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Jefferson Healthcare BLD04-122_5
so MECHAMICAL E ECTUCAL TEAM INFORMATION OWNERS: JEFFERSON GENERAL HOSPITAL 834 SHERIDAN AVENUE PORT TOWNSEND, WASHINGTON 98368 CONTACT: Ms. DANA MICHELSEN CONSTRUCTION MANAGER: KIRTLEY-COLE ASSOCIATES, INC. 1010 SE EVERETT MALL WAY, SUITE 102 EVERETT, WASHINGTON 98208 PHONE: (425) 609-0443 FAX: (425) 609-0410 CONTACT, MICKEY HANSEN ARCHITECT: RICE FERGUS MILLER ARCHITECTURE & PLANNING, LLP 262 FOURTH STREET BREMERTON, WASHINGTON 98337 PHONE (360) 377-8773 FAX: (360) 792-1385 CONTACT, MIKE MILLER, BOB MILLER —RHEES STRUCTURAL: COUGLIN PORTER LUNDEEN 413 PINE STREET, SUITE 300 SEATTLE, WASHINGTON 98101 PHONE (206) 343-0460 FAX. (206) 343-5691 CONTACT: STEVE DAY MECHANICAL: NOTKIN ENGINEERING, INC. 1100 OLIVE WAY, SUITE 320 SEATTLE, WASHINGTON 98101 PHONE: (206) 623-0717 FAX: (206) 448-9485 CONTACT. RICK WILTON HEATING SYSTEM MECHANICAL/ELECTRICAL COFFMAN ENGINEERS 1601 Fifth Avenue, Suite 900 SEATTLE, WASHINGTON 98101-1625 PHONE: (206) 405-3455 FAX. (206) 624-3775 CONTACT. Ralph Uetner ELECTRICAL CIERRA ELECTRICAL GROUP, INC. 2505 Third Avenue, Suite 204 SEATTLE, WASHINGTON 98121 PHONE: (206) 442-0112 FAX: (206) 442-0113 CONTACT, Rene Ramos PROJECT INFORMATION PROJECT DESCRIPTION: UPGRADE MECHANICAL UNITS OVER LAB 4 EMERGENCY ROOM. REPLACE BOILERS IN THE 11329 BOILER ROOM WITH PROPANE BOILERS. REMOVE 4 RELOCATE STEAM GENERATORS IN THE I995 BUILDING SITE ADDRESS JEFFERSON HEALTH CARE 934 SHERIDAN AVENUE PORT TOWNSEND, WA 98368 TAX PARCEL NUMBER 131-09280811 VICINITY MAP: SCALE: KTS. DRAWING INDEX GENERAL A0.1 PROJECT INFORMATION, SHEET INDEX, 4 SITE PLAN ARCHITECTURAL All PARTIAL LOWER FLOOR PLAN - IS% Building AL2 MAN FLOOR PLAN - Entire Main Floor A13 BOILER ROOM PARTIAL PLAN - I929 Building AL4 ER 4 LA15 PARTIAL ROOF PLAN 4 ROOF DETAILS Alb ROOF DETAILS Alb DETAILS, SCHEDULES MECHANICAL MLO BOILER RELOCATION 4 LEGEND M2.1 LABRATORY PLAN - EXISTING M2JD BOILER PLAN RELOCATION 4 DEMOLITION M22 BOILER PLANS 4 PIPING DIAGRAMS M23 LAB, 4 EMERGENCY I;K ROOF PLAN, DETAILS, CONTROLS M2.4 PARTIAL PLANS 4 SECTIONS DEMOLITION 4 CONSTRUCTION M25 PIPING PARTIAL MANS 4 DETAILS HEATING SYSTEM - MECHANICAL/ELECTRICAL MOD LEGEND, ABBREV, SCHEDULES, NOTES MEO.1 MECHANICAL SPECIFICATION MEO2 MECHANICAL SPECIFICATION ME03 MECHANICAL SPECIFICATION MEIJ ENLARGED BASEMENT PLAN ME12 ENLARGED FIRST FLOOR PLAN ME13 ENLARGED FIRST FLOOR PLAN MEIA PARTIAL ROOF PLAN ME20 DIAGRAMS 4 PANEL SCHEDULES ME2.1 MECHAINCAL DIAGRAMS 4 DETAILS ELECTRICAL E0.1 LEGEND, ABBREV, PARTIAL ONE-LINE DIAGRAM ELI PARTIAL PLANS EI2 LOWER FLOOR PLAN BOILER RELOCATION POWER PLAN E13 BOILER RM. 4 PARTIAL ROOF PLANS E5.1 PANEL SCHEDULES t7:1 NORTH 10th ST. TO FORT ................ 13th ST. W TOWNSEND ... ............. SUh ST. ith ST. . . ........ 411, ... ........ ............ 11 ................ ...... ... ............... ............... ....... .......... P ...... ...... ........... ....................... 4 ...... _ML4 LI LI I.J C��\ Imo, IJ IJ IJ PORT TOWNSEND, WASH� jDj _ E N G T 0 I 1 3 . ......... -,,,j . .. . ... . ..... .... . ...... .. .. . . ..... .. .. ....... G I S E STREET .. ..M...+....... EXISTING PROPERTY LINE E .... . ... ...... EXISTING POND . . ....... . . . ....... k k 7i j! C., ,0001, .... ...... .... .......... .... .. .. . ...... . ........ . 41 0 R '121 1 1", ........ ... .. . V VISITOR PARKING 71 .... ....... 11 .. AIJ AIAil J, 21 ........ . .. . EXISITNG . . . .. . . LU R HELIPAD SEE EXISTING ROAD, Tyr. A Gel ......... .... ... ........ ..... . .. --- -------- H LLJ AREA, E 0!: .. ....... EXISITING HOSPITAL .... . . .. .... OFFICES Ine NO WORK, - M05 Build j EXISTING MRI BUILDING . ..... NO WOW - L . ....... .. .. 0 7" J -0 , EXISTING 4 �: ... . ...... . WILDING 6 LOWER ENERATOR FLOOR . ... ...... EXISTIISIGP LINE 1 EXISTING HOSPITAL x w MAIN ELEV 177.00' EMERGENCY Rb6m If 1 11111 . . ..... . LLI CLEVELAND STREET NTRY 1065 Building LLJ 111--o—, 1101" 1�71 ry Zop"'ZZ, � . . .. . .... RICE ARCHITECTURE 262 4th Street Bremerton, WA 98337 (360) 377-8773 FAX 792-1385 infb@rfmarch.com REGISTERED A11yECT LA Fm z LLI 2 LL1 0 crw 0. 2 .j INNEEN cc b Uj eenj 0 LL1 ■LM Z V) LL I M 0 00 0 UMI CL crw x, r K'4 S. ...... .... . LLI "41 'A 1929 Building r z 0 CE: 'Plans are approved excepOg T t :5 y1arrorsior Omissions. All work moat n V) iii, oplicablari codes and regulafion& pass Inspoctla In conformance with �91 � N W 40,,, UM LLM 4 11 LU "Emr: ENC�,,ROOM .... LU STAFF PAWING act the Wilding Department at 379- 0 making changes es _,,,,, ji -PAW NG / -111,11", 1 1 ri wn �208 'It or rOl !ions is the approved plans j % PROJECT #: 2004083.00 4? EXISTING Permit Set COD "MAN E ISSUED: March 18, 2005 REVISIONS: SHERIDAN STREET o PERM14, ... . .... ......... .. . . . — — - ---------- . . . . . . .............. . ........ ... . . . ... ......... . Site Plan SCALE: Vm40' Site Plan EXISTING SITE CONDITIONS NOTES: AREA UND. ACCESS TO EXISTING MRI TO REMAIN OPEN AT ALL TIMES. EXTERIOR DOOR E04 IN CORRIDOR 1033 PARKING TO REMAIN OPEN AT ALL TIMES. NO CONSTRUCTION EQUIPMENT, VEHICLES, STORAGE WILL BE ALLOWED IN THIS A TO REMAIN ACCESSIBLE AT ALL TIMES FOR MRI STAFF 4 PATIENTS. FU li-13 EXISTING ROADS TO REMAIN OPEN AT ALL TIMES, UND. ACCESS TO EMERGENCY ROOM TO REMAIN OPEN AT ALL TIMES. NO CONSTRUCTION EQUIPMENT, VEHICLES, STORAGE WILL BE ALLOWED IN THIS AREA 4 ALL ROAD LEADING TO THE EMERGENCY ROOM ENTRY. LOADING 4 RECEIVING AREA TO REMAIN OPEN AT ALL TIMES, UND.CES5 AT ALL TIMES. C" EXISTING HELIPAD 4 RECEIVING AREA TO REMAIN OPEN AT ALL TIMES. ACCESS TO THE EXTERIOR DOOR TO SERVICE CORRIDOR 043 , SHEET- WILL BE NECESSARY FOR TRANSPORTING OF PATIENTS TO 4 FROM THE 14ELIPAD 4 HOSPITAL. THE ENTIRE AREA WILL NEED TO BE FREE OF DEBRIS, RELATED To CONSTRUCTION, * ALL TIMES. SECURE DEBRIS BARRIER TO SCAFFOLDING, AS REQUIRED, TO INSURE THAT THE DEBRIS BARRIER WILL NOT DETACH FROM SCAFFOLDING OR TEAR WHILE THE HELIPAID 16 IN USE. CONTRACTOR WILL INSPECT a THE BEGINNING/END q OF WOW DAY 4 REPAIR, REPLACE DEBRIS BARRIER (AS REQUIRED) IMMEDIATELY TO ALLOW USAGE OF HELPAP 24 HOURS PER DAY. REPORT ANY DAMAGE OF DEBRIS BARRIER TO THE CONTRUCTION MANAGER IMMEDIATELY. fs 1965 bldg roof - looking Northeast NO SCALE ROOFING EXPANSION DETAIL 3 Roof Detail NO SCALE 1/2' TRTD PLYWD. SCREW FASTEN TO EXIST. METAL STUDS GASKETED SCREW FASTENER a 24' OC CAPSHEET - MIAPL7 NEW CANT STRIP NAILED BASESHEET. DRY ON CANT AND NAILED TO PLYWOOD. EXISTING LIGHTWEIGHT INSULATING CONCRETE 1 Coping Detail NO SCALE NTS 24 GA SS HOOD WITH ALL JOINT SOLDERED. SURFACE MOUNT TO EIFS 4 STRIP IN FLANGES WITH 4' DOW COMING 123 SILICONE TAPE. 4' DOW CORNING 123 SILICONE TAPE ADHERED IN 195 51LICONE SEALANT 110I69 APPROX. AREA FOR NEW PIPE PENETRATION INTO THE 1995 BUILDING, SEE 4/A13 65 building roof - looking North along 95 bldg NO SCALE EXISTING COPING. REMOVE FIRST SECTION, SET ASIDE, AND REINSTALL BY SEALING WITH TWO ROWS OF SEALANT TO SOLDERED FLASHING 26 GA 55 TRANSITION FLASHING (HATCHED) - VERIFY ALL DIMENSIONS NOT SHOWN NEW COPING. LAP ONTO SOLDERED FLASHING a SEAL WITH TWO ROWS OF SEALANT. Coping Intersection V NTS NO SCALE BASEFLASHING CAPSHEET NAILED BASEFLASHING BASESHEET. WRAP PER 4 EXTEND BELOW BOTTOM NAILER I' MIN. NAIL TO WOOD SUBSTRATE TO ALLOW VENTING OF THE ROOF SYSTEM. ADHERE TO ROOFING MEMBRANE NEW 24 GA FREFIN154ED COPING W /STANDING SEAMS BEVELED CEDAR SIDING FOR SLOPE CONTINUOUS 20 GA GALV. CLEAT 4' DOW CORNING 123 SILICONE TAPE ADHERED TO EIFS 4 METAL FLANGE IN 195 SILICONE SEALANT. SCREW FASTENERS TO SECURE FLANGE THROUGH EIFS 4 INTO EXISTING METAL STUDS EXISTING EIFS. CUT BACK 4 INSTALL NEW EIFS AS NECESSARY TO OBTAIN BACK - WRAPPED EDGE NEW BACKER ROD AND SEALANT ALL SIDES i v PIPE INSULATION. TEMPORARILY REMOVE TO SEAL / PIPE TO EIFS. EXISTING E / REINSTALL TO MATCH EXISTING OR REPLACE WITH NEW INSULATION. EXISTING ROOFING MEMB N.I.C. EXISTING ROOFING MEMBRANE, N.I.G. NTS Pi a Penetration ° NO SCALE 3/4' SEALANT JOINT DEMO EXIST COPING 9 PERIMETER OF NEW ROOF PROVIDE NEW COPING TYPICAL APPROX. AREA FOR NEW AI.4 PIPE PENETRATION INTO THE 1995 BUILDING, SEE 5 /AL4 FOR DETAIL EXIST ROOF DRAIN - REROOF/FLASW EXIST MOTOR SUPPORT - SEE DET 9/AIA `-24 GA PRE- FINISHED GALV COMER FLASHING TO COVER CRACK IN STUCCO. LAP OVER EXISTING ROOF BELOW. TUCK UNDER COPING AND SOLDERED FLASHING ABOVE. SET IN SEALANT ON VERTICAL LEGS 4 ATTACH WITH GASKETED SCREWS. PRE - MANUFACTURED METAL CURS FL45HING EXIST COPING TO REMAIN EXIST SEISMIC COVER- REMOVE, PAINT AND REINSTALL - COVER IS TO BE REPLACED AT A FUTURE TIME W/ REROOFING OF THE '95 BUILDING REROOF/FLASH EXIST MECH CURB - SEE r DET 8 /Ai.4 I Partial SCALE: IA6' =I' -0' �11 M5 =1 PRE- MANUFACTURED ROOF CURB WITH INTEGRAL COUNTERFLASHING COUNTERFLASHING SKIRT AHU 2.1, SEE MECH. SEE SHEET AL5 FOR DETAILS OF NEW EQUIP CURB REROOF/FLASH EXIST CURB - SEE DET 81AL4 — WOOD NAILER AT TOP, /® (See Note 2.) PRESERVATIVE TREATED OPTIONAL (By Others) ® r ,a SURFACED FLASHING MIN. S' HIGH PLY (See Note 3.) INSULCUATED FRAME RIGID INSULATION OR FILLER MATERIAL \' CANT STRIP (0 tional Set Fiber Cant In Hot EASE FLASHING Asphalt Or Bituminous MEMBRANE Roof Cement Over o "` - "< (Extend To Top Of Curb And Base Sheet) ., Fasten b' O.C. Extend Onto WOOD ROOF DECK Roof Surface Beyond Toe Of Cant-) MULTIPLE -PLY POLYMER MODIFIED BASE SHEET lMechanicall BITUMEN ROOFING (Option: Field Plies May Be Extended Or Feathered Above Notes. Attach As Required. Head OF Cant.) I. Dimensions shown are recommended minimums and are intended to be approximate and to allow for reasonable tolerances due to field conditions. 2. Counterflashing skirt is recommended when pre - manufactured flashing flange extends less than 2' over membrane base flashing, or when base flashing fasteners are exposed. 3. Surfaced flashing ply is recommended to have white or other light reflecting surface to minimize heat gain and thermal movement. 4. Certain components as depicted in these details may not be provided by the roofing contractor. SHEET METAL COUNTERFLASHING GASKETED SCREW FASTENERS CANT STRIP (Set Fiber Cant n Hot Asphalt Or COUNTERFLA51 ZING SKIRT (See Note 2.) l i - - - - - -- =�CHR— CHS -- - - - - -J �- PHOTO )SEE DETAIL FOR NEW PIPING, SEE INTERSECTION OF EXIST MECH. DRAWINGS COPING W/ NEW COPING FOR PIPE SUPPORT — NEW COPING TYPICAL a PERIMETER OF NEW ROOF — CRICKET - TYP UPHILL SIDE OF 1 CURBS AND MOTOR SUPPORTS AHU Ll - SEE MECH AI.4 PHOTO SEE SWEET Alb FOR DETAILS OF NEW EQUIP CURB 1 AL5 PHOTO EQUIPMENT SUPPORT REMOVE EXIST EQUIP CURBS MECH EQUIP SUPPORT REROOF/FLASH EXIST MOTOR SUPPORT - SEE DET 9/A1.4 REROOF/FLASH EXIST MOTOR SUPPORT - SEE DET 9/A1.4 M5 =2_1 SURFACED FLASHING PLY (See Note 4-) DEMO. EXISTING ROOFING O/ LWIC. PATCH AND REPAIR SUBSTRATE. INSTALL NEW ROOF MEMBRANE. PIPE SUPPORT 2' 2' OR CONDUIT RICE ARCHITECT URE fi';aaF MEMBRANE BASE �L//�� MIL ER 262 4th Street FLASHING (Fasten To (360) 377 -8773 FAX 792 -1385 info@rfmarch.com Top Of Curb At Approximately 6' O.C. Extend Onto Field Of CANT STRIP �..� Roof Beyond Toe Of �" Cant.) '1echanicaliy Attach Wood Cant -- Preservative MULTIPLE -PLY POLYMER MODIFIED Treated Optional. If Fiber BITUMEN ROOFING (Option: Field Cant, Set Cant Over Plies May Be Extended Or Base Sheet In Hot Feathered Above Head Of Gant.) Asphalt Or Bituminous WOOD BASE SHEET (Mechanically Roof Cement) DECK Attach As Required.) Notes: 1. Dimensions shown are recommended minimums and are intended to be approximate to allow for reasonable tolerances due to field conditions. 2. Attach top of membrane base flashing approximately 6' O.G. 1 See Appendix A For gauge or thickness guide for sheet metal flashing. 4. Surfaced flashing ply is recommended to have white or other light reflecting surface to minimize heat gain and thermal movement. 5. Certain components as depicted in these details ma not be provided by the roofing contractor. NIGH -DOMED CAPPED, GAEKETED ® `' SELF - TAPPING SCREW (Fasten at Approximately 18' O.G) MEMBRANE BASE £, FLASHING (Lap At Top For Double Layer.) DEMO. EXISTING ROOFING O/ LWIC. PATCH AND REPAIR SUBSTRATE. INSTALL NEW ROOF MEMBRANE. PIPE SUPPORT 2' 2' OR CONDUIT RICE ARCHITECT URE ff O &PLANNING �L//�� MIL ER 262 4th Street Bremerton, WA 98337 (360) 377 -8773 FAX 792 -1385 info@rfmarch.com MB =2__2 1 METAL STRAP WITH SCREWS (Oversize To Permit Movement.) PRESSURE - TREATED WOOD, CEDAR OR OTHER WEATHER RESISTANT BLOCKING (Laid Loose Over Protection Pad.) MEMBRANE PROTECTION PAD LAID LOOSE OVER FINISHED ROOF SURFACE MULTIPLE -PLY POLYMER MODIFIED BITUMEN ROOFING WOOD ROOF DECK BASE SHEET (Mechanically Attach As Required.) Notes: I. Dimensions shown are recommended minimums and are intended to be approximate to allow for reasonable tolerances due to field conditions. 2. Certain components as depicted in these details may not be provided by the roofing contractor. l Pipe Penetration o rb Flashing Curb Flashing Pie Support CNALE O NO SCALE NO SCALE 1 o NO SCALE 4500 REGISTERED ARCHITECT VIC, M C L L MILLER STATE OF WASHINGTON IL 1 Z 5W 6 W O 9= 0. L J Q V R W � W Ca J Q ci M V Z® -0 Z 0 X ® 4A V N W ao I- I O L W�/ CC V 2 J W 2 Z LA cc uj IL LL W Mn PROJECT #: 2004083.00 Permit Set ISSUED: March 18, 2005 REVISIONS: Partial Roof Plan & Details SHEET: Al s4 EXISTING MECHANICAL UNITS, SEE MECH. FOR DEMOLITION ,1 ER /Lab Roof - NO SCALE WATERTIGHT MECH. UNIT - SEALANT OR GASKET - 24 GA PREFINISHED GALV. FLASHING - SELF- ADHERED MEMBRANE FLASHING - HORIZONTAL METAL HAT CHANNEL a 24' O.G. - 26 GA PREFINISHED METAL WALL PANELS, I.E. AEP WALL SPAN - BUILDING PAPER - CLOSURE FLASHING FOR METAL PANELS - 24 GA FREFIN16HED COUNTERFLASHING - FASTEN TOP EDGE OF BASEFLASNING Of ABOVE FINISHED ROOF SURFACE - MIDPLY NAILED BASESHEET. DRY ON CANT ANpCN�AILSTRIP PLYWOOD. EXISTING LIGHTWEIGHT INSULATING CONCRETE CAPSNEET IF NTS , Plenum Enclosure Detail NO SCALE PRE- MANUFACTURED ROOF CURB W/ INTEGRAL COUNTERFLASHING PROVIDE MECH UNIT W/ CURB READY BASE RAIL TO NEST OVER ROOF CURB GALV SHEET METAL FLASHING _\1 2 AL5 TYR. WALL CONSTRUCTION: - ACOUSTICAL INSULATION, SEE MECH. -6' MTL. STUDS a 161 O.C., SEE SK-11 FOR m TYP. FRAMING - 1/2" PLYWOOD - SELF ADHERING WRB -METAL SIDING 2 -PIECE REGLET AND COUNTERFLASHING B15A AI.5 EXISTING ROOF CONSTRI.ICTION: - MEMBRANE ROOFING - LIGHTWEIGHT CONC. a RIGID INSULATION BOARD - METAL DECKING - STEEL JOISTS EXISTING STEEL JOIST - EXISTING STEEL ANGLE BEYOND Plenum Enclosure MECH. UNIT, SEE MECH. ACOUSTICAL INSULATION, SEE MECH. ALIGN ACOUSTICAL INSULATION W/ THE EDGE OPENNG DO NOT PROTRUDE INTO OPENING. 6'4" EXISTING WIDTH ALIGN NEW PLENUM WALLS OVER EXISTING JOISTS, FIELD VERIFY EXACT DIMENSIONS (3) LAYERS 5/8" TYPE -X GWB 1 -5/8" METAL STUDS @ 16" OC BATT INSULATION BY MECHANI CONTRACTOR 2 A1.5 A OXIMATE AREA OF TOPPING SLAB T E REMOVED 11rCQ1r1xET BETWEEN CURBS EXISTING ROOF CURB J I'I i1 NMI4 71'- 4 AHU I12" = r -O" 1 n� ii �1 i f1 I 36" x 30 "H GALv ACCESS DOOR e' -0' Enclsure Plan COUGHlINPORTER .UNl EEN STRUCTURAL CIVIL SEISMIC .ENGINEERING 9),; 2 A1.5 N -N 11 I ;j N 6-A x EXTERIOR INSULATED ALUM 36W x 30H EXTERIOR ACCES: N SEE SK -2 FOR OPENING FRAMING REGLET CONSISTENT HEIGHT e — AROUND PERIME TER OF ENCLOSURE a ° ° u e a PARTIAL ROOF PLANS SHOWS AREAS OF CONIC TOPPING SLAB DEMO AND /OR PATCH AND REPAIR A OXIMATE AREA OF TOPPING SLAB T E REMOVED 11rCQ1r1xET BETWEEN CURBS EXISTING ROOF CURB J I'I i1 NMI4 71'- 4 AHU I12" = r -O" 1 n� ii �1 i f1 I 36" x 30 "H GALv ACCESS DOOR e' -0' Enclsure Plan COUGHlINPORTER .UNl EEN STRUCTURAL CIVIL SEISMIC .ENGINEERING LINE OF AHU IJ UNIT CURB MATCH EXIST CURB WIDTH AND LOCATION - SIDEWALLS ARE TO BEAR ON EXIST ROOF JOISTS BELOW - VERIFY EXIST CONDITION CRICKET UPHILL SIDE TYPICAL VERIFY THE LOCAT CONTRACTOR L �I ON WITH MECH MATCH EXIST CURB WIDTH AND LOCATION - SIDEWALLS ARE TO BEAR ON EXIST ROOF JOISTS BELOW - VERIFY EXIST CONDITION - LU +- 3 A1.5 9m NORiH 5 AHU 2.1 PI u'� ly !t' r lure Plan RIC ARCHITECTURE &PLANNING MILEEV 262 4th Street Bremerton, WA 98337 (360) 377 -8773 FAX 792 -1385 info @rfmarch.com CRICKET UPHILL SIDE TYP APPROXIMATE AREA OF TOPPING SLAB TO BE REMOVED LINE OF AHU 2,1 CURB' LINE OF EXISTING ROOF CURB 0 EXIST ROOF OPENING WSTATIEOF 36" x 30"14 GALV STEEL ACCESS DOOR APPROXIMATE AREA OF ROOF TOPPING SLAB TO BE PATCHED EXISTING MECH CURB STRUCTURAL ° CIVIL • SEISMIC ENGINEERUNG t r' • w _...- .- v i J w:^'Fs .! � e ..wr n.9 -. .m J i w✓^s ..,�. :mv+:: t h OP IFYOject: r, t1 � r+ + - Designod By; Date: Project No. Client: Checked By: _Sheet of 443 PINE STREET SUITE 300 ' SEATTLE, WA 98101 P. 206/343 -0460 F: 206 {343 -5691 N I— Z W w O�/ Y^. Q V W � W O J V ■ Z ■ 00� _ E a) N V `r' �: U11 Cn 00� I It w °- V 2 J w 2 Z O w UL Lim w Mn PROJECT #: 2004083.00 Permit Set ISSUED: March 18, 2005 REVISIONS: Roof Details SHEET: Al e5 9),; 11 I ;j N 6-A x { 4-1-i� - ,67VID AOL> ' per' . t� P> jCt»2S ro vrA-M 017, 'To Is r' � j -Alz 7-U D..5 C-P 14 00c , (a i 1, I t i r^ +rfd° ara3 i 4A4 . AAr Cft /19 -fO :;T&PP : 7V444k _ a Z ' ;G° CS ' Do 19:77 E'rca'e t �5 ,� L 100- f(L Desi ned By, � � mate: Preliakf No., Client Checked 8y: Sheet, � � Of 4 (3 PINE STREET" - SUITE 300 • SEATTLE, WA 98 IOI • P. 206{343.0460 - I=.2pb {343 -5691 LINE OF AHU IJ UNIT CURB MATCH EXIST CURB WIDTH AND LOCATION - SIDEWALLS ARE TO BEAR ON EXIST ROOF JOISTS BELOW - VERIFY EXIST CONDITION CRICKET UPHILL SIDE TYPICAL VERIFY THE LOCAT CONTRACTOR L �I ON WITH MECH MATCH EXIST CURB WIDTH AND LOCATION - SIDEWALLS ARE TO BEAR ON EXIST ROOF JOISTS BELOW - VERIFY EXIST CONDITION - LU +- 3 A1.5 9m NORiH 5 AHU 2.1 PI u'� ly !t' r lure Plan RIC ARCHITECTURE &PLANNING MILEEV 262 4th Street Bremerton, WA 98337 (360) 377 -8773 FAX 792 -1385 info @rfmarch.com CRICKET UPHILL SIDE TYP APPROXIMATE AREA OF TOPPING SLAB TO BE REMOVED LINE OF AHU 2,1 CURB' LINE OF EXISTING ROOF CURB 0 EXIST ROOF OPENING WSTATIEOF 36" x 30"14 GALV STEEL ACCESS DOOR APPROXIMATE AREA OF ROOF TOPPING SLAB TO BE PATCHED EXISTING MECH CURB STRUCTURAL ° CIVIL • SEISMIC ENGINEERUNG t r' • w _...- .