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APPROVED ENG BLD-RESUB1 BLD2022-1733+Architectural & SITE_Plan+3.5.2023_9.08.03_PM+3402472ADDREVIATIONS SYMBOLS GENERAL NOTES 5ENAIT TEKLE RE51DENCE and FO face of PAV pave, pavers, pavement < angle FP fireplace, fireproof PCF pounds per cubic foot 1. THESE GENERAL NOTES PERTAIN TO WORK DESCRIBED ON ALL CONTRACT 23907 7 6T H AVE W @ at FK fire resistant FED pedestal DRAWING REFERENCE OfEKNG DOCUMENTS. # number,pound5 FS full size FEKF perforate # FEKENCE E D IVI O D S , WA 96020 [ channel FSK floor sink FFB prefabricated _## 2. THE CONTRACT DOCUMENTS CONSIST OF THE OWNER CONTRACTOR p SHEET NUMBER AGREEMENT, THE CONDITIONS OF CONTRACT (GENERAL, SUPPLEMENTARY, ABV above FST folding shower seat PFN preflnlshed ENLARGED AND OTHER CONDITIONS), THE DRAWINGS, THE SPECIFICATIONS, AND ALL AC air conditioning, acoustic FT foot, feet PKG parking ADDENDA ISSUED PRIOR TO AND ALL MODIFICATIONS ISSUED AFTER ACC access FTG footingPLAM plastic laminate DRAWING EXECUTION OF THE CONTRACT. DRAWING INDEX p DRAWING TITLES BUBBLE SEPARATE PERM ITS ACP acoustic ceiling panel FUR furring PLF pounds per linear foot TITLE DRAWING NAME 3. MGM DESIGN IS THE AUTHOR OF THESE PLANS AND CLAIMS A COPYRIGHT IN THESEPLANS AND THE DESIGNS CONTAINED IN THESE PLANS. THIS CLAIM IS ACT acoustic ceiling tile, GA gage, gauge PLL parallel I /8� _ 1 �� MADEUNDER TITLE 17 OF THE UNITED STATES CODE AND ALL APPLICABLE TREATIESAND GOO 1 TITLE SHEET A 1 03 LOWEK LEVEL EMERGENCY - MECHANICAL r SCALE: - I SEPARATE PLUMBING E � FOREIGN LAWS. THESE COPYRIGHTED DRAWING FILES ARE TO BE USEDFOR REFERENCE ADD addendum grab bar L plywood EXIT FLOP, PLAN ADJ adjust, adjustable GC general contractor PNL panel REFERENCE SCALE ONLY. eMD WILL TAKE NO RESPONSIBILITY FOR ANY AS I 0 I SITE PLAN -ELECTRICAL CHANGES MADE TO THESE DOCUMENTS BY ANOTHER PARTY AND NO LICENSE IS REQUIRED FOR THIS P C AFf above finish floor GBK grab bar rear PNT paint GIVEN FOR TRANSFER OF THESE COPYRIGHTS TO ANOTHER PARTY. A30 1 ENLARGED BATHROOM AL aluminum GBS grab bar side POLY polyethylene NORTH ARROW A 100 EX15TNG LOWER LEVEL RAMP PLAN/DETAILS - PLUMBING ALT alternate, alternative GBV air grab bar vertical PR 4. THE WORK COMPRISES THE COMPLETED CONSTRUCTION REQUIRED BY THE FLOOK PLAN g p CONTRACT DOCUMENTS AND INCLUDES ALL LABOR NECESSARY TO PRODUCE ALUM aluminum GF ground face PROP property line SUCHCONSTKUCTION, AND ALL MATERIALS AND EQUIPMENT INCORPORATED ORTOBE ANOD anodized GLAZ glazing PSF pounds per square foot INCORPORATED IN SUCH CONSTRUCTION. Al 01 PROPOSED LOWER LEVEL OBTAIN ELECTRICALALL WORK SUBJECT APPROVED APPR approximate GLB gla55block PSI pounds per square inch 5. SHOP DRAWINGS, PRODUCT DATA AND SAMPLES ARE NOT A PART OF THE FLOP, PLAN PERMIT FROM TO FIELD ARCH architect, architectural GLV galvanize, galvanized PT paint CONTRACT DOCUMENTS. THE DESIGNER WILL REVIEW THEM, BUT ONLY FOR PLANS MUST BE CONFORMANCE WITH THE DESIGN CONCEPT OF THE WORK AND WITH THE SATE LABOR & I N PECTION FOR AVG average GL glass, glaze, glazing FTD paper towel dispenser A 102 EXISTING UPPER LEVEL BB board batten GRIDrade PVC INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. THE CONTRACTOR INDUSTRIES CODE COMPLIANCE ON JOB SITE g SHALL NOT BE RELIEVED OF RESPONSIBILITY FOR ANY DEVIATION FROM THE FLOOK PLAN BD board GSKT gasket K radius, risers REQUIREMENTS OF THE CONTRACT DOCUMENTS BY THE DESIGNER REVIEW OF Bf barrier free GWB gypsum wallboard K*S rod and shelf A- # SHOP DRAWINGS, PRODUCT DATA OR SAMPLES. BLDG building GYP gypsum IRA return air G. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT P ISO P E RTY I N EO , PROJECT D ESC ICI PT I O N BLK block, blocking H high, height RAID radius DOCUMENTS AND SHALL AT ONCE REPORT TO THE DESIGNER ANY ERROR, BLW below HB hose bebb RBB reverse board * batten XIXevatX Xion INCONSISTENCY OR OMISSIONS HE MAY DISCOVER. THE CONTRACTOR City Of Edmonds SHALL PERFORM NO PORTION OF THE WORK AT ANY TIME WITHOUT OWNER: To convert existing lower level Of the house into an Adult BM beam HD heavy duty RD roof drain CONTRACT DOCUMENTS OR, WHERE REQUIRED, APPROVED SHOP DRAWINGS, SENAIT TEKLE Building Department Family Home. Existing lower level bathroom well be remodeled BS both sides H D K header REF reference, refrigerator elevation PRODUCT DATA OR SAMPLES FOR SUCH PORTION OF THE WORK. _________________________________________________________________________ to have a walk in shower. Add new half bath. BSBL buildingsetback line HDW hardware REINF