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APPROVED BLD resub1 BLD2021-0708+Architectural_Plan+6.24.2021_1.08.52_PM+2267991OLJ V LJ � LJ V •O •00 •. •O O • 1 CORRESPONDING GRt 5/8" MIN - 2" MAX HEIGHT LETT LETTERS RAISED 1/32" ACCESSIBLE ELEMENT SIGN SCALE: 1/2" = 1'-0" IBC SECTION1111.2 (ACCESSIBILITY) DIRECTIONAL SIGNAGE COMPLIANCE NOTES: DIRECTIONAL SIGNAGE INDICATING THE ROUTE TO THE NEAREST ACCESSIBLE ELEMENT SHALL BE PROVIDED AT THE FOLLOWING LOCATIONS. 1. BUILDING ENTRANCES. 2. TOILET AND BATHING FACILITIES. 3. EXITS AND EXIT STAIRWAYS SERVING A REQUIRED ACCESSIBLE SPACE, SIGNAGE SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 1009.1. 4. INTERIOR EXIT ACCESS STAIRWAYS 5. EXTERIOR EXIT STAIRWAYS 6. AREAS ON THE LEVEL OF DISCHARGE USED FOR EXIT DISCHARGE IN ACCORDANCE WITH SECTION 1028.1 7. EXTERIOR LANDINGS AS REQUIRED BY SECTION 1010.1.6 FOR EXIT DOORWAYS THAT LEAD DIRECTLY TO . THE EXIT DISCHARGE SIGNS SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND SIGN CHARACTERS SHALL MEET THE VISUAL CHARACTER REQUIREMENTS OF ICC Al17.1 (REFER TO DETAIL 7). ACCESSIBLE ELEMENT SIGN STANDARDS SCALE: N/A GENERAL NOTES 1 DELETED 2 ALL CONSTRUCTION AND MATERIALS SHALL BE AS SPECIFIED AND AS REQUIRED BY THE CURRENT EDITION OF THEBUILDING CODE 3 ARCHITECT IS NOT RESPONSIBLE FOR THE ACCURACY OF THE INFORMATION CONTAINED IN DOCUMENTS AND/OR SUBMITTALS SUPPLIED BY OTHERS. 4 EACH CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. SHOULD A DISCRE- PANCY APPEAR IN THE SPECIFICATIONS OR DRAWINGS, OR IN THE WORK DONE BY OTHERS FROM THE CONTRACT DOC- UMENTS THAT AFFECT ANY WORK, NOTIFY THE ARCHITECT AT ONCE FOR INSTRUCTIONS ON HOW TO PROCEED. IF THE CONTRACTOR PROCEEDS WITH THE WORK AFFECTED WITHOUT INSTRUCTIONS FROM THE ARCHITECT, THE CONTRACTOR SHALL MAKE GOOD ANY RESULTING DAMAGE OR DEFECT TO THE SATISFACTION OF THE ARCHITECT. SHOULD A CON- FLICT OCCUR IN OR BETWEEN DRAWINGS AND SPECIFICATIONS, OR WHERE DETAIL REFERENCES ON CONTRACT DRAWINGS HAVE BEEN OMITTED, THE CONTRACTOR IS DEEMED TO HAVE ESTIMATED THE MOST EXPENSIVE MATERIALS AND CON- STRUCTION METHOD INVOLVED, UNLESS A WRITTEN DECISION FROM THE ARCHITECT HAS BEEN OBTAINED WHICH DES- CRIBES AN ALTERNATE METHOD AND/OR MATERIALS. 5 EACH CONTRACTOR SHALL CONFINE HIS OPERATIONS ON THE SITE TO AREAS PERMITTED BY THE OWNER. THE WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE LAWS, LOCAL ORDINANCES, PERMITS AND THE CONTRACT DOCU- MENTS. THE JOB SITE SHALL BE MAINTAINED IN A CLEAN, ORDERLY CONDITION FREE OF DEBRIS AND LITTER, AND SHALL NOT BE UNREASONABLY ENCUMBERED WITH ANY MATERIALS OR EQUIPMENT. EACH CONTRACTOR DURING AND IMMEDIATELY UPON COMPLETION OF EACH PHASE OF HIS WORK SHALL REMOVE ALL TRASH AND DEBRIS AS A RESULT OF HIS OPERATION. 