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HomeMy WebLinkAboutFinal-IDEAL OPTION T.I. TS1.01-A4.01 Owner review budget set 6-6-23SHEET NUMBER WOOD PLYWOOD BATT INSULATION GYPSUM BOARD STEEL INTERIOR ELEVATION WALL SECTION / DETAIL / BUILDING SECTION EXISTING WALLS CONCRETE MASONRY NEW WALL NEW WOOD STUD WALL DIRECTION DRAWING IS VIEWED DIRECTION DRAWING IS VIEWED STRUCTURAL HOLD-DOWN LOCATION SHEET NUMBER DRAWING NUMBER DRAWING NUMBER INDICATES LARGE SCALE PLAN 1 DRAWING NUMBER INDICATES WINDOW MARK WALL / PARTITION TYPE INDICATOR SHEARWALL - SEE SHEARWALL SCHEDULE IN NEW OPENING INDICATES WINDOW SHEET NUMBER ROOM NAME DEMOLITION NOTE ROOM NUMBER DOOR NUMBER KEY NOTE WORK NOTE SYMBOLS LEGEND PARTITION QUARRY TILE QUARTER RADIUS, RISER RESILIENT BASE ROOF DRAIN RAIN LEADER ROUGH OPENING RAIN WATER CLOSET REFLECTED CEILING PLAN REFRIGERATOR REINFORCING REQUIRED ROOM SOLID CORE SQUARE FOOT SQUARE INCH SUPPLIED & INSTALLED BY CONTRACTOR SUPPLIED & INSTALLED BY OWNER SUPPLIED & INSTALLED BY VENDOR SCORE JOINT SHEET METAL SUPPLIED BY OWNER & INSTALLED BY CONTR. SERVICE SINK, STAINLESS STEEL SHEET VINYL SANITARY SEWER SCHEDULE SECTION SHEET SIMILAR SHEET METAL SCREW SPECIFIED SQUARE STAINLESS STEEL STANDARD STEEL STORAGE STRUCTURAL SUSPENDED SYMMETRICAL PTN. Q.T. QTR. R R.B. R.D. R.L. R.O. R.W.L. RCP REF. REIF. REQ'D RM. S.C S.F. S.I. S.I.C. S.I.O. S.I.V. S.J. S.M. S.O.I.C. S.S. S.V. SAN. SCHED. SECT. SHT. SIM. SMS SPEC'D SQ. SST STD. STL. STOR. STRUCT. SUSP. SYM. LIQUID LIGHT LIGHT WEIGHT METAL BUILDING SUPPLIER MASONRY OPENING MOISTURE RESISTANT MASONRY MAXIMUM MECHANICAL MEZZANINE MANUFACTURING MANUFACTURER MANHOLE MINIMUM MISCELLANEOUS MOUNTED MOUNTING METAL MULLION NOT IN CONTRACT NOT TO SCALE NUMBER NOMINAL OVERALL ON CENTER OUTSIDE DIAMETER OVERHEAD OVER OCCUPANT(S) OPENING OPPOSITE PLASTIC LAMINATE PROPERTY LINE PRESSURE REDUCING VALVE PRESSURE TREATED PERPENDICULAR PLATE PLUMBING PLYWOOD PANEL, PANELING PAIR PROJECT POINT LIQ. LT. LT. WT. M.B.S. M.O. M.R. MAS. MAX. MECH. MEZZ. MFG. MFR. MH. MIN. MISC. MTD. MTG. MTL. MULL. N.I.C. N.T.S. NO. NOM. O.A. O.C. O.D. O.H. O/ OCC. OPN'G OPP. P. LAM. P.L. P.R.V. P.T. PERP. PL. PLMB'G PLYWD. PNL. PR. PROJ. PT. FOUNDATION FINISH FLASHING FLOOR FIRE RETARDANT TREATED FOOT FOOTING FURRING GALVANIZED IRON GRAB BAR GENERAL CONTRACTOR GYPSUM WALL BOARD GAUGE GALVANIZED GYPSUM LATH & PLASTER GLASS, GLAZING HOSE BIB HANDICAPPED/ HOLLOW CORE HOLLOW METAL HIGH POINT HARDWARE HORIZONTAL HEIGHT HEATER INSIDE DIAMETER INVERT ELEVATION INCH INSULATION INTERIOR JANITOR JOIST JOINT, JOINTS LENGTH, LONG LOW POINT LANDSCAPE LINEAR FOOT, LINEAL FOOT LAMINATE, LAMINATED POUND LINEAL FDN. FIN. FLASH. FLR. FRT. FT. FTG. FURR. G.I. G.B. G.C. GYP BD. GA. GALV. GLP GL. H.B. H.C. H.M. H.P. HDWR. HORIZ. HT. HTR. I.D. I.E. IN. INSUL. INT. JAN. JST. JT./JTS. L. L.P. L.S. L.F. LAM. LB. LIN. CONSTRUCTION CONTINUOUS CONTRACTOR CORRIDOR COUNTERSUNK CUBIC FOOT DRINKING FOUNTAIN DOWNSPOUT DOUBLE DEPARTMENT DEMOLITION DIAMETER DIMENSION DISPENSER DOWN DOOR DETAIL DRAWING EXPANSION JOINT ELECTRIC WATER COOLER EACH ELECTRICAL ELEVATION, ELEVATOR ENCLOSURE EQUAL EQUIPMENT EACH WAY EXHAUST EXISTING EXPANSION EXTERIOR FLOOR DRAIN FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FINISHED FLOOR FIRST FLOOR FLAT HEAD SCREW FACTORY MUTUAL FACE OF CONCRETE FACE OF STUD FIBER REINFORCED PLASTIC PANEL CONST. CONT. CONTR. CORR. CTSK. CU. FT. D.F. D.S. DBL. DEPT. DEMO. DIA. DIM. DISP. DN. DR. DTL. DWG. E.J. E.W.C. EA. ELEC. ELEV. ENCL. EQ. EQUIP. EW EXH. EXIST. EXP. EXT. F.D. F.E. F.E.C. F.F. F.H.S. F.M. F.O.C. F.O.S. F.R.P.P. "L" & C Ø # ± (E) A.F.F. AB ACST. ACT ADJ. ALT. ALUM. ANOD. APPX. ARCH. ASPH. B.O. BD. BITUM. BLDG. BLK'G BLK. BM. BOT. BUR BTWN. C.I. C.I.P. C.J. C.J.F. C.T. CAB. CB CG. CL. CLG. CLR. CMU C.O. COL. CONC. CONN. ANGLE AND CENTER LINE DIAMETER POUND PLUS OR MINUS EXISTING ABOVE FINISHED FLOOR ANCHOR BOLT ACOUSTICAL CEILING TILE ADJACENT, ADJUSTABLE ALTERNATE ALUMINUM ANODIZED APPROXIMATE ARCHITECTURAL ASPHALT BOTTOM OF BOARD BITUMINOUS BUILDING BLOCKING BLOCK BEAM BOTTOM BUILT UP ROOFING BETWEEN CAST IRON CAST IN PLACE CONTROL JOINT COMPRESSIBLE JOINT FILLER CERAMIC TILE CABINET CATCH BASIN CORNER GUARD CENTER LINE CEILING CLEAR CONCRETE MASONRY UNIT CLEAN OUT COLUMN CONCRETE CONNECTION ABBREVIATIONS L SYSTEM TOP & BOTTOM TONGUE & GROOVE TOP, TREAD TEMPERED GLASS TOP