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Jefferson County Castle Hill Annex BLD06-114
RENOVATION For CASTLE HILL ANNEX 623 Sheridan Street Port Townsend, WA 98368 State Project No. 2006 -141 G (1 -1) Jefferson County Board of County Commissioners: District 1 Phil Johnson District 2 David Sullivan District 3 Patrick M. Rodgers of Facilities, Engineering & Architectural Services nent of General Administration Architect: MSGS Architects 510 Capitol Way S. Olympia, WA 98501 ph: 360.943.6774 x12 fx: 360.352.7005 email: bills @msgsarch.com Structural Engineer: MC- Squared, Inc. 1235 East 4th Avenue, Suite Olympia, WA. 98501 ph 360- 754 -9339 fx: 360- 352 -2044 email: mark @mc2- inc.com Mechanical Engineer: Hultz /Bhu /Cross Engineers 2407 North 31 st STreet, Suite 200 Tacoma, WA. 98401 ph: 253 -383 -325 7 fx: 253 - 383 -3283 email: roberth @hultzbhucross.com Electrical Engineer: Hultz /Bhu /Cross Engineers 101 2407 North 31 st STreet, Suite 200 Tacoma, WA. 98401 ph: 253 - 383 -3257 fx: 253 - 383 -3283 email: tomu @hultzbhucross.com PORT TOWNSEND, WA Vicinity Map Not to Scale Sheet Index COVER COVER SHEET ARCHITECTURAL A0.01 Code Sheet A0.02 Occupancy Plan & Exiting Plan A0.03 Accessibility Standards A1.01 Site Plan A2,01 Existing /Demolition Floor Plan A2,02 Existing /Demolition Reflected Ceiling Plan A2.03 New Floor Plan A2.04 New Reflected Ceiling Plan A2.05 Furnishings Plan A3.01 Existing /Demolition Roof Plan A3.02 New Roof Plan A4.01 Interior Elevations & Interior Finish Schedule A5.01 Door Schedule, Types & Details A5.02 Building Sections A5.03 Misc. Details A5.04 Wall Types & Misc. Details A5.05 Elec. Enclosure Plan & Details STRUCTURAL 51.0 Structural Notes & Details S2.0 Structural Framing Plan MECHANICAL M0.01 Mechanical General Notes, Legend & Schedules M0.02 Mechanical Schedules M1.01 Plumbing Plan- Demolition M1.02 Demolition Plan -HVAC M3.01 Plumbing Plan M4.01 HVAC Plan M4.02 Mechanical Details ELECTRICAL E0.01 Legend Notes & Abbrev. El .01 Electrical Demolition E2,01 Lighting Floor Plan E3.01 Power & Signal Floor Plan E5.01 Panel Schedules & Riser Diagram E6.01 Lighting & Equipment Schedules E7.01 Electrical Details FILE COPY 1061ti� OF PORT TOWNSEND 2 O Q O z W 30 f� AY x W Z Z Q Mai mmi 0 W 1�. co V r 1 �+0 t V O Z 4- U .O L W '�- v J V _4) mc U LM H G 1 J 11 J CODES: International Building Code, 2003 Edition International Mechanical Code, 2003 Edition National Electrical Code, 2002 Edition Washington State Energy Code 00-1 Washington State Barrier Free Regulations (WAC 51 -50) E5 Wind Load'*-Kmph, Exposure C Seismic Load: Use Group I Live Load: 25 psf - Roof 100 psf - Floor Flood Zone Designation: N/A Seismic Design Category: D Uniform Plumbing Code, 2003 Edition International Fire Code, 2003 Edition Washington State Ventilation & Indoor Air Quality Codei'28 Edition State Water Conservation Standards (With Local Amendments) IBC CODE ITEM REFERENCE Chapter 3 CODE REQUIREMENT / DESIGNATION ACTUAL BUILDING DESIGN Building Heights & Areas Use & Occupancy Classification Page 23 Type: V-6 Allowable Floor Area: Occupancy Group: Business Group B occupancy includes the use of Business Group B (overall use) OFFICE AREAS: a building or structure, or a portion thereof, for -Civic Administration Business Group B office, professional or service -type transactions, Page 83 Section 304.1 Page 26 including storage of records and accounts. Bearing Interior 0 Hr. .Listing includes: Non - bearing - Exterior (refer to table 602) - Civic Administration Chapter 5 B Occupancy B Occupancy Building Heights & Areas Tyre: V -B Type: V-6 Allowable Floor Area: Area: 9,000 S.F. maximum allowable per floor First Floor Area Actual: 7,972 G.S.F. Table 503, Page 74 Height: 2 Story maximum allowable floors Height:1 Story Section 506 - Area Modifications Bearing Exterior 0 Hr. Chapter 6 Table 601 V -B Section 704 Exterior Walls 704.2.2 Type III, IV or V construction. Table 601 Fire Resistance Ratings Structural Frame 0 -hr. Rooms /spaces C Page 159 for Building Elements Bearing - Exterior 0 -hr. Bearing Exterior 0 Hr. Page 83 Bearing - Interior 0 -hr. Bearing Interior 0 Hr. unconoentrated Non - bearing - Exterior (refer to table 602) Exterior less than 5' Separation: 1 -Hr. Non - bearing - Interior Floor 0 -hr. �� r7. Section 1005 Egress Width The total width of means of egress in inches Construction 0 -hr. SU11 LL ef�/� Roof Construction 0 -hr �� jd9�2e_ j 07 Chapter 7 Fire Resist Rated Const A: Flame spread 0 -25 smoke dev 0-450 Group B Class Section 704 Exterior Walls 704.2.2 Type III, IV or V construction. V -B Page 87 Projections from walls of Type Ili, IV or V Rooms /spaces C Page 159 construction shall be of any approved material. Occupancy Use SF /Occ First Floor 704.4 Materials. Exterior walls shall be of \4 V -B 93 Total Occupant Load (OL) materials permitted by the building type of (2) Assembly without fixed seats 15 net (Refer to Occupancy Plans on Sheet A0.02) construction. unconoentrated Chapter 8 Interior Finishes A: Flame spread 0 -25 smoke dev 0-450 Group B Class Section 803 Wall and Ceiling Finishes B: Flame spread 26 -75 smoke dev 0-450 - Exit corridors C Table 803 -5 Finish Reqs by Occupancy C: Flame spread 76 -200 smoke dev 0-450 Rooms /spaces C Page 159 Section 1004 - Occupant Load Table 1004.1.2 Occupancy Use SF /Occ First Floor Cf rU �I ki [ �� (1) Business Areas 100 gross PROJECT DATA IBC CODE ITEM REFERENCE Chapter 10 CODE REQUIREMENT I DESIGNATION ACTUAL BUILDING DESIGN City of Port Townsend Means of Egress The means of egress shall have a ceiling height �ctual ceiling height is 8' -0" or greater. Section 1003.2 Ceiling Height Page 194 of not less than 7 feet. Section 1004 - Occupant Load Table 1004.1.2 Occupancy Use SF /Occ First Floor Occupant Computation, Page 195 (1) Business Areas 100 gross 93 Total Occupant Load (OL) (2) Assembly without fixed seats 15 net (Refer to Occupancy Plans on Sheet A0.02) unconoentrated (3) Accessory Storage Areas Mechanical Equipment Room 300 gross Section 1005 Egress Width The total width of means of egress in inches First Floor OL = 93%. Page 196 shall not be less than the total occupant load 93 x 0.2 inlocc =19 inches serviced by the means of egress multiplied by the factors in Table 1005.1 and not less than Required Exit Width: C- 93 x 0.2 in =19 inches specified elsewhere in the code. Multiple means Existing Exit Width: ' -0" of egress shall be sized such that the loss of any one means of egress shall not reduce the available capacity to less than 50% of the required capacity. The maximum capacity required from any story of a building shall be maintained to the termination of the means of egress. Table 1005.1 Egress Width per Occupant Served Without Sprinkler System: Page 196 Occup Other Egress Components �B 0.2 in. Section 1013 Exit Access Egress from a room or space shall not pass Refer to Sheet A0.02, Occupancy Plan 1013.2 Egress through intervening spaces through adjoining or intervening rooms or areas, Page 209 except where such adjoining rooms or areas are accessory to the area served; are not a high- hazard occupancy and provide a discernible path of egress travel to an exit. E e roomer ets or spaces �sP.+ f�� similarlyp� purposes. An exit access shall not pass through AY'7 a room that can be locked to prevent egress. �iU13.3 mon path of egress travel In occupancies other than Groups H1, H2, and Refer to Sheet A0.02 Occupancy Plan H -3, the common path of travel shall not exceed 75 feet. Common path of travel: That portion of Common path of travel is always less than 75' exit access which the occupants ar required to traverse before two separate and distinct paths of egress travel to two exits are available. Section 1014 Exit and Exit Access Doorways Two exits or exit access doorways from any Refer to Sheet A0.02 Occupancy Plan Page 210 space shall be provided where one of the following conditions exists: 1. The load \ No. of Exits = 2 occupant of the space exceeds V Exits are on the West and South of the building. 50 (Table 1014.1 for B Occupancy) 2. The common path of egress travel exceeds the limitations of Section 1013.3 3. Where required by Sections 1014.3, 1014.4 and 1014.5 (not applicable) Section 1015 Exit Access Travel Distance Exits shall be so located on each story such that Maximum Egress Travel Distance: Page 211 the max. length of exit access travel, measured 02 feet from the most remote point within a story to the entrance to an exit along the natural and unobstructed path of egress travel, shall not exceed the distances given in Table 1015.1. Table 1015.1 Exit Access Travel Distance Occupancy Without sprinkler Page 212 B 200 feet Section 1016 Corridors Section 1016 Corridors Without sprinklers, ' Maximum occupant load served by any exit: 47 Table 1016.1 Table 1016.1 corridors in a Maximum occupant load served by any corridor. Page 212 Page 212 group B 47/7 24 occupants. Corridors are not required Occupancy to be fire - rated. Section 1017 Exits serving an occupant load ate_ greater than 30 are required to be of one -hour fire w� resistance rating. , Section 1018 Number of Exits and Continuity Table 1018.1 Occupant Load Min # of Exits Actual Occupant Load = 93 1 -500 T Exits are provided. Page 214 CITY OF PORT TOWNSEND Development Services Department 181 Quincy Street, Suite 301 Port Townsend, Wa. 98368 (360) 379 -3208 GENERAL SITE INFORMATION C -2 Zone BUILDING ADDRESS: 602 Sheridan Street, Port Townsend, WA. 98368 PARCEL NUMBER UTILITIES Water City of Port Townsend Sewer City of Port Townsend Power Puget Sound Energy Phone Qwest IBC CODE ITEM REFERENCE Chapter 11 Section 1109 Other Features and Facilities CODE REQUIREMENT / DESIGNATION ACTUAL BUILDING DESIGN Refer to Sheet A0.03 Accessible Toilet Room 1109.2 Toilet and bathing facilities. Page 233 At least one of each type of fixture, element, No.'s 106,107,119, & 120 control or dispenser in each accessible toilet room and bathing facility shall be accessible. 1109.4 Drinking Fountains. Accessible On floors where drinking fountains are provided, at least 50 percent, but not less than one fountain, shall be accessible. M S architects 510 Capitol Way S. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com CASTLE HILL ANNEX Renovation 623 Sheridan Street Port Townsend, WA 98368 1 6261 R:W11�a►�J`��! R. WILLIAM SLOANE STATE OF WASHINGTON Revision Number Date Sheet Title Closing Date MAY 2006 CODE SHEET Sheet No. A0.01 State Project No. 2006 -141 G (1 -1) OCCUPANCY LEGEND USE & OCCUPANCY CLASSIFICATION MEANS OF EGRESS PER I.B.C. 2003 EDITION Table 1004.1.2 Section 304 "Business Group B" Floor Area In S.F. Per Occupant Allowances B Accessory Storage Areas 30D Gross B Assembly w/o fixed seating 15 Net B Kitchen 20D Gross B Offices 100 Gross --'se tion 305.2 "Educational - Day Care Group F' 2D Net -:EJ Educational IUA (Incidental Use Area) Janitor 300 Net SYMBOL LEGEND OFFICE ROOM NAME 1,995S.F. 95 SF /100 I S.F. /OCCUPANTS PER S.F. ACCESSORY AREA OCCUPANT LOAD — B OCCUPANCY 217S.F. CLASSIFICATION 217&F. DEFINED PATH — OF TRAVEL 3645 F. 8 EXIT SIGN 364S-F. �e EXIT SIGN W/ — DIRECTIONAL ARROW 7,972 S.F. 1 DEFINED PATH OF I 7,972S.F. TRAVEL FOR EXITING COUNTY ENGINEER 113 B 202 SF /100 = 2 TRANSPORTATION & ENGINEER MANAGER 114 /1 143 SF/100 = 1 OPEN OFFICE 116 B 1348 SF /100 = 14 llvrc CONF. ROOM 115 B 339 SF /15 = 23 QOM Table 1004.1.2 - Maximum Area Allowance for Occupant, Pg. 195 Occupancy Type S.F. per Occupant Occupant Load Net Sq. Footage Accessory Sq. Footage Gross Sq. Footage B - Office 100 49 4,841 S.F 1,803 S.F. 6,644 S.F. B - AsembN W/O fixed Seats 15 37 555 S.F. 192 S.F. 747 S.F. Accessory Area 300 7 1,995S.F. —0 S.F. —0 S.F Interior Walls — — 217S.F. 0S.F. 217&F. Wenor Walk — — 3645 F. 0S.F. 364S-F. TOTAL — 931 7,972 S.F. 1 1,995 S.F. I 7,972S.F. OPEN OFFICE 110 B 1938 SF /100 =19 8 ( OPEN OFFICE ® 102 ~ 1899 SF /100 =19 CONF. ROOM E2Kl g 126 SF /15 = 8 EGRESS TOTAL OCC. LOAD THIS EXIT: 47 101 B 96SF/15 =6 PUBLIC WORKS DIRECTOR 109 B 207 SF /100 = 2 -AJ TM _ U s OCCUPANCY AND EXITING PLAN N 1/8" = 1' -0" 7,972 GSF e"") MS 9 S architects >EGRESS TOTAL OCC. LOAD THIS EXIT: 46 510 Capitol Way S. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com CASTLE HILL ANNEX Renovation 623 Sheridan Street Port Townsend, WA 98368 1211 REGISTERED R'WILLIAM SLOANE STATE OF WASHINGTON Revision Number Closing Date Date MAY 2006 Sheet Title OCCUPANCY AND EXITING PLAN Sheet No. State Project No. 2006 -141 G (1 -1) 30 WHEEL CHAIR TURNING SPACE 60" MIN. 60" MIN. r- - - - --t 1 IZ z 1 I°� r-' NM I I 12 °L 36° MIN. J12° MIN. MIN. ICC 304.3.1 ICC 304.3.2 WHEELCHAIR TURNING SPACE: WHEELCHAIR TURNING SPACE. CIRCULAR SPACE T- SHAPED SPACE ACCESSIBLE ROUTES 24" 48" MINA. 24" MAX. - -- ICC 403.3 SLOPE: The running slope ofwalldng surfaces shall not be steeper than 1:20 ICC 403.5 CLEAR WIDTH 502 PARKING SPACES 60"x 60" LEVEL LANDING W/ SLIP RESISTANT SURFACE 44" MIN. WIDTH PAVED WALKWAY - 12"x 18" INTERNATIONAL SYMBOL OF ACCESS, SEE ICC SECTION 502% 96" MIN. ICC 502.2 VEHICLE SPACE SIZE ICC 502.4.2 ACCESS AISLE, WIDTH 505 CLEAR FLOOR OR GROUND SPACE 13061 KNEE & TOE CLEARANCE r -� - - -� I I I o l 48" MIN. r - - - -- r 30" MIN. - r FORWARD APPROACH PARALLEL APPR L. 25° OACH - - FLOOR LINE---- - -E -- " - NOTE: ICC 305.5 6" MAX 17 4 UNLESS OTHERWISE SPECIFIED, Elevation View Plan View ICC305.3 THE CLEAR FLOOR OR GROUND ICC 306.2.1 SIZE SPACE SHALL BE POSITIONED FOR TOE CLEARANCE: ICC 305.5 EITHER FORWARD OR PARALLEL POSITION APPROACH TO AN ELEMENT DOORS & DOORWAYS ACCESSIBILITY STANDARDS CHAPTER 3 - BUILDING BLOCKS 307 PROTRUDING OBJECTS 4" MAX. MIN. O EXCEPTIONS. 1 Handrails shall be permitted to protrude - _- r--- -- ---- r - -- -- o = 4112 "max. z r -_ r - -_- ao r . z 2 Door closers and door Al xI _ stops shall be i r - -- - permitted to be 78" FLOOR LINE L - - - - -- min. above floor. -- 11" MIN. 25" Al Elevation View Plan View FLOOR LINE_ _•_ _ _ " _ _ - ICC 306.3 ICC 307.2 KNEE CLEARANCE: PROTRUSION LIMITS $081 REACH IIIT �(II E!l Iv ni 1 111 in 11 I I II II II II Jul II II II II Jul Inl � Inl 96" MIN. ICC 502.2 VEHICLE SPACE SIZE ICC 502.4.2 ACCESS AISLE, WIDTH 505 CLEAR FLOOR OR GROUND SPACE 13061 KNEE & TOE CLEARANCE r -� - - -� I I I o l 48" MIN. r - - - -- r 30" MIN. - r FORWARD APPROACH PARALLEL APPR L. 25° OACH - - FLOOR LINE---- - -E -- " - NOTE: ICC 305.5 6" MAX 17 4 UNLESS OTHERWISE SPECIFIED, Elevation View Plan View ICC305.3 THE CLEAR FLOOR OR GROUND ICC 306.2.1 SIZE SPACE SHALL BE POSITIONED FOR TOE CLEARANCE: ICC 305.5 EITHER FORWARD OR PARALLEL POSITION APPROACH TO AN ELEMENT DOORS & DOORWAYS ACCESSIBILITY STANDARDS CHAPTER 3 - BUILDING BLOCKS 307 PROTRUDING OBJECTS 4" MAX. MIN. O EXCEPTIONS. 1 Handrails shall be permitted to protrude - _- r--- -- ---- r - -- -- o = 4112 "max. z r -_ r - -_- ao r . z 2 Door closers and door Al xI _ stops shall be i r - -- - permitted to be 78" FLOOR LINE L - - - - -- min. above floor. -- 11" MIN. 25" Al Elevation View Plan View FLOOR LINE_ _•_ _ _ " _ _ - ICC 306.3 ICC 307.2 KNEE CLEARANCE: PROTRUSION LIMITS $081 REACH RANGES INTERNATIONAL SYMBOL OF 1:12 SLOPE MAX. WISLIP MET. SIGN, CEMENT SIGN T01/2" FACILITIES - x Q RESISTANT SURFACE THK, RIGID, BLUE FIBERGLASS ^° = U 703.6.3.1 w DISABLED w ADHESIVE. ATTACH BACKING TO x co ALL LETTERING TO BE 1 1/2" HIGH x � REQUIRED x AT N TO POS ON SIGN PAACCE. , FASTEN @ = - - - - - - - U = HEIGHT COMPARTMENTS SHALL COMPLY Q ICC 606.2 ICC 606.4 "VAN ACCESSIBLE" SIGN ICC 605 3 3 " URINALS: HEIGHT URINALS CLEAR � v 0 r HEIGHT z� _ z -46 _ _ FLOOR UNE FLOOR LINE ICC 308.2.1 EXPOSED PIPES & SURFACES ICC 308.3.1 ICC 308.3.2 REACH RANGES: _ - REACH RANGES REACH RANGES. FORWARD REACH, UNOBSTRUCTED SIDE REACH, UNOBSTRUCTED SIDE REACH, OBSTRUCTED CHAPTER 4 - ACCESSIBLE ROUTES 32" MIN. _ UNOBSTRUCTED FLOOR SPACE CLEAR - FRONT Table 404.2.3.1 - Maneuvering Clearances at Manual Swinging Doors -- - - - - -- ,[ APPROACH, PUSH DOOR HARDWARE SEE ICC 404.2.3 r_______ ___� VISION LITE i I p I FRONT I SIDE Type of Use Minimum Maneuvering Clearances / HANDLES, PULLS, LATCHES, LOCKS " AUTOMATIC DOOR CONTROL. 9 HINGED APPROACH, PULL i r---- - -- -_, Perpendicular to SIGNAGE SEE: ICC 703 AND OTHER OPERABLE PARTS ON OPERABLE PARTS SHALL BE DOOR I SIDE I I Approach Direction Door Side Parallel to Doorway (beyond latch unless noted) []� ACCESSIBLE DOORS SHALL HAVE r ' ME I I Doorway tg 8--36- WITHIN ONE OR I I z MORE OF THE REACH From Front Pull 60 Inches 18 Inches A SHAPE THAT IS EASY TO GRASP i ' 0 1$„ i 12" i -- WITH ONE HAND AND DOES NOT _____ RANGES SPECIFIED IN ICC 32" MIN. 90 m From Front Push 4B Inches 12 Inches REQUIRE TIGHT GRASPING, CLEAR MIN. I IMIN. From Hinge Side Pull 60 Inches 36 Inches z « - - - - - -- SECTION 308 r 9 \ " <� �M WRSTTOOPERATE. SUCH HE - From Hinge Side Pull 54 Inches 42 Inches �"`� = d 32° MIN 404 2 6 OPERATION - - - -- g ' HARDWARE SHALL BE 34" MIN & CLEAR 0 OPERABLE PARTS SHALL BE From Hinge Side Push 421nches 22 Inches FLOOR LINE 48" MAX ABOVE THE FLOOR OR 9 3 SLIDING - - _ " OPERABLE WITH ONE HAND AND DOOR From Latch Side Pull 48 Inches 24 Inches THRESHOLD GROUND. B SHALL NOT REQUIRE TIGHT GRASPING, ICC 404.2.3 ICC 404.2.3.1 From Latch Side JPush 142 Inches 1241nches ICC 404 2.4 WHERE SLIDING DOORS ARE IN i PINCHING, OR TWISTING OF THE MANEUVERING CLEARANCES MANEUVERING CLEARANCES: THRESHOLDS AT DOORWAYS WRIST. THE FORCE REQUIRED TO THE FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE ACTIVATE OPERABLE PARTS SHALL BE AT ICC 404 2.6 -- - 5 POUNDS MAX. DOOR HARDWARE EXPOSED AND USABLE FROM VISION LITES BOTH SIDES AUTOMATIC DOORS UNOBSTRUCTED FLOOR SPACE ICC 404.2.10 ICC 404.3 SEE ICC 404.2.3 ACCESS AISLE CAR PARKING= 60" MIN. VAN PARKING = 96" MIN. CHAPTER 5 - GENERAL SITE AND BUILDING ELEMENTS 12" CORNERS N o 1 LVSTD. PIPE T IN CO cO GALVANIZED, SET IN CONCRETE 7" FOOTING. MIN. FIN. GRADE CROWN TOP OF FOOTING. _ a CONC SLAB OR SIDEWALK INTERNATIONAL I a 1 .4 - AROUND POLE BASE SYMBOL OF o 4" GRAVEL BASE ACCESS PAINTED N III = " ON PAVING ° U - CONCRETE FOOTING a ICC 502.7 IDENTIFICATION CHAPTER 6 INTERNATIONAL SYMBOL OF 1:12 SLOPE MAX. WISLIP MET. SIGN, CEMENT SIGN T01/2" FACILITIES - ACCESSIBILITY, COMPLY WITH ICC RESISTANT SURFACE THK, RIGID, BLUE FIBERGLASS ^° STATE 703.6.3.1 BACKING WI WEATHERPROOF DISABLED -- L J ADHESIVE. ATTACH BACKING TO PARKING PERMIT ALL LETTERING TO BE 1 1/2" HIGH PIPE W/ N SE FASTENERS REQUIRED PAINTED WHITE WITH BLUE AT N TO POS ON SIGN PAACCE. , FASTEN @ BACKGROUND (BAKED ENAMEL) - - - - - - - 3" FR. TOP & 3" FR. BOTTOM OF SIGN 30" HEIGHT COMPARTMENTS SHALL COMPLY 30" ICC 606.2 ICC 606.4 "VAN ACCESSIBLE" SIGN N o 1 LVSTD. PIPE T IN CO cO GALVANIZED, SET IN CONCRETE 7" FOOTING. MIN. FIN. GRADE CROWN TOP OF FOOTING. _ a CONC SLAB OR SIDEWALK INTERNATIONAL I a 1 .4 - AROUND POLE BASE SYMBOL OF o 4" GRAVEL BASE ACCESS PAINTED N III = " ON PAVING ° U - CONCRETE FOOTING a ICC 502.7 IDENTIFICATION CHAPTER 6 - PLUMBING ELEMENTS & FACILITIES - continued WATER CLOSET & TOILET COMPARTMENTS - continued r in FREI URINALS LINE - -- -_ -_ -- L J 605 LAVATORIES & SINKS z io ICC 604.8.2 ICC 604.6.3 WHEELCHAIR ACCESSIBLE DOORS COMPARTMENTS: SIZE " MAX. i APPROACH ICC 604 9.4 GRAB BARS PIPE CONTACT PROTECTION FLOOR LINE 504 STAIRWAYS 505 HANDRAILS ICC 505.3 HANDRAILS: CONTINUITY Handrails shall be continuous within the full length of each stair flight or ramp run Handrails on switchback or dogleg stairs or ramps shall be continuous between flights or runs. HANDRAILS, COMPLY W/ ICC 505 SLIP RESISTANT TREADS COMPLY W/ ICC 302 YO RADIUS MAX. TYP. 12" MIN.�� ICC 505.10.1 L \ ,.TREAD,. 30" MAX. M 11' z ICC 5042 ^ STAIRS: TREADS AND RISERS ICC 504.4 TREAD SURFACE ICC 504.5 NOSINGS 611 WASHING MACHINES i 1'�j; I �� ICC 611.2 O W H I r r I m r in COMPLYING WITH SECTION 305. LINE - -- -_ -_ -- L J ICC 611.3 ICC 505 2 ICC 606.3 a ------ LAVATORIES &SINKS: - - - - - - - L -____J - 30" HEIGHT COMPARTMENTS SHALL COMPLY 30" ICC 606.2 ICC 606.4 ICC 605 2 ICC 605 3 LAVATORIES & SINKS: FAUCETS: SHALL COMPLY URINALS: HEIGHT URINALS CLEAR CLEAR FLOOR SPACE - WITH SECTION 309 HEIGHT FLOOR SPACE - COMPLY WITH COMPLY WITH SECTION 305 ICC 606.6 SECTION 305 FORWARD APPROACH FORWARD APPROACH EXPOSED PIPES & SURFACES 504 STAIRWAYS 505 HANDRAILS ICC 505.3 HANDRAILS: CONTINUITY Handrails shall be continuous within the full length of each stair flight or ramp run Handrails on switchback or dogleg stairs or ramps shall be continuous between flights or runs. HANDRAILS, COMPLY W/ ICC 505 SLIP RESISTANT TREADS COMPLY W/ ICC 302 YO RADIUS MAX. TYP. 12" MIN.�� ICC 505.10.1 L \ ,.TREAD,. 30" MAX. M 11' z ICC 5042 ^ STAIRS: TREADS AND RISERS ICC 504.4 TREAD SURFACE ICC 504.5 NOSINGS 611 WASHING MACHINES & CLOTHES DRYERS z w w �rz ICC 611.2 O W H CLEAR FLOOR SPACE - r in COMPLYING WITH SECTION 305. LINE - -- -_ -_ -- L J ICC 611.3 ICC 505 2 OPERABLE PARTS - a INCLUDING DOORS, LINT SCREENS, z X 'v DETERGENT AND BLEACH OO g o COMPARTMENTS SHALL COMPLY n d WITH SECTION 305 x ❑ (BELOW) a ICC 6114 �Jo M PROVIDED ON BOTH HEIGHT I °n Q - 12" MIN. z M SECTION 1 )2" MI ICC 505 5 CLEAR CLEARANCE WALL 13091 OPERABLE PARTS ICC 309.2 CLEAR FLOOR OR GROUND SPACE A CLEAR FLOOR OR GROUND SPACE COMPLYING W/ ICC 305 SHALL BE PROVIDED. ICC 309.3 HEIGHT OPERABLE PARTS SHALL BE PLACED WITHIN -�.