6 ALL MATERIALS STORED ON THE SITE SHALL BE PROPERLY STACKED AND PROTECTED TO PREVENT DAMAGE AND DE- TERIORATION UNTIL USE. FAILURE TO PROTECT MATERIALS MAY BE CAUSE FOR REJECTION OF WORK. 7 EACH CONTRACTOR SHALL DO ALL CUTTING, FITTING OR PATCHING OF HIS WORK THAT MAY BE REQUIRED TO MAKE ITS SEVERAL PARTS FIT TOGETHER PROPERLY AND SHALL NOT ENDANGER ANY OTHER WORK BY CUTTING, EXCAVATING OR OTHERWISE ALTERING THE TOTAL WORK OR ANY PART OF IT. ALL PATCHING, REPAIRING AND REPLACING OF MAT- ERIALS AND SURFACES, CUT OR DAMAGED IN EXECUTION OF WORK, SHALL BE DONE WITH APPLICABLE MATERIALS SO THAT THE SURFACES REPLACED, UPON COMPLETION, MATCH SURROUNDING SIMILAR SURFACES. 8 NO PORTION OF THE WORK REQUIRING A SHOP DRAWING OR SAMPLE SUBMISSION SHALL BE COMMENCED UNTIL THE SUBMISSION HAS BEEN REVIEWED BY THE ARCHITECT. ALL SUCH PORTIONS OF THE WORK SHALL BE IN ACCORDANCE WITH APPROVED SHOP DRAWINGS AND SAMPLES. 9 DIMENSIONS: A. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER DRAWING SCALE. B. CEILING HEIGHT DIMENSIONS ARE FROM FINISH FLOOR SLAB TO FINISH FACE OF CEILING. 10 PROVIDE BLOCKING FOR WALL MOUNTED FIXTURES, ACCESSORIES AND EQUIPMENT 11 ALL OPEN JOINTS AND PENETRATIONS IN THE BUILDING ENVELOPE SHALL BE SEALED 13 MAXIMUM 1/2" RISE BETWEEN TOP OF THRESHOLD AND ADJACENT FINISHED FLOOR. CHANGE IN LEVEL BETWEEN 1/4" AND 1/2" SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. 14 ALL DOORS SHALL BE PROVIDED WITH LEVER HARDWARE OPENABLE WITH A SINGLE EFFORT. 15 ALL LEGAL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF KEY OR SPECIAL KNOWLEDGE OR EFFORT. EXIT SIGNS SHALL BE PROVIDED AT ALL EXITS AS REQUIRED BY CODE. ALL DOOR SWINGS SERVING AN OCCU- PANT LOAD OF 50 OR GREATER SHALL SWING IN THE DIRECTION OF EXIT. 16 ADJUST DOOR CLOSERS AT EXTERIOR DOORS TO 8.5 LBS. OF PRESSURE, AT INTERIOR DOORS TO 5 LBS. OF PRESSURE, AND FIRE RATED DOORS TO 15 LBS. OF PRESSURE. 17 PROVIDE SIGN OVER MAIN ENTRY DOOR WHICH READS THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS' WITH LETTERS NOT LESS THAN 1" HIGH ON CONTRASTING BACKGROUND. 18 DOOR OPENING FORCE: 30 LBS. MAX. APPLIED TO LATCH SIDE. 19 ALL NEW GYP BOARD WALLS SHALL RECEIVE A LEVEL 4 SURFACE AND PAINT FINISH, U.N.O. 20 ALL INTERIOR MATERIALS AND FINISHES SHALL BE A MINIMUM CLASS III FLAME SPREAD 21 PROVIDE FIRE EXTINGUISHERS PER CODE (EVERY 75'-0") AND FIRE MARSHALL'S INSTRUCTIONS 22 ALL PIPING SHALL BE IN WALLS OR FURRED CEILING SPACES UNLESS NOTED OTHERWISE. 