reinforce, reinforcement xxx.x' Work 7. ALL WORK IS TO CONFORM WITH THE CONTRACT DOCUMENTS. ADDRESS: ADULT FAMILY HOME BSMT basement HEX hexagonal RF roof DRAWINGS ARE NOT TO BE SCALED FOR INFORMATION IF UNABLE TO___________________________________________________________________ g 23907 7GTH AVE -; LEGAL DESCRIPTION OF PROPERTY: LOCATE DIMENSIONS FOR ANY ITEM OF WORK, CONSULT WITH THE Address 23907 76TH AVE W BTM bottom Hi head Joint RFL reflected ELEVATION REFERENCE DESIGNER BEFORE PROCEEDING WITH CONSTRUCTION. EDMODS, WA 980 0=-_-_--------_-_-_-_--_-_-_-_-_-_-_ __ __ _------_-_-_-_-_-_-_-_--- -- -- --------------_-_-_ Section 32 Township 27 Range 04 Quarter SW LAKE BTWN between HIM hollow metal KH right hand, robe hook <#D ##B Owner TEKIE BALLINGER LAND CO SUBDIV I BLK OOG D-0 I LOT I TGW BW both ways HORIZ horizontal RM room 8. IN THE EVENT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY ------------------- -- ---------------------------------- EQ * UND INT IN TK X PER CITY OF ED SS NO 5-2003-53 CAB cabinet HT height KMV remove #� SHOWN ON THE CONTRACT DOCUMENTS, THEN THEIR CONSTRUCTION SHALL BE Approved Date 3/23/2023 9 SHEET NUMBER OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN PARCAL NUMBER: REC UND AFN 200502245278 BEING PTN LOT 55LK G _-_ opening SD PLAT p g 00488800G0050 CB catch basin HWD hardwood RO rough o OR CALLED FOR AND SHALL BE REVIEWED BY THE DESIGNER. (� U I Building Official: lire, %ft �Oflt CFM cubic feet per minute hWT hot water tank/heater ROW right of way 9. ALL WORK SHALL BE PERFORMED WITHIN STRICT CONFORMANCE TO THE ______ _ ____ _ _________ CFK chamfer HVAC heating, ventilation * air RVS reverse e EXIT SIGN MINIMUM STANDARDS OF THE CURRENT EDITION OF THE INTERNATIONAL ZONE : Permit Number; BLD2022-1733 PARCEL NUMBER: CFT cubic feet conditioning S south BUILDING CODE AND ALL APPLICABLE NATIONAL, STATE, AND LOCAL LAWS, K5-8'------------------------------------------------------------' 00488800GO050 1 CIF cast in lace HZ horizontal SAM self-adhesive membrane ELEVATION REFERENCE REGULATIONS AND ORDINANCES. p � #� CJ control Joint ICC international code council SBK setback 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE GENERAL SAFETY CL centerline ID inner diameter SC 501ed core - DURING CONSTRUCTION, AND ALL WORK SHALL CONFORM TO PERTINENT CLG ceiling INCL include, included SCHED schedule SAFETY REGULATIONS. APPLICABLE CODES ENERGY NOTES SHEET NUMBER CLK clear, clearance INSUL insulate insulation SICK shower curtain rod 1 1. THE CONTRACTOR SHALL COORDINATE LOCATIONS OF ANY AND ALL CMU concrete masonry units INST install, installed SD smoke detector MECHANICAL, TELEPHONE, ELECTRICAL, LIGHTING AND PLUMBING INCLUDING MODIFIER ALL PIPING, DUCT WORK AND CONDUIT. COORDINATE ALL REQUIRED COL column INT interior SECT section a CLEARANCES FOR INSTALLATION AND MAINTENANCE OF THE ABOVE CONC concrete JST Joist SF square feet, store front 2 f MODIFIER EQUIPMENT. CON5Tcon5truction JT joint SFTY safety�nsD�. 12. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING HIS/HER CONT continuous KO knockout SHT sheet BEST SKILL AND ATTENTION, HE/SHE SHALL BE SOLELY RESPONSIBLE FOR ALL CONTRcontractor, contract KPL kickplate SIM similar CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES CORK corru ated g L left, Ion length g' g SJ seismic joint J ROOM AND FINISH TAG AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CK corrosion resistant LAM laminate, laminated SLNT sealant LOBBY— ROOM NAME CONTRACT. CSMT casement LAV lavatory SOG slab on grade 100 III ROOM NUMBER 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACTS AND OMISSIONS FINISH GROUP OF HIS/HER EMPLOYEES, SUBCONTRACTORS AND THEIR AGENTS AND CT ceramic tale LBL label SP sound roof p EMPLOYEES, AND OTHER PERSONS PERFORMING ANY WORK UNDER A CYD cubic yards LH left hand SQ square GRID LINE AND GRID NUMBER CONTRACT WITH THE CONTRACTOR. D deep, depth LT light SS stainless steel 14. THE CONTRACTOR SHALL PURSUE WORK IN A CONTINUOUS AND DILIGENT DBL double LW lightweight STD standard " MANNER TO INSURE TIMELY COMPLETION OF THE PROJECT. DD deck drain MAS masonry STOR store, storage DF drinking fountain MATL material STKUCT structural DATUM POINT 15. THE CONTRACTOR AT ALL TIMES SHALL KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY HIS/HER DIA diameter MAX maximum SYM symmetric OPERATIONS. AT THE COMPLETION OF THE WORK, HE/SHE SHALL REMOVE DIAG diagonal MB marker board SYS system ALL HIS/HER WASTE MATERIALS AND RUBBISH FROM AND ABOUT THE PROJECT AS WELL AS ALL HIS/HER TOOLS, CONSTRUCTION EQUIPMENT, MACHINERY, DIM dimeneon, dimensional MBK member T tempered AND SURPLUS MATERIALS. DIV divide, division MDF medium density fiberboard TAG tongue * groove DN down MDO medium density overlay TB towel bar RECITE NUMBER I G. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND/OR R### PROTECTION OF ALL EXISTING AND PROPOSED PIPING, UTILITIES, DR door MECH mechanical TEL telephone STRUCTURES, ADJACENT STREETS, AND IMPROVEMENTS DURING THE PERIOD OF IDS downspout MED meduim THK thickness CONSTRUCTION. BASED ON THE 2018 I.K.C, STATE ENERGY CODE, AND 2018 UPC, 2016 WA 20 18 WA STATE AMENDMENTS OCCUPANCY GROUP K-3 CONSTRUCTION TYPE VB FLOOR AREA (SF) LIVING GARAGE EXISTING UPPER LEVEL EXISTING BASEMENT LEVEL EXISTING ATTCHED GARAGE I ,G9G SF 1 ,G29 SF 5G3 SF TOTAL LIVING AREA 3,325 SF 5G3 SF REQUIRED SEPARATION NO # Of 5TO RI ES 2 FULLY SPKINKLERED NO ENERGY CODE COMPLIANCE SHALL BE AS PER THE WASHINGTON STATE ENERGY CODE 2016. MINIMUM INSULATION (K) VALUES OR U-VALUES OF COMPONENTS SHALL BE AS FOLLOWS: GLAZING, VERTICAL (U-VALUE) 0.30 MIN. CEILING INSULATION (ATTIC) K-49 MIN. CEILING INSULATION (VAULTED) R-38 MIN. INSULATED WALLS R-21 MIN. SLAB EDGE K- 10 FLOOK K-38 MIN. ENERGY CREDIT NOTES 0.5 .5 CREDITS NEEDED): I . OPTION 5.4 (CREDIT 1.5) ELECTRIC WATER HEATER SYSTEM. DT drain tile- MFR manufacturer TO top of WINDOW TAG 17. UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS, THE DTL detail MH mop hook TOL tolerance CONTRACTOR SHALL PROVIDE AND PAY FOR ALL LABOR, MATERIAL, DW dishwasher MIN minimum TOP top of parapet OXX EQUIPMENT, TOOLS, CONSTRUCTION EQUIPMENT, MACHINERY, WATER, HEAT, UTILITIES, TRANSPORTATION, AND OTHER FACILITIES AND SERVICES VICINITY MAP DWG drawing MIR mirror TOW top of wall NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. DWK drawer MISC miscellaneous TPD toilet paper dispenser E east MO masonry opening TTD toilet tissue dispenser REVISION NUMBER 18. WHERE C R IINATE THE LAYOUDT AND EXACT XLION5 LOCATION OFOANL PARTITOCCUR O TELEPHONES AN i (E) existing MOD modify, modified TV television ~REVISION TAG ELECTRICAUCOMMUNICATION OUTLETS AND SWITCHES WITH DESIGNER IN EA each MR moisture -resistant TYP typical (fj:7 REVISION CLOUD THE FIELD BEFORE PROCEEDING WITH CONSTRUCTION. M. EF exhaust fan MST metal 5pankrel panel UNO unless noted otherwise 19. WHERE CONFLICT IS ENCOUNTERED BETWEEN THE CONTRACT DOCUMENTS EG existing grade MT mount VB vapor barrier THAT WILL MATERIALLY AFFECT THE QUALITY OR EXTENT OF THE WORK, 00 { EJ expansion Joint MTL metal VCT vinyl composite tale fEC EMERGENCY SUCH CONFLICT SHALL BE RESOLVED TO THE SATISFACTION OF THE DESIGNER - EL elevation N north VERT vertical EGRESS LIiGHT BEFORE THE AFFECTED ITEMS AND/OR MATERIALS ARE PURCHASED, FABRICATED AND/OR INSTALLED. th_. 0 M t W > Interlurbari ELEC electrical NAT natural VG vertical grain <T� ELEV elevator NI nickel VIF Verify in field 20. WHERE PRE MANUFACTURED OR PREFABRICATED ITEMS AND/OR MATERIALS _ E M E K NIC VIN EXHAUST FAN AND DUCT ARE TO BE INSTALLED -THE CONTRACTOR SHALL VERIFY ROUGH OR FINISHED 11-0 00> Park Mountla emergency not in contract vinyl DIMENSIONS IN THE FIELD PRIOR TO PURCHASE OR FABRICATION. ENCL enclosure, enclose NMT non-metallic VJ v point 2 I .THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS TO BE E EQ equal NO number VTO vent to outside FREE FROM DEFECTS FOR A MINIMUM OF ONE YEAR FROM DATE OF FINAL Te rrace EQP equipment NOM nominal W we5t,wlde, width WATER HEATER ACCEPTANCE, AND PROMPTLY REMEDY SUCH DEFECTS AND ANY SUBSEQUENT EST estimate, estimated N RC noise reduction coefficient WC water closet H W DAMAGE CAUSED BY THE DEFECTS OR REPAIR THEREOF, AT NO EXPENSE TO Edmonds EXH exhaust NTS not to scale WD wood THE OWNER. GUARANTEE PERIODS OF GREATER THAN ONE YEAR MAY BE _ ELEC PANEL REQUIRED AND CONTAINED WITHIN THE CONTRACT DOCUMENTS. 