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APPROVED BLD RESUB 1-+Architectural_PlanApproved by Fire 11/18/2021 AFM l���tt���� Need to evaluate per NFPA 72, Fire Alarm notification in space. Need to evaluate addressing for suite. any changes or alterations to fire sprinklers or fire alarm will need a separate permit ABBREVIATIONS FIRE ALARM PRCST. PRE —CAST � ANDLE F.D. FLOOR DRAIN PL. PLATE Q AT FDN. FOUNDATION P.L. PROPERTY LINE CENTERLINE F.E. FIRE EXTINGUISHER PLN. PLAN F•F• FINISH FLOOR DIAMETER OR ROUND FIN. FINISH P.LAM. PLASTIC LAMINATE L PERPENDICULAR FJ FLOOR JOIST PLAS. PLASTER POUND OR NUMBER FLASH. FLASHING PLYWD. PLYWOOD (E) EXISTING FLR. FLOORE PT. POINT FLUOR. FLOURESCENT P.T. PRESSURE TREATED F.O.C. FACE OF CONCRETE P.T.D.F. PRESSURE TREATED F.O.F. FACE OF FINISH DOUGLAS FIR F.O.S. FACE OF STUD A.B. ANCHOR BOLT FPRF. FIREPROOF ACOUS. ACOUSTICAL FT. FOOT OR FEET R. RISER A.D. AREA DRAIN FTG. FOOTING RAD. RADIUS ADDL. ADDITIONAL FURR. FURRING R.D. ROOF DRAIN ADJ. ADJACENT FUT. FUTURE REF. REFERENCE ADJUST. ADJUSTABLE REFR. REFRIGERATOR AGGR. ALLOW. AGGREGATE ALLOWABLE GA. GAUGE REINF. REINFORCED ALT. ALTERNATE GALV. GALVANIZED REQ. REQUIRED ALUM. ALUMINUM G.B. GRAB BAR RESIL. RESILIENT APPROX. APPROXIMATE RGTR. REGISTER ARCH. ARCHITECTURAL GL. GLASS RJ ROOF JOIST ASB. ASBESTOS G.LA. GLUE LAMINATED RM, ROOM ASPH. ASPHALT GND. GROUND ASSY. ASSEMBLY GR. GRADE R,O, ROUGH OPENING GYP. GYPSUM RR ROOF RAFTER RWD. REDWOOD H.B. HOSE BIB H.C. HOLLOW CORE BDRY. BOUNDARY HD HOLD DOWN SCHED. SCHEDULE BITUM. BITUMINOUS HDR. HEADER SECT. SECTION BL BOTTOM LAYER HDWD. HARDWOOD BLDG. BUILDING HDWE. HARDWARE SHTG. SHEATHING BLK BLOCK HK. HOOK SH. SHELF BLKG. BLOCKING H.M. HOLLOW METAL SHR. SHOWER BM. BEAM HORIZ. HORIZONTAL SHT. SHEET BN BOUNDARY NAILING HR. HOUR SIM. SIMILAR BOT. BOTTOM HGT. HEIGHT SPCG. SPACING B.S. BOTH SIDES SPEC. SPECIFICATION BTWN. BETWEEN SQ. SQUARE S.S. STAINLESS STEEL I.D. INSIDE DIAMETER S.SK. SERVICE SINK INSUL. INSULATION STA. STATION INT. INTERIOR STAG. STAGGERED CAB. CABINET STD. STANDARD C.B. CATCH BASIN JST. JOIST STL. STEEL CEM. CEMENT JT, JOINT STOR. STORAGE CER. CERAMIC STR. STRAIGHT C.I. CJ CAST IRON CEILING JOIST STRUCT. STRUCTURAL C.L. CENTER LINE KIT. KITCHEN SUSP. SUSPENDED CLG. CEILING SYM. SYMMETRICAL CLKG. CAULKING CLR. CLEAR LAB. LABORATORY CNTR. COUNTER LAM. LAMINATE COL. COLUMN LAV. LAVATORY CONC. CONCRETE LG. LONG TRD. TREAD CONN. CONNECTION LGTH. LENGTH T.B. TOWEL BAR CONSTR. CONSTRUCTION LT. LIGHT CORR. CORRIDOR LTWT. LIGHT WEIGHT T&B TOP AND BOTTOM CONT. CONTINUOUS T.C. TOP OF CURB CSK. COUNTERSINK TEL. TELEPHONE CTR. CENTER TEMP. TEMPORARY TER. TERRAZZO MAX. MAXIMUM T.