23 VERIFY ALL THERMOSTAT AND ELECTRICAL PANEL LOCATIONS WITH ARCHITECT OR TENANT PRIOR TO FINAL INSTALLATION 24 ALL LIGHT FIXTURES & BALLASTS SHALL BE ENERGY SAVING TYPE. 25 WHEN OUTLETS AND JUNCTION BOXES ARE INDICATED ON OPPOSITE SIDES OF A WALL. THEY SHALL BE SEPARATED BY A MINIMUM OF ONE STUD. SYMBOL LEGEND X SECTION SYMBOL AX.X X Ax.x ELEVATION SYMBOL 1 4 X 2 Ax.x INTERIOR ELEVATION 3 X AX.X DETAIL SYMBOL Q REVISION SYMBOL 11 REFERENCE SYMBOL 101 DOOR NUMBER, SEE DOOR SCHEDULE OFFICE ROOM NAME 101 • ROOM NUMBER COVE BASE MATERIAL TYPE CB-1 TAG NUMBER AERIAL IMAGE OF SITE SCALE: NOT TO SCALE QUARTER NE_ Centerline - Gov Lot Major Water Minor Water F E FIRE EXTINGUISHER, SURFACE MOUNTED FIRE EXTINGUISHER, IN RECESSED F.E.C. CABINET AGENCY NOTES DESCRIPTION: TENANT IMPROVEMENTS TO SUITE 102 IN 'EDMONDS MEDICAL PLAZA' (AKA STEVENS MEDICAL CLINIC) ADDRESS: 21616 76TH AVE WEST, SUITE 102, EDMONDS, WA 98026 PARCEL #: 00461000100101 SNOHOMISH COUNTY LEGAL DESCRIP: SECTION 30 TOWNSHIP 27 RANGE 04 QUARTER NE HADLEYS ACRES BLK 001 D-01 - SEGD FOR TAX PURPOSES ONLY - LOTS 1,2,3 TGW E 60FT LOT 4 SD PLAT LESS 1,396 SQ FT OF MEDOFF BLDG FOR DOR EX ON00461000100102 PER ST OF WA REG #09732-003 PLAT BLOCK: - PLAT LOT: - BUILDING CODE: 2018 IBC CONSTRUCTION: TYPE V A WOOD FRAME OCCUPANT TYPE: B (PROFESSIONAL SERVICES) TABLE 1004.1.2 OCCUPANT LOAD: OFFICE 150 SF GROSS: SUITE 102 2,675 SF / 150 SF = 18 SUITE 101 1,511 SF / 150 SF = 10 TABLE 1006.3.2(2) MAX OCCUPANT LOAD WITH ONE (1) EXIT / GROUND FLOOR = 49 MAX COMMON PATH EGRESS TRAVEL DISTANCE = 75' SECTION 1017.2 MAX EXIT ACCESS TRAVEL DISTANCE, 200' (ACTUAL IS 74'-2") SECTION TOWNSHIP N.W.B.L. RANGE E.W.M. 30 27 4 on Lot Block Section - City Limits r ■ ■ Subdiv ROW Quarter Tax Acct rr Other Lot ------- Vac ROW — — — 16th Easement Other Subdiv Vac Lot ivlJvy �-ryvv)= 4 3 2 1 _ = w DEL--ST ------ Q CREST-(5554) 13 14 15 16 00 r x 11 t 05 { + 4 } ` 02 o E12�13�011: 03 N -r O -- — ALL MAPS, DATA, AND INFORMATION SET FORTH HEREIN rDATA"), ARE FOR ILLUSTRATIVE PURPOSES ONLY AND ARE NOT TO BE CONSIDERED AN OFFICIAL CITATION TO, OR REPRESENTATION OF, THE SNOHOMISH COUNTY CODE. AMENDMENTS AND UPDATES TO THE DATA, TOGETHER WITH OTHER APPLICABLE COUNTY CODE N, PROVISIONS, MAY APPLY WHICH ARE NOT DEPICTED HEREIN. SNOHOMISH COUNTY MAKES NO REPRESENTATION OR WARRANTY CONCERNING THE CONTENT, ACCURACY CURRENCY COMPLETENESS OR QUALITY OF THE DATA CONTAINED