- v i J w:^'Fs .! � e ..wr n.9 -. .m J i w✓^s ..,�. :mv+:: t h OP IFYOject: r, t1 � r+ + - Designod By; Date: Project No. Client: Checked By: _Sheet of 443 PINE STREET SUITE 300 ' SEATTLE, WA 98101 P. 206/343 -0460 F: 206 {343 -5691 N I— Z W w O�/ Y^. Q V W � W O J V ■ Z ■ 00� _ E a) N V `r' �: U11 Cn 00� I It w °- V 2 J w 2 Z O w UL Lim w Mn PROJECT #: 2004083.00 Permit Set ISSUED: March 18, 2005 REVISIONS: Roof Details SHEET: Al e5 Existing concrete foundation wall. Clean ei'minimum of 24- inches diameter around pipe sleeve. Pipe Penetration Two Coats of s 9 Xypex Concentrate Slurry a Xypex Patch and Plug Seal tO < ° ° e INTERIOR Pipe NO SCALE Penetration Detail EXTERIOR Reinforced PMMA Membrane Flashing. Install in 3 pieces Fill sleeve cavity with Fast Curing non - shrink grout. Pack and allow % -inch depth for backer rod and sealant joint Geotech Filter Fabric Around Pipe Repair Clean Existing pipe sleeve. Remove all dirt and concrete down to bare white metal ® --r--- ---- -- `r�m�ssn PRE - FINISHED MTL. ATTACH TO CONCRf SEALANT ALL AROL ALUMINUM LOUVER W/ BIRD SCREEN Louver H SCALE: 3" =1' -0" — Clamp ring around ", "; membrane FLOOR FINISH termination. Apply Clean existing a a C WALL `' ♦w.... REMARKS/NOTES . •. .a .a Provide PMMA Membrane Cryl interior Concrete paste Cant to provide smooth RESILIENT SHEET VINYL transition for membrane ° substrate NEW PRE- FINISHED Backer rod and polyurethane FLASH'G SET IN FUL r BED OF SEALANT. EX 4 approximately 12- EX EXT. ACT FF .` 011 CLEAN SUPPLY EX. NEW RB EX. inches around EX EX EXT. ACT FF SEE NOTE I, 2 E 3 6 Ai pipe'diameter. 1068 CORRIDOR e Rout concrete EX EX EX ; around pipe to Y '. C ,. ,� ,.; a 2• ° ° allow Xypex Patch ' •. PT -1 EX EX i a ,,.. ; a .' . e ,Q � i ' and.Piug Installation INTERIOR Pipe NO SCALE Penetration Detail EXTERIOR Reinforced PMMA Membrane Flashing. Install in 3 pieces Fill sleeve cavity with Fast Curing non - shrink grout. Pack and allow % -inch depth for backer rod and sealant joint Geotech Filter Fabric Around Pipe Repair Clean Existing pipe sleeve. Remove all dirt and concrete down to bare white metal ® --r--- ---- -- `r�m�ssn PRE - FINISHED MTL. ATTACH TO CONCRf SEALANT ALL AROL ALUMINUM LOUVER W/ BIRD SCREEN Louver H SCALE: 3" =1' -0" — Clamp ring around NUMBER membrane FLOOR FINISH termination. Apply A WALL continuous seal of C WALL membrane Cryl paste CEILING REMARKS/NOTES SEALANT ALONG EC FINISH OF METAL FLASHING Provide PMMA Membrane Cryl PLYWOOD paste Cant to provide smooth RESILIENT SHEET VINYL transition for membrane SIL L installation NEW PRE- FINISHED Backer rod and polyurethane FLASH'G SET IN FUL sealant BED OF SEALANT. Exterior of the South Side of the 95 Bid NO SCALE 7o- nc. Wall _XISTIN 3 CONCRETE UALL 1LUM. CLIP ANGLES EA. CORNER 4 (1) ;LIP ANGLE ® MID -POINT )F LOUVER %LUM WINDOW ASSEMBLY Louver Jamb (2 Cement SCALE: 3 " =1' -0' EXISTING 1965 BUILDING, SEE ARCH. 4 ELECT. DWGS FOR ASSOCIATED WOW, a THIS WALL EXISTING 1995 BUILDING EXISTING CONCRETE RETAINING WALL 0 GENERATOR BUILDING, SEE I /AI2 FOR ASSOCIATED WORK EXISTING LANDSCAPING, SEE I /AI2 FOR ASSOCIATED WORK DOOR FINISH I N o :? RP Int. Door Jamb SEE FLR. PLAN SEALANT W/ BACKER ROD, TYR. BOTH SIDES FOR NOTES IN COMMON, SEE 1/A62 SCALE: 3 " =1'-O" I`= . 1 1INT. DOOR SILL SCALE: 3 " =I'-O" ACX T4G PLYWD H SIDE STUDS BILE AT JAMBS, CAL S STANDARD STUD ANCHOR DOOR FRAME DOOR (HEAD SIM.) DOOR AS SCHEDULED THRESHOLD AS SCHEDULED SET IN SEALANT ROOM FINISH SCHEDULE NUMBER NAME FLOOR FINISH BASE A WALL B WALL C WALL D WALL CEILING REMARKS/NOTES MATERIAL FINISH GYPSUM WALL BOARD PLYWD PLYWOOD RES RESILIENT SHEET VINYL JAMB SIL L 010 SUPPLY EX NEW RB EX PT -1 EX. EX EXT. ACT FF SEE NOTE I, 2 4 3 011 CLEAN SUPPLY EX. NEW RB EX. PT -1 EX EX EXT. ACT FF SEE NOTE I, 2 E 3 6 Ai 1068 CORRIDOR EX CPT. NEW RB EX EX EX EX EXT. ACT FF SEE NOTE 1, 2 4 3 1092 OUT PATIENT WAITING EX CPT. NEW Re PT -1 EX EX EX EM. ACT /ACT FF SEE NOTE 1, 2 , 3 44 1281 NEW MAINTENANCE AREA EX CONC. NEW RE PLYWD PT -I/EX NEW PLYWD. FT. I/ EX NEW PLYWD. PT: I/ EX NEW PLYWD. F'T: I/ EX EX OPEN EX 1288 NEW BOILER ROOM EX CONC. NEW F43 EX PT -I EX PT. NEW PLYWO. PT: 1 NEW PLYWD. PTA EX OPEN EX 1290 ELECT. AREA EX CONC. NEW IRE NEW PLYWD. FT.-I/EX NEW PLYWD. PTA /Ex EX EX EX OPEN EX. ACT ACOUSTIC CEILING TILE RB RESILIENT BASE CONC. CONCRETE CPT CARPET PT -1 PAINT FF FACTORY FINISH GWB GYPSUM WALL BOARD PLYWD PLYWOOD RES RESILIENT SHEET VINYL ROOM FINISH SCHEDULE GENERAL NOTES: I. NEW PAINT TO MATCH EXISTING WALL COLOR 4 MANUF. 2. NEW RUBBER BASE TO MATCH EXISTING COLOR 4 MANUF. 3. REPLACE EXISTING DAMAGED CEILING TILES TO MATCH COLOR, TYPE, FINISH 4 MANUF. 4. EXTEND SUSPENDED CEILING GRID 4 TILE TO WALL. MATCH EXISTING SUSPENDED CEILING SYSTEM. w w I SEE 4EDI 4'1 DOOR TYPES v m System No. C -,AJI 1150 F Rating 3 Hr V ?/ T Rating - a Hrv.- N1 /? 2 � , L Rri#ing At Ambient .- Less Than 1 CRI /eg it '( � L Rating At 400 F — 4 CFM /sg ft` r—""' A A SECTION .- A 1'. Flmr ar *l! Assamblitt — Nin 4--1/2 in. thivk [einframed P1ghtaelgh1 or aounal Wafght (100-1511 pd) wOrete. Wall may also be a wriAkrucfed of arty UL Ciaesified C;ancrete Rkficks *. Muir diam of opening ie H in, See Concrete Blocks (CAM category in the Fire fiesistanee Directory ror nomm of rnanurocturm. Through PertctmnLs - One metallic pipe or mmfJiL to be ;nskailed e'rhirt the firestcp sy�xtCm. Pipe or conduit to he rigidly= supported on both sides of Herr or wall mwmhly. The osnular apace shell ha relr {t ia. (point contact) to ma;; 7 ; {8 in, Ttte follow-rig types and sits of fridallic Apes or conduits may t e used: A Sled Pipe - Nam Ft In, clam (or smaticr) SOW* 40 (or ladiemr) steel pipe. D, Conduit - Naar 4 in. diamr (or smaller) steel elertrimi rrtetalrn tubing or nom H in, 4iam (or srnolier) steat ca muif, 3. Paakeig t.fotwfol - htin 4 in. thi"knass of min 4.0 pet mirseral wool haft bsulotim frrrrrfy packed into opening as ra pemtanent farm, PaWmq material to be Ter M*d ff€xn top serfaate of norx Or from both $urfaces of #all os r> guired to amp rimadate the required thickness Of fill material. 4 alp •staid or Cavity MoMrials - Spokrnt - 61in 1/4 in, thid ncsa ei tilt Indarfal applied within iha arnnulup flush wlkh top sarfciraa of Haar end with both a nfamm of rill. set the point eontaef kaaafon biatwaan papa and carcretie, a min 112 in, diom bevel of fill material shall be applied utt the commix, /pipe interface an the tap sumacs of floor and ern both surfaces of WaH, HIM CCttMUCTION CHEI Q_% W OF HIM INC - 601% CFti 6 tor FS-ONE Sealant (Nuts- L Raiings opoy only nhen FS -TINE Seelrrr fa uasd). 'tBaaring the UL Ckrm&atim Norldng QUO #5lp� I r* =Noe n Inc. CUAM of FLOOR FIRESTOPPING DETAIL 7 SCALE: NO SCALE WIRE GLASS DOOR SCHEDULE DOOR FRAME DETAILS RATING HW GROUPS /LOCK NOTES GENERAL NOTES No. TY SIZE MAT'L FIN. HRDW TYPE HEAD JAMB SIL L TLFIK 1288 A 36' x 84' x 13/4' HM PT. SEE NOTE MTL. 5 Ib 5 Al 6 Ai r% System No. W -L -8029 tic s - f and 2 I tr #See heno 1 i V1 T Retinas -12 3N t ad 1 -3.34 Hr t3" Ana 3) L Ratting At I ieni - d Ckr r`Sq Ft L Rating At 40 F - Loss T4 an 1 C F? lff Ft iE, f �.tif SECTION A -A t, tRa ASx".W0 ^ Na . *Y' ":3t' gIi= 3 "., @ aYS.�h i rtew'.3 S o°i'v'9�' :3:.�r"<`➢°:'; ":$:£w,".3d.?7 �� �50da "�Uni UR)D : rJ 0t .,`'e�?� �t<�i �'� #"'7PL3raiSh �'e S..�Yr�'a is; "..?t$ !ML F� r2°� .�t.'a#�^� � i��:<r� . ,a9 �sE�i3 i „ €sla�`E ii,.g'S: �w`6i ?I�:.�CL°'i °sG"t�.:c•'� tem G� A, ZlWs - V�d tw t,nq r -m c.ar s s: eithevA=4 st.�is u -.}v*l Victcx Vu,,4 ooisist 0 n >, 2 by 4 36 i , 't.l`CI _','e: s � ;v >r 1i�+n t n Ss'he a i 9n`a"<$4'I i':9sy: ^4 A, ire;, ' ! , , rasw n SzzM� - a a d e T 4 p�lA and alsw> vier nkni, Ad be as we'aiGZA :K *he s aril air a iaq n* pmtt,. �3 "e3 ors. Max &aa< is 13•98 ,n -1,,e ka af�': F Racng ?'?@ 71: E ^S "�� st�z? "' i i5 oy51�z is `�2 r?�4➢'t� `?�^ P�a"nr",�'vi :.1A.? 3N':..; �5 >e;`:L��' in iS�3`� is ra el5ti.;� any e °e ors • C4% >T,�taiitpip. ot 1wit"g W kft zem 3 tiv+i*, -e e P p.» mj •) e �qdq >unp -.40, m, gwth s��4 " - wz,'' iiz:t eer'.ks , Thi xm- 34�Mra �`{ywe,C 3"' SiH<�.>'vs•7>��l a =.,3.�ta�° =� wY S'aILLB'g ^,75 �L'� ��""4 ,i , J:,e 1 .`n..* - 1,4r t'2 m. {i'z”, Zvi dole 10 e; ?✓.`. eC,y T.L' 3:`": " rat :•;� '."`i ?lM. 9t:1 ^' a�t2 < J §i' w ` 3 i` C u pEr ROE- Ncim 6 k}. ,,wa :? L^.Y SA�,";airs: �t Regdata' •"at r4ikaA9£f'a �'- R�.�<d•�tSWR. "."•, pipe Covee; °^ 4, 4 - Num, 1,. _,tr z2 L. ;,A tmk ?i&O'A €yli- m"'M l".?wq F`- 't' (n,�n; S "� pcx1 vgbSI. fiNes ;ipb jes`:,', AtL ni tm't akas,'k l%fth an zO i-'s�: >t 1 ;o• , '1K, }C•irt'�� @> i:'it i8?'?a 1's}cr.:r °9m?�Y.Mfx �Q `iz�:� ^`4- r"4'r {e?d .,q'(.. ti.lY4 #'uj� '^ Tc, t .'r?.� S «,✓A?g .i R:A:;y <• ?'3ib2w{pa •,'.2 wth kwP t pe s.L".: {e.3 Wm "he S`:`�. ov L :-sae E ln- D'.•"k'zmn" : r „°Ye r"•Imus of maa nAft,vIw s, Any P. e Tkaa`a d ,°ekki`,g :.�*:e oc4 a -,5 *m' ba,ur j pipe L:L §SziR a.' t With Ern tares ,-:' 25'.'t re w z4d z 3r -,cire Lf,-t ilaped `ntea at 2 et ;_ : a ap be k583. The kkv T �rwxr 5pte?n is, 4?•,i v. eft °_n iha PYL'l rht '," Mki"\1 of vthe,,%O m`mxi w : i.n i'.SS�`.mh ft.:: rBY tsa' T9'.: tho Sze a"" llgc � :tk„°L3'bq, �3 fkFC a35S' atn� ".t�� rS�4�ic":.ie.,k'P�ISg'E iF • tress. ai sh n i4 ,le tabki ;eau', � 4 k r1L T,'na Cc�stra l n,�. FIRE3� MPS •E*,�!!I'1"Eltlll k3 . (i, m i tj m L t1 SCALE: NO SCALE TAIL VW RICE ARCHITECTURE &M 262 4th Street Bremerton, WA 98337 (360) 377 -8773 FAX 792 -1385 info @rfmarch.com 4500 REGISTERED MICWAEL L'. MILLER STATE OF WASHINGTON PROJECT #: 2004083.00 Permit Set ISSUED: March 18, 2005 REVISIONS: Details SHEET: MECHANICAL LEGEND GENERAL DRAWING N0. DRAWING TITLE VALVES & FITTINGS M1.0 PIPING SYSTEMS BOILER PLAN, RELOCATION / DEMOLITION SYMBOL ABBREVIATION DESCRIPTION SYMBOL ABBREVIATION DESCRIPTION SYMBOL ABBREVIATION DESCRIPTION CENTERLINE <1 FLOW DIRECTION _ PITCH DIRECTION -- - -- CW COLD WATER SP- 15000/3.1 SPECIFICATION REFERENCE (HIGH POINT TO LOW POINT) (SECTION /PARAGRAPH) ---NP--- NP NON- POTABLE COLD WATER Y -TYPE STRAINER / _ — — _ — — — _ V VENT ITEM TO BE REMOVED 4 PG PRESSURE GAUGE HPS 80 STM STEAM ®80 PSIG PIPE UP AND DOWN (SINGLE LINE) 4 TH THERMOMETER, COLUMN TYPE — — —LC — — — LC LOW PRESSURE CONDENSATE C PIPE DOWN (SINGLE LINE) -III UNION — — — SV— — — SV SAFETY VALVE VENT E CAP EXISTING WORK ECCENTRIC REDUCER /INCREASER NEW WORK ^� CONCENTRIC REDUCER /INCREASER M -1 MECHANICAL SYMBOL T TEMP PRESSURE TEST PLUG POC POINT OF CONNECTION * MV AUTOMATIC AIR VENT 4 MAV MANUAL AIR VENT 0 DIA DIAMETER OR ROUND 0 EXIST EXISTING FUNNEL 0: F &T FLOAT AND THERMOSTATIC TRAP # POUNDS O FD FLOOR DRAIN DETAIL NUMBER GV GATE VALVE �6 GLV GLOBE VALVE DETAIL TAG M -1 SHEET(S) WHERE M-1 CKV CHECK VALVE DETAIL IS TAKEN FROM SHEET WHERE BV BALL VALVE DETAIL IS LOCATED —� Tom--- BUTTERFLY VALVE ® PUMP RV RELIEF VALVE PRV PRESSURE REDUCING VALVE ' NEEDLE VALVE RPBP REDUCE PRESSURE BACKFLOW PREVENTER HB HOSE BIBB ANC ACV AUTOMATIC CONTROL VA (2 -WAY) NC -FAIL POSITION CLOSED, "NORMALLY CLOSED" NO -FAIL POSITION OPEN, "NORMALLY OPEN" SV SOLENOID VALVE VB VACUUM BREAKER DRAWING INDEX DRAWING N0. DRAWING TITLE M1.0 BOILER RELOCATION, MECHANICAL LEGEND M2.1 D BOILER PLAN, RELOCATION / DEMOLITION M2.2 BOILER PLANS & PIPING DIAGRAMS notkin mechanical engineers www.notkin.us telephone: 206.448.1911 facsimile: 206.448.9485 Metropolitan Park West 1 100 Olive Way, Suite 320, Seattle, WA 98101 Contact: Fredrick Wilson P.E. NEI #: 204044 Jefferson General Hospital Boiler Relocation PERMIT SET EXPIRES 6/29/ Sheet Title BOILER RELOCATION MECHANICAL LEGEND SCALE: NTS PROJECT N0, JOB NO DATE MARCH 18. 2005 DESIGNED- JH DRAWN BL CHECKED JR Sheet Plumber M1 M0 1 -OF -3 GENERAL LEGEND SYMBOL DESCRIPTION eB A BC A B A BC AHU -1 1 PIPING LEGEND SYMBOL ABBR DESCRIPTION T SYMBOL ABBR I DESCRIPTION DETAIL SYMBOL- A = IDENTIFYING NUMBER LENGTH AD B = SHEET WHERE DETAIL IS SHOWN LEAVING AIR TEMPERATURE DETAIL SYMBOL:- A = IDENTIFYING NUMBER _ AL B = SHEET WHERE DETAIL IS TAKEN LINEAR FOOT /FEET AP C = SHEET WHERE DETAIL IS SHOWN LEAVING SECTION SYMBOL- A = IDENTIFYING LETTER D ARCH B = SHEET WHERE SECTION IS SHOWN FANS ARV AUTOMATIC RELIEF VALVE or LWT - HWR - -- (E) ACID RESTISTANT VENT PIPE CONNECTION - DHWR SECTION SYMBOL: A = IDENTIFYING LETTER MAXIMUM FDIC B = SHEET WHERE SECTION IS TAKEN DHWS BDD C = SHEET WHERE SECTION IS SHOWN - — - LHWR - — - BFP BACKFLOW PREVENTER MCC LHWS SECTION CUT LINE INDICATOR KEYED REFERENCE NOTE OR SHEET NOTE POINT OF CONNECTION (Poe) SYMBOL EQUIPMENT IDENTIFICATION (REFER TO SCHEDULES) REVISION CLOUD AND REVISION NUMBER SENSOR (APPROPRIATE FOR MEASUED FLUID) SUBSCRIPT LETTER (X) INDICATES: A - ALARM PRESSURE SENSOR D - DIFFERENTIAL PRESSURE F - FLOW RATE H - HUMIDITY L - LOW LIMIT P - PRESSURE (STATIC) T - TEMPERATURE V - VELOCITY & VOLUME FLOW RATE MECHANICAL ABBREVIATIONS ABBR DESCRIPTION ABBR DESCRIPTION ABV ABOVE L LENGTH AD ACCESS DOOR LAT LEAVING AIR TEMPERATURE AHU AIR HANDLING UNIT LBS POUNDS AL ACOUSTIC LINED LF LINEAR FOOT /FEET AP ACCESS PANEL LVG LEAVING APD AIR PRESSURE DROP LWG LOW WALL GRILLE ARCH ARCHITECT /ARCHITECTURAL LWR LOW WALL REGISTER ARV AUTOMATIC RELIEF VALVE or LWT LEAVING WATER TEMPERATURE (E) ACID RESTISTANT VENT PIPE CONNECTION D ARW ACID RESTISTANT WASTE MAX MAXIMUM FDIC FURNISHED BY OWNER MBH 1000 BRITISH THERMAL BDD BACKDRAFT DAMPER HOT WATER HEATING SUPPLY UNITS PER HOUR BFP BACKFLOW PREVENTER MCC MOTOR CONTROL CENTER BHP BRAKE HORSEPOWER MECH MECHANICAL BG BELOW GROUND MFR MANUFACTURER BU BETWEEN JOISTS MIN MINIMUM BTU BRITISH THERMAL UNIT MISC MISCELLANEOUS BTUH BRITISH THERMAL UNITS PER HOUR MTD MOUNTED ACV WIG MOUNTING C CENTIGRADE CC COOLING COIL N/A NOT APPLICABLE CD CEILING DIFFUSER N/C NORMALLY CLOSED CFM CUBIC FEET PER MINUTE N/0 NORMALLY OPEN CG CEILING GRILLE NC NOISE CRITERIA CI CAST IRON NIC NOT IN CONTRACT CLG CEILING NIS NOT TO SCALE CO CLEANOUT W1 CONC CONCRETE OA OUTSIDE AIR CONN CONNECT or CONNECTION OBD OPPOSED BLADE DAMPER CONST CONSTRUCTION 0/C ON CENTER CONT CONTINUATION OD OUTSIDE DIAMETER CR CONDENSATE RETURN OPNG OPENING DB DECIBLE or DRY BULB PCV PRESSURE CONTROL VALVE DDC DIRECT DIGITAL CONTROL PD PRESSURE DROP DIA DIAMETER PH or 0 PHASE DIM DIMENSION PLCS PLACES DN DOWN POC POINT OF CONNECTION DPR DAMPER POUA POINT OF USE ALARM DWG DRAWING PRV PRESSURE REDUCING VALVE PSI POUNDS PER SQUARE INCH E -100 EXHAUST AIR PSIG POUNDS PER SQUARE INCH GAGE NUMBER INDICATES CFM QUANTITY EA EACH R -100 RETURN AIR EAT ENTERING AIR TEMPERATURE NUMBER INDICATES CFM QUANTITY EF EXHAUST FAN RA RETURN AIR EG EXHAUST GRILLE RAG RETURN AIR GRILLE ELEC ELECTRIC or ELECTRICAL REQD REQUIRED ELEV ELEVATION RPBP REDUCED PRESSURE BACKFLOW EMCS ENERGY MANAGEMENT CONTROL SYSTEM PREVENTOR ESP EXTERNAL STATIC PRESSURE RPM REVOLUTIONS PER MINUTE EWT ENTERING WATER TEMPERATURE EXH EXST or (E) EXHAUST EXISTING 5 -100 SUPPLY AIR NUMBER INDICATES CFM QUANTITY F FAHRENHEIT SA SUPPLY AIR FA FACE AREA SF SUPPLY FAN FCO FLOOR CLEANOUT SHT SIM SHEET SIMILAR FCU FAN COIL UNIT SP STATIC PRESSURE FD FLOOR DRAIN SQ SQUARE FDPR FIRE DAMPER SQ IFT SQUARE FOOT /FEET FFD FUNNEL FLOOR DRAIN SS STAINLESS STEEL FF FINAL FILTER STD STANDARD FUR FLOOR FPM FEET PER MINUTE THK THICK FPS FT FEEL PER SECOND FOOT /FEEL TP TRAP PRIMER or TEST PLUG FV FACE VELOCITY TS TOGGLE SWITCH TYP TYPICAL GA GAGE or GAUGE TU TERMINAL UNIT GAL GALLON GAILY GALVANIZED UBC UNIFORM BUILDING CODE GPH GALLONS PER HOUR UFC UNIFORM FIRE CODE GPM GALLONS PER MINUTE UMC UNIFORM MECHANICAL CODE UPC UNIFORM PLUMBING CODE H HEIGHT UG UNDERGROUND HD HEAD UH UNIT HEATER HP HORSEPOWER HRS HORSEPOWER RATED DISCONNECT VA VALVE SWITCH W/ OVERLOAD PROTECTION VAC VACUUM VAV VARIABLE AIR VOLUME HTG HEATING VD VOLUME DAMPER HVAC HEATING, VENTILATION AND VF VELOCITY AIR CONDITIONING VFD VENT E FREQUENCY DRIVE HWG HIGH WALL GRILLE VTR VENT THRU ROOF HWR HIGH WALL REGISTER HZ HERTZ W WIDE WITH ID INSIDE DIAMETER W/0 WITHOUT IE INVERT ELEVATION WB WET BULB IN INCH or INCHES WCO WALL CLEANOUT INSUL INSULATION WG WATER GAGE INV INVERT WGE WASTE GAS EVACUATION PRESSURE DROP KW KILOWATT WD WATER KWH KILOWATT HOUR ELECTRICAL LEGEND SYMBOL ABBR I DESCRIPTION fQ kL LIGHT UNEWORK INDICATES ® CAP PIPE END CAP AMPERE FUSE EXISTING PIPING OR EQUIPMENT PANELBOARD (120/208V) AIC PIPE TURNING DOWN OR AWAY KV INDICATES PIPING OR EQUIPMENT AS PANELBOARD (277/48OV) o MOTOR CONNECTION TO BE REMOVED - -0 WA PIPE TURNING UP OR TOWARD CW COLD WATER - DOMESTIC ® NOTE REFERENCE -REFER TO 'REFERENCE NOTES' PIPE TURNING DOWN OR AWAY (TEE) HW HOT WATER - DOMESTIC MECHANICAL EQUIPMENT CONNECTION SCHEDULE © REDUCER (NOT TYPICALLY SHOWN) HWC HOT WATER CIRCULATING - DOMESTIC (E) HASHMARKS SHOW QUANTITY OF 12 CONDUCTORS WHEN MORE THAN PIPE CONNECTION D DRAIN - INDIRECT RACEWAY CONTINUATION PNL PANEL FDIC FURNISHED BY OWNER = RECEPTACLE PIPE SLEEVE or ALIGNMENT GUIDES HWS HOT WATER HEATING SUPPLY HWR HOT WATER HEATING RETURN ® FD or FFD FLOOR DRAIN or FUNNEL FLOOR DRAIN DHWR DOMESTIC HOT WATER RETURN pQ TRANSF. SHUTOFF VALVE (AS SPECIFIED FOR PIPING SYSTEM) DHWS DOMESTIC HOT WATER SUPPLY N CKV CHECK VALVE LHWR LAUNDRY HOT WATER RETURN TYPICAL VFD VARIABLE FREQUENCY DRIVE ACV MODULATING CONTROL VALVE W/ ACTUATOR LHWS LAUNDRY HOT WATER SUPPLY It-1 STIR Y -TYPE STRAINER W/ DRAIN VALVE Q TIP TEST PLUG T TH or TT THERMOMETER (TEMPERATURE INDICATOR) P PI PRESSURE INDICATOR ® PUMP (DIAGRAM) W1 FLEXIBLE CONNECTOR D� BSV COMBINATION BALANCING SHUT -OFF VALVE P kI BFV BUTTERFLY VALVE V- RV RELIEF VENT ELECTRICAL LEGEND SYMBOL ABBR I DESCRIPTION fQ kL LIGHT LINE WEIGHT INDICATES FIXTURE OR DEVICE IS EXISTING ® EQUIPMENT CONNECTION AF AMPERE FUSE ME0.3 PANELBOARD (120/208V) AIC MOTOR CONNECTION KV CABINET -TYPE AS INDICATED ON PLAN AS PANELBOARD (277/48OV) o MOTOR CONNECTION m JUNCTION BOX WA DISCONNECT SWITCH CAB FUSED DISCONNECT SWITCH ® NOTE REFERENCE -REFER TO 'REFERENCE NOTES' EF- MECHANICAL EQUIPMENT CALLOUT, REFER TO HWS & R CIRC. MECHANICAL EQUIPMENT CONNECTION SCHEDULE © GENERATOR (N) BRANCH CIRCUIT WIRING SHOWING CIRCUIT HOME RUN TO PANELBOARD. (E) HASHMARKS SHOW QUANTITY OF 12 CONDUCTORS WHEN MORE THAN A -L3.5 THREE REQUIRED. GROUND CONDUCTOR SHOWN LONGER -� RACEWAY CONTINUATION ELECTRICAL ABBREVIATIONS ABBR DESCRIPTION I ABBR DESCRIPTION A AMPERE HRS HORSEPOWER RATED SWITCH AF AMPERE FUSE ME0.3 ELECTRICAL SPECIFICATIONS AIC AMPERE ENIRRUPIING CURRENT KV KILO -VOLT AS AMPERE SWITCH KW KILO -WATT ATS AUTOMATIC TRANSFER SWITCH WA KILO -VOLT- AMPERES CAB CABINET LV LOW VOLTAGE CB CIRCUIT BREAKER HWS & R CIRC. RM 0030 PHYSICAL PLANT COP COPIER (N) INDICATES NEW (E) INDICATES EXISTING PH PHASE ETR EXISTING TO REMAIN PNL PANEL FDIC FURNISHED BY OWNER RECEPT RECEPTACLE 1 INSTALLED BY CONTRACTOR "LEGEND 2000" SERIES, LW -750 SWBD SWITCHBOARD G GROUND GFI GROUND FAULT INTERRUPTING TRANSF. TRANSFORMER TS TOGGLE SWITCH TYP TYPICAL VFD VARIABLE FREQUENCY DRIVE V VOLT DRAWING INDEX DWG. N0. I TITLE ME0.0 LEGENDS, ABBREVIATIONS, SCHEDULES, NOTES AND DRAWING INDEX MEO.1 MECHANICAL SPECIFICATIONS MEO.2 MECHANICAL SPECIFICATIONS ME0.3 ELECTRICAL SPECIFICATIONS ME1.1 ENLARGED BASEMENT PLANS ME1.2 ENLARGED FIRST FLOOR PLANS ME1.3 ENLARGED FIRST FLOOR PLANS ME1.4 PARTIAL ROOF PLANS ME2.0 DIAGRAMS AND PANEL SCHEDULES ME2.1 DIAGRAMS AND DETAILS GENERAL NOTES 1. OFFSETS: PLANS ARE DIAGRAMMATIC IN NATURE AND DO NOT ATTEMPT TO SHOW EXACT LOCATIONS OF DUCTWORK AND PIPING, NOR DO THEY SHOW ALL OFFSETS THAT WILL BE REQUIRED FOR INSTALLATION. COORDINATE WITH OTHER TRADES PRIOR TO FABRICATION OF DUCTWORK AND PIPING. 