&G. TONGUE & MB MACHINE BOLT TH. THICK GROOVE DBL. DOUBLE M.C. MEDICINE CABINET THRD. THREADED DEPT. DEPARTMENT MECH. MECHANICAL DET. D.F. DETAIL DOUGLAS FIR MEMB. MEMBRANE DIA. DIAMETER MET. METAL DIM. DIMENSION MEZZ. MEZZANINE T.O.P. TOP OF PLATE DISP. DISPENSER MFR. MANUFACTURER DN. DOWN MH. MANHOLE T.O.R. TOP OF RIDGE D.O. DOOR OPENING MIN. MINIMUM T.P. TOP OF PAVEMENT DR. DOOR MIR. MIRROR T.V. TELEVISION DWG. DRAWING MISC. MISCELLANEOUS T.W. TOP OF WALL DWLS. DOWELS MK. MARK TYP. TYPICAL DWR. DRAWER DS. DOWNSPOUT MTD. MOUNTED MUL. MULLION UHF. UNFINISHED U.N.O. UNLESS E. EAST NOTED OTHERWISE EA. EACH UR. URINAL EA. W. EACH WAY N. NORTH E.J. EXPANSION JOINT N.I.C. NOT IN CONTRACT EL. ELEVATION N0. or #NUMBER VERT. VERTICAL ELEC. ELECTRICAL NOM NOMINAL VEST. VESTIBULE ELEV. ELEVATOR N.T.S. NOT TO SCALE V.G.D.F. VERTICAL GRAIN EMBMT. EMBEDMENT DOUGLAS FIR EMER. EMERGENCY V.I.F. VERIFY IN FIELD ENCL. ENCLOSURE E.P. EQ• ELECTRICAL PANEL O.A. OVERALL W WEST EQPT. EQUAL EQUIPMENT OBS. OBSURE W/ WITH E.S. EACH SIDE O.C. ON CENTER W.C. WATER CLOSET EXST. EXISTING O.D. OUTSIDE DIAMETER WD. WOOD EXPO. EXPOSED OFF. OFFICE W/0 WITHOUT EXP. EXPANSION OPNG. OPENING W WATERPROOF EXT. EXTERIOR OPP. OPPOSITE WSCT. WAINSCOTT WT. WEIGHT WWM WELDED WIRE MESH 4 TH AVE S. EDMONDS WA. 98020 ALL WORK SUBJECT APPROVED TO FIELD PLANS MUST BE INSPECTION FOR CODE COMPLIANCE �1AI 1l1Q CITC �� . - a � � • '-� � �� � .. �I" �—�..- ,, - -- II. - t �__ v > � .. __��-� F e� �' ��� � HOWELL WAY - _ o � � � j ` -= �' - z � '.��� - � �' PROJECT � � ,�jl ���x'-..�`�� `�. o : SITE ^- �T� - � � � .,,� - w w w . -.�� • - i-. ' ---- � _ _ .� � d~- L _ � � E' _ _PINE ST , �s f� - - �I - t, .. � . 4. Separate permits required: 1. Plumbing 2. Mechanical 3. Fire systems 4. Electrical -#� IV N.T.S. City Of Edmonds Building Department Work TENANT IMPROVEMENT -NO CHANGE OF USE Address 540 5TH AVE S Owner 5TH AVE CLEANERS ---------------------- Approved Date 12/02/2021 ------------------------------ Building Official ; Eri.