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APPROVED BLD ENG FIR PLN RESUB 1-BLD2024-0117+Architectural_Plan+3.13.2024_1.58.56_PM+4128132ABBREVIATIONS ACCES Y I I IN A NETWORK ACH ABOVE COUNTER HEIGHT LAM LAMINATE AC STI CE I E V YAj I A CU TOR I E ADJ ADJUSTABLE LRV LIGHT REFLECTANCE VALUE AFF AWWV&FIWHED FLNOIPNI&n n IVI Q T= AL A ALT E A AX U ARCH ARCHITECT URAL MDF MEDIUM -DENSITY VG AVFRAnF IMFD I MANUFACTUR �191y��PtlagltP.1� . ' ===----MoffWT IVU!". _ r 0 "M 14 ■ 0 T a" 911A'I I 'r . �.r ® NOT r R! 1 . � r, _ ►r _ _ ; . ��JI ;r .."11 �' � 1 � ���il!� :�i R, [ NITROUS r r] 71. I� DEMOLITION ;T DET DETAIL PNL PANEL DF DRINKING FOUNTAIN PORT PORTABLE DIA DIAMETER PREFAB PREFABRICATED DIFF DIFFUSER PLAM PLASTIC LAMINATE DIM DIMENSION PLAS PLASTER DISP DISPENSER PLYWD PLYWOOD DIV DIVISION R DN DOWN DR DOOR RAD RADIUS DW DISHWASHER RCP REFLECTED CEILING DWG DRAWING PLAN DWR DRAWER REF REFRIGERATOR E REQ REQUIRE (D)(MENT) REINF REINFORCE(D) ELEC ELECTRICAL (ING)(MENT) ENGR ENGINEER(ED) REV REVISION ENTR ENTRANCE RM ROOM EQ EQUAL RO ROUGHLOPENING EQUIP EQUIPMENT RP RESINBPANEL EXIST,E(E) EXISTING RR RESTROOM EXPS EXPOSE(D) EXT EXTERIOR F SCR SCRIBE SECUR SECURITY F FIXED SF SQUARE FEET FAB FABRIC SIM SIMILAR FE FINISHED END SPEC(S) SPECIFICATION(S) FIN FINISH SS SOLIDB SURFACE FPLC FIREPLACE STD STANDARD FR FIREBRAT ING ED STL STOOL FRMG FRAMING ST STONE FLR FLOOR(ING) STRUCT STRUCTURAL FCIC FURNISHED & INSTALLED BY CONTRACTOR SURF SURFACE SV SITETVERIFY FOIO FURNISHED & INSTALLED BY OWNER SYS SYSTEM(S) SLB SLAB FOIC FURNISHED BY OWNER INSTALLED BY CONTRACTOR STN STAIN T FURN FURNITURE FS FLOOR SINK TIL TILE FRP FIBERGLASS REINFORCED PLASTIC TBD TO BE DETERMINED G TEX TEXTILE THK THICK GA GAUGE TI TENANT IMPROVEMENT GL GLASS TBL TABLE GWB GYPSUM WALL BOARD TRANS TRANSPARENT GYP GYPSUM TYP TYPICAL GR PRINTED GRAPHIC TV TELEVISION H TR TRIM U HD HEAD HDWD HARDWOOD UTIL UTILITY HDWR HARDWARE UNO UNLESS NOTED OTHERWISE HM HOLLOW METAL V HORIZ HORIZONTAL HR HOUR VAC VACUUM HW HOT WATER VERT VERTICAL HT HEIGHT VFY VERIFY HVAC HEATING,VENTILATING, VIF VERIFYAIN FIELD AND AIR CONDITIONING VIN VINYL I W INFO INFORMATION W WITH INSUL INSULATION WC WATER CLOSET INT INTERIOR WB WALL BASE J WD WOOD WH WATER HEATER JAN JANITOR WOD WASHER OR DRYER K WAO WITHOUT WT TWEIGHT KIT KITCHEN WP I WEATHER PROOF +46" INDICATES HEIGHT ABOVE FINISHED FLOOR OR ABOVE FINISHED GRADE TO TOP OF DEVICE. A T D E S I G N S T U D I 0 9031 21 STAVE SW SEATTLE, WA 98106 LU st TEL. 206.322.4323 ` r* FAX. 206.322.9177 �► Q '.. E-MAIL: INFO@CATCHSTUDIO.COM = L WWW.CATCHSTUDIO.COM ..� o co ARCHITECT: AND FACILITIES 3. SUITE LETTER TO BE VISIBLE AT STORE a - a 6192 FRONT. _ ` /, ON REGISTERED DFM BURT `.• Os :�'t� M ARCHITECT - - PROPERTY DESCRIPTION: SECTION 36 TOWNSHIP 27 RANGE 3 QUARTER NW 440')e•. WESTGATE PARK DIV 2 BLK 002 D-03 LOT 2 PER CITY OF ED SHEET INDEX � THAN SUTAN LLA PLN 20170048-BLA REC AFN 201711085004 BEING A PTN OF LOTS 7, 8, 9, & 10 EXST PLAT' STATE OF WASHINGTON CS1: PROJECT INFORMATION, VICINITY MAP, SITE PLAN USE CODE: 539 OTHER RETAIL TRADE NEC YEAR BUILT: 1962 Al: EXISTING FLOOR PLAN, EXISTING CEILING PLAN �R�FI �✓� �R9pFi9 BUILDING NET SO FT: 6,000 SQ.FT A2: PROPOSED FLOOR PLAN - 0 rYI�NF \ i • 0 ''� G PROJECT AREA: 1,325 SQ.FT Al ISOMETRIC: KITCHEN EQUIPME CONSTRUCTION TYPE .vB............... • ';� { �OpFR 670,>, , STORIES: 1 ; B r ft A4: FRAMING PLAN, ELEVATIONS