS SGHED. �� TYP. MIN.DBL. FE LAP AND MIN. NAILING NO SCALE 14 NO S NO SCALE NO 5GALE Be-ALE NO SCALE J Q Q C COO J IOd NAILS 0 3"O.G. V_ DBL 2x KING STUD® a OPENING GREATER THAN 6-o" HEADER,SEE FRAMING PLAN 4 SCHEDULE .G 16d NAILS® 12"O . BIIB12-ID DAIS 7&1DQ7 DBL.2x TRIMMER ENING STUDS i OPENING ROUGH OP GREATER THAN H'-O" PICf MlA�i SEE ARGH'L DW65 , REVIEWED BY TRB a DRAW BY ui PCB F (/� TYPICAL FRAMED HEADER SHEET M11A9B1 c) G NO SCALE S 4.1 m - - w CD cn H Z cr N H LLJ L1J -J W 1 W D M Z GENERAL NOTES: _ - aDs' THE KNOLLS AT HILLCREST PUMP STATION-13OZEMAN MT. W Z 7 6FNFRAi u_OTF_4_ t 5TRl1GTI1RAL STEEL m V w <o � L Contractor shall vorlfy all dimenslons and Job,site conditions before commencing work and Shall I. Shapes: AS7M A992,Fyy.50 ksl ! i = report any dbcrepanci..to the engineer. Plates a Bars: ASTM A36, Fy 56 ksl � 2. Use wr ltten dlmenslons. Do not use Scaled dimensions. Minors ro almenslon IS provided,consult the Tubes:ASTM A500,&rode B, Fy•42 k.l min. LU engineer for clarification before proceeding with the work. 2. Bolts: ASTM A507 machine bolts(MB)vnless otherwise Indicated as A525 high strength bolts 3 3. The design,adequacy and safety of erection bracing,shoring,temporary supports,etc.Is the sole (H.SB) sere high strength bolts(H.S.B)are used,they shall be Installed with load Indicator g responalblllty of the contractor and has not been considered by the engineer. The contractor is devices(load Indicator washers or snap-off heads). �' CL responsible of the stability of the structure prior to the completion of all Shear walls,root and Expansion bolte(EB): "Hlltl-Kwlk Bolt'or approved equal. floor diaphragms and finish materials. Adhesive anchors: "Hlltl HVA" or approved equal. 4. Shop drawings are to be chocked and approved by the 6enerol Contractor prior to submitting for Anchor Bolts(Anchor Rods):ASTM A36,Fy-36 KSI ArchltecWrol and Engineering review. 6enerol Contractor Is responsible for verification and 3. Welding electrodes or wires: ANTS A5.1 or ASS,E70XX:AW5 A5.18,E70SX; AW5 A520,E7XT-X. coordination of dimensions and details for each subcontractor. Welding shall conform to A-45"Code for Arc and Gas Welding In Building constrvetlon". All welding Shall be performed by a certified welder. •` NT!w,�""i, t DE516N CRITERIA 4. Erection old fabrication in accordance with A15C'Specl}Icotlons for Design,Fabrication and Erection of Structural Steel for Buildings--. I. GORE: International Building Code 2003 Edition(IBC). 5. All expoeed steel shall be painted unless otherwise noted. All surfaces shall be given a shop ' No xorcHneW3 2. VERTICAL LIVE LOADS: N.taeo _ coat of approved primer to minimum dry thickness of 2 mils(0.051mrr), Touch up point of all field ROOF 45 PSF weld.and serious abrasions to the shop coot with point compatible with the shop coat. Do not 5666E4fc FLOOR- NA- Slab on&rode = , ♦ paint suriaceS that are to be fire-proofed,embedded In concrete,or In a sllP-aritioal or fully '. am LATERAL LOADS tensioned connection AL. �.x WIND - 90 MPH,Exp.c. rr sr Q SEISMIC- 5s=73.1% WOOD k 51 =21.496 Site class D I. 5awr Lumber: No.2 s better Doug.Fir-Larch,WWPA. Y 61u-Lama.: Continuous or cantilevered members-24F-V8 NOiGHIN6 OF ROOF OR FLOOR JOIST� FOOTIf165: Simple Span members-24F-V4, Bozeman Deacon ALLOWABLE SOIL BEARING- 1nd a gin ring,calculators Health Serices •Note:For purpose of design and engineering,calculations are based on this assumed Sheathing: APA rated sheathing with Span rating as called out on these ings. L bearing.No soils report or Investigation has been made available to Beoudette Consulting Walis: draw I/2"-24/O,OSB-Nall: 8d a 6"o.c.-edges N JS Lr° Engineers.Any dlecrepancles shall be the responsibility of the Owner and/or General Roof: 5/8"-32/1 ad05B-Nall: field •6"o.c.-edges Contractor ad•12'o.c.-hold g Provide blocking at panel edges as designated on these drawings. NpT(�INe s PpLB SPECIAL INSPECTIONS 2. Framing Archore: "Slmpaon"or approved equal. Install as per manufacturer's recommendations. }" BORING OF 6X7.OR Special inepectlon.required by design per the International Building Code Sections 109 and 1709. 3. For nailing not Shown on these drawinga,use UBG rolling schedule,Table 23-II-B-I. G L. ' dC6&Ns N6 i I. 1704.4 - CONCRETE - Dealgn requlros no especial Inspection. BGE Shall coordinate strength 4. Structural members shall not be cut for pipes,ducts,etc.,unless specifically noted,detailed or STUDS testing with Arch. BCE to coordinate mix design verification. approved In writing by the engineer. y Iy. 2. 1704.4 - BOLTS IN CONCRETE - Desl9n requlree no special Inspection. W Z *+* 6 3. 