HEREIN AND EXPRESSLY DISCLAIMS ANY WARRANTY OF MERCHANTABILITY OR FITNESS FOR ANY PARTICULAR PURPOSE. ALL PERSONS ACCESSING OR OTHERWISE USING THIS DATA ASSUME ALL RESPONSIBILITY FOR USE THEREOF AND AGREE TO HOLD SNOHOMISH COUNTY HARMLESS FROM AND AGAINST ANY DAMAGES, LOSS, CLAIM OR LIABILITY ARISING OUT OF ANY ERROR, DEFECTOR OMISSION CONTAINED Z WITHIN SAID DATA. WASHINGTON STATE LAW, CH. 42.56 RCW, PROHIBITS STATE AND LOCAL AGENCIES FROM PROVIDING ACCESS TO LISTS OF INDIVIDUALS INTENDED FOR USE FOR COMMERCIAL PURPOSES AND, THUS, NO COMMERCIAL USE MAY BE MADE OF ANY DATA COMPRISING LISTS OF INDIVIDUALS CONTAINED HEREIN. Z 0 200 400 z Feet 1 inch = 200 feet A product of the Assessor's Office \ Map prorlueerl on April 16, 2021 Snohomish County, Washington p SE-19-27-04 -- --- ---- --- -------2-15TH- ST--SW -- --- --- --- --- --- --- --- —I .. 9 = 10 = = = I 8 Fm_(5659) 8 : 9 = 10: 11 (5415) = 14 = 12 13 15 ... L ........ = L �J 7 6 SIESTA GLEN Q 8 5 4_ 3= 2= 1 01 02 - 21-5-T-H--PL-SW- ----- - - 0 9 7 • n = CP Q_Q-R7 00 PROJECT TEAM TENANT: MTI PHYSICAL THERAPY 1560 140TH AVE NE SUITE #100 BELLEVUE, WA 98005 CONTACT: JIM RIVARD PHONE: 425.746.2475 EMAIL: jimrivard@mtipt.com ARCHITECT: ARCHITECT DAVID SOVA 16915 SE 272ND STREET SUITE 100-180 COVINGTON, WA 98042 CONTACT: DAVID SOVA AIA PHONE: 206.617.9010 EMAIL: david@dsdaa.com DESIGNER: JENNIFER GARDENER DESIGN CONTACT: JENNIFER GARDENER PHONE: 206.940.6589 EMAIL: jgardner@jennifergardnerdesign.com CONTRACTOR: TBD LICENSE # CONTACT: PHONE: EMAIL: R3E_ R4E R5E R6E R7E R8E R8E R10E R11E 1 LLL!L1_,4 i (5C 16 = 15 = 14 13 Q 26 _ Iq O N O ------ N 1Y PARIK ADD Z g 3 = 2 = 1 cn 1 8 Y 1 8 1-003 1 — — — - - - - - — - — z W 5 4 2 w 7 c- 2 7 1-004 ob 01 ( 83) �,�' z 59- T1-014 i 1-079 z ai o 6 Q 3 6 1-005 1 2-026 \r 'f,V 1,V,','r, 7 J F',i Y.44i Y,i'�,V I �� 1+;++,'+� 1-019 m 4 c� 5 4 5 1-006 0 2 01 o�O Y '��' 00 SP S-31-76 ' _ ° 1-015 y 2 1 `�'ti +�L u 1 1 6 1-086 _� 1-087 rn o Off' +� 2-024 1-012 ,o+ Q 2 7 1-007 oN D--i! 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' z 1 _ =k t 1-044 T w;T ' t%� ., _ _ = a H 5 (9358) (7057).. - 10 _'� 03 9 01 (5129) 1 w 7 Q 2 6 �— ,_ g w 14 2 T 9 13 1 + — — — - - - - - ROJECT GOLDEN LEAVES � 1 OCA SON (A CONDO) 3 5 10 MEADOW MOOR 12 01 6798 ( ) 11 + 02 R -12- 7 1 0305 1 2 Quo LEGEND WE MCGR - ISLES 5 z z= z M o W CD 0 cu ° ~ > ti -' w v `° z Q ESTATES 6 CONDO 02 Qv Lu = O PH 1 HOMES 01 _1 J o CONDO 7 4 _ 01 13 Q o (8167) 04 02 02 Q (10330) PH 2 (5295) _ INDEX TO DRAWINGS A0.1 COVER SHEET A1.0 EXISTING FLOOR PLAN A1.1 