OCCUPANCY GROUP r CONSTRUCTION CLASS . MASONRY ------------------ „� �� 0 CONSTRUCTION TYPE : V-B A5: REFLECTED CEILING PLAN :24------------ - (g, N�Pok OCCUPANT LOAD RFSTq� F j PRESENT USE : B-BUSINESS (WESTWAY CLEANERS) A6: SUSPENDED CEILING DETAIL Lj Mm �' : • PROPOSED USE : B-RESTAURANT AT ENLARGE RESTROOM SPRINKLERS: NO E1: OUTLET AND DATA PLAN +� q�RANTJ • PARKING: ADEQUATE `r CONSTRUCTION COST: $80,000 ~ - ThFUP i +I r r:4 (g,gUs ��TpRF P a APPROVED BY PLANNING y ENGINEERING DIVISION eparate Plumbing, Mechanical and applicable Fire APPROVED AS NOTED permits required. Sg1//SPA ' - �-�/�-- 7/-e�3/27/2024 DRIVE AISLES SHALL Mar 15 2024;- r.Z,.�yRoM i REMAIN OPEN. �XISTINGRCityOf Edmonds .� r�,, 4 t TRASH ENCLOSURE - - PROJECT TEAM Building Department 7'-7" "rRgNC OWNER. NASSEM GHUNAIM-------------------------------------------------------- E TEL:206.643.9502 'Work. NEW TI .. _ � _ „ , _, _ � _ _ _ PROPERTY LINE - -_-� - LANDLORD: HBC MAGNOLIA LLC. WESTLAKE VILLAGE LLC Address 10000-10016 EDMONDS WAY #A -------9. DESIGN TEAM: CATCH DESIGN STUDIO Dwner GYRO MAKERS • ------------------------------------------- - 9031 21 ST SW ..................... SEATTLE, WA 98106•---------------------------------------• Approved Date 04/01 /2024 � 5 10 JOBSITE CONTACT: NOS NARIN � i ,� TEL'. 206.322.4323 it in ffi i' - 1,325 SQ.FT. u d g 0 c �Ei�(i(/ E-MAIL: NOS@CATCHSTUDIO.COM """""""""" """""" "" ARCHITECT OF RECORD: BLD2024-01 l'7 ermit Number THAN SUTAN N � TEL: 206.240.8650 E-MAIL: THAN@CATCHSTUDIO.COM PROJECT STATISTICS SCOPE OF WORK SITE PLAN I SCALE:1/3211 = 1'-011 SITE ADDRESS : 10016 EDMONDS WAY #A, EDMONDS, WA 98020 TENANT IMPROVEMENT: INTERIOR ALTERATION TO THE EXISTING F-DRY CLEANER PARCEL NUMBER . 00610700200803 (WESTWAY CLEANERS) TO B-RESTAURANT (GYRO MAKERS). ADDING COMMERCIAL - CODES USED : 2018 INTERNATIONAL BUILDING CODE (IBC) KITCHEN EQUIPMENT. INTERIOR FINISHING PROPOSED PER PLAN. INSTALL NEW PLUMBING (STATE OF WASHINGTON AMENDMENTS) SYSTEM. 2018 INTERNATIONAL EXISTING BUILDING CODE (IEBC) 03-19-2024 ��o (PRESCRIPTIVE METHOD, CHAPTER 3) RESUB 1 PLAN REVIEW (STATE OF WASHINGTON AMENDMENTS) NOTES: APPROVED N 1. SEPARATE PERMIT REQUIRED FOR Approved _ 2018 INTERNATIONAL ENERGY CODE (IEC) HOOD SUPPRESSION SYSTEM. DFM CMr�s gust ` 2018 INTERNATIONAL FIRE CODE (IFC) 2. SEPARATE MECHANICAL PERMIT South County Fire 1 . 2009 ICC-Al17.1 ACCESSIBLE AND USABLE BUILDINGS REQUIRED FOR TYPE 1 HOOD. I Date: 03/19/2024 LEGEND DET BUILDING SECTION 1 BUILDING SECTION SHT WALL OR DETAIL N DET NORTH ARROW SHT SECTION DET DETAIL SECTION SHT (NON -DIRECTIONAL) CENTERLINE DET ENLARGE FIRST FLOOR PLAN DRAWING LABEL SHT DETAIL REFERENCE 1 1/8" = 1'-0" FIRST FLOOR ELEVATION TARGET GRAPHIC SCALE EL.100'-0" 0 5' 10' 20' DET EXTERIOR ELEVATION BREAK LINE SHT DET 1 4 DET 2 INTERIOR ELEVATION REVISION CLOUD AND NUMBER 3 ° OFFICE ROOM NAME AND +101'-0" SPOT ELEVATION 046 ROOM NUMBER 1 - CEILING ALIGN TYPE CEILING HEIGHT ALIGN NOTE 1 CEILING HEIGHT < > 1 001 WINDOW NUMBER A COLUMNS GRID AND BUBBLES (K)DOOR NUMBER WALL TYPES ADA PARKING TYPICAL DETAIL MINIMUM STANDARD DOUBLE -ACCESSIBLE PARKING SPACE ONE VAN -ACCESSIBLE DESIGNATION REQUIRED RESERVED PARKING SIGN SIGN ACCESS AISLE ® ACCESS AISLE R7-8 OR7-9 NO OR NO OSIGN R7 9 PARKING PARKING RESERVED VAN SIGN SIGN PARKING ACCESSIBLE R7-8A OR7-9AF& AQCES,SIBIX ROUTE IGN SIGN LOCATION LOCATION I= < 2' _ _ _ _ 2' 2' 2' WHEEL STOP 36 DEGREES