1704.5 -SPECIAL MOMENT-RESISTING CONCRETE FRAME-None for PREFABRICATED WOOD TRUSSES .,y1 4. 1704.4 - REINFORGIN6 STEEL - No special Vropectlon required. BGE shall perform general 1. Maximum truss s oU 24 o.c. HOLE BORING OF ROOF OR FLOOR JOIST OP" construction observation kropections prior to pour. City of Bozeman to perform robar Inspections p �� / (f� u nK Aprrlan� 2. Truaa Loading unless othorwba noted on these drawings, `/S. IT04.3 IN-FIELD NELDIN& -SCE well vlsuall Inspect field waldln on all non-crltical welde. Top Chord Live Load 45 psf Q 4 ?L "--- SIZE SCHEDULE y p g Top Chord Dead Load-10 psf An Independent Inspection firm will Inspect critical field welding as directed by BCE. el el N are as as b. 1704.2- HIGH STRENGTH BOLTING-Design accommodates non-e up critical connections only. WE Bottom Chord Dead Load=5 psf Z 2.4 ik k h 3. Tru»e.to be fabricated by a certified member of the Truss Plate IroHWte. Design,fdrlcatlan Co perform Fl RJ TURALl MA O all high strength bolted connections aS deemed necessary.:F.-6 is and erection to conform to the Truss Plate Institute Standards. HARDWOOD BR6.BLK. zKe zb ik iM 7. 1701.5.7 - STRUCTURAL MASONRY - None. 4. Connector plates Shall be IGBO approved with a minimum size of 3"x 5". All chord members Shall _ z=I� sb 2y IH have lumber grade sta ips;all web members from the some lumber grade with at least 50%of the Q '4"BENT VIE N FOUNDATION web members bearing a grade stamp. Truss design and erection ploys Shall be by a p-lio.slonal y� 4-% 7HR11 BOLTS 5� „pf^" onairaer re Istered In the State of Montana. i^" I. The tuildh�Is supported on continuous footings and isolated pad footings bearing In undiSWrbed g (/� Z (SLOPED BR6.IE HOLES AND NOTCHES IN 0� natural Sol e. 5. Shop drawings shall Include,for each type of truss,dimensions and configvrotlona,nominal lumber CCq» I` AS REG.b TO �@ ARE b2l ALLOWED 2. The bottom of all footings and slabs to bear on native,inorganic.undisturbed Soil. Bottom of all .1-and grade,specIfIc.tIcn.for connector plates used,size and location of each connector at 0- 1 - MATCH BM SLOPE) UNLE55 OTHERWISE APPROVED exterior footings to bear 4'-0"min,below finished grade each joint and amount of camber If required. Design calculations,shop drawings and erection C IN WRITINb BY EN&INEER 3. Contractor shall provide temporary shoring to prevent movement of walls If bockf111 19 placed plans shall be submitted for review prior to fabrication. The truss manufacturer shall note that the snow oad lis before the floor system or Slab Is In place. adjustments = G lted above does no �b dt Include the additional roof load ad ustments as set forth In 4. There shall be a minimum of 95%compaction(ASTM D1557 Modified Proctor Density)of all backflll chapter 16 of the App-all.of the 1994 UBC, ■ ALLOWABLE PENETRATION IN LIGHT FRAMED 2x LUMBER soils under Slabs on grade. 6. All non-beo-ing wails below prefabricated trusses shall be Slip connected to allow for potential CD3 true*deflection and uplift. L.IJ W NO SCALE f10*GALE 7. &oneraI contractor shall be aware that the truss manufacturer may require truss erection,web and fir CAST-IN-PLACE CONCRETE lateral tracing members independent of these drawings. Contractor shall supply and Install Z 0 1. CONCRETE: f'c=3500 P51 at 28 days,normal weight, tracing as Spec fled unless otherwise agreed to be suppllod by the truss mfg. he O m Mox.slump=3"for alai»and footings. 8. Handling,Inatallatlan aid bracing of all tru»es shall follow TPI publlcoNan HIB-91. Trv» DOUBLE TOP 4'for walla.columns and became. mare/acturor shall fully coordinate truss bracing requirements with the contractor prior to Q W�p Curl compound; ASTM G309,Type 2,Glass B. Instollotlon. 51Mf+50N'M5T3T O• Gonsttructlo to be In accordance with AGI 515-55. lug m STRAP TIE .i Location of canatrvctbn or our joints must be approved the engineer If different from those I6d a E O.G. li• shown on these drawing.. P Apr g n PROPRIETARY PRODUCTS I/9 9M. �+ I. Joist tree and sizes shall be aS Indicated on those drawls a as manufactured Truss Joist r 'T'OUB RED - Concrete shall be air-entrained and Shall conform to section 0 f of ACI d larg for durability. 9 �J DETrH O' 2. REINFORCING STEEL: ASTM AbIS-trade 40 for 5.6rade 60 for s4 and larger.Provide clear MacMil�l Gap.,Boise Cascade Corp.or written approved equals. MIN) embedment of rebar as designated In AGI-318, 2. Joist shall have load carrying capacity In accordance with the manufacturers published load tables. )1" Installotlori shall be as per manufacturers recommendations or a*detailed. 