-. ,� ONE OR MORE OF THE REACH RANGES A 24° SPECIFIED IN SECTION 306 MIAX' M CC 309.4 OPERATION OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS MAX CHAPTER 6 - PLUMBING ELEMENTS & FACILITIES 602 DRINKING FOUNTAINS 603 TOILET & BATHING ROOMS 3 1/2" MAX. 5" MAX. 15" SPOUT. ICC 602.5 SPOUT: ICC 602.5 MIN r - - COAT FOLD -DN I I HOOK SHELF _ I 1_ - -- _ MIRROR- ao I I ZXJ� ° I I L W LAVATORY - C> U CLEAR FLOOR L U SPACE CLEAR FLOOR FLOOR LINE _ _ _ _ _ FLOOR LINE_ FORWARD APPROACH SPACE ICC 602.2 PARALLEL APPROACH ICC 603.3 ICC 603.4 CLEAR FLOOR SPACE NOTE: ICC 602 4 SPOUT HEIGHT MIRRORS COAT HOOKS & SHELVES COMPLYING WITH SPOUT OUTLETS SHALL BE 36" MAX. SECTION 305. KNEE & TOE SPACE SHALL COMPLY WITH ABOVE THE FLOOR OR GROUND SECTION 306 FRR WATER CLOSET & TOILET COMPARTMENTS WALL/ 54° MIN. `36" MIN.WHEN PARTITION I GRAB BAR WALL SPACE z r 1 39" - 41" PERMITS MIN. 16° MIN. 3 12" 42" MIN. I L° 24" 18" MAX 1 Note: Other fixtures FLUSH CONTROL n 1 not allowed within MIN. " 7- I this area � � M L TRANSFER 60" MIN. M ""', SIDE CLEAR _ FLOOR - LINE ICC 604.2 ICC 604.3.1 ICC 604.4 ICC 604.5 2 WATER CLOSET: LOCATION CLEARANCE SIZE HEIGHT o GRAB BAR: REAR WALL ICC 604.5.1 - ICC 604.6 FLUSH CONTROLS GRAB BAR. SIDE WALL FLUSH CONTROLS SHALL BE 60 WATER CLOSET & TOILET COMPARTMENTS - continued COMPLY W1 ICC 309 DISPENSER c (ABOVE) =,Nz ICC NOTE: z w w �rz O W H p N r in LINE - -- -_ -_ -- L J HANDRAILS: HEIGHT ICC 505 2 LOCATION: MIN TP DISPENSER ICC 505.5 HANDRAILS SHALL BE (BELOW) m - - - - -- CLEARANCE PROVIDED ON BOTH I °n z 60" MIN ICC 505.10.2 & 505.10.3 SIDES OF STAIRS AND _ - _ - _ _ CLEAR HANDRAIL EXTENSIONS RAMPS ICC 604.7 " _ 9" ICC 604.6.2 DISPENSERS WHEEL CHAIR ACCESSIBLE COMPARTMENTS: SIZE CHAPTER 7 - COMMUNICATION ELEMENTS AND FEATURES 703 SIGNS ICC 703.2.9 SIGNS: )IGNAGE, TACTILE & ASUAL, ICC 703.2 o SIGN z w w �rz O W H p N r in LINE - -- -_ -_ -- L J ICC 703.3.11 18" LOCATION: MIN M S S architects 510 Capitol Way S. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.700,5 msgsarch.com CASTLE HILL ANNEX Renovation 623 Sheridan Street Port Townsend, WA 98368 1 6261 REGISTERED oil 1 ARC CT R. WI "LAM SL ANE STATE OF WASHINGTON Revision Number Date Sheet Title Closing Date MAY 2006 ACCESSIBILITY STANDARDS Sheet No. A0.03 State Project No. 2006 -141 G (1 -1} X — x II I X II I X j 1� I 1 I X I I Ix I I I� I X I I II � X 1 � X I II � Ix II I I 1 I I 1 I I 1 1 I 1 7th STREET 51 1 SITE PLAN 1.01J 1 " = 20' N ONTRACT MIT LINE W z Q z Q n W Cn M S architects 510 Capitol Way S. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352 7005 msgsarch.com Keynotes CASTLE HILL I FIBER OPTIC CABLE Legend IG 6261 REGISTERED ARCH T T ' LL A� R. WM SLOANE STATE OF WASHINGTON Revision Number Date Sheet Title Closing Date SITE PLAN MAY 2006 Sheet No. Al c001 State Proiect No. 2006 -141 G f1 -1► APPROXIMATE LOCATION FOR INFORMATION ONLY. NOT IN ANNEX SCOPE OF WORw, 2. 1" RIGID ELECTRICAL CONDUIT APPROXIMATE LOCATION FOR INFORMATION ONLY. NOT IN SCOPE OF WOFK 3. EXISTING PAVED PARKIN--. NO CHANGES. AREA AVAILABLE TO CONTRACTOR FOR PARKING OR Renovation LAYDOWN SPACE. 4. EXISTING CONCRETE WALK OR PAD TO REMAIN. S. EXISTING ELECTRICAL PANELS 4 623 Sheridan Street METERS TO REMAIN. WOOD Port Townsend, WA 98368 ENCLOSURE 4WOOD PANEL DOORS TO BE REMOVED 4 REPLACED WITH METAL ENCLOSURE 4 PANELS PER DETAIL Legend IG 6261 REGISTERED ARCH T T ' LL A� R. WM SLOANE STATE OF WASHINGTON Revision Number Date Sheet Title Closing Date SITE PLAN MAY 2006 Sheet No. Al c001 State Proiect No. 2006 -141 G f1 -1► 0 `B r— D M S S architects 510 Capitol Way S. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com Keynotes ® CASTLE HILL I. POWER POLE TO BE REMOVED. 2. STRUCTURAL COLUMN TO REMAIN. 3. EXISTING DRAFT STOP ABOVE CEILING TO REMAIN. 4. REMOVE ELECTRIC WATER COOLER 5. CONCRETE PAD, FLOOR OR WALK TO REMAIN. 6. REMOVE PLUMBINCs FIXTURE. 1. REMOVE CA51NETRY AND /OR COUNTERTOP. S. REMOVE TOILET PARTITIONS. 9 REMOVE EXISTING: CARPET FLOORING. 10. REMOVE EXISTING CERAMIC TILE FLOORING: AND WAINSCOT. 11. ELECTRICAL PANEL TO REMAIN. 12. ELECTRICAL RISER CONDUITS TO REMAIN, 13. EXISTING: TACKBOARDS / WHITEBOARDS TO BE REMOVED, AND TURNED OVER TO OWNER 14. REMOVE EXISTING ACCORDIAN PARTITION DOOR, TRACK AND HEADER ABOVE. 15. REMOVE EXISTING PUSH -PAP FOR AUTOMATIC DOOR OPERATOR I6. REMOVE EXISTING WOOD CHAIR RAIL. n. REMOVE AUTOMATIC DOOR OPENING HARDWARE. 18. REMOVE KEYPAD. 19. REMOVE ALL WINDOW COVERING. 20. SAVE SASE CABINETS FOR REUSE. 21. ALTERNATE NO. 2, REMOVE EXISTING ENCLOSURE 4 DOORS. 2 I JANITOR - -- yam\ J XI SHOWE \ I 110_ Ir I FAMILY I I I I I VISIT I I STORAGE I I I \�\ 105 ii 102 !I I II II I M II II I IIII I I I I I IIII I I I I I WAITING IIII I I I I I II AREA - -� - - -�J I I I 19 108 — 1 I I TYP. O / I VIEWING I I I / III I I �� ROOM I I - - - - -- __�{ I 0 Legend M 1-- I r - - - -- I a I IIII 0 I I I EX15TINO MALL TO 1111 I i REMAIN. I IIII I ( I I JI I _ FRAME TO REMAIN. I r- - - - -- -_� IIII \ II I II � II J 1 J DCFS. w SUPV. n EXISTING FLOOR PLAN N 114!'= V-0" 0 2' 4' 8' SCALE: 114!'= F -0" R ANNEX Renovaotion 623 Sheridan Street Port Townsend, WA 98368 1211 REGISTERED A Revision Number EX15TING WINDOW 4 I Date FRAME TO REMAIN. — — — — — — EXI5TIN6 WALL TO I Sheet Title — — — — — — BE REMOVED. 1 I EXISTING POOR 4 FRAME TO 13E OF WASHINGTON Closing Date MAY 2006 REMOLD. EXISTING/ _ - - -_ EXI5TINGWINDOW4 DEMOLITION _ — FRAME TO BE REM°"IED. FLOOR PLAN Sheet No. A2.01 State Project No. 2006 -141 G (1 -1) ------------- ------------------------------- 1 r —� r -1 r -1 r —, r -1—(�) rC7� r -1 r�]lI r_l r��]I r -1I r —, r -1 I I I I I I I I I I I I I T,-P. I I TYP. I I I I I I I I I I I I I I I I 1 1 1 1 1 1 L��J L —J ,C" LUJI L —J L��J JUh L —J L —J L_J r —� I I I —J I----- L - - - --� ---- I----- L----- L----- I----- �I - - - - -� -- i- --I— L - - -- ----- 1----- J----- 1----- I - - - - -} ---- -F - - -- L— I - - - -I I I I I I I I I I I I I I ! 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M S 9 S architects Keynotes I. LINE OF DRAFT STOP WALL ABOVE TO REMAIN. 2. GWB CEILM TO REMAIN. 3. Gm CEILING: TO BE REMOVED. 4. EXISTING HEADER AT ACGORDIAN PARTITION DOOR TO BE REMOVED, 5. EXISTINCs ROOF VENTS TO BE REMOVED. SAWCUT NEW 16"x24" HOLE FOR NEW VENT. b. REMOVE 'L' METAL, AT ALL WALL LOCATIONS. 1. SAWCUT NEW 16 "x24" HOLE FOR NEW VENT. Legend 1-164-T FIXTURE TO REMAIN ' - - - - -L 1 1 SUSPENDED GEILING 15Y5TEM TO 13E 4 — — — — — REMOVED F- L — — — — F 1 LIGHT FIXTURE TO ! L) I 13E REMOVED L _ J F - I SUPPLY AIR GRILLE /\ i — � TO 13E REMOVED r � I I RETURN AIR GRILLE / — J TO BE REMOVED EXHAUST FAN TO BE I] REMOVED 510 Capitol Way S. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com CASTLE HILL ANNEX Reno*ation 623 Sheridan Street Port Townsend, WA 98368 1 /t REGISTERED ARCHI R. WILLIAM SLOANE STATE OF WASHINGTON Revision Number Date Sheet Title Closing Date MAY 2006 EXISTING'/ DEMOLITION REFLECTED CEILING PLAN Sheet No. A2.02 State Project No. 2006 -141 G (1 -1) 6i I 5 COUNTY ENGINEER 713 TRANSPORTATION 8 ENGINEER MANAGER 114 OPEN OFFICE 116 114 113 ff-'! 0 I I I I I I I I I I I I I I 115 I A I 1 I I I 3 I 3 IS I TYP. I I I I I OPEN OFFICE 110 I I I 3 I I I I i I N 5 A4.01 COPY /WORK �? ROOM I I a W I 712 9 I I I CONE ROOM 175 I I I I I I W I d 4 IZ 11 165 -4 6 W -I BREAK N S A4.01 ROOM 117 9 W I 12" 10 MIN. - -- -- -- 0 � I A5.02 4 I 2 1 16 I 1 I A5.05 I ALTER ATE W I II NO.2 PUBLIC WORKS DIRECTOR I 0 109 I O ALIGN 109 C FEC 11'6 108 106 A B I I OMUD ROOM U 108 1 5' "t I � 111 I\ I E STORAGE , V IN A4.01 S 771 L -�J W I I I I I I I OPEN OFFICE I 102 � I 12 -------------- ,- - - -- - - -- N 5.03 W , 2 " A5.03 121 I .-. W 1 - � 1 ® 1 - 1 � (1 IT ROOME I 1 •' 1 FI 031 14 MIN ENTRY 10 CONF. ROOM= E C I 121 11 WAITING 101 I 100 I I 7,972 GSF NEW FLOOR PLAN N A2.03 114'= 1' -0" 0 2- 4' 8' 3 2 SCALE: 114 '= 1' -Y' 1 D M S 9 S architects 510 Capitol Way S. Olympia, WA 98501 Tel 360.943.6774 I -E79 TOILET Keynotes ® T 11 L NEW PULL -DOWN ROOF ACCESS STAIRWAY. ROOM 2. ALTERNATE NO. 2, NEW METAL ROOM E ENCLOSURE t DOORS AT 119 /W2 1 O N q.01 S SEE 4 8 N A4.01 S DETAIL 5.03 119 120 W CHASE, 2" WALL, PROVIDE NEW SOUND 5ATTS t NEW GWS. 116 N TOILET ROOM 106 FOR JANITOR HALL I 118 SINK PLUMBING 6. FURR EXISTING WALL, SEE WALL Port Townsend, WA 98368 TYPE W -5. 1 18 9„ INSTALLED. I INSTALLED. 6 W -I BREAK N S A4.01 ROOM 117 9 W I 12" 10 MIN. - -- -- -- 0 � I A5.02 4 I 2 1 16 I 1 I A5.05 I ALTER ATE W I II NO.2 PUBLIC WORKS DIRECTOR I 0 109 I O ALIGN 109 C FEC 11'6 108 106 A B I I OMUD ROOM U 108 1 5' "t I � 111 I\ I E STORAGE , V IN A4.01 S 771 L -�J W I I I I I I I OPEN OFFICE I 102 � I 12 -------------- ,- - - -- - - -- N 5.03 W , 2 " A5.03 121 I .-. W 1 - � 1 ® 1 - 1 � (1 IT ROOME I 1 •' 1 FI 031 14 MIN ENTRY 10 CONF. ROOM= E C I 121 11 WAITING 101 I 100 I I 7,972 GSF NEW FLOOR PLAN N A2.03 114'= 1' -0" 0 2- 4' 8' 3 2 SCALE: 114 '= 1' -Y' 1 D M S 9 S architects i=1 Legend EXISTING WALL TO REMAIN. EXISTING DOOR b FRAME TO REMAIN. 0 NEW STUD WALL TO UNDER51DE OF LONER GHORD OF ® ROOF TRU55. 5EE DETAIL5 IVA5DI S 12/A5DI FOR ATTAGHMENT OF FULL HEIGHT WALL5 TO ROOF TRIYSES. NEW DOOR b FRAME. 5EMI- REGE55ED C FIRE EXTIN64JI51 E MC R CABINET. Revision Number Closing Date Date MAY 2006 Sheet Title NEW FLOOR PLAN Sheet No. A2.03 State Project No. 2006 -141 G 01-11 510 Capitol Way S. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com Keynotes ® CASTLE HILL L NEW PULL -DOWN ROOF ACCESS STAIRWAY. ANNEX 2. ALTERNATE NO. 2, NEW METAL ENCLOSURE t DOORS AT ELECTRICAL PANELS. 3. NEW POWER d DATA COLUMN, SEE 4 DETAIL 5.03 4. FURR EXISTING PLUMBING Renovation CHASE, 2" WALL, PROVIDE NEW SOUND 5ATTS t NEW GWS. 5. FURR CORNER OF EXISTING TOILET ROOM 106 FOR JANITOR 623 Sheridan Street SINK PLUMBING 6. FURR EXISTING WALL, SEE WALL Port Townsend, WA 98368 TYPE W -5. 1. NEW 4'x4' PENBOARD TO 5E INSTALLED. 8. NEW 4x4' TACKBOARD TO 5E INSTALLED. 9, NEW WALL HUNG CABINETS, REFER TO INTERIOR ELEVATIONS. 10. OWNER APPLIANCE, NIC. 11. I "x4" WOOD CHAIR RAIL COUNTERSINK 4 PLUG FASTENERS. 12. NEW CASEWORK, SEE 1 DETAIL A5.03 13, MOP RACK 14. NEW HOT WATER HEATER SEE PLUMBING DRAWINGS. 15. NOT USED. 16. NEW 6'x4' PEN5OARD TO BE / INSTALLED. fl. NEW 8'x4' PENBOARD TO 5E 6261 ERED INSTALLED- \/J CT Fillau IS. ALTERNATE NO. 3, WINDOW COVERINGS. m - 13 RELOCATED SASE CA5INET WITH R. WILLIAM SLOANE NEW P. LAM COUNTERTOP + STATE OF WASHINGTON 13ACKSPLASH. 20.INFILL EXISTING HOLE IN WALL A50VE DOOR WITH WOOD STUDS t 5/13" GW5 EACH SIDE TO MATCH EXISTING WALL THICKNESS. i=1 Legend EXISTING WALL TO REMAIN. EXISTING DOOR b FRAME TO REMAIN. 0 NEW STUD WALL TO UNDER51DE OF LONER GHORD OF ® ROOF TRU55. 5EE DETAIL5 IVA5DI S 12/A5DI FOR ATTAGHMENT OF FULL HEIGHT WALL5 TO ROOF TRIYSES. NEW DOOR b FRAME. 5EMI- REGE55ED C FIRE EXTIN64JI51 E MC R CABINET. Revision Number Closing Date Date MAY 2006 Sheet Title NEW FLOOR PLAN Sheet No. A2.03 State Project No. 2006 -141 G 01-11 MS 9 S architects Keynotes I. EXISTING GWB CEILING TO REMAIN. 2. EXISTING% FIRE DRAFT STOP TO REMAIN. 3. NEW FIRE DRAFT STOP: 5/8" GWB ON ONE SIDE OF STUDS OR TRUSS FROM CEILING UP TO 50TTOM OF TRUSS TOP CHORD. 4. NEW SOFFIT VENT a LOCATION OF EXISTING VENTS. 5. CUT IN NEW SOFFIT VENT. Legend Al .LL- D 510 Capitol Way S. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com CASTLE HILL ANNEX Renovation 623 Sheridan Street Port Townsend, WA 98368 �o REGISTERED R IT .� W R. WILLIAM SLOANE STATE OF WASHINGTON NEW 5U51PEWED CEILING 5Y5TEM. NEW G.W.B. GEILING. NEW LIGHT FIXTURE5. NEW MEGHANIGAL SUPPLY AIR GRILI NEW MEGHANIGAL RETURN AIR GRILLE. Revision Number Date Sheet title Closing Date MAY 2006 PLAN 24 °x24" METAL I AGGE55 PANEL. Sheet No. State Project No. 2006 -141 G (1 -1) NEW NEW RECESSED CAN LIGHT PER SPEGIFIGATIONS. REFLECTED EXHAUST FAN, 5EE CEILING MEGHANIGAL DWGS. PLAN 24 °x24" METAL I AGGE55 PANEL. Sheet No. State Project No. 2006 -141 G (1 -1) 5 0 I T I T I DESK BOx92x32h O I O I / \ F- BOOKCASE 1 37x12X60h 11 F \ "L "6left or nHhfB m � m J I� L — 163x17x63h Kai Iw Ir - - -� a.°oll — C_— __-- - - -5 -- - -_— BOOKSHELF 47x12A3h J Vol it I.; COUNTY I III =ml I I Immll ENGINEER I L - J L �I 113 IF- I II m i II A� II I I I \ --JI I I� —i II I � II III _ — J / 11 I \ —JI 6X87I BX76h 31x2h 366188X2h 3X&7 / 11 113 IF- I \ —JI I / -] I I\ II u u II 1 IL —/ L I \ BOOKCASE 48x12x60h I �- - \\\ TABLE I m 84z48x30h —� \ / Fl B 2S3H I U I TABLE I SAFER 1 2X36z30h L_J I I LL I I LATERAL FILE I I I r I TRANSPORTATION & \/ I l ENGINEER MANAGER 114 t=_/ ° 0 JI I I � G 114 o MAP 3'x4' MAP 3'24' I MAP4_ it TABLE I l FlLECAB I I 4DME 09 I ll 72x72x36h I I I 11 - -� —J I FILE CAB MAS I� L� 4x18 j 11 t _ " I I MAPS I I O I I H 2478 I — 1( II �.(/ II L _ — -f I I r �I FILE CAB l'0J IYAII IOmll 10II l\ I /I/ I 1\ I ———�J- - TTT— TT7„ T„� - -- m � m �m-L J- -L J r a� I - -J SHELVING I 47x17x29h TBOOKSHELF 47x12,00 DESK J CORNER I 30x3Dx29h I COMP. DESK 60x30x29h nm _ —J ;o I -J _ I I I LL 1 r= °IoIc�I — � I TABLE I 72x3Dx29h I 5 I I � L — J 96x48x29 F- BOOKCASE 1 37x12X60h 11 F I SHELVING I I� L — 163x17x63h Kai Iw Ir - - -� a.°oll — C_— __-- - - -5 -- - -_— BOOKSHELF 47x12A3h J Vol it I.; I DESK I III =ml I I Immll 60x30X29h I L - J L �I I IF- I II m i II A� II I I I \ --JI I I� —i II I � II III _ — J / 11 I \ —JI 0E I IF- II 1 IL —_/ / 11 11 H u II IF- I \ —JI I / -] I I\ II u u II 1 IL —/ L I \ _ �I L---- I �- - \\\ 490x,9x,9 I r I Ir / Fl B 2S3H I U I TABLE I SAFER 1 2X36z30h L_J I I LL I I LATERAL FILE I I I ———�J- - TTT— TT7„ T„� - -- m � m �m-L J- -L J r a� I - -J SHELVING I 47x17x29h TBOOKSHELF 47x12,00 DESK J CORNER I 30x3Dx29h I COMP. DESK 60x30x29h nm _ —J ;o I -J _ I I I LL 1 r= °IoIc�I — � I TABLE I 72x3Dx29h I 5 I I � L — J 4) (3 - I '- m I u' I I m I m I m I MAPr I// \\ l aG LANSI'LANS1 i 1 0 1 212x36 / ` °y(� `7/ LATERAL FILE 12xI5112x151 r — — — -{11 DESK o f L w J IW 8Dx36x3Bh 116 I 1 m w L m (I •1) j I- - -- J -I- J I I I B'xb'x36h I LL I- Ilmml L �` L J ml �/ I-- - - -�I LL__JJ I_- ��� IrI� DESK I I I I 6Dx36x30h I ° I AB 6x3Bh) I I e I I TI BOOKCASE 78x36x36h I J \` — — - -- <� a� -a O I m II DESK I I TABLE II II 77x38x30h JI 72x36x29.5h u I I J L — rF— J I II I I II ym I� fi n I L T -- om I II /<1\ Fl )/ ilk -- I i FILE CAB `\ I 1 _ _ _L 11 FILE CAB. — — — BOOKCASE T BOOKCASE -I l r BOOKCASE T BOOKCASE 11 I 37x1 -- 372 ---- - -- i i --- - - - - -� 37TOh- - 37x ---- I I I I 1 B I I I I I l L_ JI 96x48x29 I I I IL J I SHELVING I I� L — 163x17x63h 115 I — A — C_— __-- - - -5 -- - -_— BOOKSHELF 47x12A3h J I I DESK I III — J r I \ 60x30X29h I L - -- -- I IF- I °m III II 1 IL�/ I \ --JI I I� —i II I � II III _ — J / 11 I \ —JI 0E I IF- II 1 IL —_/ / 11 11 H u II IF- I \ —JI I / -] I I\ II u u II 1 IL —/ L I \ _ �I L---- I �- - \\\ / Fl B 115 B I SAFER 1 L_J \I r T-� \/ I l 0 o Lm on goo x0 i sA 4) (3 - I '- m I u' I I m I m I m I MAPr I// \\ l aG LANSI'LANS1 i 1 0 1 212x36 / ` °y(� `7/ LATERAL FILE 12xI5112x151 r — — — -{11 DESK o f L w J IW 8Dx36x3Bh 116 I 1 m w L m (I •1) j I- - -- J -I- J I I I B'xb'x36h I LL I- Ilmml L �` L J ml �/ I-- - - -�I LL__JJ I_- ��� IrI� DESK I I I I 6Dx36x30h I ° I AB 6x3Bh) I I e I I TI BOOKCASE 78x36x36h I J \` — — - -- <� a� -a O I m II DESK I I TABLE II II 77x38x30h JI 72x36x29.5h u I I J L — rF— J I II I I II ym I� fi n I L T -- om I II /<1\ Fl )/ ilk -- I i FILE CAB `\ I 1 _ _ _L 11 FILE CAB. — — — BOOKCASE T BOOKCASE -I l r BOOKCASE T BOOKCASE 11 I 37x1 -- 372 ---- - -- i i --- - - - - -� 37TOh- - 37x ---- I I I I 1 B I I I I I l L_ JI 96x48x29 I I I IL J I 115 I — A — I I I I ( L I I — J L — J r I \ I I II I II I IL —/ / 11 I IF- I II \ —JI I I I II 1 IL�/ I \ --JI I I� —i — -11 _ -CCaE_ ROOM _ — J / 11 I \ —JI 0E I IF- II 1 IL —_/ / 11 I IF- I \ —JI I / -] I I\ 1 I I II 1 IL —/ L I \ _ �I L---- I �- - IL J - -J 115 B e maul B I TOILET TOILET ROOM ROOM 119 120 116 I HALL 118 118 I I IL — \ II II II 1 \ .JI IL _ / L�_�J BREAK ROOM I I 117 I F= 1 II - 32X12x60h J--- r —_ - - -- - T -j _r BOOKSHELF -?I I I OPEN L 37x72x30h J II WORKTABLE I II I ii OFFICE — — 77x36x29h ll II I D FILE CAB FILE CAB ii I I I uo- u � — I 2 1 U w I LL �I LL I WORK TABLE / l 84x24x38h 2 h --IL-- - - - -1— n ( I T I rN \ —J\ C L /m II I \ PUBL WO—RKS IR CTOR 0 m � \ U m HRED I \\ I r BOOKSHELF T BOOKSHELF J 37x12z30h J_ 37x12x60h - iLBOOKC ASE I BOOKCASE -T --------- — - 37x1 h J_ 37x12x60h J DESK 60x36x30h DII� l09 r—BC —1 36x12x84h \ n I I I rfc 1 1iI 108 u r -- II m IT A ii I a 7L6x30h I MUD II I W I ROOM 105 F-- LI - -J F- -7 -r J i J i —i_ i_ i w w I I I I o 0 0 o LL LL LL W I LL I LL I LL I L- L J— J F 1— —I I I I I I I I L L_J J L---- J---- -L - - -- ----- - - - --1 L - - -- D HALL 105 COPY /WORK STORAGE ROOM 712 777 IT - - - -- ROOM F - ::1 !71 - - - -- - - I F — — — — — — — — — — — — — — — — — 704 704 v I x I I I DESK I u O I I I I I I m 72x9DX1B.5h xl aT1 "L"is left or nght2 mT I I m I I i it J L— I II °Nic N0 R - �� ,II III °°'I n J 1 LEI RO 107 107 I \ / TOILET v\ f ROO 106 I 106 \ / 103 0 JANITOR L I I i I I i1 I L7 .1?x60h — J 102 103 O I I _ III y t� AL FI — J j j I I' i II ° ITCREDENZA — _ — r - - NI �9x2bx29h Q I LEGAL FI8C — - - - - l O L- 41112x63h� �I I I III I I I Om ,^ —� - -- �\ 64" higfl 64 "high 64" high I- YL i <x I Z N Lgn L �x Z$! 5� d L 121 / CONF. IL \ I II ROOM II I \ —JI 121 IL —/ L - -- J OPEN h 42 "high OFFICE 102 II RW [ALFII� Rw r — — r Flff � i 2DRW I R I � \I I–_ --J 3ALF10 DR N m DRILE I I-\ yy46u�o Nal sL.l., x m AL FILE i 487XCBx801 DR I N'S30 lol ENTRY 100 FEC F- — \ WAITING 101 loo F-_- F-_--1 I F- - --1 I I \ —/ I \ —/ l IL J L_ J I III 72x36x3Dh I IT L III I I LATERAL FILE 11 1 TABLE 72x366x30h L Ilr - — J II I LATERAL FILE I LATERAL FILE 11 F- BOOKC T ASE 111 (c II L 37x12x60h J It TABLE HI I II r -h II 72x36x3Dh moll n III ° L �J ly All �1 III I O- l 1 LI — T- - - -- r - - -� 1 °„ l i iii I I l0- I IL - -- J I LATERAL FILE r m LE 1 BOOKCASE J 1 I O m I I- L -- -L 37x12x6Dh J it m J o LT - -- tI FILE CAB F- BOOKCASE -1 I 37x12x60h - -� G -� -_ -- -_Tr 1 I FILE CAB Illtiol — 1 ( I I FILE CAB I I > —1\ r - - -- ilxl lllm'l TABLE 400x360 1 I' S IIllol III IH^ lmml I IIiLJ r -- - j Iii r—T-7 TABLE 4 �Amz I I LL Q W U LL 7236z30h III I I U I U s I I TABLE j 7?x36x30 h r OOKCSE 1 I 37x12x60h I I I it T FOR ILLUSTRATIVE PURPOSES ONLY 1 FURNISHINGS PLAN N A2.05 1/4" = 1' -0" 0 2' 4' 81 3 2 SCALE: 114!'= 1' -0" D M S architects i C Keynotes Legend 510 Capitol Way S. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com CASTLE HILL ANNEX Renovation 623 Sheridan Street Port Townsend, WA 98368 I , �1\�tj rh t l' V lU'Vly OG4i��,1J REGISTERED CHI E R. v � o R. WILLIAM SLOANE STATE OF WASHINGTON Revision Number Closing Date Date MAY 2006 Sheet Title FURNISHINGS PLAN Sheet No. A2.05 State Project No. 2006 -141 G (1 -1) I I I I I I OPEN h 42 "high OFFICE 102 II RW [ALFII� Rw r — — r Flff � i 2DRW I R I � \I I–_ --J 3ALF10 DR N m DRILE I I-\ yy46u�o Nal sL.l., x m AL FILE i 487XCBx801 DR I N'S30 lol ENTRY 100 FEC F- — \ WAITING 101 loo F-_- F-_--1 I F- - --1 I I \ —/ I \ —/ l IL J L_ J I III 72x36x3Dh I IT L III I I LATERAL FILE 11 1 TABLE 72x366x30h L Ilr - — J II I LATERAL FILE I LATERAL FILE 11 F- BOOKC T ASE 111 (c II L 37x12x60h J It TABLE HI I II r -h II 72x36x3Dh moll n III ° L �J ly All �1 III I O- l 1 LI — T- - - -- r - - -� 1 °„ l i iii I I l0- I IL - -- J I LATERAL FILE r m LE 1 BOOKCASE J 1 I O m I I- L -- -L 37x12x6Dh J it m J o LT - -- tI FILE CAB F- BOOKCASE -1 I 37x12x60h - -� G -� -_ -- -_Tr 1 I FILE CAB Illtiol — 1 ( I I FILE CAB I I > —1\ r - - -- ilxl lllm'l TABLE 400x360 1 I' S IIllol III IH^ lmml I IIiLJ r -- - j Iii r—T-7 TABLE 4 �Amz I I LL Q W U LL 7236z30h III I I U I U s I I TABLE j 7?x36x30 h r OOKCSE 1 I 37x12x60h I I I it T FOR ILLUSTRATIVE PURPOSES ONLY 1 FURNISHINGS PLAN N A2.05 1/4" = 1' -0" 0 2' 4' 81 3 2 SCALE: 114!'= 1' -0" D M S architects i C Keynotes Legend 510 Capitol Way S. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com CASTLE HILL ANNEX Renovation 623 Sheridan Street Port Townsend, WA 98368 I , �1\�tj rh t l' V lU'Vly OG4i��,1J REGISTERED CHI E R. v � o R. WILLIAM SLOANE STATE OF WASHINGTON Revision Number Closing Date Date MAY 2006 Sheet Title FURNISHINGS PLAN Sheet No. A2.05 State Project No. 2006 -141 G (1 -1) -------- - - - - -- � - - - - - - - ---- - - - - -- - - - - - - - � - - - - - - - c I - -_ - - -- -- I Ir -- - -- — ----- _�-- __--- _ /______- - -_ - -- -- �_-- __ = - -- I I� r 14 PHOLLO I I CE 4- --P I I s_ II I SLOPE 66:z 6:1 I I I II � II I nn i I o II I I w I I I II II I I d- -T� I L CD� Ih n^ TYP S 2 T 3 RIDCsE S I 12 u u l I L� c l l I TYP. � --0-P I II I� I I II n I I �O-F II I- - -� --b �0� - -J I I I II � II I II Lu SLOPE II _ I� SLOPE I — I I 6 I I 6,12 I I II II I I II II I I II II I I �I PoTO I I�— 1 8 CELL 8 8� - - - - -- ` —J I I I II=II a N !is I l`II--------------------- - - - - -j L----------------- - �- -- 11-11 --- - - - - -- n C3 TYP. C3 El DEMOLITION ROOF PLAN 1/8" = 1' -0° MS 9 S architects Keynotes I. REMOVE EXISTING LADDERS. 2. REMOVE EXISTING DUCTWORK THAT PENETRATES THE ROOF. 3. REMOVE EXISTING HVAC UNITS 4 WOOD SLEEPERS. 4. REMOVE EXISTING BITUMINOUS ROOFING 4 CAP SHEET ROOFING. REMOVE ALL EXISTING CANTS 4 CRICKETS. REMOVE EXISTING SHEET METAL 4 ROOFING FROM ALL BUILT -UP CURBS. 5. EXISTING PLUMBING VENT PIPE, REMOVE EXISTING FLASHING. 6. EXISTING EXHAUST HOOD. REMOVE t SAVE FOR REINSTALLATION WITH NEW ROOF. 1. REMOVE EXISTING CEDAR SHINGLES 4 UNDERLAYMENT. THOROUGHLY CLEAN EXISTING PLYWOOD SHEATHING TO REMOVE LOOSE ROOFING AND DEBRIS PRIOR TO NEW ROOFING INSTALLATION. S. REMOVE EXISTING METAL WALL VENTS ON INSIDE FACE OF PARAPET WALL. a REMOVE EXISTING PLASTIC ROOF DRAIN ASSEMBLY 4 DEBRIS CAGE. 10. PROVIDE NEW 6 12° DIAMETER HOLE IN ROOF FOR NEW OVERFLOW ROOF DRAIN. Il. EXISTING PLUMBING VENT PIPE FLASHING TO BE REMOVED_ 12. EXISTING SOFFIT VENTS TO BE REMOVED. 