LU (TYP) TYP. *CURB RAMP (SHALL NO XTEND Y INTO THE ACCESS AISLE) WHITE 4" CD 36 LINES 36 = DEGREES 2f ACCESS IT TYP 3 LU AISLE 4' ANGLE ORIENTATION NO � FOR FIELD LAYOUT PARKING PAVEMENT MARKINGS REQUIRED. SEE FIGURES 6 & 7 FOR DETAILS 9' MIN. 8' MIN. 9' MIN. * DETECTABLE WARNING SURFACE REQUIRED IF CURB RAMP LOCATED WITHIN PUBLIC RIGHT OF WAY NORTH VICINITY MAP I SCALE: N.T.S Woodway ' PROJECT TITLE: GYRO MAKERS 10016 EDMONDS WAY # A, EDMONDS, WA 98020 LU SHEET TITLE: x - PROJECT INFORMATION O VICINITY MAP, SITE PLAN T .. REVISIONS: 10 BLD2024-0117 C DATE: 02/14/2024 dD r � NOTE: EXISTING ADA PARKING TRAVEL DISTANCE TO THE MAIN ENTRANCE. PARKING AND ACCESS AISLE SLOPE 2% MAX IN ANY DIRECTION 01 IL x /1 #1, 3 OTHER PERMITS: PLUMBING: BLD2024-0178 HEALTH:SR0053221 22-01h St SW Ideal Senior Care 2241h St SW o° Edmonds o c Pres terean Church 9 Best Towing '° w Argo 226th st sw �`'`° �'S -� 9 Services Edmonds `� 2Fm st sr. rnonds Memorial 10 Es erance o�Rd © rnetery P CATCH DESIGN STUDIO Q.Clips 01 W ESTGATE Gre CIps8 —_ Westgate Chapel 2$th•St-SW DRAWN: NOS NARIN a` N Deet r = Sherwood "' St Michael 230th St SW Deer creek Park L Elementary School Ethiopian orthodox- CHECKED: 9 JOBSITE 231stStSW SCALE: AS NOTED Scriber Lake High School o = rth American Martyrs Hody Ln 9 1 Ctholic Church n Wac'husett Rd " Maple Lin � 234th Si SYi 2 3 A 7 SFOREST OOD QEdmo s Heights K-12 z Whirl Ba a 234th PI SW Y < Edmonds Learning g the r — — _ � FILE: GYRO MAKERS A 2�6th St SW S eway Z3E h St ® INTAKE2.4 MB 03.13.2024 Q 3 OrO odontjcs Exclus1V e Hickman Park a 3? ; 238th 5t SW 238th st sw 238th -SW 10Madrona K-8 School T{avelodg= DATE: 03/13/2024 Carla Nichols Reserve Seattle No' ":- �YeIIS John Bush Play Area © © Meir ke Car Care Center 140t11StSW 2401h St SW n 2401h PI SW > 24Cth PI SW I 3 �Alon Asphalt tiy0th St p RESUB r- a o 241 st Pl SW m tOd iEagleLn D m , s FIRDALE VILLAGE - 242ndStSW 99 SHEET# sc o ar Mar 13 2024 243rd PI SW Q Brackett Apartments CITY OF EDMONDS DEVELOPMENT SERVICES 1 I Y• �:7 -lr`S A DEPARTMENT MM 2c," 5- n A N 20 4th St a ro 3 W Kruckeberg D D NW ' < ro N 2a3rd St T Home Depot p Botanic Garden j n 0 Cx ; N 202nd St NW 201st Si ? �, NW 201 st St Z Z Z Costco Wholes 1 ^' NW 2D:s`St ( Ruth Ashley 9 ' Go Natives- Nursery Q o Y s J— �_ Lewing• LMP V N 200th St Er'to —NW 199thSt D NW 19ath St m z Emily Ann Photography Q 3 s Lake Park z 2 rn HILLWOOD N 199ih `r t z $ Nw 14ath st Melvin G Svre A NORTH Richmond Beach Library Elementar} King s Elementary Schadl Livetraffic Fasrt�titil� s+o.v ayS Inn: ndha`r 0 a eattl t OFAI D E S I G N S T U D 1 0 EXISTING MAIN ENTRANCE EXISTING FLOOR PLAN SCALE : 1/4" = V-0" EXISTING DRYWALL CEILING 8'-0" A.F.F. aJV— I 17'-411 3' 4'-1011 T T _1 M (E)F1 (E)F1 j1 EXISTING T-BAR CEILING 8' 4'-1011 13'-211 co M )F1 )F1 )F1 r )F1 )F1 )F1 )F1 ---- )F1 ® ( )F1 91 51-411 )F1 EXIST )F1 3ARCEILING )F1 NG T- 1-4 149 A.F.F. )F1 EXI )F1 )F1 (E)F1 60 EXISTING REFLECTED CEILING PLAN SCALE : 1/4" = V-0" 9031 21 STAVE SW SEATTLE, WA 98106 TEL. 206.322.4323 FAX. 206.322.9177 E-MAIL: INFO@CATCHSTUDIO.COM WWW.CATCHSTUDIO.COM ARCHITECT: 6192 REGISTERED ARCHITECT THAN SUTAN STATE OF WASHINGTON PROJECT TITLE: GYRO MAKERS 10016 EDMONDS WAY # A, EDMONDS, WA 98020 SHEET TITLE: EXISTING FLOOR PLAN EXISTING REFLECTED CEILING PLAN REVISIONS: A\ BLD2024-0117 DATE: 02/14/2024 OTHER PERMITS: PLUMBING: BLD2024-0178 HEALTH:SR0053221 CATCH DESIGN STUDIO