2. PIPE AND EQUIPMENT IDENTIFICATION: PROVIDE PIPE, EQUIPMENT, AND VALVE LABELING AS SPECIFIED. 3. REFER TO THE MECHANICAL SPECIFICATIONS FOR SPECIAL INSTALLATION REQUIREMENTS AND METHODS AS WELL AS PRODUCT INFORMATION. THE SPECIFICATIONS INCLUDE REQUIRED ITEMS AND ACCESSORIES THAT ARE NOT SHOWN ON THE DRAWINGS. 4. DEMOLITION AND EQUIPMENT RELOCATION: WHEN RELOCATION OF EXISTING MECHANICAL ITEMS IS CALLED FOR, SELECT THOSE ITEMS OF THE HIGHEST QUALITY ( AND BEST CONDITION) OF THE ITEMS TO BE REMOVED FOR REUSE. OWNER SHALL BE GIVEN THE OPPORTUNITY TO RETAIN ANY REMOVED ITEMS THAT ARE NOT BEING REUSED. ALL OTHER ITEMS SHALL BE DISPOSED OF LEGALLY BY THE CONTRACTOR. 5. PIPING, DUCTWORK, AND EQUIPMENT ANCHORAGE: PROVIDE SEISMIC RESTRAINTS AND ANCHORAGE PER SPECIFICATIONS AND THE UNIFORM BUILDING CODE. 6. ELECTRICAL CLEARANCES: COORDINATE WITH ALL TRADES TO MAINTAIN ELECTRICAL SERVICE CLEARANCE (PER NATIONAL ELECTRIC CODE) FOR MECHANICAL EQUIPMENT. ENERGY CODE NOTES A. PROVIDE PIPE INSULLATION AS SPECIFIED (SEE SHEETS MEO.1 AND MEO.2) AND AS REQUIRED BY PARAGRAPHS 1415.1 OR WASHINGTON STATE ENERGY CODE. B. PROVIDE AS -BUILT RECORD DRAWINGS AS SPECIFIED AND AS REQUIRED BY PARAGRAPH 1416.1 OF WASHINGTON STATE ENERGY CODE. C. PROVIDE MAINTENANCE MANUALS AS SPECIFIED AND AS REQUIRED BY PARAGRAPH 1461.2 OF WASHINGTON STATE ENERGY CODE. D. PROVIDE MECHANICAL SYSTEMS ADJUSTING AND TESTING PER SPECIFICATION AND PARAGRAPH 1416.3 OF WASHINGTON ENERGY CODE. PUMP SCHEDULE MARK SERVICE LOCATION TYPE CAPACITY MBH I MOTOR REMARKS GPM FrPUMP HDI RPMI HP I VOLTS I PH P -9 HWS & R CIRC. RM 0030 PHYSICAL PLANT PACO 200 50 1750 5 460 '3 END SUCTION, CENTRIFUGAL, 'TYPE L, #2095 -3 P -10 HWS & R CIRC. RM 0030 PHYSICAL PLANT PACO 200 50 1750 5 460 3 END SUCTION, CENTRIFUGAL, TYPE L, #2095 -3 HOT WATER BOILER SCHEDULE MARK SERVICE LOCATION YE CAPACITY MBH GPH EWT F LWT F EFF, % FLUE SIZE DIA (IN) ELECTRICAL REMARKS INPUT OUTPUT VOLTS PHASE AMPS WHB -1 DOMESTIC HOT WATER BOILER ROOM 1287 PROPANE 860 774 2110 155 175 90 7 120 1 30 "LEGEND 2000" SERIES, LW -1000 WHB -2 LAUNDRY HOT WATER BOILER ROOM 1287 PROPANE 675 608 1657 155 175 90 6 120 1 30 "LEGEND 2000" SERIES, LW -750 ELECTRICAL EQUIPMENT CONNECTION SCHEDULE MARK DESCRIPTION RATING DISCONNECT SWITCH COMBINATION STARTER FEEDER CIRCUITS NOTES P -9 CIRC. PUMP 48OV, 30, 5 HP 1/2 - 3#12 -1 #12G PNL ZHB 1 P -10 CIRC. PUMP 48OV, 30, 5 HP 1/2 "- 3 #12 -1 #12G PNL ZHB 1 WHB -1 WATER HEATER 12OV, 10, 1 -1/2 HP HRS 3/4'- 2 #10 -1 #10G PNL EM -3 WHB -2 WATER HEATER 12OV, 10, 1 -1/2 HP HRS 3/4"-- 2 #10 -1 #10G PNL EM -3 GENERAL NOTES: 1. PRIOR TO ORDERING EQUIPMENT OR ROUGH -IN, COORDINATE WITH THE MECHANICAL CONTRACTOR TO ESTABLISH THE ACTUAL LOAD AND OVERCURRENT PROTECTION REQUIREMENTS OF EACH PIECE OF EQUIPMENT. 2. LOCATE ALL DISCONNECTING MEANS PER NEC 430 -102B AND AHJ REQUIREMENTS. 3. ABBREVIATIONS HRS: HORSEPOWER RATED MOTOR DISCONNECT SWITCH WITH OVERLOAD PROTECTION TS: TOGGLE SWITCH 4. ALL DISCONNECT SWITCHES ARE 3 POLE UNLESS OTHERWISE NOTED. SCHEDULE NOTES: 1. VFD PROVIDED BY DIVISION 15, INSTALLED BY DIVISION 16. ASqFFMAN 1601 Fifth Avenue Suite 900 Seattle, Washington 98101 -1625 Phone 206.623.0717 Fax 206.624.3775 JEFFERSON GENERAL HOSPITAL 834 SHERIDAN STREET PORT TOWNSEND, WASHINGTON HEATING SYSTEM IMPROVEMENTS CONSTRUCTION DOCUMENTS 10/20/04 Revisions Registration Key Plan Sheet Title LEGEND, ABBREV., SCHEDULES, NOTES AND DRAWINGS INDEX Scale: NONE CEI Project No: 040'550 Date: 10/20/04 Designed: RHL Drawn: RHL Checked: JAC Sheet Number MEOsO A) DIVISION 15 - MECHANICAL 15010 MECHANICAL WORK, GENERAL A GENERAL REQUIREMENTS 1. Contract Requirements: Comply with Bidding and Contract Requirements as outlined by the Owner and Engineer. 2. Intent: a. The intention of the Contract Documents is to include all labor and materials, tools, hoisting, scaffolding, supervision, equipment, and transportation necessary, or reasonably inferable as being necessary, for the execution of the work. b. The Contractor is responsible for providing the finished mechanical work, tested and ready for operation. c. By submitting a proposal, the Contractor represents that it has made a thorough examination of the site, of the work, and all existing conditions and limitations, and that it has examined the Contract Documents in complete detail, and has determined beyond doubt that the drawings, specifications, and existing conditions are sufficient, adequate, and satisfactory for the construction of the work under the Contract. d. Where minor adjustments of the work are necessary for purposes of fabrication or installation of items, or resolution of conflicts between items within the intent of the Contract Documents, the Contractor shall make such adjustments with no added compensation. Where such adjustments affect functional or aesthetic design of the work, they shall first be submitted to the Architect for review and approval. e. Site Conditions: The mechanical documents indicate certain site conditions to assist the Contractor. These drawings are not intended to indicate all conditions. It shall be the responsibility of the Contractor to determine all site conditions prior to purchase and fabrication of new materials. 3. Codes, Permits, Inspections, and Fees: a. Obtain permits and inspections and pay fees required by National, State, and Local authorities. b. All work and materials shall be in accordance with referenced standards, and requirements of all applicable local ordinances and state statutes, including, but not limited to, the following. Date of codes shall be as adopted by local authorities unless indicated otherwise. The most recent revision of standards shall be utilized. 4. Abbreviations: Where abbreviations are used in the specifications and on the drawings, the common industry definition shall apply unless indicated otherwise. 5. Submittals: Submit product data and shop drawings for all significant materials, equipment, and fixtures to the Engineer for review. Allow reasonable time for review and return prior to ordering. Assume Owner and Engineer will retain a total of three copies of submittals unless arranged otherwise. 6. Safety Measures: Provide a safe environment to protect employees and all others from injury. Comply with state and federal safety and health regulations for construction and work within an existing facility. B. PERFORMANCE OF WORK 1. Coordination: Coordinate mechanical work with all other trades and take all measurements necessary to insure proper installation of mechanical work prior to start of fabrication. The contract drawings do not attempt to show exact locations of piping and equipment, or all transitions and offsets that will be necessary for installation. All necessary transitions and offsets shall be provided as part of this work without added compensation. 2. Continuity of Service: Any systems or services within existing occupied buildings shall be maintained with minimum interruption. Coordinate any needed interruptions with the owner and provide a minimum of 5 -day notice. Any overtime work required by this project to maintain existing buildings in continuous service, without reducing their efficiency, shall be included as a part of this contract. 3. Demolition: Provide mechanical system demolition in areas of existing buildings to accommodate installation of new work. Existing piping, valves where indicated on the drawings, may be reused in their original location. Do not reuse existing piping or valves once they are removed, unless written permission is obtained from Owner. Remove all unused piping and equipment located in remodel areas of existing buildings. 4. Cutting and Patching: Provide all cutting of building construction, as required for this work. Keep cutting to a minimum, and use saw cutting to maintain neat, even openings. Provide patching and finishing at all cutting locations. All patching and finishing shall match adjacent existing surfaces and construction. C. PROJECT COMPLETION 1. Record Drawings (As- Builts): Corrections and changes made during the progress of the work shall be neatly recorded as actually installed for .as -built records. Furnish one clean set to the Engineer for review upon completion of the project. 2. Operation and Maintenance Manuals: Provide one preliminary copy and (3) finished copies of Mechanical Operation and Maintenance Manuals, for work under this project. ,Arrange information contained in the manuals in an orderly arrangement (by specification section), separated by tabs. Provide equipment manufacturer, model number, size, capacity, performance data, schedule of routine maintenance, installation, manufacturers operation and maintenance documentationm suppliers lists, list of replacement parts, and include any shop drawings. 3. Owner Instruction: Contractor shall instruct the Owner in the use and operation of all systems installed under this Contract. Obtain Owners written acceptance that they have been adequately trained. 4. Guarantee: Guarantee materials and workmanship for a period of one year after the date of substantial completion. Refer to additional requirements outlined by Owner and Engineer. 15050 BASIC MATERIALS AND METHODS (APPLIES TO ALL WORK) A. GENERAL 1. Work Included: This section applies to all mechanical work normally specified under Division 15, and represents requirements in addition to the requirements stated in other sections. The Division -15 specifications do not cover all items that will be required for complete and working systems. Where materials or equipment needed for this project are not covered in these specifications, provide the materials and equipment of a quality equal to or better than that generally utilized by the industry for similar projects in the same geographic area. B. SUPPORT AND HANGERS 1. Support of Mechanical Systems: Each piece of equipment shall be supported (from above or below) in not less than four comers from the building structure. Piping and ductwork shall be supported at intervals specified, with each system supported independently from the building structure. 2. Seismic Bracing: Provide complete seismic bracing for all new piping and equipment. Bracing shall be per the standards established in the Mason Industries, Inc. Seismic Restraint Guidelines, Third Edition - 2000. All bracing shall be provided by Mason or prior- approved alternate. 3. Connections to the Building Structure: Where concrete structure is present, review the use of concrete anchors with the Engineer, and Owner, and verify that there are no post - tensioned slabs or other conditions that need to be taken into account in setting of anchors. Utilize McCullough "Kwik- Bolt ", Phillips self- drilling anchors, Gregory "Bulldog," or Omark "Drill Anchor; or other approved anchor to attach to concrete structures. Powder driven studs not acceptable. 4. Additional Framing: Provide steel framing members to transfer load from support points at hangers to locations where connections can be made to the building structure. Framing members shall be 12 -gauge minimum, 1 -3/8" x 1 -5/8" minimum cross - section size: Unistrut, Powerstrut, or other approved. Select member size and type, as appropriate for load per manufacturer guidelines. 5. Pipe Hangers: Clevis or ring hangers with steel rods. Hangers for cold piping shall be sized for outside insulation, and shields shall be provided to protect insulation. Maximum spacing of hangers for steel or iron pipe under 1" is 6 feet on center, 1" to 1 -1/2" is 8 feet, 2" to 3" is 10 feet, 4" and over is 12 feet. Maximum spacing of hangers for copper pipe is 1 -1/2" and under is 6 feet on center, 2' is 8 feet, over 2' is 10 feet. 6. Hanger Rods: Hot rolled steel rod, ASTM A 36; size to "Code for Pressure Piping ", ANSI B 31.1, with safety factor of 5. Minimum rod size; 1" pipe and smaller (240 pounds) = 1/4" rod, 1 -1/4' to 2" pipe (to 610 pounds) = 3/8" rod, 2 -1/2" to 4" pipe (to 1,130 pounds) = 1/2" rod, 5" to 8" pipe (to 1,810 pounds) = 5/8" rod. C. EQUIPMENT AND PIPING IDENTIFICATION 1. Nameplates: Provide nameplate for each piece of equipment, including equipment number and any special instruction for its use; laminated black and white plastic with lettering cut through to white background. Minimum size 3" x 1 ". 2. Pipe Identification: All piping in serviceable locations (including above lay -in ceilings) shall be identified with semi -rigid plastic or adhesive identification markers. Markers shall be Brady manufacture or approved. Conform to ANSI A13.1, "Scheme for the Identification of Piping Systems ". Locate markers adjacent to each valve, at minimum 30 inch centers with at least one marker between any two partitions. Provide direction of flow arrows at markers. 1. Shut -Off Valves: a. Shut -Off Valves 2" and Smaller. Ball type, bronze 2 -piece body style, threaded ends, full port, chrome plated solid brass ball, teflon seats, adjustable packing, lever handle, blowout proof stem, 150 wsp, 600 wog. Manufacturer. Apollo No. 77, NIBCO No. T- 585 -70, Watts No. B6080 or Red -White No. 5044F. b. Shut -Off Valves 2 -1/2" and Larger. Butterfly type, full lug, ductile iron body, 400 series stainless steel stem, aluminum bronze disc, EPDM liner and seals, upper and lower stem bearing, blowout proof stem, extended neck for minimum 2' insulation, manufacturer recommended for bi- directional dead end service at full rated pressure without a downstream flange, sizes 2 -1/2" through 4" shall be lever operated and 200 psi cwp; 6' through 12" shall be gear operated and 200 psi cwp; 14" and larger shall be gear operated and 150 psi cwp. Manufacturer. Demco No. NEC -511, Keystone No. HS -2, NIBCO No. LD -2000 2. Gate Valves 2" and Smaller. Bronze body, solid wedge disc, non -rising stem, screw -in bonnet, malleable iron hand wheel, threaded ends, 125 wsp, 200 wog. Manufacturer. Milwaukee No. 105, NIBCO No. T -113, Stockham No. B -103. 3. Gate Valves 2 -1/2" and Larger. Cast -iron body, bronze trim, OS & Y, bolted bonnet, flanged ends, 125 wsp, 200 wog. Manufacturer. Milwaukee No. F2885 -A, NIBCO No. F- 617 -0, Stockham No. G -623. 4. Globe Valves 2' and Smaller. Bronze body, teflon disc, integral seat, union bonnet, malleable iron handwheel, 150 wsp, 300 wog. Manufacturer. Milwaukee No. 590T, NIBCO No. T- 235 -Y, Stockham No. B -22. 5. Globe Valves 2 -1/2" and Larger. Cast iron body, bronze trim, bolted bonnet, screwed -in brass body seat ring, solid brass disc, bronze stem, flanged ends, 125 wsp, 200wog. Manufacturer. Milwaukee No. F2981, NIBCO No. F- 718 -B, Stockham No. G -512. 6. Swing Check Valves 2" and Smaller: Bronze body, swing check, teflon disc and seat, 125 wsp, 200 wog. Manufacturer. Milwaukee No. 509 -T, NIBCO No. T- 413 -Y, Stockham No. B- 320 -T. 7. Check Valves, Nonslam Type 2 -1/2' and Larger. Wafer style, cast -iron body, bronze disc and seat, center guided, stainless steel spring and screws, 200 non -shock wog. Manufacturer. Metraflex Style 700, Milwaukee No. 1400, NIBCO No. W- 910 -B. 8. Gate Valves in Copper Tubing: Bronze body, soldered joint end connections, screwed bonnet, non -rising stem, solid wedge disc, 125 wsp, 200 wog. Manufacturer. Milwaukee No. 115, NIBCO No. S -113, Stockham No. B -104. 9. Check Valves in Copper Tubing: Bronze body and disc, soldered joint end connections, horizontal swing check, screwed cap, 125 wsp, 200 wog. Manufacturer: Milwaukee No. 1509, NIBCO No. S- 413 -B, Stockham No. B -309. 10. Drain Valves 1/2" to 3/4" Sizes: Bronze ball valve, 2 -piece body, standard port, chrome plated brass ball, RPTFE seats, lever handle, blow out proof stem, threaded or soldered with hose end, cap and chain, 150 psi wsp, 600 psi wog. Manufacturer. Milwaukee No. BA -100H or BA -150H. 11. Combination Balancing /Shutoff Valves: Provide balancing valves where shown on the drawings at return connections to piping risers (typical each floor), at coils, cooling towers, at circulating pumps and elsewhere as shown. Manufacturer. Armstrong "CBV" Circuit Balancing Valves, Nibco 737, Victoulic/Tour- Andersson Model STAD /STAS and STAF /STAG or Mepco MBVS. 12. Strainers: All strainers shall have cast -iron or bronze bodies of ample strength for the pressure to which they shall be subjected and suitable flanges or trappings to connect with the piping they serve. They shall be of such a design to allow blowing out of accumulated dirt and to facilitate removal and replacement of a strainer screen, without disconnections of the main piping. E. MISCELLANEOUS MATERIALS 1. Dielectric Unions: Provide at each pipe connection between dissimilar metals. 2 inches and smaller, 250 psig at 180 deg. F., ANSI B16.39. Over 2' use flange fittings, ANSI B16.42 (iron) or ANSI 816.24 (bronze), Watts 3000 series, Epco or equivalent. 2. Test Plugs: Provide 1/2" size, pressure and temperature type fitting constructed of solid brass with two valve cores of Nordel, suitable for 275'F at 500 psi. Each fitting shall include cap with gasket. 