3. Submit shop drawings of layout and required connection details for review by the engineer prior to fabrlcotian. 14"BENT•U'R NV 4-ill THRU BOLTS (SLOPE BR&.IE A5 WOOD OR 6LU-LAM BEAM REQ'D.TO MATCH BM. I011111 6 (SEE FRA.MIN&PLAN) - SLOPE) SEE PLANS IIIILTA DAR - BUILT-UP WOOD COLUMN t 12-11 MOOD STUD WALL ^ -- - --<. - SHEATHIN&-SEE ' BEAM PARALLEL TO WALL A \ TYP. 6LU-LAM BEAM/STEEL COL. 51-HEDULE TOP R GONFIbURATION MAY NO*GALE � VARY. IF NOT CONTINWIY, DBL STUD O CORNER ":7A R GONFIbURAT10N MAY VARY, 6 PROVIDE'SIMPSON'M5T37 STRAP TIE ACROSS BEAM. NO SPLICE WHERE - - 5DE OF re5 FAQ. SOIF NOT N'MST3w�TRAP TIE E 16d a 4'5TA66ERED BOTH 6.L.BM.,SEE �" INDICATED AS'CANT.' EDbE NAILING-ALL .11 J SIDES OF BEAM PLAN ON THE DRAWIN6 E*NEE,ALL 5HH T5 LAOSACROSS BEAM y 2x SOLID BLK&.a y I I I I WOES"EL 4 WOOD OR 6LU-LAM I l• FIELD NAILING• Q J BEAM SEE PLAN FOR I�' INTERMEDIATE SIRPORTS Z G = 51ZE a LOCATION �f ! F EDGE OF WALL3" J 2x STD EACH IL a p SIDE OF COLUMN p C..7 J ---°---2x BUILT-UP WOOD STUD SILL BOLTS S"MIN,COLUMN IN FRAMED SGHEDUL 9'MAX, - UJ IWWALL t *PAGER TO co MATCH BEAM WIDTH V"BENT"V"R YY/ (.(p7E5. STEEL BEAM E V.'END R.SEE - Ibd•12"O.G. 4-�'e TNRU BOLTS I.MIN.EDGE DISTANCE FOR NAILS SHALL BE'a6". PLAN OR SOLID POST,S-UP HOOD EE �i 5TA66ERED (SLOPE BR6.Ie AS 2.MIN.SHEATHING SHEET SIZE SHALL BE 2'-O"x4'-O", PLAN If55 COL. REQT7.TO MATCH 3.NAILS SHALL NOT BE OVERDRIVEN BEAM PARALLEL TO WALL BEAM PERPENDICULAR TO WALL MffK�� to SM PLANS Ell SLOPE) 4.NAILS SHALL BE COMMON WIRE TYPE OR APPROVED 16d NAILS®12"O.G. 1b1007 BEAM PERPENDICULAR TO WALL EQU L STA&&ER pp,wM11111110 011i BM. TO COL. WED IN CONN. IN WOOD STUD WALL TYPICAL STEEL BEAM TO WOOD COLUMN n TM 2 NO SCALE E NO SCALE 6 NO se- NO SCALE MA"tN Q lYffT Mll�l rru S it a T, o N ARCHITECTURAL ABBREVIATIONS ARCHITECTURAL MATERIALS M A-g Lu O BOOSTER PUMP STATION ItCr NOTE:NOT ALL ABBREVIATIONS MAY OCCUR IN THIS PROJECT Q NOTE:NOT ALL MATERIALS MAY OCCUR IN THIS PROJECT A THE KNOLLS AT H I L L C R E S T AB ANCHOR BOLT GA GAUGE OUAN QUANTITY III -I EARTH �� c $ W ABV ABOVE GALV GALVANIZED QT QUARRY TILE a ~ AC ACOUSTIC.ACOUSTICAL GB GRAB BAR Ott QUANTITY I I TM L It = ACC ACCESSIBLE,ACCESSORY GEN GENERAL I I V r cc ACI AMERICAN CONCRETE INSTITUTE GFCI GROUND FAULT CIRCUIT SHEET INDEX PROJECT TEAM VICINITY MAP ACT ACOUSTIC LCEI CEILING GLASS INTERRUPTER R RISEN RADIUS GRAVEL Rffi layl ACT ACOUSTICAL CEILING TILE GL GLASS RA RETURN AIR 5 U AD AREA DRAIN GlU LAM GLUE LAMINATED ARCHITECTURAL BOZEMAN DEACONESS HOSPITAL to ADHES ADHESIVE GLZG GLAZING RE RADIUS CONCRETE o w RE RESILIENT BASE cr W L. F�w 1 B A01 ADJUSTABLE GMU GLAZED MASONRY UNIT RD ROOF DRAIN d M ADJCNT ADJACENT GWB GYPSUM WALLBOARD RE REGARDING � I' � L u AD.1-COVER SHEET CHERYL RIOGELY-VP BUSINESS DEN. 3' �E_ ADMN ADMINISTRATION GYP GYPSUM ®METAL REF REFERENCE li AFF ABOVE RNSHED FLOOR REFR REFRIGERATOR Al.1-ROOF PLAN RICHARD OJALA-VP SENIOR SERVICES y ; w p ILA A R HANDLING UNIT H Bll V REIN REINFORCING.REINFORCEMENT A2.1-MAIN FLOOR PLAN 915 HIGHLAND BLVD. !swn�I- H ALT ALTERNATE TAPERED EPS INSULATION — ALUM ALUMINUM HB HOSE BIB REO'D REQUIRED A4.1-EXTERIOR ELEVATIONS PHONE: 406.522.7646 at Q 9•h r HD HEAD RES RESIL ENT OF M A4.2-EXTERIORELEVATIDNS FAX: 406.522.7646 I a 'IQ�Q� ANOD ACCESSo HDWO HARDWOOD RET RETAINING a °H A5.1-BUILDING SECTIONS — AlffiMSt C auk� _ AP ACCESS PANEL HOWE HARDWARE REV REVISION ROOF INSULATION BOARD 1P ?Wy A6.1-WALL SECTIONS&DETAILS OWNER'S REPRESENTATIVE iii ARCH ARCHITECT,ARCHITECTURAL MM HOLLOW METAL RFG ROOFlNG ARCH ASPHALT y OON r A$SY ASSEMBLY HDRIZ HORIZONTAL RH ROBE HOOK FOAM INSULATION HE HIGH POINT RM ROOM A9.1-CORE DETAILS Ft ASTM AMERILAN$OCIEttOFTESTING MR HOUR RO ROUGH OPENING f TODDMITCHELL —�N MarfRALs ( PC DEVELOPMENT itA Ir�PnMRt ;� ATTEN ATTENTION HIS H HEIGHT STEEL RW RAINWATER LEADER MM HS c�`v F Clwd_yW St AUTO AUTOMATIC HW HOT WATER S BATT INSULATION C' t 3985 VALLEY COMMONS DR. eo AR BUILDING INFORMATION N° aVC AVERAGE HVAC HEATING,VENTILATION. PHONE: 406.586.9922 ee sTucco AIR CONDITIONING $ SOUTH,SEALED FAX: 406.586.9921 m n _ B SA SOUND ABSSAD SEE ORBER OCCUPANCY GROUP:U&B W •St - N F > BD BOARD I SCO SEE CIVIL DRAW CGS ECTURAL DRAWINGS BLOCKING 'MIXED USE W/NONSEPERATED ARCHITECTURE P a s I BKR BACKER C NTERIOR DIAMETER SC SCHEDULE Bozeman Deaconess USES ACCORDING W/IBC 2003 W •n S! > Z y BLDG BUILDING IGU INSULATED GLAZING UNITS SO SOAP DISPENSER II-Ith R iaa �- y D A BOOSTER STATION BlK BLOCK ® FRAMING LUMBER 302.3.1 DON MCLAUGHLIN . ' e �� BILKS BLOCKING N NCH SECT SECTION --1 WertronA Dr BM BENCH MARK,BEAM INCL INCLUDE SED SEE ELECTRICAL DRAWINGS PLACE ARCHITECTURE