0th f6_4 EXP expose, exposed OA overall W/D washer/dryer 22. UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS THE Balli EXST existing g OC on center WH wall hung g r CONTRACTOR SHALL SECURE AND PAY FOR THE BUILDING PERMIT AND FOR ALL EXT exterior OD outer diameter WIC walk-in closet WASHING MACHING OUTLET BOX OTHER PERMITS AND GOVERNMENTAL FEES, LICENSES AND INSPECTIONS ''.. FCB fiber -cement board OFCI owner furnished -GC en5installed WIN window NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. h 1:..:r. uth P i %L-J+ FCT fiber -cement trim OFOI owner furnished- owner ins. W/O without 23. WHERE ANY ITEM AND/OR MATERIAL IS INDICATED IN THE CONTRACT FD floor drain OH overhead WF waterproof DOCUMENTS, AND NOT NECESSARILY DETAILED IN EACH SPECIFIC CASE, BUT IS FDC fire department conn. OPG opening WPC waterproofing consultant SLAB STEP REQUIRED FOR A COMPLETE AND PROFESSIONAL INSTALLATION SUCH ITEM AND/OR MATERIAL SHALL BE PROVIDED AS IF SHOWN AND DETAILED IN FULL. 00 1' FE fire extinguisher OFF Opposite WK water resistant Er PROVIDE MEANS TO FURNISH AND INSTALL. t W.. FEC fire extinguisher cabinet OPQ opaque WKB weather -resistive barrier DOWNSPOUT 4 y FF finish floor, frost free, WTW wall to wall DS Vicinity M&M Design Design meets solution - — - :RMIT J ECT. SENAIT TEKLE (Af H) 23907 7GTH AVE W EDMODS, WA 98020 PROJECT NUMBER 221130 # DATE DESCRIPTION >LD2022-1733 RESU B Mar 06 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT TITLE SHEET DATE: 01 /22/2023 SHEET: GOO I ADJACENT IPROPERTY I I I I I I I I I I I I I I I I I _ — I I ADJACENT PROPERTY �I ol i i i i i -320 SITE PLAN NOTES: OWNER: 5ENAIT TEKLE ADDRE55: 23907 7GTH AVE W EDMOD5, WA 98020 PARCAL NUMBER: 004888000O0501 LEGAL DESCRIPTION: 5ectlon 32 Town5hlp 27 Range 04 Quarter 5W LAKE BALLINGER LAND CO 5UBDIV I BLK 00G D-0 I LOT I TGW EQ * UND INT IN TR X PER CITY OF ED 55 NO 5-2003-53 REC UND AFN 200502245278 BEING PTN LOT 5BLK G 5D PLAT ZONE: R5-8 NOTES: 1. THI5 15 NOT A LEGAL SURVEY. PROPERTY DESCRIPTION INFORMATION ON TH15 SHEET FOR GENERAL USE ONLY. 2. CONNECT UTILITY EXTENSIONS TO EX15TING UTILITIES. CONTRACTOR TO VERIFY LOCATIONS OF EXTENSIONS. 3. NO 51TE DISTURBANCE PROPOSED. SITE COVERAGE: 51TE AREA 9,148 5Q.FT. EX15TING RESIDENCE 3,270 5Q.FT TOTAL COVERAGE 3,270 / 9,148 = 35% ENGINEERING DIVISION 13/15/2023 I Q ADJACENT PROPERTY I NO STORMWATER MANAGEMENT SYSTEM REQUIRED AT THIS TIME. IF NEW AND/OR REPLACED IMPERVIOUS SURFACE EQUALS 2000SQFT OR GREATER, A STORMWATER MANAGMEMENT SYSTEM MAY BE REQUIRED IPER CITY CODES AND STANDARDS _ / I I / I OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE 315- I OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING I ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. APPROVED BY PLANNING Mar 20 2023 RS-8 Zone Corner Flag Setbacks: Required Actual North 71/2' cha�ge ---------- A\vt — —---------- - - — — 7 1/2' no -- East change ----- ---- ------------- South 7 1/2' no - 7 1/2' no - - West change ' 25' no — _ — — Height change — — o m 0 M&M Design Design meets solution SENAIT TEKLE (Af H) 23907 7GTH AVE W EDMOD5, WA 98020 PROJECT NUMBER 221130 1 08.18.20 Revision 1 # DATE DESCRIPTION BLD2022-1733 RESU B Mar 06 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ARCHITECTURAL 51TE PLAN DATE: 01 /22/2023 5H`AS 100 SITE PLAN 1 11 = 10'-01, WALL LEGEND EXISTING TO REMAIN EXISTING TO REMAIN NEW 4" INTERIOR STUD WALL - 2X4 @ 16" O.C. W/ I /2" GYP BD. EA. SIDE AND SOUND GATT INSUL. BTWN. USE 2X6 WHERE NEC. FOR PLUMBING U.N.O. FLOOR PLAN NOTES I .ALL DIMENSIONS ARE FROM FACE -OF -STUD TO FACE -OF -STUD, AND FACE -OF -BLOCK TO FACE -OF -BLOCK. 2.LUMBER TO BE FOREST STEWARDSHIP COUNCIL CERTIFIED DOUGLAS FIR#2 OR BETTER. 3.FINISH MATERIALS NOT SPECIFIED TO BE COORDINATED WITH OWNER. 4. PROVIDE SOLID BLOCKING BEHIND ALL FIXTURES AND WALL MOUNTED ACCESSORIES. 5. PROVIDE WALL � FLOOR STOPS AT DOORS AS REQUIRED. G. INTERIOR DOOR HARDWARE TO BE LEVER TYPE AND OPERABLE WITH ONE HAND. FORCE REQUIRED TO ACTIVATE DOOR AND HARDWARE SHALL BE 5.0 LBS. MAX. REQUIRED EXIT DOOR HARDWARE SHALL UNLOCK INSIDE AND OUTSIDE MECHANISMS WHEN EXITING THE BUILDING ALLOWING REENTRY INTO THE AFH WITHOUT THE USE OF A KEY, TOOL OR SPECIALKNOWLEDGE. 7. ALL SLEEPING ROOM WINDOWS SHALL BE AS PER IRC REQ. 8. TIE NEW ELECTRICAL INTO EXISTING. 9. FINAL ELECTRICAL LAYOUT TO BE COORDINATED WITH AND APPROVED BY OWNER. ENERGY NOTES ENERGY CODE COMPLIANCE SHALL BE AS PER THE WASHINGTON STATE ENERGY CODE 20 18. MINIMUM INSULATION (R) VALUES OR U-VALUES OF COMPONENTS SHALL BE AS FOLLOWS: GLAZING, VERTICAL (U-VALUE) 0.30 MIN. CEILING INSULATION (ATTIC) R-49 MIN. CEILING INSULATION (VAULTED) R-38 MIN. INSULATED WALLS R-2 I MIN. SLAB EDGE R- I 0 FLOOR R-38 MIN. ENERGY CREDIT NOTES (I .5 CREDITS NEEDED): I .OPTION 5.4 (CREDIT I .5) ELECTRIC WATER HEATER SYSTEM. 28' — 1 112" 17'-41/2" 7 EX. BATH 01 EX. BEDROOM A 04 N 03 — EX. BEDROOM B � 05 a CL05ET CL05ET N EX. LUNDRY RM. o 02 who 0 0 EX. UTILITY WALK IN CL05ET 09 FUKN.t7 UP m _ EX. OFFICE _ 06 0 0 II ---11 II II ff i� EX. FAM I LY RM . 