3. Thermometers shall be industrial dial -type, with separate brass thermowells, bimetal actuated, having a 3 -inch dial and variable angle stem. Thermometer shall have a hermetic seal and an external adjustment in the rear of the case. Provide thermometer wells with extension necks of suitable length for insulated piping. Manufacturer. Ashcroft Series EL, Weiss Model 5VBM "Vari- Angle, ", Marsh "Master Therm Adjustable' or Winters 'Bi- Metal. " 4. Pressure Gauges: White or aluminum faceplate, with black letters inscribed with units of measurement, ANSI B40.1 Grade 2A, 4 -1/2" dial, with shutoff cock. Gauge case shall be polished stainless steel or chrome - plated brass with chrome - plated bayonet ring, rear blowout disc, without flanges. Scale range shall be approximately twice the operating range. Shutoff cock shall be 1/4" NPT ball valve with pipe extension to gauge. Manufacturer. Marsh 'Mostergauge," Crosby Series 10, Trerice Type 50OX Series, Moeller 'Vantage," Ametek USG 'Solfrunt" Series 1900, Ashcroft Type 1009 or approved Winters. 5. Fire Sealing at Rated Walls and Floors: Provide sleeves and /or UL listed fire rated putty at all pipe penetrations of rated walls and floors. Putty shall be installed strictly per manufacturer instructions. Overall installation shall meet code requirements. Pipe insulation shall not be continuous through fire rated walls or floors. 6. Motors: Unless otherwise specked, all electric motors furnished shall conform with the requirements of NEMA MG1 "Motors and Generators*. Provide minimum motor efficiencies as required by the applicable energy code. 7. Concrete Curbs and Bases: Provide appropriately sized concrete housekeeping bases and pads for mechanical floor - mounted equipment. Concrete housekeeping bases and pads, unless noted otherwise, shall be 4' thick, doweled to floor slab and trowel finished with 1" bevel edge all around. All equipment base plates shall be attached to concrete base. Anchor bolts shall be capable of resisting horizontal and vertical earthquake forces, as required in Section 1621 of 2003 International Building Code. Concrete: 3000 psi concrete to ASTM C94. F. EXECUTION 1. Installation, General: Follow manufacturers instructions and utilize good industry practice when installing all work. Use only skilled tradespeople with qualified supervision. All work shall be left neat and clean. 2. Coordination with Other Trades: Complete drawings and specifications of all trades will be furnished or will be available for inspection in the construction office at the jobsite. Carefully check these drawings and specifications before installing any work. In all cases, consider the work of all other trades and coordinate work with that of the Piping, Plumbing, Electrical, and Site -work subcontractors, so that the best arrangement of all equipment, Piping. conduit, and other related items can be obtained. 3. Interconnecting Wiring: Provide any necessary interconnecting wiring between individual components and accessories furnished with mechanical equipment packages (unless that wiring is specifically called for on the electrical drawings). Wiring and wiring accessories shall be in accordance with Division 16 specifications and local Electrical Code. Wiring shall be in conduit or raceway. Wiring shall be provided by the subcontractor providing the equipment package. 15080 MECHANICAL INSULATION A. INSULATION MATERIALS 1. Glass Fiber Pipe Insulation: Glass fiber meeting ASTM C547, rigid molded. 'K" value 0.23 at 75'F. Maximum service temperature shall not exceed 85(rF. Jacket shall be high density, white Kroft bonded to aluminum foil for vapor barrier, reinforced with fiberglass yam, permanently treated, secured with self - sealing longitudinal laps and butt strips or AP jacket with outward clinch expanding staples coated with vapor barrier mastic. Manufacturer. Johns Manville "Micro -Lok AP -T Plus," Owens - Corning ASJ /SSLII, Knouf Fiber Glass 'Pipe Insulation' or approved Manson Insulation Corporation. 2. Insulation Thickness: Thickness: Thickness of pipe insulation for each application shall be in accordance with the following table: III` �➢, 4LL�, lilil [9:1i!I��iYd:itil�1R6�IlI:1tl*7� Nominal Pipe Size ** Operating Runouts* 1" and >t" >2" System Temp. ('F) Material Up to 2" less to 2" to 4" Heating water 141 -200 Glass Fiber 0.5 1.5 1.5 1.5 Domestic & service HW 105 and greater Cold water 56 -79 Glass Fiber 0.5 0.5 0.5 0.5 Up to Heating water 3. Indoor Pipe insulation: fiberglass pipe insulation with all- service jacket shall be provided for all piping systems. Fittings shall be mitered sections of insulation with the same thickness as adjacent pipe insulation with factory- premolded, one - piece, UL listed (25/50) PVC fitting covers. Installation must reflect careful workmanship, and be neat in appearance. 4. Jacketing of Pipes Outdoors or Exposed to Weather. Piping shall be finished with an aluminum jacket over the insulation. Aluminum jacket material shall be embossed or corrugated sheet, 0.016" nominal thickness, conforming to ASTM 8209, temper H -14. Jacketing shall be applied with joints lapped not less than 2 ", and shall be secured With 3/8' x 0.020" thick aluminum bands located at each circumferential lap and at not more than 9" intervals throughout. Horizontal joints shall lap downward to shed water. Vertical joints shall be sealed with weatherproof silicone sealant. Manufacturer. Childers or Pabco manufacturer. 15094 VARIABLE FREQUENCY DRIVES A. GENERAL 1. Furnish the variable frequency drives (VFDs) for the pumps designated on the drawing schedules. VFD shall be housed in a NEMA 1 enclosure suitable for wall mounting. Manufacturer. Donfoss Graham VLT 6000 Series or ABB Drives Inc. "ACH 550 -BD. 2. The VFD shall convert incoming fixed frequency three -phase AC power into a variable frequency and voltage for controlling the speed of the three -phase AC motors. Motor voltage shall be varied with frequency to maintain desired motor magnetization current suitable for centrifugal pump and fan control and to eliminate the need for motor derating. 3. The VFD and options shall be tested and certified to ANSI /UL Standard 508. 4. The VFD shall have DC link reactors on both the positive and negative rails of the DC bus to minimize power line harmonics. VFDs without DC link reactors shall provide a minimum 5% impedance line reactor. 5. The VFD's full load amp rating shall meet or exceed NEC Table 430 -150. The VFD shall be able to provide full rated output current continuously, 1107 of rated current for 60 seconds and 160% of rated current for up to 0.5 second while starting. 6. An automatic energy optimization selection feature shall be provided standard in the VFD. B. INTERFACE FEATURES 1. The VFD shall include a standard RS -485 communications port and capabilities to be connected to a Modbus or FLN system at no additional cost to the owner. Verify interface system required with existing controls contractor. The connection shall be software selectable by the user. 2. As a minimum, the following points shall be controlled and /or accessible: VFD Start /Stop Speed Reference Fault Diagnostics Bypass C. AUTOMATIC BYPASS 1. Provide an automatic bypass to allow the motor to be switched to bypass automatically when the drive goes into a fault condition and will not automatically reset. Include motor thermal overload and fuse or circuit breaker protection while in bypass operation. A three position selector switch to control the bypass contactor and the drive output shall be mounted on the enclosure door. When in the "Normal' mode, the bypass contactor is open and the drive output contactor is closed. In the "Test' position both contactors are open, and in the "Bypass" position, the drive output contactor is open, and the bypass contactor is closed. The drive output contactor shall also open when a stop command is given, isolating the motor from the drive. Start /stop signals and safety interlocks will work in drive and bypass modes. 2. The VFD and bypass panel assembly shall carry the UL panel shop listing. D. EXECUTION 1. Fumish all equipment and manufacturer's installation instructions to the Electrical Contractor for installation and wiring in accordance with manufacturers instructions and recommendations and Division 16 requirements. start -up service 2. The manufacturer shall provide start -up commissioning of the variable frequency drive and all its circuits by a factory certified service technician who is experienced in start -up and repair services. 15100 DOMESTIC WATER A. PIPING SYSTEMS 1. Domestic Water Piping: Type L copper water tube, hard drawn, ASTM B 88. Wrought copper solder fittings and screwed adapters, ANSI B16.22.J. Solder, 95 percent tin, 5 percent antimony solder, ASTM B 32, 95TH, B. EXECUTION 1. The handling of piping system materials and installation of the work shall be performed in a manner that will minimize possible contamination and minimize the necessity of sterilization. 2. All pipe, tubing, fittings, valves, equipment and accessories shall be clean and free of all extraneous foreign material before being installed into their respective systems. Pipe shall be cleaned by hammering, shaking, swabbing, purging and flushing or by a combination of methods. 3. Keep openings in piping and ends of pipe closed during installation. 4. Support at Connections to Equipment: Piping connected to equipment shall be installed to provide flexibility for thermal stresses and for vibration and shall be adequately supported and anchored so that strain from weight and thermal movement of piping is not imposed on the equipment. 5. Hangers for pipe and tubing support are specified in Section 15050, "Basic Materials and Methods.' 15180 HEATING AND COOLING A. PIPING SYSTEMS 1. Pipe: Black steel, Schedule 40, ASTM A53, Type S or Type E. Grade B. 2. Fittings, 2 -inch and Smaller. Screwed malleable iron, 150 lb. wsp, ANSI /ASME 16.3. 3. Fittings, 2 -1/2 inch and Larger. Wrought steel butt- welding fittings with 150 lb. forged steel flanges, ASTM A234 and ANSI /ASME B16.5. 4. Pipe 4 -inch and Larger. Black steel, Schedule 40, ASTM A53, Type S. Grade B. Fittings, wrought steel butt- welding with 150 lb. forged steel flanges, ASTM A234 and ANSI /ASME B16.5. B. SUCTION DIFFUSERS 1. Suction Diffuser. Provide at each pump a suction diffuser consisting of angle -type body with inlet vanes and combination diffuser - strainer - orifice cylinder with 5/32" or 3/16" diameter openings for pump protection. A permanent magnet shall be located within the flow stream and shall be removable for cleaning. Strainer shall be equipped with a disposable, stainless steel fine -mesh start -up strainer which shall be removed after system startup. Orifice cylinder shall have a 2:1 free area of pump suction openings. Total vane length shall be no less than 2 -1/2 times the pump connection diameter. Unit shall be provided with base support boss to carry weight of suction piping. Manufacturer. PACO, Victaulic, Bell & Gossett, or Armstrong. C. CIRCULATING PUMPS (END - SUCTION TYPE) 1. General: Provide the flexibly coupled, end - suction type circulating pumps. Pump capacities and locations shall be as indicated. Manufacturer. PACO Series L, Bell & Gossett Series 1510, or approved. 2. Construction: Pumps shall have iron body, bronze impeller, and trim. Each pump shall be fitted with a stainless steel shaft or stainless steel shaft sleeve, each of which shall be of a Brinell hardness not less than 500. Each flexibly coupled pump shall be mounted with its motor on integral cast -iron baseplate provided with drain outlets and piped to nearest available indirect waste; flexible couplings of approved manufacturer shall connect motor and pump shafts. Pump casings shall be designed for the specified working pressure and shall be tested at 1 -1/2 times this pressure and proven tight. Working pressures are scheduled on the drawings. 3. Shaft Seals: Pumps shall be provided with tungsten carbide seals or equivalent and rated at 25O'F minimum for hot water systems. 4. Motors shall comply with the requirements of "Motors" in Section 15050, "Basic Materials and Methods," Motors shall be compatible with VFD controllers. D. EXECUTION 1. General: Piping, materials and equipment shall be installed in accordance with the approved recommendations of the manufacturer. 2. Clearances: Equipment and piping shall be installed so as to provide adequate and acceptable clearances for entry, servicing, and maintenance. 3. Comply with the applicable requirements for installation of .piping, materials, equipment, and accessories as specified in Section 15050, "Basic Materials and Methods,' in addition to those installation requirements specified hereinafter. 4. Temporary Piping: Provide all temporary pipe, valves, fittings, etc., required to maintain temporary service. Remove when no longer required. 5. Continuity of Service: Cooperate with Owner to establish sequence of work. Give 5 days notice before shutting down any principal service. Arrange all work so that shutdown of any existing service is kept to a minimum. {Perform work at overtime hours, if necessary and when so directed, to restore each active service directly and immediately on the day on which interruption is made.} 6. Install shutoff valves in active existing piping as required to minimize number of shutdowns required for any existing systems. 7. Cutting Into Existing Lines. Cut into existing lines only after existing building area remodeling has begun, and after local sections of the existing water system have been partly drained. Perform all draining and refilling operations, and properly dispose of drained water. Following completion of the new connections, perform all venting and refilling operations for the systems. B. Air Vents: Install air vents at the high points of all piping, or where shown or directed. The vent shall remain open until water rises in the expansion tank to a predetermined level, at which time the vent shall close tight. An overflow pipe from the vent shall be run to the nearest drain funnel. In glycol systems, pipe vents back to the glycol mix or glycol catch tank. The inlet to the air vent shall be through a gate valve. 9. Pressure Gauges and Thermometers. Install not more than 7' above floor or operating platform. 10. Suction Strainers: A start -up strainer shall be provided at each pump suction diffuser. Following piping system cleaning and prior to balancing, remove start -up strainer. Provide an adjustable support foot or base support boss to eliminate pipe strain at suction diffuser connection to pump. 11. Frame Mounted Pumps: The pump and motor shall be mounted on a heavy structural steel baseplate having a sufficient grout volume with adequately sized grout holes. Grout entire base with nonshrinking grout. Align pump and driver after grouting is completed. After alignment, pin pump and driver to base with taper pins, three pins minimum for each pump and driver. A spring -type coupler, capable of absorbing torsional vibration, shall be employed between the pump and motor, and it shall be equipped with a suitable coupling guard. 12. Heating Water Piping Testing: Test at hydrostatic pressure at least 1 -1/2 times the maximum operating pressure, but not less than 100 psi; duration not less than two hours. A RFFMAN 1601 Fifth Avenue Suite 900 Seattle, Washington 98101 -1625 Phone 206.623.0717 Fax 206.624.3775 JEFFERSON GENERAL HOSPITAL 834 SHERIDAN STREET PORT TOWNSEND, WASHINGTON HEATING SYSTEM IMPROVEMENTS CONSTRUCTION DOCUMENTS 10/20/04 Revisions Registration Key Plan Sheet Title MECHANICAL SPECIFICATIONS Scale: NONE CEI Project No: 04050 Date: 10/20/04 Designed: RHL Drawn: RHL Checked: SAC Sheet Number MEOml 15194 LIQUID PETROTROLEUM GAS PIPING A. PIPING 1. Pipe: Schedule 40 black steel, ASTM A53, seamless pipe. 2. Fittings: 1 -1/2 size and smaller, threaded, 125psi, malleable black iron, 150 pounds minimum wsp per ANSI /ASME B16.3. 2" and larger. butt - welded fittings, conforming to ANSI /ASMEB16.9. 3. Unions: Use right and left nipple unions. In exposed locations at fixtures, appliances or equipment connections and immediately on discharge of building shutoff valve, ground joint unions may be used. Heavy duty flanged type unions may be used only when approved by authority having jurisdiction. 4. Joint Sealant Ribbon Teflon tape. Manufacturer. Permacel No.412 or approved. 5. Gas valves shall conform to Military Specification MIL -V- 12003, Type I, 175 psig, water - oil -or -gas (WOG). 6. Pressure Regulators: Spring- loaded diaphragm pressure regulation, pressure operating range as required for the pressure reduction indicated, volume capacity, not less than indicated, and threaded ends for sizes 2 inches and smaller, otherwise flanged. Manufacturer. Equimeter Model 143 -80 or Model 121 or approved. 7. Gas Equipment Connectors a. Flexible Connectors: Comply with ANSI Z21.24 b. Quick Disconnect Couplings: Comply with ANSI Z21.41. B. EXECUTION 1. Above Ground Steel Piping: a. Determine and establish measurements for piping at the job site and accurately cut pipe lengths accordingly. For 2 -inch diameter and smaller, use threaded or socket- welded joints. For 2 -1/2 inch diameter and larger, use flanged or butt- welded joints. Threaded Joints: Where possible use pipe with factory-cut threads, otherwise cut pipe ends square, remove all fins and burrs, and cut taper pipe threads per ANSI /ASME 82.1. Threads shall be smooth, clean, and full -cut Apply thread tape to male threads only. Work piping into place without springing or forcing. Backing off to permit alignment of threaded joints will not be permitted. Engage threads so that not more than three threads remain exposed. Use unions for connections to valves, meters, regulators for which a means of disconnection is not otherwise provided. b. Welded Joints: Weld by the shielded metal -arc process, using covered electrodes and in accordance with procedures established and qualified per ANSI /ASME B31.2. Each welder and welding operator shall be qualified for the ANSI procedures as evidenced by a copy of a certified ANSI /ASME B31.2 qualification test report. Contractor shall conduct the ANSI /ASME qualification tests. 