L.L.C. NsuL INSULATION sEL SELECT LI LIGHT GAUGE MTL FRAMING W Mafon Gt Molly d g0 BOTTOM OF INT INTERIOR SEP SEPARATE BUILDING CONSTRUCTION:TYPE IV 118 E.MAIN F Mnon St 6 Ya Pnec aM d Asa BRK BRICK IF INTERIOR ELEVATION SF SPECIAL FlNiSH PHONE: 406,586.0033 BSMT BaSEMENT Acerb d r S Plnecvfl d BTM BOTTDM SHLV SHELVES E PLYWOOD ALLOWABLE SQUARE FOOTAGE:5,500 FAX 406 585.8801 I SHT SHEET 'ACCORDING TO MOST H.ft—Dt r A0, N Cee•rM•w ` BTWN BETWEEN J SHT'G SHEATHING r RESTRICTIVE USE STRUCTURAL ENGINEER - o� w I_; CuR BUILT UP ROOF JST JOIST SHWR SHOWER m GYPSUM WALLBOARD ', I '\ JT JOINT SIM SIMILAR N Spruce d / Si SCORE JOINT W Z ACTUAL SQUARE FOOTAGE:1110 TOM BEAUDCTTE Q 9 S ate d CABT CABINET L SMD SEE MECHANICAL DRAWINGS CONCRETE MASONRY UNIT �r P CAP CAPACITY SND SANITARY NAPKIN BEAUDETTE CONSULTING ENGINEERS F u I \,f. t(e BN 94 Lomaf Qr cn•rgD Ce CATCHBASIU' LAM LAMINATE,LAMINATED DISPENSER � Cl) J 131 W.MAIN,MISSOULA,MI.59802 1! V1_: C_ CHALKBOARD SNDR SANITARY NAPKIN ® WOOD TRNA-FlMSHED gp LAV LAVATORY Q PHONE:406.721.7315 vO / _ 6 K*0 S C/C CENTER TO CENTER LB POUND DISPENSER'RECEPTACLE W Q � CG CENTER GUARD LEV LEVEL SNR SANITARY VAPNIN fJ z FAX 406.542.8955 CI CASTIRON RECEPTACLE ' LG LAMINATED GLAZINGOn CIP CAST-IN-PLACE LINT LIMB SPD SEE PLUMBING DRAWINGS O CD MECHANICAL ENGINEER CJ CONTROL JOINT LINO NOLEUM SPEC SPECIFICATION y L _ ClG CEILING Sp SPEAKER Z LIMB LIQUID MARKER BOARD fn ClR CLEAR LP LOW POINT SO SQUARE Q O KEVIN JOHNSON CM CENTIMETER LT LIGHT SOFT SQUARE FEET L u v� HKM ENGINEERING CMT CERAMIC MOSAIC TILE LUL LEVEL SS STAINLESS STEEL Z U CM CONCRETE MASONRY UNIT $$D SEE STRUCTURAL DRAWINGS O 0 601 NIKLES DR.STE.2 p CNTR COUNTER STO STANDARD z PHONE:406.586.8834 CO COMPANY M STL STEEL CI_ U4 FAX: 406,586.1730 COL COLUMN M METER STN STONE COM COMUNICATIONS STOR STORAGE W CD COMP CommPOSITION,COMPARTMENT M MAIT(IMIIM.Lt STR STRIIC TUBE/STAIR ARCHITECTURAL SYMBOLS z CIO CONCRETE STRFRNT STOREFRONT --- - - J Q _ CIO CONNECTION MCP METAL COMPOSITE PANEL STRUCT STRUCTURE"$TRUCTURAI CONST CONSTRUCTION MOD SURF SURFACE MECH MECIHANICALUM SITVDVERLY CONT CONTINUOUS SUSP SUSPENDED,SUSPENSION rE CENTERLINE O L.I.J N o MEDI MEMBRANE LONTR CONTRACTOR0 RIDIN MEDIUM $UBFLR SUBFl00R O m N -- CD COORD COORDINATE MEP MECHANICAL ELECTRICAL A PLUMBING CORR CORRIDOR MEZZ MEZZANINE T ? CPT CARPET MFR MANUFACTURER MAIN FLOOR ELEVATION MARK CPT-T CARPET TILE MH MANHOLE T TREAD 1ar-D" W m CR COLD ROLLED MIN MINIMUM c CBS COURSES T&G TONGUE A GROOVE Y \\\\ CSK COUNTERSINK MIR MIRROR TEL TEST BORE.TELEPHONE TOWEL OAR MISC MISCELLANEOUS CT CERAMIC TILE CUBIC MLDG MOLDING SPOT DIMENSION l CUS OM MLWK MILLWORK CUST TEMP TEMPERED MIA MILLIMETER TERR TERRAllO CW COLD WATER MO MASONRY OPENING TG TEMPERED GLAZING TINT THICK N D MOD MODULE MPU MOUNT URPOSE OPENING TILT TOLIET L DOUBLE T.O. TOP OF NORTH ARROW B T MT MOUNT MTL METAL T.O.B. TOP OF BEAM DE DETAIL E T.O.S.G TOP OF TOP OF SLAB OF DRINKING FOUNTAIN MULL MULLION 12 - - DIA DIAMETER T.O.W. TOP OF WALL Z ROOF PITCH o / DIM DIMENSION N _p it TRH TOILET PAPER MOLDER Div DIVISION TR TREAD REVISIONS DP DAMPPROOFING N NORTH T$ TUBULAR STEEL o -/ DR DOOR N TYP TYPICAL NOT CONTRACT DELTA GATE DS DOWNSPOUT NOO NUMBER DSP DRY STANDPIPE NOM NOMINAL D lo2B DOOR NUMBER 1 0226/2007 DW DRYWELV NOS NOT TO SCALE Z DISHWASHER NUM NUMBER UNPIN UNFINISHED DWG IS) DRAWING(S) UNO UNLESS NOTED OTHERWISE B E D UPT UNGLAZED PAVER TILE A O WINDOW,STOREFRONT NUMBER E EAST OC ON CENTER V 8 EA EACH OD OUTSIDE DIAMETER' c EJ EXPANSION JOINT OVER FLOW DRAIN VR VAPOR RETARDER EL ELEVATION OFF OFFICE VCT VINYL COMPOSITE c - ELEC ELECTNIO OH OVERHEAD.OVERHANG TILE ROOMROOM NAME,NUMBER ELEV ELEVATOR/ 0i0 OUT TO OUT VERT VERTICAL 101 a / ELEVATION OPNG OPENING VEST VESTIBULE EM ENTRY MAT OPP OPPOSITE VEY VERIFY c ENCL ENCLOSURE OS OVERFLOW SCUPPER VIF VERIfY IN FIELD r ED EQUAL OZ OUNCE VG VERTICAL GRAIN WALL TYPE L EQUIP EQUIPMENT VSB VINYL SHEET BASE L.u1.1 EWC ELECTRIC WATER COOLER VSF VINYL SHEET FLOORING o P VWC VINYL WALL COVERING (n LL EXIST EXISTING EXP EXPOSED P PRECASDj BUILDING SECTIONSHEET WHERE SHOWN o E%T E%TERROR PC PRECAST W A5.1 H— a PERT PERFORATED W LL E PEST PESTICIDE W WEST/WASHING MACHINE :::p On o Pi PLANK JOINT WJ WITH 0 Cyr FD FLOOR DRAIN PL PLATE WC WATER CLOSET z FDC FIRE DEPARTMENT PLAS PLASTER WO WOOD SECTION DETAIL CALLOUT V j CONNECTION P.LAM PLASTIC LAMINATE WDW WINDOW A5.1 FON FOUNDATION PLYWD PLYWOOD WE WIDE FLANGE RE ENE EXTINGUISHER PMBS PRE-ORGANIZED METAL WP WATER PROOF a FEC FIRE EXTINGUISHER BUILDING SYSTEM WE WASTE RECEPTACLES O c CABINET PNL PANEL WATER RESISTANT