OF TOP OF CONCRETE TOP OF MASONRY TOP OF STEEL TOP OF STUD TOP OF WALL TUBE STEEL TELEPHONE TEMPERED TYPICAL UNIFORM BUILDING CODE UNDERWRITER'S LABORATORIES UNLESS NOTED OTHERWISE UTILITY VAPOR BARRIER VINYL COMPOSITION TILE VINYL TILE VENT THROUGH ROOF VERTICAL VESTIBULE WATER CLOSET WATERPROOF WATER RESISTANT WELDED WIRE FABRIC WELDED WIRE MESH WITH WITHOUT WOOD WINDOW WEATHERSTRIP, WOOD SCREW WAINSCOT WEIGHT YARD DRAIN SYS. T&B T&G T. T.G. T.O. T.O.C. T.O.M. T.O.S. T.O.W. T.S. TEL. TEMP. TYP. U.B.C. U.L. U.N.O. UTIL. V.B. V.C.T. V.T. V.T.R VERT. VEST. W.C. W.P. W.R. W.W.F. W.W.M. W/ W/O WD. WIN. WS. WSCT. WT. Y.D. VICINITY MAP IDEAL OPTION 1055 South Grady Way Renton, WA 98057 Jurisdiction: IDEAL OPTION Chandler Stever Architects CONTACTS 1715 223rd Place NE Sammamish, WA 98074 Phone: 425 985.2176 Fax 425 898.1083 Contact: Chandler Stever Architect: Owner: Suite 104 500 SW 7th Street Renton, WA. 98057 SCHEDULE OF DRAWINGS ARCHITECTURAL: NATIONAL CODES 2018 INTERNATIONAL BUIULDING CODE - IBC AND IEBC 2018 INTERNATIONAL MECHANICAL CODE - IMC 2018 INTERNATIONAL FUEL GAS CODE CODE - IFGC 2018 INTERNATIONAL FIRE CODE - IFC 2018 UNIFORM PLUMBING CODE - UPC 2018 NATIONAL ELECTRIC CODE 2012 ACCESSIBLE & USABLE BUILDINGS & FACILITIES - ICC / ANSI 117.1 CODE INFORMATION WASHINGTON STATE AMENDMENTS - 2012 WAC 51-50 WASHINGTON STATE BUILDING CODE WAC 51-52 WASHINGTON STATE MECHANICAL CODE WAC 51-54 WASHINGTON STATE FIRE CODE WAC51-56 & 51-57 WASHINGTON STATE PLUMBING CODE & STANDARDS WAC 51-11 WASHINGTON STATE ENERGY CODE WAC 296-46B ELECTRICAL SAFETY STANDARDS, ADMINISTRATION AND INSTALLATION OTHER APPLICABLE CODES CITY OF RENTON KING COUNTY PROJECT DESCRIPTION INTERIOR TENANT IMPROVEMENT - 8,505 SQ. - EXISTING ADA BATHROOMS City of Renton 2018 IEBC - CODE COMPLIANCE METHOD "WORK AREA" ALL NEW CONSTRUCTION TO MEET CURRENT CODES TAX ACCT NUMBER: 1823059252 BUILDING INFORMATION CONSTRUCTION TYPE: VB NON SPRINKLERED LAND USE ZONE:IM-INDUSTRIAL, MEDIUM ZONING: IM-INDUSTRIAL, MEDIUM Tenant: PERMIT REQIRED: 1.) BUILDING PERMIT 2.) MEP - MECHANICAL AND PLUMBING PERMITS WITH T.I. PERMIT. ELECTRICAL WITH PERMITS BY CONTRACTORS Suite 104 - 500 SW 7th Street, Renton, WA. 98057 TS1.01 TITLE SHEET A1.01 SITE PLAN A1.02 OVERALL FLOOR PLAN - EXIT ANALYSIS PLAN A2.00 EXISTING PLAN / DEMO PLAN A2.01 PROPOSED FLOOR PLAN A2.02 EQUIPMENT PLAN A2.03 REFLECTED CEILING PLAN A3.01 WALL SECTIONS, WALL BRACING / CEILING BRACING A4.01 ADA DETAILS LEGAL DESCRIPTION: SEE SITE PLAN - SHEET A1.01 SITE AREA: 135,285 S.F. TOTAL EXIST. BUILDING AREA: 2 STORIES = 67,260 G.S.F. FIRST FLOOR AREA: 34,343 G.S.F. SECOND FLOOR AREA: 32,917 G.S.F. EXISTING T.I. AREA = 8,505.1 S.F. @ 1ST FLOOR OCCUPANCY -SEE SHEET A1.02 FOR COMPLETE OCCUPANT CALCULATIONS B - OFFICE NO CHANGES TO HVAC SYSTEM - EXISTING TO REMAIN. S I T E OCCUPANT LOAD = AT IMPROVEMENT AREA = 107 OCCUPANTS OCCUPANT LOAD = AT SOUTH HALF NON T.I. AREA=143 OCCUPANTS TOTAL OCCUPANTS = AT SOUTH HALF GRID G TO N 250 OCCUPANTS EXITS REQUIRED = 2 EXITS REQUIRED MIN (4 EXIT POINTS EXISTING) MEP Eng: PARKING REQUIRED (EXISTING) 315 TOTAL PARKING SPACES , 12 OF WHICH ARE HANDICAP ACCESSIBLE PLUMBING FIXTURES REQUIRED - 4 FIXTURES REQUIRED EACH SEX (4) FIXTURES MINIMUM (EXISTING) (SEE SHEET A1.02 FOR COMPLETE FIXTURE CALCS IDEAL OPTION Suite 104 500 SW 7th Street Renton, WA. 98057 "DESIGN BUILD PERMIT BY CONTRACTORS" TS1.01 TITLE SHEETIDEAL OPTIONSuite 104500 SW 7th StreetRenton, WA. 9805706.06.23OWNER REVIEW06.06.23CONTRACTOR BUDGET SET6/6/2023 6:32:49 PM, alex gentile, ARCH full bleed D (36.00 x 24.00 Inches), 1:1 2-STORY OFFICE BUILDING 500 S.W. 7TH STREET RENTON, WA. AREA OF TENANT IMPROVEMENT FIRST FLOOR 8,505 S.F. (E) BUILDING LOBBY ACCESSIBLE PATH OF TRAVEL ACCESSIBLE PATH OF TRAVEL VAN VAN VAN EXISTING PARKING LOT - (NO EXTERIOR SITE WORK) * EXISTING SITE PLAN BY OTHERS - SHOWN FOR T.I. LOCATION REFERENCE ONLY.IDEAL OPTIONSuite 104500 SW 7th StreetRenton, WA. 9805706.06.23OWNER REVIEW06.06.23CONTRACTOR BUDGET SETSite PlanA1.01 Site Plan 3/32"=1'-0"1 6/6/2023 6:33:43 PM, alex gentile, ARCH full bleed D (36.00 x 24.00 Inches), 1:1 FEC 11 ELEV. MACH. ROOM 1098 A B C MENWOMEN E F ELEV. G H J K L M 765321 N D STAIR UP UP STAIR ELEC. UP (E) MEN (E) WOMEN WOMEN MEN CONFERENCE RM. 2 CONFERENCE RM. 1 BUILDING STORAGE BUILDING HVAC BUILDING HVAC SUITE C SUITE D G H J K L M N TOX 104-6a REVIEW OFFICE 104-11 MEETING / CONF. 104-9 417.4 SF@1/15 = 28 OCCUPANTS BREAK ROOM 104-8 469.7SF @ 1/15 = 32 OCCUPANTS P.O. 104-12 P.O. 104-13 P.O. 104-14 P.O. 104-17OFFICE 104-16 PROCESSING AREA OFFICE AREA 5,464.8 SF @ 1/150 = 36 OCC. RECEIVING 104-2 MED LAB 104-3 P.O. 104-4 TOX 104-6b (E) CLOS.