2. Final Connections to Domestic Hot Water Heaters: Connect with AGA Approved semi -rigid tubing and fittings. 3. Pressure Testing Steel Pipe: Test pressure and duration shall be conducted in compliance with UPC Chapter 12. Use clean dry air, CO2 or nitrogen pressure for testing. Systems that may be contaminated by gas shall first be purged. Make tests on entire system or on sections that can be isolated by valves. After pressurization, isolate entire piping system from all sources of air during test period. 4. leaks in gas piping shall be located by applying soapy water to the exterior of the piping. Defects in gas piping and fittings shall be removed and replaced with sound material. Piping shall be retested. 15480 DOMESTIC WATER HEATERS A. HOT WATER BOILER, GAS FIRED (PROPANE) 1. Type: The heat exchanger shall incorporate finned copper tubing with an integrated self- baffling tube design. The finned copper shall be 5/8" I.D. with 9 fins per inch for maximum thermal efficiency. V baffles are not acceptable. The heaters gasket -less wet section shall be constructed of 100% copper, brass and bronze. Phenolic lining or cast iron is not acceptable. The had exchanger shall be circular configuration, encompassing the entire burner and forming the combustion chamber. No gaskets are acceptable in the combustion chamber, burner assembly or in the ASME wet section. The hot water heater shall bear the ASME "H" stamps and shall be National Board registered for 160 psi working pressure. The heater shall be test certified at 90% thermal efficiency by the American Gas Association. The entire heater shall be factory assembled and fire tested.. Unit shall meet or exceed ASHRAE /IES -90.1 b -1992. 2. Bumer and Controls: The gas burner shall be constructed on Inconel 625 stainless steel, laser- welded with no moving parts. The bumer shall fire in a radial 360 degree flame pattern. No double meshed screen or aluminized construction of bumer is acceptable. Fuel and gas mixture shall take place in the stainless steel pre -mix tube for safety. Pressurized cabinets are unacceptable. Gas orifices shall be replaceable without requiring removal of the burner. Heater shall include a solid state control system to monitor and control all operating and safety functions. Indicating lights shall monitor and include air, transformer, ignition, gas pressure, water flow, gas valves, pre- purge, post -purge and safety lock -outs. Standard operating controls will include hot surface electronic ignition, operating aquastat, manual re -set hi- limit, automatic main and redundant gas valve, master switch with pilot light, digital inlet /outlet temperature gauges, ASME safety relief valve, flow switch, heat resistant glass- viewing port Solid state control system and all circulating pumps shall be mounted inside cabinet. The heater shall be equipped for 120 volt, single phase, and 60 Hz electrical service. 3. Circulating Pumps: Provided with heaters and factory wired. Taco model #1935. 4. Vents: Exhaust vent shall be a direct sealed horizontal vent system installed with 1/4 inch per foot upward slope to exhaust terminal. Material shall be AL29 -4C. Galvanized steel or stainless steel is unacceptable. Exhaust vent pipe shall include through -wall terminal, hangers, supports, fitting and boot tee with drain cover, condensate tubing, and miscellaneous accessories and hardware for a complete installation. 6. Combustion air vent shall be PVC pipe with PVC fittings, couplings, screened through -wall air intake terminal, hangers, supports and miscellaneous accessories and hardware for a complete installation. 6. Start Up: Tank shall include manufacturers professional start -up service. 7. Manufacturer. A.O. Smith Legend 2000 Model LW or prior approved equal. B. EXECUTION 1. All materials and equipment shall be installed by specialists in accordance with manufacturers instructions. The installation of any materials and equipment not meeting those standards may be condemned by the Engineer and shall be removed and reinstalled at no additional cost to the Owner. Contractor is responsible for the safety and good condition of the materials and equipment installed until final acceptance by the Owner. 2. Provide wiring between remote mounted sensors and heaters in accordance with manufacturers instructions and Division 16. 3. Install heater components shipped, and installed remote from Heater. A4;qFFMAN R S 1601 Fifth Avenue Suite 900 15900 CONTROLS Seattle, Washington 98101 -1625 A. GENERAL Phone 206.623.0717 1. Work Included: Provide complete and operating control systems meeting the requirements indicated on the Fax 206.624.3775 sequence of operation. All electrical components shall have UL listing where available. The control system shall be manufactured and installed by Seimens, and shall be fully integrated into the existing system. Seimens contact: Darrell Sockwor, 253 - 274 -4776 or mobile number, 253- 973 -6249. 2. Control System Design: Provide all design work for control systems. Prepare complete shop drawings showing all wiring work, and submit to the Owner and Engineer for review along with control component submittals. Provide thorough coordination with the electrical subcontractor, and other mechanical trades, as well as equipment suppliers. 3. Provide updates to existing operator terminal graphics for domestic and laundry water heaters, and hydronic circulating pumps. 4. Provide additional modules or control panels as required to provide control, alarms and monitoring as noted below. 3. Testing: Provide thorough testing of the completed control systems to insure that they perform as required. Refer to Section 15010. B. CONTROL SEQUENCES 1. Domestic and Laundry Water Heating Systems (WHB -1 and WHB -2) a. All operating and safety controls for the gas fired hot water heaters shall be factory furnished and wired. b. Heater controls shall be energized by a drop in the storage tank temperature of 5 degrees (adjustable). Each heaters primary circulating pump (HCP -1 and HCP -2) shall operate whenever boiler controls are energized. JEFFERSON c. The following reports that show cooling plant instantaneous values shall be provided: Water supply and return temperatures. GENERAL Heater status Pump status Water flow alarm Low water temperature alarm HOSPITAL 2. Hydronic Circulating Pumps (P -9 and P -10) 834 SHERIDAN STREET a. Hydronic circulating pumps shall be started and operated by the DDC system and shall operation alternate. PORT TOWNSEND, WASHINGTON b. Pumps shall be driven by variable frequency drive controller. The VFD shall control water volume and head pressure by increasing or decreasing the speed of the pump motor. A differential pressure sensor shall provide an analog signal proportional to supply pressure to the VFD. c. Three -way mixing valves shall modulate to provide supply temperature of 180? F (adjustable). Supply temperature shall be reset from outside air temperature sensor (provided by control contractor) in an adjustable HEATING straight line ratio to deliver water temperature as follows: 180 degree water at 15 degrees outdoor air. SYSTEM 110 degree water at 55 degrees outdoor air. 15950 TESTING, ADJUSTING, AND BALANCING IMPROVEMENTS Testing and Adjusting: Subject systems to such operating tests as are required to determine that the equipment installed will operate per the specified capacity, ranges, and sequence of operation. Simulate ell normal and possible abnormal conditions to verify proper operation in all conditions. If tests do not demonstrate satisfactory system performance, correct deficiencies and retest systems. Contractor shall fumish to the Owner a signed statement indicating that testing has confirmed proper operation of all systems. Balancing: Provide the services of a qualified balancing firm obtain of t flows indicated on the drawings. A Balancing firm shall be a member of NEBB or AABC. Obtain A/E approval of the balancing firm at beginning of approval CONSTRUCTION project. Provide drive adjustments as required to obtain the flows indicated, and provide rpm and amperage measurements. At the completion of the project, complete and signed balancing reports shall be submitted to the A/E and Owner indicating final flow rates, rpms, amperage, etc. n �; t 1 M F N T S END OF DIVISION 15 SPECIFICATION 10/20/04 Revisions Registration Key Plan Sheet Title MECHANICAL SPECIFICATIONS Scale: NONE CEI Project No: 04050 Date: 10/20/04 Designed: RHL Drawn: RHL Checked: SAC Sheet Number ME0s2 DRAWING SPECIFICATION - DIVISION 16 ELECTRICAL 16000 ELECTRICAL, GENERAL PROVISIONS A. SCOPE OF WORK 1. Provide all labor and material necessary to accomplish the work specified herein and as shown on the drawings. 2. Coordinate work with all other trades. 3. Visit the site and verify existing conditions prior to submitting bid. 4. Remove all waste and rubbish from the site on a daily basis. B. WARRANTY: Workmanship and materials shall be guaranteed for a period of one year from the date of final acceptance by the Owner. C. REGULATIONS 1. Electrical work shall comply with the following codes as presently applicable: a. National Electrical Code (NEC) b. Washington State Non - Residential Energy Code (NREC) c. Washington Administrative Code (WAC) d. Local and State codes and regulations 2. Permits: Obtain and pay for all required permits. 3. Safety Measures: Provide a safe environment to protect employees and all others from injury. Comply with "Safety and Health Regulations for Construction; Volume 36, No. 75, Part II, of the Federal Register by the U.S. Department of Labor. D. SUBMITTAL AND SHOP DRAWINGS: Prior to installation, submit catalog data for all equipment and materials for review. Three copies required. E. RECORD DRAWINGS: Corrections and changes made during the progress of the work shall be neatly recorded as actually installed for as -built records. Submit to the Owner upon project completion. F. CERTIFICATES OF INSPECTION: Submit signed -off permits from the Code Enforcing Agencies to the Owner upon project completion. G. PRODUCT LISTING OR LABELING: All electrical equipment shall be listed and labeled by Underwriters' Laboratories, Inc. H. MATERIAL AND EQUIPMENT: All materials and equipment shall be new unless noted otherwise. Protect all materials and equipment from damage or corrosion. I. CUTTING AND PATCHING: Provide all required cutting and patching for the electrical work. J. EXISTING CONDITIONS: 1. General: Specific scope of demolition work and operating conditions to be encountered shall be verified by on -site review prior to submitting bid. Demolition work in general is noted or shown on the documents based upon available "drawings of record" and may not show the actual conditions as they presently exist. 2. Unused conduit and wiring: All unused conductors in existing buildings shall be removed. All unused conduit shall be removed except where located in or above existing construction which is not being altered and would require removal and replacement of the existing construction. 3. Existing open signal /communication wiring: Properly support and maintain in service any existing signal /communication system wiring installed exposed above suspended ceilings. Secure cables to structure above using tie wraps secured to independent tie wires suspended from structure above. Verify extent of work prior to submitting bid. 4. Existing Raceways: Properly support all existing raceways above suspended ceilings where work is taking place. Verify extent of work prior to submitting bid. K. CONTINUITY OF SERVICE: Permanently reroute or relocate existing wiring and /or equipment which is in conflict with existing building alterations and which is required to be maintained in use. L REMOVAL AND REPLACEMENT OF EXISTING ACCESSIBLE CEILING PANELS, LIGHTING FIXTURES AND SPEAKERS: Remove and reinstall all necessary ceiling panels, lighting fixtures, speakers and other existing equipment in existing accessible ceilings as required to install the electrical work. M. ANCHORAGE AND BRACING: Provide complete seismic anchorage and bracing for the lateral and vertical support of conduit and electrical equipment as required by the Uniform Building Code. N. FIRESTOPPING: Provide firestopping for all penetration in rated walls, ceilings and floors. 0. PAINTING: Paint all exposed raceways, except SMR, in finished areas to match adjacent surfaces. P. INSTRUCTION: Contractor shall instruct the Owner in the use and operation of all systems installed under the scope of this contract. 16100BASIC MATERIALS AND METHODS A. RACEWAYS AND FITTINGS 1. Raceways: a. Electrical Metallic Tubing (EMT): Zinc - coated steel. b. Flexible Metallic Conduit: Galvanized steel, securely interlocked. c. Liquidtight Flexible Metallic conduit: Galvanized steel, interlocked, with integral ground conductor and PVC jacket overall. 2. Fittings: a. Electrical Metallic Tubing (EMT): 1 -1/2" and smaller shall be rointight type steel employing a split corrugated ring and tightening nut. Fittings 2" and larger shall be steel and may be setscrew type containing dual setscrews on each side of coupling. b. Flexible Metallic Conduit: Steel, one- or two -screw clamp type. c. Liquidtight Flexible Metallic Conduit: Galvanized steel, compression type. 3. Conduit Strops: Heavy duty, two -hole pressed steel. B. 600 -VOLT WIRE AND CABLE 1. Feeders: Type THHN/THWN 600 -volt insulation, copper conductor, stranded. 2. Branch Circuits: Type THHN/THWN, 600 -volt insulation, copper conductor, stranded. Minimum size shall be No. 12 AWG for phase and ground conductors and No. 10 AWG for neutral conductors. C. OUTLET, JUNCTION AND PULL BOXES 1. outlet and Device Boxes: a. Interior Surface - Mounted in Unfinished Areas: One -piece pressed steel, electro- galvanized, size and depth required by Code, except 4 -inch square or 4 -inch octagonal minimum. b. Interior Flush- Mounted: Same as above except provide plaster ring extension to finished surface. c. Exterior Mounted: Cast, non - ferrous metal with threaded hubs required, cast gasketted covers. 2. Junction and Pull Boxes: a. Interior Areas: Steel, screw cover, code gauge and size. Large junction and pull boxes shall be fabricated sheet steel with baked enamel finish and return flange with screw retained cover. b. Exterior. Cast, non - ferrous metal with cast, gasketted covers; or sheet steel, hot -dip galvanized after fabrication, no KO's, with gasketted screw cover. D. EXECUTION 1. General: a. Coordination: The Contractor shall review all drawings, details and elevations prior to rough -in. Where equipment is furnished by others, the Contractor shall ascertain the proper voltage, load and connection requirements prior to rough -in. b. Materials: All materials of a specific type shall be provided by the some manufacturer throughout the project. 2. Raceways: a. Raceway Types: Install raceway types and sizes as listed below: 1) Electrical Metallic Tubing (EMT): All areas other than above. May be used for feeders with integral green ground conductor. 2) Flexible Metallic Conduit Recessed fixture connections, interior concealed equipment connections, expansion joints and sound control. Not to be used exposed installations Within the building. 3) Liquidtight Flexible Metallic Conduit Exterior equipment connections. 4) Minimum raceway size shall be - inch, except for raceways with no more than three #12 AWG conductors which may be 1/2 ". b. Installation: 1) Concealment All raceways shall be concealed in finished areas. Where existing wall surfaces are inaccessible, surface metal raceways for these exceptions may be provided when approved. 2) Exposed Raceways: Install exposed raceways as high as possible, above ductwork, parallel or at right angles to building lines. 3) Expansion and Earthquake Joints: Raceways shall not be installed in concrete slab or wall construction when passing through an expansion or earthquake joint. Raceways shall be installed in furred or suspended ceiling spaces with a minimum of 24 inches of flexible conduit crossing the expansion or earthquake joints. 4) Routing: All raceways shall be installed parallel or at right angles to the building construction unless prohibited by a physical obstruction. 5) Raceway Supports: Raceways shall be supported with heavy -duty, one -hole, pressed steel straps on interior surfaces. Support pendant - mounted raceways on 3/8 -inch rod with pear - shaped hanger or trapeze -type hanger with 3/8 -inch rod (minimum) and 1 -5/8 -inch square preformed channel and pipe clamps. Parallel, surface- mounted raceways shall be supported from 1 -5/8 -inch square preformed channel and pipe clamps. All fittings and supports shall be hot -dip galvanized in exterior areas. 6) Independent Support: Conduits shall not be supported from the ceiling suspension system, ducts, pipes or other systems foreign to the electrical installation. The entire electrical installation shall be kept independent from any other trade. 7) Pullboxes with Covers: Shall be provided as shown on the drawings or as required by Code. All pullboxes shall be located so as to be accessible. 8) Flexible Conduit: Shall be used only for motor connections and at building expansion joints as specified. Any other proposed use of flexible conduit must be approved prior to installation. 9) Penetrations: Raceways which pass through building roof, exterior walls of building above or below grade and floor slabs on grade shall be sealed on the interior side of the building using non - hardening sealing compound after all conductors have been installed in the raceway. Sealing material shall be specifically designed for electrical, wiring systems. 10) Conduit Penetrating Membranes: All conduits penetrating walls or slabs with membranes shall be installed with approved membrane clamping devices in order to provide necessary seal. 11) Empty Raceways: Provide a nylon pull string in all empty raceways. 