A5.1 PLAN DETAIL CALLOUT � FF FINISHED FLOOR POL POLISHED WSCT WAINSCOT J FHC FIRE HOSE CABINET PREFAB PREFABRICATED WSP WET STANDPIPE SUBMITTAL DATE o FIN RMSHED PREFIN PREFINISHEO � wElcHr 12.10.2oo7 m /� FlC FURNISHED AND INSTALLED PROP PROPERTY WFW WALL WALL L 5 _— GRID NUMBER'LETTER PROJECT NUMBER c BY OWNER PS PROJECTION SCREEN WWF WELDEDD WIRE FABRIC `J 0616 Q N FUR BOOR PT POINT.PRESSURE TREATED FOG FACE OF CONCRETE PTD PAPER TOWEL DISPENSER Y REVIEWED BY FDIC FURNISHED BY OWNER PTN PARTITION �t DIMENSION TO(AS OR CENTER OF PLACE Cn INSTALLED BY CONTRACTOR PUG POWER-UNDERGROUND VD YARD 7• WALI/COWMN(AS NOTED) DMACBY FNTOM fFAACa�OF STUD PVC POLYVINYL CHLORIDE __ PLACE F— SHEET NUMBER Q FIRE FIBER REINFORCED PANELS 7• Vy FT FOOT"FEET CLEAR DIMENSION o Ft FACIAL TISSUE DISPENSER A O• 1 O ti FTG FOOTING W cc d [i 1a U C d G ..7 N - _ - _ _ _ - _ - - _ - - _ - - — _ - — - - — - - GU`. - - - - - - - - PROPERTY LINE - - - �� 2 3 4 5 6 fi ¢ I 51'-1' I / �_�� � 14'-113/4• 1r-e• 2V-2• ir•r tr•11• I LL W RITlA1E PlA7A AIaa.LCj(RINORE PINSE) _ . . I ;`CLL ROOF DRAIN DOWN PIPE IN I a A I �— - - - - �- F- - WALL BELOW(SEE MECH) - A ) EXTERIOR LIGHT FIXTURE �/ I 2 EXTERIOR LIGHT FIXTURE MOUNTED ABOVE DOOR (SEE ELEC.) BUILDING CONTRACT LIMIT LINE MOUNTED ON WALL T V-21rz• 19'-111/2• I (SEE ELEC.) AS.1 STANDING SEAM MTL ROOFING I 1E OF MOtir lit - - - - - - - - ARROWS SMON7 G SLOPE TO DRAIN - - - _ 1f 1L W I �• I P MIN S OPE 1/4• ( , I h s MEMBRANE ROOFING I I (TYP.ON PERIMETER_ o �u ROOF) I 'oH ti A.1 C - - L 2 Ae.1 I �J LOPE TO T EDGE L D:2 oGE I - EXTERIOR LIGHT FIXTURE 1a:1 Bozeman Deaconess ss I MIN 1/4':1'0" I � MOUNTED ON MTL CHANNEL 11..HA srr; I .gS (SEE ELEC.) I 4 A- FUTURE PLAU AREA(N.I.CI(FUTLIRE PHASE) -/ I y 2 A9.1 3 4 6 I W z I BUILDING CONTRACT LIMIT LINE I V L1J J Q I J a c Z w J z n U in I CD ¢ LJJ O o C U � I Z J °- oCLLJ w o I Z IV n I CD [n II W m I 9 I 1 o I � I REVISIONS I DELTA DATE 0 02R62007 I I J o 4 I I AS I I S I o I — - PROPERTY LINE — - O z ROOF PLAN o w o N O Q CD a t] GENERAL NOTES SUBMITTAL DATE m 0 0616 Q 0 1. SEE CIVIL DRAWINGS FOR SLOPE AND GRADING INFORMATION REVIEWED By PLACE Cn 2. SEE DRAWING FOR CURRENT AND FUTURE CONSTUCTION LINES DRAWN By PLACE 3. GRIDLINES 1&6 IN PLACE FOR POSSIBLE FUTURE PHASE SHFFT NUMBER z Cn 3. SEE SPECIFICATIONS FOR IECC COMPLIANCE A1 . 1 0 o eo 4 cm 6 a C-4 GENERAL NOTES � 1 12•-8• 26-2' 1r-3- 12•-r1• (~j FUTURE PLAZA AREA(N.I.C)(FUTURE PHASE) 7 W r 1. COORDINATE ALL EQUIPMENT HOLD DOWNS AND u I - - - - - - - - - - - - BLOCKOUTS W/KEVIN JOHNSON,PE,HKM(406)586-8834 � S sr- 2. FOR SPOT ELEVATIONS AND TOPOGRAPHY SEE CIVIL m Q o W 3. FOR FLOOR DRAIN LOCATIONS SEE MECHANICAL f^u� V I 4. ALL DIMENSION ARE TO THE FACE OF STUD UNLESS I CUT CONCRETE OTHERWISE NOTED' - - - - - (SEE DETAIL BELOW)\ 5. SEE ROOM TAGS FOR OCCUPANCY TYPE(MIXED USE) (SEE CIVIL FOR ACTUAL AREA 1 t 6. SEE SPECIFICATIONS FOR DOOR SCHEDULE tiP of MOH 1,2 t* or,, r- I 7. OPENING IN WALL TO ALLOW FOR SINK FITTINGS TO PASS y s e ow u THROUGH INTO THE JANITOR CLOSET FOR SECURITY. LOUVER BY OTHERS I I SEE DETAIL 5/A6.1 FOR CLARIFICATION. u t �'1 BUILDING CONTRACT LIMIT LINE I 8. ACCESS HATCH TO ATTIC.(3/4"PLY W/GATE HINGE&LATCH) S4ED �a°a Aat 1 (ALIGN W/TRUSS SPACING-SCREW ATTACH TO TRUSS) I —-— — — is I I I 13ozema®coness ti/r Hc.lEh Grvices HW WD FRAME DOOR e I I I SLOPE 1/4"PER 1'-0" FINISH SCHEDULE (SEE SPEC FOR ADDITIONAL INFO) r JAI4I1OR,-13 J I 1 1 FOR DRAINAGE(GONG.) Y' ROOM 101: WALLS AND CEILING-#2 CORRUGATED MTL(SHOP PAINTED) A ISOLATION PAD 49 SF FLOORS-SEALED CONCRETE OCCUPANCY:B (SEE MECH) _ I EXTERIOR LIGHT FIXTURE G.I.TRIM BASE(SEE 6/A6.1) n o-o°IssDl + 1 MOUNTED ABOVE DOOR (� e M'i I I (SEE ELEC.) I ROOM 102: WALLS AND CEILING-1/2"PLYWD PAINTED(S.W.DURATION) W Z FLOOR DRAIN SEE MECH) I WAINSCOAT @ 2 SIDES OF MOP BASIN 4'HIGH C 7 1 - - - S - - 11 i - - - C ) W/#2 CORRUGATED MTL(SHOP PAINTED) U J SEE GENERAL NOTE I I W FLOORS-SEALED CONCRETE C..) L u Q 17 FOR OPENING I G.I.TRIM BASE(SEE 6/A6.1) CD o I GENERATOR ROOM r---------I ; ' Z v) I I 104 .1 b I _-. I ROOM 103: WALLS AND CEILING-1/2"PLYWD PAINTED(S.W.DURATION) p O w I L_ ] L________J ii UMPROOM RESTRDOM / 1 `I FLOORS-SEALED CONCRETE T 290 SF A6.1 j a G.I.TRIM BASE(SEE 6/A6.1) 2 C, s I OCCUPANCY:U 103 101 I I Q w As.1 t 625 SF 157 SF z ROOM 104: SAME AS ROOM 103 o I 10 I tst SEE GENERAL OCCUPANCY:U 7OCCUPANCY:B I Q oU z NOTE#8 �W cn :E Q lJJ A6.t W12X30 FOR t2 a J p Z HOIST(SSD) aAz i J p Q � 1 HOUR WALL CONSTRUCTION FLOOR DRAIN O LLJ N I I (SEE 121A6.1) i (SEE MECH) I Y O m E I O J � -- - - - - - - - - - - - - - - - - - - - - - - - - - - - —=-- ------�' - - - - -�-I- W_ m — — — - — - — - L - — — — — - —Er — - — — — — — — - — - - — - — — - — - —J- — - — • — • — - J ` N • I FUTURE PLAZA AREA(N.IL)IFUfURE PHASE) I r 2 LOUVER BY OTHERS BUILDING CONTRACT LIMIT LINE 1 2 3 4 5 6 E MAIN FLOOR N DELTA DATE o � 1 ozizr,�zooT s s CL 0 0 J z d CD o q' w ca, LJ_ cn o CZ C7 G Q cr 1l J 0 SUBMFfiAL DATE � EXPANSION JOINT @ 1 D-0"C.C. z.lazoat m o CIO TYPICAL BOTH WAYS/ PRQ1E0061NUMBER RENEWED By ALL CONTROL JOINTS TO B\CUT 66 2'-O"X 2'-0"TYPICAL DRAWN BY PLACE SHEET NUMBER Q o (n CUT CONRETE PATTERN ~ A2. 