(E) CLOS.(E) CLOS.(E) CLOS.(E) CLOS.(E) CLOS.CLEAN STORAGE 104-10 4 PRESUMPTIVE AREA 104-5 (E) ELEV (E) JANITOR CLOSET (E) HI-LOW DRINKING FOUNTAIN 1,516.3 SF @ 1/150 = 11 OCC CONF. RM. MECHCLASSROOMCLASSROOM OFFICE AREA 6,083.1 SF @ 1/150 = 41 OCC. AREA 1,332.7 SF @ 1/20 = 67 OCC.478.0 SF @ 1/15 = 32 OCC 443.7 SF @ 1/150 = 3 OCC EGRESS WIDTH REQUIRED EGRESS WIDTH REQUIRED = 0.2 INCH PER OCCUPANT 228x0.2 = 45.6 INCHES = 46" 3.8 L.F. EXIT WIDTH REQUIRED 15 L.F. EGRESS DOOR PROVIDED 104-1 (E) LOBBY STOR. 104-4 EGRESS - EXITING - PATH OF TRAVELAREA NOT A PART AND DOES NOT AFFECT EGRESS AND EXITINGEXISTING OFFICE WITH SEPARATE FACILITIES (NOT A PART) GRID "G" - SOLID WALL LINE TO NORTH FIRST FLOOR WING " NO ACCESS" GRID "G" - SOLID WALL LINE TO NORTH FIRST FLOOR WING " NO ACCESS" OFFICE EXISTING (NOT A PART) COMBINED AREA = 887.1 S.F. OCCUPANCY @ 1/15 = 60 OCCUPANTS ( 2 EXITS REQUIRED) OCCUPANCY @ OFFICE AREA = 1/150 @ 6,980 .8 S.F. = 47 TOTAL OCCUPANTS OCCUPANCY @ SOUTH 1ST FLOOR AREA (GRIDS G THRU N) TOTAL OCCUPANCY @ T.I. AREA = 107 OCCUPANTS TOTAL OFFICE = 6,980.8 S.F. @ 1/150 = 47 OCCUPANTS TOTAL CONFERENCE/ASSEMBLY = 887.1 S.F. @ 1/15 = 60 OCCUPANTS OCCUPANCY @ NON T.I. WEST AREA (GRIDS G THRU N) TOTAL OCCUPANCY @ T.I. AREA = 143 OCCUPANTS TOTAL OFFICE = 6,526.8 S.F. @ 1/150 = 44 OCCUPANTS TOTAL CONFERENCE ASSEMBLY = 478 S.F. @ 1/15 = 32 OCCUPANTS TOTAL CLASSROOM = 1,332.7 S.F. @ 1/20 = 67 OCCUPANTS TOTAL OCCUPANCY GRIDS G TO N = 143 + 107 =250 OCCUPANTS (2 MEANS OF EGRESS MIN REQUIRED) EGRESS PROVIDED - 4 EXIT LOCATIONS FIXTURE OCCUPANCY CALCULATION TOILETS REQUIRED UNDER B OCCUPANCY, 1 FIXTURE - 25 UP TO 50, THEN 1 FIXTURE / 50 REMAINDER LAVS 1/40 FOR FIRST 80, THEN 1/80 REMAINDER. 1 DRINKING FOUNTAIN MIN (HIGH LOW DRINKING FOUNTAIN EXISTING) AND 1 MOP SINK REQUIRED, (ONE MOP SINK EXISTING). TOTAL FIXTURES REQUIRED FOR SOUTH HALF 1ST FLOOR GRIDS G TO N WITH ALL 250 OCCUPANTS= 250 / 2 = 125 OCCUPANTS PER SEX = 4 TOILET FIXTURES REQUIRED MIN PER SEX (4 FIXTURES OR MORE EXISTING PER SEX) LAVATORIES REQUIRED PER SEX AT 125 OCCUPANTS = 3 LAVATORIES REQUIRED. (3 LAVATORIES OR MORE EXISTING) TOTAL FIXTURES REQUIRED INDEPENDENTLY FOR WEST HALF TENANTS W NO ACCESS TO 2 SINGLE TOILETS WITHIN T.I. AREA; OCCUPANCY AT 143 / 2 = 72 OCCUPANTS PER SEX = 3 FIXTURES MIN EACH. (3 FIXTURES OR MORE EXISTING PER SEX) LAVATORIES REQUIRED AT 72 OCCUPANTS = 2 LAVS PER SEX (2 LAVATORIES PER SEX EXISTING). L E G E N D TENANT INTERIOR DEMISING WALL - T.I. PREMISES. EXIST. FULL HT 1 HR. FIRE RATED. REQUIRED CLEARANCE AREA (TYP.)IDEAL OPTIONSuite 104500 SW 7th StreetRenton, WA. 9805706.06.23OWNER REVIEW06.06.23CONTRACTOR BUDGET SETOverall Floor Plan - Exit Analysis PlanA1.02 Overall Floor Plan - Exit Analysis Plan 3/32"=1'-0"1 6/6/2023 6:35:38 PM, alex gentile, ARCH full bleed D (36.00 x 24.00 Inches), 1:1 L E G E N D TENANT INTERIOR DEMISING WALL - T.I. PREMISES. EXIST. FULL HT 1 HR. FIRE RATED. EXISTING BUILDING ENVELOPE / SHELL EXISTING WALLS TO REMAIN 111098765 UP (E) MEN (E) WOMEN WOMEN MEN BUILDING HVAC G H J K L M N NOTE #1 (E) CLOS.(E) CLOS.(E) CLOS.(E) CLOS.(E) CLOS.(E) CLOS.NOTE #1 NOTE #1 NOTE #3 NOTE #1NOTE #1 NOTE #1 NOTE #2 4 NOTE #3 NOTE #4 NOTE #4 (E) ELEV (E) JANITOR CLOSET (E) HI-LOW DRINKING FOUNTAIN (E) LOBBY NOTE #3 D E M O L I T I O N N O T E S : 1.WALL TO BE REMOVED 2.EXISTING CABINET TO BE REMOVED 3.DOOR TO BE REMOVED 4.EXISTING ADA COMPLIANT TOILETS 5.EXISTING WINDOW TO BE REMOVED AND FILLED IN WITH FRAMING AND GWB. TEXTURE AND PAINT TO MATCH EXISTING. EXISTING WALL TO BE REMOVED IDEAL OPTIONSuite 104500 SW 7th StreetRenton, WA. 9805706.06.23OWNER REVIEW06.06.23CONTRACTOR BUDGET SETExisting Plan, Demolition Plan 1/8"=1'-0"1 Existing Plan, Demolition PlanA2.00 6/6/2023 6:36:25 PM, alex gentile, ARCH full bleed D (36.00 x 24.00 Inches), 1:1 11 ELEV. MACH. ROOM 1098 G H J K L M 765321 N STAIR UP (E) MEN (E) WOMEN WOMEN MEN BUILDING HVAC BUILDING HVAC G H J K L M N9'-3"TOX 104-6a REVIEW OFFICE 104-11 MEETING / CONF. 104-9 BREAK ROOM 104-8 P.O. 104-12 P.O. 104-13 P.O. 104-14 P.O. 104-17OFFICE 104-16 PROCESSING AREA RECEIVING 104-2 MED LAB 104-3 P.O. 104-4 18" 1'-6"4'-0"CLR.4'-0" MIN.1'-6"5'-0"NOTE #1 NOTE #1NOTE #1TOX 104-6b (E) CLOS.