� Gai^t�r Permit Number;---- BLD2021-1359 PROJECT SUMMARY PROJECT ADDRESS: 540 5TH AVE SOUTH, EDMONDS WA. 98020 PARCEL NUMBER: 1168459 LEGAL DESCRIPTION: WEST WOODLAND PARK ADD W 15 FT OF LOT 26 &ALL OF LOTS 27 & 28 BLK 5 PROPERTY OWNER: 5TH AVE CLEANERS N TAILORS INC. ZONING: BD3 OCCUPANCY TYPE: B BUILDING HEIGHT /STORIES: EXISTING N21'-0"(VERIFY); 1 STORY BUILDING LOT AREA: 75,034 SF TOTAL T.I. AREA: 1,228 SF OCCUPANCY CLASSIFICATIONS OF ADJ. NEIGHBORS: GROUP A-2 (NORTH) GROUP B (SOUTH) CALCULATED OCCUPANCY:��PPL (1,228Z�. ACCESSIBILITY: TO THE MAXIMUM EXTENT THAT IS TECHNICALLY FEASIBLE PER IEBC 8061/705.1 INCEDENTAL USES: NONE SPRINKLER /FIRE ALARM: FULLY SPRINKLERED BUILDING CONSTRUCTION TYPE: V—B PARKING: REQUIRED — NO CHANGE, PROPOSED — NO CHANGE, BARRIER FREE — NO CHANGE HEATING /COOLING SYSTEM: NO CHANGE TO ORIGINAL HEATING /COOLING SYSTEM BUILDING ENVELOPE: NO CHANGE TO ORIGINAL BUILDING ENVELOPE APPLICABLE CODES: 2018 INTERNATIONAL BUILDING CODE, 2018 UNIFORM PLUMBING CODE, 2018 INTERNATIONAL MECHANICAL CODE, 2018 INTERNATIONAL FIRE CODE, 2018 NATIONAL ELECTRICAL CODE, 2018 WASHINGTON STATE ENERGY CODE, LOCAL MUNICIPAL CODES PROJECT DESCRIPTION: DEMOLISH EXISTING PARTITIONS AND CONSTRUCT NEW PARTITIONS FOR NEW UTILITY ROOM BEHIND DRYER UNITS AS SHOWN ON PLANS. PROVIDE AND INSTALL NEW LAUNDRY EQUIPMENT. USE: TENANT OPERATES A FULL SERVICE DROP—OFF WASH AND FOLD LAUNDRY SERVICE PREVIOUS PERMIT: BLD20171793 PROJECT TEAM OWNER ARCHITECT CONTRACTOR JIM WEBB 8c ELIZABETH ALTARAS BLAKE BETHARDS TBD. 5TH AVE CLEANERS N TAILORS INC. BETHARDS ARCHITECTURE +DESIGN DIABLOGATOLLCC�?GMAIL.COM 310-463-1013 540 5TH AVE SOUTH, EDMONDS WA. BLAKEC�?BETHARDSARCHITECTURE.COM 98020 2130 6TH AVE W. SEATTLE, WA. 98119 DEFERRED SUBMITTALS THE FOLLOWING PERMIT SUBMITTALS WILL BE DEFERRED AND COORDINATED BY THE SELECTED SUB —CONSULTANTS: —PLUMBING —MECHANICAL —ELECTRICAL —FIRE • SHEET INDEX ■ SHEET CONTENT A0.1 COVER SHEET A1.0 SITE PLAN A1.1 PARTIAL FLOOR PLAN, PARTIAL RCP A2.0 ENLARGED PLANS 8c ELEVATIONS, BUILDING SECTION, CEILING DETAILS � W � C 0 � a� �� Za �� W � F ' W Z aZ as H J W u'fV� Project No. 2021.24 11699 REGISTERED ARCHITECT STATE OF WASH Revisions RESUB Nov 15 2021 CITY OF EDMONDS DEVELOPMENT SERVICES Notes Revisions Project North 0 Scale 1/32"=1'-0" COVER SHEET A0.1 BETHARDS ARCHITECTURE +DESIGN ©2021 } � -. � . _ _ • „ s � � � � � '� t � � .~ �� � i � � � . ► 1 �# r * /�^ y�� ±� _ _ I l ._ y � f. y _ s _x ��� �4������`5����� �# ♦ ♦������ ♦ ♦������ � /♦♦♦. ♦.