3. Wire and Cable: a. Branch Circuits: Branch circuits shall be No. 12 AWG minimum, color -coded as listed below. Homeruns greater than 75 feet to first outlet shall be No. 10 minimum. b. Feeders: Feeders shall be sized as shown on the drawings and color -coded in accordance With list below. Make no splices unless shown on the plans. c. Color Coding Requirements: 1) 120/208 Volt, 3- Phase, 4 -Wire Systems: Phase A. Black Phase B: Red Phase C: Blue Neutral: White Ground: Green Travelers: Yellow (for 3- and 4 -way switching) Controls: Black with wire numbers on each conductor 2) 277/480 Volt, 3- Phase, 3 and 4 -Wire Systems: Phase A. Brown Phase B: Orange Phase C: Yellow Neutral: Gray Ground. Green Travelers: Lavender d. Splices and Terminations: Lighting and receptacle branch circuit conductors up to No. 10 AWG shall be spliced with Wing Nut type connectors. e. Home Runs: Branch circuit conductors shall be home run to ponelboards or motor control centers in groupings as shown on the drawings. Combining branch circuit home run conductors in single conduits other than that shown, will not be permitted. 4. Boxes and Fittings: a. General: Boxes shall be supported securely and independently. Mount boxes on building surfaces or support with trapeze hanger as described in Raceway Installation. Junction boxes shall not be used unless the number of bends, pulling length, or circuit requirements necessitates their installation. Junction or pullbox openings must be accessible. b. Sound Control: Where boxes are mounted in a common wall, they shall wherever possible, be offset horizontally so that they are not mounted back -to -back. Connect offset boxes with flexible conduit not to exceed 18 inches in length. 5. Grounding: a. General: Provide through the entire electrical system. A separate green equipment grounding conductor shall be provided in all lighting and power raceways. b. Bonding: Insulated grounding bushings shall be installed to bond all feeder conduits to the switchboard ground bus or panel ground bus at both ends of feeder raceways. Insulated grounding bushings shall be installed to bond all feeder conduits to the ground bus or panel enclosures at both ends of the runs. c. Flexible Conduit Grounding: Provide a separate grounding conductor in all flexible conduit runs including watertight flexible conduit with integral grounding straps. Install ground conductor inside conduit with ungrounded conductors. 6. Identification.- In general, label all junction boxes, terminal cabinets, etc., with the circuit number or low- voltage system contained within. The fire alarm junction boxes shall be painted red. 16400 DISTRIBUTION EQUIPMENT A. DISCONNECT SWITCHES 1. Approved Manufactures: Cutler- Hammer, General Electric or Square D. 2. Single -Phase Motor. Provide with horsepower rated toggle -type, 120 -volt rating, specification -grade disconnect switches. 3. Three -Phase Motor. Provide with horsepower - rated, heavy -duty, 30 ampere minimum, 3- pole disconnect switches. 4. Equipment Disconnects: Shall be fused or nonfused as required by the equipment manufacturer, rated at 125% of full load nameplate amperage or rated horsepower, heavy -duty type. B. FUSES 1. Approved Manufactures: Bussman, Ferrez Showmut or Littlefuse. 2. Provide 200,0 -00 AIC, current limiting, UL time delay fuses as follows:' a. For feeders 600 amps and less: Class RK -1, LPN -RK for 250 -volt, dual element; Class RK -1, LPS -RK for 600 -volt, dual element; b. For motor circuit 600 volts and below: Class RK -1 or Class J sized at 125% FLC of motor. C. MOTOR CONTROLS: 1. Approved Manufacturers: Cutler- Hammer, General Electric or Square D. 2. Manual Starters: Toggle type, lockable in the off position, overload protection, pilot light and NEMA 1 enclosure. 3. Magnetic - Starters: Full voltage, non - reversing, or multi-speed where shown, NEMA 1 (minimum), 3 -leg overload protection, 120 -volt control, red and green pilot lights and hand - off- automatic switch on cover, control transformer, 2 -N.O. and 2 -N.C. auxiliary contacts and solid -state overload protection. 4. Combination Starters: Full voltage, non - reversing as specific above with integral fused disconnect switch and dual element time delay fuses. D. EXECUTION 1. Motor Controls and Equipment Connections: a. General: Provide all line voltage wiring and connections to equipment and motors as shown on the plans, diagrams or specified herein. Obtain all necessary electrical and physical information from the trade providing the equipment, prior to rough -in and adjust installation requirements as necessary for a complete and operable system. b. Motor Controls, Separately Mounted: Provide separately mounted motor starting equipment as shown or noted. Coordinate location and interlocking with Temperature Controls Contractor. Verify motor horsepower size or full -load amperage prior to ordering overload heaters and size units in accordance with the National Electrical Code. c. Isolation: All rotating and air handling equipment shall be connected with flexible conduit to provide sound and vibration isolation. d. Testing: After all wiring to each unit is complete, cooperate with Mechanical Contractor in testing equipment for proper operation; shall correct wiring as required for proper operation. 2. Disconnects: a. General: Provide disconnects at all motors and other equipment items' unless the equipment has a self- contained, Code approved disconnecting method. Equipment disconnects shall be fused or non -fused as required by the Equipment manufacturer. b. Mounting: Coordinate mounting location with Equipment Installation Contractor and Architect. In general, mounting height to be 6'0' maximum above floor. Mount on equipment framing or provide independent support system consisting of 1 -5/8 -inch square preformed channels minimum. END OF ELECTRICAL OUTLINE SPECIFICATION 9FFMAN I N E E R S 1601 Fifth Avenue Suite 900 Seattle, Washington 981 01 -1 625 Phone 206.623.0717 Fax 206.624.3775 JEFFERSON GENERAL HOSPITAL 834 SHERIDAN STREET PORT TOWNSEND, WASHINGTON HEATING SYSTEM IMPROVEMENTS CONSTRUCTION DOCUMENTS 10/20/04 Revisions Registration Key Plan Sheet Title ELECTRICAL SPECIFICATIONS Scale: NONE CEI Project No: 04050 Date: 10/20/04 Designed: RHL Drawn: RHL Checked: JAC Sheet Number Z 1] 11 11. 12 2. 3. D DEMO BASEMENT P SCALE: 1/4" = V -0' ENLARGED Bfi SCALE: I /4" = I' -0" am GENERAL NOTES 1. FIELD VERIFY EXISTING CONDITIONS PRIOR TO DEMOLITION AND FABRICATION. 2. MAINTAIN WORKING CLEARANCE FOR ALL EQUIPMENT. ALERT ENGINEER IF CLEARANCE CAN NOT BE MAINTAINED. KEYED NOTES O PROVIDE WALL MOUNTING FOR VFD'S. O2 PROVIDE CONCRETE HOUSEKEEPING PAD(S) FOR PUMPS. EXISTING PHYSICAL ni A&M KEY PLAN A 9FFMAN I N E E R S 1601 Fifth Avenue Suite 900 Seattle, Washington 98101 -1625 Phone 206.623.0717 Fax 206.624.3775 JEFFERSON GENERAL HOSPITAL 834 SHERIDAN STREET PORT TOWNSEND, WASHINGTON HEATING SYSTEM IMPROVEMENTS CONSTRUCTION DOCUMENTS Revisions Registration Key Plan Sheet Title ENLARGED BASEMENT PLAN Scale: 1/4 91 = 1' -0" CEI Project No: 04050 Date: 10/20/04 Designed: RHL Drawn- RHL Checked- JAC Sheet Number MElml \R EA SF -x F ADMIN. OFFICE 1155_ 200 SF DIETITIAN'S OFFICE 1250 88 SF 13 14 15 I � I (E) 4 "HWS \-- DP SWITCH Iuul \ & 4-"HWR _ _ REFRIGERATOR \ UP TO ROOF (E) MV PUMP 1256 FREEZER 149 SF (E) PIPE HEADER (E) AIR DRYER 67 SF FOR MODIFICATIONS 0 0 R G SEE DIAGRAM 2 12 9 Mme' — (E) MA RECEIVINC 295 COMPRESSOR RECEIVER MTD 1 253 145 SF LEVATO CORRIDOR MANIDFOLIDS &CTHERMOSTATIC COMPUTER 1271 MIXING VALVE EQUIP. CORRIDOR STOR. 1 258j 1269 1260 35 SF 237 SF FI FVATOR ENLARGED FIRST FLOOR PLAN SLUE. Ile - V -0" GENERAL NOTES 1. FIELD VERIFY EXISTING CONDITIONS PRIOR TO DETAILING AND FABRICATION. KEYED NOTES ( 2 "HWS AND HWR WITH SHUT —OF VALVE AND CAPPED; TO BE EXTENDED IN FUTURE HEATING COIL (REFER TO HWS AND HWR DIAGRAM 1 ON SHEET ME2.1). O4 PROVIDE 4" ISOLATION /SHUT —OFF VALVES FOR HWS AND HWR. ASqFFMAN IN E E R S 1601 Fifth Avenue Suite 900 Seattle, Washington 98101 -1625 Phone 206.623.0717 Fax 206.624.3775 JEFFERSON GENERAL HOSPITAL 834 SHERIDAN STREET PORT TOWNSEND, WASHINGTON HEATING SYSTEM IMPROVEMENTS CONSTRUCTION DOCUMENTS 10/20/04 Revisions Registration Key Plan Sheet Title ENLARGED FIRST FLOOR PLAN Scale: CEI Project No: 04050 Date: 10/20/04 Designed: SAC Drawn: RHL Checked: JAC Sheet Number ME1m2 JLI \VII.iL YARD EXISTING PIPING- EXISTING AIR COMPRESSOR TO REMAIN - EXISTING AIR COMPRESSOR OTO REMAIN - (E) LAUNDRY HOT WATER STORAGE TANK 436 GAL SUPPLY �, -(E) PANEL EM -3 I I f STORAGE 9- 12 81 FOR HWS AND HWR STAFF 78 S F MODIFI ATIONS SEE , TO I LET a Da MF2.o 1283 2 SF (E) PUMP/ PAINT STO RAGE (E) DOMESTIC HOT* — WATER STORAGE TANK 128 14 S w STIR�E 128 Rn UP (E) TRENCH DRAIN 12 1 r)-7P S F FOR HWS AN HWR REMOVE ELECTRICAL DEMOLITION AND L WIRING AND CONDUIT MODIFICATIONS SEE QD BACK T SOURCE (TYPICAL) \j OF IC E F1288 96 SF ENLARGED FIRST FLOOR DEMO PLAN SCALE Ile = V -0" JI— I \VIUI — YAR D SEE LAUNDRY ROOM WATER HEATER — DHWS — ��-- -�--�` —DHWR- 1076 SF 2" PROPANE GAS LINE 0 S OFFICE 1 288 96 SF COORDINATE CONNECTION POINT & I TjIN SHUT -OFF VALVE PRESSURE WITH LPG SUPPLIER VERTICAL (FERRELLGAS 1- 800 -422 -8871) TO PRESSURE REGULATORS AND PROPANE TANK(S), BY OTHERS. ENLARGED FIRST FLOOR PLAN SCALE 1/4" = V -0" (E) DOMESTIC HOT*-- WATER STORAGE TANK UP STAFF TOILET 1282 65 SF - TOOL STORAGE 1286 51 SF GENERAL NOTES 1. FIELD VERIFY EXISTING CONDITIONS PRIOR TO DEMOLITION AND FABRICATION. KEYED NOTES Qi INSTALL WATER HEATERS TO MAINTAIN WORKING CLEARANCE FOR (E) AIR COMPRESSORS AND TRENCH DRAINS. KEY PLAN T� �COFFMAN RGINEERS 1601 Fifth Avenue Suite 900 Seattle, Washington 98101 -1625 Phone 206.623.0717 Fax 206.624.3775 EXPIRES: 18/14/04 JEFFERSON GENERAL HOSPITAL 834 SHERIDAN STREET PORT TOWNSEND, WASHINGTON HEATING SYSTEM IMPROVEMENTS CONSTRUCTION DOCUMENTS Revisions Registration Key Plan Sheet Title ENLARGED FIRST FLOOR PLAN Scale: 1/4 to = 1' -0" CEI Project No: 04050 Date: 10/20/04 Designed- RHL Drawn: RHL Checked: ,JAC Sheet Number MElm3 CONNECT TO (E) GAS SUPPLY PIPE (E) LAUNDRY HOT WATER STORAGE TANK 436 GAL LPG SUPPLY (E) PANEL EM -3 1\7, - STAFF STORAGE I TE PIPING TOILET W�UppGEEH EXISTIIN��11G SEE LAUNDRY 1281 I Fl-2-872 AND F1E�K5 HEATER DRAG DME21 7 8 S F REQU A 65 SF I I L ET* 1283 w5 J - - -.49— - LHWR - - 30 SF PAINT - TOOL EXISTING PIPING EM -3 STORAGE STORAGE SEE rn'• 4 110PANEL 1 28 WATER HEATER DETAIL C 12 8 6 s 6 "EXH `�I I PROVIDE 4" 14 S 51 SF M�'1 WHB -2 HOUSEKEEPING PAD BDD 6" I LET r - C SEE DOMESTIC I R E WATER HEATER WATER HEATER � "EXH 1 I DIAGRAM a DIAGRAM 3 28 7 ME21 WHB -1 ME2.1 EXISTING AIR COMPRESSOR O I R n I l FR — DHWS — ��-- -�--�` —DHWR- 1076 SF 2" PROPANE GAS LINE 0 S OFFICE 1 288 96 SF COORDINATE CONNECTION POINT & I TjIN SHUT -OFF VALVE PRESSURE WITH LPG SUPPLIER VERTICAL (FERRELLGAS 1- 800 -422 -8871) TO PRESSURE REGULATORS AND PROPANE TANK(S), BY OTHERS. ENLARGED FIRST FLOOR PLAN SCALE 1/4" = V -0" (E) DOMESTIC HOT*-- WATER STORAGE TANK UP STAFF TOILET 1282 65 SF - TOOL STORAGE 1286 51 SF GENERAL NOTES 1. FIELD VERIFY EXISTING CONDITIONS PRIOR TO DEMOLITION AND FABRICATION. KEYED NOTES Qi INSTALL WATER HEATERS TO MAINTAIN WORKING CLEARANCE FOR (E) AIR COMPRESSORS AND TRENCH DRAINS. KEY PLAN T� �COFFMAN RGINEERS 1601 Fifth Avenue Suite 900 Seattle, Washington 98101 -1625 Phone 206.623.0717 Fax 206.624.3775 EXPIRES: 18/14/04 JEFFERSON GENERAL HOSPITAL 834 SHERIDAN STREET PORT TOWNSEND, WASHINGTON HEATING SYSTEM IMPROVEMENTS CONSTRUCTION DOCUMENTS Revisions Registration Key Plan Sheet Title ENLARGED FIRST FLOOR PLAN Scale: 1/4 to = 1' -0" CEI Project No: 04050 Date: 10/20/04 Designed- RHL Drawn: RHL Checked: ,JAC Sheet Number MElm3 PARTIAL ROOF PLAN SCALE: 1/8" = 1' -0' CORRIDOR 2140 CORRIDOR 2141 INACTIVE RECORD STORAGE 2127 STOR. 2138 INACTIVE RECORD STORAGE 2128 CORRIDOR 2126 CONFERENCE ROOM 2129 GENERAL NOTES 1. FIELD VERIFY EXISTING CONDITIONS PRIOR TO DEMOLITION AND FABRICATION. 2. PROVIDE REPLACEMENT HOLD DOWN STRAPS FOR BROKEN STRAPS ON PIPING ON ROOF. KEY PLAN ASqFFMAN 1601 Fifth Avenue Suite 900 Seattle, Washington 98101 -1625 Phone 206.623.0717 Fax 206.624.3775 JEFFERSON GENERAL HOSPITAL 834 SHERIDAN STREET PORT TOWNSEND, WASHINGTON HEATING SYSTEM IMPROVEMENTS CONSTRUCTION DOCUMENTS Revisions Registration Key Plan Sheet Title PARTIAL ROOF PLAN Scale: 1/8 so = 1 I -0't CEI Project No: 040'550 Date: 10/20/04 Designed: RHL Drawn: RHL Checked: JAC Sheet Number MElw4 2" COMBINATION TO APARTMENT ABOVE BALANCING /SHUT -OFF BOILER ROOM, SEE VALVE IN BOILER ROOM AT (E) DRAWINGS JEFFERSON HOSPITAL PANEL SCHEDULE 04000 JNFPMNON NORMAL CIRCUIT DESCRIPTION KVA PANEL SCHEDULE POLE CKT NO SUS 04050 I PANEL ZH8 (EXISTING) LOCATION OPTIONS BOLD INDICATES NEW WORK THIS PROJECT. POLE 2771480 VOLT, 800 AMP BUS, 3 PHASE, 4 WIRE MOUNTING: 600 AMP MAIN LUGS GRIND BUS: AID RATING: _FLUSH X X EQPT _ISOLATED 10,000 RMS AMPS SURFACE 0 CIRCUIT DESCRIPTION MCC -Z1 KVA AMPS POLE CKT NO BUS I CKT NO AMPS POLE KVA CIRCUIT DESCRIPTION AFB - Feel 5 MCC -Z1 104.82 40D 3 1 , 2 - - - - 6 , - - - - 3 5 ELEVATOR #2 (50 HP) 5179 4 3 7 a 16 a 0.08 - 0 - - - 5 - a 6 10 - - - - 5 ELEVATOR 2 (50 HP) - I 51.79 100 3 7 , 12 - 8 - - - SPACE ONLY (250A) 90.00 150 3 - , - - - 8 - - SPACE ONLY (250A) 10 - - - SPACE ONLY (250A) 10 , - 1s - - - 11 , 12 - - - SPACE ONLY 250A , 1s 4 PANEL ZL91 - 90.00 150 3 13 , - - 14 - - - SPACE ONLY (250A) 3 3.82 MED AIR COMPRESSOR - - - - 15 21 , 18 - - - SPACE ONLY (250A) SPACE ONLY 100A - - - - - 17 , 24 , 18 - - - SPACE ONLY 250A 6.06 18 a SPACE ONLY (100A) , - - - 19 , 11.15 VACUUM AIR PUMP 20 15 3 3.82 MED AIR COMPRESSOR - 5 SPACE ONLY (i OOA - - - 21 - , 22 - - - - , a0 - SPACE ONLY IOOA - - - - 23 - - , 24 - - - - - - - SPACE ONLY SPACE ONLY SPACE ONLY - - - 25 , , 26 30 3 11.15 VACUUM AIR PUMP SPACE ONLY 5 - SPACE ONLY as - - - 27 - , - 28 - - - - - - 67 , SPACE ONLY as - - - 29 , 30 - - - - , 40 - - SPACE ONLY SPACE ONLY - - - 31 , - 41 32 - - - SPACE ONLY - - SPACE ONLY CALCULATIONS SPACE ONLY - - - 33 SI21NG FACTOR SIZING LOAD 1 LIGHTING 2 RECEPTACLES 8 EQUIPMENT (CONTINUOUS) 4 EQUIPMENT (NON - CONTINUOUS) 6 MOTORS 8 KITCHEN EQUIPMENT 0.00 0.00 0.00 90.00 183.70 0.00 100% 50% OVER 10 KVA 100% 100% 100% 65% 0.00 0.00 0.00 9000 183.70 0.00 - SPACE ONLY TOTAL KVA 273.70 - 273.70 - SPACE ONLY TOTAL AMPS - - - 36 1 361 - SPACE ONLY SPACE ONLY - - - 37 , 434 L_dg - SPACE ONLY SPACE ONLY - - - 38 , - SPACE ONLY SPACE ONLY - - - 41 - SPACE ONLY CALCULATIONS CATEGORY TOTAL CONN LOAD DEMAND FACTOR DEMAND LOAD SIZING FACTOR SIZING LOAD 1 2 3 4 5 6 LIGHTING RECEPTACLES EQUIPMENT (CONTINUOUS) EQUIPMENT (NON- CONTINUOUS) MOTORS KITCHEN EQUIPMENT 000 0.00 0.00 9000 171.58 0.00 100% 507 OVER 10 MIA 100% 100% 100% 65% 000 0.00 000 90.00 171.58 000 125% 100% 125% 100% EC 430 24 100% 0.00 0.00 000 9000 19779 1 000 TOTAL KVA 261.58 - 251.58 - 28779 TOTAL AMPS 315 - 315 - 346 JEFFERSON HOSPITAL PANEL SCHEDULE 04000 PANEL ZHB (REVISED) 2771480 VOLT, 8 PHASE, 4 WIRE MOUNTING: ^FLUBN XSURFACE LOCATION 000 AMP BUS, 400 AMP MAIN LUGS GRND Due., X EOPT - ISOLATED OPTIONS BOLD INDICATES NEW WORK THIS PROJECT. AIC RATING: 10,000 RMS AMPS CIRCUIT DESCRIPTION KVA AMPS POLE CKT NO SUS Drawn: I CKT NO AMPS POLE KVA CIRCUIT DESCRIPTION A 0 0 5 MCC -Z1 104.82 400 3 1 , 2 - - - - 8 4 - - - - 6 , a 5 ELEVATOR #2 (50 HP) 5179 100 3 7 a 16 a 0.08 OIRO PUMP P-10 (0 HP) 0 - - - - a , 10 - - - - - - - I - 11 12 - - - - 4 PANEL ZLB1 90.00 150 3 18 , 14 - - - SPACE ONLY (250A) - - - - 10 , 1s - - - SPACE ONLY 250A - - - - 17 , 1s - - - SPACE ONLY 250A SPACE ONLY (100A) - - - 1s , 20 15 3 3.82 MED AIR COMPRESSOR 5 SPACE ONLY 100A - - - 21 , 22 1 - - - - SPACE ONLY 100A - - - 28 , 24 1 - - - - 0 OIRC PUMP P-a (S HP) 6.06 18 a 28 , 29 1 30 3 11.15 VACUUM AIR PUMP 5 - - - - 27 , 26 - - - - - - - - 26 , a0 - - - - SPACE ONLY - - - 31 , 82 - - - SPACE ONLY SPACE ONLY - - - as , 84 - - - SPACE ONLY SPACE ONLY - - - as , as - - - SPACE ONLY SPACE ONLY - - - 67 , as - - - SPACE ONLY SPACE ONLY - - - 89 , 40 - - - SPACE ONLY SPACE ONLY - - - 41 , 42 - - - SPACE ONLY CALCULATIONS CATEGORY TOTAL CONN LOAD DEMAND FACTOR DEMAND LOAD SI21NG FACTOR SIZING LOAD 1 LIGHTING 2 RECEPTACLES 8 EQUIPMENT (CONTINUOUS) 4 EQUIPMENT (NON - CONTINUOUS) 6 MOTORS 8 KITCHEN EQUIPMENT 0.00 0.00 0.00 90.00 183.70 0.00 100% 50% OVER 10 KVA 100% 100% 100% 65% 0.00 0.00 0.00 9000 183.70 0.00 125% 100% 125% 100% EC 430.24 100% 0.00 0.00 0.00 90.00 209.91 0.00 TOTAL KVA 273.70 - 273.70 - 299.91 TOTAL AMPS 329 - 329 1 361 TO UTILITY MAIN DISTRIBUTION PANEL 20BY/12OV- 3PH- 4W -1400A BOILER ROOM 1287 2 PARTIAL C ME2.0 NO SCALE BOILER ROOM 1287 EXISTING � HWS & HWR DE ME2.0 NO SCALE WHB -10 G9 ® WHB -9 TO EQUIPMENT SCHEDULE PNL I REMOVE EXISTING 10DA - 3P CIRCUIT BREAKER AND EM -3 r PROVIDE (2) 30A - 1 P CIRCUIT BREAKERS IN PLACE. /2 "- 4- 350kcmil ATS- EQUIPMENT 300A 3- 1/2 "- 4- 350kcmil EMERGENCY GENERATOR 93.75KVA/75KW LINE DIAGRAM LOAD SUMMARY JEFFERSON HOSPITAL - BOILER PLANT SERVICE EXISTING PANEL EM -3 (400A, _208Y4120V) EXISTING LOAD REMOVED (BOILER No. 1) LOAD ADDED NET LOAD REMOVED 6.06 kVA 2.76 3.30 kVA (4 Amps) BI TO UTILITY P -10 P -9 FURNISHED BY DIV. 15 INSTALLED BY DIV. 16 (TYPICAL) REFER TO EQUIPMENT SCHEDULE ZHB PROVIDE (2) 30A - 1P CIRCUIT BREAKER (2) 3"- 4- 350kcmil & 1 #1/0 G ATS -Z 600A 3 "- 4- 350kcmil & 1 #1/0 G MAIN DISTRIBUTION SWITCHBOARD MDS EMERGENCY DISTRIBUTION SWITCHBOARD EDS 480Y/277V- 3PH- 4W- 2000A- 50,000 A.I.C. 480Y/277V- 3PH- 4W- 160OA- 30,000 A.I.C. HOSPITAL BOILER ROOM 0030 3 PARTIAL ONE LINE DIAGRA ME2.0 NO SCALE LOAD CALCULATION PERCENT CHANGE IN PANEL LOAD CALCULATION DUE TO ADDITION OF P -9 AND P -10: ((299.91KVA - 287.79KVA)/287.79KVA)100 = 4.21% (2) 3- 1/2 "- 4- 500kcmil & 1 #2 G EMERGENCY GENERATOR 500KVA /400KW ASqFFMAN INEERS 1601 Fifth Avenue Suite 900 Seattle, Washington 98101 -1625 Phone 206.623.0717 Fax 206.624.3775 4 JEFFERSON GENERAL HOSPITAL 834 SHERIDAN STREET PORT TOWNSEND, WASHINGTON HEATING SYSTEM IMPROVEMENTS CONSTRUCTION DOCUMENTS Revisions