PROPOSED FLOOR PLAN A1.2 REFLECTED CEILING PLAN A2.0 INTERIOR ELEVATIONS DIFFERED SUBMITTALS ELECTRICAL PLUMBING HVAC FIRE ALARM NORTH Stamp Architect David Sova dsdaa.com 7402 I REGISTERED W DAVID SOVA TATE FWASHINGTON Copyright © 2019 David Sova Project Title: MTI Physical Therapy Edmonds Medical Plaza Suite 102 21616 76th Ave West Edmonds, WA 98026 Sheet Title: Cover Sheet Scale: As Noted Drawn by: Date: Sheet Number: WDS 06/10/21 Checked by: Job Number: AO • VICINITY MAP SCALE: 1" = 200' Stamp Architect David Sova dsdaa.com 7402 I REGISTERED DAVID SOVA TATE Fy�ASHINGTON Copyright© 2021 David Sova Project Title: MTI Physical Therapy Edmonds Medical Plaza Suite 102 21616 76th Ave West Edmonds, WA 98026 Sheet Title: Egress Diagram Scale: As Noted FLOOR PLAN SCALE: 3/16" = V-0" NORTH Drawn by: Date: Sheet Number: WDS 06/10/'21 Checked by: Job Number: AO • 2 FLOOR PLAN SCALE: 3/16" = V-0" NORTH Stamp Architect David Sova dsdaa.com 7402 I REGISTERED DAVID SOVA ATE F1N/�HINGTON Copyright© 2021 David Sova Project Title: MTI Physical Therapy Edmonds Medical Plaza Suite 102 21616 76th Ave West Edmonds, WA 98026 Sheet Title: Existing Floor/Demo Plan Scale: As Noted Drawn by: Date: Sheet Number: WDS 06/10/21 • O Checked by: Job Number: A V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V ROOM# HAND SIZE DOOR THICKNESS DOOR FACES FACE FINISH DOOR FRAME FRAME FINISH HARDWARE GROUP NOTES EXISTING VARIES 3'-0" x T-0" 1 3/4" WOOD PAINT STEEL PAINT '1' EXISTING DOORS: SOLID WOOD SLAB BUILDING STANDARD DOOR 102 RIGHT 3'-0" x T-0" 1 3/4" WOOD PAINT STEEL PAINT '1' TREATMENT 102: SOLID WOOD SLAB BUILDING STANDARD DOOR 103 LEFT 3'-0" x T-0" 1 3/4" WOOD PAINT STEEL PAINT '1' TREATMENT 103: SOLID WOOD SLAB BUILDING STANDARD DOOR 107 N/A 3'-0" x T-0" 1 3/4" WOOD PAINT N/A N/A N/A STAFF 107: SOLID WOOD SLAB, FACE MOUNTED, SLIDING BARN DOOR DOOR SCHEDULE SCALE: 1/4" = 1'-0" 250S125-25 GA STEEL BRACES EVERY 4'-0" O.C. ATTACH SECURELY TO STRUCTURE WITH (3) #10 SCREWS SHOE FLANGE SECURED TO TOP TRACK WITH (2) #10 X 3/4" SCREWS (DO NOT ATTACH TO GRID) SUSPENDED CEILING 5/8" GYP BOARD TYP METAL STUDS TYP 0 11 NOTES I1 . LATERAL BRACES AT PARTITION 3. DO NOT ATT2. BRACES ACH O ACHOR CQONRED NECTVWAOLNS TO CEILING INTERSECTING WALLS NG GRID ON WALL BRACE &LARTIT' SCALE- 1 1/2" = 1'-0" RATING 02 Fire UL# BRACE EVERY 4' FRAME: Size/GA Spacing > 1.5S125-18 16" O.C. FACING: Material Thickness EXISTING CEILING ' GWB (2) 1/2" NOTES: SEE NOTES A,B ' 2 LAYERS HIGH DENSITY 1/2" GWB EACH SIDE A) PARTITION WALL BRACED TO STRUCTURE HIGH