♦♦♦♦� a .......... .♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦.♦♦ S ! r r.---------� --� �.�♦:♦:, ►���� ►���� ►���� ♦♦.♦�' I .♦♦♦/ �♦♦♦•+ I �♦♦•/ f ♦♦.♦ � •♦♦♦/ .� ,s ��� # _ _ ,. .. r 1 + �_ # ' S i 4 `"�-,. • Y �Q •� ���� W� �� ��� ���. HOWELL WAY .� .r► 4�4� j ti ■ #T �� . 1l _�^� ■ r � �_ �� ; fr �. � 4 i D� a� �c �n ��� �1 LAUNDRY EQUIPMENT LIST ITEM MANUFACTURER MODEL DESCRIPTION QTY. FUTURE 1 PRIMUS PYN055XCH WASHER —EXTRACTOR 3 2 PRIMUS PYN040XCH WASHER —EXTRACTOR 4 3 PRIMUS PYN020XCH WASHER —EXTRACTOR 2 2 4 PRIMUS PTT45N STACK TUMBLER 4 5 PRIMUS PTT30N STACK TUMBLER 1 1 DRAIN OUTLET SIZE MODEL MACHINE DRAIN OUTLET RECOMMENDED MIN. DRAIN LINE FOR EACH BULKHEAD PYN055XCH 3" 6„ PYN040XCH 3" PYN020XCH 3" >DRAIN MUST BE VENTED, CONSULT PLUMBING CODES FOR LOCAL REQUIREMENTS GAS INLET SIZE MODEL OPERATED PRESSURE GAS TYPE MAX INPUT BUT/HOUR CONNECTION SIZE RECOMMENDED SUPPLY LINE PTT45N 7"+/-1.5" NATURAL 190000 �" PTT30N 7"+/-1.5" NATURAL 146000 �" 2" TOTAL 1052000 >PROVIDE 1" LOOP TO EQUALIZE GAS PRESSURE. GAS CONNECTION TO BE PERFORMED BY QUALIFIED TECHNICIAN IN ACCORDANCE WITH LOCAL CODES. >THE RECOMMENDED GAS LINE IS SIZED FOR THE DRYERS ONLY. ALL OTHER ITEMS IN THE LAUNDRY THAT REQUIRE GAS ARE NOT INCLUDED. EXHAUST/VENT OUTLET SIZE MODEL SIZE AIR FLOW MIN. CROSS SECT. AREA ALL MACHINES PTT45N 10" 1200 CFM 4X98 SQ IN PTT30N g" 800 CFM 2X63 SQ IN >PROVIDE AT LEAST 11.1 SQ FT OPEN AREA FOR ALL DRYER MAKE—UP AIR SUPPLY. >THIS FIGURE DOES NOT INCLUDE MAKE—UP AIR PROVISIONS FOR FINISHERS IF APPLICABLE ELECTRICAL REQUIREMENTS MODEL VOLTAGE FULL LOAD AMP DRAIN CIRCUIT BREAKER WIRE SIZE PYN055XCH 2O8-240/60/1A 15A 20A AWG12 PYN040XCH 2O8-240/60/1A 14.2A 20A AWG12 PYN020XCH 2O8-240/60/1A 6.7A 10A AWG12 PTT45N 208-240/60/1A 12A 15A AWG12 PTT30N 208-240/60/1A 8A 10A AWG12 TOTALS 192.6A >ALL MACHINES MUST BE GROUNDED, PROVIDE GROUND SOURCE IN ACCORDANCE WITH CODES. >CONSULT ELECTRICAL CODE FOR LOCAL REQUIREMENTS USE ONLY 3 POLE CIRCUIT BREAKERS FOR 3 SERVICE. PLEASE REFER TO THE MANUFACTURER'S INSTALLATION MANUAL FOR EXACT BREAKER SPECIFICATIONS. >FOR SAFETY PURPOSES, CLEARLY MARKED & EASILY ACCESSIBLE POWER CUTOFF SWITCHES CAN BE PROVIDED FOR EACH MACHINE. DYNAMIC LOAD SPECIFICATIONS MODEL STATIC LOAD LBS/SF. MANUAL LOAD LBS/SF. MAX DYNAMIC LOAD LBS/F DYNAMIC LOAD FREQUENCY HZ PYN055XCH 113 98 NA 16.3 PYN040XCH 121 99 NA 16.3 