1 CD acl- I o �` W 6 5 �+ 4 �1 3 2 1 4'-1012• 40-412" AB.1 4.10• _ I T.O.RIDGE 25'-91 9 LL cc _ n 2 U CENTER LIGHT FIXTURE St. ¢ ABOVE DOOR wt I I 'e cWj Q T.o.RlDcezr-s d STANDING SEAM MTL ROOFING OF MONl I ~' DON 'Z y 9 _ 15'PLT 0-S� T AB1 #1 CORRUGATED MTL SIDING 'o M8B0 tip° I I I I 4-1_1 T.0_IrII EEL 111 LT 11'-1"-SSD V 10- - - - 10'PLT Bozeman Deaconess Heellh Servicrx LOUVERS(SEE MECH) SIDING - IF I W c=� MAIN FLOOR _ MAIN FLOOR -0:� - - - - _ _ _ _ _ _ _ __ III_I cc ENTRY ELEVATION =—�_—_—_—_—=—=—I=III=I 1=1 1 1 1=1 1 1=1 =1 I I 11=I 1=1 I-1�1=1 1=1 l 1=1 1=1 i 1=1�1=1�1=1 1=1 I�I 1=1 1=1 1=1 I I-1 I I-1 ICI 1=1 1=1 1=1 1=1 1=1 1=1 1=1 11=1 1= J o 3 ,/4"=,'-o• III—III=1 I =1 1=1 1=1 1=1 1=1 11=1 I I—I 1=1 I I—I I I—I I I I I—I I —I 11=1 11=1 11=1 11=1 11=1 I —I I I-1 I I—I 1—III—I 11 11=1 11—III—I 1—III—III—III—I —1 I—III—III—III—III—III I —III J = Ill —JI�U 1-11L—� 1=U —UPI.. .. =11L-1!IJ =ll s U III-III=1 I =1 I I=1 =1 I=1 I I=1 I I-III=1 I I=1 I I=1 I I=1 I =1 I I-III=1 I =1 I =1 I I=1 I =1 I I=1 =1 =1 I=1 I =1 -1 I =1 I I=1 I I=1 I I=1 I=1 I =1 =1 I=1 -1 =1 I =1 =1 =1 I =1 I =1 I-III=1 I: En I ¢ w 6. I Q o 1 NORTH ELEVATION J � wo cc 1/4•=r o• J a- a Z � � o O L11 1UJI V U Z o Y o 0° r � 2 2' W 3 1 m B'-B114• •100/4• 0'• 1/4' A5.1 A5., a I I I 3 0 E I I I I I o -- T.O.RIDGE 21'-5• REVISIONS 9 DELTA DATE #1 CORRUGATED MTL(SEE SPEC) I Eo 5'-10' •11 1/4' 8'• 1 02262007 STANDING SEAM MTL ROOFING 2 G 15'PLT 4 o - - -- - - - - — - - 15'-0'-SSO coo T.O.CHANNEL //--, Z -1 - - - -- - - - -� 11'-1"-SSD`' _O 10'PLT ~ g W LOUVERS(SEE MECH) SIDING J z W F- o - O) � - O z W I CONCRETE I X Lu °C 4 MAIN FLOOR cN =1 I=1 I =1 I 1=1 I 1=1 I 1=1 1=1 1=1 11=1 I 1=1 I 1=1 I 1=1 I 1=1 1= El 1=1 11=1 1=1 1=111=1 1=1 1=1 i 1=1 1 1=1 =1 1=1 1=1 1 1=1 1=1 1=1 1=111=1 11=1 11=111=1 �1 1= o ° ZD I III=1 11=1 1=1 1=1 1=1 1=1 H=1 1=1 11=1 I I-111=111-111=11 I-111=111=1 1=1 1=1 1=1 1=1 1=1 1=111=111=111— - I 1 1=1 1= 1-1 1-1 —I 1=1 1=1 1=1 1=1 1-1 1=1 1=� 00 =1 1=1 I I=1 =1 I =1 =1 1—I I—I I I—I I I—I I I—I 11=1 I I—III— 11=1 =111=1 1=1 1=111—I 11-1 —I 11=1 11=1 I =111—I 1 I-1 11 —I 1 I—I I-111-1 11—I 11—I 11—III—III—I 1 I- :E' Hill_=U I 111=1 11 _!l I—Ill—I I =U 1=111=1 I1.__ll I UPI I _—U _l_ U Imo_ _� _ T.D.FTG REVIEWED BY I-III-III-III-III-III-I I ICI I I-III-III-III-III-III- I I-III-III-III-III-III-III-III-III-III-III-I lil l-III-III III-III-I I-III-III-III-III-III-I I ICI I I- 4 °'� PLACEI DRAWN BY 1 4 amid o SHEET NUMBER < a SOUTH ELEVATION A41 w 1/4"=1'-0 . 0 o cc a Cl CD 0 0 N LU S W W �- D 5'-172' 14'-1' S'-51p• -- - U W Q #1 CORRUGATED MTL _ 4 T.O.RIDGE 21'-5•n 5 I 4 1 A9.1 OF MOHT r 1 I B y DON / ) A8.1 ATTIC VENT 3X3 MTL COLUMN TYP(SSD) 3• 1I 3• - - -B _ _ _ 15,PLT /1 < E M E TAP FOR 1/2"BOLT 4 5 1 M2 15'-0"-SSD 'oH Mseo 1/4"PL.STEEL CENTER LIGHT FIXTURE a ACENTER BOVE LIGHT FIXTURE seD na�� ABOVE WINDOW C s'- OD 512' 5'-912 MOUNTED ON CHANNEL - - T.O.CHANNEL 11'-1"-S 1 PROVIDE SDA4z - - - 10'PLT Bozeman� CAULKING B ac�ness r + 5 l p17 WELD ` _ 1 12 X 20.7 STEEL Nz CHANNEL ❑ ❑O STONE VENEER b � CONIC.STEM WALL IJ ~^^ I A v+ B1rr 4'-131W v' SIDING LJJ Z COLUMN BASE-ON WALL SHELVING BY OTHERS C/i J MAIN FLOOR Lli UD Q =1I'I=1I I=1 =1I =__ J _ J - __ -_ - - - 0'-0.. J o EXTERIOR LIGHT FIXTURE111 111111—I 11=111 111 111 1 I I I I I I I I I I I I I—III 1 1=1 I FA 1 _ —_ _ J p O MOUNTED ABOVE DOOR III III=1 =1 =1 I=1 I I=1 I I III III IIEd II III III III_III—III—III—III—III—III—III— _ w B1 (SEE ELEC.) —_IIII—I — — I—I II FLOOR MOP SINK 1 1�U = = � 1J U— — 1 -Ja�Ll I +} u 1—LPL -!I — T.O.FrG Q U3 z'-9' -�� I�I�� IIII�II�II�IIIIII�IIIII���IIIII�I�III���III���III��III�IIIIillll C� Q V+ CLu 3 3. 1 EAST ELEVATION J � z �'-0" J TAP FOR 1/2"BOLT j 5 O Lu �1 AB.1 cc M L.I.J � 0 1/4"PL.STEEL C - — c / Z O m in \� i e PROVIDE CAULKING j LJJ p7 y MAIN FLOOR oc� A B C D = Y WELD / 2-51/ 3'-63 ' 10-9 T-51M' 4'-11,2• . 