DRAWN: NOS NARIN CHECKED: SCALE: AS NOTED FILE: GYRO MAKERS A INTAKE2.4 MB 03.13.2024 DATE: 03/13/2024 SHEET# RESU B Mar 13 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 15 DISH WASHER r 14 CLEAN TABLE 36"X30" 002 k EXIT TO � PARKING 00 v o W(E EXISTING ELECTRICAL PANEL I 3 COMP. SINK J 16 �� @ - (N)FD 11 REACH -IN FREEZER 54" 36'-1 " 17'-4" 3' 4'-10" \ / WORK TABLE EXISTING WIRE SHELVING NoF of 24"X36" WATER HEATER 24"X48" MEAT SINK gG SINKMOP SINKCD 13 WORK TABLE 3'-2" 30' X60" HAND cij o SI = co �cc 7 W J 5 CD Z `a"� 0 CD 1\/I 4 I= Cn Cn U GRIDDLE - 36"X30" IT CD IIr W 6 zJ ao cno 2 GYR 5'-10" �,w wa EMo� 1 0 CC o¢ 77 J = Y Q U_ d M LASS K PORTABLE FIRE EXTINGUISHER V4` 10 SANDWICH (2057/ GRILL NEW SHORT WAI W V CD Ln aCC CC W W J W 0 mC, U 30"X48" LASS K PORTABLE C- FIRE EXTINGUISHER Cl) 19 �, 20 21 22 J (p M W Co =x w INSTALL 48" A.F.F. SLASH GUARD BELOW GRADE 25 N BETWEEN VEG SINK AND MEAT SINK GREASE INTERCE TOR 3' 12 13'-2" z� 11 cc U W WJ C) cc oU = T ti z J (p W 4, I 12 COOLER 54" 23 or N NEW UNISEX W N) RESTROOM o (FD 3 II I I I STING POST I �---- FIRE EXTINGUISHE 2-A:10-B:C RATED 911z 0.3 CO ti 30"X30" M 3' 30"X48" "' a a � y � W H = W W c� v z � W Z u W W 30"X30" 3, 30"X48" EXIT 001 4'-10" 6' 1 22'-11 " INSTALL ACCESSIBLE EXIT SIGN, INSTALL A SIGN THAT READS "THIS DOOR TO REMAIN UNLOCKED WHEN MAIN ENTRANCE THIS SPACE IS OCCUPIED." N PROPOSED FLOOR PLAN SCALE : 1/4" = V-0" LEGEND (E) EXISTING FLOOR SINK (N) NEW OO FLOOR DRAIN ® FUNNEL FLOOR DRAIN 5% OF THE SEATING SHALL BE ACCESSIBLE 1„ AND DISPERSED THROUGHOUT THE DINING AREA. SHOW FOR ACCESSIBLE SEATING SPACES AS REQUIRED PER IBC 1108.2.9 INSTALL MAXIMUM OCCUPANCY LOAD SIGN "MAXIMUM OCCUPANCY 24 PERSONS." PLUMBING NOTE: PLEASE NOTE THAT THE FOLLOWING FIXTURES MUST DISCHARGE INTO THE GREASE INTERCEPTOR - KITCHEN FLOOR DRAINS - 3 COMPARTMENT SINK - MOP SINK - DUMP SINK - MEAT SINK HEALTH DEPARTMENT NOTE: NOTE: FULL HEIGHT STAINLESS STEEL PANEL WALL BEHIND ALL GLAZED DOORS TO HAVE .60 U-VALUES COOKING LINE, TYP. AND .45 SHGC VALUES NO CHANGE ON EXTERIOR WINDOWS 8'-0" HEIGHT FRP PANELS AROUND KITCHEN WALL, TYP. EXHAUST HOOD SYSTEM & FIRE SUPPRESSION SYSTEM BY OTHERS SHELVING: REFRIGERATORS: STAINLESS STEEL STEEL SHELVES; DRY STORAGE: LAMINATE/ WOOD; 5% OF THE SEATING SHALL BE ACCESSIBLE AND DISPERSED DRYING RACK: THROUGHOUT THE DINING AREA. SHOW FOR ACCESSIBLE SEATING STAINLESS STEEL; CHEMICALS SHELVING: SPACES WIRED RACK ASSEMBLY OCCUPANCY WITHIN THE BUILDING SHALL HAVE THE ALL PAINT IN KITCHEN, PREP. AREA, AND SCULLERY AREA IS OCCUPANT LOAD OF THE ROOM OR SPACE POSTED IN A SEMI -GLOSS. THERE'RE NO UNNECESSARILY EXPOSED UTILITIES. CONSPICUOUS PLACE, NEAR THE MAIN EXIT OR EXIT ACCESS DOORWAY FROM THE ROOM OR SPACE BE ADVISED THAT THE NEW WASHINGTON STATE FOOD CODE "T-BAR CEILING, WASHABLE (WATERPROOF - USDA. FDA. HEALTH REQUIRED COMMERCIAL REFRIGERATION TO HOLD FOOD AT 41 DEGREES FAHRENHEIT OR BELOW (DOWN FROM 45 DEGREES) DEPARTMENT, CFIA APPROVED)" TOTAL 20 SEATS M co WALL LEGEND SYMBOL DESCRIPTION SEE DETAIL EXISTING WALL NEW INTERIOR FURRED OUT WALL W.1 PAGE A3 W 1 3-5/8" MTL. STUD 20GA. 16" O.C. W/$ TYPE "X" GWB ONE SIDE W'2 NEW INTERIOR PARTITION WALL W.2 PAGE A3 3-5/8" MTL. STUD 20GA. 16" O.C. W/$ TYPE "X" GWB BOTH SIDE W'3 NEW SHORT WALL (HEIGHT PER PLAN) H. PAGE A3 3-5/8" MTL. STUD 20GA. 16" O.C. W/$ TYPE "X" GWB BOTH SIDE EQUIPMENT SCHEDULE o z LU SUPPLIER z DESCRIPTION MANUFACTURER