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HomeMy WebLinkAboutWTR2702953.420 0 0 I 0 0 CV N Z3 �i 0 0 w Ln ¢ 0 / 3 0 U Q) ry Y ca 0 0 rK 0 U W / �3 0 0 I 0 U i 0 r2 LO 0 N O / / w J_ W 0 ¢ U Y w z J A B C D E F G H I J K L M N 0 P _IST OF ABBREVIATIONS BUILDING DATA (f) AB AGGREGATE BASE Ln A.C. ASPHALT CEMENT S SEWER M ADDIT. ADDITIONAL (F) FUTURE MAT MATERIAL SCH SCHEDULE CV ADJ. ADJUSTABLE FAC FACTORY MAX MAXIMUM SD STORM DRAIN 1 C A.F.F. ABOVE FINISHED FLOOR FC FLEXIBLE COUPLING MCC MOTOR CONTROL CENTER SDMH STORM DRAIN MANHOLE ~ AGG AGGREGATE FCA FLANGE COUPLING ADAPTER MCJ MASONRY CONTROL JOINT N SF SQUARE FOOT ALUM ALUMINUM FCO FLOOR CLEANOUT MECH MECHANICAL APPRO. APPROXIMATELY FD FLOOR DRAIN MET METAL SHT SHEET BUILDING DESCRIPTION: �- ARCH ARCHITECTURAL FDC FIRE DEPARTMENT CONNECTION MFR, MNFR MANUFACTURER SPEC SPECIFICATION(S) ASPH ASPHALT FE(C) FIRE EXTINGUISHER & CABINET MH MANHOLE SQ SQUARE THE BUILDING CONTAINS EQUIPMENT AND STORAGE FOR WATER TREATMENT. BUILDING IS A ONE-STORY STRUCTURE, LESS THAN 30 FEET FF FINISH FLOOR MIN MINIMUM SS STAINLESS STEEL HIGH. A CONCRETE BASIN IS UNDER THE BUILDING. THE BASIN STORES WATER AND IS NOT HABITABLE. ACCESS TO THE BASIN IS THROUGH AVG AVERAGE FH FIRE HYDRANT MISC MISCELLANEOUS STD STANDARD ACCESS HATCHES. ARV AIR RELEASE VALVE FIN FINISHED) MNTD MOUNTED ST(L) STEEL BC BEGIN CURVE FL FLOW LINE M.O. MASONRY OPENING ST(L) STRUCTUR(E), (AL) THE STRUCTURE IS FULLY GROUTED, REINFORCED CONCRETE MASONRY UNIT BEARING WALLS AND STEEL ROOF FRAMING. ROOF IS A CLASS BD BOARD FLR FLOOR MR MOISTURE RESISTANT SV SOLENOID VALVE "A" FIBERGLASS SHINGLE ROOF ASSEMBLY. BF BLIND FLANGE FLG FLANGE MTL METAL SYS SYSTEM g 9 BFV BUTTERFLY VALVE FLEX FLEXIBLE BLDG BUILDING FP FIRE PROTECTION BM BEAM FRP FIBERGLASS (N) NEW T TELEPHONE BOT, BOTT BOTTOM REINFORCED PLASTIC N/A NOT APPLICABLE T/ TOP T&B TOP AND BOTTOM CODES USED: UNIFORM BUILDING CODE (UBC), 1997 WITH THE STATE OF WASHINGTON 2000 AMENDMENTS FT FOOT NGVD NATIONAL GEODETIC BV BALL VALVE FTG FOOTING VERTICAL DATUM T/C, TOC, TC TOP OF CONCRETE UNIFORM FIRE CODE (UFC), 1997 WITH THE STATE OF WASHINGTON 2000 AMENDMENTS TDH TOTAL DYNAMIC HEAD CC, C/C CENTER TO CENTER NIC NOT IN CONTRACT TEMP TEMPERATURE UNIFORM PLUMBING CODE (UPC), 1997 WITH THE STATE OF WASHINGTON 2000 AMENDMENTS CL CENTERLINE G GAS N0. NUMBER TH THICKNESS CLR CLEAR(ANCE) GA GAUGE NTS NOT TO SCALE TRF TURBIDITY REDUCTION FACILITY UNIFORM MECHANICAL CODE (UMC), 1997 WITH THE STATE OF WASHINGTON 2000 AMENDMENTS CMU CONCRETE MASONRY UNIT