(E) CLOS.(E) CLOS.(E) CLOS.(E) CLOS.(E) CLOS.1'-6" (E)ELECTRICAL PANEL NOTE #2 NOTE #3(PAIR)18"FULL HT. 30" REF DW CLEAN STORAGE 104-10 Micro Wave 2'-10"2'-0"(E)RAMP UP @ 1:12 SLOPE 4 TENANT AREA TENANT AREA01 02 03 04 06 05 07 09 10 08 11 12 14 17 16 15 19 20 23242526 27 NOTE 5 NOTE 4NOTE 4NOTE 4 NOTE 5 NOTE 4 13 PRESUMPTIVE AREA 104-5 NOTE 6 18" CLR.3'-0"20'-0" CLEAR (E) ELEV 3'-0"3'-0"4'-0"4'-0"18" MIN. CLR. 3'-0"3'-0"18" CLR. 18 1'-6"2'-6"4'-0" MIN.4'-0" MIN. (E) JANITOR CLOSET (E) HI-LOW DRINKING FOUNTAIN 3'-0"3'-0"3'-0" 4'-0" MIN. SLIDING DOORS CONF. RM. MECHCLASSROOMCLASSROOM OFFICE NOTE 7 NOTE 7 NOTE 7 NOTE 7 FD FD FDNOTE 8 NOTE 8 NOTE 8 104-1 (E) LOBBY STOR. 104-4 OFFICE EXISTING (NOT A PART) TYP. 5 A3.01 TYP. 5 A3.01TYP.2 A3.01 TYP.2 A3.01 FDNOTE 8 NOTE 9 NOTE 9 L E G E N D TENANT INTERIOR DEMISING WALL - T.I. PREMISES. EXIST. FULL HT 1 HR. FIRE RATED. N O T E S : 1.EXISTING 1-HOUR CORRIDOR 2.NEW 20 MIN RATED, BLDG STANDARD DOOR 3.(E) EXISTING 20 MIN. RATED DOOR 4.(E) EXISTING RELIGHTS 5.(E) EXISTING INTERIOR WINDOW. 6.SEAL EXISTING DOOR IN 1-HR CORRIDOR 7.HOT, COLD WASTE AND VENT FOR NEW SINK 8.NEW FLOOR DRAIN 9.DASHED LINES AT EQUIPMENT REPRESENT REQUIRED CLEARANCE AREA (TYP.) EXISTING BUILDING ENVELOPE / SHELL EXISTING WALLS TO REMAIN 8,505.1 TENANT SQUARE FEET FD NEW FLOOR DRAIN NEW METAL 3 5/8" METAL STUD FRAMED WALL WITH 1-LAYER OF 5/8" GWB EACH SIDE PER 5/A3.01 NEW 1 HOUR - CORRIDOR WALL W/ 3 5/8" MTL STUD @ 16" O.C. W/ 2 LAYER OF 5/8" TYPE "X" GWB EACH SIDE PER 2/A3.01 CARD READER EGRESS - EXITING - PATH OF TRAVEL BLDG. STANDARD CORRIDOR DOOR LOCKSET/CLOSER BLDG. STANDARD INTERIOR DOOR BLDG. STANDARD INTERIOR DOOR BLDG. STANDARD INTERIOR DOOR BLDG. STANDARD INTERIOR DOOR BLDG. STANDARD INTERIOR DOOR BLDG. STANDARD INTERIOR DOOR BLDG. STANDARD INTERIOR DOOR BLDG. STANDARD CORRIDOR DOOR BLDG. STANDARD INTERIOR DOOR BLDG. STANDARD INTERIOR DOOR BLDG. STANDARD INTERIOR DOOR BLDG. STANDARD INTERIOR DOOR BLDG. STANDARD INTERIOR DOOR BLDG. STANDARD EXTERIOR DOOR BLDG. STANDARD INTERIOR DOOR BLDG. STANDARD INTERIOR DOOR ACOUST. SLIDING WALL SYSTEM BLDG. STANDARD INTERIOR DOOR BLDG. STANDARD INTERIOR DOOR BLDG. STANDARD INTERIOR DOOR BLDG. STANDARD INTERIOR DOOR BLDG. STANDARD INTERIOR DOOR BLDG. STANDARD INTERIOR DOOR BLDG. STANDARD INTERIOR DOOR LOCKSET/CLOSER LATCHSET LATCHSET LATCHSET LATCHSET LATCHSET LATCHSET PRIVACY LOCK/CLOSER LATCHSET LATCHSET LATCHSET LATCHSET LATCHSET LATCHSET LATCHSET LATCHSET LATCHSET LATCHSET LATCHSET LATCHSET LATCHSET LATCHSET LATCHSET PRIVACY LOCK/CLOSER 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 DOOR TYPE HARDWARE TYPE FIRE LABEL COMMENTS DOOR SCHEDULE PAIR 25 26 27 PAIR PAIR PAIR (N)(E) 20 MIN. 20 MIN.3'0X7'0 3'0X7'0 DIMS 3'0X7'0 3'0X7'0 3'0X7'0 3'0X7'0 3'0X7'0 3'0X7'0 3'0X7'0 3'0X7'0 3'0X7'0 3'0X7'0 3'0X7'0 3'0X7'0 3'0X7'0 3'0X7'0 3'0X7'0 4'8XFH(4) 3'0X7'0 3'0X7'0 3'0X7'0 3'0X7'0 3'0X7'0 3'0X7'0 3'0X7'0 PROVIDE BRACING IN CEILING AS NEC. FOR TRACK. NOT USED PAIR OF DOORS NOT USED PAIR OF DOORS PAIR OF DOORS PAIR OF DOORS IDEAL OPTIONSuite 104500 SW 7th StreetRenton, WA. 9805706.06.23OWNER REVIEW06.06.23CONTRACTOR BUDGET SETProposed Floor Plan 1/8"=1'-0"1 Proposed Floor PlanA2.01 6/6/2023 6:37:10 PM, alex gentile, ARCH full bleed D (36.00 x 24.00 Inches), 1:1 111098765 UP (E) MEN (E) WOMEN WOMEN MEN BUILDING HVAC G H J K L M N TOX 104-6a REVIEW OFFICE 104-11 MEETING / CONF. 104-9 BREAK ROOM 104-8 P.O. 104-12 P.O. 104-13 P.O. 104-14 P.O. 104-17OFFICE 104-16 PROCESSING AREA RECEIVING 104-2 MED LAB 104-3 P.O. 104-4 12 34 40 5 6 7 8 9 1112 141516171819202122 27 23 24 50 28 29 32 38 39 41 42 50 51 52 53 44 45 46 49 48 48 47 47 TOX 104-6b (E) CLOS.(E) CLOS.(E) CLOS.(E) CLOS.(E) CLOS.(E) CLOS.FULL HT. 30" REF DW CLEAN STORAGE 104-10 48.5 10.5 Micro Wave 4 67 65 65 65 34 35 48.5 65 65 65 65 65 64 64 PRESUMPTIVE AREA 13 68 68 72 104-5 10.5 67 76 75 (E) ELEV 80 3x12 TABLE 79 74 73 (E) JANITOR CLOSET (E) HI-LOW DRINKING FOUNTAIN 71 80 SLIDING DOORS CONF. RM. MECHCLASSROOM 6565 FD FD FD 104-1 (E) LOBBY STOR. 104-4 FD 67 L E G E N D TENANT INTERIOR DEMISING WALL - T.I. PREMISES. EXIST. FULL HT 1 HR. FIRE RATED. REQUIRED CLEARANCE AREA (TYP.) FD NEW FLOOR DRAIN Equipment Plan 1/8"=1'-0"1 A2.02Equipment PlanEquipment Schedule2 IDEAL OPTIONSuite 104500 SW 7th StreetRenton, WA. 9805706.06.23OWNER REVIEW06.06.23CONTRACTOR BUDGET SET6/6/2023 6:38:09 PM, alex gentile, ARCH full bleed D (36.00 x 24.00 Inches), 1:1 111098765 UP (E) MEN (E) WOMEN WOMEN MEN BUILDING HVAC G H J K L M N TOX 104-6a REVIEW OFFICE 104-11 MEETING / CONF. 104-9 BREAK ROOM 104-8 P.O. 104-12 P.O. 104-13 P.O. 104-14 P.O. 104-17OFFICE 104-16 PROCESSING AREA RECEIVING 104-2 MED LAB 104-3 P.O. 104-4 TOX 104-6b (E) CLOS.