MODEL NUMBER DIMENSIONS (L.XD.XH.) ELECTRICAL PLUMBING GAS NOTES w z z o CD X w ¢ Q = _ O z O CD = oU w z O BTU 1 X 1 DEEP FRYER AVANTCO #FF400 (16"X30"X48") 120000 2 X 1 GYRO MACHINE VISVARDIS #DG12V (23" X 27" X 33") 72000 3 X 1 COUNTERTOP GRIDDLE 36" AVANTCO #CAG-36-MG (36"X30"X17") 90000 4 X 1 2 BURNERS COUNTERTOP VOLLRATH CAYENNE #40736 HPG2-12 (12" X 27" X 14") 52,000 5 X 1 EQUIPMENT STAND 30"X60" REGENCY #600ES306OG (30"X60"X26") 6 X 1 EQUIPMENT STAND 30"X30" REGENCY #600ES303OG (30"X30"X26") 7 X 1 CLASS I HOOD 10'-0" BY OTHER 8 X 2 WALL MOUNTED HAND SINK ADVANCE TABCO #7-PS-40 (17"X1 5"X1 3") 1/2" 1/2" 2" DIRECT DRAIN 9 X 2 SANDWICH COOLER 60" AVANTCO #APT-60-HC (60"X31 "X43") 2.4 1/2 115 NEMA 5-15P 10 X 2 PANINI SANDWICH GRILL AVANTCO #P70S (1 7"X1 2"X1 0") 1750 18 120 NEMA 6-20P 11 X 1 REACH -IN FREEZER 54" TRUE #T-49F-HC (54"X30"X84") 9.6 1 115 NEMA 5-15P 12 X 2 REACH -IN COOLER 54" TRUE #T-49-HC (54"X30"X84") 5.4 112 115 NEMA 5-15P 13 X 1 WORK TABLE 30"X60" REGENCY #60OT306OG (60"X30"X34") 14 X 1 CLEAN DISH TABLE 36"X30" REGENCY #600CDT36L (36"X30"X45") 15 X 1 DISHWASHER AUTO-CHLOR #A5 (32"X32"X72") 20 1 115 1/2" 2" INDIRECT DRAIN 16 X 1 3 COMP. SINK REGENCY #60S3182418LX (79"X30"X44") 1/2" 1/2" 2" DIRECT CONNECT 17 X 1 1 COMP. SINK (LEFT DRAIN BOARD) REGENCY #600S1181818XLFT (39 X24 X44) 1/2" 1/2" 2" INDIRECT DRAIN 18 X 1 1 COMP. SINK (RIGHT DRAIN BOARD) REGENCY #600S1181818XRT (39 X24 X44) 1/2" 1/2" 2" INDIRECT DRAIN 19 X 1 WORK TABLE 24"X36" REGENCY #60OT2436G (36"X24"X34") 20 X 1 MOP SINK ADVANCE TABCO #9-OP-40 (25"X21 "X16") 1/2" 1/2" 2" DIRECT DRAIN 21 X 1 WATER HEATER 22 X 1 WIRE SHELF 48"X24" REGENCY #460SW2448K75 (48"X24"X74") 23 X 2 WIRE SHELF 36"X24" REGENCY #460SW2436K75 (36"X24"X74") 24 X 1 SLIDING GLASS DOOR REFRIGERATOR 53" AVANTCO #GDS-47-HC (53"X32"X84") 3.14 1/2 115 NEMA 5-15P 25 X 1 POS BY OTHER 26 X 1 GREASE INTERCEPTOR SCHIER #GB2 : 35 GPM (35"X23"X14") TOTAL 334,000 DOOR SCHEDULE DR# WIDTH HT. THK. DOOR MAT/FIN. DOOR TYPE REMARKS HARDWARE GROUP KEY NOTES 001 6'-0" 7'-0" 1-3/4" ALUM. FRAME/W GLAZING A* (EXISTING) EXTERIOR DOOR; MAIN ENTRANCE 1, 3, 5, 9, 11, 12, 13 002 3'-0" 7'-0" 1-3/4" ALUM. FRAME B* (EXISTING) EXTERIOR DOOR ; REAR EXIT 1, 3, 5, 9, 11, 12, 13 003 3'-0" 6'-8" 1-3/4" SOLID CORE WOOD C (NEW) INTERIOR DOOR RESTROOM 6, 10, 14 * THIS DOOR SHALL HAVE A SIGN THAT READS "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED." 1) ALL DOORS REQUIRED FOR ADA COMPLIANCE TO BE FITTED W/ APPROVED LEVER -TYPE HARDWARE SHALL NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING, OR TWISTING OF THE WRIST TO OPERATE. 2) MAX.1/2" THRESHOLD A.F.F. 3) THE ENTRY DOORS (DR#001,002) "MUST BE KEY -OPERATED LOCKING DEVICE FROM THE EGRESS SIDE". DOOR NOTE HARDWARE GROUP KEY NOTES 1. FINISH ALL WOOD DOOR/ WITH CLEAR COAT SUITABLE FOR EXTERIOR USE 1. PANIC HARDWARE 9. CLOSER 2. DOORS WITHIN THE PATH OF TRAVEL FOR HANDICAPPED TO BE OPENABLE WITH A SINGLE EFFORT BY LEVER, PANIC 2. PUSH BAR 10. KICK PLATE BAR OR PUSH/PULL HARDWARE. 