GALV GALVANIZED T/S, TOS TOP OF STEEL NATIONAL ELECTRICAL CODE (NEC), 1997 CO CLEANOUT GI GALVANIZED IRON OC ON CENTER COL COLUMN GPD GALLONS PER DAY OD OUTSIDE DIAMETER TYP TYPICAL STATE OF WASHINGTON ENERGY CODE, 2000 8 T-_-P TYPE ______PIPE CONC CONCRETE GPM GALLONS PER MINUTE OH OPPOSITE HAND g CONN CONNECTION GS GALVANIZED STEEL OPNG(S) OPENING(S) T---S TYPE _--__-SUPPORT CONST CONSTRUCTION GYP (BD), GWB GYPSUM (BOARD), OPP OPPOSITE CONSTRUCTION TYPE: V-N, NOT FIRE SPRINKLED CONT CONTINU(ED), (OUS) GYPSUM WALLBOARD U.O.N. UNLESS OTHERWISE NOTED CPLG COUPLING HB HOSE BIBB P PNEUMATIC PG PRESSURE GAUGE OCCUPANCY: F-2 OCCUPANCY: ALL SPACES EXCEPT CONTROL ROOM, LOW -HAZARD INDUSTRIAL OCCUPANCY INCLUDING HM HOLLOW META'_ V, VERT VERTICAL D DEEP COMBUSTIBLE, MATERIALS IN QUANTITIES EXEMPT FROM AN H OCCUPANCY CLASSIFICATION. DIA DIAMETER HORIZ, H HORIZONTAL PL PLATE VTR VENT TO ROOF P/L PROPERTY LINE DIM DIMENSION H.P. HIGH POINT PPR PRESERVATIVE W WATER B OCCUPANCY: CONTROL ROOM DIP DUCTILE IRON PIPE HP HORSEPOWER PRESSURE TREATMENT W/ WITH DISCH DISCHARGE HR HOUR PRES(S) PRESSURE WC WATER CLOSET DIN DOWN H HIGH PRV PRESSURE RELEASE VALVE WCO WALL CLEANOUT BUILDING AREA: ACTUAL AREA: 9,700 SQUARE FEET ON FIRST FLOOR. 7 DWG(S) DRAWING(S) PSF POUNDS PER SQUARE FOOT WD WOOD 1. TREATMENT ROOM: 6,900 SF 7 ID INSIDE DIAMETER 2. PUMP ROOM: 1,800 SF IE INVERT ELEVATION PSI POUNDS PER SQUARE INCH WH WATER HEATER E ELECTRICAL IN INCHES PT POINT W/o WITHOUT 3. CONTROL ROOM: 450 SF EA EACH INSUL INSULATION PW POTABLE WATER WS WATER SURFACE 4. ELECTRICAL ROOM: 300 SF EC END CURVE INV INVERT WSP WELDED STEEL PIPE 5. AIR SCOUR BLOWER ROOM: 250 SF EF EACH FACE IRR IRRIGATION R RADIUS WV WATER VALVE ALLOWABLE BASIC AREA: 8,000 SQUARE FEET (UBC TABLE 5A) PER FLOOR. EL., ELEV ELEVATION REFRIG REFRIGERATOR ALLOWABLE AREA INCREASE: 50% (40 X 1.25) WITH TWO 60 FOOT SIDE YARDS (UBC 505.1.1). ELECT) ELECTRIC(AL) JB JUNCTION BOX REINF REINFORCE(D), (MENT) # POUND, NUMBER TOTAL ALLOWABLE AREA FOR FIRST FLOOR: 12,000 SQUARE FEET. EMG EMERGENCY JT JOINT RESIL RESILIANT TOTAL ALLOWABLE AREA FOR BUILDING: 24,000 SQUARE FEET. EQ EQUAL RM ROOM EQUIP EQUIPMENT L LENGTH R.O. ROUGH OPENING 6 EXH EXHAUST LAB LABORATORY R/W RIGHT WAY PHYSICAL & GRANULAR ACTIVATED CARBON (GAC): GAC IS LISTED AS A FLAMMABLE WHEN DRY. THE MAXIMUM EXEMPT 6 EXIST, (E) EXISTING LB POUND RWL RAINWATER LEADER AMOUNT THAT CAN BE STORED IS 125 POUNDS. THE GAC IN THE TREATMENT VESSELS IS NOT CONSIDERED EXP EXPANSION LG LONG HEALTH HAZARDS: EW EACH WAY LR LONG