PYN020XCH 98 81 NA 19.4 >DYNAMIC LOAD FREQUENCY AT HIGHEST FACTORY —PRESET EXTRACT SPEED. >PLEASE REFER TO THE EQUIPMENT INSTALLATION MANUAL FOR REQUIRED FLOOR & PAD THICKNESS ON SPECIFIC WASHER SIZES AND MODELS. WATER INLET SUPPLY MODEL COLD WATER HOT WATER AVG. HOT WATER USAGE IN GAL/CYCLE MAX VALVE FLOW GAL/MIN COLD HOT REQ. LINE SIZE TO SUPPLY MACHINE COLD HOT RECOMMENDED MIN. BULKHEAD LINE SIZE COLD HOT CONNECTION SIZE PRESSURE MIN. MAX. CONNECTION SIZE PRESSURE MIN. MAX. PYN055XCH 3/4 44LBS 73LBS 3/4 44LBS 73LBS 29.0 12.0 12.0 3/4" 3/4" PYN040XCH 3/4 44LBS 73LBS 3/4 44LBS 73LBS 26.5 12.0 12.0 3/4" 3/4" 2 1 /2" 2 1 /2" PYN020XCH 3/4 44LBS 73LBS 3/4 44LBS 73LBS 12.2 12.0 12.0 3/4" 3/4" >THE AVERAGE HOT WATER USED PER CYCLE FIGURES SHOWN IN THE UTILITY SCHEDULE ARE FOR EACH MACHINE OF THAT CAPACITY AND NOT FOR THE TOTAL NUMBER OF MACHINES. FOR TESTING, AN AVERAGE WATER PRESSURE OF 60 PSI WAS USED TO DETERMINE THE WATER USAGE FIGURES. >ALL HOT WATER USAGE FIGURES ARE ESTIMATES. ACTUAL WATER CONSUMPTIONS WILL VARY DEPENDING ON LOCAL WATER PRESSURES, EQUIPMENT CONDITION, NUMBER OF CYCLES AND CYCLE TIMES SELECTED, LOAD SIZES AND THE TYPE OF MATERIALS PROCESSED. >WATER CONSUMPTION AND WATER USAGE INFORMATION SHOWN IN THIS UTILITY SCHEDULE ARE ONLY FOR THE WASHING MACHINES. OTHER ITEMS LOCATED WITHIN THE LAUNDRY SUCH AS WATER HEATERS ARE NOT INCLUDED. LIGHTING R1: RECESSED 2X4 HUBBELL LIGHTING 6 TOTAL — AT OPEN AREAS TROFFER CBT24—LSCS_48W R2: RECESSED 2X2 HUBBELL LIGHTING 13 TOTAL — AT OPEN AREAS SQUARE TROFFER CBT24—LSCS_3500K_28W R3: RECESSED 6" LED 6" LED DOWNLIGHT 5 TOTAL CAN LIGHT GE LED13DRS6 13 WATTS S1: EXISTING LINEAR EXISTING 4' FLUORESCENT SURFACE 3 TOTAL — AT UTILITY / SURFACE MOUNT MOUNT — 40 WATTS MECHANICAL AREAS S2: EXISTING VANITY EXISTING 1' FLUORESCENT WALL 1 TOTAL — AT RESTROOM VANITY WALL MOUNT MOUNTED FIXTURE — 10 WATTS WALL TYPES ® NEW WALL � (E) WALL TO REMAIN [---] (E) WALL TO DEMO FRAMING— UNLESS OTHERWISE NOTED ON STRUCTURAL DRAWINGS CLADDING Q w � N w J O � J � � O Z � N Q m m Q � � � U W W J J (n � 2 � � (n (n � (n 0 (n � W1 1—A3.0 PLAN N• WD• 4" 16" �" GYP. BD. �" GYP. BD. Y NOTES: >AT ALL NEW WORK & WHERE PARTITIONS ARE ADDED OR REMOVED, PATCH & FINISH EXIST. 1—HR PARTITION AS READ. TO MAINTAIN 1—HR INTEGRITY, TYP. >ALL NEW PARTITIONS TO EXTEND TO SUSPENDED CEILING. EXTEND 2X4 KING POST C�4'-0" O.C. TO EXIST. WOOD STRUCTURE ABOVE & SECURE WITH CLIP ANGLE, TYP. ao 0 bo 19'-2" EXIST. 