DENSITY CLOSED CELL B) GYP IS ATTACH WITH 1-1/4" TYPE S #6 SPRAY FOAM INSULATION ,. COATED STEEL SCREWS SPACED 8" OC 'AT' FOAM EDGES AND 12" OC IN THE FIELD. JAKE RAYL - 425.999.5699 www.at-foam.com 'C) CONTINUOUS BEAD OF SEALANT 150S125-18 STUDS @ 16" O.C. D) SILL TRACK IS ATTACHED TO CONCRETE DECK EXISTING WALL STUDS WITH POWDER DRIVEN FASTENERS @ 24" O.C. MIN 3/4" EMBEDMENT > 1/2" AIR GAP -MINIMUM BRIDGING SEE NOTE 'D' SEE NOTE'C' SEE NOTE"C' STRUCTURE RATING 01 Fire U L# FRAME: Size/GA Spacing 362S125-18 16" O.C. FACING: Material Thickness BRACE EVERY 4' EXISTING CEILING GRID EXTERIOR WALKWAY SUITE 101 0 F_ 3'-0" 3'-0" L. 3'-0" L. 0 I ro CD co co co L EXISTING DOORS NEW DOORS NEW BARN DOOR HARDWARE GROUP 1: HAGER BB1279 X 630 X 4.5 X 4.5 NRP BALL BEARING HINGES SCHLAGE F40ELA PRIVACY SET GLYNN-JOHNSON FB-13 X 630 (OR SIM) HARDWARE GROUP 2: FACE MOUNTED BARN DOOR TRACK - TBD DOOR HARDWARE NOTES PER 2018 IBC CHAPTER 1010.1: 1010.1.3 DOOR PUSHING OR PULLING FORCE (OTHER THAN FIRE DOORS) SHALL NOT EXCEED 5 POUNDS. DOOR LATCHES OR CATCHES SHALL RELEASE WITH A MAXIMUM 15 POUND FORCE. 1010.1.9.1 DOOR HARDWARE. LEVER STYLE HANDLES AND OTHER OPERATING DEVICES ON DOORS SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST TO OPERATE. 1010.1.9.2 OPERATING DEVICES SHALL BE INSTALLED AT 34 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE FINISHED FLOOR LAUNDRY TORAGE a o 110 A2.0 COMMON BUILDING TOILET ROOMS ARE PROVIDED ACROSS THE HALLWAY HALLWAY GYM 2 111 M I TYP < 02 I ALIGN 11'-9" I F 7 TYP 5 TREATM NT 104 ALIGN 1 V-5 3/4" GYM 1 109 TREATMENT 105 1 L � ALIGN o W � J / v N W 4 A2.0 4A 5 .0 4A _J_ Az.O L_ � NOTES: A > PARTITION WALL BRACED TO STRUCTURE 0 LOUNGE STAFF B) GYP IS ATTACH WITH 1-1/4" TYPE S #6 R 1 O8 107 COATED STEEL SCREWS SPACED 8" OC EDGES AND 12" OC IN THE FIELD. C) N/A D) SILL TRACK IS ATTACHED TO CONCRETE DECK SEE NOTES A,B WITH POWDER DRIVEN FASTENERS @ 24" O.C. MIN 3/4" EMBEDMENT 5/8" GWB EACH SIDE 2 018 IEBC COMPLIANCE METHOD: 'LEVEL 2' ALTERATION PER SECTION 603. CALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF IEBC CHAPTER 7 SEE NOTED' LEVEL 1 ALTERATIONS AS WELL AS THE PROVISIONS OF IEBC CHAPTER 8. 