(E) CLOS.(E) CLOS.(E) CLOS.(E) CLOS.(E) CLOS.CLEAN STORAGE 104-10 4 EXITEXITEXITEXIT NOTE #1 NOTE #2 NOTE #2NOTE #2NOTE #2NOTE #3 NOTE #3 NOTE #1 NOTE #1 PRESUMPTIVE AREA 104-5 (E) ELEV (E) JANITOR CLOSET (E) HI-LOW DRINKING FOUNTAIN CONF. RM. MECHCLASSROOM 104-1 (E) LOBBY STOR. 104-4 BATTBATTBATTBATTBATTBATTBATTBATTBATTBATTBATTBATTBATTBATTEXITEXIT EXIT EXITBATTBATT BATTBATTBATT EXIT EXITBATT EXIT BATT EXIT BATTBATTBATTEXITEXISTING 1X4 FLOR. LIGHTING 3 A3.01 NOTE #4 NOTE #5 4 A3.01 NEW L.E.D. TRACK LIGHTING TYP.EXITNOTE #5 RCP N O T E S : 1.EXISTING HARD LID CEILING 2.EXISTING 2x4,T-BAR CEILING AS SHOWN 3.EXISTING SOFFIT WALL AT ABOVE - PER ASBUILT PLAN PROVIDED. 4.PATCH AND REPAIR CEILING PER DETAIL 3/A3.01 5.INSTALL NEW LIGHT AND BRACE EXISTING LIGHTING PER 4/A3.01 ILLUMINATED EXIT SIGN, BUG EYES AND 90 MIN. BATTERY BACK-UP 24"X48" LED LIGHTING TROFFER W/ EMERGENCY EGRESS LIGHTING- 90 MIN BATTERY BACK-UP. UPGRADE TO L.E.D. EXISTING DOWNLIGHT TO REMAIN. UPGRADE TO L.E.D @ T.I. SPACE EXIT EXISTING 24"X48" LED LIGHTING TROFFER . UPGRADE TO L.E.D. @ T.I. SPACE RCP L E G E N D EXISTING SWITCHING TO REMAIN. BATT EXISTING DOWNLIGHT WITH 90 MIN. BATTERY BACK-UPBATT NEW TRACK LIGHTING MOUNTED AT HUNG CEILING WITH FLEXIBLE LED HEADS IDEAL OPTIONSuite 104500 SW 7th StreetRenton, WA. 9805706.06.23OWNER REVIEW06.06.23CONTRACTOR BUDGET SETReflected Ceiling Plan 1/8"=1'-0"1 Reflected Ceiling PlanA2.03 6/6/2023 6:40:50 PM, alex gentile, ARCH full bleed D (36.00 x 24.00 Inches), 1:1 2" M A X . #12 GAGE HANGER WIRE, 4' EACH WAY PLUS ONE WIRE AT EA CORNER OF LIGHT FIXTURES LIGHT SHALL BE ATTACHED TO THE CEILING SYSTEM WITH POSITIVE CLAMP DEVICES LIGHT FIXTURE #12 GAGE HANGER AT EACH CORNER RIGID STEEL HEAVY DUTY EMT CONDUIT STRUT. @ 12'-0" O.C. EA. WAY. START 6'-0" MAX FROM EDGE OF CEILING AROUND PERIMETER WIRE LOCKING PIN TO FASTEN CROSS RUNNER TO MAIN 4- #12 GA SEISMIC SPLAY WIRE ONE EACH WAY IN PLANE OF OF EACH MAIN RUNNER - VERTICAL ANGLE OF 45° - ALL WIRES SECURED TO MAIN RUNNER WITHIN 3" OF INTERSECTION AT EA. END OF SPLAY WIRE THRU HOLE IN RUNNER, CONDUIT STRUT OR THRU EYE SCREW & TWISTING WIRE TIGHT AROUND ITSELF AT LEAST THREE COMPLETE TURNS IN 1-1/2" TYP. CROSS TEE 1"DIA. X 20GA EMT STEEL CONDUIT WHER "L" IS GREATER THAN 5'-6" - 3/4" DIA. 22 GA. EMT STEEL CONDUIT STRUT UP TO "L" OF 5'-6". SLIP OVER #12 GA. IN PLACE VERTICAL WIRE. CUT TO FIT AND SHIM TIGHT TO FLOOR OR ROOF STRUCTURE AND MAIN RUNNER 45° MAIN TEE (HEAVY DUTY)2" M A X WHERE "L" IS GREATER THAN 8'-6" AND LESS THAN 17'-0" ADD (4) SPLAY WIRES AT MID HEIGHT OF STRUT. LATERAL FORCE BRACING 3 FULL TURNS MIN. HEAVY DUTY SYSTEM 1.) CEILING OVER 1,000SF REQUIRE HORIZONTAL RESTRAINT SYSTEM. 2.) CEILING WITHOUT RIGID BRACING MUST HAVE 2" OVERSIZED TRIM RINGS FOR SPRINKLERS AND OTHER PENETRATIONS. CEILING TO COMPLY WITH IBC, ASTM C635, C636 & CISCA GUIDELINES TOTAL SUSPENDED CEILING AREA NOTE: < 1000SF. LATERAL RESTRAINT SYSTEM NOT REQUIRED PER ASCE 7-05 - 13.5.6.2.2 EXCEPTION C. SECURE ALL WIRES TO TEES MAXIMUM 2" FROM INTERSECTION NO. 12 GA. VERT. WIRE HANGER IN COMPRESSION TUBE - LEVEL CEILING GRID PRIOR TO SETTING CONDUIT 45°45°45°3 1/2" = 1'-0" TYPICAL CEILING BRACING DETAIL 2"MA X 4 1/2" = 1'-0" LIGHT FIXTURE BRACING DETAIL 8" MAX. 3/4" CLR. 8" MAX. 3/4" CLR.7/8" BERC 2 CLIP PERIMETER MEMBER AT STARTER WALLS AT OPPOSITE WALLS 7/8" BERC 2 CLIP MINIMUM CLEARANCE RUNNERS AT WALLS IF LIGHT FIXTURE IS LESS THAN 56 LBS. & 4-#12 GA. IF LIGHT FIXTURE EXCEEDS APPROVED HANGERS PROVIDE 2-#12 GA. HANGERS 56 LBS. IT SHALL BE SUPPORTED FROM THE STRUCTURE ABOVE BY 0'-0" 1 1 1/2" = 1'-0" WALL TO STRUCTURE ABOVE 1 HR. RATED FULL HEIGHT 6 1 1/2" = 1'-0" PONY WALL DETAIL3/4"3/4"6 3/8" 4" RUBBER COVE BASE EXIST. CONC. SLAB 0'-0" ATTACH METAL TRACK TO CONCRETE FLOOR WITH 0.145 DIA. HILTI POWER ACTUATED ANCHORS @ MIN. 2'-0" O.C. (ICBO ER-2388) 3 5/8" METAL STUDS @ 16"O.C.5/8" GWB EACH SIDE AND PAINT3'-0"2'-10 1/2"3/4"3/4" WOOD