RADIUS HAZARDOUS SINCE IT IS KEPT WET. EWC ELECTRIC WATER COOLER OCCUPANCY SEPARATION: NONE REQUIRED BETWEEN F-2 AND B OCCUPANCIES. OCCUPANT LOAD: 32 CALCULATED TOTAL, ACTUAL OCCUPANT LOAD WILL BE LESS THAN 5 5 EXITING: TWO EXITS FROM THE BUILDING. ONE EXIT REQUIRED FROM EACH ROOM. 5 SYMBOLS DOORS: ALL DOORS ARE 36" WIDE MINIMUM EXCEPT FOR ACCESS DOORS. SECTION ® INSULATION IN SECTION1 BORING LOG AND NUMBER FIRE RESISTIVE NONE, BUILDING IS GREATER THAN 20 FEET FROM PROPERTY LINES SECTION DESIGNATION T CONSTRUCTION: 1 1 EARTH IN SECTION / DEMOLITION HANDICAP ACCESS: ALL MAIN FLOOR AREAS ON THE FIRST FLOOR OF THE NEW CONSTRUCTION ARE HANDICAP ACCESSIBLE. 4- SHEET DRAWN ON •: ��� �•��'�•' 4 �; CONCRETE IN SECTION SHEET LOCATED ON - CENTERLINE STEEL IN SECTION STRUCTURAL CRITERIA: SEE SHEET S1 FOR STRUCTURAL DESIGN INFORMATION. -— (N) STORM DRAIN INLET ® WOOD IN SECTION �- (N) STORM DRAIN MANHOLE GRATING CHECKERED PLATE 6 COLUMN LINE TAG J FINISH GRADE 11 DOOR IDENTIFICATION TAG, SEE SHEET A7 FOR DOOR SCHEDULE W=2953C WATER SURFACE © WALL IDENTIFICATION TAG, SEE SHEET A8 FOR WALL TYPES [H R HOSE RACK OC LOUVER IDENTIFICATION TAG, SEE SPECIFICATIONS FOR LOUVER SCHEDULE 106 ROOM IDENTIFICATION TAG, SEE SHEET A7 FOR FINISH SCHEDULE EXTERIOR SPLIT —FACE CMU WALL 2 RECORD DRAWING 2 INTERIOR SMOOTH FACE CMU WALL 7417 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMA1ON REGISTERED MTL. STUD & GYP. BD. WALL PROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTS ARCHITECT HAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF INFORMATION PROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR FE FIRE EXTINGUISHER DANIEL J. WRIGHT COMPLETENESS OF THESE RECORD DRAWINGS. USERS OF THESE RECORD STATE OF WASHINGTON DRAWINGS ASSUME ALL RISK OF LOSS RESULTING FROM THEIR USE. SURVEYED: SCALE: 1 /8"= 1'-0' 1 CITY OF RENTON DATE: 1 DEC 2005 DESIGNED: GAR VERTICAL: NAVD 1988 DRAWN: GAR ONE INCH HORIZONTAL: NAD 1983/1991 KeiltleCi /a�e1l�CS ECONOMIC AND ENGINEERING - Planning/Budding/Public works Dept. PROJECT N0. y SERVICES, INC. 3-01-358 CHECKED: DJW AT FULL SCALE Consultants MAPLEWOOD APPROVED: 10900 NE 4th STREET, SUITE 1110 WATER TREATMENT AND GOLF COURSE IMPROVEMENTS REVISION No. 32001 32nd Avenue South, Suite 100 BELLEVUE, WASHINGTON 98005 IF NOT ONE INCH DATUM Federal Way, Washington 98001 RECORD DRAWING 12/05 SCALE ACCORDINGLY PORTLAND, OR / BELLEVUE, WA / KENNEWICK, WA / OLYMPIA, WA GENERAL NOTES sHT No. N0. REVISION BY DATE AP PR AND ABBREVIATIONS DWG No. Al A B C ID E F G H I J K L M N W 2953AA N I