01 5'-9" ol N _i 1 W�j EX. BEDROOM D EX. BEDROOM C o 08 07 CL05ET CL05ET 12'-5" 51— 1 1 112" 13'-8 112" 3 2' — 1" CLOWER LEVEL EXISTING FLOOR PLAN 3/8 1 0 nn& Design Design meets solution SENAIT TEKLE (AfH ) 23907 76TI1 AVE W EDMODS, WA 98020 PROJECT NUMBER 221130 # DATE DESCRIPTION BLD2022-1733 RESU B Mar 06 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT EXISTING LOWER LEVEL FLOOR PLAN DATE: O I /22/2023 SHEET: A100 �PROP05ED 42" GUARDRAIL v 1 `S' zJ W CJ� 0 EX. BEDROOM A z � 03 I AREA = 97 SF. I o 8'-0" A. f. f `\ 1 CEILI 11l I 1 s/c SMOKE � CARBON MONO. DETECTOR COMBO, TYP. CLOSET I I � m �N / NEW PUCK \ LIGHT, TYP.---�'j — 8 Sim \ A301 `PROPOSED kREP AREA 0 Q cm 0 m / ROPOSED (\ BATH 01 04 o Q 00 z i 4' - 1 EGRESS, 40" EX. 70"X48" SLIDING WIN. SILL HT. 5' - 1011 EX. BEDROOM B 05 AREA = 158 5F. ° 8'-0"A.F.F — ° Sim CEILI T. NS- I — — — — - I 1 J - I J - Q s/c SMOKE $ CARBON MONO. DETECTOR COMBO, TYP. G' - 4 1 /4" ------------- / 3001 / 02 FROPOSEP \� / BAT NEW PUCK HALFEl LIGHT, TYP. 09 50 CFM� / NEW PU 1 (N) 32"x80" i EX. LIVING / DINING RM. OI B'-0'A.f.f NG PROGRAMMABLE CEILING HT. 405TAT 1 1 0 v EX. BEDROOM D w 08 I AREA = 1 12 5F. 1 z O 8'-0"A.f.f o �, I cEi rlr. 1 N5-1 1 1 —I o :11vAn,, LIGHT, TYP 5/C SMOKE * CARBON MONO. DETECTOR COMBO, TYP. s/c SMOKE $ CARBON MONO. DETECTOR COMBO, TYP. CLOSET (N) 36"x80" 5MOs/c DETECTOR COMBO, M�O. 0 — IT WALK IN CLOSET - LAUNDRY / (UTILITY RM. O FURN. MAKEUP AIR, PER O' - 2" EC FLORESCENT WAS ER LIGHT 50 CFM \\ R EX. OFFICE 1� \� 06 � CEILING HT 0 m m SMOKE � CARBON MONO. (N) 30"x80" 5/c DETECTOR COMBO, TYP. I I —III III I II III III III I I III III III r- -III III III III III III III III z z I I � L s/c EX. BEDROOM C SMOKE CARBON MONO. — — — — — — - DETECTOR COMBO, TYP. AREA �= 124 5F. q14/ NT. CLOSET �NIS I 5'-LI0" 0 L - — EGRE55, 40" 51LL HT, EX. 70746" SLIDING WIN. 1 2' 10 114" ;I FINISH PER 5CHED. FINISH PER OWNER PLYWOOD PER STRUCTURAL 2x4 WD STUDS @ WHERE REQ. 16" OC (I) LAYER 5/8 GWB. AT WET AREAS, ADD (1) LAYER 5/8" GWB. AT WET AREAS, ADD WATER RE5Y5TANT DRYWALL. WATER RE5Y5TANT DRYWALL. STANDARDS FIRE NK TEST INSL NA STC NA 02Lxl INTERIOR WALL 4IAssemblie. 1 " = 1'-01 1 WALL LEGEND EXISTING TO REMAIN EXISTING TO REMAIN NEW 4" INTERIOR STUD WALL - 2X4 @ I G" O.C. W/ 1 /2" GYP BD. EA. SIDE AND SOUND BATT INSUL. BTWN. USE 2XG WHERE NEC. FOR PLUMBING U.N.O. FLOOR PLAN NOTES 1. ALL DIMENSIONS ARE FROM FACE -OF -STUD TO FACE -OF -STUD, AND FACE -OF -BLOCK TO FACE -OF -BLOCK. 21UMBER TO BE FOREST STEWARDSHIP COUNCIL CERTIFIED DOUGLAS FIR#2 OR BETTER. 3.FINI5H MATERIALS NOT SPECIFIED TO BE COORDINATED WITH OWNER. 4. PROVIDE SOLID BLOCKING BEHIND ALL FIXTURES AND WALL MOUNTED ACCESSORIES. 5. PROVIDE WALL * FLOOR STOPS AT DOORS AS REQUIRED. G. INTERIOR DOOR HARDWARE TO BE LEVER TYPE AND OPERABLE WITH ONE HAND. FORCE REQUIRED TO ACTIVATE DOOR AND HARDWARE SHALL BE 5.0 LBS. MAX. REQUIRED EXIT DOOR HARDWARE SHALL UNLOCK INSIDE AND OUTSIDE MECHANISMS WHEN EXITING THE BUILDING ALLOWING REENTRY INTO THE AFH WITHOUT THE USE OF A KEY, TOOL OR SPECIALKNOWLEDGE. 7. ALL SLEEPING ROOM WINDOWS SHALL BE AS PER IRC REQ. 8. TIE NEW ELECTRICAL INTO EXISTING. 9. FINAL ELECTRICAL LAYOUT TO BE COORDINATED WITH AND APPROVED BY OWNER. ENERGY NOTES ENERGY CODE COMPLIANCE SHALL BE AS PER THE WASHINGTON STATE ENERGY CODE 2018. MINIMUM INSULATION (R) VALUES OR U-VALUES OF COMPONENTS SHALL BE AS FOLLOWS: GLAZING, VERTICAL (U-VALUE) 0.30 MIN. CEILING INSULATION (ATTIC) K-49 MIN. CEILING INSULATION (VAULTED) R-38 MIN. INSULATED WALLS R-2 1 MIN. SLAB EDGE K-10 FLOOR R-38 MIN. ENERGY CREDIT NOTES (1.5 CREDITS NEEDED): 1. OPTION 5.4 (CREDIT 1.5) ELECTRIC WATER HEATER SYSTEM. Interconnected Smoke Alarms Are A Requirement Of This Permit In Accordance With R314.2.2 -Mif- M&M Design Design meets solution SENAIT TEKLE (Af H) 23907 7GTH AVE W EDMOD5, WA 98020 PROJECT NUMBER 221130 1 08.18.20 Revision 1 # DATE DESCRIPTION BLD2022-1733 RESU B Mar 06 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROP05ED LOWER LEVEL FLOOR PLAN DATE: 01 /22/2023 SHEET: A101 LOWER LEVEL PROPOSED FLOOR PLAN 3/8" = 1'-0" 0 55' - 9 1 /2" WALL LEGEND EXISTING TO REMAIN EXISTING TO REMAIN NEW 4" INTERIOR STUD WALL - 2X4 @ I G" O.C. W/ 1 /2" GYP BD. EA. SIDE AND SOUND BATT INSUL. BTWN. USE 2XG WHERE NEC. FOR PLUMBING U.N.O. FLOOR PLAN NOTES 1. ALL DIMENSIONS ARE FROM FACE -OF -STUD TO FACE -OF -STUD, AND FACE -OF -BLOCK TO FACE -OF -BLOCK. 21UMBEK TO BE FOREST STEWARDSHIP COUNCIL CERTIFIED DOUGLAS FIR#2 OR BETTER. 3.FINI5H MATERIALS NOT SPECIFIED TO BE COORDINATED WITH OWNER. 4. PROVIDE SOLID BLOCKING BEHIND ALL FIXTURES AND WALL MOUNTED ACCESSORIES. 