CAP 0'-0" 3'-0" ATTACH METAL TRACK TO CONCRETE FLOOR WITH 0.145 DIA. HILTI POWER ACTUATED ANCHORS @ MIN. 2'-0" O.C. (ICBO ER-2388) 5/8" TYPE "X "GYPSUM WALL BOARD TYP. FIRE TAPE AND MUDD - EACH SIDE PAINT (LEVEL 4 FINISH) TYP. ACOUSTIC INSULATION (PROVIDE ACOUSTIC SEALANT @ TOP TRACK -BOTH SIDES) 20 GA METAL DEFLECTION TRACK @ FULL HEIGHT PARTITIONS - SEAL ALL VOIDS & GAPS 4" RUBBER COVE BASE - TYP. FULL HT. 6" WALL W/ 20GA. METAL STUDS @ 16" O.C. WITH SOUND BATT INSULATION CONTRACTOR TO VERIFY HEIGHT 3/4"GAP1 1/4" MIN.OVERLAP9'-0" - CEILING LINE 3/4"DEFLECTION TRACK CEILING RUNNER 25MSG MIN. GALV. STL. w/ 3" OR 4" LEGS OFFSET @ MIDPOINT 5/8" FIRE SEAL, TYP. EXIST. STRUCTURE ABOVE ATTACH EXIST. METAL DECK w/ #8 METAL SCREWS FASTENERS @ 16"oc 12'-0" FIRE SEAL 1 A3.01 2 1/2" = 1'-0" 1- HOUR DEMISING WALL @ CORR. FULL HEIGHT WALL SECTION NEW DEMISING WALL(PROVIDE METAL STUD WALL @ COOK LINE) 5 1/2" = 1'-0" BRACING DETAIL TYPICAL TENANT INTERIOR WALL 0'-0" 9'-0" 8'-0" NEW 3 5/8" 22GA. METAL STUDS @ 16"oc - PROVIDE 5/8" G.W.B. EACH SIDE PVA PRIMER & PAINT EACH SIDE TYP. SOUND BATT. INSULATION WHERE NOTED PER PLANS DIAGONAL BRACING @ 4'-0" O.C. ALT. DIRECTION, TYPICAL BLOCKING AT +8'-0" 4" RUBBER COVE BASE PER FINISH PLAN FLOORING PER CONTRACTOR SUSPENDED CEILING6"ATTACH METAL TRACK TO CONCRETE FLOOR WITH 0.145 DIA. HILTI POWER ACTUATED ANCHORS @ MIN. 2'-0" O.C. (ICBO ER-2388) 4" RUBBER COVE BASE SUSPENDED CEILING PER 3/A3.01 FULL HT. 6" WALL W/ 20GA. METAL STUDS @ 16" O.C. WITH SOUND BATT INSULATION BLOCKING @ 8'-0" A.F.F. 8'-0" 5/8" TYPE "X" GWB , FIRE TAPE AND MUD EACH SIDE FIRE SEALANT @ BASE EXISTING CONCRETE SLAB EXISTING STRUCTURE 12'-0" ATTACH METAL TOP TRACK W/ #6 METAL SCREWS @ 16"O.C. 9'-0" 12'-0" EXIST. 2ND FLOOR EXISTING DRYWALL CEILING @ CORRIDOR3'-0"CONTRACTORTO VERIFY1 A3.01 A3.01 WALL SECTIONSIDEAL OPTIONSuite 104500 SW 7th StreetRenton, WA. 9805706.06.23OWNER REVIEW06.06.23CONTRACTOR BUDGET SETWall Sections, Wall Bracing / Ceiling Bracing6/6/2023 6:42:03 PM, alex gentile, ARCH full bleed D (36.00 x 24.00 Inches), 1:1 NAPKIN / TAMPON DISPOSAL NOTES: 1.) PROVIDE P-LAM UP TO 4'-0" ON ALL WALLS WITH J- MOULD AT TOP TRIM. 2.) RESTROOM FLOOR TO BE SHEET VINYL WITH 6" INTEGRATED COVE BASE WITH 3/8" MIN. RADIUS. 3.) MAXIMUM REACH DEPTH AND HEIGHT PER ICC TABLE 606.7 54" MIN. 3 6 " G R A B B A R 12" MAX. 39" - 41" MIN.17" - 19"19" TO BOTTOM7" - 9" 42" GRAB BAR TOILET PAPER DISPENSER WALL HUNG TOILET (W.C.)15" MIN. TO BOT.48" MAX. TO TOP33" - 36"TOP OF GRAB BAR (I.C.C. 609.4)39" - 41"BOT. OF GRAB BAR (I.C.C. 604.5.1)18" MIN.44" MAX.SEAT COVER DISPENSER 40" MAX.17" - 19"16" - 18" 17" - 19" 6"36" MIN. MIRROR 74" MIN.40" MAX.40" MAX.3'-3" MAX.SOAP DISPENSER LAVATORY INSULATE SINK PIPES 29" MIN.34" MAX.15" MIN.SOAP AND PAPERTOWEL DISPENSERSCENTERLINE OF EDGE OF DISPENSER SINK TO 40"60 1/2"DISPENSER/ WASTE RECEPTACLE 40"NAPKIN/ TAMPON DISPENSER NAPKIN/ TAMPON DISPOSAL57"34"1 3/4" = 1'-0" MOUNTING HEIGHTS 603 TOILET AND BATHING ROOMS: 1.) 603.2.1 TURNING SPACE: A TURNING SPACE COMPLYING WITH 304 SHALL BE PROVIDED WITHIN THE ROOM. 2.) 603.2.2 OVERLAP: CLEAR FLOOR SPACES, CLEARANCES AT FIXTURES, AND TURNING SPACES SHALL BE PERMITTED TO OVERLAP. 3.) 603.2.3 DOOR SWING: DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE FOR ANY FIXTURE. EXCEPTIONS: 1.) DOORS TO A TOILET AND BATHING ROOM FOR A SINGLE OCCUPANT. ACCESSED ONLY THROUGH A PRIVATE OFFICE AND NOT FOR COMMON USE OR PUBLIC USE HALL BE PERMITTED TO SWING INTO THE CLEAR FLOOR SPACE. PROVIDED THE SWING OF THE DOOR CAN BE REVERSED TO MEET SECTION 603.2.3 2 3/4" = 1'-0" RESTROOM SIGNAGE6'-8" MIN. HEIGHT32" MIN. CLEAR FLOORFLOOR FLOOR PROVIDE LEVER TYPE HANDLE DOOR LATCH WITH OPENING FORCE OF 5 LBS. MAX. (INTERIOR DOOR), DOOR HANDLES SHALL NOT REQUIRE TIGHT GRASP, PINCHING OR TWISTING OF WRIST TO OPERATE NOTES: PROVIDE AT H.C. TOILET ROOM (MOUNT CENTERED ON DOOR) MEN 6"8"1"4"3 1/2"MOUNT WITH DOUBLE BACK TAPE 3/4" HIGH WHITE TACTILE LETTERS w/ BRAILLE CHARACTERS 1/2" RADIUS CORNERS, TYPICAL WHITE GRAPHIC SYMBOLS AT RESTROOMS WITH 1/4" GRAY PLASTIC LAMINATE WITH POLISHED EDGES MEN 5'-4" MAX.5 1 1/2" = 1'-0" ADA GRABBAR ATTACHMENT 6 N.T.S. SIGNAGE CENTERLINE OF DOOR AND SIGN 5'-0" A.F.F. MEN / WOMEN OR UNISEX AS REQUIRED PER PLAN SEE PLAN FOR SIGNAGE LOCATIONS CENTERLINE OF SIGNRESTROOM SIGNAGE NOTE: IDENTIFICATION SYMBOLS PER ADA SECTION 4.30 SIGNAGE INTERNATIONAL SYMBOL OF ACCESSIBILITY PER ICC ANSI 117.1 - 2003 FIG 703.6.3.1 IBC SECTION 1110 - SIGNAGE 1110.1 SIGNS 7.) UNISEX TOILETS AND BATHING ROOMS ICC ANSI 117.1 703.5 PICTOGRAMS 703.5.2 PICTOGRAM FIELD. PICTOGRAMS SHALL HAVE A 6 INCH FIELD MIN. IN HEIGHT. 