2'•9• 5'-B' 5'-41/2 I/ r.G.wocE ss'•9•� 1/4"PL.STEEL 9 (MATCH SLOPE OF RAMP)� I I I I ANCHOR BOLTS(SSD) NO INSUL NEEDED ON INTERIOR COLUMN BASE-ON RAMP / AIR HAND DRYER WALL BETWEEN RESTROOM 0 5• 1 1/2"-1'-0" (SEE SPEC) AND JANITORS CLOSET I CONC COUNTERTOP REV SIGNS - PAPER TOWEL DISPENSER I DE�ra DATE o (GEORGIA PACIFIC) -_ s-5w s'•41/2• #1 CORRUGATED MTL SIDING 1 oaz52ooT TRASH RECEPTACLE I __ UNDER TOWEL DISPENSER - - —_ 2 / (SEE SPEC) • As.1 ( s \�� J 5 FLOOR DRAIN - _ I 15,-05-SSD V 5 Y 12 X 20.7 (SEE MECH) STEEL CHANNEL + FLOORS:CONC. EXTERIOR LIGHT FIXTURE 4 0 _ _ T.O.CHANNEL Z T.O.CHANNEL CHILD CARE TABLE 11'-1"•SSD C n 111.1..-SSD 1 HOUR WALL CONSTRUCTION - - - Y (SEE SPEC) 10'PLT (SEE 12/A6.1) Q 1/2"PLYWD SHTG n LiJ #1 CORRUGATED MTL B W z DOUBLE TOILET PAPER ROLL A6.1 w a 10'PL_-T_� (GEORGIA PACIFIC) 5 - SIDING p cn o 10'-1"v -- CD a uz 5 V2" 412- PROVIDE CAULKING / - z j _ - _ _ THIN STONE VENEER � Q 1/4"PL.STEEL _ LL J M - - - - - a �' 3- WELD D D _ _ - - - - -_ MAIN FLOOR LL F- COLUMN(SSD) _ _ _ _—_—_ - —_— --_—_—_—_—_—_ I' 0'-0" `� J �' III—III—I I El I I—I I I I I Ia I I—I I I I I I-1 11=111 11-111 111-11 I—III—III—III—III—III—I 11= SUBMITTAL m Cn TAP FOR 1/2'BOLT —III—III—III=r111=I I—I 11—I I I=I I I=I I—I I I—I I I-1 11=I 11 I—III—III—III—III—III—III—I ITI 11 PROJECT T.O.F� REIAEWED BY =1 I—i I—I III—I �—III—I —III—I I—III—� PACE &; DRAWN BY ZD PUCE Q SHEET NUMBER z COLUMN TOP-TYPICAL EP-RESTROOM&JANITORS CLOSET WEST ELEVATION - CIO q S 1 1/2'=1'-0' 3 1/2 =1'-0" - 1/4"=V-0- F- Lu o A4.2 CD a cm oWC _. Lu W fCU. = CJ W B C D D C B � n S'•T t3'-t0- 5-6• I--� I I 3 ATTIC TRUSS(SSD) I A9.1 I OF 'HO 12 12 SE ryT P 12 12 12 12 1 10 10 A9.1 7 .0. t. I 10 0 I °J - - �-- - - - - - �., - - - - 18BB V 15'PLT t _ 1 15'PLT 15'-0'-SSD V 15.0"_SSD 10'PLT � I As., I I I I I 10, T.O,CHANNEL � T.0_CHANNEL Bozem n oness 11'-1"-SSDv 11'-1"•SSD H..IthBern- 10'PLT 10'PLT I 10_1. 10,-1" REFER TO DETAIL 7/A6.1 I I PAPER TOWEL DISPENSER(SEE SPEC) -- FOR FIXTURE BACKING y BABY CHANGING STATION - - W z ELECTRICAL HAND DRYER(SEE SPEC) V L J REFER TO DETAIL 7/A6.1 _ a •• FOR FIXTURE BACKING 7 - - MAIN FLOOR MAIN FLOOR J O ~ TT O =:a FjjTRASH RECEPTICAL CENTERED ? { i r- UNDER TOWEL DISPENSER(SEE SPEC) ` Q cn 11 t — _ T.O.FTG l _T.O.FTG r F- w o �4 =__F 7 - )G.I.BASE TRIM -4'-0� 4.0" 40 Q C./� O z 1�•6. - U o Q MAIN FLOOR y w - - -0,_0• V J = Z g BATHROOM-WEST WALL BATHROOM SECTION m BUILDING SECTION N-S -— cc: Lu w w CD Y O E CD Wm c 9 2 3 4 5 6 3 9 E o REVISIONS DELTA DATE c 1 OZ26M7 0 b 2 — — — — — — — — 15.-05-SSDV s NON-CONDITIONED ATTIC SPACE T.O.CHANNEL C4 �� Z 111.V-SSD Z1 2 -- - — - - H c - #2 CORRUGATED MTL _ -_ - \\ 10'PLT /� U 10 1"V W z — =_ - GE RATOR ROOM _ - 7— Lu - - BABY CHANGING STATION - .290 SF -- - G C7 - REFER TO DETAIL 7/A6.1 ISOLATION PAD --- m pc FOR FIXTURE BACKING (SEE MECH) 11 ji I - !�111 all _ _ _ _ MAIN FLOOR I-\ SUBMITTAL DATE J 0�0. `-� 12.10.2DO7 m o ------ ----- - CTN PROJECT NUMBER N0616 Q REVIEWED BY T.O.FTG PUCE G.I.TRIM BASE(SEE 6/A6.1) - - - - -4• DRAWN BY 6J PLACE Q SHEET NUMBER � z _ _ MAIN_FLOOR 0� N BATHROOM-SOUTH WALL BUILDING SECTION E-W a lJ - W 1/2'=1-0" A5. 1 �o CUl UD o a c a N 5 0 Lu LL "s 112"PLYWD v N ~ U 3/4"HARDI-PLANK 2 MTL FLASHING #2 CORRUGATED MTL FINISH ILL C-3 THRU WALL cc 5/1 CEMENT BD{ - y MORTER - i. 1/2"PLYWD F m w PLYWD(SSD) 3/4'HARDI-PLANK �B�' G T.O.FDN WALL l'-6•�. MTL FLASHING w THRU WALL a' 2X6 WD STUD WALL W/BATT INSUL N 1 112"RIDGID INSUL. 3/4"HARDI-PLANK MORTER THIN STONE VENEER W/2X4 NAILERS 24"O.C. 1/2'PLYWD THIN STONE VENEER 1/2"PLYWD PAINTED MTL FLASHING�\ - 1j2"PLYWD PAINTED 2X6 WD STUD WALL W/BATT INSUL (CARRY BELOW ei of 140�BENT GALV MTL TRIM THRU WALL \ ♦`� r GRADE 6"MIN.) (PAINT TO MATCH WALL) T.D.Eon WALL 2'.9 1/2"PLYWD PAINTED ~' DON 'y (SEAL TOP AND BOTTOM T.D.PDNWALLr-B• y / ' Of TRIM) 2X6 WD STUD WALL - 1 112"RIDGID INSUL 3/4"HARDI-PLANK W/BATT INSUL �o W/2X4 NAILERS 24"O.C. 1/2"PLYWD SHTG MAIN FLOOR 1 1/2"RIDGID INSUL. BENT GALV MTL TRIM Sen Aa�`A 0.-0. W/2X4 NAILERS 24"O.C. MTL FLASHING (PAINT TO MATCH WALL) BENT GALV MTL TRIM THRU WALL (SEAL TOP AND BOTTOM (PAINT TO MATCH WALL) OF TRIM) T (SEAL TOP AND BOTTOM T.O.WALL a-5' T BENT GALV MTL TRIM Bozeman Deaconess (PAINT TO MATCH WALL) OF TRIM) (SEAL TOP AND BOTTOM _MAIN FLOOR_A MAIN FLOOR L, 0l-01 OF TRIM) 0.-0. 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BATT INSULATION 2X6 WD STUD WALL REMEWED BY c MAIN FLOOR t PLACE j 0'-0" `� PLYWD(SSD) 1/2"PLWD SHTG 1/2"PLY SHTG MAIN FLOOR �'•, DRAWN BY 24 GA GALV IRON COVER HARDI-PLANK #1 CORRUGATED MTL SIDING 0'--0" PLACE H SHEET NUMBER ATTACHED @_E DGF y SIDING 2 LAYERS OF 5/8"CEMENT 80AR1) MTL FLASHING A 6. 