3. EXTERIOR PULL HANDLE 11. WEATHER STRIP 3. EXIT DOORS TO BE OPENABLE FROM THE INSIDE WITHOUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 4. INTERIOR PULL HANDLE 12. THRESHOLD 4. DOOR CLOSER TO BE ADJUSTED TO PROVIDE FOR A MAXIMUM EFFORT TO OPERATE OF 15 LBF. AND PUSH PLATE 13. TOP & BOTTOM PIVOT 5. THRESHOLDS SHALL NOT EXCEED 1/2" IN HEIGHT 5. COMMERCIAL UNLOCKED 14. HINGE 6. BOTH SIDES OF DOORS SHALL BE FINISHED THE SAME, UNLESS OTHERWISE NOTED INDICATOR 7. ALL LEGAL EXITS SHALL BE PROVIDED WITH SELF-ILLUM EXIT SIGNS HAVING 6" LETTERS WITH 3/4" STROKES IN 6. PRIVACY, LEVER OPERATED CONTRASTING COLORS. HARDWARE 8. HARDWARE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROPER HARDWARE INCLUDING BACKSETS, STRIKES, ETC. 7. KEYED LOCKSET (SECURITY) 9. THE OPENING FORCE FOR ACCESSIBLE EXTERIOR DOORS SHALL NOT EXCEED 8 1/2 POUNDS FORCE. 8. RIM CYLINDER LOCK ROOM FINISH SCHEDULE # ROOM WALL CEILING FLOOR COVED BASE TILE COUNTER 1 KITCHEN / PREP AREA WATER RESISTANT GWB BEHIND PLUMBING FIXTURES 8' FRP AROUND WALLS TYP. /TILES T-BAR CEILING NON -SLIP CERAMIC TILE 4" COVED BASE TILE STAINLESS STEEL 2 RESTROOM WALL TILE T-BAR CEILING NON -SLIP CERAMIC TILE 4" COVED BASE TILE QUARTZ 3 DINING AREA GYPSUM WALLBOARD / PAINT T-BAR CEILING NON -SLIP CERAMIC TILE WOOD COVED BASE QUARTZ NOTE IBC 2018 : 803.11 LAMINATED PRODUCTS FACTORY PRODUCED WITH A WOOD SUBSTRATE. LAMINATED PRODUCTS FACTORY PRODUCED WITH A WOOD SUBSTRATE SHALL COMPLY WITH ONE OF THE FOLLOWING: 1. THE LAMINATED PRODUCT SHALL MEET THE CRITERIA OF SECTION 803.1.1.1 WHEN TESTED IN ACCORDANCE WITH NFPA 286 USING THE PRODUCT -MOUNTING SYSTEM, INCLUDING ADHESIVE, AS DESCRIBED IN SECTION 5.8 OF NFPA 286. 2. THE LAMINATED PRODUCT SHALL HAVE A CLASS A, B, OR C FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX, BASED ON THE REQUIREMENTS OF TABLE 803.13, IN ACCORDANCE WITH ASTM E84 OR UL 723. TEST SPECIMEN PREPARATION AND MOUNTING SHALL BE IN ACCORDANCE WITH ASTM E2579. 2 ADA COUNTER HEIGHT 34" THE TOPS OF COUNTER AND WORK SURFACES SHALL BE 0 34 INCHES MAXIMUM FROM THE FLOOR OR GROUND. 8" MIN. 306.2.3 MINIMUM DEPTH. WHERE TOE CLEARANCEIS REQUIRED AT AN z ELEMENT AS PART OF A CLEAR FLOOR SPACE co N COMPLYING WITH = z a' SECTION 305, THE TOE CLEARANCE SHALL 11" 1, 6' 1, EXTEND 17 INCHES (430 MIN. `MA MM) MINIMUM BENEATH THE ELEMENT. A ADA TABLE DETAIL SCALE: B ADA COUNTER DETAIL SCALE N.T.S. N.T.S. MAXIMUM OCCUPANCY NOT TO EXCEED So8o 8 ao NOTE: PERSONS IBC 1013.4, "RAISED CHARACTER AND BRAILLE EXIT SIGNS" "A SIGN STATING EXIT IN VISUAL CHARACTERS, RAISED CHARACTERS, AND BRAILLE, AND COMPLYING WITH ICC ASSEMBLY OCCUPANCY WITHIN THE BUILDING SHALL HAVE THE OCCUPANT LOAD OF THE ROOM OR SPACE POSTED IN A CONSPICUOUS PLACE, NEAR THE MAIN EXIT OR EXIT ACCESS DOORWAY FROM THE ROOM OR SPACE A117.1 SHALL BE PROVIDED ADJACENT TO EACH DOOR TO AN AREA OF REFUGE, AN EXTERIOR AREA FOR ASSISTED RESCUE, AN EXIT STAIRWAY OR RAMP, AN EXIT PASSAGEWAY, AND THE EXIT DISCHARGE. D RAISED CHARACTER AND N T"SE C OCCUPANCY LOAD SIGN BRAILLE EXIT SIGNS SCASE: FIG. 308.2.1 (A) UNOBSTRUCTED FORWARD REACH co V n UNOBSTRUCTED HIGH SIDE REACH x a G 2E FIG.308.2.2 (B) OBSTRUCTED HIGH FORWARD REACH 10" MAX. (A) FIG.308.31 OBSTRUCTED HIGH SIDE REACH FIG. 308.3.22 ICC A117.1 - 2009: TABLE 603.6 - MAXIMUM REACH DEPTH AND HEIGHT MAXIMUM REACH 0.5" 2" 5" 6" 9" 11" DEPTH (13 mm) (51 mm) (125 mm) (150 mm) (230 mm) (280 mm) MAXIMUM REACH 48" 46" 42" 40" 36" 34" HEIGHT (1220 mm) (1170 mm) (1065 mm) (1015 mm) (915 mm) (865 mm) E ICC A117.1 - 2009 : SECTION 308 REACH RANGES SCALE: N.T.S. 1010.1.9.4 Locks and latches. Locks and latches shall be permitted to prevent operation of doors where any of the following exists: 1. Places of detention or restraint. 