1 STRUCTURE WALL TYPE FLOOR PLAN SUIT 102, RECEPTION 101 1 F 2 )—I— I A2.0 A2.0 4'-5" 2'-8" CLEAR 02 lUl /n\ Z ���JJ z 07 En Q X 102 io 1 NEW F_ NEW - TF EATMENT L 1 -5-07 Q EAR 12'-1 1/2" Elm TREATMENT III �—] L- THE DASHED LINES SHOWN AT DOORS, SINKS AND TOILET ROOMS INDICATE THE CLEAR MANEUVERING AREA AND APPROACH SPACES REQUIRED FOR COMPLIANCE WITH ACCESSIBILITY PER 2018 IEBC SECTION 305 AND THE 2009 ICC A117.1 - 1 30X48 CLEAR MANEUVERING SPACE EXISTING GRAB BARS PHOTO VERIFICATION PROVIDED PRIVATE 4112 ADJACENT OFFICE TENANT NORTH Stamp Architect David Sova dsdaa.com 7402 I REGISTERED W DAVID SOYA TATE FWASHINGTON Copyright @ 2021 David Sova Project Title: MTI Physical Therapy Edmonds Medical Plaza Suite 102 21616 76th Ave West Edmonds, WA 98026 Sheet Title: Proposed Floor Plan Scale: As Noted Drawn by: Date: Sheet Number: WDS 06/10/21 Checked A by: Job Number: ' ` l • 1 SCALE: 1-1/2" = 1'-0" SCALE: 3/16" = 1'-0" CEILING GRID SEISMIC BRACING STRUCTURE STEEL STUD TRACK ATTACHED TO STRUCTURE WITH MIN OF (2) #10 SCREWS WITH WASHERS AT 24" O.C. < 9'-6" TILE CEILING 5/8" GYP BOARD TYP METAL STUDS MATCH PARTITIONS WALL BELOW < 8'-2" TILE CEILING (EXISTING GRID TO REMAIN) CEILING TRANSITION SCALE: 1 1/2" = 1'-0" F//// STRUCTURE STEEL STUD TRACK ATTACHED TO STRUCTURE WITH MIN OF (2) #10 SCREWS WITH WASHERS AT 24" O.C. DIAGONAL BRACE (SAME STUD TYPE) EVERY 4' < 8'-6" ACT CEILING TYP 150S125-18 STUDS @ 16" O.C. 5/8" GYP BOARD TYP CEILING TRANSITION SCALE: 1 1 /2" = 1'-0" "T" BAR CEILING LATERAL BRACING CLUSTER AND SUSPENSION WIRE KEY NOTES; OLATERAL BRACING CLUSTER: (4) 12 GA. GALV. SOFT -ANNEALED MILD STEEL WIRES SECURED TO MAIN RUNNER WITHIN 2" OF CROSS "T" AND SPLAYED 90 DEGREES FROM EACH OTHER AT 45 DEGREES MAX. ABOVE HORIZONTAL. CLUSTERS PLACED 12'-0" O.C. X 8'-0" AND 4'-0" MAX. FROM EACH WALL. WIRES SHOULD BE TAUGHT WITHOUT CAUSING CEILING TO LIFT. OPROVIDE VERTICAL SEISMIC COMPRESSION STRUT (MIN 3/4" DIA. CONDUIT) @ 12'-0" O.C. EACH DIRECTION. SECURE WIRE TO MAIN RUNNER WITHIN 2" OF CROSS "T". CONDUIT TO OCCUR AT EVERY LATERAL BRACING CLUSTER AND SUSPENSION WIRES TO OCCURE AT 4'-0" O.C. MAX EACH WAY. 0 FASTEN RUNNER TO PERIMETER WALL ANGLE AT (2) ADJACENT SIDES ORUNNER ENDS AT OPPOSITE WALLS FLOAT FREE ON PERIMETER ANGLE CEILING PLAN SCALE: 3/16" = 1'-0" SYM TYPE DESCRIPTION QTY WATTS EA. TOTAL NOTES - EXISTING 2X4 RECESSED TROFFER OR SURFACE MOUNTED IN A FACTORY FRAME 38 60 WATT 2,280 LED 0 - EXISTING WALL SCONCE OVER LAVATORY IN PRIVATE TOILET EXISTING RECESSED CAN LIGHTS SELF ILLUMINATING LED EGRESS LIGHTING 1 24 WATT 24 FL O - 10 18 WATT 180 FL - N/A ® - SELF ILLUMINATING LED EXIT SIGN MAXIMUM OF 5 WATTS N/A NOTES: a) 2018 WA NREC LIGHTING COMPLIANCE SUMMARY ATTACHED TO PERMIT SUBMITTAL LIGHTING SCHEDULE SCALE: 1 /4" = 1'-0" TOTAL WATTS: 2,484 NORTH Stamp Architect David Sova dsdaa.com 7402 rev �V DAVID SOVA ATE FWASHINGTON Copyright © 2021 David Sova Project Title: MTI Physical Therapy Edmonds Medical Plaza Suite 102 21616 76th Ave West Edmonds, WA 98026 Sheet Title: Ceiling Plan Scale: As Noted Drawn by: Date: Sheet Number: WDS 05/24/'21 Checked by: Job Number: A1.2 PAINT SOFFIT, CODIAN TRANSACTIO1 COUNTED 5TAIN GRAPE WOOD PLAN STACK WA5HE O'F'C DECEPTION DESK 5CA,L : 2" - I ' -0" NOTV 1IV1 1 1 -A✓)11 IV// /1 IAl 1 ✓ 1 1-11 -111 5TAFF OFFICF 5CAL E : 2" - -0" crr i i�i �x ��i �rni u r NOTE; LAUNDRY DOOM PA5E CA131NFT5 5HALL DF 24" PEEP ANP UPPED CABINETS SHALL K3E 61 PEEP �� LAUNDRY/ STORAGE ROOM SCALE: 2" - -0" ALL UPPED CA131NW5 5HP41L D3 LOCKA3LF & INCLUPE INTFPIOD POWER OUTLFT ( 120 V + U5P PORT) OPEN 5HELVE5, TYP, -v 0 O O co ALL LOWED CA131NFT5 SHALL 13F LOCKABLE ANP INCLUDE ROLLOUT 5TOD46F TP�AY5, CODIAN WRAP TO FJA 11 5TAI1` WOC 2X4 DECEPTION PE% 5CALE; 2" - I' -0" OILING LINE AnJ, ffM5 FLAM FINISH @ FXFO5E12 5UDFACF5, ff. WIDE FULL, ff, RAM FIN15H ON 01 COUNTFITOF & F%G DAKK5 MF% PP\ACKFT5 or, WA DUPM, PA5F, 5TAFF OFFICE COUNTED/ CA131NFT 5FCTION SCALE; III- I'-0" � CEILING LINE AnJ, 5HELVF5 FLAM FIN15H @ FXFO5E12 51]I?FACF5, ff. WIDE FULL, TYF' 4" NIGN PACKRA51d AP15WLF SHELVE5 /-ODIAN TRAN5ACTION COUNTED -LAM WODK5WFACE NOTE; CORDIPOD 13A5E CVINFT SHALL DF 24" DEEP ANP UPPED CA131NFT SHALL P3 121, PEEP CODRIPOD SINK 5CA, 2" - I ' -0" IN."A I/ NLIL'II lil, Nu I,_1I_/uI KITCHEN/ STAFF LOUNGF SCALE; 2" - I'-0" 4" THICK CU5HI0 13Y OTHFD5 2'' THICK F3ENCH ENP PANEL, TYP, 4" NIGN TOF KICK PLAM FIN15H LAUNDRY/ 5TODA E COUNTER/ CA131NFT 5ECTION LOCKER/ 13%CH OILING LINE ADJ, ffM5 FLAM FIN15H @ W05FP 51JDFACF5, TV, WIDF FULL, TT. 4" HIGH PACK5FLA5H 19" ( MAX) LEVFF STYI F NANbLFS N5ULAf 5JRYANP PPAIN -�I 11 FIFE5 UNPFD SINK FFWPIFb KNEE/ TOF CLFMANCF CODDIPOD SINK CABINET SECTION 5CA, 2" - I ' -0" 2MIL; KW/ TOF CLEAPANCF 8" MIN v z z — � N II" MIN EDMONDS EDMONDS MEDICAL PLAZA 21616 76TH AVE W EDMONDS, WA ARCHITECT: DE.5lGNER: JENNIFER GARDNER DESIGN � OILING LINE AnJ, 5NFLVF5 FLAM FINI5H @ W05E12 5UDFACE5, ff. I�— WIDE FULL, ff, 1 4" NIGN PACKRMH 19" (MAX) LEVER STYI,F HANnLES bETAIL KNFF/ TOF CLFAp�ANCE 8" MIN N51AT1 5UFFLY ANP MIN FIFF5 UNM 51NK v FWIJRFb KNEE/ TOE CLFMANCF N MIN 1Q 06/24/19 DS 6/23/21 Correction letter Note Date Author Description REVI510N5: &KITCHN/ 5TAFF LOUNGE COUNTED/ CA131NFT 5EC1TN 5CALF ; 2" - -0" JT� 8 PLAM OPEN CUI M, TYP, ACH TO WALL PER JUFACTUDED'5 OMMFNPATION5, PDOVIDF ;KING A5 IFQUIDEP, T UP PLATFORM. M PLAN NUMF)ER: DRAWING TITLE: INTERIOR ELEVATIONS 1 /2"=1,_0„ 24x36D PLOT DATL_: 05.24.2021 A200 SCALE: 2" SCALE: III- -0"