Registration Key Plan Sheet Title DIAGRAMS AND PANEL SCHEDULES Scale: NONE CEI Project No: 04050 Date: 05/26/04 Designed: RHL Drawn: RHL Checked: JAC Sheet Number M STORAGE ROOM 1259 TO /FROM BOILER ROOM 1287 (E) 4" HWS 2" I r --------------- - - - - -- HWR--------------- - - - - -- ------------------- ROOF---------- - - - - -- FUTURE DIRECT I I CONNECTION TO HEATING COIL (30' HD) I I I I I I I I � I I = SEE 2 5 ME2.1 = I I I I I I I- - - - -- - - - -- - - - -- (F) 4 - - -- 4" t #14 HWS > > �J J O N O LO Q Q N P- 35 �#9 #11 #13 RETURNS #10 1 #12 I TO PHYSICAL PLANT RM 0030 NOTE: P -7 NO HEAT CAPACITY KNOWN. TOTAL REHEAT COILS ADDED IN 1987 = 31 5 GPM. 2 1259 PUMP ROOM DIAGRAM ME1 2 NO SCALE (E) HW SEDIMENT RISER NEW TANK TEMPERATURE CONTROL - PROVIDE WITH HEATER; INSTALLED BY CONTRACTOR PROVIDE BLIND FLANGE WITH 3" THREADED COULPLNG FOR NEW HOT WATER RETURN PIPING EXISTING HOT ------------------------------------------------ 0 o ° M o M N U ` - - -- (E) HWC - - - -- ------------ - - - - -- -- - —a- 2" CC_7 REMOVE (E) CD TIE -IN STEAM HEATING BUNDLE I— — — ? — DHWR — — HOSE END 2" DRAIN VALVE N I N N d T P I T- I P NOTE: INSTALL ALL ADDITIONAL TRIM N & DEVICES FURNISHED WITH I I to BOILER PER MANUFACTURERS INSTRUCTIONS I I LA CL 0- a a a N N N N #14 HWS > > �J J O N O LO Q Q N P- 35 �#9 #11 #13 RETURNS #10 1 #12 I TO PHYSICAL PLANT RM 0030 NOTE: P -7 NO HEAT CAPACITY KNOWN. TOTAL REHEAT COILS ADDED IN 1987 = 31 5 GPM. 2 1259 PUMP ROOM DIAGRAM ME1 2 NO SCALE (E) HW SEDIMENT RISER NEW TANK TEMPERATURE CONTROL - PROVIDE WITH HEATER; INSTALLED BY CONTRACTOR PROVIDE BLIND FLANGE WITH 3" THREADED COULPLNG FOR NEW HOT WATER RETURN PIPING EXISTING HOT ------------------------------------------------ WATER STORAGE TANK SET 0 160' 3X2" (E) CW SUPPLY----. ---------------- - - - - -- - -- ` - - -- (E) HWC - - - -- ------------ - - - - -- -- - —a- 2" REMOVE (E) TIE -IN STEAM HEATING BUNDLE I— — — ? — DHWR — — HOSE END 2" DRAIN VALVE DHWS I N T P I T- I P NOTE: INSTALL ALL ADDITIONAL TRIM N & DEVICES FURNISHED WITH I I to BOILER PER MANUFACTURERS INSTRUCTIONS I I LA DO ME2.1 NO SCALE • 2" TO (E) FLOOR (F �) H DRAIN CONDENSATE TUBING TO (E) TRENCH DRAIN 2" BALANCING/ SHUT -OFF VALVE kU- --RENTIAL ;SURE ;OR ALL 4" ERFLY /SHUT -OFF E CIRCULATING PUMP FURNISHED WITH WATER HEATER HCP -1 (E) HW (E) CW SUPPLY MANIFOLD PRESSURE TAP 4TEST IRING VALVE 1 -1/2" WHB -1 DIRT LEG ALVES & PROVIDE 4" CONCRETE REGULATOR HOUSEKEEPING PAD TIC WATER HEATER DIAGRAM PROVIDE 4' HOUSEKEEPING PAD (TYPICAL) TIE -IN HOSE END DRAIN VALVE 4 L A I ME21 NO SCALE PHYSICAL PLANT 0030 I "I FD P, P -9 EXISTING HOT 436 GALLON WATER STORAGE TANK SET ® 160' REMOVE (E) STEAM HEATING BUNDLE HWS - -HWS �I P -10 SECOND FLOOR PROVIDE 1"VA. & CAP FOR POTENTIAL FUTURE EXPANSION TANK, SEE NOTE 1 BELOW FIRST FLOOR (E) 4" HWS - -- HWR-- - - - - -- -------------------------------- r - - - -- - - - - - -i `-4 —Y- STRAINER, COLD WATER � L_ ACCESSIBLE )FROM u SUPPLY FLOOR LIVE TAP TIE -IN TO MINIMIZE SYSTEM DISRUPTION \ I `-3 -WAY VALVE 0 o 0 0 g �PETE'S PLUG (TYP) HWR HWS HWR HWS FLEX CONN OYP) BOILER B -2 BOILER B -1 SUCTION DIFFUSER () ( ) WITHOUT STRAINER (2 Tom) n n BOILER ROOM 0030 HWS & HWR DIA ME2.1 NO SCALE NEW TANK TEMPERATURE CONTROL - PROVIDE WITH HEATER; INSTALLED BY CONTRACTOR SEDIMENT RISER PROVIDE BLIND FLANGE WITH 3' THREADED COULPLNG FOR NEW HOT WATER RETURN PIPING 1 L - -?" _ LHWR — — LHWS 2' N ` I T i T" P I P I I NI NOTE: i t° INSTALL ALL ADDITIONAL TRIM I I & DEVICES FURNISHED WITH BOILER PER MANUFACTURERS 2" INSTRUCTIONS TO (E) FLOOR TRENCH DRAIN CONDENSATE TUBING TO (E) TRENCH DRAIN ROOM WATE 2" BALANCING/ SHUT -OFF VALVE CIRCULATING PUMP FURNISHED WITH WATER HEATER GALVANIZED SHEETMETAL PANEL TO REPLACE GLASS (TYPICAL 4 PLACES) ALUMINUM BIRDSCREEN (TYP 4 PLCS) MANIFOLD PRESSURE TAP ;AO RING VALVE 1 -1/2" WHB2 DIRT - LEG LVES & PROVIDE 4' CONCRETE REGULATOR HOUSEKEEPING PAD TER DIAGRAM BDD / BASEMENT FLOOR NOTE: 1. EXISTING EXPANSION TANK IS ANTICIPATED TO HAVE ADEQUATE CAPACITY FOR ADDED SYSTEM PIPING, HOWEVER UNANTICIPATED VOLUME MAY REQUIRE THE ADDITION OF A SECONDARY EXPANSION TANK FOR CONNECTION TO FUTURE 1" VALVE. PROVIDE THIMBLE /COLLAR FOR FLUE PENETRATION (TYP) EXHAUST VENT, AL29 -4C OR APPROVED EQUAL COMBUSTION AIR VENT BOILER ROOM HOT WATER BOILER (WH8 -1 OR WHB -2) �COFFMAN N GIN E E R S 1601 Fifth Avenue Suite 900 Seattle, Washington 981 01 -1 625 Phone 206.623.0717 Fax 206.624.3775 JEFFERSON GENERAL HOSPITAL 834 SHERIDAN STREET PORT TOWNSEND, WASHINGTON HEATING SYSTEM IMPROVEMENTS CONSTRUCTION DOCUMENTS 10/20/04 Revisions Registration Key Plan BUILDING EXTERIOR Sheet Title MECHANICAL DIAGRAMS CLEANOUT CONDENSATE TUBING PROVIDE 4" CONCRETE AND & TRAP LOOP, ROUTE HOUSEKEEPING PAD CAP T° 'RE"°" DRAIN DETAILS 5 TYP, WATER HEATER FLUE DETAIL CEIIProject No: 040050 ME2.1 NO SCALE Date: 10/20/04 Designed- RHL Drawn: RHL Checked: JAC Sheet Number ME2.1 n FEEDER SCHEDULE COPPER CIRCUITING SYMBOLS PVC -40 NEW WIRING. HASH MARKS INDICATE NUMBER OF #12 AWG WIRE AMPACITY/ UNLESS OTHERWISE NOTED, OTHERWISE, NO HASH MARKS INDICATES ID NO RACEWAY WIRE COUNT & SIZE OCP SIZE NOTES 03N 1/2" 4 - #10, 1 #10 G. 30 / 30 60 -deg rating 03 1/2" 3 - #10, 1 #10 G. 30 / 30 60 -deg rating 04N 3/4" 4 - #8, 1 #10 G. 40 / 40 60 -deg rating 04 3/4" 3 - #8, 1 #10 G. 40 / 40 60 -deg rating 05N 1" 4 - #6, 1 #10 G. 55 / 50 60 -deg rating 05 3/4" 3 - #6, 1 #10 G. 55 / 50 60 -deg rating 06N 1 1/4" 4 - #4, 1 #10 G. 70 / 60 60 -deg rating 06 1" 3 - #4, 1 #10 G. 70 / 60 60 -deg rating 07N 1 1/4" 4 - #4, 1 #8 G. 70 / 70 60 -deg rating 07 1" 3 - #4, 1 #8 G. 70 / 70 60 -deg rating 08N 1 1/2" 4 - #2, 1 #8 G. 95 / 80 60 -deg rating 08 1 1/4" 3 - #2, 1 #8 G. 95 / 80 60 -deg rating 09N 1 1/4" 4 - #2, 1 #8 G. 95 / 90 60 -deg rating 09 1 1/4" 3 - #2, 1 #8 G. 95 / 90 60 -deg rating ION 1 1/2" 4 - #1, 1 #8 G. 110 / 100 60 -deg rating 10 1 1/2" 3 - #1, 1 #8 G. 110 / 100 60 -deg rating TIN 1 1/2" 4 - #1, 1 #6 G. 130 / 110 75 -deg rating 11 1 1/2" 3 - #1, 1 #6 G. 130 / 110 75 -deg rating 12N 1 1/2" 4 - #1, 1 #6 G. 130 / 125 75 -deg rating 12 1 1/2" 3 - #1, 1 #6 G. 130 / 125 75 -deg rating 15N 2" 4 - #1/0, 1 #6 G. 150 / 150 75 -deg rating 15 1 1/2" 3 - #1/0, 1 #6 G. 150 / 150 75 -deg rating 17N 2" 4 - #2/0, 1 #6 G. 175 / 175 75 -deg rating 17 2" 3 - #2/0, 1 #6 G. 175 /175 75 -deg rating 20N 2" 4 - #3/0, 1 #6 G. 200 / 200 75 -deg rating 20 2" 3 - #3/0, 1 #6 G. 200 / 200 75 -deg rating 22N 2 -1/2" 4 - #4/0, 1 #4 G. 230 / 225 75 -deg rating 22 2" 3 - #4/0, 1 #4 G. 230 / 225 75 -deg rating 25N 3" 4- 250kcmil, 1 #4 G. 255 / 250 75 -deg rating 25 2 1/2" 3- 250kcmil, 1 #4 G. 255 / 250 75 -deg rating 28N Y 4- 300kcmil, 1 #4 G. 285 / 300 * 75 -deg rating 28 2 1/2" 3- 300kcmil, 1 #4 G. 285 / 300 * 75 -deg rating 30N 3" 4- 350kcmil, 1 #4 G. 310 / 300 75 -deg rating 30 3" 3- 350kcmil, 1 #4 G. 310 / 300 75 -deg rating 33N Y 4- 400kcmil, 1 #2 G. 335/350* 75 -deg rating 33 3" 3- 400kcmil, 1 #2 G. 335/350* 75 -deg rating 35N 3 -1/2" 4- 500kcmil, 1 #2 G. 380 / 350 75 -deg rating 35 Y 3- 500kcmil, 1 #2 G. 380 / 350 75 -deg rating 38N 3 -1/2" 4- 500kcmil, 1 #2 G. 380/400* 75 -deg rating 38 3" 3- 500kcmil, 1 #2 G. 380/400* 75 -deg rating 40N 4" 4- 600kcmil, 1 #2 G. 420 / 400 75 -deg rating 40 3 1/2" 3- 600kcmil, 1 #2 G. 420 / 400 75 -deg rating 42GN 4" 4- 600kcmil, 1 #2 G. 420 / 450* 75 -deg rating 42G 3 1/2" 3- 600kcmil, 1 #2 G. 420 / 450* 75 -deg rating 45N (2) 2 -1/2" 4 - #4/0, 1 #2 G. eat 460 / 450 75 -deg rating 45 (2) 2" 3 - #4/0, 1 #2 G. ea 460 / 450 75 -deg rating 5ON (2) 3" 4- 250kcmil, 1 #2 G. ea 510 / 500 75 -deg rating 50 (2) 2 1/2" 3- 250kcmil, 1 #2 G. ea 510 / 500 75 -deg rating 60N (2) 3" 4- 350kcmil, 1 #1 G. ea 620 / 600 75 -deg rating 60 (2) 3" 3- 350kcmil, 1 #1 G. ea 620 / 600 75 -deg rating BON (2) 4" 4- 600kcmil, 1 #1/0 G. ea 840 / 800 75 -deg rating 80 (2) 3 1/2" 3- 600kcmil, 1 #1/0 G. ea 840 / 800 75 -deg rating 10ON (3) 3" 4- 400kcmil, 1 #2/0 G. ea 1005 / 1000 75 -deg rating 100 (3) 3" 3- 400kcmil, 1 #2/0 G. ea 1005 / 1000 75 -deg rating 120N (3) 4" 4- 600kcmil, 1 #3/0 G. ea 1260 / 1200 75 -deg rating 120 (3) 3 1/2" 3- 600kcmil, 1 #3/0 G. ea 1260 / 1200 75 -deg rating 160N (4) 4" 4- 600kcmil, 1 #4/0 G. ea 1680 / 1600 75 -deg rating 160 (4) 3 1/2" 3- 600kcmil, 1 #4/0 G. ea 1680 / 1600 75 -deg rating 20ON (5) 4" 4- 600kcmil, 1 #250kcmil G. ea 2100 / 2000 75 -deg rating 200 (5) 3 1/2" 3- 600kcmil, 1 #250kcmil G. ea 2100 / 2000 75 -deg rating 250N (6) 4" 4- 600kcmil, 1 #350kcmil G. ea 2520 / 2500 75 -deg rating 250 (6) 3 1/2" 3- 600kcmil, 1 #350kcmil G. ea 2520 / 2500 75 -deg rating 30ON (8) 3 -1/2" 4- 500kcmil, 1 #400kcmil G. ea 3040 / 3000 75 -deg rating 300 (8) 3" 3- 500kcmil, 1 #400kcmil G. ea 3040 / 3000 75 -deg rating 40ON (10)4" 4- 600kcmil, 1 #500kcmil G, ea 4200/4000 75 -deg rating NOTE: Based on THHN insulation, PVC Schedule 40 conduit and Appendix C, Table C10m, or _ Chapter 9, Table 4 and Table 5. of the NEC, 1999 edition. * - Indicates acceptable overcurrent device rating for single feeder. This rating shall not be used for sizing parallel feeders. Load cannot exceed feeder ampacity, Suitable as equipment feeder only. Not to be used for panel feeder i NEW AHU-1.1 /Q)/ rLA' I MCC LB / 09 I I I I I I I V WP I I I I t - - -1-- 6 i i I I 1 I I I' 1 I I 09 PANEL! EN I , 1 1 I 1 1 I I 1 1 I , t- - -F - -, I Z I I I � N N I I J J _1 <n Ln V) I I OTHER FUTRURE Z z z I I RE -FEEDS a a d I I I A I 1 I I I I I I 1 1 I I 1 1 // I 1 I I I / O Ina O Q Q N (Y I I) O N a a 04 ',q .- 1- ,,i, -,t ',q N F- '•q °' r- y, (n y, to q (n I I I I I I I I I I I I I I I I I I I I 1 I I I I r -- I I I .'¢a C)f i NORMAL DISTRIBUTION SWITCHBOARD NDSL 208Y/12OV, 30, 4W, 1000A, 50,000 AIC EXISTING 300kVA TRANSFORMER T I-------------------------- - - - - --- ------- - - - - -- GENERAL NOTES: 1• EQUIPMENT SHOWN IN DASHED /LIGHT LINEWORK ARE EXISTING, THOSE SHOWN IN BOLD ARE NEW, U.N.O. FLAG NOTES: PROVIDE POWER AND CONTROLS CONNECTION TO NEW AHU UNIT, REPLACEMENT FOR REMOVED UNIT. SEE SHEET E1.1 FOR LOCATION AND ADDITIONAL WORK. SEE LOAD SUMMARY, THIS SHEET. © DISCONNECT EXISTING FEEDER AND RE -FEED AS SHOWN. © PROVIDE NEW CIRCUIT BREAKER. MANUFACTURER AND AIC RATING TO MATCH EXISTING. © 1/2 "C W/6 #12 FOR CONTROLS + 2 #12 SPARE. 5� 1 /2 "C W/2 #12 FOR CONTROLS. © DISCONNECT AND REMOVE EXISTING CONTROL FOR AHU -1. PROVIDE NEW JUNCTION BOX, SIZED AS REQUIRED. INTERCEPT EXISTING CIRCUIT AND EXTEND TO NEW AHU. © REMOVE AND SALVAGE EXISTING 25OkW GENERATOR. INCLUDE IN BID SALVAGE VALUE AS A CREDIT TO THE OWNER. ® LOAD PROFILING METER WITH LOAD SHED ACCESSORY E -MON PRO -MON MODEL #480800C KIT (800 AMP) COMPLETE WITH SPLIT CORE CURRENT SENSOR. SET TO SHED ATS -Z1 UPON GENERATOR OVERLOAD. R:> NOT USED. ATS WITH LOAD SHED CAPABILITY. 30 DAY DEMAND LOAD METERING PERFORMED. PROVIDE NEW 3OA /3P CIRCUIT BREAKER AT PANEL, MANUFACTURER AND AIC RATING TO MATCH EXISTING. SYMBOLS &ABBREVIATIONS POWER SYMBOLS 6 DUPLEX RECEPTACLE, 120V, MOUNTED AT +18" A.F.F. UNLESS NOTED OTHERWISE. DROP CORD OUTLET THREE PHASE MOTOR CONNECTION PANEL - 208 VOLT SYSTEM, +6' TO TOP U.N.O. 0 EQUIPMENT CONNECTION ®1 COMBINATION MOTOR STARTER /DISCONNECT SWITCH C1 NON -FUSED DISCONNECT SWITCH E1 FUSED DISCONNECT SWITCH ® D FUSED DISCONNECT SWITCH 1�VII NEW AHU -2.1 Q �IN -- - - -- -I f- - - - - -I IPANEL I IPANELI XL2B ; ELB GEN. ; ; I PANEL ZL11 j ROOM 22N 1 I I I I I I 1 I 1 N 09 I I r I IPANELI 1 i ER 1 w w OSN ' I a a I I o a I I I -1 - -- 38N11 Lt, i !PANEL! !PANEL! XL81 ; YLB1 I 1 I I I I I 1 I I I I I I I I I MISCELLANEOUS FLAG NOTE Q REVISION SYMBOL EXISTING EQUIPMENT OR DEVICE XXX REMOVE EXISTING ELECTRICAL EQUIPMENT XXX EQUIPMENT IDENTIFIER AC AFF A, AMP AWG CB CKT DED (E) FA FBOIC G. GND GFI, GFCI HT J -BOX N NL EO.1 E1.1 E1.2 E1.3 E5.1 ABBREVIATIONS INDICATES ABOVE COUNTER MOUNTING AT +4" ABOVE BACKSPLASH OR +6" ABOVE COUNTERS WITHOUT BACKSPLASH ABOVE FINISHED FLOOR AMPERE R AMERICAN WIRE GAGE CIRCUIT BREAKER CIRCUIT DEDICATED EXISTING FIRE ALARM FURNISHED BY OTHERS, INSTALLED BY CONTRACTOR GROUND GROUND FAULT CIRCUIT INTERRUPTER HEIGHT JUNCTION BOX NEUTRAL LIGHT LIGHT, UNSWITCHED CIRCUIT P CIRCUITING SYMBOLS - �iir -- NEW WIRING. HASH MARKS INDICATE NUMBER OF #12 AWG WIRE RO UNLESS OTHERWISE NOTED, OTHERWISE, NO HASH MARKS INDICATES ECEPT TWO WIRES PLUS GROUND UNLESS NOTED OTHERWISE. LONG HASH SCL MARKS DENOTES NEUTRAL SE �- INDICATES GROUND WIRE. TELE INDICATES ISOLATED GROUND WIRE, WHERE SHOWN. - - - NEW WIRING RUN IN OR BELOW SLAB OR BELOW GRADE. -� RACEWAY STUB -OUT WITH BUSHING -► HOME RUN TO PANEL OR LOCATION NOTED -� CIRCUIT CONTINUATION 0/11.00 JUNCTION BOX, CEILING /WALL - - - - - - - EXISTING RACEWAY OR WIRING (IF HASH MARKS ARE SHOWN W/O PULL NEW CONDUCTORS) UC RISER SYMBOLS --s-'� CIRCUIT BREAKER OM METERING EQUIPMENT CABLE TO BUS CONNECTION TRANSFORMER VW AVAILABLE SHORT CIRCUIT CURRENT SIZE FEEDER SIZE AUTOMATIC TRANSFER SWITCH 1�VII NEW AHU -2.1 Q �IN -- - - -- -I f- - - - - -I IPANEL I IPANELI XL2B ; ELB GEN. ; ; I PANEL ZL11 j ROOM 22N 1 I I I I I I 1 I 1 N 09 I I r I IPANELI 1 i ER 1 w w OSN ' I a a I I o a I I I -1 - -- 38N11 Lt, i !PANEL! !PANEL! XL81 ; YLB1 I 1 I I I I I 1 I I I I I I I I I MISCELLANEOUS FLAG NOTE Q REVISION SYMBOL EXISTING EQUIPMENT OR DEVICE XXX REMOVE EXISTING ELECTRICAL EQUIPMENT XXX EQUIPMENT IDENTIFIER AC AFF A, AMP AWG CB CKT DED (E) FA FBOIC G. GND GFI, GFCI HT J -BOX N NL EO.1 E1.1 E1.2 E1.3 E5.1 ABBREVIATIONS INDICATES ABOVE COUNTER MOUNTING AT +4" ABOVE BACKSPLASH OR +6" ABOVE COUNTERS WITHOUT BACKSPLASH ABOVE FINISHED FLOOR AMPERE R AMERICAN WIRE GAGE CIRCUIT BREAKER CIRCUIT DEDICATED EXISTING FIRE ALARM FURNISHED BY OTHERS, INSTALLED BY CONTRACTOR GROUND GROUND FAULT CIRCUIT INTERRUPTER HEIGHT JUNCTION BOX NEUTRAL LIGHT LIGHT, UNSWITCHED CIRCUIT P POLE PNL PANEL RO RACEWAY ONLY ECEPT RECEPTACLE SCL SEATTLE CITY LIGHT SE SERVICE ENTRANCE TELE TELEPHONE TTB TELEPHONE TERMINAL BOARD TYP TYPICAL UNO UNLESS NOTED OTHERWISE V VOLT W WIRE OR WATT 0 PHASE W/O WITHOUT UC UNDERCABINET DRAWING INDEX SYMBOLS LEGEND, ABBREVIATIONS, PARTIAL ONE -LINE DIAGRAM LAB & E.R. HVAC EQUIPMENT UPGRADE - POWER PLAN BOILER RELOCATION - POWER PLAN BOILER ROOM ELECTRICAL PLANS PANEL SCHEDULES 1995 BOILER ROOM BUILDING AREA '29 ELEV I , T� <03 / li II I MOTOR FEEDS TO ROOF ' MOUNTED MECHANICAL EQUIPMENT w 0. "10 I I I I r z ELEVATOR #1 (NORTH) f- - - - - -I I r a :PANEL! 1 MCC i IMDP -2i i ZLB1 Z1 ;(ESSENTIAL); i LB -3 I I I I y 1 I I 1>/f T ^ / yJ I ,>' EM -3 ; l �/ ;POWER! ;SECTION! X 30N I I L 400A ; L 50A ; 225A MOTOR FEEDS TO ROOF 30kVA MOUNTED MECHANICAL 480- 208Y/120V I I 17 I I EQUIPMENT 30,4W l XL r YLI ZL A_� I, =A A_A./ I ,, =A =A_A -I 112.5kVA L ,_ V -S_Y __J L__ V_l_Y _\_J - J r - - -- 'I ELEVATOR #2 i i I CHILLER 304W08Y/120V j j I-- IE - - - - -- I I X (SOUTH) 1 L 1 CH -1 �,IPAINEL' yL�------- - - - --( \ / \`/ // \ \`/ // C / \ \v // I I I MCC I IPANELI 04 15 IPANELI 15 IPANELI ° o o ``c I 1 I I I 1 I o N1 NHB XHB ; YH8 ; ZHB ;'° ('°� n 11 I I 1 1 I 40 400A/3P , 1 I I I i1 I I 1 I I I I rj'� L.I 1 I 1 1 1 --fly ---- ---------- -i- - -- y .r 1. I I I I I I 1 I I 1 1 I I - -- - -- - LrJ 42N - - -r--' - - -; L �200A F - - -- 13, 225kVA - - EM -2 X y NEMA 3R 08N 1 42N 1 3ON x2 480-208/120V Y -_-I OSN 20 �_ / x 208Y/120V, -- J -Z 3� 30, 4W, 400A O17 III- -- - -- - -- J 08N < % I I,;' I800A 40N 1 ------------------- - - - - -- - -- ATS -X ATS -Y III(------------ - - - - -- _ Iar__31ATS '' �.400A L1__'I NV I -------------------- - - - - -- - - } I I - #1 /oG I I r -- I - - - -- - - - - --� I ' ' ' ATS -3 y/ Cl_L1�, a �' 400A 'I I I r-- ------ -- -- ---- -- - -- - -- L_ _ J PANEL I r �I :PANEL: I I F_ ZLB =--------- - - - - -- X NDP I 1 i SIOLATBIONPASS I I I 40N i X I I I I 800A I I I 130N x2 a 08N 30N x2 41, Q 22N 1 I i I ,42N I 30 = 42N v 1 o I� I I J 30N x2 I i (2) 400A SPACES 0 1 m l a I m a -1/2"C, 4 #12 z 1 m H 0 4 TO GENERATOR i I 11 a l a I w a CONTROL PANEL I---- - - - - -- I I I I y I U a O 5 i I I I I I1r', IE 15 1 w 0 1 QOa /''`, a00./'L, i��a �Q �Q �� 100. I�aa O�- ' tGN LO tG,ti O tGN O�tGN 0E't G,�; O� a a i ; OW ; O O ,.0� I,cO F- - ',•�I- '.01 -- (n to ', I „�F- 'I,<h ',.OH M� I I 1 I 1 1 I I I I I 1 I 1 I I I I I I 1 I 1 I I 1 I I 1 1 I ________I ___ -___I I 1 I 1 I 1 1 I I _________' - - - -- --------- - - - - -- ---- - - - - -- I I I w C I I I lroa I I a 11rZa I 8 I iN~ 4ON x5 MAIN DISTRIBUTION SWITCHBOARD MD S EMERGENCY DISTRIBUTION SWITCHBOARD EDS I 480Y/277V, 30, 4W, 2000A, 50,000 AIC 480Y/277V, 30, 4W, 1200A, 30,000 AIC I I EXISTING UTILITY ' TRANSFORMER L____ ____J 1 PARTIAL ONE-LINE D I A G R A MFUTURE �, ; -��, EXISTING 400kW T GENERATOR XG- G /�, GENERATOR SCALE: NONE � _ :_____ . J L--------------- - - - --2 TO UTILITY 3 1 /2 "C- 3 #75OkCMIL, #2G X y X y X 'I < X X X fy� 03 O6N y // - rs� I PANEL X I I X I ; 30AS /30AF TXB, 15kVA 480- 208/120V 30 60AS /5OAF y PUMP ROOM I 17N X PANEL X/ MLO X 225A X IN y .A IX, f X J/ r ATS-Z1 10 260A X I '� y I C22 y i3O i`p0 is0�- i`V7 i O d NM i 800A 3P I -- MDP-1 208/12OV, 30, 4W, 2000A I I (5)4 "C- 4 #750MCM - EXISTING UTILITY I , TRANSFORMER ri. TO POWER POLE RICE ARCHITECTURE & PLAN N [NO , 252 4th Street Bremerton, WA 98337 (360) 377 -8773 FAX 792 -1385 lnfo@rfmarch.com EXPIRES 1- 14 -0,$7 Z W Uj L O ow L u Y� W J = Z ■ ,a C t� U `r' LU M O O LLI I1:L LU Li Q U Z Z O kA cc LU um LL W Mn PROJECT #: 2004083.00 Bid Documents ISSUED: March 4,200S SYMBOLS LEGEND ABBREVIATIONS, SHEET INDEX & PARTIAL ONE -LINE DIAGRAM SHEET: E06 FLAG NOTES: MOUNT ON ROOF SUPPORTED INDEPENDENT OF THE AHU. SEE SHEET EO.1 FOR ADDITIONAL REQUIREMENTS. DISCONNECT AND REMOVE POWER CONNECTION TO EXISTING EXHAUST FAN. INSTALL NEW COMBINATION STARTER DISCONNECT. EXTEND EXISTING CIRCUITS TO REPLACEMENT EXHAUST FAN. REPLACEMENT EXHAUST FAN IS THE SAME HORSEPOWER RATING AS THE REMOVED EXHAUST FAN AND DOES NOT ADD LOAD TO THE EXISTING CIRCUIT. ® PROVIDE RELAY BASED SMOKE DETECTOR WITH 2 SETS OF CONTACTS FOR FAN SHUT DOWN. SMOKE DETECTOR SUPPLIED AND FINAL CONNECTION BY DIVISION 16, INSTALLATION BY DIVISION 15. CONNECT TO EXISTING FIRE ALARM SYSTEM. ROUTE RACEWAY ALONG WITH ROUTE OF DIVISION 15 PIPING INTO THE BUILDING, MOUNTED TO SUIT FIELD CONDITIONS. © DISCONNECT AND REMOVE EXISTING LIGHT, DUPLEX OUTLET & SWITCHES. RELOCATE OUTLET & SWITCHES TO FACE OF NEW SHAFT WALL BUILT TO COVER REFRIGERANT PIPING. COORDINATE WORK WITH DIV. 15. SEE ARCHITECTURAL DRAWING A1.2. X30 KEY PLAN E1.1 I E1.1 1" = 30' -0" PARTIAL MAIN LEVEL PLAT\ 11 E1.1 1/2" = 1' -0" 0 12 � 123 I Q3 13.3) 1& 14.5 i4� 14.5 15 _Y SUPPLY RECEIVING _ 070 069 / OPEN TO / STRUCT. 