13. REMOVE EXISTING GUTTERS. 14. REMOVE EXISTING HVAC UNIT. PROVIDE TO OUNER Abbreviations D.S. DOWNSPOUT 510 Capitol Way S. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com CASTLE HILL ANNEX Renovation 623 Sheridan Street Port Townsend, WA 98368 Q �F REGISTERED i R C I CT R. WILLIAM SLOANE STATE OF WASHINGTON Revision Number Date Sheet Title Closing Date MAY 2006 EXISTING/ DEMOLITION ROOF PLAN Sheet No. A3.01 State Project No. 2006 -141 G (1 -1) 150:?.q i6c S ys �� NEW MODIFIED BITUMEN 6 CAP SHEET ROOFING: ��{{ /� A3.02 NEW UNDERLAYMENTS � �{ ! �}) J T ("4t ( t4 I I 25 NEW ICE 4 WATER SHIELD NEW COVERBOARD -12" PLYWOOD NEW ROOF NEW OVERFL � NEW RIGID INSULATION DRAIN ARAM 1 0 ISTING PLYWO R L)1� SH EATHING Jew f�i�7A�y SECTION @ DRAIN SUMP tC_ C a0 /- Iat ,1 1,, = 11-01, NEW RIGID INSULATION NEW ICE 4 WATER SHIELD NEW MODIFIED BITUMEN CAPSHEET ROOFING NEW OVERFLOW DRAIN 4 NEW ROOF DRA 6 SECTION @ DRAIN SUMP 3.02 ) 1" = 1' -0" EXISTING ROOF MOUNTED EXHAUST FAN NEW SS FASTENERS TO REPLACE EXISTING FASTENERS. INSTALL W/ NEW NEOPRENE WASHERS. 2 FASTENERS EACH SIDE OF COVER TOTAL 8 EACH HOOD NEW PREFINISHED 24 GA. G.I. FLASHING SKIRT. POP RIVET TO EXHAUST FAN HOOD MOUNTING FLANGE 2 RIVETS EACH SIDE TOTAL 8 RIVETS EACH HOOD NEW MODIFIED BITUMEN / CAP SHEET ROOFING NEW RIGID INSULATION CANT NEW I2 " PLYWOOD COVERBOAR NEW 4" RIGID INSULATION --\ EXISTING PLYWOOD ROOF SHEATHING EXHAUST FAN 7 MOUNTING CURB DETAIL 3.02 3" = 1' -0" NEW UNDERLAYMENTS STOP AT TOP OF CANT STRIP NEW RIGID INSULATION CANT STRIPS d REINSTALL EXISTING METAL CURB. VERIFY HEIGHT NEW PRESSURE TREATED 4xb W/ 12" PLYWOOD SPACER CONTINUOUS AROUND CURB INSTALL WOOD BLOCKING BETWEEN STRUCTURAL FRAMING IF MISSING AROUND OPENING 3� ROOF HATCH 327 3" = -00 LA D 3 INGi�� ETCH I R R HVAC UNIT HOLD DOWN STRAP, 4 REQ'D. SEE MECHANICAL DRAWING DETAIL FOR ADDITIONAL INFORMATION NEW PREFINISHED 24 GA COUNTER FLASHING AROUND CURB UNDER 14VAC UNIT -,-'\/— � 2\ HVAC CURB DETAIL 3" = 1 ' -0" METAL CURB WITH 2x4 WOOD NAILER 4 GASKET FURNISHED W/ HVAC. REFER TO MECHANICAL DRAWINGS 11/2"1 THICK RIGID INSULATION INSTALLED INSIDE METAL ROOF CURB PRESSURE TREATED 4x6 W/ 12" PLYWOOD SPACER CONINUOUS a EDGE OF METAL CURB REMOVE RIGID INSULATION 4 ROOF SHEATHING ONLY a LOCATION OF SUPPLY 4 RETURN AIR DUCTS PENETRATIONS. ROOF SHEATHING 4 INSULATION TO REMAIN UNDER HVAC ROOF CURB AT ALL OTHER LOCATIONS REMOVE EXISTING METAL SCREEN /LOUVER FROM EXISTING: DOU5LE SOFFIT LU VENTS. 0- EQ CUT SOFFIT OPENING TO DIMENSIONED SIZE NEW ROOF PLAN 1.02 1/8" = 1 ' -0" = WIN M S architects Keynotes L EXISTING PLUMBING VENT PIPE. INSTALL NEW LEAD FLASHING TURNED DOWN INTO PIPE. 2. EXISTING EXHAUST HOOD. 3. NEW METAL OVERFLOW ROOF DRAIN. 4. NEW METAL ROOF DRAIN. 5. EXISTING ROOF VENT AT SOFFIT TO REMAIN. b. INSTALL NEW PREFINISHED METAL GUTTER PROVIDE FULL RANGE OF STANDARD COLORS TO ARCHITECT FOR COLOR SELECTION. 1. INSTALL NEW PREFINISHED METAL DOWNSPOUT - CROSS- SECTION SHALL BE 2- 12 "x4 ". S. INSTALL NEW BITUMINOUS ROOFING WITH CAP SHEET. 3 NEW ROOF HATCH. 10. INSTALL NEW COMPOSITION SHINGLE ROOFING 4 UNDERLAYMENT. 11. LINE OF BUILDING BELOW. 12. NEW TAPERED RIGID INSULATION CRICKET. USE 12" PER 12" TAPERED RIGID. PROVIDE RIGID INSULATION CANT STRIP a INTERSECTION OF CRICKET 4 MAIN ROOF FOR ANY VERTICAL HEIGHT DIFFERENCES. Legend _ EXISTING 4 NEW UNDER- SOFFIT PREFINISHED METAL VENTS. INDICATES NEW ICE 4 WATER SHIELD UNDERLAYMENT 510 Capitol Way S. Olympia, WA 98501 Tel 360.943,6774 Fax 360.352.7005 msgsarch.com CASTLE HILL ANNEX Renovation 623 Sheridan Street Port Townsend, WA 98368 szst REGISTERED ��A``RCHI CT R. WILLIAM SLOANE STATE OF WASHINGTON 11 Revision Number Date Sheet Title Closing Date MAY 2006 NEW ROOF PLAN &ROOF DETAILS Sheet No. A3.02 State Project No. 2006 -141 G (1 -1) z� I 27 21 zs = a o INTERIOR FINISH SCHEDULE 24 \ WALLS MS S 26 @ ROOM ROOM NAME FLOOR BASE NORTH EAST SOUTH WEST CEILING REMARKS P 103 NO architects 24 24 24 MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MAIL FINISH HEIGHT -- 100 ENTRY W -OM RUB GWB (E) P GWB P GWB P GWB (E) P GWB P +9' -0" 510 Capitol Way S. Q 0 Y6 / 101 WAITING CARP RUB GWB P -- -- GWB (E) P GWB (E) P ACT -- +9' -0° Olympia, WA 98501 25 25 v 102 OPEN OFFICE CARP RUB GWB (E) P GWB (E) P GWB (E) P GWB (E) P ACT -- +9' -0" -- Tel 360.943.6774 103 JANITOR SV CSV GWB /P.LAM P / -- GWB /P.LAM P / -- GWB /P.LAM P / -- GWB /P.IAM P / -- GWB P +9' -D" -- Fax 360.352.7005 EAST SOUTH WEST NORTH 104 IT ROOM CONC (E) (E) (E) -- (E -- (E) -- (E) -- (E) -- (E) -- msgsarch.Com 3 g 3 3 105 HALL CARP RUB GWB P GWB P GWB (E) P GWB P ACT -- +9' -0" -- CASTLE HILL 106 TOILET ROOM SV CSV GWB (E) /P.LAM P / -- GWB (E) /P.LAM P / -- GWB (E) /P.LAM P / -- GWB (E) /P.LAM P / -- GWB P +9' -0" -- Keynotes 107 TOILET ROOM SV CSV GWB (E) /P.LAM P / -- GWB ( /P.LAM P / -- GWB (E) /P.LAM P / -- GWB (E) /P.LAM P / -- GWB P +9' -0" -- 1. Cs.W.B., PAINTED. 1 JANITOR 1 03 108 MUD ROOM W -OM RUB GWB (E) P GWB P GWB (E) P GWB (E) P ACT -- +9' -0" -- 2. 4 " RUBBER BASE. ANNEX A4.01 109 PUBUC WORKS DIRECTOR CARP RUB GWB P GWB (E) P GWB (E) P GWB P ACT =_ +9' -0' _= 3. 9, COVED SHEET VINYL BASE. 110 OPEN OFFICE CARP RUB GWB (E) P GWB (E) P GWB P GWB P ACT +9' -0" 4. NEW PLASTIC LAMINATE Ill STORAGE SV RUB GWB (E) P GWB (E) P GWB (E) P GWB (E) P GWB -- +9' -0' -- COUNTERTOP. 9. ADJUSTABLE SHELVES. 112 COPY /WORK ROOM CARP RUB GWB (E) P GWB P GWB (E) P GWB (E) P ACT' -- +9' -0" -- 10. PLASTIC LAMINATE COVERED 113 COUNTY ENGINEER CARP RUB GWB (E) P GWB (E) P GWB (E) P GWB (E) P ACT -- +9' -0" -- CABINET FACES AND DOORS, 114 TRANSPORTATION & ENG. MGR. CARP RUB GWB (E) P GWB (E) P GWB (E) P GWB (E) P ACT -- +9' -0° -- TYPICAL. 115 CONFERENCE ROOM CARP RUB GWB (E) P GWB (E) P GWB (E) P GWB P ACT -- +9' -0" -- 11. 4" PLASTIC LAMINATE Renovation 116 OPEN OFFICE CARP RUB GWB (E) P GWB (E) P GWB (E) P GWB (E) P ACT -- +9' -0' -- 5ACK PLA ^' 117 BREAK ROOM SV CSV GWB (E) P GWB P GWB P GWB (E) P ACT -- +9' -0' -- 12. FULL- HEi94T PLASTIC LAMINATE 118 HALL CARP RUB GWB P GWB (E) P GWB (E) P GWB (E) P ACT -- +9' -0' -- BACKSPLASH. n / 19 119 TOILET ROOM SV CSV GWB (E} /P.LAM P / -- GWB (E) /P.LAM P / -- GWB /P.LAM P / -- GWB /P.LAM P / -- GWB P +9' -0" -- I3. SINK 623 Sheridan Street 21 23 22 120 TOILET ROOM SV CSV GWB /P.LAM P / -- GWB (E) /P.LAM P / -- GWB (E) /P.LAM P / -- GWB (E) /P.LAM P / -- GWB P +9' -0" -- 14. REFRICsERATOR (N I CJ Port Townsend, WA 98368 o� 121 CONFERENCE ROOM CARP RUB GWB P GWB E P GWB E P GWB E P ACT -- +9' -0" -- 15. SHELVRJCs(NICJ 16 24 24 106 24 16. GRAB BAR LEGEND: REMARKS: n. 24 "x36" MIRROR IS. SURFACE MOUNTED TOILET 0 Ri 24 - 16 0 \ a TISSUE DISPENSER (NICJ. °' U z 15 d = F ACT T -BAR CEILING SYSTEM W/ LAY4N ACOUSTICAL CEILING TILE 19. SURFACE MOUNTED PAPER CARP CARPET TOWEL DISPENSER (NIL-) 101 CSV COVED SHEET VINYL EAST " SOUTH WEST NORTH G EXISTING 20, SURFACE MOUNTED WASTE 29 3 IS" 3 3 3 20 29 p WB PAINT RECEPTACLE, P.LAM PLASTIC LAMINATE WAINSCOT 21. SURFACE MOUNTED SOAP 2 TOILET ROOM 106 RUB RUBBER BASE SURFACEMONTE SV SHEET VINYL 22. SURFACE MOUNTED TOILET SEA W -OM WALK -OFF MAT COVER DISPENSER (N.I.C.). 23. WALL- MOUNTED LAVATORY. 24. 4' -ID" HIGH PLASTIC LAMINATE WAINSCOT W/ STAINLESS STEEL 'U' SHAPED TOP EDGE, 25. FLOOR MOUNTED SERVICE SINK 26. WATER HEATER 21 WATER RESISTANT CsID.B, PAINTED. 2 MOP RACK S REGISTERED 29. 0. INSULATE HOT WATER SUPPLY t WASTE PIPES. `IARC I CT 30. NEW TACICBOARD. 1 1 n n 31. I "x4" WOOD CHAIR RAIL, CAN I �i 6 II u I I A 1 1 I I t WILLIAM SLOANE L =__ =U L - = == ______ -__ ____� �_ ®_= TATE OF WASHINGTON 17 2I_ °= = = = =il If== ° ° °`__° -- I I - _ - _______ °_'_ °__________ °____° I 1 FASTENERS. MOUNTED AT _ / � I 15 15 = - w - • 1 15 3' -ID" AFF. 0 22 23 j k = = == 32. NO TOE KICK BELOW SINK - o., 1 n n 1 n 1 1 I I I6 z4 LO L 1 II 111 n A 1 1 1 I CABINET. 24 24 1 II II I I n 1 I I I 33. OPEN SHELF FOR MICROWAVE A 16 0 X Q @, 1 II II I I 1 A A I I �� OVEN, Oil � � 6, a � / - 1 n \ n I I ____ A I A = I I_ 34. 8 DEEP UTILITY SHELF s lg -� U z m - -- - - -- - ---- � - -- n n 1 I e I 1 I I BELOW UPPER CAB. EAST SOUTH EST NORTH EAST SOUTH WEST NORTH 3 3 Ie" 3 29 2ID 3 2 2 2 2 3 TOILET ROOM 107 4 STORAGE 1 1 1 A4.01 J 1 /4= r -o° NEW WALL HUNG CABINETS ALTERNATE NO.4 S' -ID "' MIN. 4 -3ID -12 36 -3ID -12 36 -3ID -12 l EQUAL SPACES =8' -11" I IT 21 19 0 / OPEN OPEN ' m f ' OFFICE 9 0102E I V I 24 23 24 119 24 11,01 4 II 10 9 x 24 16 "P V z M -- - -!- -- - - -- -- -- - -- - -% --- -- % - -- -7 ST SOUTH WEST NORTH EAST SOUTH WEST ' ORTH I 3 29 29 2ID 3 3 3 Revision 2 2 2 EXISTING CABINET 35 -36 -12 36 -36 -{2 36 -36 -12 Number Closing Date SUPPLIED BY OWNER ` _ _ _ _ _ _ _ / 7 TOILET ROOM F1-1 9 5 COPY WORK ROOM F171 2 A4.01 114' t.01 1 /4" = 1' -0" State Project No. 2006 -141 G ( 1 -1 ) 35 -15 -12 36 -3ID -12 . 36 -36 -12 10 9 I Date MAY 2006 Sheet Title - - - - -, ` -Vl -- (D-- INTERIOR r------- I / R -- r- - - - -1- 14 il� 33 � I I 0 I 1 9 22 \ e 19 21 ELEVATIONS 0 i 30 pop 11 3I o 31 u = = = - =� 0 m i - - - -- 4 13 12 III 117 B I I 24 24 24 120 24 _ 23 & INTERIOR A I _ I I L___-- ______ -J -- -- = Ib XQ Q FINISH in II I I II I I m :n SCHEDULE EAST SOU WEST 10 9 NORTH EA SOUTH WEST NORTH 32 3 3 36 -34 -24 36 -36 -24 3 3 29 3 18" 3 3 2ID 3 29 Sheet No. 6 BREAK ROOM 1 17 (2 )TOILET ROOM F 120 A4901 t.01 114, = 1 - -o° A4.01 114' = r -9, State Project No. 2006 -141 G ( 1 -1 ) 'L 2" 5 SIM. A5.01 W -6" 2" © 6 MULLION 5.01 J 3" = 1' -0" ALUMINUM FRAME WINDOW TYPES 3/8" = 1' -0" D D HOLLOW METAL FRQ1E I BLOGKING BE TEEN ROOF 2" TRUSSES ®I6" O.G� 2" V -0" 111111 FIRE RATING HARDWARE GROUP _ ? BRAGING TO BOTTOM GHORD OF EAGH U ROOF TRU55 WITH 5TG ROOF TRU65 GLIP — TO ALLOW FOR DEFLECTION TYPE NEW 2x4 5USPENDED GRID DETAIL CEILING Height 2x4 WOOD STUDS ® 16' O.G. Head W N ROOF TRU55E5 1 C A5. 3' -0° �� �� A5.01 Ci LU iv BATTS -- G.W.B. EAGH SIDE. 4 -- -- 101 1 C ALUM. 3' -0' 7' -0" 13/4" M 6 MULLION 5.01 J 3" = 1' -0" ALUMINUM FRAME WINDOW TYPES 3/8" = 1' -0" D D HOLLOW METAL FRQ1E WOOD 511B FLOOR / TYPICAL WALL SECTION -WALLS PARALLEL TO ROOF TRUSSES 3/4" = 1'-9' 9 7 SIM. i.GI MATC�4 EXIST. A5.01 OPENING �j W N P5101 w 8 � w A5.01 CALUMINUM FRAME �dt• -�7�l 7 B B HOLLOW METAL FRAME BOTTOM GHORD LL _' z BRAGING TO BOTTOM GHORD OF EAGH OF ROOF TRU55E5 0 — ROOF TRU55 WITH 5TG ROOF TRU55 CLIP TO ALLOW FOR DEFLEGTION NEW 2x4 5U5PENDED GRID CEILING 2x4 WOOD STUDS ® I6" O.G. TO BOTTOM GHORD OF ROOF TRU55E5 x v SOUND ATTENUATION BATTS a 5/8" G.W.B. EAGH SIDE. WOOD 5UB FLOOR TYPICAL WALL SECTION - WALLS -PERP PERPENDICULAR TO ROOF TRUSSES -�- ---- �GFLOORLINE AA ALUMINUM FRAME FRAME TYPES 3/9'= 1' -0" 3/4" = 1' -0" EXIST. GWB — EXIST. 2x6 STUD F WALL NEW CONT. SEALA k BACKING, DOOR OPENING 2" NEW 5/8" GUS WOOD SHIM — FINGER NEW 2x4 STUD WALL WITH GUARD SOUND BATT INSULATION EXIST. SHEATHING CONT. WOOD SHIM TEMPERED GLAZING, TYP. NEW 5/8" GM 2 ' �" NEW 2x4 STUD WALL WITH _ SOUND GATT INSULATION m � NEW METAL CASING BEAD m �, „ cR?D GLAZING, T1 P. r, CONT. SEALANT 4 BACKING 5 JAMB DETAIL A5.01 3" = 1' -0" (HEAD SIM.) I" FINGER GUAM U EXISTING BRICK X v VENEER NEW CONT. SEALANT 4 BACKING, ^� v NEW METAL CASING BEAD ,n CONT. SEALANT 4 BACKING, �0 DOOR JAMB 9 DOOR JAMB 5.01 3" = 1' -0" (HEAD SIM.) lippA5.01 3" = 1' -0" (HEAD SIM.) HOLLOW METAL 5/8" 211 FRAME - 1/4" TEMPERED GLAZNG �10 r ❑ ❑ DOOR SEE DOORI METAL STOP SCHEDULE 4 JAMB @ MULLION 5.01 3" = 1' -0" HOLLOW ME FRAME m m � m — r DOOR SEE SCHEDULE YMAMB @ MULLION 5.01 / 3" = 1'-0" 6LAZING GLAZING DWOOD POOR ALINUM Poole WOOD DOOR W// 1/4" TEMP. GLASS C W! 1//44" TEMP. GLASS B TEMP GLAS W/ V4" /A WOOD DOOR DOOR TYPES 3/8" = 1' -0" DOOR AND FRAME SCHEDULE I BLOGKING BE TEEN ROOF BOTTOM GHORD TRUSSES ®I6" O.G� OF ROOF TRU55E5 FIRE RATING HARDWARE GROUP _ ? BRAGING TO BOTTOM GHORD OF EAGH U ROOF TRU55 WITH 5TG ROOF TRU65 GLIP — TO ALLOW FOR DEFLECTION TYPE NEW 2x4 5USPENDED GRID DETAIL CEILING Height 2x4 WOOD STUDS ® 16' O.G. Head TO BOTTOM CHORD OF Sill ROOF TRU55E5 1 C x 3' -0° 16 1 3/4" v L5/6' SOUND ATTENUATION BATTS -- G.W.B. EAGH SIDE. -- -- WOOD 511B FLOOR / TYPICAL WALL SECTION -WALLS PARALLEL TO ROOF TRUSSES 3/4" = 1'-9' 9 7 SIM. i.GI MATC�4 EXIST. A5.01 OPENING �j W N P5101 w 8 � w A5.01 CALUMINUM FRAME �dt• -�7�l 7 B B HOLLOW METAL FRAME BOTTOM GHORD LL _' z BRAGING TO BOTTOM GHORD OF EAGH OF ROOF TRU55E5 0 — ROOF TRU55 WITH 5TG ROOF TRU55 CLIP TO ALLOW FOR DEFLEGTION NEW 2x4 5U5PENDED GRID CEILING 2x4 WOOD STUDS ® I6" O.G. TO BOTTOM GHORD OF ROOF TRU55E5 x v SOUND ATTENUATION BATTS a 5/8" G.W.B. EAGH SIDE. WOOD 5UB FLOOR TYPICAL WALL SECTION - WALLS -PERP PERPENDICULAR TO ROOF TRUSSES -�- ---- �GFLOORLINE AA ALUMINUM FRAME FRAME TYPES 3/9'= 1' -0" 3/4" = 1' -0" EXIST. GWB — EXIST. 2x6 STUD F WALL NEW CONT. SEALA k BACKING, DOOR OPENING 2" NEW 5/8" GUS WOOD SHIM — FINGER NEW 2x4 STUD WALL WITH GUARD SOUND BATT INSULATION EXIST. SHEATHING CONT. WOOD SHIM TEMPERED GLAZING, TYP. NEW 5/8" GM 2 ' �" NEW 2x4 STUD WALL WITH _ SOUND GATT INSULATION m � NEW METAL CASING BEAD m �, „ cR?D GLAZING, T1 P. r, CONT. SEALANT 4 BACKING 5 JAMB DETAIL A5.01 3" = 1' -0" (HEAD SIM.) I" FINGER GUAM U EXISTING BRICK X v VENEER NEW CONT. SEALANT 4 BACKING, ^� v NEW METAL CASING BEAD ,n CONT. SEALANT 4 BACKING, �0 DOOR JAMB 9 DOOR JAMB 5.01 3" = 1' -0" (HEAD SIM.) lippA5.01 3" = 1' -0" (HEAD SIM.) HOLLOW METAL 5/8" 211 FRAME - 1/4" TEMPERED GLAZNG �10 r ❑ ❑ DOOR SEE DOORI METAL STOP SCHEDULE 4 JAMB @ MULLION 5.01 3" = 1' -0" HOLLOW ME FRAME m m � m — r DOOR SEE SCHEDULE YMAMB @ MULLION 5.01 / 3" = 1'-0" 6LAZING GLAZING DWOOD POOR ALINUM Poole WOOD DOOR W// 1/4" TEMP. GLASS C W! 1//44" TEMP. GLASS B TEMP GLAS W/ V4" /A WOOD DOOR DOOR TYPES 3/8" = 1' -0" DOOR AND FRAME SCHEDULE OPENING NO. DOOR FRAME GLAZING SIZE FIRE RATING HARDWARE GROUP NOTES OTY TYPE MAT'L. SIZE TYPE MAT'L. DETAIL Width Height Depth Head Jamb Sill 100 1 C ALUM. 3' -0° 7' -0° 1 3/4" CC ALUM. -- 26x69 -- -- -- 101 1 C ALUM. 3' -0' 7' -0" 13/4" M ALUM. -- 26x69 -- -- -- 102 1 B SCWD 3' -0° 7' -0° 1 3/4" I BB HM -- 8x36 -- -- -- 103 1 A SCWD 3' -0" 7' -0° 1 314° BB HM 104 1 (E) (E) (E) (E) (E) I (E) (E) (E) (E) -- -- -- -- -- 105 1 B SCWD 3' -0° 7' -0° 1 3/4"1 BB HM I -- 8x36 -- -- -- 106 1 (E) (E) (E) (E) (E) I (E) (E) (E) (E) -- -- -- -- -- 107 1 (E) (E) (E) (E) (E) (E) (E) (E) (E) -- -- -- -- -- 108A 1 D SCWD 3' -D" 7' -0° 1 3/4" DD HM -- -- -- -- __ 1086 1 C ALUM. 3' -0° 7' -0" 1 3/4" AA ALUM. - -- -- -- __ 109 1 D SCWD 3' -0" 7' -0° 1 314° DD HM -- -- -- -- __ 111 1 A SCWD 3' -0° 7' -D° 1 314" BB HM -- -- -- -- __ 113 1 (E) (E) (E) (E) (E) (E) (E) (E) (E) -- -- -- -- -- 114 1 (E) (E) (E) (E) (E) (E) (E) (E) (E) -- -- -- -- -- 115A 1 (E) (E) (E) (E) (E) (E) (E) (E) (E) -- -- -- -- -- 115B 1 B SCWD 3' -0° 7' -0- 1 3/4" DD HM -- -- -- -- __ 116 1 B SCWD 3' -0° 7' -0° 1 3/4" BB HM -- I 8x36 -- -- -- 117A 1 B SCWD 3' -0' 7' -0' 1 3/4" BB HM -- 8x36 -- -- -- 1176 118 1 1 C (E) ALUM. (E ) 3' -0- (E) 7' -0° (E) 1 3/4" (E) M (E) ALUM. (E) (E) (E) -- -- 26x69 -- -- -- -- 119 1 A SCWD 3' -0" 7' -0" 1 3/4" BB HM -- -- -- -- __ 120 1 A SCWD 3' -0° 7' -0° 1 3/4" BB 121 1 E E E E E E E E E -- -- -- -- -- LEGEND: ALUM ALUMINUM (E) EXISTING (RE -USED) F FABRIC HM HOLLOW METAL SCWD SOLD CORE WOOD TEMP FULLYTEMPERED EXIST. METAL CASING BEAD NEW CONT. SEALANT 4 BACKNG CONT. SHIM NEW I" INSULATED GLASS NEW ALUMINUM WINDOW FRAME NEW CONT. SEALANT E BACKIN 8 DOOR - WINDOW MULLION 5.01 3" = 1' -0" NOTES: (1) DOOR & FRAME TO MATCH SIZE OF EXISTING OPENING. EXIST. METAL CORNER BEAD EXIST. 5/8" GWB EXIST. VAPOR BARRIER — EXISTING BRICK VENEER EXISTING PLYWOOD SHEATHING WINDOW JAMB 5.01 3" = 1' -0" (HEAD SIM.) 2 "x4" WOOD STUDS /8 „ 2” CAULK _ SOUND ATTENUATION S BATTS XXm C C 2x4 WOOD STUDS CAULK a 16" O.G. W/ 5/8" DOOR FRAME G.WB. OVER ANCHOR DOOR SEE DOOR SCHEDULE EXIST. R -19 BATT INSULATION 2x6 WOOD STUDS 16" O.G. EXISTING WEATHER BARRIER 2 "x4" WOOD STUDS CAULK HOLLOW METAL[ HOLLOW METAL 5/8" 2" SOUND ATTENUATION FRAME [ FRNyE C BATTS - o _ �9 I DID f 4" TEMPERED in — M d _ LAZING ❑ .n m - nRE 2x4 WOOD STUDS IETAL STOP Gt AZING CAULK 5 16" O.G. W/ 5/8" METAL STOP WINDOW FRAME G.WB. OVER ANCHOR 2 WINDOW JAMB DETAIL 5.01 3" = 1' -0" (HEAD & SILL SIM.) 1 :) DOOR JAMB DETAIL i.01 3" = 1' -0" (HEAD SIM.) MS S architects 510 Capitol Way S. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com CASTLE HILL ANNEX Renovation 623 Sheridan Street Port Townsend, WA 98368 A ' VjE ik -� 2ei ERED pT R. WILL AM SLOANE STATE OF WASHINGTON Revision Number Closing Date Date MAY 2006 Sheet Title DOOR SCHEDULE TYPES & DETAILS Sheet No. A5.01 State Project No. 2006 -141 G (1 -1; 4 5.04 NEW COMPOSITION SHINGLES NEW ROOFING UNDERLAYMENT NEW R -19 BATT INSULATION I NEW 1/2" PLYWOOD COVERBOARD NEW MODIFIED BITUMEN CAP SHEET ROOFING NEW 4" RIGID INSULATION NEW ICE 4 WATER UNDERLAYMENT I EXISTING PLYWOOD ROOF SHEATHING C NEW ROOFING UNDERLAYMENT I �� NEW TRANSLUCENT PANEL NEW 12" PLYWOOD COVER50ARD ROOF HATCH I 3 I ` NEW 4" RIGID INSULATION I NEW CAPSHEET ROOFING 1 ' OVER NEW 12" PLYWOOD I A3.0 NEW TAPERED RIGID OVER NEW RIGID INSULATION I B ® B 0 INSULATION CRICKET — -� LU i L SAS I � ----- - - - - -- - - - > > > SHAPED PRESSURE TREATED 4x6 WITH 12" PLYWOOD SPACER EXISTING PLYWOOD ROOF PREFINISHED METAL FLASHING EXISTING PLYWOOD — — — — — — — —1 — SHEATHING ROOF SHEATHING EXISTING TOP NEW ROOFING UNDERLAYMENT NEW METAL LADDER NEW RIGID INSULATION CANT EXISTING TOP W/ TELESCOPING i CHORD OF TRUSS 1 STRIP PLYWOOD ROOF ROOF SHEATHING AGAINST CHORD OF TRUSS EXTENSION 0 ni EXISTING ROOF TRUSS /84 l� 0 NEW 2x6 WOOD STUDS NEW 2x OPENING ip 16" O.C. I EXISTING BOTTOM FRAMING EX� TRUSS NEW R -19 BATT SULATI CHORD OF TRUSS NEW 3/4" PLYWOOD (WEBS BEYOND NOT SHOWN FOR CLARITY) NEW 2x6 MEZZANINE o' EXISTING TRUSS i l SUPPORT BEAM I 0 0 o 0 o I NEW 2x6 CEILING NEW SUSPENDED - = EXISTING 2x WALL EXISTING SOFFIT — JOISTS ® 16" O.C. GRID CEILING a EXISTING MASONRY VENEER 7 NEW PULL -DOWN SHIP'S LADDER a: g EXISTING BATT INSULATION NEW 5 /8" GW.B. EXISTING WALL W/ d e Q CEILING, PAINTED &IDS. EACH SIDE e @ Wm i N � NEW SUSPENDED GRID I CEILING SYSTEM SECTION AT ROOF HATCH 1 ° = 1' -0" M S ag S architects NEW PREFINISHED EAVE FLASHING J ICE 4 WATER UNDERLAYMENT OVER PLYWOOD DECK IqA I s 5.04 - NEW PREFINISHED METAL GUTTER EXISTING FASCIA PARAPET /ROOF /SOFFIT SECTION 1" = 1' -0" BUILDING SECTION >.02 114, = 1' -0" 0 2' 4' 8' SCALE: 114'= 1' -0" 510 Capitol Way S. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com CASTLE HILL ANNEX Renovation 623 Sheridan Street Port Townsend, WA 98368 K ��.t(�Irw E " PclI� N'ln REGISTERED ARCHITgCT R. VALLI'AM SLOANE STATE OF WASHINGTON Revision Number Date Sheet Title Closing Date MAY 2006 BUILDING SECTION Sheet No. A5.02 State Project No. 2006 -141 G (1 -1) TILE TRIM BOARDS, )OD TRIM WITH 2 KEW CUTS, PAINT to OI OUTLET BOXES, SEE _ I ELECTRICAL of to PANTED CLWS. PLAM OVER I "x8" WOOD BASE FINISH FLOOR ELEVATION @ POWER COLUMN BRACING TO STRUCTURE ABOVE, PER DETAIL II/A501 OR 12/A5.01 ACOUSTICAL TILE CEILING 2 "x4" WOOD, PANT I "x4" BLOCKING — I "x8" WOOD, PAINT 1 "x4" WOOD, PANT 1 "x8" WOOD BASE COVERED WITH P. EXISTING COP FLOOR SLAB HSS 3/8 "x3- I/2'kll" STEEL PLATE 12 2 3/8 "x3- 1/2 "xll" STEEL PLATE I I I I TITENSANCHOI I I I I I WITH 4" EMBEC I I I I 8 12 2 - 5.03 8 WELD DETAIL 7 BASE PLATE BLOCKRNG AS A5.03 REQUIRED A5.03 3'= 12 2 111111F EXISTING ANCHOR BOLT TO EXISTING CONCRETE FLOOR SLAB 2 5�SECTION @ POWER COLUMN EASE OU1 CORNERS 1/2" PLYU 5/8" GW� 41 PLAN @ POWER COLUMN 2 ELEVATION @ RECEPTION COUNTER F- = I - -U PI-AM COUNTERTOP a42 "AP. K3 u AI — — — VI IVn IV[ — IAl IAI IVI - IAI T T TT- I� /I I n/ r_ I Ivl )Al 1 I 'T. T �-�- IVI Ivl IV] Ivl �i -- - ------- - -- -- ------- ------ In _ _ 1 Inl - - - - -�- _ '`-- �_`_____��=== / Inl Inl IAI IAI F �i kk __ IF -�I I I I u u u u u u 1/2" PLYWOOD WITH PLAM FINISH PLAN @ RECEPTION COUNTER 2 5.03 PROVIDE (2) OD. +1116" SIZED HOLES THROUGH STEEL POST FOR POWER 4 DATA CONDUIT (3/4" ID-) 2x4 STUDS a 16" O.G. I LAM COUNTERTOP 9 34" Aff Ivl IV] I I tnI In I IAI IAI 1 a 3 "x4 "xl /4" W% STEEI WITH 3/8 "x3- 12 "xll" E PLATE, SEE DETAIL, IF u 2A A5.03 PLYWOOD, PAINT 4 ga �` 0 ` w - . . - 3 TRIM DETAIL 5.03 3" = V -0" t DATA PLAM COUNTERTOP I "x4" PANTED - - - -- WOOD TRIM - -- F------- - - - - -� PAINTED PLYWOOD ENDCAP I I I I jam-- DESK, NIC I I I I I I FINISH FLOOR END VIEW @ RECEPTION COUNTER M S S architects 510 Capitol Way S. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com CASTLE HILL ANNEX Renovation 623 Sheridan Street Port Townsend, WA 98368 4 R. WILLIAM SLOANE STATE OF WASHINGTON Revision Number Date Sheet Title MISC. DETAILS Sheet No. Closing Date MAY 2006 A5.03 State Project No. 2006 -141 G (1 -11 EXIST. WOOD TRUSS EXIST. WOOD PLYWOOD SOFFIT F.V. N� PREFINISHED 24 GA G.I. FLASHING CAP S' BEND W/ STANDING SEAMS AT 10' -0" O.C. MAX SPACED EQUALLY SS FASTENER W/ NEOPRENE WASHER SPACE FASTENERS a 18" O.C. MAX 4 MAX 4" FROM ENDS PREFINISHED 24 GA G.I. COUNTER FLASHING _ ILEM NEW MODIFIED BITUMEN W/ CAP SHEET t ROOFING EXTENDS UP PARAPET WALL EXISTING FWD. SHEATHING INSTALL ICE 4 WATER UNDERLAYMENT OVER CLEANED ROOF SHEATHING. UNDERLAYMENT TO EXTEND UP 4 OVER PARAPET WALL 4 EXTEND OUT TO COVER THE FIRST 4' -0" OF ROOF SHEATHING AT EDGE OF ROOF EXISTING WOOD WALL FRAMING. FIELD VERIFY EXACT CONDITIONS PREFINISHED METAL I \ FLASHING s GUTTER DETAIL 5.04 3" ICE 4 WATER SHIELD INSTALLED OVER METAL GLITTER 4 RUN UP OVER PLYWOOD ROOF SHEATHING AS SHOWN ON ROOF PLAN NEW 12" PLYWOOD SHEATHING NEW ASPHALT ROOFING SHINGLE SYSTEM NEW 300 FELT UNDERLAYMENT OVER ICE 4 WATER SHIELD 4 REMAINDER OF PITCHED ROOF AREAS. LAP 4" OVER EDGE OF ROOF EXIST. PLYWOOD SHEATHING PRE - FINISHED METAL STRAP s W -0" O.C. MAX 71f f PRE - FINISHED METAL GUTTER EXIST, WOOD FASCIA TO 2- 12 "x4" PRE - FINISHED METAL DOWNSPOUT NEW CONTINUOUS 24 GA G.I. CLEAT NEW 5/16 "xl 1/4" CEMENT FIBER LAP SIDING EXISTING PLYWOOD SHEATHING 5" PREFINISHED 24 GA G.I. COUNTER 5" FLASHING HEM INSTALL A LAYER OF ICE 4 WATER SHIELD UNDERLAYMENT OVER PRIMARY ROOFING. SANDWICH PRIMARY ROOFING 6' BETWEEN THIS LAYER OF ICE 4 WATER LMERLAYMENT AND THE BASE LAYER 12" OF ICE 4 WATER UNDERLAYMENT NEW SHINGLE ROOFING NEW 12 " PLYWOOD COVERBOARD r— NEW 4" RIGID INSULATION `— EXISTING PLYWOOD SHEATHING NEW SHAPED PRESSURE TREATED 4x6 WITH 12" PLYWOOD SPACER NEW ROOFING DETAIL 3" = 1' -0" NEW 5/8" 'X' Gm e Tn / �♦ U 1 o- NEW 'AMICO No. 40' 2 -PIECE EXPANSION JOINT NEW 5/8" TYPE ,X,r = Q EXIST. GIDB. EXIST. STUDS t BATT INSUL. EXIST. SHEATHI EXIST. BRICK VENEER e EXIST. WALL � NEW STUD WALL � 12" JOINT WITH BACKER ROD 4 CONT. CAULK NEW 5/8" G.W5. VAPOR BARRIER / 2x6 WOOD STUDS a I6" O.C. W/ BATT INSULATION REMOVE 12" PLYWOOD SHEATHING 5/8" G.WE CONFER NEW MOISTURE BARRIER ROOM SI[ I -I2" HIGH STEEL DECKING WITH RIBS LAYED HORIZ TO FRAME 2x2 WOOD 161, O.C. 1 "xlk FLAT BAR WELDED TO STEEL TUBE, WELD METAL 5/8" GW13 DECKING TO FLAT BAR NEW SOUN 3"x3"x4" STEEL TUBE PANEL INSULATIC FRAME cON METAL PANEL DETAIL 3" INFILL ELEVATION 1 " = 1' " -0 EXISTING ROOF 12 "1 (EXIST.) SHEATHING w�v,nas w/i1.L z 3 EXISTING .ON 4CE 'E STUDS a PRE - FABRICATED ROOF II II TRUSS WEBBING PROVIDE ONE 30" WIDE X 48" HIGH HINGED ACCESS 5 V211 PANEL WITH LATCH AT DRAFTSTOR ACCESS PANEL I II II III II SHALL HAVE 12" PLYWOOD FOR FACE IN LIEU OF GW.5. ACCESS PANEL SHALL THROUGH BELOW TRUSSES WEBS. REM 5/8" TOIL: LOWER CHORD OF SIDE PRE - FABRICATED ROOF TRUSS 5/8" vAFa NEW SIMPSON STC ROOF 2x4 L TRUSS CLIP @1 32" O.G. NEW 2 x 4 WOOD CRIPPLE WALL W/ STUDS I a 16" D.G. 4 DBL. TOP PLATE WELD MITERED JOINTS DRAFT STOP EXISTING GWB OR SUSPENDED GRID CEILING EXISTING 12 "1 (EXIST.) w�v,nas w/i1.L z 3 .ON 4CE 'E STUDS a 1/4" II II 5/8" 5 V211 1 12" 1 12" I II II III II D GATT q RENCE II II WALL TYPE W -4 architects EXISTING STUD WALL TOILET ROOMS t EXISTING STUD WALL NOTE: USE 5/8" MOISTURE - RESISTANT GW1.5. ON TOILET ROOMS AND JANITOR ROOM WALL TYPE W -5 SIDES. SCALE: 3'= 1' -0" WALL TYPE W -3 SCALE: 3'= 1' -0" 6 3/4 5 12" 5/8" G.W.B. SOUND ATTENUATION BATTS 4' -0" P. LAM WAINSCOT e TOILET ROOMS 4 JANITOR, ROOM SIDES. WALL TYPE W -2 SCALE: 3" = V-9' 5/8" GUB. SOUND ATTENUATION BATTS 4' -0" P. LAM WAINSCOT a TOILET ROOMS t JANITOR, ROOM SIDES. 43/411 3 V2" 24 WOOD STUDS a 16" O.G. 5/8" GlU6. NOTE: USE 5/8" MOISTURE - RESISTANT GIUB. ON TOILET ROOMS AND JANITOR ROOM SIDES. 4 WOOD STUDS I6" O.C. 8" G.W.B. NOTE: USE 5/8" MOISTURE - RESISTANT G.WB. ON TOILET ROOMS AND JANITOR ROOM SIDES. WALL TYPE W -1 I&I SCALE: 3" = 1' -0" 510 Capitol Way S. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352 7005 msgsarch.com CASTLE HILL ANNEX I Renovation 623 Sheridan Street Port Townsend, WA 98368 jp vil ERED T T R{ , R. WILLIA M SLGANE STATE OF WASHINGTON Revision Number Closing Date Date MAY 2006 Sheet 1 itle WALL TYPES & MISC. DETAILS Sheet No A5.04 State Project No. 2006 -141 G I1 -11 12 "1 (EXIST.) 12" 1/4" 5/8" 5 V211 1 12" 1 12" 2 1 /8° EXIST. BRICK VENEER I BEYOND WELD MITERED JOINTS I MOISTURE BARRIER 12" JOINT WITH BACKER 5/8" G.W-M ROD 4 CONT. CAULK 12" PLYWOOD SHEATHING VAPOR BARRIER 3 "x3 "xV4" STEEL TUBE PANEL FRAME 2x6 WOOD STUDS a 16" O.C. STEEL DECKING WITH PAM" FLAT BAR I WELDED TO STEEL TUBE. WELD METAL DECKING TO FLAT BAR RIBS LAYED HORIZ, R -19 BATT WELD TO FRAME INSULATION 1 -12" HIGH STEEL DECKING WITH RIBS LAYED 14OR17 TO 3 FRAME A5.04 L��R�IN 3 "x3 "x1 /4" STEEL TUBE PANEL FRAME t EXISTING STUD WALL NOTE: USE 5/8" MOISTURE - RESISTANT GW1.5. ON TOILET ROOMS AND JANITOR ROOM WALL TYPE W -5 SIDES. SCALE: 3'= 1' -0" WALL TYPE W -3 SCALE: 3'= 1' -0" 6 3/4 5 12" 5/8" G.W.B. SOUND ATTENUATION BATTS 4' -0" P. LAM WAINSCOT e TOILET ROOMS 4 JANITOR, ROOM SIDES. WALL TYPE W -2 SCALE: 3" = V-9' 5/8" GUB. SOUND ATTENUATION BATTS 4' -0" P. LAM WAINSCOT a TOILET ROOMS t JANITOR, ROOM SIDES. 43/411 3 V2" 24 WOOD STUDS a 16" O.G. 5/8" GlU6. NOTE: USE 5/8" MOISTURE - RESISTANT GIUB. ON TOILET ROOMS AND JANITOR ROOM SIDES. 4 WOOD STUDS I6" O.C. 8" G.W.B. NOTE: USE 5/8" MOISTURE - RESISTANT G.WB. ON TOILET ROOMS AND JANITOR ROOM SIDES. WALL TYPE W -1 I&I SCALE: 3" = 1' -0" 510 Capitol Way S. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352 7005 msgsarch.com CASTLE HILL ANNEX I Renovation 623 Sheridan Street Port Townsend, WA 98368 jp vil ERED T T R{ , R. WILLIA M SLGANE STATE OF WASHINGTON Revision Number Closing Date Date MAY 2006 Sheet 1 itle WALL TYPES & MISC. DETAILS Sheet No A5.04 State Project No. 2006 -141 G I1 -11 4 DETAIL 5.05 1 1/2" = 1 ' -0" NEW (4)12" DIA. LAG BOLTS THROUGH TOP PLATE INTO 4X BLOCKING NEW (2) 4 X 6 BLOCKING W/ SIMPSON LUS46 JOIST HANGERS EACH SIDE EXISTING LOWER CHORD OF ROOF TRUSSES EXISTING BLDG SOFFIT REMOVE AND REPLACE AS REQUIRED NEW 4" x 4" x 11W' STEEL TUBE POST W/ S" x 12" x 1/4" TOP PLATE ALTERNATE NO.2 1 I I 1 i s WELD @ CORNER o � A5.05 6" = 1' -0" ALTERNATE NO.2 / / �. ft*-* WOO* / / i 5116" DIA. BRACE RODS THREADED ON EACH END. ANCHOR TO STEEL BRACKETS WELDED TO STEEL GATE FRAME. LOCATE ON INSIDE FACE OF GATE 11/2" DEEP PREFINISHED METAL BOX RIB SIDING LAID HORIZONTALLY_ WELD TO GATE FRAME EXISTING ELEC. PANEL i�I 3 POST DETAIL 5.05 3" = 1'-9' 1 I r r I" x 1/4" FLAT BAR WELDED TO STEEL TUBE. WELD METAL SIDING TO FLAT BAR 3 "X 3" X 1/4" STEEL TUBE GATE FRAME (5) HEAVY DUTY GATE HINGES PER GATE WELD TO GATE FRAME 4 TO METAL POST 4" x 4" x 1/4" STEEL TUBE POST W/ 8" x 12" x 1/4" BOTTOM PLATE. ATTACH TO CONC. W1(4)12" DIA. ANCHOR BOLTS PREFINISHED 1S GAUGE SHEET METAL CLOSURE PANEL WELDED TO TUBE STEEL 4 'L' ANGLE 2" x 2" x 16 GAUGE GALVANIZED METAL 'L' ANGLE ATTACHED TO MASONRY W/ POWDER DRIVEN FASTENERS ® 24" O.G. EXISTING MASONRY VENEER OF BUILDING ALTERNATE NO.2 EXISTING SURFACE MOUNTED PIPES 4 JUNCTION BOX X F W LL 9 � — X � m ,n � ll v L) FINISH FLOOR ELEV. EXISTING BUILDING STRUCTURE EXISTING BUILDING FASCIA 4 5/16 "DIA. BRACED RODS I THREADED ON EACH / I END. ANCHOR TO STEEL GATE FRAME. LOCATE / ON INSIDE FACE OF \ I GATE. I 3" x 3" x 1/4" STEEL TUBE I GATE FRAME \ / I 4" x 4" x 3/8" STEEL \ / TUBE POST EACH SIDE (SHOWN DASHED) W/ 8 x 12 x 114" PLATE TOP 4 �] BOTTOM. ATTACH TO Al CONCRETE W/ (4)1/2" -� DIA. ANCHOR BOLTS. PREFINISHED METAL BOX. RIB SIDING LAID HORIZONTALLY. WELD TO GATE FRAME HEAVY DUTY LOCKABLE STEEL GATE LATCH 4 HASP. INSTALL CANE BOLT ON 2" J o d EXISTING CONC. SLAB ON GRADE NATURAL GRADE 2 � ELEVATION 5.05 1 /2" = 1' -0" rT —�� 2 5.05 V -10" ./- FIELD VERIFY ALTERNATE NO. 2 —n II /� / II II � II II � it / � II II / \\ I I II \ II \ ALTERNATE NO. 2 —n CANE BOLT \ / PAIR OF STEEL I I EXISTING FRAME GATES I I ) � � I I I ELECTRICAL PANEL h )( 11 INTERIOR BUILDING OF PLAN 1/2" = 1 ' -0" ALTERNATE NO.2 3 A5.05 0010 M S ilkqk S architects 510 capitol Way S. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com CASTLE HILL ANNEX Renovation 623 Sheridan Street Port Townsend, WA 98368 L i�1(w"vI �Gfti 8261 FREGISTERED D T CT 1� 6Ah� WILLIA SLOANEI STATE OF WASHINGTON Revision Number Date Sheet Title Closing Date MAY 2006 ELEC. ENCLOSURE PLAN & DETAILS Sheet No. A5.05 State Project No. 2006 -1,t1 G (1 -1) II /� / II II it / II / II CANE BOLT \ / PAIR OF STEEL I I EXISTING FRAME GATES I I ) � � I I I ELECTRICAL PANEL h )( 11 INTERIOR BUILDING OF PLAN 1/2" = 1 ' -0" ALTERNATE NO.2 3 A5.05 0010 M S ilkqk S architects 510 capitol Way S. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com CASTLE HILL ANNEX Renovation 623 Sheridan Street Port Townsend, WA 98368 L i�1(w"vI �Gfti 8261 FREGISTERED D T CT 1� 6Ah� WILLIA SLOANEI STATE OF WASHINGTON Revision Number Date Sheet Title Closing Date MAY 2006 ELEC. ENCLOSURE PLAN & DETAILS Sheet No. A5.05 State Project No. 2006 -1,t1 G (1 -1) . G�yL.' • • I3- Gwairal I VOt25: These stnictural notes supplement the drawings. Any discrepancy found among the drawings, these notes, and the site conditions shall be reported to the Engineer, Whc shall correct such discrepancy in writing. Any vmrk done by the Contractor after discovery of such discrepancy shall be done at the Contractor's risk The Contractor shall verify and coordinate the dimensions among all drawings prior to proceeding with any work or fabrication. The Contractor shall coorid'nate between the architectural draw ngs and the structural drawings. The architectural dimensions are taken to be correct when in conflict with the structural drawings. The Contractor is responsible for all bracing and shoring during corn bulction. Al construction shall conform to the applicable portions of the latest edition of the International Building Code except Where rioted. Deakin Crfteria: 1. Live Load = 25 PSF (Snow) 2. Dead Load = 20 PSF (Camp Roof) = 150 PCF (Concrete) 3. Partition = 10 PSF 4. Wind = 2003 IBC FVosure B @ 85 nph 5. Earthquake = 2003 IBC. % =1.24, Si =0.44 6. Soil = 1500 PSF, Assumed bearing capacity 1. 2X structural framing shall be #2 Douglas Fr. 2. 4X structural members shall be #2 Douglas Fr. 3. 6X members shall be #1 Douglas Fr. 4. 2X joists shall be Idln dried and stored in a dry area prior to installation. 5. Contractor responsible to brace existing trusses, including end wall bracing and all other bracing between the building and the trusses, unless spedficall� shown otherwise on the drawings. 6. Roof sheathing: Use Y2' plywood span rated 2410 or better, nailed with 8ds at ti o.c. at edges and 17o.c. in the field, Unless Noted Otherwise. 7. Minimum nailing - Per IBC table 2304.9.1- Fastening Schedule. All connection hardware shall be Simpson "Strong Tie ". Connection hardme e)posed to the weather or soil shall be treated as in steel above. A I O rk SYM. ABT. SECTION AT GRID B TO A 11, ° 1'V PARAPET 0 I to TRUSSES ® 24" O.C. DOUBLE GIRDER TRUSS R 0 a OVERFRAMING 12 7-16 EXISTING EXTERIOR WALL END CONDITION AT MANSARD ROOF JACK TRUSSES ® 24" O.C. 4' -0" OVERHANG 1/4"= T -0" SIMPSON A -21 CLIPS AS SHOWN 'HVAC CURB PER MECHANICAL MANUFACTURER PT 4x6 (FLAT) BENEATH MECHANICAL CURB. LAY ACROSS (3) BAYS AS SHOWN FOR PARALLEL TO TRUSSES, LAY ON TOP OF TRUSSES. PROVIDE A -21 CLIPS AT 24" O.C. SEE ARCHITECTURAL DRAWINGS DUCT WORK AND PENETRATION PER MECHANICAL DRAWINGS FLASH, INSULATE AND ROOF PER ARCH'L PLANS. I I I I I I I I I _ I I ' I EXISTING TRUSSES AT 24" O.C. HVAC SUPPORT FRAMING OF OPENING 314" = 1 '-0" Keynotes Legend M S architects 510 capitol way S. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com CASTLE HILL ANNEX Renovation 623 Sheridan Street Port Townsend, WA 98368 K WA r MM= rw — MC SQUARED IN C <> IZP Ali ATED STRUCTURAL & CIVIL ENGINEERS 1235 EAST 4TH AVE. SUITE 101 OLYMPIA, WA 98506 T (360) 754 -9339 F (360) 352 -2044 www.mc2- inc.com EXPIRES 5/31/07 26159 Revision Number Closing Date Date MAY 2001 Sheet Title Structural Notes And Details Sheet No. S1.0 1 OF 2 State Project No. 2006 -141 A Si.O I I I I 1 1 I I c FIP -� I I 1 s I I I I I I I I I I I I [I 1 1 1 t1 -I I I �p n- I - t— I S1.0 J I- I .,I I �fll I I I I I I I I I I I I I MAINU ;ACiURLo 11RUSSES 6 2t4" Io.C1 i I I I I I I I - I I i I I I I Ifl I -, IHP. -4 I — — I to solfl� -- -I I � Ll I I`— JACK TRUSSES ® 24" O.C. 1 S1.0 ,2 I� - -I S1.0 I� --- -1 ►-- -- —Ifl� I I I I I I I I I I +\ �- �- I--�I� V I I I + \� I I I I I I I I I I + \'k I I Sul-- -- —I I Ifll I l l l l l l l l y I I I I L 1 7 LJ 94 1 631 I I- - I I_ _ I_ I _ _ I I _t h 3a 24 I I P 1 six2 I 1 1 fli IEQ AL I I I! 1� J-°-i I EAU AIL 1! 1 1 1 1 1 1 IEQUA� I I I I I I E flj-- - -- j w I 11°0 -- _I� I I W I -- I I _ fl� 1 1 1 1 1 1 1 i t S2o I - I I 1 1 1! I I I I I I �20 s l I I I- fly 1° - -- fl1 1 1 1 1 1 1 1 I V I I I I I I P I I I I I I IF- I- T fl I I I H- I I 2 I! lil - - - --1 H i I sod s1.o L _JI I I- - --I - - 1 fll I I I I I 111 1 2 I I I I I 1 0 1 1 1 1 1 1 1 1 1 1 1 1 I I I III -- flj S I PRA ET 1 1 I I I I I III_ I =41== � fl I�I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 ► 1 1 1 1 1 1 I I I fl ���— I I fl111 I I I I I 1 1 1 1 I! I I f l l 1 4- 1 1 1 1 1 1 1 I I I I I i I Ifl I I I I I I I 11 1 1 1 I I I 1 1 1 1 IT-B - - 1 �_ - - - - - -� - �- 1 - EXISTING ROOF FRAMING PLAN 1/8 " =1' -0" 171J, C Keynotes Legend M_ architects. 510 Capitol Way S. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com CASTLE HILL ANNEX Renovation 623 Sheridan Street Port Townsend, WA 98368 L 1 A / _ _ . _ _ __ ._ _ MC SQUARED I N C O R P O R A T E D STRUCTURAL & CIVIL ENGINEERS 1235 EAST 4TH AVE. SUITE 101 OLYMPIA, WA 98506 T (360) 754 -9339 F (360) 352 -2044 www.mc2- inc.com 'aNAI 5 -17 -06 EXPIRES 5/31/07 26159 Revision Number Closing Date Date MAY 2001 Sheet Title Structural Framing Plan Sheet No. S290 20F2 State Project No.� 2006 -141 G f1 -1+ a 0 a 0 0 4 0 N O Lo 0 1 00 i 3 D N 0 0 I 0 o 0 L U N U Q Ln 0 I 0 0 0 0 0 0 0 N i MECHANICAL GENERAL NOTES 1. THE CONTRACTOR SHALL FIELD INVESTIGATE EXISTING CONDITIONS AFFECTING THE DIV 15 SCOPE OF WORK PRIOR TO BID. THE CONTRACTOR SHALL INCLUDE ALL COSTS FOR INVESTIGATION, EXPLORATORY DEMOLITION, DESIGN MODIFICATIONS, AS -BUILT DRAWINGS AND NEW CONSTRUCTION IN HIS BID. 2. DUCTWORK AND PIPING IS SHOWN AT ASSUMED LOCATIONS. NO AS BUILT DATA IS AVAILABLE. AFTER CEILING AND WALL REMOVAL, THE CONTRACTOR SHALL FIELD VERIFY EXISTING DUCT AND PIPING SIZES AND VERIFY THAT ALL CONNECTIONS SHOWN COMPLY WITH CODE AND PROFESSIONAL DESIGN PRACTICES. CONTRACTOR SHALL AS- BUILT EXISTING DUCTWORK AND PIPING AS PART OF DIV 15 SCOPE OF WORK. 3. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS SHOWING EXISTING PIPE AND DUCT LOCATIONS, SIZES AND MATERIALS AND PROPOSED NEW WORK ROUTINGS. ROUTING OF NEW WORK SHALL BE COORDINATED WITH OTHER TRADES TO MINIMIZE CONFLICTS PRIOR TO SUBMITTING DRAWINGS. 4. SHEET METAL DUCTS SHALL HAVE PRORITY OVER OTHER MECHANICAL TRADES WHERE SPACE IS TIGHT. 5. ALL PIPING AND DUCTWORK SHOWN IS SCHEMATIC. CONTRACTOR SHALL PROVIDE OFFSETS/ ELBOWS AS REQUIRED TO ALLOW ROUTING AROUND STRUCTURE, ELECTRICAL, & OTHER INTERFERENCES. 6. WHERE DUCT SIZES ARE NOT SHOWN, DUCT SHALL BE SIZED AT .06" OF PRESSURE DROP PER 100 FT OF DUCT MAXIMUM. 7. FLEX DUCT LENGTH SHALL NOT EXCEED 8 FT WITH A MAXIMUM OF 180 DEGREES OF BEND. 8. PROVIDE MANUAL VOLUME DAMPERS IN ALL BRANCH DUCTS TO DIFFUSERS AND WHERE REQUIRED FOR BALANCING OF SYSTEM. 9. VERIFY LOCATIONS OF ITEMS INSTALLED IN CEILINGS WITH ARCHITECTURAL REFLECTED CEILING PLANS PRIOR TO BEGINNING WORK. 10. WHERE WATER PIPING SIZES ARE NOT SHOWN, PIPING SHALL BE SIZED SO VELOCITIES DO NOT EXCEED 6 FEET/ SEC WITH GPM'S CALCULATED PER THE UPC. 11. NEW AND EXISTING WASTE AND VENT SIZES SHALL BE SIZED SO THAT FIXTURE UNITS DO NOT EXCEED UPC MANDATED MAXIMUMS. 12. ALL DUCT PENETRATIONS THRU FULL HEIGHT WALLS SHALL HAVE CLOSURE COLLARS AND BE SEALED TO PREVENT TRANSMISSION OF NOISE. 13. ALL TRANSFER DUCTS SHALL BE INTERNALLY LINED OR INSULATED FLEX. 14. ALL ITEMS ARE NEW UNLESS NOTED OTHERWISE. 15. WHERE EXISTING DUCTS ARE REMOVED, CAP OFF EXISTING DUCTS W /SHEET METAL & INSULATE OVER (INSULATION IS REQUIRED ON SA DUCT ONLY). 16. ALL RECTANGULAR RETURN AIR DUCTWORK SHALL BE SOUND LINED. NERGY CODE REQUIREMENTS: A. PROVIDE 7 DAY PROGRAMMABLE THERMOSTATS W/ EF START CONTACTS FOR EACH HEAT PUMP. SYSTEM SHALL PROVIDE 365 DAY CONTROL OF ALL EQUIPMENT. B. DUCTWORK SHALL BE SEALED IN ACCORDANCE W/ CODE, & PER SPECIFICATION REQUIREMENTS (SEE SPEC SECTION 15840). C. DUCT INSULATION R -VALUE SHALL BE IN ACCORDANCE W/ CODE, & PER SPECIFICATION REQUIREMENTS (SEE SPEC SECTION 15250). D. PIPE INSULATION R -VALUE SHALL BE IN ACCORDANCE W/ CODE, & PER SPECIFICATION REQUIREMENTS (SEE SPEC SECTION 15250). PLUMBING FIXTURE SCHEDULE SYMBOL DESCRIPTION W V CW HW REMARKS P -1A WATER CLOSET 4" 2" 3/4" KRUEGER SERIES 1240 WALL MOUNT -TANK TYPE ADA W /CARRIER SQUARE NECK 208/1 / DIFFUSER 115/1 ALL BRONZE MODULAR CORE CRG P -3A LAVATORY 1- 1/2"1 -1/2" 1/2" 1/2" ADA ACCESSIBLE WALL HUNG W /CARRIER P -5 SINK 2" 1 -1/2" 1/2" 1/2" SINGLE COMPARTMENT P -6A SERVICE SINK 3" 2" 1/2" 1/2" WALL HUNG P -10A FREZE PROOF HYDRANT LOUVER FACE, ROUND NECK TCD 3/4" THERMA -FUSER HC CLEANOUT COEFFICIENT OF PERFORMANCE P -20 ICE MAKER BOX C 1/2„ CHANGEOVER TYPE — ORL WALL TRANSFER SINGLE DEFLECTION, HORIZ. BARS, WTG CW KRUEGER SERIES S80H M� d 3/4 "o. c. DEG F, F GRILLE AIR INLET & OUTLET SCHEDULE SYMBOL ITEM DESCRIPTION MANUFACTURER AREA SERVED EQUIPMENT CAPACITY SYMBOL TYPE AND SERIES NUMBER VOLTS /PH REMARKS CD CEILING KRUEGER SERIES 1240 45 WATT ELEMENTS 40 GAL TANK SQUARE NECK 208/1 / DIFFUSER 115/1 ALL BRONZE MODULAR CORE CRG CEILING RETURN KRUEGER SERIES EGC -5 1/2 "x1/2 %1 /2" CUBE CORE - GRILLE BTU BRITISH THERMAL UNIT � CEG CEILING EXH. KRUEGER SERIES EGC -5 in c—'J 1/2 °x1/2 "x1/2" CUBE CORE - -- GRILLE BLDG BUILDING VAV CEILING ACUTHERM - - - -- LOUVER FACE, ROUND NECK TCD DIFFUSER THERMA -FUSER HC CLEANOUT COEFFICIENT OF PERFORMANCE W/ STRAIGHTENING GRID, HTG /CLG RAIN LEADER C COMP CONN CONT CFM CHANGEOVER TYPE — ORL WALL TRANSFER SINGLE DEFLECTION, HORIZ. BARS, WTG CW KRUEGER SERIES S80H M� d 3/4 "o. c. DEG F, F GRILLE ISOLATION VALVE GATE TYPE EXCEPT WHERE ALLOWED TO BE DIA, D DIAMETER A DIFFERENT TYPE - SEE DETAILS & SPECIFICATIONS NOTES: >v 1. CEILING DIFFUSERS (CD) SHALL HAVE NO. & DIRECTION OF THROWS AS INDICATED ON PLANS. (E.G. CD -2 = 2 WAY THROW) 2. ALL AIR TERMINALS SHALL HAVE FACTORY FINISH, COLOR AS SELECTED BY ARCHITECT. —fib— 3. SEE LEGEND FOR TERMINOLOGY USED IN AIR TERMINAL CALL -OUTS ON DRAWINGS. DRAWING WATER HEATER SCHEDULE SYMBOL ITEM DESCRIPTION SPECIFIED MFR AND SERIES NO AREA SERVED EQUIPMENT CAPACITY ELECTRICAL REMARKS POWER VOLTS /PH WH -1 WATER HEATER A.O. SMITH DEN 40 DOMESTIC HW 45 WATT ELEMENTS 40 GAL TANK 45 KW 208/1 / WITH EXPANSION TANK 115/1 ALL BRONZE F-� AAV AUTOMATIC AIR VENT PUMP SCHEDULE SYMBOL SPECIFIED MANUFACTURER AND SERIES NO. TYPE SERVICE GPM HEAD FT. H2O ELECTRICAL REMARKS MIN.HP VOLTS PH CP -1 BELL & GOSSET SERIES PL DOMESTIC CIRCULATOR DOMESTIC HOT WATER 5 10 1/12 115/1 ALL BRONZE F-� AAV AUTOMATIC AIR VENT - COLD WATER (CW) BTU MECHANICAL LEGEND SYMBOL DESCRIPTION ABBREV. DESCRIPTION WASTE OR SOIL (W) AFF ABOVE FINISHED FLOOR N O O APPROXIMATELY CM - - - - -- VENT (V) ARCHOX ARCHITECTURAL F-� AAV AUTOMATIC AIR VENT - COLD WATER (CW) BTU BRITISH THERMAL UNIT � a E BTUH BRITISH THERMAL UNIT /HOUR in c—'J Z - -- HOT WATER (HW) BLDG BUILDING CAP CLG CAPACITY CEILING - - - -- HOT WATER CIRCULATING (HWC) a CO COP CLEANOUT COEFFICIENT OF PERFORMANCE — RL RAIN LEADER C COMP CONN CONT CFM COMPRESSOR CONNECTION CONTINUE, CONTINUATION CUBIC FEET MINUTE — ORL OVERFLOW RAIN LEADER OO FLOOR CLEANOUT CW COLD WATERPER M� d DEG F, F DEGREE FAHRENHEIT ISOLATION VALVE GATE TYPE EXCEPT WHERE ALLOWED TO BE DIA, D DIAMETER A DIFFERENT TYPE - SEE DETAILS & SPECIFICATIONS 03 >v Q DN DOWN M L —fib— CHECK VALVE DWG DRAWING �N= W DB DRY BULB C N UNION EA EACH --� a ELEC EER ELECTRICAL, ELECTRIC ENERGY EFFICIENCY RATIO z�`� RELIEF VALVE OR SAFETY VALVE EAT EDB ENTERING AIR TEMPERATURE ENTERING DRY BULB END OF LINING a STRAINER — N a. HOSE BIBB EXOH EXHAUST EXIST EXISTING PRESSURE GAUGE ESP EXTERNAL STATIC PRESSURE FDC FIRE DEPARTMENT CONNECTION THERMOMETER FPM FLEX FL FEET PER MINUTE FLEXIBLE FLOOR 2o/t2 DUCT (FIRST FIGURE, SIDE SHOWN) FCO FLA GAL GALV. G. C. GPM GPH HP FLOOR CLEAN OUT FULL LOAD AMPS GALLON GALVANIZED GENERAL CONTRACTOR GALLON PER MINUTE GALLON PER HOUR HORSE POWER 20 /t 2L* LINED DUCT (DIM. FOR NET FREE AREA) EOL= END OF LINING L= LINED L = 2" THICK LINING R(D) RISE (R) OR DROP (D) ARROW IN DIRECTION OF FLOW VOLUME DAMPER (MANUAL) MOTORIZED DAMPER HW HOT WATER FLEXIBLE CONNECTION HWC HWS HOT WATER CIRCULATING HOT WATER SUPPLY EXSITNG FIRE /SMOKE DAMPER HWR HOT WATER SUPPLY IN 1. E. INCH INVERT ELEVATION Der FLEXIBLE DUCT KW LAT KILOWATT LEAVING AIR TEMPERATURE ®SIZE,SYMBOL CFM CEILING OUTLET LDB LEAVING DRY BULB �CFM'SYMBOL CEILING INLET LWB LEAVING WETEBULBMPERATURE MFR MAV MANUFACTURER MANUAL AIR VENT sIZE,SYMBOL WALL OUTLET (OR INLET) CFM MAX MBH MAXIMUM THOUSAND BTUH O (Ds G= WITH GUARD THERMOSTAT S = THERMOSTAT SENSOR MECH MIN MECHANICAL MINIMUM IT INTERVAL TIMER MCA MINIMUM CIRCUIT AMPS 2 DETAIL IDENTIFICATION NUMBER M. P. MEDIUM PRESSURE NO NORMALLY OPEN M3 SHEET ON WHICH DETAIL IS SHOWN NC NORMALLY CLOSED NO. NUMBER A SECTION IDENTIFICATION LETTER NPW NON POTABLE WATER NTS NOT TO SCALE M3 SHEET ON WHICH SECTION IS SHOWN OBD OPPOSED BLADE DAMPER OA OUTSIDE AIR P.D.I. PLUMBING AND DRAINAGE INST. PD PRESSURE DROP PH PHASE RG REFRIGERANT GAS RL REFRIGERANT LIQUID REF REFERENCE REQ'D REQUIRED RA RETURN AIR RPM REVOLUTIONS PER MINUTE RM ROOM SA SUPPLY AIR S.S. STAINLESS STEEL SHT SHEET TEMP TEMPERATURE TD TRANSFER DUCT TG TRANSFER GRILLE T'TSAT THERMOSTAT TSP TOTAL STATIC PRESSURE TYP TYPICAL UNO UNLESS NOTED OTHERWISE VTR VENT THROUGH ROOF V VOLTS, VOLTAGE - VENT WCO WALL CLEAN OUT W WATT - WASTE WB WET BULB W/ WITH M S q S architects 510 Capitol Way S. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com CASTLE HILL ANNEX Renovation 623 Sheridan Street Port Townsend, WA 98368 Revision Number Closing Date Date MAY 2006 Sheet Title MECHANICAL GEN. NOTES, LEGEND & SCHEDULES Sheet No M0.01 State Project No. 2006 -141 G (1 -1) N O O � CM rn A o F-� a) d c - R � a E y E in c—'J Z 'F N U X d ro F- a m C E m M� d 03 >v Q C rn M L W Co m a rte{ �N= W co C N 0 0 0 --� a Z m m a a. m N a. 0 Revision Number Closing Date Date MAY 2006 Sheet Title MECHANICAL GEN. NOTES, LEGEND & SCHEDULES Sheet No M0.01 State Project No. 2006 -141 G (1 -1) HEAT PUMP SCHEDULE - PACKAGED TYPE SYMBOL SPECIFIED MANUFACTURER TYPE NOMINAL COOLING CAP. * HEATING CAP. ** INDOOR FAN OUTDOOR FAN COMPRESSOR SUPPLEMENTARY HEATER SINGLE POINT ELEC. UNIT & HEATER FILTERS MAX. HP SYMBOL AND SERIES NUMBER * ** AREA SERVED TONS CAP. ENTRY - 100 Co DIA EH -2 EH -3 ELECTRIC HEATER IN LBS WLBST REMARKS TOTAL CENTRIFUGAL CEILING CABINET JANITOR - 103 80 0.375" 950 - BOW 115/1 DIRECT IT 10 TIMER BY DIV 16 EF -2 GREENHECK SP -B150 CENTRIFUGAL CEILING CABINET BREAK ROOM - 117 150 SIZE S) SIZE(S) 1050 - 129W 115/1 DIRECT EFFICIENCY MBH EFFICIENCY CFM ESP OA HPM QTY HP (EA) QTY RLA(EA) KW STAGES MCA MOCP VOLTS /PH TYPE EF -4 GREENHECK SP -8110 CENTRIFUGAL CEILING CABINET TOILET - 120 80 . 0375" 950 - BOW 115 1 / DIRECT IT O 10 TIMER BY DIV 16 EF -5 GREENHECK G -080 -G MUSHROOM ROOF ROOF EXHAUST / ORK RM - 112 150 0.375 " 1300 - 1 / 30 115/1 DIRECT MIN. 35 TIMER BY DIV 16 HP -1 TRANE WSC072A3 OPEN OFFICE 6 75.3 EER 10.6 71.9 3.3 2800 0.75 500 2 1 0.7 1 18.6 20.3 2 103.8 110 208/3 30% PTA 7.0 1035 W/ ECONOMIZER IT 0 10 TIMER BY DIV 16 EF -8 GREENHECK G -075 -G MUSHROOM ROOF EXHAUST IT ROOM - 104 200 0.25" 950 - 1 50 / 115/1 DIRECT T ( 35 W LINE VOLTAGE THERMOSTAT / 2" THICK POWER EXHAUSTER HP -2 TRANE WSC060A3 OPEN OFFICE, BREAK ROOM, CONF ROOM 5 63.1 SEER 10.1 59.7 HSPF 2000 0.75 380 1 1 0.4 1 19.1 13.1 2 78.0 80 208/3 30% PTA 5.0 670 W/0-100% OA 7.0 2" THICK ECONOMIZER HP -3 TRANE WSC072A3 OPEN OFFICE, JANITOR CL 6 72 5 SEER 10.5 69 6 HSPF 2200 0.75 260 1 1 0.7 1 18.6 13.5 1 79.0 80 208 3 / 30% PTA 5.5 1035 W/ ECONOMIZER 6.8 2 THICK POWER EXHAUSTER HP -4 TRANE WSC072A3 OPEN OFFICE, MUD RM, TOILETS 6 72 5 SEER 10.5 69 6 HSPF 2200 0.75 340 1 1 0.7 1 18.6 13.5 1 79.0 80 208 3 / 30% PTA 5.5 W/ ECONOMIZER 7.0 2 THICK 1035 POWER EXHAUSTER HP -5 TRANE WSCO36A3 CONF RM, COPY /WORK 3 36.6 SEER 10.5 31.4 HSPF 1000 0.75 320 1 1 0.4 1 11.8 9.0 2 50.3 60 208/3 30% PTA 2 5 W/ 0 -100% OA RM, TOILETS 7.0 2" THICK 620 ECONOMIZER HP -6 TRANE WSC036A3 OPEN OFFICE 3 36.6 10.5 31.4 HSPF 1000 0.75 160 1 1 0.4 1 11.8 9.0 2 50.3 60 208/3 30% PTA 2.5 620 W/ 0 -100% OA 2" THICK ECONOMIZER * COOLING CAPACITY IS ARI RATING: AT 807 DB; 677 WB INDOOR COIL EAT AND 957 OUTDOOR COIL EAT. ** HEATING CAPACITY IS ARI HI -TEMP RATING: AT 707 DB INDOOR COIL EAT AND 47 °F DB; 43 °F WB OUTDOOR COIL EAT * ** SUPPLIER IS RESPONSIBLE TO CONFIRM UNIT MODELS AND SERIES NO, AND PROVIDE UNITS WITH CAPACITIES AND EFFICIENCIES NOTED FAN SCHEDULE SYMBOL SPECIFIED MANUFACTURER TYPE AREA SERVED CFM SP RPM WHEEL ELECTRICAL DRIVE CONTROL MAX WEIGHT REMARKS HP V PH EH -1 AND SERIES NUMBER ENTRY - 100 Co DIA EH -2 EH -3 ELECTRIC HEATER IN LBS TOILET - 106 TOILET - 107 EF -1 GREENHECK SP -13110 CENTRIFUGAL CEILING CABINET JANITOR - 103 80 0.375" 950 - BOW 115/1 DIRECT IT 10 TIMER BY DIV 16 EF -2 GREENHECK SP -B150 CENTRIFUGAL CEILING CABINET BREAK ROOM - 117 150 0.5" 1050 - 129W 115/1 DIRECT IT 10 TIMER BY DIV 16 EF -3 GREENHECK SP -13110 CENTRIFUGAL CEILING CABINET TOILET - 119 80 0.375" 950 - BOW 115/1 DIRECT IT 10 TIMER BY DIV 16 EF -4 GREENHECK SP -8110 CENTRIFUGAL CEILING CABINET TOILET - 120 80 . 0375" 950 - BOW 115 1 / DIRECT IT O 10 TIMER BY DIV 16 EF -5 GREENHECK G -080 -G MUSHROOM ROOF ROOF EXHAUST / ORK RM - 112 150 0.375 " 1300 - 1 / 30 115/1 DIRECT IT 35 TIMER BY DIV 16 EF -6 GREENHECK SP -13110 CENTRIFUGAL CEILING CABINET TOILET - 106 80 0.375" 950 - BOW 115/1 DIRECT IT 10 TIMER BY DIV 16 EF -7 GREENHECK SP -8110 CENTRIFUGAL CEILING CABINET TOILET - 107 80 . 0375" 950 - 80W 115 1 / DIRECT IT 0 10 TIMER BY DIV 16 EF -8 GREENHECK G -075 -G MUSHROOM ROOF EXHAUST IT ROOM - 104 200 0.25" 950 - 1 50 / 115/1 DIRECT T ( 35 W LINE VOLTAGE THERMOSTAT / NOTES: 1. PROVIDE ALL DIRECT DRIVE FANS W/ SPEED CONTROL. 2. PROVIDE ALL FANS W/ BDD MISCELLANEOUS EQUIPMENT SCHEDULE SYMBOL ITEM DESCRIPTION SPECIFIED MFR AREA CFM ELECTRICAL REMARKS POWER VOLTS /PH AND SERIES NO SERVED N o EH -1 SURFACE WALL MNT ENTRY - 100 Co L EH -2 EH -3 ELECTRIC HEATER OMARK CWH2151 TOILET - 106 TOILET - 107 -- 1500 W 120/1 INTEGRAL THERMOSTAT p 'F N E �Z ENTRY - 108 U Co X Ca n 0 N F LL M S architects 510 Capitol Way S. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com CASTLE HILL ANNEX Renovation 623 Sheridan Street Port Townsend, WA 98368 Cn O V ODM N o o Co L Cl) d Uti c �u) E p 'F N E �Z U Co X Ca n 0 N F LL c U m d N 2 T i U c _ � A L W CO N [N� N L c o C o Ua Z aj m n 0 C v = m C4 a a Revision Number Closing Date Date MAY 2006 Sheet rdle MECHANICAL SCHEDULES M0.02 State Project No. 2006 -141 G (1 -1) r B \ I III CONFERENCE D!�lIAA a C F D- 0 0 o o �l m N 3 v 0 � 11 I II I 0 N 0 m 'r 0 °A I� o amp � II I' I I I V 11 , N - - - - -- I' U) M Co LUNCH/ F- LL o MEETINGQ} I :CAP SHOWER a III W/V BELOW- _ GRADE U m I DEMOLISH (E) y FIXTURES IN ICA LO THIS ROOM 01 p -------- - - --_ -- 1 0 , � _ C -- N= yma CD co L � r- L a= 0 ° - � U o 1 o 0 15) ,1 III 11 II I 1 OFFICE U 124 125 (4) I , I -� RL DN fI � o I I L— RL - - -- _UP TO (E) 3" RD El , 1 I 0 11 nI 111 i u I' 8oll I ll (E) 2" VTRI DEMOLISH (E) >' FIXTURES IN IIII '. THIS ROOM ❑ WOMEN " 121 I ii I " II 1 ' '1 , II II �1 1 UP TO (E) 3" RD I \ I I, 111 1 ----- - - - - -- -- — - - - -- 1, ---- - - -- -- - - - -- i1 Iii , 1 1 1 r , II I II II II MEETING _ I I 'III I ROOM MEN 123 119 , ' 11 1 , 1 11 i, (3i l2) ii ii (1 II II 11 II 11 I I I 1 11 0on ❑ 1 I 1 1 1 I , 1 1 , 1 , 1 I I I I i 1i COMPUTER ROOM 1 DEMOLISH (E) MOP SINK WATER HTR & RELATED PIPING 1 1 1 — T- 0 I SHOWER j , I 1 10�� I 1 I II _ 1-- - - - -= - -- - -- - - - -- - - ----- - - - - -- DEMOLISH (E) 2 -1/2" VTR DEMOLISH (E) 2 -1/2" VTR I i —E) 4" W TO REMAIN WAITI G AR A 10 DEMOLISH E) 2 -1/2" VTR INN. ROOM 107 �I 1 I� WAITING AREA 117 I I 1 1 1 1 I 1 INN. 1 114 , , n n 1 n I1 li I , 111 ' IIII I , 1 ' 1 1 FAMILY - VISIT 1 105 I � i 11 1 1 I , I I I 1 1 , h�11 I , ICI 1 1111 ,1 I „I 1111 , 1111 , I,II 1,11 'I 1111 1111 ,II F"t - -- -- -__ = --- - - - - -- L _ 1 I I I 1 1 ' 1 i VIEWING ROOM 1 1 1 Ini In1 1 , 1 11111 1 (IIII II II I 1 1111 ' 111, 1 I ' IIII 1 IIII 1 11'1 1 VIII u{ 1 1 , DEMOLISH (E) 1 -- 2-1/2” VTR - - - - -- ------- - - - - -- - - - -- 1 ' 11 111,1 I I Iii VESTIBULE ,•11 1 1•.1 106 "' 1 _- 1111 1111 DCFS. 1111 { SUPV. I I 103 1 1 V DEMOLISH E) it EST2011 E i__ -- FIXTURES IN „ 11 - ------ - - - -`` 1 THIS ROOM E) 4 "jiW1 TO REMAIN I 1 I IIII 1 1 11 1 I 1 ,1 I I 11 11 I •1 ii • i i I 1i 1 i , 11 n I' ' I 1 - -- - „ PLUMBIN PLAN - DEMOLITION N M 1.1 1 /4 " =1' -0" 0 z 4' 8' I 4 1 SCALE: 114 '= 1' -0" 3 of III \\—E) RL DN TI I I I I --UP TO (E) 3" Ii RD II I I I1 (I I I II ofl', —411 ----- - - - - -, - -- f 1 I I it ' -i Ili (E) DRINKING FOUNTAIN TO j REMAIN , I- -- I 111 I III • , III '1 I E./ T. 11 I I I I I, 113 (E) 2 -1/2" VTR TO REMAIN 1 I I 1 I I 1 STORAGE I 1 102 1 �I 1 I I j STORAGE I 1 1 102 1 1 I , , 1 1 I I I 11 I I I I 1 I I II J I ' I 11 I II I I 1 I 1 I 1, I 1 I I I I � I I I I I 1 '1 ' III I I II I I n 1 III I1 i n II II 1 I I ----- - - - - -- I 11 I I I I 1 I I I I 1 I , II I 1 II _; II 1 II I ; 1 I I Ii RD TO (E) 3" 101 i 1 I1 (2i ----------- 1 - - 1, , 11 , II itI , I Ii i VESTIBULE 116 , MEN 112 WOMEN 111 0---,—(E) VTR TO REMAIN M S &1qk S architects DEMOLITION GENERAL NOTES: 1. REMOVE ALL EXISTING FIXTURES NOT SHOWN TO REMAIN. 2. SAVE EXISTING TOILET Fl ES FOR REINSTALLATION 3. CAP ALL PIPES BEHI INISHED SURFACES. 4. DEMOLISH EXISTING ROOF DRAINS & RL PIPING NOT SHOWN TO REMAIN. 5. ABANDON HW, CW & HWC PIPING BELOW SLAB. DEMOLISH HW & CW PIPING ABOVE GRADE. 6. DEMOLISH WASTE & VENT PIPING ABOVE GRADE SERVING DEMOLISHED FIXTURES. CAP PIPING 1" BELOW FLOOR. DEMOLISH (E) FIXTURES IN THIS ROOM DEMOLISH (E) FIXTURES IN THIS ROOM 11 (�1 , �i - -�C) 510 Capitol Way S. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com CASTLE HILL ANNEX Renovation 623 Sheridan Street Port Townsend, WA 98368 Revision Number 11 I II , , N 0 O 'r °A I� o amp II I' I I 1 UC 11 , �v1V- 1---- - - - - -- I' U) M Co LUNCH/ F- LL o MEETINGQ} I :CAP SHOWER 122 III W/V BELOW- I GRADE U m I DEMOLISH (E) y FIXTURES IN ICA THIS ROOM 01 p -------- - - --_ -- 1 C , � _ L -- N= yma "D 11 nI 111 i u I' 8oll I ll (E) 2" VTRI DEMOLISH (E) >' FIXTURES IN IIII '. THIS ROOM ❑ WOMEN " 121 I ii I " II 1 ' '1 , II II �1 1 UP TO (E) 3" RD I \ I I, 111 1 ----- - - - - -- -- — - - - -- 1, ---- - - -- -- - - - -- i1 Iii , 1 1 1 r , II I II II II MEETING _ I I 'III I ROOM MEN 123 119 , ' 11 1 , 1 11 i, (3i l2) ii ii (1 II II 11 II 11 I I I 1 11 0on ❑ 1 I 1 1 1 I , 1 1 , 1 , 1 I I I I i 1i COMPUTER ROOM 1 DEMOLISH (E) MOP SINK WATER HTR & RELATED PIPING 1 1 1 — T- 0 I SHOWER j , I 1 10�� I 1 I II _ 1-- - - - -= - -- - -- - - - -- - - ----- - - - - -- DEMOLISH (E) 2 -1/2" VTR DEMOLISH (E) 2 -1/2" VTR I i —E) 4" W TO REMAIN WAITI G AR A 10 DEMOLISH E) 2 -1/2" VTR INN. ROOM 107 �I 1 I� WAITING AREA 117 I I 1 1 1 1 I 1 INN. 1 114 , , n n 1 n I1 li I , 111 ' IIII I , 1 ' 1 1 FAMILY - VISIT 1 105 I � i 11 1 1 I , I I I 1 1 , h�11 I , ICI 1 1111 ,1 I „I 1111 , 1111 , I,II 1,11 'I 1111 1111 ,II F"t - -- -- -__ = --- - - - - -- L _ 1 I I I 1 1 ' 1 i VIEWING ROOM 1 1 1 Ini In1 1 , 1 11111 1 (IIII II II I 1 1111 ' 111, 1 I ' IIII 1 IIII 1 11'1 1 VIII u{ 1 1 , DEMOLISH (E) 1 -- 2-1/2” VTR - - - - -- ------- - - - - -- - - - -- 1 ' 11 111,1 I I Iii VESTIBULE ,•11 1 1•.1 106 "' 1 _- 1111 1111 DCFS. 1111 { SUPV. I I 103 1 1 V DEMOLISH E) it EST2011 E i__ -- FIXTURES IN „ 11 - ------ - - - -`` 1 THIS ROOM E) 4 "jiW1 TO REMAIN I 1 I IIII 1 1 11 1 I 1 ,1 I I 11 11 I •1 ii • i i I 1i 1 i , 11 n I' ' I 1 - -- - „ PLUMBIN PLAN - DEMOLITION N M 1.1 1 /4 " =1' -0" 0 z 4' 8' I 4 1 SCALE: 114 '= 1' -0" 3 of III \\—E) RL DN TI I I I I --UP TO (E) 3" Ii RD II I I I1 (I I I II ofl', —411 ----- - - - - -, - -- f 1 I I it ' -i Ili (E) DRINKING FOUNTAIN TO j REMAIN , I- -- I 111 I III • , III '1 I E./ T. 11 I I I I I, 113 (E) 2 -1/2" VTR TO REMAIN 1 I I 1 I I 1 STORAGE I 1 102 1 �I 1 I I j STORAGE I 1 1 102 1 1 I , , 1 1 I I I 11 I I I I 1 I I II J I ' I 11 I II I I 1 I 1 I 1, I 1 I I I I � I I I I I 1 '1 ' III I I II I I n 1 III I1 i n II II 1 I I ----- - - - - -- I 11 I I I I 1 I I I I 1 I , II I 1 II _; II 1 II I ; 1 I I Ii RD TO (E) 3" 101 i 1 I1 (2i ----------- 1 - - 1, , 11 , II itI , I Ii i VESTIBULE 116 , MEN 112 WOMEN 111 0---,—(E) VTR TO REMAIN M S &1qk S architects DEMOLITION GENERAL NOTES: 1. REMOVE ALL EXISTING FIXTURES NOT SHOWN TO REMAIN. 2. SAVE EXISTING TOILET Fl ES FOR REINSTALLATION 3. CAP ALL PIPES BEHI INISHED SURFACES. 4. DEMOLISH EXISTING ROOF DRAINS & RL PIPING NOT SHOWN TO REMAIN. 5. ABANDON HW, CW & HWC PIPING BELOW SLAB. DEMOLISH HW & CW PIPING ABOVE GRADE. 6. DEMOLISH WASTE & VENT PIPING ABOVE GRADE SERVING DEMOLISHED FIXTURES. CAP PIPING 1" BELOW FLOOR. DEMOLISH (E) FIXTURES IN THIS ROOM DEMOLISH (E) FIXTURES IN THIS ROOM 11 (�1 , �i - -�C) 510 Capitol Way S. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com CASTLE HILL ANNEX Renovation 623 Sheridan Street Port Townsend, WA 98368 Revision Number Closing Date Date MAY 2006 Sheet rtle PLUMBING PLAN - DEMOLITION Sheet No. M 1001 State Project No. 2006 -141 G (1 -1) N 0 O 'r °A c? o amp UC E aN E "Z U) M Co m F- LL o d U m y ICA 01 p N N a C L -- N= yma "D co L � r- L a= 0 ° - � U 1 N d a) Closing Date Date MAY 2006 Sheet rtle PLUMBING PLAN - DEMOLITION Sheet No. M 1001 State Project No. 2006 -141 G (1 -1) I B I 1 1 j ------ li------- - - - - -- - - - -- ------- - - - - -- �1 1 Y --------------- 1 1 I I ; CONFERENCE ; i j yl �--------------------- -� - - -- ---- - - - - -- ' i --- '------- - - - - -- -; YII --- - - - - -- -- � - -, -- I' --------------'I----- - - - - ----------------- - -- -- - '- _ ____ ___ _ _ _ _______ -- - - 1 I I I I _______ _ _____ _______ ______________ _ ______ _ ___ ______ __ _ _ 1 I 1 l l 12 ' � ;! ,_ +, i;l F\ /�;�---- „- 1--- - -,1,1 1I 1--- - -1[�� '1 r ;+ - _;'------------ -Y-= -- 1' 1 —y __ - -J1 `'_________-- i�1i /— ' y - - - -- --------------- J'I I / y, I'I� r - -- Al I; - -I ii II\ / I 1 __ -_ __�I____ -_ :_____- _____�- ______________y_ _____________ I �.y_______i________ -_ -__ - -__ ____ -_- ___ -_yl - ____________III ______________ > .______'_____- ________ - _____�_��_ ¢ivcc______- �1 Ic - J------ 'I------- �' - - - -- II --_'''I1'�-= =-____� -- - - -- - - -- - - - -�I � 1 11 1 - - - - -- - -'- #- - - - -JI --------- ,I-------- - - - - -- - - - - -- ;- ---- - - - - -- ---------- --------------- -I --- - - - - -- --- ,I-------------- -1 --------------- y- - - - - -- - - - - -- --------------- -------------------- - - - - -- ------------------ ,---------- - - - - -� �' UN) ME -- -- - - - -,I - - - - - -- �- -, -- - - - - -- - - - - - -- - - - - -; -- -- - -�� - - -TO��E DEMTSCTSHE ➢- - -- - - - - -- - - - -- - - - - -- - - —rte -_� --------- - - - - -- ---------- - - - - -- I'1- - - - -- - - -- 11---------------------- J---= _________====- 1 - - - - -- -- - - - - -- ''I 1 -1 fl �1 ._ _�11 YID Ilr ,' 111 .ILA - 111 li _ �_ it —Yi 1l / ` I, • ;I 'I 111 ' ` II I, � II I � Y; WAITING 1. p 1; I, - - -- -- - -------------- -- - Jl -- - -- JI - - =' AREA _ _ IL r -� - - -- -, - - '_ - -- ------------ - - - --0 ------ - - - - - -- -- - - - - -i - - - -- - - - - -- - OFFICE - -- - - - -- - -; - -- 117 t �r `— I - - - - -- - - 1 x 1 II II Y- _ -__ - -- __Y- __- _______.- ____________ _ y - ______ -___- li \ I I I I I I I I \ I 11 II I I I I 1 I I 1, I' 'I , -. ;i ! 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Ir�1 I '11 1111 i ; � X11 c? 1--= - - - - -' ' I' -------- - - - - -- II - - - ' r - - - -'' -- _'_ -_-'I - - - - -- 1 1 1 _� _ - -- JANITOR 11 , ----- r---------- - - - -,r -- -- JAN l II II I I - \ /1 �_ T - - 1091 l - -r —f - - 11 STORAGE 4. -------- ;`__ _ -_ _ - - = == _ �_ }- \ I - -! — SHOWER ______� - ------- - -- - -1 r- 1 , r 102 _ _ __ LUNCH/: - - - -1 -- ------ - - - - -- - - - -- - - - -- II , l I 1 - -- \ / 1 - r\ MEETING - -- �- 11 i L 1 1 I � � �I I 11 I\ / I f J' y IIJ�/ I' ; I 11 I 11 I I 1 11 [- _ 11, l 1 IL - - -J - ------ - - - - - - - - - - - - ------------------------------------------ III I I I I II -�- - ' I I , ' , I ,I , - - - - - -- --- - - - - -- r- I , I , I I I i , - - ----- - - - - -- - - - -- , I it 1 -1/2" CW CONN TO IST CW i' OUTSIDE BLDG. VERIFY EXACT LOCATION & ROUTE BELOW FOOTING. CAP EXIST WATER SERVICES TO BUILDING. _ - - - - _ -- 1---- - _- 0 4 II II I I 11 C , I O ; H , , I I I � I o lr3 , v o I N O I ILD ° I II I II I � 1 3 T! I , 1 o ; � I � I � I I o ; o , / I U / I 6 1 ` U O o I / I N ; 1 o I -J I ILD i (5 11 I 1 - -� - -� \! - - - - -- - - -- - - - - - -- --------------------------- - - -�.- 3 r-------------------------------------------------------------------------- - - - - - nnvI r_laT nvFRF -L DRAINS THRU EXIST SOFFITT AT II I VISIBLE LOCATION (TYP) 0 0 0 � $� CONN TO EXIST AN LEADER Aq WALL CONN TO EXIT RAIN CEADE AT - -- __� `----- 1----- - - - - -- - 1 - - - - -' I',i - -- ice' J - 1 1 I 1 1 1 III II,, 1 I I ._F - -- - -�_1 REPLACE �EXISTIIN 3" RL AS (REQUIRED T01 ; ',; - - I -- - - - -- -- IN O K - -_ SYALLINE-- ---CTW R - �< , I RL- I I I 1 1 I' ' III � - -= �' _ � - - - -- I = — - - - -- - - -- Iilj 11 __ __I - I - - - -- --- 1----------------------= = =f.l_ c-------- - - - - -- -- - - - - -= 1 = = = = =— - =1' -- - —;I� -- -- - - -- - =` --- I'' I`-�'�--------------- - - - -- - -- - ------ - - - - -- --------- ----------- - -_ =_= _ -- ____- - - = -- - -_ 11I —_ L - -I ' 1. = ___-- _____' = = = =I -------------- -_ ___ - -- - - r ------------ - -- I - I n II i it REPLACE EXISTING 3', RL AS REQUIRED TO - , INSTALL NEW DUCTW RK / L -MAIN BLDG I _ - - - I \SHUT -OFF VALVE I,I � I II I ' r — , -- ' I 1 11---- - - - - 1 I -------- �! I - �- 7 - -- - - - - - I I - - I1' , -- - -r I MUD ROOM � z\7 - - -I �- - - -j- - - - - - - - �j- - - - -� 2 "CW 1 1- 1 /4 "CW OPEN III I C _ -�- -- _ -\- + -� -- OFFICE -- --- -�--- -- - -T --- -- 0 I I T 3 /4, >HW P? 3A ____, _________- _______ - - -r7 ----- ,___— T-- ___- _____ - - -__- lI J TOILET I I - I ROOM I I I I I I I I I I I 1 1- 1 /4 "CW —� � P 1A 1 II 1 I I , I I � �• _ , j 1 1 I I —I I \ CONN TOE � I II 1 1 1 I I 1 I I I ) I 1 1 I -- I -- - -- I I ,I I l i I II �-- -� ------ � 1 I I I 1 I I I I I I i •` 2 -1 /2" VTR I I I 1 _ - - ----------------------- - -- 1 -1 /2" V DN 1 -1' REPLACE EXI ING 3" RL AS REQUIRf1)`3S� - ' --------------- - - -- - - =- - - - - -- � ■r 1---- - - - - -- I I I I I I I I I I I M S 9 S architects PLUMBING GENERAL NOTES: 1. FOR PIPING SIZES TO INDIVIDUAL PLUMBING FIXTURES SEE "PLUMBING FIXTURE SCHEDULE ", SHEET MO.01. 2. PROVIDE WALL CLEANOUT BENEATH FIXTURES FOR ALL SINKS AND LAVATORIES. 3. ALL ISOLATION VALVES SHALL BE ACCESSIBLE. PLUMBING CONTRACTOR SHALL COORDINATE WITH OTHER TRADES TO INSURE VALVE IS ACCESSIBLE. 4. OFFSET VTR'S AND PIPING AS REQUIRED TO AVOID DUCTWORK AND OTHER OBSTRUCTIONS. 5. CONDENSATE DRAIN LINES & OVERFLOW DRAIN LINES FROM AHU'S ARE 3/4" UNLESS NOTED OTHERWISE. SEE DETAILS CONN t0 EXIST 4" WASTE !IN WALL. `PROVID� NEW CARRIER IF REQUIRED I -- - - - - - - - �- - -I �- - I — INSTALL NEW UC WORK ROOF HATCH 1� 1 IT -111 1T1 -- COPY /WORK ROOM - P -3A STORAGE IL I P -1A� CONN TO EXIST 2" ROOM ' I 1 3/4 "CW 1 WASTE IN WALL � I I I � ROUTE 112" WASTE HORIZ TOILET IN WALL. COORD STUD 11 - -- - -,1 - 1 - - -- -- ---------------- - - -� -_ CONN 1/2" CW TO I 1 ROOM ' 1 I -- - - - - -- -- I I REINFORCEMENT W/ TOREMA IN ARCHLI II I II I ' �11 �I I 1 � 0 J • u I III I ; I , I -- -'I I CO F. -- - -------------- 0 '��, �I I� CONN TO E) I3 /4 "H - t - - -- l ROOM 2-1/2" VTR 4ANITOR 11 ;,', 1p P -10A WH -1 it -�� / - -i , 11 I 3 �L � I ��I � � � — ,I j1 L' t Il I, I I I I .�I� I I I I I 11'1 � �_RL �- ' 3 /4 "CW I I I I I ------------,'-------------, I I I I I I -L W O ; � C I j T — I I ; I l ' � I I I , I I ` I I i I ' I I , I I I , I - - -' - - - I I - I I I I `----- - - -_ -' - - - - - -1 I - -- `Ev� c1 :L-I N 1 I I I 0 I LM r d I I I ---------- _ T-- -------------------- I I II c 1 I I ' ' I I I , U I' II I I fu-) ui Q I f I fh I till C 11 C , I O ; H , , I I I � I o lr3 , v o I N O I ILD ° I II I II I � 1 3 T! I , 1 o ; � I � I � I I o ; o , / I U / I 6 1 ` U O o I / I N ; 1 o I -J I ILD i (5 11 I 1 - -� - -� \! - - - - -- - - -- - - - - - -- --------------------------- - - -�.- 3 r-------------------------------------------------------------------------- - - - - - nnvI r_laT nvFRF -L DRAINS THRU EXIST SOFFITT AT II I VISIBLE LOCATION (TYP) 0 0 0 � $� CONN TO EXIST AN LEADER Aq WALL CONN TO EXIT RAIN CEADE AT - -- __� `----- 1----- - - - - -- - 1 - - - - -' I',i - -- ice' J - 1 1 I 1 1 1 III II,, 1 I I ._F - -- - -�_1 REPLACE �EXISTIIN 3" RL AS (REQUIRED T01 ; ',; - - I -- - - - -- -- IN O K - -_ SYALLINE-- ---CTW R - �< , I RL- I I I 1 1 I' ' III � - -= �' _ � - - - -- I = — - - - -- - - -- Iilj 11 __ __I - I - - - -- --- 1----------------------= = =f.l_ c-------- - - - - -- -- - - - - -= 1 = = = = =— - =1' -- - —;I� -- -- - - -- - =` --- I'' I`-�'�--------------- - - - -- - -- - ------ - - - - -- --------- ----------- - -_ =_= _ -- ____- - - = -- - -_ 11I —_ L - -I ' 1. = ___-- _____' = = = =I -------------- -_ ___ - -- - - r ------------ - -- I - I n II i it REPLACE EXISTING 3', RL AS REQUIRED TO - , INSTALL NEW DUCTW RK / L -MAIN BLDG I _ - - - I \SHUT -OFF VALVE I,I � I II I ' r — , -- ' I 1 11---- - - - - 1 I -------- �! I - �- 7 - -- - - - - - I I - - I1' , -- - -r I MUD ROOM � z\7 - - -I �- - - -j- - - - - - - - �j- - - - -� 2 "CW 1 1- 1 /4 "CW OPEN III I C _ -�- -- _ -\- + -� -- OFFICE -- --- -�--- -- - -T --- -- 0 I I T 3 /4, >HW P? 3A ____, _________- _______ - - -r7 ----- ,___— T-- ___- _____ - - -__- lI J TOILET I I - I ROOM I I I I I I I I I I I 1 1- 1 /4 "CW —� � P 1A 1 II 1 I I , I I � �• _ , j 1 1 I I —I I \ CONN TOE � I II 1 1 1 I I 1 I I I ) I 1 1 I -- I -- - -- I I ,I I l i I II �-- -� ------ � 1 I I I 1 I I I I I I i •` 2 -1 /2" VTR I I I 1 _ - - ----------------------- - -- 1 -1 /2" V DN 1 -1' REPLACE EXI ING 3" RL AS REQUIRf1)`3S� - ' --------------- - - -- - - =- - - - - -- � ■r 1---- - - - - -- I I I I I I I I I I I M S 9 S architects PLUMBING GENERAL NOTES: 1. FOR PIPING SIZES TO INDIVIDUAL PLUMBING FIXTURES SEE "PLUMBING FIXTURE SCHEDULE ", SHEET MO.01. 2. PROVIDE WALL CLEANOUT BENEATH FIXTURES FOR ALL SINKS AND LAVATORIES. 3. ALL ISOLATION VALVES SHALL BE ACCESSIBLE. PLUMBING CONTRACTOR SHALL COORDINATE WITH OTHER TRADES TO INSURE VALVE IS ACCESSIBLE. 4. OFFSET VTR'S AND PIPING AS REQUIRED TO AVOID DUCTWORK AND OTHER OBSTRUCTIONS. 5. CONDENSATE DRAIN LINES & OVERFLOW DRAIN LINES FROM AHU'S ARE 3/4" UNLESS NOTED OTHERWISE. SEE DETAILS CONN t0 EXIST 4" WASTE !IN WALL. `PROVID� NEW CARRIER IF REQUIRED I -- - - - - - - - �- - -I �- - I — INSTALL NEW UC WORK ROOF HATCH 1� 1 IT -111 1T1 -- COPY /WORK ROOM - P -3A STORAGE IL I P -1A� CONN TO EXIST 2" ROOM ' I 1 3/4 "CW 1 WASTE IN WALL � I I I � ROUTE 112" WASTE HORIZ TOILET IN WALL. COORD STUD 11 - -- - -,1 - 1 - - -- -- ---------------- - - -� -_ CONN 1/2" CW TO I 1 ROOM ' 1 I -- - - - - -- -- I I REINFORCEMENT W/ TOREMA IN ARCHLI II I II I ' �11 �I I 1 � 0 J • u I III I ; I , I -- -'I I CO F. -- - -------------- 0 '��, �I I� CONN TO E) I3 /4 "H - t - - -- l ROOM 2-1/2" VTR 4ANITOR 11 ;,', 1p P -10A WH -1 it -�� / - -i , 11 I 3 �L � I ��I � � � — ,I j1 L' t Il I, I I I I .