2. In buildings in occupancy Group A having an occupant load of 300 or less, Groups B, F, M and S, and in places of religious worship, the main door or doors are permitted to be equipped with key -operated locking devices from the egress side, provided: 2.1. The locking device is readily distinguishable as locked; 2.2. A readily visible and durable sign is posted on the egress side on or adjacent to the door stating: THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. The sign shall be in letters 1 inch (25 mm) high on a contrasting background; and 2.3. The use of the key -operated locking device is revocable by the building official for due cause. 3. Where egress doors are used in pairs, approved automatic flush bolts shall be permitted to be used, provided that the door leaf having the automatic flush bolts has no doorknob or surface -mounted hardware. D E S I G N S T U D 1 a 9031 21 ST AVE SW SEATTLE, WA 98106 TEL. 206.322.4323 FAX. 206.322.9177 E-MAIL: INFO@CATCHSTUDIO.COM WWW.CATCHSTUDIO.COM ARCHITECT: 6192 REGISTERED ARCHITECT THAN SUTAN STATE OF WASHINGTON PROJECT TITLE: GYRO MAKERS 10016 EDMONDS WAY # A, EDMONDS, WA 98020 SHEET TITLE: PROPOSED FLOOR PLAN REVISIONS: 1\ BLD2024-0117 DATE: 02/14/2024 OTHER PERMITS: PLUMBING: BLD2024-0178 HEALTH: SR0053221 CATCH DESIGN STUDIO DRAWN: NOS NARIN CHECKED: SCALE: AS NOTED FILE: GYRO MAKERS A INTAKE2.4 MB 03.13.2024 DATE: 03/13/2024 SHEET# RESUB Mar 13 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A&,6' MAIN ENTRANCE N OCCUPANCY LOAD DIAGRAM (:?) SCALE : 1/4" = 14" OCCUPANCY LOAD: # ROOM NAME FLOOR AREA OCCUPANT LOAD FACTOR OCCUPANT LOAD 1 KITCHEN AND PREP AREA 580 SQ.FT. 200 GROSS KITCHEN 3 2 DINING AREA - TABLES AND CHAIRS 318 SQ.FT. 15 NET DINING 21 3 ACCESSORY USE 427 SQ.FT. - TOTAL 1325 SQ.FT. 24 TOTAL 20 SEATS RESTROOM FIXTURE CALCULATION BASE UPON 2018 IBC : SECTION 2902 TABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES GROUP OF OCCUPANCY: B-BUSINESS TOTAL OCCUPANCY = 24 FIXTURE REQUIRED PROVIDED (UNISEX RESTROOM) WATER CLOSET 1 PER 25 FOR THE FIRST 50 AND 1 PER 50 FOR THE REMAINDER EXCEEDING 50 1 24 OCC /25 : REQUIRED = 1 URINAL FOR MEN'S FACILITY SERVING 26 OR MORE PERSON, NOT LESS THAN 1 URINAL SHALL BE PROVIDED 1 24 OCC : REQUIRED = 0 LAVATORY 1 PER 40 FOR THE FIRST 80 AND 1 PER 80 FOR THE REMAINDER EXCEEDING 80 1 24 OCC /40 : REQUIRED = 1 ISOMETRIC KITCHEN EQUIPMENT OFAI D E S 1 G N S T U D 1 a 9031 21 ST AVE SW SEATTLE, WA 98106 TEL. 206.322.4323 FAX. 206.322.9177 E-MAIL: INFO@CATCHSTUDIO.COM WWW.CATCHSTUDIO.COM ARCHITECT: 6192 REGISTERED ARCHITECT THAN SUTAN STATE OF WASHINGTON PROJECT TITLE: GYRO MAKERS 10016 EDMONDS WAY # A, EDMONDS, WA 98020 SHEET TITLE: ISOMETRIC: KITCHEN EQUIPMENT REVISIONS: 0 BLD2024-0117 DATE: 02/14/2024 OTHER PERMITS: PLUMBING: BLD2024-0178 HEALTH: SR0053221 CATCH DESIGN STUDIO DRAWN: NOS NARIN CHECKED: SCALE: AS NOTED FILE: GYRO MAKERS A INTAKE2.4 MB 03.13.2024 DATE: 03/13/2024 SHEET# RESUB Mar 13 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A 3 SCALE : N.T.S. FRAMING PLAN SCALE: 1/4" = V-0" WALL LEGEND SYMBOL DESCRIPTION SEE DETAIL EXISTING WALL NEW INTERIOR FURRED OUT WALL W.1 PAGE A3 W 1 3-5/8" MTL. STUD 20GA. 16" O.C. W�g TYPE "X" GWB ONE SIDE W'2 NEW INTERIOR PARTITION WALL W.2 PAGE A3 3-5/8" MTL. STUD 20GA. 16" O.C. Wg TYPE "X" GWB BOTH SIDE W'3 NEW SHORT WALL (HEIGHT PER PLAN) W.3 PAGE A3 3-5/8" MTL. STUD 20GA. 16" O.C. W TYPE "X" GWB BOTH SIDE EXISTING ROOF STRUCTURE EXISTING ROOF STRUCTURE CONT. 20 GA. TOP TRACK 1 o ATTACH