5. PROVIDE WALL * FLOOR STOPS AT DOORS AS REQUIRED. G. INTERIOR DOOR HARDWARE TO BE LEVER TYPE AND OPERABLE WITH ONE HAND. FORCE REQUIRED TO ACTIVATE DOOR AND HARDWARE SHALL BE 5.0 LBS. MAX. REQUIRED EXIT DOOR HARDWARE SHALL UNLOCK INSIDE AND OUTSIDE MECHANISMS WHEN EXITING THE BUILDING ALLOWING REENTRY INTO THE AFH WITHOUT THE USE OF A KEY, TOOL OR SPECIALKNOWLEDGE. 7. ALL SLEEPING ROOM WINDOWS SHALL BE AS PER IRC REQ. 8. TIE NEW ELECTRICAL INTO EXISTING. 9. FINAL ELECTRICAL LAYOUT TO BE COORDINATED WITH AND APPROVED BY OWNER. ENERGY NOTES ENERGY CODE COMPLIANCE SHALL BE AS PER THE WASHINGTON STATE ENERGY CODE 201 8. MINIMUM INSULATION (K) VALUES OR U-VALUES OF COMPONENTS SHALL BE AS FOLLOWS: GLAZING, VERTICAL (U-VALUE) 0.30 MIN. CEILING INSULATION (ATTIC) K-49 MIN. CEILING INSULATION (VAULTED) K-38 MIN. INSULATED WALLS K-2 1 MIN. SLAB EDGE K-1 0 FLOOR R-38 MIN. ENERGY CREDIT NOTES (1.5 CREDITS NEEDED): 1. OPTION 5.4 (CREDIT 1.5) ELECTRIC WATER HEATER SYSTEM. � 0 0 M&M Design Design meets solution SENAIT TEKLE (Af H) 23907 7GTH AVE W EDMOD5, WA 98020 PROJECT NUMBER 221130 # DATE DESCRIPTION BLD2022-1733 RESUB Mar 06 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT EXISTING UPPER LEVEL FLOOR PLAN DATE: 01 /22/2023 SHEET: A102 UPPER LEVEL EXISTING FLOOR PLAN 3/8" = 1'-0" CONCRETE WALKWAY AT GRADE TO SIDEWALK LOWER LEVEL EMERGENCY EXIT FLOOR PLAN 3/8" = 1'-0" 1 //l ro-� EMERGENCY EXIT LEGEND FIRE EXTI NGUSr1 ER - TYPE 2-A: / O-B: C COMBINATION CARBON MONOXIDE * SMOKE S/C ALARM DETECTOR - l IARDWIRED * INTERCON/VECTED THROUGHOUT TIHE ENTIRE DOME (IC 3 / 4.2). 0 THERMOSTAT BEDROOM EXIT PATH EXIT PATH 0 -w M&M Design Design meets solution SENAIT TEKLE (Af H) 23907 7GTH AVE W EDMODS, WA 98020 PROJECT NUMBER 221130 # DATE DESCRIPTION BLD2022-1733 RESUB Mar 06 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT LOWER LEVEL EMERGENCY EXIT PLAN DATE: 01 /22/2023 SHEET: A103 I HANDRAILS REQUIRED ON BOTH 51DE OF RAMP BETWEEN THE SLOPES OF 5.0% (1:20) AND 6.3% 5377— 5'-0" IMIN. 30" LANDING 4 RAMP PLAN 3/4" = 1'-0" OPENINGS 5HAL NOT ERMITPA55AGE OF A 4" DIA. SPHERE 4X4 PT P05T, TYP. ' I O----------- ------ ------------- O � c� RAMP RUN 1: 12 MAX. SLOPE (8.3% MAX. SLOPE) -------------- °I ° NJ a ° - II II II II II II II I _ ° I, I I I I I I I I- 1 .-�,1 l TT I I I- io—I I I— 1 -1 1 1— 1 1— 1 1-1 1 —1 1 1-1 —1 1 1 xi II III III III III III III I d a 1 211 � - 5-�1`T�� ONG lf- RAM n RAMP SECTION V 3/4" = 1'-0" i� 41 ° I If D€TA+ �� III III III III III III III III III III III III III III III III III III III III . .......... RAMP GENERAL PLAN NOTES: 1. RAMP MUST BE A MAXIMUM SLOPE OF I UNIT VERTICAL IN 12 UNITS HORIZONTAL (8.3% SLOPE). FOR EXAMPLE; FOR EVERY FOOT OF DROP REQUIRES A RAMP OF 12 FEET LONG. (THE EXCEPTION K3 1 1 .8. 1 15 NOT ALLOWED IN AFH). 2. A MINIMUM OF 301 LANDING MUST BE PROVIDED AT TOP AND BOTTOM, WHERE DOORS OPEN ONTO RAMP AND WHERE RAMP CHANGES DIRECTIONS. 3. HANDRAILS SHALL BE INSTALLED ON BOTH SIDES OF RAMP BETWEN THE SLOPES OF 5% (1 :20) AND 8.3% (1 : 1 2). (HANDRAIL 34"-38" HT., GAKDRAIL 3G" MIN). 4. HANDRAL MAY PROJECT A MAXIMUM OF 4-1/2" INTO KEQ'D STAIR WIDTH. CIRCULAR HANDRAILS DIAMETER SHALL NOT BE LE55 THAN 1- 1 /4" AND NOT GREATER THAN 2" IN DIA. 5. RAILING OPENINGS SHALL NOT PERMIT PA55AGE F A 4" DIA. SPHERE. G. HANDRAIL END SHALL RETURN TO THE WALL OR TERMINATED IN NEWEL POSTS OR SAFETY TERM I NAL5. l i2l' 1/2' —III—III—III—III—1 III I I I I I-1 11_I Il-1 I I —I d �. III—�la I11_III_li� I L _ a IIII II III * t :''� �•.. �_�. � �—I I I�kil 1=1I SELI1=1� *_ CII�I I1= II! _ III _ —III II1=11 .k �� III-1II_II III 1 _ —I I —III 1 I I-1 III-1 I I—f 11 C 1 I —III i a l'' F 5 �. i.. L —I O IPACTED 4 FE _ — ——— I I 1I11 II _ — IEEa 1 I. _ _—_—_— SLEEVE &ET POST OPTION- -I I I —I I I —I I—III-1 I I— T MIN- DIA- CONCRBTE POST �— — — FOOTING, SET IN 6' DEEP ALE -EVES PACKE�13 VVI NOI+F FiR INK 4� ROUT RAMP POST FOUNDATION DETAIL 1 1 /2" = 1'-0" Qsi M&M Design -jesign meets solution SENAIT TEKLE (AFh) 23907 7GTH AVE W EDMOD5, WA 98020 PROJECT NUMBER 221130 1 08.18.20 Revision 1 # DATE DESCRIPTION EXTERIOR ELEVATIONS DATE: 01 /22/2023 SHEET: A201 12 1/2" MIN TO 15" MAX 12 �' MIN TO 15" MAX INSIDE DIMENSION INSIDE DIMENSION r, I z C r Z SWING UP GRAB BAR SWING UP GRAB BAR 14"0 MIN TO 2"0 MAX is"0 MIN TO 2"0 MAX. "MINIS"MI TOP BAR IN DOWN 5"MI:�115"Mli*a TOP BAR IN DOWN POSTION 33"-36" ABOVE POSTiON 33"-36" ABOVE FINISHED FLOOR FINISHED FLOOR R325.8 GRAB BAR GENERAL REQUIREMENTS WHERE FACILITIES ARE DESIGNATED FOR USE BY ADULT FAMILY HOME CLIENTS, GRAB BARS FOR WATER CLOSETS, BATHTUBS AND SHOWER STALLS SHALL