1 w 0 RESTROOM COUNTERTOP BATH FIXTURE TRIM e WINDOW HEAD/JAMB MTL SIDING CONNECTION 2 12 INTERIOR WALL-1 HR RATED G 1 ur=1-0 11lz°=r-o° to o a N B T _ Lu 2X12's SLOPE Q 1/4" #1 CORRUGATED MTL SIDING 2X6 WD STUD WALL 8 a 1/2"PLY SHTG PER 1'4 TO DRAIN(SSD) (D.F.#2 OR BETTER) POLYURETHANE POLYURETHANE 112"PLY g a v 2 x 6 WD STUD WALL FOAM-IN-PLACE FOAM-IN-PLACE Lu TRUSS EPDM INSULATION INSULATION -TRUSS - " = BEAM- ROOF DRAIN TERMINATION STRIP TERMINATION STRIP 2X12(SSD) BEAM(SSD) BLOW-IN ESSU #1 CORRUGATED MTL SIDING(SEE SPEC) 24 GA.MTL FLASHING 24 GA MTL FLASHING TAPERED 2X6 TO OBTAIN SLOPE Q INSULATION W/DRIP EDGE W%DRIP EDGE v T.O.CHANNEL Ll INSULATION _b T.O.CHANNEL BATT 11' 1"-SSv t/-SSD 11'-1" - - - - 2X12(SSD) 12 X 20.7 (D.F.#2 OR BETTER) I STEEL CHANNEL 12 X 20.7 STEEL CHANNEL ti¢ OF MONr 10'PL_T /1 (1 111 PLT yP DON 9; TU 1/2"PLY PAINTED 24 GA.MTL FLASHING 24 GA.MTL FLASHING 1/2"PLY PAINTED sm o W/DRIP EDGE W/DRIP EDGE ° rysFD ARG� HARDI-PLANK HARDI-PLANK Bozeman Deaconess SIDING SIDING a"iin c rvt"M 2 x 6 STUD WALL W/ 2 x 6 STUD WALL 1/2"PLY PAINTED BATT INSULATION Wr BATT INSULATION BEAM(SSD) PUMP HOIST SEE CIVIL FOR PIPE LOCATION (SEE MECH.) cn TYP ROOF DRAIN TYP FLAT ROOF - L1J 07 i 1/2"=r-O" �� 1 1/2"=1'-0' V w LVL TRIM W/24 GA FLASHING S HINGE:SEE SPEC J t] F- - _J z n CONCRETE CAP BELOW p CD W #2 CORRUGATED MTL(SEE SPEC) 3/4"HARDI-PLANK #11CORRR A D M (SEE SPEC) = F- _ U N 1/2"PLYWD SHTG 1/2"PLY w 1 Q o z U 0 - - - SEE A9.2 FOR NEW DETAIL cn � o n NOTE:ALL VENTS TO BE RUN o THROUGH CUPOLA-NO OTHER i� � J BLOCKING AS NEEDED ROOF PERFORATIONS ALLOWED. 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ROOF PANEL TO 90° E FLASH ANGLE NOTCHED _ MESH SCREEN FOR STANDING SEAM 0 24 GA.MTL FLASHING BONDERIZED MTL ROOFING rn \ REVISIONS o / 2X TO MATCH BONDERIZED WD BLOCKING BETWEEN TRUSSES DELTA DATE 2"x 2"x 1/8"ANGLE ATTIC TRUSS(SSD)\ MTL PANEL THICKNESS o LAP BUILDING PAPER 1 12n6rz007 2X6 WD STUD WALL #1 CORRUGATED MTL FINISH OVER RIDGE z B 1!2"PLYWD 3/4"PLYWD SHTG a = STORM COLLAR t 1/8"BASE PLATE s T.O.CHANNEL TRUSS(SSD) CALK-SEAL 11'-1'-SS 24 GA.MTL.CAP I Imw TYP GABLE WALL RAKE DETAIL TYP RIDGE DETAIL g I I `' 1 1/2"=1'-0" G'1 1/2"=1'-0" J �- - - - VENT PIPE LVL HARDI-PLANK 10'PLT F- W z SOLDERED SLEEVE I 20 GA MTL FLASHING 10'-1.0 p o COLLAR TYP I I BONDERIZED MTL ROOFING W w o I I #1 CORRUGATED 2X4 SCREWED TO LVL FLOOR SLAB EDGE MTL FLASHING W/RETURN 30 LB.BUILDING PAPER N MTL SIDING FOR DOOR STOP 3/4"PLYWD SHTG CONCRETE CAP BELOW 4"X 4"X 3/8"STL ANGLE CD Z WEATHER STRIPPING 77 HARDIPLANK ANCHORED TO WD STUD 2X4 BLOCKING a 1/2"PLYWD PAINTED 1/2"PLYWD SHTG LOUVER BY OTHERS 0 ANCHORED TO STL ANGLE TRUSS F- J o i i 20 GA MTL FLASHING MAIN FLOOR t.. _ _ - - - 15 PLT /� s�2�ozom n m g0'-0' ' E) 15'-0'-SSD PROJECT NUMBER rn N 0616 Q 2X6 TREATED REVIEWED BY I WD PLATES 30 LB.BUILDING PAPER PUCE c.f LIJ1 1/2"DIA.MTL PIPE FLASHING 2X6 WD STUD WALL/ DRAWN PLACE I I EMBED IN CONC. 1/2"PLYWD PAINTED SHEET NUMBER Q I #1 CORRUGATED MTL c? z 2X6 WALL W/BATT INSUL TYPICAL LOUVER DETAIL U oLu CUPOLA DETAIL DOOR#12 HEAD&SILL TYP LOUVER DETAIL TYP EAVE DETAIL cc a 1 1/2"=V-0" \J 1 1/2'=1'-0" 1 1/2"=1'0' ; 1 1/2"=1'-O" CL U C d O d N O LL s cc U Lu U o f A W LSL TRIM W/ 24 GA FLASHING e CONCRETE CAP BELOW HAGER ''SWING CLEAR'' HVY WGT BB1270 #1 CORRUGATED MTL (SEE SPEC) 3/4" HARDI-PLANK 1/2" PLY GLUE & SCREW TO STEEL FRAME 1 OP Mo�l 1/2" PLYWD SHTG 1-1/2"X 3" TUBULAR STEEL FRAME - WELDED 1 Do~ SEE ELEVATION H'rF0 PaG� HARD WOOD BEVELED DOOR EDGE VONDUPRIN - 99 SERIES REMOVAL MULLION MINERAL WOOL BATT INSUL. FOAM IN PLACE INSUL. H 1/2" PLYWD PAINTED ILU (GLUED & SCREWED TO FRAME) = NEOPRENE WEATHER STRIPPING v Co J a � DOOR JAMB DETAIL (REVISION) BRUSH WEATHER STRIPPING =J zo n _ 1'-0" W OPNG WITH 5'-0" UNDERSIZE FRAME FOR CL ARENCE Q Q 3-1/2" TUBULAR STEEL FRAME J a 0 U CV O � W o T C1 z F— N a C7 W O m h ALL JOINTS - BUTTED - WELDED w �u m z Y LJ i 0Lu Q ALLOW FOR 1" HARD WD BEVELED EDGE L s ninT cunAArni 0 E FILL CAVITIES - FOAM IN PLACE INSUL w ALL TUBE STEEL - INSUL. W/ MINERAL cc cc C Lu REVISIONS WOOL BATTS w z DELTA DATE E 1 O?R42007 $ 0 O 2 Q U p 3 = 0 4 u, cj F- o J LL C7 �p LL = O CD CV (V) S O W N c Y ~ Q Co 3 � = 0 LL � 2 DOOR ELEVATION REVISION co CD CD 3/8" = 1'-0" a °° CD c0 Q Q PROJECT NAME: THE KNOLLS AT HILLCREST SHt t T NUMBER o o m N W iR PROJECT NUMBER: 0616 SUBPROJECT (/) 0 AL DATE 1M1020D7 NUM s =< SCALE As indicated ARC H I T E C T U R E —ILLc RENEWED BY _a LL o SHEET DATE: 06,06/07 DRAACE c� Q / �liaborative tlesigi 1 PLACE Cn WN BY ZD 118 E Main 14061586 0033 Axm PUCE F— FSHEET NAME-. ACCESS DOOR REVISION �=e,a MT 597,5 Fa (406)5858801 SHEET NUbBER o „nv✓.pincea rch rom place@placearch.com Cq Lu A9.2 a 2