�I� I I I I I 11'1 � �_RL �- ' 3 /4 "CW I I - -- ` - -1 �', lol , I I' , I ICI, I 1 II -- ------- `I--- - - -1 -- " - - - -- -- - - - -- -- ll --------------------------------- -1 - - -- -------------- - - - - -f ----- - - - - -- II L_ - J I I I 1 /2 "H WC CONN TO E) 4 W FROM - -- --------- � OFFICE RE OPEN BELOW GRADE - -- 1- _- - - I III - - ------ I I ', - PLANE ; -__ -- II _ II F- P -1 A I WALL � I 1' I I I � - - - - -- T --_ T ' ' - - - - - -� EXISTING RL W HORIZ IN __ - }�I 1A � 1 I AS REQUIRED TO ji I I TOILET TOILET - -1 INSTALL NEW - =__- __ - -_ ------ __ -' - -- ROOM ROOM C CONN TO E 1 DUCTWORK it 0 I I _ I I , I „ I 1 , I- I 1 I I I I - \:1 I I 3 I I i , I 3 ' • I I I 2 VTR F _ � , 3 4 CW \ 1 = - - - -- 3 4 "H W, I 1 -- - - - I - - - -- I 1 1 I' I III' J'1 I i I - -3A p —V 1 ----------- 4 i I ill „ - - - -- r , \t I 1/2 HW I � I I I I / -i - - 1 _ -,,' 11 1 - iI I I I 3 4 CW /` EN TRY - - -## = = = - -- i \ � I i i i '• I - - - -- ' , Ij I � - - -� r I I 1 Ill6uIIIj I 1 , I ,1!it , I X1 BREAK (ROOM I WAITING 3 / 4 „ CW 1 --- - - - - - P -5 r R OOM I •- ______ - - , T HWC 1 /2 "H WQ - - I 1 1 , T■ I I � 4�s I— - - - -- - -- - - - - _� - — ^t - - T - - -------- --------- - - - -I. - -- - --- - - - - -- `- -- -'-- - - - -- - - -- -------------------- L 1 PLUMBINGIPLAN P -20 ry P-10 DAYLIGHT OVERFLOW DRAINS /mm TO EXIST 2" I THRU EXIST SOFFITT AT N WASTE IN WALL VISIBLE LOCATION (TYP) M4.1 1 /4 " =1' -�” 0 2' 4' 8' - - - - - -- t---------------------------------------------------------------------- - - - - -- -- 1------------------------------ - - - -mi m --- - - - -t- ----- ------------------ L, SCALE: 114'= 1' -0" 4) (3) I\2j M4.02 j KEY NOTES: i 11 O PROVIDE NEW 3" ROOF DRAINS AND OVERFLOW DRAINS ABOVE CONN TO EXIST RL PIPING (TYP) O (E) TOILET TO BE REMOVED & REMOUNTED ON NEW WALL. 3O ROUTE 2" WASTE HORIZ IN WALL. COORD STUD REINFORCEMENT W/ AR CH L. OPROVIDE REGULATOR WITH BUILT IN STRAINER AND PRESSURE GAUGE BEHIND RECESSED ACCESS PANEL AT THIS LOCATION IF BUILDING WATER PRESSURE ABOVE 60 PSI - FIELD VERIFY. I I I I I I I I I I - — t-------- - - - - -- 510 Capitol Way S. 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COORD STUD REINFORCEMENT W/ AR CH L. OPROVIDE REGULATOR WITH BUILT IN STRAINER AND PRESSURE GAUGE BEHIND RECESSED ACCESS PANEL AT THIS LOCATION IF BUILDING WATER PRESSURE ABOVE 60 PSI - FIELD VERIFY. I I I I I I I I I I - — t-------- - - - - -- 510 Capitol Way S. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com CASTLE HILL ANNEX Renovation 623 Sheridan Street Port Townsend, WA 98368 Revision Number Closing D3fe Date MAY 2006 Sheet rdle PLUMBING PLAN Sheet No. M101 State Project No. 2006 -141 G (1 -1) n M W O 0 C N m o m o Cl) m U. c `Ev� c1 a N E Z 0 LM r d c � U d m fu-) ui Q fh till C = _ N ' a N �N, c tf N 0 0 Z m N n c N T CJ L a N w Closing D3fe Date MAY 2006 Sheet rdle PLUMBING PLAN Sheet No. M101 State Project No. 2006 -141 G (1 -1) C 0 F- d r r7 0 0 N O 0 0 LOI 00 o+ 3 0 4 I 0 0 0 LOU 0 U a d 0 I 0 0 0 0 N - - - -- 12x12 CD -4 300 12x12 CD -4 P75 12x12 CD -4 1275 i i r 1 � - —y i 12x12 CD -4 ,275 12x12 CD -4 X75 I i ;12x12 CD -4 ,275 I I 12x12 CD -4 �75 I I I 1 I 1 C I 1 i ---------- - - - - -- ------- - - - - -- �5 --------- - - -!l -- Y 12x12 CD -4 250 (1 4) ----------------- - - -- ;3) ------- - - -! -2 ) _ - ____ -------------- SCALE: 114'= l' -0" > ( 2 ) 12x12 CD -4 350 6x6 CD -4 100 12X12 CD 50 2x12 CD— M S 9 S architects GENERAL NOTES: 1 SEE MECHANICAL GENERAL NOTES SHEET M0.01 FOR DUCT SIZING & ADDITIONAL REQUIREMENTS. i KEYED NOTES: OTIMER BY DIV 16. OPROVIDE RELAY & INTERLOCK TO START W /HP -5. 3O REMOVE (E) EXHAUST SCOOP & RE —MOUNT W /NEW FLASHING ON NEW ROOFING. O4 18x18 TRANSFER DUCT WITH 24x24 CRG. SEE DETAIL 2/M4.02. B' i I 1 2x12 CD -4 2x12 CD— t 1 ) I C ,� I �� 510 Capitol Ways. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com CASTLE HILL ANNEX Renovation 623 Sheridan Street Port Townsend, WA 98368 Revision Number Date Sheet title Closing Date MAY 2006 HVAC PLAN Sheet No. M4.01 State Project No. 2006 -141 G (1 -1) O ')"L' co �C6 o o co . U P') m U= mcE _ Vl E 1 1 Z N 0 H x U_ d C N U Vi !� m 'n Q O) C N N U W (M M L .O N= 0 C N 1--� O O U Z C N cm L d N N O) Closing Date MAY 2006 HVAC PLAN Sheet No. M4.01 State Project No. 2006 -141 G (1 -1) 0 a- 00 r 0 64 0 CD 0 I o� 3 N O 0 O CID S U / 0 U Q to 0 0 I 0 0 0 i INTERNALLY LINED W/ 1/2" THICK DUCT LINER CONN. COLLAR, SIZE TO MATCH DUCT SHOWN ON PLAN ALL AROUND TYPE 1 EQUIVALENT DUCT SIZE TO DIFFUSER NECK SIZE (BASED ON P. D.) J I I 1" MIN. (TYP.) TRANSITION TO BRANCH DUCT SIZE SIZE TO MATCH DIFFUSER NECK SIZE TYPE 2 NOTES: 1. PROVIDE W/ INDEPENDENT SUPPORTS TO STRUCTURE (SEE SECTION 15090) RELIEF VALVE, PIPE DISCHARGE FULL SIZE TO FLOOR DRAIN SEISMIC STRAP R -10 RIGID INSULATION W /GALV STEEL WRAP NTS WH -1 HEIGHT AS REQUIRED TO SUIT CONDITIONS 2. PROVIDE TYPE 1 UNLESS BUILDING 3. CONSTRUCT PLENUM BOXES OF CONDITIONS REQUIRE LOWER PROFILE - MIN. 26 GA. GALV. STEEL THEN USE TYPE 2 USER PLENUM M 4.02 1 -1/4" HW 4" HIGH CONC. HOUSKEEPING PAD 1 -1/4" CW 3/4" HWC DIV 16 POWER FROM DISCONNECT �— CP -1 J -BOX (BY DIV 16) 1 �1 AQUASTAT (FURNISHED W /PUMP) WIRED BY DIV 16 WATER HEATER DETAIL NTS AMTROL ST -12 DIAPHRAGM EXPANSION TANK, PRE - CHARGE TO 50 PSI, MIN 12 GAL CAP PROVIDE ADDED ELBOWS/ OFFSETS /FIRE DAMPERS F MAY BE SHOWN ON PLAN SOUND -LINED DUCT, SIZE PER PLAN. WHERE SIZE NOT SHOWN MATCH GRILLE SIZE. NET SIZE SHOWN AFTER LINING. r— — — — — — — — I I I I � I � L - - -J — — — — — — — — — — -I I I I � I � I L - - -J V) V) TRANSFE NTS HP 20 GA. S.S. FLASHING, FASTEN TO NAILER AT TOP HOLD -DOWN STRAP, 2" WIDE x 16 GAUGE GALV. STEEL, FASTEN WITH (3) #10 S M. SCREWS TO UNIT & CURB (TYP. 4 PLACES) SEAL SLEEVE WEATHER TIGHT CANT, CUT TO MATCH BLOCKING DIMENSIONS (TYP.) PARTITION WALL M4.02 SHED FOAM GASKET, CONTINUOUS ALL AROUND TOP OF CURB UNION CURB, FURNISHED WITH HVAC UNIT RIGID INSULATION ANCHOR CURB TO BLOCKING & BLOCKING TO TRUSSES BELOW @ 24" O.C. MIN. (E) ROOF ASSEMBLY 6x BLOCKING CUT TO MATCH ROOF SLOPE & ALLOW UNIT TO SIT LEVEL (WITHIN MFR'S TOLERANCES) ANCHOR TO ROOF /BLDG CURB DETAIL 5 NTS M4.02 EXHAUST FAN (ST' ARRANGEMENT MA' ANCHOR TO CURB, 12" O.C. (RESTRAIN FOR 90 MPH WIND SPEED) PRE- FABRICATED CUR DIV 15. SEE ARCH. FC FLASHING ROOF ASSY - SEE ARCH & STRUCT. FRAMING, SEE STRUCTURAL NTS BACKDRAFT DAMPER, ANCHOR TO CURB & DUCT, 12" O.C. )UCT SIZE PER PLAN I�l�l M4.02 MS archite a 510 Capitol Way S. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com CASTLE HILL ANNEX Renovation 623 Sheridan Street Port Townsend, WA 98368 z z a C0 J t N o a 0) a F C7 CD jC U >cu C w U = ~ w E a. E ..Z a w w m N M d N V) V) TRANSFE NTS HP 20 GA. S.S. FLASHING, FASTEN TO NAILER AT TOP HOLD -DOWN STRAP, 2" WIDE x 16 GAUGE GALV. STEEL, FASTEN WITH (3) #10 S M. SCREWS TO UNIT & CURB (TYP. 4 PLACES) SEAL SLEEVE WEATHER TIGHT CANT, CUT TO MATCH BLOCKING DIMENSIONS (TYP.) PARTITION WALL M4.02 SHED FOAM GASKET, CONTINUOUS ALL AROUND TOP OF CURB UNION CURB, FURNISHED WITH HVAC UNIT RIGID INSULATION ANCHOR CURB TO BLOCKING & BLOCKING TO TRUSSES BELOW @ 24" O.C. MIN. (E) ROOF ASSEMBLY 6x BLOCKING CUT TO MATCH ROOF SLOPE & ALLOW UNIT TO SIT LEVEL (WITHIN MFR'S TOLERANCES) ANCHOR TO ROOF /BLDG CURB DETAIL 5 NTS M4.02 EXHAUST FAN (ST' ARRANGEMENT MA' ANCHOR TO CURB, 12" O.C. (RESTRAIN FOR 90 MPH WIND SPEED) PRE- FABRICATED CUR DIV 15. SEE ARCH. FC FLASHING ROOF ASSY - SEE ARCH & STRUCT. FRAMING, SEE STRUCTURAL NTS BACKDRAFT DAMPER, ANCHOR TO CURB & DUCT, 12" O.C. )UCT SIZE PER PLAN I�l�l M4.02 MS archite a 510 Capitol Way S. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com CASTLE HILL ANNEX Renovation 623 Sheridan Street Port Townsend, WA 98368 Revision Number Closing Date Date Sheet Title MAY 2006 MECHANICAL DETAILS Sheet No. M4.02 State Project No. 2006 -141 G (1 -1) r, C0 LID t N o 0) 0 F C7 jC U >cu C U = E _ E ..Z m m M d m U m Q m 2 N U C M L i N Co .a M r ^N' 75 L C r N D a U r C N O L C N d Of Revision Number Closing Date Date Sheet Title MAY 2006 MECHANICAL DETAILS Sheet No. M4.02 State Project No. 2006 -141 G (1 -1) E4 �a ELECTRICAL LEGEND (SOME SYMBOLS MAY NOT BE USED ON DRAWINGS) SYMBOL DESCRIPTION SYMBOL DESCRIPTION REMODEL ELECTRICAL NOTES: DISTRIBUTION AND CIRCUITING ABBREVIATIONS DIAGRAMS PANELBOARD - SURFACE o CIRCUIT BREAKER ALM-L PANELBOARD - FLUSH DISCONNECT SWITCH ® SWITCHBOARD OR MCC (DRAWN TO SCALE) ter- FUSE ® DRY TYPE TRANSFORMER UTILITY COMPANY METER z zz I CROSS LINES INDICATE NUMBER OF CONDUCTORS ABBREV CURRENT TRANSFORMER (CT) th IF MORE THAN TWO WIRE CIRCUIT. LONG DENOTES _III GROUND ELECTRODE SYSTEM REMAIN (E). NEUTRAL. DOT DENOTES GROUND. DOTTED HASH A or AMP AMPERES MIN MARK INDICATES ISOLATED GROUND. CONDUIT 200/150 -3P DEVICE SIZE / FUSE OR TRIP RATING - #12 AWG UNLESS OTHERWISE NOTED OR AMPERE INTERRUPTING CAPACITY No. OF POLES MAXIMUM OVERCURRENT PROTECTION SCHEDULED. ONLY BRANCH CIRCUIT HOMERUNS 2E ALARWSYSTEM -1,5 NEW BIDDER DESIGN. PROVIDE TWO RELAY CONTACT - NORMALLY OPEN ALUMINUM ARE INDICATED WITH CONDUCTOR COUNT. MOUNTED SEE GENERAL ELECTRICAL NOTES. ARCH RELAY CONTACT - NORMALLY CLOSED MTG WIRING CONCEALED IN CEILING OR WALL -O- RELAY COIL _ WIRING CONCEALED BELOW FLOOR o PUSHBUTTON OPERATOR - NORMALLY OPEN '- - - - - -- WIRING EXPOSED PUSHBUTTON OPERATOR - NORMALLY CLOSED AWG HOMERUN N or NEUT CALLOUTS CONDUIT UP, DOWN XXX FIXTURE SYMBOL -�- FLEXIBLE WIRING CONNECTION NOT TO SCALE DETAIL SYMBOL: (AS INDICATED ON DRAWINGS) # - IDENTIFYING NUMBER N C.O. LIGHTING P B B - SHEET WHERE DETAIL TAKEN O LIGHTING OUTLET - CEILING 3. EXISTING BRANCH CIRCUIT WIRING MAY INTERFERE WITH NEW C - SHEET WHERE DETAIL SHOWN t0 LIGHTING OUTLET - WALL If DETAIL SYMBOL: (AS INDICATED ON DRAWINGS) F� FLUORESCENT STRIP FIXTURE (LENGTH TO SCALE) CKT # - IDENTIFYING NUMBER C� FLUORESCENT FIXTURE (TO SCALE ON DRAWINGS) N B -SHEET WHERE DETAIL SHOWN INCLUDE LABOR AND MATERIAL TO MODIFY ANY AFFECTED PENDENT FIXTURE - ROUND CURRENT TRANSFORMER SCHEDULED EQUIPMENT CONNECTION OR SYMBOL PAIR / (INCLUDES FEEDER, DISCONNECT, STARTER, AND ® RECESSED FIXTURE - ROUND PRI OTHER REQUIREMENTS AS SCHEDULED) ® EXIT FIXTURE - CEILING EH -1 MECHANICAL EQUIPMENT CALLOUT. (ELECTRICAL DIAMETER RECPT RECEPTACLE HEATER SHOWN) I� EXIT FIXTURE - WALL DIV DIVISION t ®j EXIT FIXTURE WITH DIRECTION ARROWS ® BUBBLE NOTE TAG SYMBOL: NOTE CHANGES ON RECORD DRAWINGS. # - IDENTIFYING NUMBER V EMERGENCY FIXTURE - TWIN HEAD DWG DWG DRAWING RM FIRE ALARM FLUORESCENT FIXTURE WITH EMERGENCY FAC SYMBOL FOR FIRE ALARM CONTROL PANEL LIGHTING UNIT 5. IT IS ASSUMED THAT EXISTING WIRING ABOVE CEILINGS ARE ELEC REMOTE ANNUNCIATOR No FLUORESCENT STRIP FIXTURE WITH EMERGENCY NOT SUPPORTED PER CODE. INCLUDE NEW CONDUIT SIGNAL ELECTRICAL METALLIC TUBING LIGHTING UNIT ® FIXTURE ON NIGHT LIGHT CIRCUIT TTB TELECOMMUNICATIONS TERMINAL BOARD EXST or (E) (ON CONTINUOUSLY) SP SINGLE POLE 4 DATA (COMPUTER) OUTLET WITH JACK N SUBSCRIPT BY FIXTURE INDICATES NIGHT LIGHT .4 VOICE (TELEPHONE) OUTLET WITH JACK (ON CONTINUOUSLY) FC FOOTCANDLE SW FLUORESCENT FIXTURE - LAY -IN a VOICE AND DATA IN SAME OUTLET 6. FIELD VERIFY ADEQUATE DEPTH AND JOIST SPACING ABOVE 4212 NO. INDICATES QUANTITY OF JACKS IF MORE THAN SWITCHES FLA ONE S SINGLE POLE TOGGLE. SUBSCRIPT a, b, c, etc. INDICATES QUANTITY OF SWITCHES FOR REMODEL SEPARATE CONTROL FLEX HEAVY LINE WEIGHT = NEW WORK S3 THREE -WAY TOGGLE (2 X 4 LAY -IN SHOWN) Di DISCONNECT SWITCH GROUND STANDARD LINE WEIGHT = EXISTING TO REMAIN TELECOMMUNICATIONS TERMINAL BOARD (RECEPTACLE SHOWN) DJ FUSED DISCONNECT SWITCH TIP STANDARD LINE WEIGHT WITH (E) = EXISTING TO 4XE) HZ HERTZ INDICATES TO PROVIDE ROOM OCCUPANCY UNDERWRITERS LABORATORY REMAIN (RECEPTACLE SHOWN) SENSOR(S). (SEE DETAIL).) J -BOX JUNCTION BOX UG UNDERGROUND BROKEN LINE WORK = ELECTRICAL DEMOLITION 4 OCCUPANCY SENSOR - WALL SWITCH TYPE KILOVOLT AMPERES (RECEPTACLE SHOWN) VOLTS OUTLETS MOUNTING HEIGHTS 4D: DUPLEX RECEPTACLE (NEMA 5 -20R) HEIGHT OF OUTLETS MEASURED TO CENTER OF VA FOURPLEX RECEPTACLE (NEMA 5 -20R) SIGNAL BOX, UNLESS OTHERWISE INDICATED 1. SEE ARCHITECTURAL PLANS FOR LOCATION OF FIRE RATED GFCI DUPLEX RECEPTACLE (NEMA 5 -20R) COUNTER HEIGHT ( *) +3 INCHES ABOVE SPLASH W WATTS CASEWORK AND OTHER OUTLETS AS DIRECTED FOURPLEX RECEPTACLE: 1 GENERAL PURPOSE () WIRING DEVICES LIGHTING DUPLEX OUTLET AND (1) COMPUTER PURPOSE SWITCHES 48 INCHES OUTLET (SEE GENERAL NOTE 2) RECEPTACLES 18 INCHES * ASTERISK INDICATES COUNTER HEIGHT OUTLET THERMOSTATS 54 INCHES WITH (DUPLEX RECEPTACLE SHOWN) �$ DUPLEX RECEPTACLE (NEMA 5 -20R) VOICE \ DATA OUTLET 18 INCHES W/o SUBSCRIPT: IG ISOLATED GROUND WC WATER COOLER MCM or KCM THOUSAND CIRCULAR MILS REF REFRIGERATOR FIRE ALARM COP COPIER MANUAL STATIONS 48 INCHES TO TOP HWD HOT WATER DISPENSER SIGNALING DEVICES 80 INCHES TO BOTTOM MWO MICROWAVE OVEN REMOTE ANNUNCIATOR 60 INCHES TO BOTTOM �&R RANGE RECEPTACLE (NEMA 14 -50R) h&p DRYER RECEPTACLE (NEMA 14 -30R) QJ JUNCTION BOX - CEILING 4 1 MOTOR CONNECTION 2. PROVIDE EACH ROOM WITH LOCAL LIGHTING CONTROL AT THE ENTRY /EXIT DOOR UNLESS OTHERWISE NOTED AS AN EXCEPTION (SECTION 1513.1) 3. THE MAXIMUM LIGHTING LOAD CONTROLLED BY A SINGLE SWITCH OR AUTOMATIC CONTROL SHAT_ -L N-OT__EXCEED 16 AMPS. (SECTION 1513.2) 4. PROVIDE SEPARATE CONTROL OF DAYLIG TED ZONES INDEPENDENT OF GENERXt -AREA LIGHTING. - - - - - - DICATES BOUNDARY OF DAYLIGHTED ZONES. TS-ECTfON-1513.3) 5. PROVIDE SEPARATE CONTROL OF INDICATED DISPLAY, EXHIBITION, AND DISPLAY LIGHTING INDEPENDENT OF GENERAL AREA LIGHTING (SECTION 1513.4) 6. PROVIDE AUTOMATIC CONTROL OF EXTERIOR LIGHTING USING TIMER, PHOTOCELL, OR COMBINATION TIMER AND PHOTOCELL AS INDICATED. (SECTION 1513.5) 8. PROVIDE OCCUPANCY SENSORS AND /OR AUTOMATIC TIME SWITCHES AS INDICATED TO AUTOMATICALLY TURN OFF INTERIOR LIGHTS DURING UNOCCUPIED HOURS, IN OFFICE BUILDINGS GREATER THAN 5000 S.F.. (SECTION 1513.6) -4.i MMISSIONIN REQUIREMENTS FOR DAYLIGHT AND OCCUPANT SENSING AUTOMATIC.. -C TROLS, OCCUPANCY SENSORS, AUTOMATIC TIME SWITCHES: �_ _THE L1HTI G CONTROLS SHALL BE TESTED TO ENSURE THAT CONTROL DEVICES, COMPONENTS, EQUIPMENT AND SYSTEMS ARE CALIBRATED, ADJUSTED AND OPERATE IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. PREPARE A COMPLETE REPORT OF TEST PROCEDURES AND RESULTS AND SUBMIT TO THE OWNER. (SECTION 1513.7) C. NEUTRAL CONDUCTOR SIZE FOR MULTI -WIRE BRANCH CIRCUITS SERVING COMPUTER PURPOSE OUTLETS SHALL BE #10 AWG MINIMUM. PROVIDE SEPARATE NEUTRAL CONDUCTOR FOR COMPUTER PURPOSE CIRCUITS WHERE COMPUTER PURPOSE AND GENERAL PURPOSE CIRCUITS SHARE THE SAME CONDUIT. D. MINIMUM BRANCH CIRCUIT CONDUCTOR SIZE FOR OUTDOOR AND EXTERIOR BUILDING LIGHTING SHALL BE #10 AWG. 3. MINIMUM CONDUIT SIZE FOR HOMERUNS SHALL BE 3/4 INCH. 4. WHERE ROOM OCCUPANCY SENSORS ARE INDICATED, PROVIDE QUANTITY AND LOCATION OF DEVICES PER MANUFACTURER'S RECOMMENDATION FOR COMPLETE ROOM COVERAGE AND TO MINIMIZE FALSE ACTIVATION THRU OPEN DOORS. 5. REFER TO ARCHITECTURAL PLANS FOR LIGHT FIXTURE LOCATIONS AND FOR MOUNTING HEIGHT OF SUSPENDED AND WALL MOUNTED LIGHT FIXTURES. REFER TO REFLECTED CEILING PLANS, INTERIOR ELEVATIONS, EXTERIOR ELEVATIONS, ROOM SECTIONS, AND DETAILS SHOWN ON ARCHITECTURAL CONTRACT DOCUMENTS PRIOR TO ROUGH -IN. REPORT CONFLICTS TO ARCHITECT /ENGINEER FOR RESOLUTION. 6. REFER TO ARCHITECTURAL ELEVATIONS FOR LOCATION AND MOUNTING HEIGHT OF WIRING DEVICES. REPORT CONFLICTS TO ARCHITECT /ENGINEER FOR RESOLUTION. 7. VERIFY BACK BOX REQUIREMENTS OF EQUIPMENT FURNISHED UNDER OTHER THAN DIVISION 16 SECTIONS AND EQUIPMENT FURNISHED BY OWNER. 8. SEE MECHANICAL PLANS FOR QUANTITY AND LOCATION OF SMOKE DAMPERS. PROVIDE 120 VOLT CONNECTION TO EACH DAMPER. M S 9 S architects 510 Capitol Way S. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com CASTLE HILL ANNEX Renovation 623 Sheridan Street Port Townsend, WA 98368 r SBPWM: 4/29 /09 REMODEL ELECTRICAL NOTES: ABBREVIATIONS V�o (SOME ABBREVIATIONS MAY NOT BE USED ON DRAWINGS) CD 1. REPLACE ALL WIRING DEVICES AND FACEPLATES WITH NEW o Q AT EXISTING OUTLETS UNLESS INDICATED AS EXISTING TO ABBREV DESCRIPTION th N U REMAIN (E). .0 A or AMP AMPERES MIN MINIMUM AIC AMPERE INTERRUPTING CAPACITY MOP or MOCP MAXIMUM OVERCURRENT PROTECTION a 2E ALARWSYSTEM -1,5 NEW BIDDER DESIGN. PROVIDE TWO AL ALUMINUM MTD MOUNTED OELARM ETE PLANS AND PRODUCT SPECIFICATIONS FOR THE ARCH ARCHITECTURAL MTG MOUNTING � FI SYSTEM IN,5'ffALLATION TO AUTHORITY HAVING U JURISTICTT01tl-FflR-- Rf-v EW AND APPROVAL PRIOR TO SYSTEM AWG AMERICAN WIRE GAUGE N or NEUT NEUTRAL INSTALLATION. C CONDUIT NTS NOT TO SCALE d N C.O. CONDUIT ONLY P B PULLBOX cn 3. EXISTING BRANCH CIRCUIT WIRING MAY INTERFERE WITH NEW CB CIRCUIT BREAKER 0 or PH PHASE1 HVAC DUCTS. COORDINATE WITH MECHANICAL DRAWINGS AND CKT CIRCUIT PNL PANELS N INCLUDE LABOR AND MATERIAL TO MODIFY ANY AFFECTED CT CURRENT TRANSFORMER PR PAIR / WIRING. CU COPPER PRI PRIMARY \ j O� 4. FIELD VERIFY EXISTING CIRCUITS SCHEDULED FOR REUSE TO DIA DIAMETER RECPT RECEPTACLE / EXISTING PANELBOARDS. REVISE CIRCUIT DIRECTORIES AND DIV DIVISION REQ REQUIRED '� NOTE CHANGES ON RECORD DRAWINGS. I DWG DWG DRAWING RM ROOM 5. IT IS ASSUMED THAT EXISTING WIRING ABOVE CEILINGS ARE ELEC ELECTRIC SEC SECONDARY NOT SUPPORTED PER CODE. INCLUDE NEW CONDUIT EMT ELECTRICAL METALLIC TUBING SHT SHEET SUPPORTS FOR EXISTING WIRING ACCESSED DURING EXST or (E) EXISTING SP SINGLE POLE CONSTRUCTION. FA FIRE ALARM STD STANDARD FC FOOTCANDLE SW SWITCH 6. FIELD VERIFY ADEQUATE DEPTH AND JOIST SPACING ABOVE EXISTING CEILINGS PRIOR TO ORDERING RECESSED LIGHT FLA FULL LOAD AMPS SWBD SWITCHBOARD FIXTURES. FLEX FLEXIBLE CONDUIT TEL TELEPHONE GND GROUND TTB TELECOMMUNICATIONS TERMINAL BOARD HP HORSEPOWER TIP TYPICAL HZ HERTZ UL UNDERWRITERS LABORATORY J -BOX JUNCTION BOX UG UNDERGROUND GENERAL ELECTRICAL NOTES: KVA KILOVOLT AMPERES V VOLTS KW KILOWATTS VA VOLT AMPERES 1. SEE ARCHITECTURAL PLANS FOR LOCATION OF FIRE RATED LT LIGHT W WATTS CONSTRUCTION. LTG LIGHTING WP WEATHERPROOF 2. BRANCH CIRCUIT NOTES: MAX MAXIMUM W/ WITH A. ONLY BRANCH CIRCUIT HOMERUNS INDICATE CONDUCTOR MCA MINIMUM CIRCUIT AMPS W/o WITHOUT COUNT IF MORE THAN TWO WIRE CIRCUIT PLUS GROUND. MCM or KCM THOUSAND CIRCULAR MILS XFMR TRANSFORMER CONTINUE WIRE COUNT TO OUTLETS AS REQUIRED TO PROVIDE INDICATED PHASE, NEUTRAL, AND EQUIPMENT GROUND CONDUCTORS PER CODE BASED ON CIRCUIT DESIGNATIONS INDICATED. B. FOR SWITCHED OUTLETS, PROVIDE ADDITIONAL LIGHTING CONTROL NOTES: CONDUCTOR COUNT REQUIRED FOR SWITCH LEGS TO ACCOMMODATE SWITCH CONTROL INDICATED. MAINTAIN 1. THE FOLLOWING NOTES REFERENCE APPLICABLE SECTIONS OF THE UNSWITCHED LEG IN LIGHTING BRANCH CIRCUITS TO EXIT, WASHINGTON STATE ENERGY CODE. EMERGENCY, AND NIGHT LIGHTING SHOWN. 2. PROVIDE EACH ROOM WITH LOCAL LIGHTING CONTROL AT THE ENTRY /EXIT DOOR UNLESS OTHERWISE NOTED AS AN EXCEPTION (SECTION 1513.1) 3. THE MAXIMUM LIGHTING LOAD CONTROLLED BY A SINGLE SWITCH OR AUTOMATIC CONTROL SHAT_ -L N-OT__EXCEED 16 AMPS. (SECTION 1513.2) 4. PROVIDE SEPARATE CONTROL OF DAYLIG TED ZONES INDEPENDENT OF GENERXt -AREA LIGHTING. - - - - - - DICATES BOUNDARY OF DAYLIGHTED ZONES. TS-ECTfON-1513.3) 5. PROVIDE SEPARATE CONTROL OF INDICATED DISPLAY, EXHIBITION, AND DISPLAY LIGHTING INDEPENDENT OF GENERAL AREA LIGHTING (SECTION 1513.4) 6. PROVIDE AUTOMATIC CONTROL OF EXTERIOR LIGHTING USING TIMER, PHOTOCELL, OR COMBINATION TIMER AND PHOTOCELL AS INDICATED. (SECTION 1513.5) 8. PROVIDE OCCUPANCY SENSORS AND /OR AUTOMATIC TIME SWITCHES AS INDICATED TO AUTOMATICALLY TURN OFF INTERIOR LIGHTS DURING UNOCCUPIED HOURS, IN OFFICE BUILDINGS GREATER THAN 5000 S.F.. (SECTION 1513.6) -4.i MMISSIONIN REQUIREMENTS FOR DAYLIGHT AND OCCUPANT SENSING AUTOMATIC.. -C TROLS, OCCUPANCY SENSORS, AUTOMATIC TIME SWITCHES: �_ _THE L1HTI G CONTROLS SHALL BE TESTED TO ENSURE THAT CONTROL DEVICES, COMPONENTS, EQUIPMENT AND SYSTEMS ARE CALIBRATED, ADJUSTED AND OPERATE IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. PREPARE A COMPLETE REPORT OF TEST PROCEDURES AND RESULTS AND SUBMIT TO THE OWNER. (SECTION 1513.7) C. NEUTRAL CONDUCTOR SIZE FOR MULTI -WIRE BRANCH CIRCUITS SERVING COMPUTER PURPOSE OUTLETS SHALL BE #10 AWG MINIMUM. PROVIDE SEPARATE NEUTRAL CONDUCTOR FOR COMPUTER PURPOSE CIRCUITS WHERE COMPUTER PURPOSE AND GENERAL PURPOSE CIRCUITS SHARE THE SAME CONDUIT. D. MINIMUM BRANCH CIRCUIT CONDUCTOR SIZE FOR OUTDOOR AND EXTERIOR BUILDING LIGHTING SHALL BE #10 AWG. 3. MINIMUM CONDUIT SIZE FOR HOMERUNS SHALL BE 3/4 INCH. 4. WHERE ROOM OCCUPANCY SENSORS ARE INDICATED, PROVIDE QUANTITY AND LOCATION OF DEVICES PER MANUFACTURER'S RECOMMENDATION FOR COMPLETE ROOM COVERAGE AND TO MINIMIZE FALSE ACTIVATION THRU OPEN DOORS. 5. REFER TO ARCHITECTURAL PLANS FOR LIGHT FIXTURE LOCATIONS AND FOR MOUNTING HEIGHT OF SUSPENDED AND WALL MOUNTED LIGHT FIXTURES. REFER TO REFLECTED CEILING PLANS, INTERIOR ELEVATIONS, EXTERIOR ELEVATIONS, ROOM SECTIONS, AND DETAILS SHOWN ON ARCHITECTURAL CONTRACT DOCUMENTS PRIOR TO ROUGH -IN. REPORT CONFLICTS TO ARCHITECT /ENGINEER FOR RESOLUTION. 6. REFER TO ARCHITECTURAL ELEVATIONS FOR LOCATION AND MOUNTING HEIGHT OF WIRING DEVICES. REPORT CONFLICTS TO ARCHITECT /ENGINEER FOR RESOLUTION. 