703.6 SYMBOLS OF ACCESSIBILITY74" MIN.40" MAX.ICC 603.534" MAX.ICC 606.327" MIN.ICC 306.3.36 MAX. PER ICC 306.2.4 LEVER VALVE MIRROR (SAFETY GLAZING)8" MIN. 11" MIN. KNEE CLEARANCE 9" MIN.PIPING 17" MAX. 17" MIN. - 25" MAX. KNEE/TOE CLEARANCE 3 3/4" = 1'-0" ADA CLEARANCE NOTES: 1.) TOE CLEARANCE 30" MINIMUM IN WIDTH PER ICC 117.1 306.2.5 2.) KNEE CLEARANCE 30" MINIMUM IN WIDTH PER ICC 117.1 306.3.5 3.) CONTRASTING COLOR BETWEEN COUNTER TOP AND FLOORING. 4.) CLEAR KNEE SPACE TO BE 29" A.F.F. MIN. SEE DETAIL DETAIL ELEVATION ICC306.2.1PROTECTED ICC 606.6 32" MIN.90°(A) HINGED DOOR (B) SLIDING DOOR 4 3/8" = 1'-0" DOOR CLEARANCE (C) FOLDING DOOR (D) DOORWAYS WITHOUT DOORS24" MAX.32" MIN. 36" MIN. 32" MIN. ACCESSIBLE PER ICC 604.2 AMBULATORY PER ICC 604.2 12" MIN.24" MIN. FLUSH HANDLE ON WIDE SIDE OF STALL OR ROOM 33" - 36"I.C.C. 609.4I.C.C. 604.442" MIN. 18" VERT. GRAB BAR 24" MIN. GRAB BARS PER I.C.C. 604.5GRAB BAR SECTION 1 1/2" MAX.1 1/4" - 2" MAX. PER I.C.C. 609.2.1 METAL STUDS PER PLAN 16GA. METAL STUD BLKG. w/ 1- A35 CLIP TOP AND BOTTOM 1/4"Ø SHEET METAL SCREWS TO METAL BLOCKING 1 1/4"Ø GRAB BAR SEE 5/A4.01 BACKING DETAIL 1.) 604.5.1 FIXED WALL GRAB BARS: FIXED SIDEWALL GRAB BARS SHALL BE 42 INCHES MIN. IN LENGTH, LOCATED 12 INCHES MAX. FROM THE REAR WALL AND EXTENDING 54 INCHES MIN. FROM THE REAR WALL IN ADDITION, A VERTICAL GRAB BAR 18 INCHES MIN. IN LENGTH SHALL BE MOUNTED WITH THE BOTTOM OF THE BAR LOCATED BETWEEN 39 INCHES ABD 41 INCHES ABOVE THE FLOOR, AND 41 INCHES FROM THE REAR WALL. 2.) 604.5.2 REAR WALL GRAB BARS: 3.) 609.1 GENERAL: GRAB BARS IN ACCESSIBLE TOILET OR BATHING FACILITIES SHALL COMPLY WITH SECTION 609. 4.) 609.2.1 CIRCULAR CROSS SECTION: GRAB BARS WITH A CIRCULAR CROSS SECTION SHALL HAVE A OUTSIDE DIAMETER OF 1 1/4" MIN. AND 2 INCHES MAX. 5.) 609.2.2 NON-CIRCULAR CROSS SECTION: GRAB BARS WITH A NON-CIRCULAR CROSS SECTION SHALL HAVE A CROSS SECTION DIMENSION OF 2 INCHES MAX. AND PERIMETER DIMENSION OF 4 INCHES MIN. AND 4.8 INCHES MAX. 6.) 609.2.3 SPACING: WALL AND THE GRAB BARS AND PROJECTING OBJECTS BELOW AND AT THE ENDS OF GRAB BARS SHALL BE 1 1/2" MIN. THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS ABOVE THE SPACE BETWEEN THE WALL AND THE GRAB BAR SHALL BE 1 1/2". THE SPACE BETWEEN THE THE GRAB BAR SHALL BE 12" MIN. 7.) 609.4 POSITION OF GRAB BARS: GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION, 33 INCHES MIN. AND 36 INCHES MAX. ABOVE THE FLOOR MEASURED TO THE TOP OF THE GRIPPING SURFACE. AT WATER CLOSETS PRIMARILY FOR CHILDREN USE COMPLYING WITH SECTION 604.10, GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION 18" MIN. AND 27" MAX. ABOVE THE FLOOR MEASURED TO THE TOP OF GRIPPING SURFACE. 8.) 609.5 SURFACE HAZARDS: GRAB BARS, AND ANY WALL OR OTHER SURFACES ADJACENT TO GRAB BARS, SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS. EDGES SHALL BE ROUNDED. THE REAR WALL GRAB BAR SHALL BE 36" MIN. IN LENGTH AND EXTEND FROM THE CENTERLINE OF THE WATER CLOSET 12" MIN. ON THE SIDE OF CLOSET TO WALL AND 24 INCHES MIN. ON THE TRANSFER SIDE. 9.) 609.6 FITTINGS: GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. 2.) WHERE THE ROOM IS FOR INDIVIDUAL USE AND A CLEAR FLOOR SPACE COMPLYING WITH SECTION 305.3 IS PROVIDED WITHIN THE ROOM BEYOND THE ARC OF THE DOOR SWING. 4.) 603.3 MIRRORS: WITH THE BOTTOM EDGE 40 INCHES MAX. ABOVE THE FLOOR. MIRRORS NOT 5.) 603.4 COAT HOOKS AND SHELVES: 6.) 604.1 GENERAL: MIRRORS LOCATED ABOVE LAVATORIES, SINKS OR COUNTERS SHALL BE MOUNTED LOCATED ABOVE LAVATORIES, SINKS OR COUNTERS HALL BE MOUNTED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 35 INCHES MAX. ABOVE THE FLOOR. COAT HOOKS SHALL BE LOCATED WITHIN ONE OF THE REACH SPECIFIED IN SECTION 308. SHELVES SHALL BE 40 INCHES MIN. AND 48 INCHES MAX. ABOVE THE FLOOR. SECTION 604. COMPARTMENTS CONTAINING MORE THAN ONE PLUMBING FIXTURE SHALL COMPLY WITH SECTION 603. WHEELCHAIR ACCESSIBLE COMPARTMENTS ACCESSIBLE WATER CLOSETS AND TOILET COMPARTMENTS SHALL COMPLY WITH SHALL COMPLY WITH SECTION 604.8 AMBULATORY ACCESSIBLE COMPARTMENTS SHALL COMPLY WITH SECTION 604.9 7.) 