073 SERVICE CORRIDOR 043 PU 072 E1.1 I E1.1 t OF O GENERATOR 060 PARTIAL 1/8 " = 1' -0" F3 F.6 F9 P LA IN 0 iC. 3#6, #10G TO DP. NEW BOA /3P CI CUT' PANEL TO MAT H E ANUFACTURER A D A LOWER FLOOR 17 00 YARD 00 067 n 6EH -1 0 0 lP 00 1 ROOF PLAN E1.1 E1.1 1/16" = 1' -0" 1a 19 G 0 G9 H.3 15 O/8" 41' -0'8 16 24 PROJECT _ NORTH - RICE ARCHITECTURE 262 41h Street Bremerton, WA 98337 (360) 377 -8773 FAX 792 -1385 info@rfmarch.com EXPIRES I -14 -Oi V) 1- Z w 2 w O�/ cc L J U r U J O w J to 4A V Z ■ �� t� w o0 I o w a mr Q U J Q w NNr Z 0 N DC w LL LL w 1 PROJECT#: 2004083.00 Bid Documents ISSUED: March 4, 2005 PARTIAL PLANS SHEET: El el PROVIDE EAKER TING ATING. LOWER FLOOR 17 00 YARD 00 067 n 6EH -1 0 0 lP 00 1 ROOF PLAN E1.1 E1.1 1/16" = 1' -0" 1a 19 G 0 G9 H.3 15 O/8" 41' -0'8 16 24 PROJECT _ NORTH - RICE ARCHITECTURE 262 41h Street Bremerton, WA 98337 (360) 377 -8773 FAX 792 -1385 info@rfmarch.com EXPIRES I -14 -Oi V) 1- Z w 2 w O�/ cc L J U r U J O w J to 4A V Z ■ �� t� w o0 I o w a mr Q U J Q w NNr Z 0 N DC w LL LL w 1 PROJECT#: 2004083.00 Bid Documents ISSUED: March 4, 2005 PARTIAL PLANS SHEET: El el OF COL OF COL � OF COL It OF COL F.O. CONIC t OF COL F.O. CONIC F.O. CONC F.O. 0 OF 'COL F.0, ff PlTJC F.O. CONIC F 0. COLIC a H PROJECT - NORTH - LOWER FLOOR PLAN BOI SCALE:1 /8" = 1' -0" LB -1 NoacE EM -3 LB -2 Nwo ATS -3 EM OFFICE IS EM -1 1/8 a = 1' -0" EX TOILE NO ymw S — STORAGE MAINTENANCE AREA 7 CLEAN / ROOM L5o MDP -1 o�ffff 0 Y� ATS -1 ATS -2 ATS -4 PARTIAL D RELOCATIONS — POWER PLAN EX TOILET NO wDn OLITION PLAN GENERAL NOTES: 1. SEE DIVISION 15 DRAWINGS FOR COMPLETE SCOPE OF WORK AND THE STEPS /PHASING OF EQUIPMENT RELOCATION. 2. FIELD VERIFY EXACT LOCATION OF ALL EQUIPMENT PRIOR TO START OF ANY WORK. 1/8" = 1' -0" 0 4 8 FLAG NOTES: EXISTING BOILERS ( #1 AND #2) TO BE RELOCATED. DISCONNECT AND REMOVE POWER AND CONTROL WIRING BACK FROM THE SOURCE. RELOCATION SHALL BE PHASED SUCH THAT BOILER #2 SHALL BE RELOCATED, CONNECTED, ON LINE, TESTED AND BE OPERATIONAL PRIOR TO ANY DEMOLITION OF BOILER #1. COORDINATE ALL WORK WITH DIVISION 15 CONTRACTOR. ® FOR BOILER CONTROL. RECONNECT TO THE SAME CIRCUIT. © BOILER POWER. RECONNECT TO THE SAME CIRCUIT THE EQUIPMENT WAS PREVIOUSLY CONNECTED TO. ® RELOCATE EXISTING BOILER SELECTOR SWITCH. © PROPOSED SEQUENCE OF WORK: SEE DIVISION 15 DRAWING M2.1 FOR SEQUENCE OF STEPS FOR BOILER RELOCATION. STEP 1: BOILER #1 SHALL REMAIN IN OPERATION PLACE WHILE BOILER #2 IS RELOCATED. PRE -MAKE POWER FEEDER JUMPER CABLES TO BRING BOILER #1 ON LINE AFTER REMOVAL OF SELECTOR SWITCH. PROVIDE JUNCTION BOX IN PLACE OF SELECTOR SWITCH IF REQUIRED BY AHJ. DISCONNECT AND RELOCATE BOILER #2 AND BOILER SELECTOR SWITCH ALONG WITH BOILER #2. ROUGH IN ALL ELECTRICAL AND CONFIRM ALL CONTROLS CONNECTIONS ARE MADE UP FOR BOILER #2 IN ITS NEW LOCATION PRIOR TO DISCONNECTING BOILER #1 FEEDER FROM THE CIRCUIT BREAKER IN "ZHB ". CONNECT BOILER #2 TO THE SAME CIRCUIT. STEP 2: RELOCATE BOILER #1. THE CONTRACTOR, AFTER REVIEWING THE EXISTING CONDITIONS, MAY PROPOSE AN ALTERNATE SEQUENCE OF WORK IF IT WILL REDUCE THE AMOUNT OF DOWNTIME AND WITHOUT ANY ADDITIONAL COST TO THE OWNER. ® LOCATE PUMP VFD's TO ALLOW ROOM FOR BOILER SELECTOR SWITCH. © DISCONNECT AND REMOVE ALL LIGHTING FIXTURES IN THE BOILER ROOM AREA. 8G? WALL TO BE FURRED OUT FOR ACOUSTICS. REMOVE AND REINSTALL EXISTING LIGHT FIXTURE, SWITCHES, CLOCK AND RECEPTACLE OUTLETS TO THE FACE OF THE NEW WALL. PROVIDE EXTENSION RINGS AS REQUIRED. APPROXIMATE QUANTITY: LIGHT FIXTURE - (1) SWITCHES - (2) CLOCK - (1) JUNCTION BOXES - (3) 4S BOX RECEPTACLE OUTLET - (4) SEE ARCHITECTURAL PLAN A1.1 FOR ADDITIONAL INFORMATION. RICE ARCHITECTURE &PLANNING 262 4th Street Bremerton, WA 98337 (360) 377 -8773 FAX 792 -1385 info@rfmarch.com v I Z W 2 W O c 0. 2 a V �CC V W i Lu 4-0 Cp Ca M Z ■ -p "L3 `� ■ "a' do V `r' Lu M O O Lu CL V J Q TW i Z O ui N LL LL Lu 1 PROJECT #: 2004083.00 Bid Documents ISSUED: March 4, 2005 LOWER FLOOR PLAN BOILER RELOCATIONS POWER PLAN SHEET: El e r I 1+ 1 N 1 1 1 J - - - - -- - - -- `— — r---- --- - ----I ;Z _ -- i I " 1 s`A I 7l ------ J�iI r� +1 •+ _______ —___J / 1995 Building i i ETGG I MNNI \V 17__/__''00 E.F. rl I I i r I I I I I 1 I, 1. + I I I VJ / I J - - -J LOAD PROFILING METER .'I FIELD VERIFY MOUNTING LOCATION J 6N ♦ E� ETGG MNNI \V 17__/__''00 E.F. HOSPITAL ELE \ \V 17__/__''00 1965 Building g 1 ; \ l �4 I I ♦ I I+ r , It I I% r ' CONDUIT ON THE ROOF. SUPPORT WITH ERICO PIPE PIER SUPPORT SYSTEM, PP50H4 SERIES AT 8' ON CENTER INTERVAL, MINIMUM. SECURE ON ROOF WITH FLEXIBLE WEATHER RESISTANT MASTIC ADHESIVE BY 3M OR EQUAL-- 1 I I E 30 I I I I I I I I I I I r / J _ _ r J I Ia EDS a / 00 I I 0 0 O O KL I I 00 0 0 00 J J I - - RUN THROUGH SLEEVE UNDER - - SIDEWALK. SLEEVE BY DIV. 1 � Building I� 11 11 ��f11 4 I II 11 'I Ll. o � 1 i I �J I � � I - -�- - ' FLAG NOTES: I _ I FEEDERS #i 30 I -` ' FOR FEEDER # *INTERCEPT EXISTING 3 "C ON THE ROOF AND 1 j i EXTEND TO "EDS" AND DISCONNECT SWITCH. PULL NEW WIRES. & # 06N i i SEE EO.1 FOR ADDITIONAL INFORMATION & WORK REQUIRED. & 1/2 "C -6 #12 ( i © ROUTE ON THE ROOF ALONG WITH EXISTING MECHANICAL PIPING (WHERE IT EXISTS). PROVIDE JUNCTION BOXES OR CONDULET, + FOR CONTROLS I QUANTITY AS REQUIRED TO COMPLY WITH NEC CONDUIT BEND _ REQUIREMENTS AND TO SUIT FIELD CONDITIONS. I i I DOWN ON BUILDING OUTSIDE WALL, THEN UNDERGROUND INTO I 0�© I, EXISTING GENERATOR ENCLOSURE. SEAL ALL PENETRATION. y EXISTING 250kW GENERATOR TO BE REMOVED. CHAIN HUNG 2 -LAMP (F032T8) FLUORESCENT STRIP FIXTURE, 48 NOMINAL LENGTH, LOW PROFILE STEEL HOUSING WITH HIGH REFLECTANCE BAKED WHITE ENAMEL FINISH. LIGHTOLIER SW I SERIES OR APPROVIDE EQUAL PROVIDE WIREGUARD. ' r rl__� ROOF PLAN SCALE:1 /16" = 1' -0" / I BOILER ROOM SCALE-1/4" = 1' -0" C/ STORAGE NO WORK TXB, WALL MOUNT 0 +84" INSTALL SWITCHES BELOW -- — (— T E' Ep I I 8 I I I I J I I ' I ' I ' I ' I ' I I L - - - -- ---------- _ F--U= OFFICE 1288 LIGHTING PLAN C EX. TOILET NO WORK EXISTING EM -2,4 STORAGE NEMA 6 -20R TO MATCH NO WORK COMPRESSOR PLUG. VERIFY L- - LOCATION AND EXACT TYPE OF C PLUG PRIOR TO ROUGH -IN. MAINTENANCE AREA ;,a _______ ____ ___________J ZLB DISC. CLEAN ROOM 1240 BOILER ROOM SCALE:1 /4" = 1' -0" -- - - - - -- I I I I I I I I I M ATS EM I I I I I I I I I ----- - - - - -- OWER PLAN RICE ARCHITECTURE &PLANNING MIL • 262 4th Street Bremerton, WA 98337 (360) 377 -8773 FAX 792 -1385 info@rfmarch.com EXPIRES F— W W O cc J v t5 W C W o2f � J � j fCi Z ■ �� V `^ 3 W 0 I o W C' CC a U .L J W Z O LA CC LU LL W 1 PROJECT#: 2004083.00 Bid Documents ISSUED: March 4, 200S BOILER ROOM PLAN & PARTIAL ROOF PLAN SHEET: PROJECT _ NORTH - El 3 RICE ARCHITECTURE &PLANNING, 262 4th Street Bremerton, WA 98337 (360)377 -8773 FAX 792 -1385 Info @rfmarch.com EXPIRES 1 -14 -067 Z W5 G W ON 1..1.. a PANEL SCHEDULE PANEL SCHEDULE PANEL: ZLB PANEL: EM LOCATION: BOILER RM. LOCATION: ELECT RM ❑ ❑ STYLE: VOLTS: VOLTS: 208 Y/ 120 P 3 W: 4 ❑ AMP: 225 MLO 0 MCB ❑ ❑ AIC RATING: 14,000 AIC RATING. CKT BKR 14,000 TYPE: EXISTING ❑ NEW 0 STYLE: MOUNT: 0 SURFACE ❑ FLUSH TYPE: EXISTING ❑ NEW X❑ STYLE: LOAD TYPE FED NEUTRAL: 100% CST s� P FED FROM: MDP /ZLB CKT P P OR LOAD LOAD CKT CKT P OR P OR P CKT LOAD 1.33 LOAD KVA BKR CIRCUIT DESCRIPTION 1 20 H TYPE KVA BKR KVA TYPE f H # 5 BKR KVA 20 TYPE 175 CIRCUIT DESCRIPTION PANEL EM -3 MAX. DEMAND LOAD 1 A B C A B C A B C A B C 2 MISC 6.73 175 8 3 1 A B C A B C A B C A 181 C 2 1 20 1.10 3 MTR AIR COMPRESSOR 20 - -- MISC 6.73 - - 3 4 1 20 1.10 MTR - -- 20 --- MISC 6.73 - - 5 6 1 20 0.36 REC BOILER RM. 20 PANEL POWER SECTION MAX. DEMAND LOAD MISC 2.63 175 3 7 8 1 20 0.80 LTG BOILER RM. 20 - -- MISC 2.63 - - 9 10 1 1 30 11 1 SPARE 20 - -- MISC 2.63 - - 11 12 1 30 13 14 SPARE 20 SPARE 20 SPACE 20 1 13 14 1 20 15 16 SPARE 20 SPARE 22 SPACE 20 1 15 16 1 20 17 18 SPARE 20 SPARE 24 SPACE 20 1 17 18 1 20 19 20 SPARE 20 SPACE 26 SPACE 20 1 19 20 1 20 21 22 SPACE 20 SPACE 28 SPACE 20 1 21 22 1 1 20 23 24 SPACE 20 SPACE 30 SPACE 20 1 23 1 24 1 1 20 SPACE 1 31 32 1 20 ESTIMATED MAXIMUM DEMAND (EMD) CALCULATIONS 29 SPACE SPACE 20 1 ESTIMATED MAXIMUM DEMAND (EMD) CALCULATIONS 34 1 LOAD SUMMARY: LOAD TYPE: CONNECTED E.M.D. CALCULATED 1 LIGHTING LTG 0.00 KVA 0.00 KVA (125%) 20 1 LOAD SUMMARY. LOAD TYPE: CONNECTED E.M.D. CALCULATED 36 1 LIGHTING LTG 0.80 KVA 1.00 KVA (125 %) KVA 0.00 KVA ( 100/35/25 %) 3 37 38 CONNEC,TED, PHASE LOADING 30 RESIDENT LTG /RECPT RES 0.00 KVA 0.00 KVA ( 100/35/25 %) KVA ( 100/35/25 %) - 39 40 - PHASE A: 11.26 KVA SMALL APPLIANCE RES 0.00 KVA 0.00 KVA ( 100/35/25 X) - - 41 42 - - PHASE B: 10.46 KVA LARGEST MOTOR 0.00 KVA 0.00 KVA (125%) PHASE C: 9.72 KVA REMAINING MOTORS MTR 2.20 KVA 2.20 KVA (100 %) COMPUTER RECPT MISC 0.00 KVA GEN PURPOSE RECPT REC 0.36 KVA 0.36 KVA ( 50% > 1OKVA) KVA (25 %) EQUIP /OTHER MISC 141.90 KVA COMPUTER RECPT MISC 0.00 KVA 0.00 KVA (100 %) KVA 0.00 KVA (100 HEATING MISC 0.00 KVA 0.00 EQUIP /OTHER MISC 28.08 KVA 28.08 KVA (100%) 0.00 KVA 0.00 KVA ( 50% > 1OKVA) ELEVATOR ELEV 0.00 KVA 0.00 KVA 0 100% HEATING MISC 0.00 KVA 0.00 KVA (100%) 0.00 KVA 0.00 NOTES: 0.00 KVA 0.00 KVA ® 65X ELEVATOR ELEV 0.00 KVA 0.00 KVA ® 100% TOTALS 141.90 KVA 141.90 KVA EQUIP /OTHER MISC 377.28 KVA 377.28 KVA (100%) KITCHEN EQPT KITCH 0.00 KVA 0.00 KVA ® 65X 393.88 AMPS 393.88 AMPS TOTALS 31.44 KVA 31.64 KVA LOAD TYPE NOTES: COMB" = COMBINATION LOAD TYPES ON INDICATED CIRCUIT 1 PROVIDE NEW CIRCUIT BREAKER, MANUFACTURE AND AIC RATING TO MATCH EXISTING TOTALS -- 87.27 AMPS 87.82 AMPS TAKEN AT INDICATED DEMAND LLD TYPE NOTES: "COMB" = COMBINATION LOAD TYPES ON INDICATED CIRCUIT INDICATED CIRCUIT AT 100% AMPS "RES" = RESIDENTIAL LTG /RECPT OR SMALL APPLIANCE LOAD TAKEN AT INDICATED DEMAND LOAD, TYPE NOTES: "COMB" = COMBINATION LOAD TYPES ON INDICATED CIRCUIT "MISC" = EQUIP COMPUTER REC OR HTG LOAD ON INDICATED CIRCUIT AT 100% "RES" = RESIDENTIAL LTG /RECPT OR SMALL APPLIANCE LOAD TAKEN AT INDICATED DEMAND RICE ARCHITECTURE &PLANNING, 262 4th Street Bremerton, WA 98337 (360)377 -8773 FAX 792 -1385 Info @rfmarch.com EXPIRES 1 -14 -067 Z W5 G W ON 1..1.. a PANEL SCHEDULE PANEL SCHEDULE PANEL: ZLB LOCATION: BOILER RM. PANEL: XHB (Existing) AMP: 225 MLO X❑ MCB TYPE: EXISTING XD NEW LOCATION: ELECT RM ❑ ❑ STYLE: VOLTS: 208 Y/ 120 P 3 W. 4 AMP: 800 MLO ❑ MCB ❑ CIRCUIT DESCRIPTION TYPE: EXISTING ❑NEW ❑ AIC RATING: 14,000 LOAD KVA CKT BKR MOUNT: ❑ SURFACE ❑ FLUSH TYPE: EXISTING ❑ NEW 0 STYLE: OR P CKT BKR NEUTRAL: 100% LOAD TYPE FED FROM: MDP /ZLB LOAD CST s� P LOAD LOAD CKT P P OR P OR P CKT LOAD LOAD LTG CIRCUIT DESCRIPTION EGRESS LTG 1.33 TYPE KVA BKR 4 1 20 H 0 BKR KVA TYPE 0.40 CIRCUIT DESCRIPTION PANEL EM 5 6 1 20 2.05 175 A B C A 113 C A B C A B C A B C 3 1 A B C A B C A B C A B C 2 1 20 7 8 SPACE 20 - -- LTG 3 - - 3 4 1 20 9 10 SPACE 20 - -- LTG 6 - - 5 6 1 20 11 12 SPACE 20 PANEL EM -2 MAX. DEMAND LOAD MISC 47.30 175 3 7 8 1 20 13 14 SPACE 1 20 -- MISC 47.30 - - 9 10 1 20 15 16 SPACE 20 - -- MISC 47.30 - - 11 12 1 20 17 18 SPACE 20 SPARE 16.07 MISC 20 1 13 14 1 20 19 20 SPACE 20 SPARE MISC 20 1 15 16 1 20 1 21 22 SPACE 20 SPARE 20 1 17 18 1 20 1 23 24 SPACE 20 SPACE 20 1 19 20 1 20 25 26 SPACE 20 SPACE 20 1 21 22 1 20 27 28 SPACE 20 SPACE 20 1 23 24 1 20 29 30 SPACE 20 SPACE SPACE 20 1 31 32 1 20 ESTIMATED MAXIMUM DEMAND (EMD) CALCULATIONS 29 SPACE SPACE 20 1 33 34 1 LOAD SUMMARY: LOAD TYPE: CONNECTED E.M.D. CALCULATED 1 LIGHTING LTG 0.00 KVA 0.00 KVA (125%) 20 1 35 36 1 20 CONNECTED PHASE LOADING RESIDENT LTG /RECPT RES 0.00 KVA 0.00 KVA ( 100/35/25 %) 3 37 38 3 30 PHASE A: 47.30 KVA SMALL APPLIANCE RES 0.00 KVA 0.00 KVA ( 100/35/25 %) - 39 40 - - PHASE B: 47.30 KVA LARGEST MOTOR 0.00 KVA 0.00 KVA (125X) - - 41 42 - - PHASE C: 47.30 KVA REMAINING MOTORS MTR 0.00 KVA 0.00 KVA (100X) PHASE A:153.86 GEN PURPOSE RECPT REC 0.00 KVA 0.00 KVA ( 50% > 1OKVA) COMPUTER RECPT MISC 0.00 KVA 0.00 KVA (100X) PHASE LOADING PHASE A: 14.14 KVA PHASE B: 11.58 KVA PHASE C. 7.09 KVA NOTES: 13.49 KVA (25 %) EQUIP /OTHER MISC 141.90 KVA 141.90 KVA (100X) KVA REMAINING MOTORS MTR 0.00 KVA 0.00 KVA (100 HEATING MISC 0.00 KVA 0.00 KVA (100X) NOTES: 0.00 KVA 0.00 KVA ( 50% > 1OKVA) ELEVATOR ELEV 0.00 KVA 0.00 KVA 0 100% COMPUTER RECPT MISC 0.00 KVA 0.00 KITCHEN EQPT KITCH 0.00 KVA 0.00 KVA ® 65X TOTALS 141.90 KVA 141.90 KVA EQUIP /OTHER MISC 377.28 KVA 377.28 KVA (100%) HEATING MISC 0.00 KVA 0.00 KVA (100X) 393.88 AMPS 393.88 AMPS ELEVATOR ELEV KITCHEN EQPT KITCH 53.94 0.00 KVA KVA 51.24 0.00 LOAD TYPE NOTES: COMB" = COMBINATION LOAD TYPES ON INDICATED CIRCUIT 1 PROVIDE NEW CIRCUIT BREAKER, MANUFACTURE AND AIC RATING TO MATCH EXISTING TOTALS -- - 463.93 KVA 466.04 "RES" = RESIDENTIAL LTG /RECPT OR SMALL APPLIANCE LOAD TAKEN AT INDICATED DEMAND I "MISC" = EQUIP COMPUTER REC OR HTG LOAD ON INDICATED CIRCUIT AT 100% AMPS RICE ARCHITECTURE &PLANNING, 262 4th Street Bremerton, WA 98337 (360)377 -8773 FAX 792 -1385 Info @rfmarch.com EXPIRES 1 -14 -067 Z W5 G W ON 1..1.. a PANEL SCHEDULE PANEL SCHEDULE PANEL: XHB (Existing) AMP: 225 MLO X❑ MCB TYPE: EXISTING XD NEW LOCATION: ELECT RM ❑ ❑ STYLE: VOLTS: AIC RATING: NEUTRAL: 480 14,000 100% Y/ 277 P P 3 W: 4 MOUNT: XQ SURFACE ❑ FLUSH FED FROM: NDP CIRCUIT DESCRIPTION TYPE: EXISTING ❑NEW ❑ STYLE: LOAD TYPE LOAD KVA CKT BKR NEUTRAL: P OR P H OR P CKT BKR LOAD KVA LOAD TYPE CIRCUIT DESCRIPTION STAIR A LOAD CST s� P LTG 0.77 20 P 1 1 A B C A B C A B C A B C A B C A B C A B C 2 1 20 1.35 LTG STAIR B EGRESS LTG 1.33 20 1 3 4 1 20 0.57 LTG STAIR B EXIT SIGN LTG 0.40 20 1 5 6 1 20 2.05 LTG A B C A 113 C A B C A B C A B C EXIT SIGN CORRIDOR LOWER LEVEL LTG 1.43 20 1 7 8 1 20 1.62 LTG 3 EXIT SIGN CORRIDOR SECOND LEVEL LTG 1.62 20 1 1 9 10 1 20 1.00 LTG 6 I EXIT SIGN CORRIDOR SECOND LEVEL LTG 0.20 20 1 11 12 1 20 0.40 LTG 3 EXT. LIGHT CONTROL SPARE ELEV SOUTH 20 1 13 14 1 1 20 1.07 LTG -- ER CANOPY SPARE -- - 20 1 15 16 1 20 -- -- 17.98 SPARE SPACE CHILLER CH -1 MISC 20 1 17 18 1 20 80 16.07 MISC SPARE SPACE MISC 47.30 20 1 19 20 1 20 16.07 MISC SPACE SPACE 47.30 -- 20 1 1 21 22 1 20 MISC SPACE SPACE 20 1 1 23 24 1 20 SPACE SPACE 21 20 1 25 26 1 20 SPACE SPACE 23 24 20 1 27 28 1 20 SPACE SPACE 26 20 1 29 30 1 20 SPACE SPACE 20 1 31 32 1 20 29 SPACE SPACE 20 1 33 34 1 20 1 SPACE SPACE 20 1 35 36 1 20 ISPACE PANEL XLBI COMB 5.33 100 3 37 38 3 30 2.58 COMB PANEL X EXISTING ®PUMP ROOM Note 1 -- COMB 4.10 - - 39 40 - - 2.96 COMB 24.03 - -- COMB 3.17 - - 41 42 - - 0.88 COMB 0.00 -- 0.00 KVA ( 40/20 %) PHASE A:153.86 KVA ESTIMATED MAXIMUM DEMAND (EMD) CALCULATIONS PHASE B: 150.21 LOAD SUMMARY: LOAD TYPE: CONNECTED E.M.D. CALCULATED LIGHTING LTG 19.22 KVA 24.03 KVA (125 %) PATIENT LTG HOS 0.00 KVA 0.00 KVA ( 40/20 %) LARGEST MOTOR 0.00 KVA 0.00 KVA (125 %) REMAINING MOTORS MTR 0.00 KVA 0.00 KVA (100 %) GEN PURPOSE RECPT REC 0.00 KVA 0.00 KVA ( 50% > 1OKVA) COMPUTER RECPT MISC 0.00 KVA 0.00 KVA (100 %) EQUIP /OTHER MISC 13.59 KVA 13.59 KVA (100 %) HEATING MISC 0.00 KVA 0.00 KVA (100 %) ELEVATOR ELEV 0.00 KVA 0.00 KVA ® 95% KITCHEN EQPT KITCH 0.00 KVA 0.00 KVA ® 70% ------- - - - - -- - TOTALS 32.81 KVA 37.62 KVA 39.47 AMPS 45.25 AMPS LOAD TYPE NOTES: COMB" = COMBINATION LOAD TYPES ON INDICATED CIRCUIT "RES" = RESIDENTIAL LTG /RECPT OR SMALL APPLIANCE LOAD TAKEN AT INDICATED DEMAND "MISC" = EQUIP COMPUTER REC OR HTG LOAD ON INDICATED CIRCUIT AT 100% CONNECTED PHASE LOADING PHASE A: 14.14 KVA PHASE B: 11.58 KVA PHASE C. 7.09 KVA NOTES: 13.49 RICE ARCHITECTURE &PLANNING, 262 4th Street Bremerton, WA 98337 (360)377 -8773 FAX 792 -1385 Info @rfmarch.com EXPIRES 1 -14 -067 Z W5 G W ON 1..1.. a PANEL SCHEDULE V PAL. NDP (EXISTING) AMP: 600 NW ® MCB LOCATION: ELECT RM ❑ VOLTS: AIC RATING: 480 22,000 Y/ 277 P 3 W: 4 MOUNT: ❑X SURFACE ❑ FLUSH TYPE: EXISTING ❑NEW ❑ STYLE: NEUTRAL: 100% J a 4-0 � V FED FROM: PANEL LOCATION iv LOAD LOAD CST s� P an P CM P CRT LOAD LOAD 00 F- CMCUPP DESCRLPTLON TYPE KVA Elm a crm 0 H a ffim KVA TYPE CIRCUIT DESCRIPTION PANEL XHB COMB 14.14 100 3 1 A B C A 113 C A B C A B C A B C 2 3 100 11.07 MISC PANEL NHB -- COMB 11.58 -- _= 3 4 -- -- 9.98 MISC -- - COMB 7.09 -- - 5 6 -- -- 10.63 MISC -- MCC N1 MISC 47.30 400 3 7 8 3 175 17.98 ELEV SOUTH - MISC 47.30 -- -- 9 10 -- -- 17.98 ELEV -- - MISC 47.30 -- -- 11 12 -- -- 17.98 ELEV -- CHILLER CH -1 MISC 47.30 200 3 13 14 9 80 16.07 MISC ACCH -1.1 - NOTE 1 - MISC 47.30 -- -- 15 16 16.07 MISC -- MISC 47.30 -- -- 17 18 18.07 MISC 19 20 21 22 23 24 25 26 27 28 29 30 ESTIMATED MAXIMUM DEMAND (EMD) CALCULATIONS LOAD SUMIUU: LARD TYPNANNECTRD ZALD. CALCULATED LIGHTING LTG 19.22 KVA 24.03 KVA (125 %) CONNECTED PHASE LOADING PATIENT LTG HOS 0.00 KVA 0.00 KVA ( 40/20 %) PHASE A:153.86 KVA PHASE B: 150.21 KVA LARGEST MOTOR ELEV 13.49 KVA 13.49 KVA (25 %) PHASE C: 146.37 KVA REMAINING MOTORS MTR 0.00 KVA 0.00 KVA (100 GEN PURPOSE RECPT REC 0.00 KVA 0.00 KVA ( 50% > 1OKVA) COMPUTER RECPT MISC 0.00 KVA 0.00 KVA (100%) EQUIP /OTHER MISC 377.28 KVA 377.28 KVA (100%) HEATING MISC 0.00 KVA 0.00 KVA (100X) NOTES: ELEVATOR ELEV KITCHEN EQPT KITCH 53.94 0.00 KVA KVA 51.24 0.00 KVA ® 95% KVA ® 70% 1 PROVIDE NEW CIRCUIT BREAKER, MANUFACTURE AND AIC RATING TO MATCH EXISTING TOTALS -- - 463.93 KVA 466.04 KVA 558.02 AMPS 560.55 AMPS LOAD, TYPE NOTES: "COMB" = COMBINATION LOAD TYPES ON INDICATED CIRCUIT "RES" = RESIDENTIAL LTG /RECPT OR SMALL APPLIANCE LOAD TAKEN AT INDICATED DEMAND "MISC" = EQUIP COMPUTER REC OR HTG LOAD ON INDICATED CIRCUIT AT 100% RICE ARCHITECTURE &PLANNING, 262 4th Street Bremerton, WA 98337 (360)377 -8773 FAX 792 -1385 Info @rfmarch.com EXPIRES 1 -14 -067 Z W5 G W ON 1..1.. J a WT i Z O w W LL LLM W 1 PROJECT#: 2004083.00 Bid Documents ISSUED: March 4. 2005 PANEL SCHEDULES SHEET: E5,1 a V U W C 0 W J a 4-0 � V iv = s� W Rt en 0 00 F- Q WN a crm a V J a WT i Z O w W LL LLM W 1 PROJECT#: 2004083.00 Bid Documents ISSUED: March 4. 2005 PANEL SCHEDULES SHEET: E5,1