7. VERIFY BACK BOX REQUIREMENTS OF EQUIPMENT FURNISHED UNDER OTHER THAN DIVISION 16 SECTIONS AND EQUIPMENT FURNISHED BY OWNER. 8. SEE MECHANICAL PLANS FOR QUANTITY AND LOCATION OF SMOKE DAMPERS. PROVIDE 120 VOLT CONNECTION TO EACH DAMPER. M S 9 S architects 510 Capitol Way S. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com CASTLE HILL ANNEX Renovation 623 Sheridan Street Port Townsend, WA 98368 r SBPWM: 4/29 /09 Revision Number Closing Date Date Sheet Title LEGEND, NOTES & ABBREV. Sheet No. MAY 2006 E0.01 State Project No. 2006 -141 G (1 - 1) V�o CD 0 o Q U th N U cu.) .0 C6 E Z N U a m �� _ m C � U dQO �U d N C Co L cn co IN n t C 'C N C a F-� U h C N L N N N d a! Revision Number Closing Date Date Sheet Title LEGEND, NOTES & ABBREV. Sheet No. MAY 2006 E0.01 State Project No. 2006 -141 G (1 - 1) I ' I II I , L 4Y L A 4Y tiY 1 I\ I I\ I I I I \ I I \ I I i L— — I I I I I I L' � tIY tIY ; III I I I\ I I\ I I � I I �J DIY ` -xFY � I tIY I I I I J=a I I L LS I , J I /'I I /' I I •- t ti ii I ' -- - - - - - -J WC \ I --J it = II I L A lIY L � y `I I I I J i I 1 I II r7 I 'I i I I I I I 1 I I I I I n � I� 1 I _ ---------------------------- �a 5 r /I I , J I /'I I /' I I •- t ti ii I ' -- - - - - - -J WC \ I --J it = II I L A lIY L � = -1 /' I I r7 I 'I i I I I I I 1 I I I I I n � I� 1 I _ ---------------------------- �a 5 r /I I , I /'I r; I — I , I /'I I /' I I •- t ti ii I ' -- - - - - - -J WC \ I --J it = II I L A lIY L � = -1 /' I I I \\ I L - - -� I \k I L� --1y I II I f \ I h II ' i I ' ' — ___________________ II I i i I 11 I / I I I ' I r-I-- --_ —>I r /I I i I 1 r �I C7 V 7t -- - - - - - - -- --- I I II' I Le // - - -- 1 , ------- I-- -�—I_- I -Al Iii _ .J— ._._L, i `x' I I I I I II II ----- ------------------------------------ -------------------------- - - - - -- -- - 2 - - - - - - -- - I I II I ' II II II II I II L, tIY tIY DIY L' DIY I ilY L' tIY Q A A L L� L - - //I r--- - - -- 11 r- - - - - -- I I I r� T I I I � I I I I I I I I � 1 J I I I i ' -- -- C 7 --- - - - -, I , I I I I I I I I I Ob co SERVICE EQUIPMENT TO REMAIN t/ �I------- - - --r- - -- -- II , I I II II , I I u I\ I I I tna \\ I \ I / I I Hill \y k -:r r T 3 ---- - - - - -- `v II , , If / 1! =L i /u` ii r y �`' I/ �I II g l l 4 A -- - - - - -J I I I I _ + ;; I I I I 1 I I I I I I I I I I I j�" L_ r I I r - - - - -- JI r T r - - - - -- T l`\ 1 i \ �V L J L 1 1 r r°"°a -- — —iiii- III --------- - - - - -- = = = =-1 L - - -y L — r — I /' I I /'I I /' I I •- t ti ii I ' -- - - - - - -J WC \ I --J it = II I = -1 /' I I \\ I L - - -� I \k I L� --1y I II I f \ I h II ' ' ' — ___________________ ------- I-- -�—I_- I -Al Iii _ .J— ._._L, i `x' I I I I I II II ----- ------------------------------------ -------------------------- - - - - -- -- - 2 - - - - - - -- - I I II I ' II II II II I II L, tIY tIY DIY L' DIY I ilY L' tIY Q A A L L� L - - //I r--- - - -- 11 r- - - - - -- I I I r� T I I I � I I I I I I I I � 1 J I I I i ' -- -- C 7 --- - - - -, I , I I I I I I I I I Ob co SERVICE EQUIPMENT TO REMAIN t/ �I------- - - --r- - -- -- II , I I II II , I I u I\ I I I tna \\ I \ I / I I Hill \y k -:r r T 3 ---- - - - - -- `v II , , If / 1! =L i /u` ii r y �`' I/ �I II g l l 4 A -- - - - - -J I I I I _ + ;; I I I I 1 I I I I I I I I I I I j�" L_ r I I r - - - - -- JI r T r - - - - -- T l`\ 1 i \ �V L J L 1 1 r r°"°a -- — —iiii- III --------- - - - - -- = = = =-1 L - - -y L — r — I /' I I V1 II rRJ DEMO CARD READER III I IIII L y ------ L \ '— --� —J ____ - L - - -y - - -y L - - -y �/) \ \ ----- �-- - -- - -- L "„ \ L' IIII \ \ JI i L —_ —\J IIII I 1 IIII hl I I F —T -T -1 L - - -\J L - - -y L — -------- - - - - -- --- ;---- - - - - -- hni — � \ IIn r� - - -r r\ - - -, •\ ii IIII \\ I I \\ I I ---- - - - - -T- --------- x� - - -y ` - - -y ' \ I J /-- - - - - -J \ I II � — II I \I 3 77 -- ----- - - - - -; I I I MS S - A I � 1 architects GENERAL NOTES: 11 PROVIDE COMPLETE DEMOLITION OF ALL .I I LIGHTING POWER WIRING, AND DEVICES I EXCEPT AS NOTED. I Z. PROVIDE COMPLETE DEMOLITION OF it VOICE /DATA SIGNAL SYSTEMS, INCLUDING DEVICES, AND STATION WIRING BACK TO PATCH PANELS IN IT ROOM. ` 3. EXISTING CONDUIT RACEWAYS MAY BE y REUSED IF THEY MEET NEW CONSTRUCTION LAYOUT AND 1 REQUIREMENTS. 4. INCLUDE IN BID THE COMPLETE i^ l 1 DEMOLITION OF 10 ADDITIONAL DEVICES, = AND WIRING BACK TO PANEL. BUBBLE NOTES: 7-1 oil PROVIDE COMPLETE DEMOLITION OF ELECTRICAL WIRING TO MECHANICAL UNITS ON ROOF. O2 POWER POLES. REMOVE AND SALVAGE C POLES TO OWNER. PROVIDE COMPLETE DEMOLITION OF POWER AND SIGNAL. (TYP _ OF 6) 1 I IT ROOM. PROVIDE LIMITED DEMOLITION AS OI NOTED. ® ELECTRICAL PANELS TO REMAIN. (TYP) O5 REMOVE AND SALVAGE TO OWNER PATCH PANELS IN EXISTING IT RACK AND 110 J BLOCKS EXCEPT THAT FIBER PATCH PANEL AND ROUTERS SHALL REMAIN. ©; DEMO COMPLETE PHOTO CELLS AND RECEPTACLES LOCATED ON THE ROOF. O; DISCONNECT POWER TO AUTOMATIC DOOR 1 OPERATORS AND CONTROLLERS. REMOVE AND SALVAGE PANELS TO OWNER. O9 1 DEMO WIRING COMPLETE TO EXHAUST FANS FOR REMOVAL. SECURITY PANELS COMPLETE U r ll of LIGHTING DEMO PLAN N - - - - -- 2 - - - -- 4-------- - - - - -- 8-- _8,000. C7Sf - - - - -- 2 SCALE: 114' = 1 ' -0" I c I I I I I C I I I I I I I I ------- - - - --1 510 Capitol Way S. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com CASTLE HILL ANNEX Renovation 623 Sheridan Street Port Townsend, WA 98368 ESPMM: 4/24/08 in gyp�// ° Co o F1 OD "? m 0) m o v m 0) C Ja E v Lot E 7 y y E Z U a m m CO o 7 m C E W m N co N N C? a r co L r W m a m r [N� _ CO C 0 N ? C 0) d L 0] w 11 m Revision Number Closing Date Date MAY 2006 Sheet rBe ELECTRICAL DEMOLITION Sheet No. E1.01 State Project No. 2006 -141 G (1 -1) it I /'I I /' I I •- t ti ii I ' -- - - - - - -J WC Iln 1 II rRJ DEMO CARD READER III I IIII L y ------ L \ '— --� —J ____ - L - - -y - - -y L - - -y �/) \ \ ----- �-- - -- - -- L "„ \ L' IIII \ \ JI i L —_ —\J IIII I 1 IIII hl I I F —T -T -1 L - - -\J L - - -y L — -------- - - - - -- --- ;---- - - - - -- hni — � \ IIn r� - - -r r\ - - -, •\ ii IIII \\ I I \\ I I ---- - - - - -T- --------- x� - - -y ` - - -y ' \ I J /-- - - - - -J \ I II � — II I \I 3 77 -- ----- - - - - -; I I I MS S - A I � 1 architects GENERAL NOTES: 11 PROVIDE COMPLETE DEMOLITION OF ALL .I I LIGHTING POWER WIRING, AND DEVICES I EXCEPT AS NOTED. I Z. PROVIDE COMPLETE DEMOLITION OF it VOICE /DATA SIGNAL SYSTEMS, INCLUDING DEVICES, AND STATION WIRING BACK TO PATCH PANELS IN IT ROOM. ` 3. EXISTING CONDUIT RACEWAYS MAY BE y REUSED IF THEY MEET NEW CONSTRUCTION LAYOUT AND 1 REQUIREMENTS. 4. INCLUDE IN BID THE COMPLETE i^ l 1 DEMOLITION OF 10 ADDITIONAL DEVICES, = AND WIRING BACK TO PANEL. BUBBLE NOTES: 7-1 oil PROVIDE COMPLETE DEMOLITION OF ELECTRICAL WIRING TO MECHANICAL UNITS ON ROOF. O2 POWER POLES. REMOVE AND SALVAGE C POLES TO OWNER. PROVIDE COMPLETE DEMOLITION OF POWER AND SIGNAL. (TYP _ OF 6) 1 I IT ROOM. PROVIDE LIMITED DEMOLITION AS OI NOTED. ® ELECTRICAL PANELS TO REMAIN. (TYP) O5 REMOVE AND SALVAGE TO OWNER PATCH PANELS IN EXISTING IT RACK AND 110 J BLOCKS EXCEPT THAT FIBER PATCH PANEL AND ROUTERS SHALL REMAIN. ©; DEMO COMPLETE PHOTO CELLS AND RECEPTACLES LOCATED ON THE ROOF. O; DISCONNECT POWER TO AUTOMATIC DOOR 1 OPERATORS AND CONTROLLERS. REMOVE AND SALVAGE PANELS TO OWNER. O9 1 DEMO WIRING COMPLETE TO EXHAUST FANS FOR REMOVAL. SECURITY PANELS COMPLETE U r ll of LIGHTING DEMO PLAN N - - - - -- 2 - - - -- 4-------- - - - - -- 8-- _8,000. C7Sf - - - - -- 2 SCALE: 114' = 1 ' -0" I c I I I I I C I I I I I I I I ------- - - - --1 510 Capitol Way S. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com CASTLE HILL ANNEX Renovation 623 Sheridan Street Port Townsend, WA 98368 ESPMM: 4/24/08 in gyp�// ° Co o F1 OD "? m 0) m o v m 0) C Ja E v Lot E 7 y y E Z U a m m CO o 7 m C E W m N co N N C? a r co L r W m a m r [N� _ CO C 0 N ? C 0) d L 0] w 11 m Revision Number Closing Date Date MAY 2006 Sheet rBe ELECTRICAL DEMOLITION Sheet No. E1.01 State Project No. 2006 -141 G (1 -1) , I /' I I •- t ti ii I ' -- - - - - - -J WC Iln 1 it = II I = -1 /' I II I f \ I II ' ' II I i i I I ' ' � � it r l if 9 --------------- - -- 4 - I rRJ DEMO CARD READER III I IIII L y ------ L \ '— --� —J ____ - L - - -y - - -y L - - -y �/) \ \ ----- �-- - -- - -- L "„ \ L' IIII \ \ JI i L —_ —\J IIII I 1 IIII hl I I F —T -T -1 L - - -\J L - - -y L — -------- - - - - -- --- ;---- - - - - -- hni — � \ IIn r� - - -r r\ - - -, •\ ii IIII \\ I I \\ I I ---- - - - - -T- --------- x� - - -y ` - - -y ' \ I J /-- - - - - -J \ I II � — II I \I 3 77 -- ----- - - - - -; I I I MS S - A I � 1 architects GENERAL NOTES: 11 PROVIDE COMPLETE DEMOLITION OF ALL .I I LIGHTING POWER WIRING, AND DEVICES I EXCEPT AS NOTED. I Z. PROVIDE COMPLETE DEMOLITION OF it VOICE /DATA SIGNAL SYSTEMS, INCLUDING DEVICES, AND STATION WIRING BACK TO PATCH PANELS IN IT ROOM. ` 3. EXISTING CONDUIT RACEWAYS MAY BE y REUSED IF THEY MEET NEW CONSTRUCTION LAYOUT AND 1 REQUIREMENTS. 4. INCLUDE IN BID THE COMPLETE i^ l 1 DEMOLITION OF 10 ADDITIONAL DEVICES, = AND WIRING BACK TO PANEL. BUBBLE NOTES: 7-1 oil PROVIDE COMPLETE DEMOLITION OF ELECTRICAL WIRING TO MECHANICAL UNITS ON ROOF. O2 POWER POLES. REMOVE AND SALVAGE C POLES TO OWNER. PROVIDE COMPLETE DEMOLITION OF POWER AND SIGNAL. (TYP _ OF 6) 1 I IT ROOM. PROVIDE LIMITED DEMOLITION AS OI NOTED. ® ELECTRICAL PANELS TO REMAIN. (TYP) O5 REMOVE AND SALVAGE TO OWNER PATCH PANELS IN EXISTING IT RACK AND 110 J BLOCKS EXCEPT THAT FIBER PATCH PANEL AND ROUTERS SHALL REMAIN. ©; DEMO COMPLETE PHOTO CELLS AND RECEPTACLES LOCATED ON THE ROOF. O; DISCONNECT POWER TO AUTOMATIC DOOR 1 OPERATORS AND CONTROLLERS. REMOVE AND SALVAGE PANELS TO OWNER. O9 1 DEMO WIRING COMPLETE TO EXHAUST FANS FOR REMOVAL. SECURITY PANELS COMPLETE U r ll of LIGHTING DEMO PLAN N - - - - -- 2 - - - -- 4-------- - - - - -- 8-- _8,000. C7Sf - - - - -- 2 SCALE: 114' = 1 ' -0" I c I I I I I C I I I I I I I I ------- - - - --1 510 Capitol Way S. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com CASTLE HILL ANNEX Renovation 623 Sheridan Street Port Townsend, WA 98368 ESPMM: 4/24/08 in gyp�// ° Co o F1 OD "? m 0) m o v m 0) C Ja E v Lot E 7 y y E Z U a m m CO o 7 m C E W m N co N N C? a r co L r W m a m r [N� _ CO C 0 N ? C 0) d L 0] w 11 m Revision Number Closing Date Date MAY 2006 Sheet rBe ELECTRICAL DEMOLITION Sheet No. E1.01 State Project No. 2006 -141 G (1 -1) SECURITY PANELS COMPLETE U r ll of LIGHTING DEMO PLAN N - - - - -- 2 - - - -- 4-------- - - - - -- 8-- _8,000. C7Sf - - - - -- 2 SCALE: 114' = 1 ' -0" I c I I I I I C I I I I I I I I ------- - - - --1 510 Capitol Way S. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com CASTLE HILL ANNEX Renovation 623 Sheridan Street Port Townsend, WA 98368 ESPMM: 4/24/08 in gyp�// ° Co o F1 OD "? m 0) m o v m 0) C Ja E v Lot E 7 y y E Z U a m m CO o 7 m C E W m N co N N C? a r co L r W m a m r [N� _ CO C 0 N ? C 0) d L 0] w 11 m Revision Number Closing Date Date MAY 2006 Sheet rBe ELECTRICAL DEMOLITION Sheet No. E1.01 State Project No. 2006 -141 G (1 -1) Revision Number Closing Date Date MAY 2006 Sheet rBe ELECTRICAL DEMOLITION Sheet No. E1.01 State Project No. 2006 -141 G (1 -1) 3 ------ I hJ 1 1 O - - LE-J] l— '1_1 ! A , I ;� I I I I I ; III 1 I I I I ! I I ! i ! I I II i i i i I ; i �," �• � I 1 'I I -_ -_- I I I 1? t ! PUB IC WO K$ �-- � - � I I -- - - - - - - �— L - -L DRECTO �> y / I - !I it I l 1 ! b I:�i, .�: 'b' 6I II I 11 ! - - M S architects _ � b b _ b -, / ° 2 _ n GENERAL NOTES: � i ! OPEN v II OFFICE I ' � I j ` 1. PROVIDE ALL FIXTURES SHOWN UNDER - ! 1 -- rn FI2 BASE BID. PROVIDE ALTERNATE BID TO 2 21 n t' 2 j -- r___ - =_ = i 211i -i_ I _ I l to i; - 2 ! ,`2I ;I ;' - -- - - °j = - PROVIDE FIXTURE TYPES FI2 & FI3 WITH - - -- -_' - _ =' ___ - - -' L 2_ =� _r___ =___ P _I -- 1=--- = -__ = '_� - -`- -- -- - --i -- I I DIFFERENT OPTICS. SEE LIGHTING I � - =-r - == _ - __ =� =�_= -_ - =-fir- = 1= = = - =1- =__ -- � -- _ __ - -- - - - -- I ! I I I j FI3 II I I I I 1 1 I I I I I I O 1 i I CO;Uf Ty I - -- r - I O ��o ENGIl$IEERI I TOILET \ y ✓ �. I ROOM cn Il OOM I 120 M � UU = I ��• 1 ' 3 3 t !t Z M - m J � - -- - -T- - - + 3 � I, U II I ISa I ! i ! I I II i i i i I ; i �," �• � I 1 'I I -_ -_- I I I 1? t ! PUB IC WO K$ �-- � - � I I -- - - - - - - �— L - -L DRECTO �> y / I - !I it I l 1 ! b I:�i, .�: 'b' 6I II I 11 ! - - M S architects _ � b b _ b -, / ° 2 _ n GENERAL NOTES: � i ! OPEN v II OFFICE I ' � I j ` 1. PROVIDE ALL FIXTURES SHOWN UNDER - ! 1 -- rn FI2 BASE BID. PROVIDE ALTERNATE BID TO 2 21 n t' 2 j -- r___ - =_ = i 211i -i_ I _ I l to i; - 2 ! ,`2I ;I ;' - -- - - °j = - PROVIDE FIXTURE TYPES FI2 & FI3 WITH - - -- -_' - _ =' ___ - - -' L 2_ =� _r___ =___ P _I -- 1=--- = -__ = '_� - -`- -- -- - --i -- I I DIFFERENT OPTICS. SEE LIGHTING I � - =-r - == _ - __ =� =�_= -_ - =-fir- = 1= = = - =1- =__ -- � -- _ __ - -- - - - -- I ! I I I j FI3 II I I I I 1 1 I I I I I I O 1 - -' — -I -I -- - -- -_� SCHEDULE E6.01) I L -- =- - j r L_ 1 BUBBLE NOTES: -- - -- - _ b 11 ly I b jl b I b I `_\ ! _ - �1 PROVIDE WITH LOW TEMPERATURE START I 1 EMERGENCY BALLAST. LOCATE TEST SWITCH INSIDE ADJACENT DOOR NEAR CEILING. LIGHTING OVERRIDE SENSOR. (SEE DETAIL N E7.01) I— -- j -IT MUD 1- - -- - -r- ` EI - -- -- - -- I, j I fi I COM I CONNECT SWITCH IN SERIES WITH 3 FI2 - -- - - _ -- __ I 1 8 OCCUPANCY SENSOR SWITCH. - -- - -- i - -- - - -- -- - - - (---- - - -C -- LOCATE PHOTO CELL TO LCC ON ROOF b- ! ON PARAPET WALL. j- - - - - -- -- — — -- - -- -- - -- I — �I C 3 I t - - -, I 1'. - ---- -J - - -- -L I I � ,/ TOILET I ' a, ° L ,l' -- I I ROOM - I, 4 ;I I -- l� I I�! I I I I— ! � � I I t o� , 1 4 _I� r- r- -� r -� - + - -- i_J_ -- I I - - -- - L - -� - -L - -- - -- I I I 4� I 4 I 3 a ;a j --- ^� I �l I I T I —f T I ! =1 II OP IN -� -4 - -1 - -'J 4 - -- 3 j I 1116 I I I ! -- - - - - - - -- �- -- --- IF r -- -- -- - - -- - - I °I I I a ! NI - - - -- m I'' II I Li - - -T+ -- r - - -1 -- ; �- - - - -a' I � I L� I j � I - -- J I _ t I I I r , -�- 4 - -- - = - AN- _L_14 r; i I I ! I II ! II ° a b!l a bil C N . Pr A -15 ROD if 4 � II 'I III 1 I I I ' If III � a br a bu _ if 71- JI FI3, jr- r I jl I 1 II 1511 i a b _ a'bl I I a Is I i TRANSPO ENIGINEERIFv1ANA i I! TATIONI& ` -� - -- r - O ��o I TOILET \ I, OILEI �t I ROOM cn Il OOM m 120 M � UU = I I 1 E I — !t Z M m m j U M� m - -' — -I -I -- - -- -_� SCHEDULE E6.01) I L -- =- - j r L_ 1 BUBBLE NOTES: -- - -- - _ b 11 ly I b jl b I b I `_\ ! _ - �1 PROVIDE WITH LOW TEMPERATURE START I 1 EMERGENCY BALLAST. LOCATE TEST SWITCH INSIDE ADJACENT DOOR NEAR CEILING. LIGHTING OVERRIDE SENSOR. (SEE DETAIL N E7.01) I— -- j -IT MUD 1- - -- - -r- ` EI - -- -- - -- I, j I fi I COM I CONNECT SWITCH IN SERIES WITH 3 FI2 - -- - - _ -- __ I 1 8 OCCUPANCY SENSOR SWITCH. - -- - -- i - -- - - -- -- - - - (---- - - -C -- LOCATE PHOTO CELL TO LCC ON ROOF b- ! ON PARAPET WALL. j- - - - - -- -- — — -- - -- -- - -- I — �I C 3 I t - - -, I 1'. - ---- -J - - -- -L I I � ,/ TOILET I ' a, ° L ,l' -- I I ROOM - I, 4 ;I I -- l� I I�! I I I I— ! � � I I t o� , 1 4 _I� r- r- -� r -� - + - -- i_J_ -- I I - - -- - L - -� - -L - -- - -- I I I 4� I 4 I 3 a ;a j --- ^� I �l I I T I —f T I ! =1 II OP IN -� -4 - -1 - -'J 4 - -- 3 j I 1116 I I I ! -- - - - - - - -- �- -- --- IF r -- -- -- - - -- - - I °I I I a ! NI - - - -- m I'' II I Li - - -T+ -- r - - -1 -- ; �- - - - -a' I � I L� I j � I - -- J I _ t I I I r , -�- 4 - -- - = - AN- _L_14 r; i I I ! I II ! II ° a b!l a bil C N . Pr A -15 ROD if 4 � II 'I III 1 I I I ' If III � a br a bu _ if 71- JI FI3, jr- r I jl I 1 II 1511 i a b _ a'bl I I a Is I .ate• Fw2 1 I I COPY/VC IRK j STC RAGE ROOM ! I ROOM L 113 1 IN V A -13,15 L 5 ` 13 _ 13 I 1 I FW2�' 13 g I I � LCC -7 I � I `- -• I TOILET - - -- -- L �- ; F I OOM I — [+ I' A 106 LCC _ _ ❑ B I I of 5 5 D C t j l II 5 „I 5 I FWA li! I JANITOR —i G !!II 1 103 V 1 ! j 011 s 3 0 !', - - - - R2 . b 5 I I 15 i 5 IL -_ I I!•! I �`�� il ! I.' - 5 6 6 III i I jj I `i ! I OFFIPE t D b - -- - -- I FI2 I ! � - -- - � - - -- I - -_ - - -- -DA IGHT ZONE ( ) - - -- <$> I - -- 1- - - -5 -- ! - - - -= — 5 I I =J I O a a N \b !- J - - - - -- --'-- -5 - -- - -- II 6 i - - -- - -- I > - < -,IIII - -- _. II 3 $ E/�1C ' '- I - -1_-_ _ __ t G' �\� -�J I iil I L_- I - COW. A�Y - --- - _ �R OM - i ROOM ` _ I _ I 121 I 1 1 _ 6 6 —I_- 1 l I I WA�T � o I G I R26 W r �� I - 1 15 � b I I FI3 Kf 1 j s — — - --------------------------------------- --------- - - - - -- aI - -- - -- - -- - IGHTI_NG FLIOR PLAN SCALE: 1 /9'= 1' -0" I C I I O I I I I 510 Capitol Way S. Olympia, WA 98501 Tel 360. 43.6774 Fax 360.352.7005 msgsarch.com CASTLE HILL ANNEX Renovation 623 Sheridan Street Port Townsend, WA 98368 EVHM! 4/27/08 O ��o TOILET \ o OILEI �t I ROOM cn Il OOM m 120 M � UU = � I E y .ate• Fw2 1 I I COPY/VC IRK j STC RAGE ROOM ! I ROOM L 113 1 IN V A -13,15 L 5 ` 13 _ 13 I 1 I FW2�' 13 g I I � LCC -7 I � I `- -• I TOILET - - -- -- L �- ; F I OOM I — [+ I' A 106 LCC _ _ ❑ B I I of 5 5 D C t j l II 5 „I 5 I FWA li! I JANITOR —i G !!II 1 103 V 1 ! j 011 s 3 0 !', - - - - R2 . b 5 I I 15 i 5 IL -_ I I!•! I �`�� il ! I.' - 5 6 6 III i I jj I `i ! I OFFIPE t D b - -- - -- I FI2 I ! � - -- - � - - -- I - -_ - - -- -DA IGHT ZONE ( ) - - -- <$> I - -- 1- - - -5 -- ! - - - -= — 5 I I =J I O a a N \b !- J - - - - -- --'-- -5 - -- - -- II 6 i - - -- - -- I > - < -,IIII - -- _. II 3 $ E/�1C ' '- I - -1_-_ _ __ t G' �\� -�J I iil I L_- I - COW. A�Y - --- - _ �R OM - i ROOM ` _ I _ I 121 I 1 1 _ 6 6 —I_- 1 l I I WA�T � o I G I R26 W r �� I - 1 15 � b I I FI3 Kf 1 j s — — - --------------------------------------- --------- - - - - -- aI - -- - -- - -- - IGHTI_NG FLIOR PLAN SCALE: 1 /9'= 1' -0" I C I I O I I I I 510 Capitol Way S. Olympia, WA 98501 Tel 360. 43.6774 Fax 360.352.7005 msgsarch.com CASTLE HILL ANNEX Renovation 623 Sheridan Street Port Townsend, WA 98368 EVHM! 4/27/08 Revision Number Closing Date Date MAY 2006 Sheet Title LIGHTING FLOOR PLAN Sheet No. E2.01 State Project No. 2006 -141 G (1 -1) O ��o rn o �t cn m M m UU = d E y E _ Z M m m Owl U M� m N a) m N c� Q c = C - N L L O a a Z m m -it L N a d a> Revision Number Closing Date Date MAY 2006 Sheet Title LIGHTING FLOOR PLAN Sheet No. E2.01 State Project No. 2006 -141 G (1 -1) a� !711 n I i r ------- - - - - -- - - --------------------- ------- - - - - -- - -- - - - -- ------------------ SCALE: 114 "= 1' -0" MS 9 S architects GENERAL NOTES: PROVIDE BLANK COVER PLATES ON ALL UNUSED OPENINGS BUBBLE NOTES: j PROVIDE WP WHILE IN USE LOCKABLE COVER. COORDINATE INSTALLATION OF DEVICES IN FRONT COUNTER WITH GENERAL CONRACTOR. PROVIDE HOLES IN STEEL TUBING FOR RACEWAYS AS REQUIRED. (SEE ARCHITECTURAL DETAILS) 3 CHASE WIRING TO FRONT COUNTER DOWN COLUMN. PROVIDE 8 "x8 "x6" WP BOX AT +8 FEET WITH 2" CONDUIT INTO SHED FOR METERING ANTENEA. CONTACT AND COORDINATE WITH MATT MATHESON PSE METERING DEPT. (253)476 -6305. OBTAIN KEY LOCKBOX BASE FROM MATT AND INSTALL NEXT TO SERVICE SHED. LOCATE COMPUTER RECEPTACLE ADJACENT TO SIGNAL OUTLET. (TYPICAL) COORDINATE FINAL PLACEMENT WITH OWNER PRIOR TO INSTALLATION. 510 Capitol Way S. Olympia, WA 98501 Tel 36D.943.6774 Fax 360.352.7005 msgsarch.com CASTLE HILL ANNEX Renovation 623 Sheridan Street Port Townsend, WA 98368 Revision Number Date Sheet idle �o f IXXPn=! 4/97/D8 I Cn 0 m m F-i 0) m o 9 U >ci � m U, E y 'F y E in N Z 0 X a m H L d C E pp ro f� d Lo L) 0) LD M C co (o L N= N Mc m CO C O 0 O N V i� U ? a 1 O L m C N d 01 Closing Date MAY 2006 POWER & SIGNAL FLOOR PLAN Sheet No. E3.01 State Project No. 2006 -141 G (1 -1) EXISTING THREE PHASE PANEL THREE PHASE PANEL SCHEDULE SINGLE PHASE PANEL SCHEDULE ID: A C Enclosure: Enclosure: Voltage: 208/120, 4W Rating: 200 Rating: 200 Amps Assembly AIC: NX Flush Section: 1 OF 1 XX Flush XX Flush U ZX Main Lugs ZX 10K XMMain Lugs QX 10K Location: OPEN OFFICE 102 Location: OPEN OFFICE 102 XXMain Lugs ❑X 10K Surface Location: IT RM 104 Surface Surface Gnd Isolated Gnd Isolated Gnd Main Breaker E]NEMA 3R Main Breaker []22K R E]NEMA 3R d E]NEMA 3R E]NEMA 3R E]42K E]TVSS Feed Thru Lugs E]42K E]NEMA 12/3R Feed Thru Lugs E]42K 42K E]NEMA 12/3R Service E]200% Neutral E]NEMA 12/3R DESCRIPTION Double Lugs E]200% Neutral Rated CODE Double Lugs Service Rated CODE DESCRIPTION BKR VA BKR CKT CKT PHASE CKT BKR CODE VA DESCRIPTION CODE L LTG - OPEN OFFICE 110, RM 108 1105 20 A 1 A 2 125/3 COMP -RECPT RM 109,OPEN OFFICE 110 7985 HEAT PUMP (HP -1) M L LTG - OPEN OFFICE 110, RM 109 1170 20 3 3 B 4 * 900 7985 R M L LTG - OPEN OFFICE 116, RM 113,114 865 20 RECPT -RM 114,OPEN OFFICE 5 C 6 20 5 7985 COMP -RECPT RM 102,112 M L LTG - OPEN OFFICE 116 110 1040 20 20 7 A 8 90/3 20 5553 HEAT PUMP (HP -2) M L LTG - OPEN OFFICE 102 110 1235 20 1080 9 B 10 * 10 5553 9 M L LTG - OPEN OFFICE 102, ENTRY 100 785 20 110 11 C 12 20 11 5553 12 M L LTG - RM 103 - 107,111,112, EXIT & EM 739 20 13 A 14 30/2 750 2250 WATER HEATER (WH -1) 13 L LTG - RM 115,117 -121, EXIT & EM 1175 20 60/3 15 B 16 M 2250 20 17 L LTG - SOFFIT & POLE LIGHT 16 960 20 720 17 C 18 20 OFFICE 300 CIRCULATION PUMP (CP -1) M 20 SPARE 17 A 18 20 17 19 A 20 20 RECPT -OPEN OFFICE 979 EXHAUST FANS (EF -1 TO EF -8) M 1080 SPARE 22 19 B 20 20 21 B 22 20 1200 RECEPT- CHARGER 102 M FIRE ALARM 20 ** 500 20 22 23 C 24 20 * 1200 RECEPT- CHARGER 102 25 RECEPT - UPS 540 20 1200 20 B 25 A 26 50/3 RECPT -OPEN OFFICE 102 R SPARE SPARE 27 SPARE M 20 20 25 27 B 28 25 750 COMP -RECPT 101,121 20 SPARE WATER COOLER 30 650 20 29 C 30 20 27 1080 RECPT- 101,121 R 31 RECEPT - ROOF RECEPT - PHONE 500 20 20 31 A 32 40/3 20 29 SPARE RECPT- 119,120,103,105,107 R A SPARE RECEPT - PHONE 33 B 34 B 32 31 A 32 20 36 SPARE SPARE 35 C 36 33 A 34 33 B 34 20 SPARE SPARE 37 A 38 35 B 36 35 C 36 39 B 40 SPARE 37 A 38 41 37 A 38 41 C 42 SPARE 39 B 40 39 B 40 A B C PHASE LOAD Description SPARE 41 1 A 42 41 C 42 KVA CONNECTED L Lighting 20.2 20.6 18.8 0.0 LOAD SUMMARY CALCULATED KVA CONNECTED B C PHASE TOTAL LOAD AMPS 100% Code Description KVA KVA R KVA CONNECTED 0.0 X CONNECTED 59.5 165.3 19.5 L Lighting 9.1 X 125% 11.3 Computers 0.0 X 100% CALCULATED 62.7 174.1 TOTAL LOAD R Receptacles Code 0.0 X 100% 0.0 KVA X 100% 0.0 CONNECTED R Receptacles over 10KVA 0.0 X 50% 0.0 0.0 125% 0.0 CALCULATED C Computers R 0.0 X 100% 0.0 0.0 0.0 SPARE CAPACITY. 