604.2 LOCATION: THE WATER CLOSET SHALL BE LOCATED WITH A WALL OR PARTITION TO THE REAR AND TO ONE SIDE. THE CENTERLINE OF THE WATER CLOSET SHALL BE 16 INCHES MINIMUM TO 18 INCHES MAXIMUM FROM THE SIDE WALL OR PARTITION. WATER CLOSET LOCATED IN AMBULATORY ACCESSIBLE COMPARTMENTS SPECIFIED IN SECTION 604.9 SHALL HAVE THE CENTERLINE OF THE WATER CLOSET 17 INCHES MAX. FOR THE SIDE OF WALL OR PARTITION. 8.) 604.3 CLEARANCE: 9.) 604.3.1 SIZE: A CLEARANCE AROUND A WATER CLOSET 60 INCHES MINIMUM, MEASURED PERPENDICULAR FROM THE SIDE WALL, AND 56 INCHES MIN. MEASURED PERPENDICULAR FROM THE REAR WALL, SHALL BE PROVIDED. 10.) 604.3.2 OVERLAP: THE REQUIRED CLEARANCE AROUND THE WATER CLOSET SHALL BE PERMITTED TO OVERLAP THE WATER CLOSET. ASSOCIATED GRAB BARS, PAPER DISPENSERS, SANITARY NAPKIN RECEPTACLES, COAT HOOKS, SHELVES, ACCESSIBLE ROUTES. CLEAR FLOOR SPACE AT OTHER FIXTURES AND THE TURNING SPACE. NO OTHER FIXTURES OR OBSTRUCTIONS SHALL BE WITHIN THE REQUIRED WATER CLOSET CLEARANCES. 11.) 604.4 HEIGHT: ABOVE THE FLOOR, MEASURED TO THE TOP OF THE SEAT. SEATS SHALL NOT BE SPRUNG THE HEIGHT OF WATER CLOSET SEATS SHALL BE 17 INCHES MIN. AND 19 INCHES MAX. TO RETURN TO A LIFTED POSITION. FLOOR L.L.C. 404 DOORS AND DOORWAYS: 1.) 404.1 GENERAL: DOORS AND DOORWAYS THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH SECTION 404. 2.) 404.2 MANUAL DOORS: MANUAL DOORS AND DOORWAYS AND MANUAL GATES, INCLUDING TICKET GATES, SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 404.2 3.) 404.2.1 DOUBLE-LEAF DOORS AND GATES: AT LEAST ONE OF THE ACTIVE LEAVES OF DOORWAYS WITH TWO LEAVES SHALL COMPLY WITH SECTIONS 404.2.2 AND 404.2.3 4.) 404.2.2 CLEAR WIDTH: WIDTH OF DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF THE DOOR AND STOP, WITH THE DOOR OPEN 90 DEGREES. OPENINGS DOOR AND DOORWAYS WITHOUT DOORS MORE THAN 24 INCHES IN DEPTH SHALL PROVIDE A CLEAR OPENINGS WIDTH OF 36 INCHES MIN. THERE SHALL BE NO PROJECTIONS INTO THE CLEAR CLEAR OPENING WIDTH BETWEEN 34 INCHES AND 80 INCHES ABOVE THE FLOOR SHALL NOT EXCEED 4 INCHES. DOORWAYS SHALL HAVE A CLEAR OPENING WIDTH OF 32 INCHES MIN. CLEAR OPENING OPENING WIDTH LOWER THAN 34 INCHES ABOVE THE FLOOR. PROJECTIONS INTO THE EXCEPTIONS: 1.) DOOR CLOSER AND DOOR STOPS SHALL BE PERMITTED TO BE 78 INCHES MIN. ABOVE THE FLOOR 2.) IN ALTERATIONS, PROJECTION OF 5/8 INCH MAX. INTO THE REQUIRED CLEAR OPENING WIDTH SHALL BE PERMITTED FOR THE LATCH SIDE STOP. 5.) 404.2.3.5 FLOOR SURFACE: FLOOR SURFACE WITHIN THE MANEUVERING CLEARANCES SHALL HAVE A SLOPE NOT STEEPER THAN 1:48 AND SHALL COMPLY WITH SECTION 302 6.) 404.2.4 THRESHOLDS AT DOORWAYS: IF PROVIDED THRESHOLD OR DOORWAYS SHALL BE 1/2 INCH MA.X IN HEIGHT. RAISED THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH SECTIONS 302 AND 303. 5.) PER ICC 306.3.4 CLEARANCE REDUCTION. BETWEEN 9" AND 27" ABOVE THE FLOOR, THE KNEE CLEARANCE SHALL BE PERMITTED TO BE REDUCED AT A RATE OF 1" FOR EACH 6" IN HEIGHT. REQUIRED ACCESSIBLE ELEMENTS HALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AT THE FOLLOWING LOCATIONS. 703.5.1 GENERAL PICTOGRAMS SHALL COMPLY WITH SECTION 703.5 CHARACTERS OR BRAILLE SHALL NOT BE LOCATED IN THE PICTOGRAMS FIELD. 703.5.3 FINISH AND CONTRAST. PICTOGRAMS AND THEIR FIELDS SHALL HAVE A NON GLARE FINISH. PICTOGRAMS SHALL CONTRAST WITH THEIR FIELDS, WITH EITHER A LIGHT PICTOGRAM ON A DARK FIELD OR A DARK PICTOGRAM ON A LIGHT FIELD. 703.6.1 GENERAL SYMBOLS OF ACCESSIBILITY SHALL COMPLY WITH SECTION 703.6 703.6.2 FINISH AND CONTRAST. SYMBOLS OF ACCESSIBILITY AND THEIR FIELDS SHALL HAVE A NON GLARE FINISH. SYMBOLS OF ACCESSIBILITY SHALL CONTRAST WITH THEIR FIELDS, WITH EITHER A LIGHT SYMBOL ON A DARK FIELD OR DARK SYMBOL ON A LIGHT FIELD. TABLE 404.2.3.1 MANEUVERING AT MANUAL SWINGING DOORS TYPE OF USE MINIMUM MANEUVERING CLEARANCES APPROACH DIRECTION DOOR SIDE PERPENDICULAR TO DOORWAY PARALLEL TO DOORWAY (BEYOND LATCH UNLESS NOTED) FROM START FROM START FROM HINGE SIDE FROM HINGE SIDE FROM HINGE SIDE FROM LATCH SIDE FROM LATCH SIDE PULL PUSH PULL PULL PUSH PULL PUSH 60 INCHES 48 INCHES 60 INCHES 54 INCHES 42 INCHES (1) 48 INCHES (2) 42 INCHES (3) 18 INCHES 0 INCHES (3) 36 INCHES 42 INCHES 22 INCHES (3 & 4) 24 INCHES 24 INCHES A4.01 ADA SHEETIDEAL OPTIONSuite 104500 SW 7th StreetRenton, WA. 9805706.06.23OWNER REVIEW06.06.23CONTRACTOR BUDGET SETADA Details6/6/2023 6:43:00 PM, alex gentile, ARCH full bleed D (36.00 x 24.00 Inches), 1:1