BE INSTALLED ACCORDING TO THIS SECTION R326.8.1 GRAB BAR CROSS SECTION. GRAB BARS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF 1 1/4 INCHES MINIMUM AND 2 INCHES MAXIMUM. GRAB BARS WITH NON -CIRCULAR CROSS SECTION SHALL HAVE A CROSS SECTION DIMENSION OF 2 INCHES MAXIMUM AND A PERIMETER DIMENSION OF 4 INCHES MINIMUM AND 4 5/8 INCHES MAXIMUM R325.8.2 GRAB BAR INSTALLATION. GRAB BARS SHALL HAVE A SPACING OF 1 112 INCHES BETWEEN THE WALL AND THE BAR PROJECTING OBJECTS, CONTROL VALVES AND BATHTUB OR SHOWER STALL ENCLOSURE FEATURES ABOVE, BELOW AND AT THE ENDS OF THE GRAB BAR SHALL HAVE A CLEAR SPACE 1 1/2" TO THE GRAB BAR EXCEPTION: SWING -UP GRAB BARS SHALL NOT BE REQUIRED TO MEET THE 1 112 INCH SPACING REQUIREMENT. GRAB BARS SHALL HAVE STRUCTURAL STRENGTH OF 250 POUNDSAPPLIED AT ANY POINT ON THE GRAB BAR., FASTENER, MOUNTING DEVICE OR SUPPORTING STRUCTURAL MEMBER GRAB BARS SHALL NOT BE SUPPORTED DIRECTLY BY ANY RESIDENTIAL GRADE FIBERGLASS BATHING OR SHOWERING UNIT ACRYLIC BARS FOUND IN BATHING UNITS SHALL BE REMOVED FIXED GRAB BARS, WHEN MOUNTED, SHALL NOT ROTATE, SPIN OR MOVE AND HAVE GRASPABLE SURFACE FINISH. R325.8.3 GRAB BARS AT WATER CLOSETS. WATER CLOSETS SHALL HAVE GRAB BARS MOUNTED ON BOTH SIDES GRAB BARS CAN BE A COMBINATION OF FIXED POSITION AND SWING -UP BARS GRAB BARS SHALL MEET THE REQUIREMENTS OF R325.8. GRAB BARS SHALL MOUNT BETWEEN 33 INCHES AND 36 INCHES ABOVE FLOOR GRADE CENTERLINE DISTANCE BETWEEN GRAB BARS, REGARDLESS OF THE TYPE USED, SHALL BE BETWEEN 25 INCHES MINIMUM AND 30 INCHES MAXIMUM R325.8.3.1 FIXED POSITION GRAB BARS. FIXED POSITION GRAB BARS SHALL BE A MINIMUM OF 36 INCHES IN LENGTH AND START 12 INCHES FROM THE REAR WALL R325.8.3.2 SWING -UP GRAB BARS. SWING -UP GRAB BARS SHALL BE A MINIMUM OF 28 INCHES IN LENGTH FROM THE REAR WALL SWING DOWN GRAB BARS DETAIL 3/8" a��I�ax HORIZONTAL GRAB RAID 0 VERTICAL GRAB FEAR I-'LHN VltVV N v cY) ELEVATION VIEW R325.8.5 GRAB BARS AT SHOWER STALLS. WHERE SHOWER STALLS ARE PROVIDED TO MEET THE REQUIREMENTS FOR BATHING FACILITIES, GRAB BARS SHALL MEET THE REQUIREMENTS OF R325 8 EXCEPTION: SHOWER STALLS WITH PERMANENT BUILT-IN SEATS ARE NOT REQUIRED TO HAVE VERTICAL OR HORIZONTAL GRAB BARS AT THE SEAT END WALL. A VERTICAL FLOOR TO CEILING GRAB BAR SHALL BE INSTALLED WITHIN 4 INCHES OF THE EXTERIOR OF THE SHOWER ALIGNED WITH THE NOSE OF THE BUILT-IN SEAT. R325.8.5.1 VERTICAL GRAB BARS. VERTICAL GRAB BARS SHALL BE A MINIMUM OF 18 INCHES LONG AND INSTALLED AT THE CONTROL END WALL AND HEAD END WALL. GRAB BARS SHALL MOUNT WITHIN 4 INCHES OF THE EXTERIOR OF THE SHOWER STALL EDGE OR WITHIN 4 INCHES INSIDE THE SHOWER STALL. THE BOTTOM END OF THE VERTICAL GRAB BARS SHALL START BETWEEN 36 INCHES AND 42 INCHES ABOVE FLOOR GRADE. R325.8.5.2 HORIZONTAL GRAB BARS. HORIZONTAL GRAB BARS SHALL BE INSTALLED ON ALL SIDES OF THE SHOWER STALL MOUNTED BETWEEN 33 INCHES AND 36 INCHES ABOVE FLOOR GRADE HORIZONTAL GRAB BARS SHALL BE A MAXIMUM OF 6 INCHES FROM ADJACENT WALLS HORIZONTAL GRAB BARS SHALL NOT INTERFERE WITH SHOWER CONTROL VALVES R325.11 SHOWER STALLS. WHERE PROVIDED TO MEET THE REQUIREMENTS FOR BATHING FACILITIES, THE MINIMUM SIZE OF SHOWER STALLS FOR AN ADULT FAMILY HOME SHALL BE 30 INCHES DEEP BY 48 INCHES LONG TUB / SHOWER DETAIL 3/8" = 1'-011 36" MIN r HORIZONTAL GRAB BAR I VERTICAL I GRAB BAR a PLAN VIEW CV C c') ELEVATION VIEW R325.8.4 GRAB BARS AT BATHTUBS. HORIZONTAL AND VERTICAL GRAB BARS SHALL MEET THE REQUIREMENTS OF R325 8 R325.8.4.1 VERTICAL GRAB BARS. VERTICAL GRAB BARS SHALL BE A MINIMUM OF 18 INCHES LONG AND INSTALLED AT THE CONTROL END WALL AND HEAD END WALL GRAB BARS SHALL MOUNT WITHIN 4 INCHES OF THE EXTERIOR OF THE BATHTUB EDGE OR 4 INCHES INSIDE THE BATHTUB THE BOTTOM END OF THE GRAB BARS SHALL START BETWEEN 36 INCHES AND 42 INCHES ABOVE FLOOR GRADE. EXCEPTION: THE REQUIRED VERTICAL GRAB BAR CAN BE SUBSTITUTED WITH A FLOOR TO CEILING GRAB BAR MEETING THE REQUIREMENTS OF R325.8 AT THE CONTROL END AND HEAD END ENTRY POINTS. R325.8.4.2 HORIZONTAL GRAB BARS. HORIZONTAL GRAB BARS SHALL BE PROVIDED AT THE CONTROL END, HEAD END, AND THE BACK WALL WITHIN THE BATHTUB AREA GRAB BARS SHALL BE MOUNTED BETWEEN 33 INCHESAND 36 INCHES ABOVE FLOOR GRADE, CONTROL END AND HEAD END GRAB BARS SHALL BE 24 INCHES MINIMUM IN LENGTH. BACK WALL GRAB BAR SHALL BE 36 INCHES MINIMUM IN LENGTH WALK IN SHOWER STALL DETAIL = _ _ SWING -UP g_4998 Technical Data GRAB BAR Specify Finish Required: ❑ Satin -finish ❑ Satin -finish with peened gripping surface; add suffix .99 to model number 6-1/8" 155mm 130mm S S 13mm Bumper - — S� 7-3/4" 22omm Adequate Backing (Not Furnished) 35" 890mm To Top Adequate Backing or Anchor Plates I Mounting 1/2" Holes (4) 13mm Grab Bar Backplate Finish Face of Wall 8-3/4" 220mm II r 4� 29" II I 735mm Bar Backplate 61" 34" 33" 865mm 840mm From Top Mfg. Screws Face of Floor MATERIALS: Grab Bar — 18-8, Tyyppe-304,18-gauge (1.2mm) stainless steel tubing with satin -finish. 