12.9% M Motors R 38.3 X 100% 38.3 0.0 LM Largest Motor C 3.6 X 125% 4.5 0.0 REMARKS: K Kitchen Remainder 0.0 X 100% 0.0 100% 50.9 RELOCATE EXISTING BREAKERS TO NEW LAYOUT. N Noncoincident 0.0 X 0% 0.0 125% 4.0 REMARKS: 0 Other K 00 X 100% 0.0 0 0 * PROVIDE NEW BREAKER. RELOCATE EXISTING BREAKERS Remainder Remainder 8.6 X 100% 8.6 10.3 0.0 ** PROVIDE BREAKER LOCKOUT ATTACHMENT. NEW THREE PHASE PANEL SCHEDULE SINGLE PHASE PANEL SCHEDULE ID: ID: C Enclosure: Enclosure: Voltage: 208 120, 3W 4W Rating: 200 Amps Assembly AIC: 200 Section: 1 OF 1 NX Flush NX Flush 1 OF 1 XX Flush o U ZX Main Lugs ZX 10K XMMain Lugs QX 10K Location: OPEN OFFICE 102 Location: OPEN OFFICE 102 MX 10K Surface Location: IT RM 104 Surface XMIsolated Gnd Isolated Gnd U Main Breaker rJ22K Main Breaker E]NEMA 3R 22K R E]NEMA 3R d E]NEMA 3R E]TVSS E]42K E] TVSS Feed Thru Lugs E]42K E]NEMA 12/3R Feed Thru Lugs 42K E]NEMA 12/3R Service E]200% Neutral []NEMA 12/3R DESCRIPTION Double Lugs Service Rated CODE DESCRIPTION PHASE Service Rated VA BKR CKT PHASE CKT BKR CKT VA DESCRIPTION CODE 1 COMP -RECPT OPEN OFFICE 110 CODE 750 20 1 A 2 20 1 750 COMP -RECPT RM 109,OPEN OFFICE 110 90/3 R RECPT -OPEN OFFICE 110 RECPT -OPEN OFFICE M 1080 20 3 B 4 20 3 900 RECPT -RM 108,109,110 R 20 COMP -RECPT OPEN OFFICE 110 M 750 20 RECPT -RM 114,OPEN OFFICE 5 A 6 20 5 750 COMP -RECPT RM 102,112 20 1080 COMP -RECPT OPEN OFFICE 110 M 750 20 116 7 B 8 20 7 900 RECPT -OPEN OFFICE 102 R R RECPT -OPEN OFFICE 110 M 1080 20 750 9 A 10 20 9 750 COMP -RECPT OPEN OFFICE 102,112 * OFFICE 102 COMP -RECPT OPEN OFFICE 110 M 750 20 20 11 B 12 20 11 720 RECPT -OPEN OFFICE 102,111 R COMP -RECPT OPEN OFFICE 110 M 750 20 13 A 14 20 13 750 COMP -RECPT OPEN OFFICE 102 60/3 R RECPT -OPEN OFFICE 110 M 720 20 17 15 B 16 20 15 720 RECPT -OPEN OFFICE 102 R COMP -RECPT OPEN OFFICE 110,111 M 750 20 B 17 A 18 20 17 750 COMP -RECPT OPEN OFFICE 102 R RECPT -OPEN OFFICE 110,111 M 1080 20 22 19 B 20 20 19 720 RECPT -OPEN OFFICE 102 R COMP -RECPT OPEN OFFICE 102 M 500 20 21 A 22 20 21 750 COMP -RECPT OPEN OFFICE 102 * R RECPT -OPEN OFFICE 102 25 M 540 20 1200 23 B 24 20 23 900 RECPT -OPEN OFFICE 102 R SPARE 27 B M 20 SPARE 25 A 25 20 25 750 COMP -RECPT 101,121 20 SPARE SPARE 30 20 27 B 28 20 27 1080 RECPT- 101,121 R 31 SPARE RECEPT - PHONE SPARE 20 29 A 30 20 29 900 RECPT- 119,120,103,105,107 R A SPARE RECEPT - PHONE SPARE 31 B 32 31 A 32 20 36 SPARE SPARE SPARE 33 A 34 33 B 34 20 SPARE SPARE SPARE 35 B 36 35 C 36 SPARE 37 A 38 41 37 A 38 SPARE 39 B 40 39 B 40 Code LOAD Description SPARE 41 1 A 42 41 C 42 L Lighting 0.0 X 125% 0.0 CALCULATED KVA CONNECTED B C PHASE X 100% Code Description KVA KVA R KVA CONNECTED 0.0 X IUIAL LOAD RVA AMPS CONNECTED 21.6 90.0 19.5 L Lighting 0.0 X 125% 0.0 Computers 0.0 X 100% CALCULATED 20.9 87.2 TOTAL LOAD R Receptacles Code 10.0 X 100% 10.0 KVA X 100% 0.0 CONNECTED R Receptacles over 10KVA 1.3 X 50% 0.7 0.0 125% 0.0 CALCULATED C Computers R 0.0 X 100% 0.0 0.0 0.0 SPARE CAPACITY. 56.4% M Motors R 0.0 X 100% 0.0 0.0 LM Largest Motor C 0.0 X 125% 0.0 0.0 REMARKS: K Kitchen Remainder 0.0 X 100% 0.0 100% 50.9 N Noncoincident 0.0 X 0% 0.0 125% 4.0 REMARKS: 0 Other K 0.0 X 100% 0.0 0 0 RELOCATE EXISTING BREAKERS TO NEW LAYOUT. Remainder N 10.3 X 100% 10.3 0.0 �g R i! TO UTILITY XFMR ON POLE 11 n EXISTING THREE PHASE PANEL SCHEDULE ID: ID: B Enclosure: Voltage: Voltage: 208/120, 4W Rating: 200 Rating: 200 Amps Assembly AIC. NX Flush Section: 1 OF 1 XX Flush o U ZX Main Lugs ZX 10K m Location: OPEN OFFICE 102 XX Main Lugs MX 10K E Location: IT RM 104 Surface Main Breaker Isolated Gnd U Main Breaker E]NEMA 3R 22K R E]TVSS d E]NEMA 3R Feed Thru Lugs E]42K E] TVSS E]NEMA 12/3R Feed Thru Lugs 42K Double Lugs Service Rated []NEMA 12/3R DESCRIPTION E]200% Neutral VA BKR Double Lugs PHASE Service Rated CODE DESCRIPTION VA BKR COMP -RECPT RM 113,114 CKT PHASE CKT BKR 1 VA DESCRIPTION 20 CODE COMP - RECPTOPEN OFFICE 116,117,121 SPARE R RECPT -RM 113 50/3 1080 1 A 2 90/3 4 5562 HEAT PUMP (HP -3) RECPT -OPEN OFFICE M a ° R COMP -RECPT RM 114 750 30/2 3 B 4 * 20 5562 COMP -RECPT OPEN OFFICE 116,115 M R RECPT -RM 114,OPEN OFFICE 116 1080 5 C 6 20 1080 5562 116,115 M SPARE 116 750 20 30/3 9 7 A 8 90/3 COMP -RECPT OPEN 5562 HEAT PUMP (HP -4) M COMP -RECPT -OPEN OFFICE 116 750 20 11 B 9 B 10 * OFFICE 102 5562 R R M 1080 20 13 A 14 11 C 12 OFFICE 110,115 5562 COMP -RECPT -OPEN OFFICE M 750 SPARE 15 B 20 20/20 13 A 14 60/3 R 3456 HEAT PUMP (HP -5) M 20 WALL HEATER (EH -1) 17 A 1500 20 750 15 B 16 * 3456 116 750 M WALL HEATER (EH -2) B 20 1500 20 RECPT -OPEN OFFICE 17 C 18 COPIER - OPEN OFFICE 102 3456 M 21 WALL HEATER (EH -3) 22 1500 20 19 A 20 60/3 3456 HEAT PUMP (HP -6) M B WALL HEATER (EH -4) 650 1500 20 21 B 22 * 3456 25 M 26 SPARE 1200 MICROWAVE 20 23 C 24 3456 27 B M SPARE SPARE 20 25 A 26 20 29 SPARE 30 SPARE 20 SPARE 27 B 28 20 31 250 RECEPT - PHONE SPARE SPARE 20 29 C 30 20 A 250 RECEPT - PHONE SPARE SPARE 20 31 A 32 20 36 SPARE SPARE 20 33 B 34 20 SPARE SPARE 20 35 C 36 SPARE 20 41 37 A 38 SPARE 20 39 B 40 Code LOAD Description SPARE KVA 20 41 C 42 L Lighting 0.0 X 125% 0.0 CALCULATED 20.4 85.1 A B C PHASE X 100% 8.8 R KVA CONNECTED 0.0 X 50% 19.5 21.3 9.8 LOAD SUMMARY C Computers 0.0 X 100% 0.0 TOTAL LOAD KVA AMPS Code Description KVA M Motors KVA X 100% 0.0 CONNECTED 60.6 168.4 L Lighting 0 0 X 125% 0.0 125% 0.0 CALCULATED 61.4 170.6 R Receptacles 0.0 X 100% 0.0 0.0 R Receptacles over 10KVA 00 X 50% 0.0 0 C Computers 0.0 X 100% 0.0 SPARE CAPACITY: 14.7% Remainder M Motors 50.9 X 100% 50.9 LM Largest Motor 3.2 X 125% 4.0 REMARKS: K Kitchen 0.0 X 100% 0 0 RELOCATE EXISTING BREAKERS TO NEW LAYOUT. N Noncoincident 0.0 X 0% 0.0 0 Other 0.0 X 100% 0.0 * PROVIDE NEW BREAKER. Remainder 6.5 X 100% 6.5 NEW SINGLE PHASE PANEL SCHEDULE ID: D Enclosure: Voltage: 208/120, 3W N Rating: 200 Amps Assembly AIC: cO Section: 1 OF 1 NX Flush m9 o U ZX Main Lugs ZX 10K m Location: OPEN OFFICE 102 Surface E XNIsolated Gnd Main Breaker []22K U E]NEMA 3R m R E]TVSS d H Feed Thru Lugs E]42K m E]NEMA 12/3R E]200% Neutral Double Lugs Service Rated CODE DESCRIPTION M�c VA BKR CKT PHASE CKT BKR VA DESCRIPTION CODE m COMP -RECPT RM 113,114 � 750 30/2 1 A 2 20 750 COMP - RECPTOPEN OFFICE 116,117,121 R RECPT -RM 113 1080 C 3 B 4 20 900 RECPT -OPEN OFFICE 116,117,118,121 a ° R COMP -RECPT RM 114 750 30/2 N 5 A 6 20 750 COMP -RECPT OPEN OFFICE 116,115 R RECPT -RM 114,OPEN OFFICE 116 1080 7 B 8 20 1080 RECPT -OPEN OFFICE 116,115 R COMP -RECPT -OPEN OFFICE 116 750 20 9 A 10 20 750 COMP -RECPT OPEN OFFICE 102 COMP -RECPT -OPEN OFFICE 116 750 20 11 B 12 20 1080 RECPT - 119,120, OPEN OFFICE 102 R R RECPT -OPEN OFFICE 116 1080 20 13 A 14 20/20 750 COMP -RECPT OPEN OFFICE 110,115 COMP -RECPT -OPEN OFFICE 116 750 20 15 B 16 20/20 1080 RECPT -OPEN OFFICE 116,110,112 R R RECPT -OPEN OFFICE 116,117 720 20 17 A 18 20/20 750 COMP -OPEN OFFICE 110 COMP -RECPT -OPEN OFFICE 116 750 20 19 B 20 20/20 720 RECPT -OPEN OFFICE 110 R COPIER - OPEN OFFICE 102 21 A 22 1500 KITCHEN COUNTER COPIER - COPY RM 112 23 B 24 650 REFRIG COPIER - COPY RM 112 25 A 26 1200 MICROWAVE COPIER - OPEN OFFICE 110 27 B 28 SPARE COPIER - OPEN OFFICE 116 29 A 30 SPARE SPARE 31 B 32 SPARE SPARE 33 A 34 SPARE 35 B 36 37 A 38 39 B 40 41 A -L 42 2 I PHASE KVA CONNECTED Code LOAD Description SumWART--- KVA KVA IUIAL LOAD CONNECTED KVA AMPS 20.4 85.1 L Lighting 0.0 X 125% 0.0 CALCULATED 20.4 85.1 R Receptacles 8.8 X 100% 8.8 R Receptacles over 10KVA 0.0 X 50% 0.0 C Computers 0.0 X 100% 0.0 SPARE CAPACITY. 57.5% M Motors 0.0 X 100% 0.0 LM Largest Motor 0.0 X 125% 0.0 REMARKS: K Kitchen 0.0 X 100% 0.0 N Noncoincident 0.0 X 0% 0.0 0 Other 0.0 X 100% 0.0 Remainder 11.6 X 100% 11.6 REPLACE EXISTING LOADCENTERS WITH NEW � � ,�0 1 SAMVAGE(TO OWNER AND UTILITY j METER (TYP)�` j < i I Ip 2PDA lq 2P A \,r FUTURE 600A 120/208 3P 4W I N y 0 EXISTING ONE LINE DIAGRAM NO SCALE r - � I� L - - -J CT CABINET AND METER BASE A 200A 3P 200A 3P GENERAL NOTES: 1. RELOCATE BREAKERS FROM EXISTING AND REMOVED FPE PANELS AS REQUIRED TO MEET NEW BREAKER LAYOUT IN PANELS A & B TO REMAIN. BUBBLE NOTES: O PROVIDE #4 ISOLATED GND IN EXISTING CONDUIT TO MAIN GROUNDING CONNECTION. O RETIGHTEN ALL GROUNDING AND BONDING CONNECTIONS. M S S architects. 510 Capitol Way S. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com CASTLE HILL ANNEX Renovation 623 Sheridan Street Port Townsend, WA 98368 Revision Number Closing Date Date MAY 2006 Sheet rdle PANEL SCHEDULES 8 RISER DIAGRAM Sheet No. E5.01 State Project No. 2006 -141 G (1 - 1) OC'r:� N o cO A m9 o U Ch m U. mM E p _ E Z 'F W U � m R 1} ° d H L � � m U M�c ° W m U� � c co m N= C N ° G a ° z ca r C N v L CM a rn Revision Number Closing Date Date MAY 2006 Sheet rdle PANEL SCHEDULES 8 RISER DIAGRAM Sheet No. E5.01 State Project No. 2006 -141 G (1 - 1) MECHANICAL EQUIPMENT CONNECTION SCHEDULE SYM DESCRIPTION MANUFACTURER MAXIMUM RATINGS FEEDER DISCONNECT CONTROL FWA SURFACE MOUNTED 1' x 4', 2 -LAMP, COLUMBIA WC SERIES F32T8 3/4 "C, 112 EACH PHASE, NEUTRAL, 65/61 SIZE MCA VOLT /PH o W m ? LITHONIA LB SERIES a) a WITH WHITE ENAMEL FINISH, WRAP _ - m in E F�--� AROUND PRISMATIC ACRYLIC LENS. SYMBOL DESCRIPTION LOCATION cq BALLAST: ELECTRONIC PLUS GROUND UNLESS OTHERWISE o W FW2 WALL MOUNTED, 4.5" x 48 ", 2 -LAMP LITHONIA WC SERIES F32T8 120 35/31 CO RAPID START FLUORESCENT UNIT, U _ C 0 WHITE ENAMEL METAL HOUSING, WRAP CONSTRUCTION NOTES: AROUND OPAL ACRYLIC LENS. UL METALUX BC SERIES INDICATED BELOW m IW.I rn N "' J¢ LIGHTOLIER LSW SERIES w z w Df o0 F a rn y in FI3 RECESSED, LAY -IN, 2'x4', LITHONIA AVANTI F32T8 120 100/95 (BASE BID) 3 -LAMP, RAPID START DAY - BRIGHT ARIOSO =3 I z FLUORESCENT ARCHITECTURAL RECESSED o U Q 0 < �` 0 EL a 3 F N H METAL DIFFUSER. MINIMUM EFFICIENCY 60% BALLAST: ELECTRONIC Z F12 SAME DESIGN AND MANUFACTURE AS F32T8 120 65/61 (BASE BID) FIXTURE FI3 ALT EXCEPT 2 -LAMP HP 1 PACKAGED HEAT PUMP ROOF TOP 23.9 KW F32T8 103.8 208/3 1 1/4 "C -3 #2 + #6 GND • Q SERIES SPLIT WIRED WHERE FLUORESCENT ARCHITECTURAL INDICATED ON PLANS 0 0 Q3 HP 2 PACKAGED HEAT PUMP ROOF TOP 16.6 KW 78.0 208/3 1 1/4"C-3#4 + #8 GND • O BALLAST: ELECTRONIC FI2 SAME DESIGN AND MANUFACTURE AS 0 F32T8 120 65/61 (ALTERNATE BID) (D 9 HP 3 PACKAGED HEAT PUMP ROOF TOP 16.6 KW 79.0 208/3 1 1/4 "C -3 #4 + #8 GND • O 120 35/31 PROVIDE WITH LOW COMPACT FLUORESCENT OPEN OR EQUAL TEMPERATURE BALLAST REMODEL DOWNLIGHT, CLEAR ALZAK 0 WHERE INDICATED 0 0 HP 4 PACKAGED HEAT PUMP ROOF TOP 16.6 KW 79.0 208/3 1 1/4"C-3#4 + #8 GND • THRU WIRING AND DAMP LOCATION. BALLAST: HPF 0 ®1 SPECIFICATION GRADE UNIVERSAL ( 03 HP 5 PACKAGED HEAT PUMP ROOF TOP 10.4 KW 50.3 208/3 1 "C -3 #6 + #10 GND • O +6" ABOVE DOOR. EMERGENCY EXIT FIXTURE, WHITE CAST METAL HOUSING, STENCIL 0 FACEPLATE WITH GREEN LETTERS O i HP 6 PACKAGED HEAT PUMP ROOF TOP 10.4 KW ON WHITE BACKGROUND, AND 50.3 208/3 1 "C -3 #6 + #10 GND • O DIRECTIONAL ARROWS AS SHOWN. FIXTURE SHALL INCORPORATE AN 0 INTEGRAL SEALED RECHARGEABLE Q n WH 1 WATER HEATER JANITOR 103 6 KW 25 208/3 3/4 "C -3 #10 + #10 GND • SELF - DIAGNOSTICS AND PILOT LIGHT. X SAME DESIGN AND MANUFACTURE AS LED 120 3/3 TCP 1 CIRCULATING PUMP JANITOR 103 1/12 HP 2- SEALED 2.8 115/1 MOUNTED UNITS AT CYLINDER TWIN HEAD SEALED BEAM • +90 INCHES. EMERGENCY LIGHTS. LAMPS, 6 VOLT 0 (1 F.C. AT EF 1 EXHAUST FAN JANITOR 103 80 W .8 120/1 SURFACE MOUNTED TWIN HEAD DUAL -LITE EZ -2 SERIES 2- SEALED . 3/3 INSTALL WALL LIGHTING UNIT WITH INTEGRAL LITHONIA ELM SERIES BEAM HALOGEN 0 MOUNTED UNITS AT 0 PRESCOLITE EDS SERIES LAMPS, 6 VOLT +90 INCHES. 4EXHAEF 2 UST FAN BREAK RM 117 129 W 1.3 120/1 MINIMUM BATTERY, CHARGER, TEST 20 FEET) • SWITCH, PILOT LIGHT, AND TWO 0 ROTATING LAMP HEADS. 0 EF 3 EXHAUST FAN TOILET 119 80 W .8 120/1 • 0 0 EF 4 EXHAUST FAN TOILET 120 80 W 8 120/1 • o o EF 5 EXHAUST FAN ROOF 75 W 8 120/1 • o o EF 6 EXHAUST FAN TOILET 106 80 W 8 120/1 • o o q7 ) EXHAUST FAN TOILET 107 80 W .8 120/1 • 0 0 EF 8 EXHAUST FAN ROOF 120 W 1.3 120/1 • 0 0 TiELECTRIC HEATER ENTRY 100 1.5 KW 15.6 120/1 • X EH 2 ELECTRIC HEATER TOILET 106 1.5 KW 15.6 120/1 • X q3 ) ELECTRIC HEATER TOILET 107 1.5 KW 15.6 120/1 • X EH 4 ELECTRIC HEATER MUD RM 108 1.5 KW 15.6 120/1 • X s �a EQUIPMENT CONNECTION SCHEDULE NOTES: 1. SEE MECHANICAL PLANS FOR LOCATIONS OF SCHEDULED EQUIPMENT. 2. VERIFY VOLTAGE, PHASE, FLA /MCA OF EACH CONNECTION WITH EQUIPMENT SUPPLIER PRIOR TO ROUGH -IN. NOTIFY ARCHITECT /ENGINEER WHEN SCHEDULED SUPPLY WILL NOT MEET NEC REQUIREMENTS. 3. OUTLETS, DISCONNECTS, CONTROLLERS, AND EQUIPMENT CONNECTIONS FOR ROOF TOP AND OTHER OUTDOOR EQUIPMENT SHALL BE WEATHER PROOF. 4. LOCATION OF OUTLETS, DISCONNECTS, CONTROL DEVICES, AND EQUIPMENT CONNECTIONS ARE DIAGRAMMATIC AND TO BE LOCATED IN FIELD BY THE CONTRACTOR AS APPROVED BY THE ENGINEER. UNLESS OTHERWISE INDICATED ON PLANS, INSTALL SCHEDULED DISCONNECTS AND CONTROL DEVICES INSIGHT OF EQUIPMENT. ARRANGE WIRING AND EQUIPMENT TO AVOID INTERFERENCE WITH OTHER WORK AND TO MAXIMIZE ACCESSIBILITY FOR MAINTENANCE AND REPAIRS. 5. COORDINATE WITH THE OTHER INSTALLING CONTRACTORS TO ENSURE NEC REQUIRED ACCESS TO DISCONNECTS IS PROVIDED FOR EACH PIECE OF EQUIPMENT. 6. PROVIDE SMOKE DUCT DETECTORS IN HEATING AND COOLING SYSTEMS PER INTERNATIONAL MECHANICAL CODE. SEE DIVISION 15 EQUIPMENT SCHEDULES FOR ADDITIONAL UNITS RATED OVER 2000 CFM AND PROVIDE DUCT DETECTOR AS REQUIRED. 7. WIRING BETWEEN EQUIPMENT DISCONNECT AND POINT OF CONNECTION SHALL COMPLY WITH NEC BASED ON EQUIPMENT NAMEPLATE RATING EXCEPT MINIMUM BRANCH CIRCUIT RATING SHALL BE 20 AMPERES. 8. SIZE OF DISCONNECT SWITCH AND MOTOR STARTER SHALL BE SIZED TO COMPLY WITH NEC REQUIREMENTS. WHERE INDICATED, MOTOR CONTROL IS NOT LOCATED IN SIGHT OF MOTOR AS DEFINED BY NEC. PROVIDE ADDITIONAL DISCONNECTING MEANS TO COMPLY WITH NEC 430.102. 9. WIRING SIZES ARE BASED ON 60 DEGREE C. FOR AMPACITIES 100 AMPERES AND LESS. FOR FEEDERS LESS THAN 100 FEET IN LENGTH, CONDUCTOR SIZES MAY BE SELECTED BASED ON 75 DEGREE C. WHERE EQUIPMENT INSTALLED IS LABELED FOR 75 DEGREE C. WIRING. 10. SCHEDULE LEGEND: • = FURNISH AND INSTALL NEW UNDER DIVISION 16 o = INSTALL UNDER DIVISION 16; FURNISHED WITH EQUIPMENT OR BY OTHERS x = FURNISH AND INSTALL BY OTHERS (NOT DIVISION 16) * = EXISTING, RELOCATED EQUIPMENT. CONSTRUCTION NOTESs ALL FEEDER WIRING SHALL BE INSTALLED IN ACCESSIBLE CEILING SPACE, AND STUBBED UP NEXT TO THE MECHANICAL UNIT. COORDINATE WITH MECHANICAL CONTRACTOR FOR STUB -UP LOCATION. DO NOT RUN CONDUIT OR WIRING ON THE ROOF SURFACE. 02 PROVIDE FUSING PER NAMEPLATE RATING. PROVIDE SMOKE DETECTORS IN BOTH THE SUPPLY AND RETURN AIR DUCTS. ® CONTROL VIA LIGHTING CONTROL CENTER. (SEE SHEET E7.01) MS 9 S architects FIXTURE SCHEDULE SYM DESCRIPTION MANUFACTURER LAMP TYPE VOLTS VA /W REMARKS FWA SURFACE MOUNTED 1' x 4', 2 -LAMP, COLUMBIA WC SERIES F32T8 120 65/61 C?rb RAPID START FLUORESCENT UNIT, DAY -BRITE CA SERIES o W m METAL HOUSING AND END PLATES LITHONIA LB SERIES a) UJ�Ma) WITH WHITE ENAMEL FINISH, WRAP METALUX WS SERIES - m in E F�--� AROUND PRISMATIC ACRYLIC LENS. 2 cq BALLAST: ELECTRONIC B�Q C FW2 WALL MOUNTED, 4.5" x 48 ", 2 -LAMP LITHONIA WC SERIES F32T8 120 35/31 CO RAPID START FLUORESCENT UNIT, DAY - BRIGHT WB SERIES C o C 0 WHITE ENAMEL METAL HOUSING, WRAP NULITE DWM SERIES AROUND OPAL ACRYLIC LENS. UL METALUX BC SERIES L m f� N d LISTED FOR DAMP LOCATION. LIGHTOLIER LSW SERIES BALLAST: ELECTRONIC FI3 RECESSED, LAY -IN, 2'x4', LITHONIA AVANTI F32T8 120 100/95 (BASE BID) 3 -LAMP, RAPID START DAY - BRIGHT ARIOSO SPLIT WIRED WHERE FLUORESCENT ARCHITECTURAL RECESSED INDICATED ON PLANS DIRECT /INDIRECT PERFORATED LIGHTOLIER COFFAIRE METAL DIFFUSER. MINIMUM EFFICIENCY 60% BALLAST: ELECTRONIC F12 SAME DESIGN AND MANUFACTURE AS F32T8 120 65/61 (BASE BID) FIXTURE FI3 ALT EXCEPT 2 -LAMP F13 RECESSED, LAY -IN, 2'x4', LEDALITE VECTRA 9700 F32T8 120 100/95 (ALTERNATE BID) ALT 3 -LAMP, RAPID START SERIES SPLIT WIRED WHERE FLUORESCENT ARCHITECTURAL INDICATED ON PLANS DIRECT /INDIRECT METAL DIFFUSER MESO OPTICS OPTICAL SYSTEM. MINIMUM EFFICIENCY 72% BALLAST: ELECTRONIC FI2 SAME DESIGN AND MANUFACTURE AS F32T8 120 65/61 (ALTERNATE BID) ALT FIXTURE FI3 EXCEPT 2 -LAMP R26 RECESSED 6 -INCH DIAMETER LITON REMODEL SERIES F26 TRT 120 35/31 PROVIDE WITH LOW COMPACT FLUORESCENT OPEN OR EQUAL TEMPERATURE BALLAST REMODEL DOWNLIGHT, CLEAR ALZAK WHERE INDICATED REFLECTOR, WHITE TRIM, 1.1 MIN. SPACING CRITERIA, UL LISTED FOR THRU WIRING AND DAMP LOCATION. BALLAST: HPF ®1 SPECIFICATION GRADE UNIVERSAL LITHONIA QUANTUM SERIES LED 120 3/3 INSTALL WALL UNITS MOUNT, SINGLE FACE, LED MC PHILBEN VE SERIES +6" ABOVE DOOR. EMERGENCY EXIT FIXTURE, WHITE CAST METAL HOUSING, STENCIL FACEPLATE WITH GREEN LETTERS ON WHITE BACKGROUND, AND DIRECTIONAL ARROWS AS SHOWN. FIXTURE SHALL INCORPORATE AN INTEGRAL SEALED RECHARGEABLE MAINTENANCE FREE 5 -YEAR MINIMUM BATTERY, CHARGER, TEST SWITCH, SELF - DIAGNOSTICS AND PILOT LIGHT. SAME DESIGN AND MANUFACTURE AS LED 120 3/3 INSTALL WALL EMERGENCY EXIT. WITH 2 ROTATING 2- SEALED MOUNTED UNITS AT CYLINDER TWIN HEAD SEALED BEAM BEAM HALOGEN +90 INCHES. EMERGENCY LIGHTS. LAMPS, 6 VOLT (1 F.C. AT 20 FEET) SURFACE MOUNTED TWIN HEAD DUAL -LITE EZ -2 SERIES 2- SEALED 120 3/3 INSTALL WALL LIGHTING UNIT WITH INTEGRAL LITHONIA ELM SERIES BEAM HALOGEN MOUNTED UNITS AT SEALED RECHARGEABLE PRESCOLITE EDS SERIES LAMPS, 6 VOLT +90 INCHES. MAINTENANCE FREE 5 -YEAR SURELITES CC SERIES (1 F.C. AT MINIMUM BATTERY, CHARGER, TEST 20 FEET) SWITCH, PILOT LIGHT, AND TWO ROTATING LAMP HEADS. 510 Capitol Way S. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com CASTLE HILL ANNEX Renovation 623 Sheridan Street Port Townsend, WA 98368 ESPUM: 4/27/05 T p _ E � Z y cr� -No 0 m m -0 0) COD) C?rb r m o W m E a) UJ�Ma) M a - m in E p _ E � Z y F�F m m -0 0) F- LL r m W E M�M F�--� 2 cq B�Q C , A L NN CO .0 CO M Ni--I C o C 0 L m f� N d a Revision Number closing Date Date Sheei'ritle MAY 2006 LIGHTING 8c EQUIPMENT SCHEDULES Sheet No. E6.01 State Project No, 2006 -141 G (1 -1) �S ULTRASONIC CEILING SENSOR. LOCATE FOR MAXIMUM COVERAGE WITHIN CONTROL WIRING PER ROOM AND TO MINIMIZE FALSE MANUFACTURER'S ACTIVATION THRU OPEN DOORS AS RECOMMENDATIONS RECOMMENDED BY MANUFACTURER. SENSORS SHALL NOT BE LOCATED ABOVE 12 FEET. TO ADDITIONAL RELAY(S) AS t-- - ---4 TO ADDITIONAL SENSORS AS REQUIRED -� REQUIRED FOR ROOM COVERAGE I POWER RELAY SPARE CONTACTS LINE FROM LCC OR PANEL 120VAC NEUT WIRIN ADDITIONAL RELAY(S) AS REQUIRED J— - NL NOTE: REFER TO SHOP DRAWING FOR DEVICE LOCATIONS, WIRING LAYOUT, AND INSTALLATION REQUIREMENTS 3 -WAY 3-WAY W 3/4" MIN 3 -WAY 4 -WAY 3 -WAY ZWALL SWITCH CONTROLS AT ENTRY DOORS PER PLAN G DIAGRAM /- 120/277V POWER RELAY SENSOR ROOM LIGHTING OUTLET WITH SWITCH LEADS - —j ADDITIONAL SENSORS AS REQUIRED ONE -LINE DIAGRAM ROOM OCCUPANCY SENSOR LOW VOLTAGE RELAY SCHEDULE PANEL No. LCC LOCATION: IT 104 ENCLOSURE: FLUSH RELAY CIRCUIT DESCRIPTION LOCAL MASTER CONTROL TIME SW REMARKS No. No. SWITCH SWITCH GROUP CKT 1 A -1 OPEN OFFICE 110 a A 1 2 A -3 OPEN OFFICE 110, RM 108, 109 a A 1 3 A -5 OPEN OFFICE 116, RM 113, 114 a A 1 4 A -7 OPEN OFFICE 116 a A 1 5 A -9 OPEN OFFICE 102 a A 1 6 A -11 OPEN OFFICE 102 a A 1 7 A -13 EXTERIOR — SOFFIT, POLE LIGHT b B 2 8 A -20 EXHAUST FANS EF -1, 3,4,6, & 7 C A 1 9 A -20 EXHAUST FANS EF -2 & EF -5 c A 3 10 SPARE 11 SPARE 12 SPARE OPTIONS: OUTDOOR PHOTOSENSOR CONTROL GROUPS: INTEGERAL TIME SWITCH A. TIMED CIRCUIT (TIME SWITCH ON., TIME SWITCH OFF) B. SWITCHED CIRCUIT (PC ON, TIME SWITCH OFF) NOTES: 1. RELAYS SHALL BE RATED FOR HID LOADS. ENTRY 100 BLDG LIGHTS PER PLAN FAC 120VAC (CKT #) RM 104 SEE MECHANICAL PLANS FOR QUANTITY AND LOCATION OF SMOKE DAMPERS PROVIDE FOR HVAC SYSTEMS ❑ Q O �� RATED OVER 2000 CFM. SEE F H F F SD DIV 15 EQUIPMENT D SCHEDULE ATC FAN SHUT DOWN, im 120VAC 120VAC (CKT #) (CKT #) MAY BE INTEGRAL WITH FAC FSP XMTR TEL LINE #1 TEL LINE #2 RM 104 TTB FA SIGNAL POWER EXPANDER PANEL (QUANITY AS REQUIRED. GROUP MOUNT AT ONE LOCATION FIRE ALARM RISER NOT TO SCALE MIT J PHOTO CONTROL OCCUPANCY SENSOR OVERRIDE JG CONTROL (SEE SCHEDULE) 3ELED ERRIDE SWITCHES OFFICES EXTERIOR LIGHTS EXHAUST FANS EF -1 TO EF -7 BRANCH CIRCUIT PANELBOARD A INTERCEPT AND EXTEND WIRING TO (E) PARKING LOT POLE LIGHT. LIGHTING CONTROL CENTER (LCC) NOT TO SCALE architects 510 Capitol Way S. Olympia, WA 98501 Tel 360.943.6774 Fax 360.352.7005 msgsarch.com CASTLE HILL ANNEX Renovation 623 Sheridan Street Port Townsend, WA 98368 �4s XXPmM: 4/27/os rJ" o U8 T W N C N 0) C N= W C O Revision Number Date Sheet rifle I-- m La I. M o C 00 co o a�L: m m n CO E N Z M CO I—L0 E 8 d LO Q N M U rn A L N m m rte. m cr) Lo N V (���, .. O Z m N O O r- 4 L N N a M Closing Date MAY 2006 ELECTRICAL DETAILS Sheet No. E7.01 State Project No. 2006 -141 G (1 -1)