1'HR DEMISING WALL ADJACENT A-2 OCCUPANCY DRYER ACCESS . �2' o" MIN REAR SERVICE CLEARANCE N � PTT45N � PTT45N � PTT45N � PTT45N 'PTT< EXIST. DEMISING � � � � � \ � WALL �� �� �� �� (E) 4'-9 1/2" VIF (COL. TO REMAIN c4 CV - I M I orN`I i ,�� BATH .1 � I , � � -� 1 A2.0 7'-5" NOTE: IF GENERATED, HAZARDOUS WASTE IS TO BE DISPOSED OF PROPERLY, NOT DOWN DRAINS AND/OR TOILETS. I ATM UTILITY 11'-4 1/2" REQD. PER 6'-0" VIF (E) 29'-8 3/16" VIF SOAP — — — DISPENSER — — — MOP SIN 1A/ 1 HW EXIST. ELECT. PANELS TO REMAIN 0 0 PYN�20X H P1�N040X H (E) DEMISING WALL (E) COL. TO REMAIN 31'-7 1/8" REMOVE CONCRETE PLATFORM, PATCH FLOOR PARTIAL CEILING PLAN SCALE: 1/4" = 1' I I I I 1 1= ��---------------T--- �'� rr------------ II I I I I I I (V I I I I I I I ' ' III ' WAITING AREA I I I I I I I I I�-' I I � II �� II � � O III I O � O III 3� I I I I TYPE E I I�� P N020�CCH II i i EXIT SIGN (E) N04d�' H � P N040X�H YNb40XER�, � II II � I I P�YN055XC PY�N055XC N95�XC�1-I / I I / II I ��� � \ �---------------rc__---\��IJI I L---------------- - --- _----------------------- �--- � REMOVE DOOR & Is , I�-- � PARTITIONS, TYP. � II 4pu � II O �� II � � DESK TO MEET THE ACCESSIBILITY REQUIREMENTS OF ANSI 117.1- 904.3.1 FOLDING AREA 46'-2 1/2" o II II M I I � � COUNTER FRONT DESK c� z a W: o� li o� of �� �� W< PROVIDE SIGN STATING THIS DOOR TO REMAIN UNLOCKED WHEN THIS SPACE IS OCCUPIED' PER IBC 1010.1.8.4 (E) WINDOWS 3 A-2.0 � W � C 0 � a� �� Za �� W � F ' W Z aZ as H J W u'fV� Project No. 2021.01 11699 REGISTERED ARCHITECT STATE OF WASH Revisions RESUB Nov 15 2021 CITY OF EDMONDS DEVELOPMENT SERVICES Notes Revisions Q1 PERMIT REVISION 1 Project North 0 Scale 3/16"=1'-0" PLANS ��� >AT BOTTOM OF EACH PARTITION, ANCHOR 2X4 P.T. WOOD PLATE TO EXISTING CONC. FLOOR WITH HILTI HIT FASTENERS © 4'-0" O.C. TYP. PARTIAL MAIN FLOOR PLAN SCALE: 1/4" = 1' BETHARDS ARCHITECTURE +DESIGN ©2021 18" MIN. .D GFI O � � � _ N M ~ N� N D N U M M � M Z � 8" KNEE CLEARANCE 'INSULATE TRAP 3'-0" 6" X 20 GA. STRAP AT STUD WALLS EXIST. STRUCTUI TRUSSES,1 EXIST. DEMISING WALL REMAIN,1 39"-41" '-0" 3'-6 ' GB GB (� TPD TPD pal. � ❑ 0 CV �z N GYP. BD WHERE OCCURS ATTACH WALL ANGLE W 11/4" TYPE S. OVAL HEAD SCREWS AT 32" O.C. AT STUD WALLS (2 SCREWS WHERE 2 LAYERS OF GYP. BD. OCCURS), AND SHOT -IN ANCHORS. ("HILTI" DN 27 PB OR EQUAL) AT 32" O.C. AT CONC. �FASTENRUNNERSTOWALL N ANGLE W/ 1/g" POP RIVETS WALL TYP SEE PLAN = 3'-5 5/8" 8 GA. GALV. STEEL WIR� (4) 12 GA. GALV. STEEL HANGERS FASTER SPLAY BRACE WIRES AT TO RUNNERS W/ NIN. INTERSECTION OF MAIN OF 3 TIGHT TURN RUNNER AND WITHIN 11/2". TYP. CROSS -FURRING. FASTEN WIRES TO RUNNER W/MIN. OF 4 TIGHT TURNS. 