1-1/4" (32mm) outside diameter. Ends are heliarc welded to flanges. Backplate —18-8, Type-304, 3/16" (5mm) thick, satin -finish stainless steel with four screw holes for attachment to wall. continued ... I OPERATION: Swing -up grab bar is manually raised for approach or departure and lowered to horizontal position for support; once grab bar is raised to the full upright (vertical) position, counterweighted design prevents grab bar from falling back down to the full horizontal position. STRENGTH: Swing -up grab bar can support loads in excess of 500 pounds (227kg) if properly installed. Safety Warning: Grab bars are no stronger than the anchors and walls to which they are attached and, therefore, must be firmly secured in order to support the loads for which they are intended. To avoid potential injury, the building owner or maintenance personnel should remove the grab bar from service if the grab bar is not adequately secured to wall or if there is any observe damage to the welds. INSTALLATION: Provide concealed anchor device or backing as specified or required in accordance with local building codes before wall is finished. Fasten grab bar to anchor device or backing. Concealed anchor devices and mounted screws are not included with Bobrick grab bars and must be specified as an optional accessory. SPECIFICATION: Grab bar shall be Type-304 stainless steel with satin finish. Grab bar shall have 18-gauge (1.2mm) wall thickness and 1-1/4" (32mm) outside diameter. Backplate shall be 3/16" (5mm) thick stainless steel, equipped with screw holes for attachment to wall. Swing -up grab bar shall be manually raised for approach or departure and lowered to horizontal position for support; counterweighted design shall prevent grab bar from falling back down to the full horizontal position once grab bar is raised to the full upright (vertical) position. Swing -Up Grab Bar shall be Model (insert model number) of Bobrick Washroom Equipment, Inc., Clifton Park, New York; Jackson, Tennessee; Los Angeles, California; Bobrick Washroom Equipment Company, Scarborough, Ontario; Bobrick Washroom Equipment Pty. Ltd., Australia; and Bobrick Washroom Equipment Limited, United Kingdom. �SWING-UP GRAB BAR SPEC. U 3/4" = V-0" I t. R325.4 TYPES OF LOCKING DEVICES AND DOOR ACTIVATION. ALL BEDROOM AND BATHROOM DOORS SHALL BE OPENABLE FROM THE OUTSIDE WHEN LOCKED. EVERY CLOSET SHALL BE READILY OPENABLE FROM THE INSIDE OPERABLE PARTS OF DOOR HANDLES, PULLS, LATCHES, LOCKS AND OTHER DEVICES INSTALOLED IN ADULT FAMILY HOMES SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. POCKET DOORS SHALL HAVE GRASPABLE HARDWARE AVAILABLE WHEN IN THE CLOSED OR OPEN POSITION. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5.0 POUNDS MAXIMUM. REQUIRED EXIT DOORS SHALL HAVE NO ADDITIONAL LOCKING DEVICES. REQUIRED EXIT DOOR HARDWARE SHALL UNLOCK INSIDE AND OUTSIDE MECHANISMS WHEN EXITING THE BUILDING ALLOWING REENTRY INTO THE ADULT FAMILY HOME WITHOUT THE USE OF A KEY, TOOL OR SPECIAL KNOWLEDGE. AFH TYP. HARDWARE I 0 Guard 36" mir 0 Less than 4" Handrail both sides 34" - 38" minimum is an 8.3% slope all along surface of the ramp. RAMP DETAIL 3/8" = 1'-011 ENLARGED FULL BATHROOM PLAN PROVIDE VANITY LIGHT, GC TO COORDINATE FINISH 5ELECTION V " n1 'ao PROVIDE BACKING FOR REINFORCING GRAB BAR IN ACCORDANCE TO R325.8 - Dona a o 1 no Dona a o n co❑ cucor ENLARGED HALF BATHROOM PLAN 3/411= 1'-011 NOTE: GC TO COORDINATE SELECTION OF FLOOR FINISH, WALL FINISH t LIGHT FIXTURE WITH OWNER. 3' x 3' min landing 3' minimum STALLS MUST MEET THE MIN. 51ZE PER R325.1 1., SEE 301 /4 FOR ADDITIONAL TION. BACKING FOR REINFORCING R IN ACCORDANCE TO R325.8 - 3.1 OR R325.8.3.2, SEE SHEET :OR ADDITIONAL INFORMATION. DE BACKING FOR REINFORCING BAR IN ACCORDANCE TO R325.8 .6.3.1 OR R325.8.3.2, SEE SHEET 12 FOR ADDITIONAL INFORMATION. 1W M&M Design Design IT eels solutlon SENAIT TEKLE (Af H) 23907 7GTH AVE W EDMOD5, WA 98020 PROJECT NUMBER 221130 # DATE DESCRIPTION BLD2022-1733 RESU B Mar 06 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ENLARGED BATHROOM, RAMP PLANS DETAILS DATE: 01 /22/2023 SHEET: A301 3/8" = 1'-0" 3/8" = 1'-011