5/8" TYPE "X" GYP. BD 2'-7 3/16" l 4'-0" O.C. EA. WAY ON MAIN RUNNERS 9'-5" SUSPENDED GYP. BD. CEILING, TYP. COMPRESSION STRUTS: STEEL SECTION W/ L/R RATIO OF 200 MAX. ATTACH TO MAIN RUNNERS W/ 1/4" BOLT & TO STRUCTURE W/ 3/sa" POWER- DRIVEN STUD. STRUT SHALL NOT REPLACE HANGER WIRE. ELEV. } ? ACROSS -FURRING AT 24" O.C. � a SADDLE -TIE TO MAIN RUNNER vai m W/ 1 STRAND 16 GA OR 2 STRANDS 18 GA. TIE WIRE. 12'-0" O.C. EA. WAY PRE- ENGINEERED RIGID STRUT AY SPLAY WIRE LOCATIONS / 12 GA. SPLAY WIRES @ // / / 12' O.C. IN THE PLANE OF � A / / EA RUNNER \ \ / \\ \\ / / i MIN. OF 4 TIGHT TURN \ \ WITHIN 11/2" TYP. / / / 8�4 y\/ / / CROSS RUNNER MAIN RUNNER CEILING GRID SEISMIC BRACING DETAIL CEILING GRID BRACING LAYOUT PLAN SUSPENDED ACOUSTICAL FRAME BRACING T SCALE: NTS. SCALE: NTS. u O� 1'-6" 2'-6" MIN. 2'-6" MIN. x Q N � � o CZ �,r) Cfl C Ln M C� - \� � o o N o 0 - T T T TOILET SEMI -RECESSED TOILET SEAT URINAL URINAL ACCESSIBLE PAPER COVER SCREEN ACCESSIBLE TOWEL DISPENSER DISPENSER/WASTE RECEPTACLE (STANDARD/BARRIER FREE) CV O �O w (.7 � W � LLI Z � O Z i �Z c-Id— � M � � p O U ~ 0 p � Q O CV O � T T T r - URINAL WALL WALL SURFACE AIRBLADE INSTANTANEOUS STANDARD MOUNTED MOUNTED MOUNTED HAND WATER HEATER ELECTRICAL ELECTRICAL HAIR PAPER DRYER UNDER LAV HAIR DRYER TOWEL DRYER (BARRIER FREE) DISPENSER (STANDARD) SEISMIC BRACING, SEE ENLARGEMENT �.�� „�'"'ALL NNERS NERS 12 GA. VERTICAL WIRES @ 4' O.C. PARTIAL BUILDING SECTION SCALE: 1/4" = 1 �� .,�� nc Teiurr� ..�„�� T� ���� „�.,�'ND (1'-0" MAX. REQUIRED FIXED SIDE WALL VERTICAL GRAB BAR PER ICC A117.1'2009 SECTION 6045.1 �� r.�.., FOR FIXTURE MOUNTING DIMENSIONS & HEIGHTS, TYP. � W � C 0 � a� �� Za �� W � F ' W Z aZ Qa H J W M V � Project No. 11699 REGISTERED \ ARC_H"I,TEC�T �1`q'h.. ��/ BLA E BETHARDS STATE OF WASHINGTON Revisions RESUB Nov 15 2021 CITY OF EDMONDS DEVELOPMENT SERVICES Notes Revisions Project North 2021.01 Scale 1/32"=1'-0" ENLARGED PLANS, SECTION &DETAILS A2.0 FIXTURE MOUNTING HEIGHTS SCALE: 1/4" = 1' ENLARGED BATHROOM PLAN SCALE: 1/2" = 1' BETHARDS ARCHITECTURE +DESIGN ©2021