TO EXISTING BUILDING CONT. 20 GA. TOP TRACK STRUCTURE TO MATCH EXISTING. EXISTING DRYWALL CEILING EXISTING WALL I SEE REFLECTED CEILING PLAN. TYP. INTERIOR WALL ASSEMBLY: 3-5/8" METAL STUDS @ 20" O.C. WITH 5/8" TYPE X GYP. BD. ON ONE SIDES - TAPED, SANDED SMOOTH, PAINT GRADE FINISH (TYP.) FLOOR TRACK TO BE ANCHORED TO EXISTING CONC. SLAB W/ POWER DRIVEN FASTENERS AT 16" O.C. (TYP.) E MOISTURE RESISTANT 5/8" GREEN BOARD E/S AT WET AND MOISTURE AREAS FINISH FLOOR AS SPECIFIED W.1 NEW INTERIOR FURRED OUT WALL 8" SPACE PER HILTI LOW VELOCITY FASTENERS PLAN (4) X-U 19 P8 TH THRU TOP TRACK INTO CAP @ COLUMN + HSS3x3x3/16 PER PLAN W/ %6 CAP PLATE @ 4'-0" O.C. MAX. END STUD 1IM191IIIIIIIII BASE PLATE 1/2" w/ (2) 3/4"0 — ALL -THREAD, 4" MIN. EMBED USE SIMPSON "AT-XP" EPDXY TYP. INTERIOR WALL ASSEMBLY: 3-5/8" METAL STUDS @ 16" O.C. WITH 5/8" TYPE X GYP. BD. ON BOTH SIDES - TAPED, SANDED SMOOTH, PAINT GRADE FINISH (TYP.) BOTTOM 20GA. TRACK ANCHORED (TYP.) FASTEN BOLT OF STUDS TO FRAM'S. BEL W/ 24 1 OGA. "HILTI" .145 SHOT PINS, @16"O.C. TYP. RUBBER COVE BASE FLOOR TRACK TO BE ANCHORED TO EXISTING CONC. SLAB WITH °° a SCALE: N.T.S. POWER DRIVEN FASTENERS AT 16" O.C.(TYP.) W.2 I NEW INTERIOR PARTITION WALL CONT. TOP TRACK 362T150-43 (33ksi) BASE PLATE 112" w/ (2) 3/4"0 ALL -THREAD, 4" MIN. EMBED USE SIMPSON "AT-XP" EPDXY #8 SCREWS I GWB PER ARCH. 3/16 EA. SIDE DWGS. 3-5/8" MTL. STUD 20GA. 16" O.C. W/5/8 TYPE "X" GWB BOTH SIDE BOTTOM TRACK TO MATCH STUD GAUGE, U.O.N. Nz T T HILTI LOW VELOCITY FASTENERS X-U 27 P8 S15 @ EA. STUD (E) CONC. SLAB ATTACH TO EXISTING BUILDING STRUCTURE. PROVIDE 450 DIAG. BRACING THE TOP MAX. 8'-0" O.C. MOISTURE RESISTANT %" GREEN BOARD E/S AT WET AND MOISTURE AREAS EXISTING CONC. FLOOR SLAB FINISH FLOOR AS SPECIFIED SCALE : N.T.S. aWB OR FINISH MATERIAL PER PLAN ACOUSTICAL INSULATION WHERE NDICATED ON PLANS IAMSET SHOT PINS @ 2'-0" O.C. 1.125" DEEP PENETRATION, MIN. SHANK )IAMETER TO BE 0.140"), TYP. SASE PER PLAN 15 GAUGE UNPUNCHED CONTINUOUS TRACK CERAMIC FLOOR W.3 NEW SHORT WALL (HEIGHT PER PLAN) SCALE: N.T.S. A COVED BASE TYPICAL DETAIL SCALE: N.T.S. EXISTING ROOF LEVEL 00 I EXISTING T-BAR CEILING 8'-4" A.F.F. 0 o FRP o FRP 15 FRP FRP FRP 22 0 0 0 .......... ® MEAT SINK VEG 1 COMP. SINK 0 / 16 17 1 COMP. SINK 18 48" A.F.F. BARRICADE o HS. 0 o19 20 21 EXISTING HOT WATER TANK 0 rm � 0 131 FLOOR FINISH 0'-0" A.F.F. 9'-9" 17'-4" 3' 4'-10" r 36'-1 " ELEVATION A SCALE : 3/8" = V-0" EXISTING ROOF LEVEL TE ELEVATION B SCALE : 3/8" = V-0" EXISTING T-BAR CEILING 8'-4" A.F.F. OFAII? D E S I G N S T U D 1 0 9031 21 ST AVE SW SEATTLE, WA 98106 TEL. 206.322.4323 FAX. 206.322.9177 E-MAIL: INFO@CATCHSTUDIO.COM WWW.CATCHSTUDIO.COM ARCHITECT: 6192 REGISTERED ARCHITECT THAN SUTAN STATE OF WASHINGTON PROJECT TITLE: GYRO MAKERS 10016 EDMONDS WAY # A, EDMONDS, WA 98020 SHEET TITLE: FRAMING PLAN, ELEVATIONS REVISIONS: 1\ BLD2024-0117 DATE: 02/14/2024 OTHER PERMITS: PLUMBING: BLD2024-0178 HEALTH: SR0053221 CATCH DESIGN STUDIO DRAWN: NOS NARIN CHECKED: SCALE: AS NOTED FILE: GYRO MAKERS A INTAKE2.4 MB 03.13.2024 DATE: 03/13/2024 SHEET# RESUB Mar 13 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A4 MAI I CIAIITru %A//nrrl InAhlr\/ hA(1Tlr)hl CCNCnn / , AOu\ FXISTINr; f1RYlAtai i rrii INI; N REFLECTED CEILING PLAN (:?) SCALE : 1/4" = V-0" LIGHTING FIXTURE SCHEDULE SYMBOL SYM. FIXTURE QTY.MANUFACTURE WATTS BULB NO.MODEL NO. LT1 LT1 PENDANT LIGHT (NEW) 3 TBD 30 LED LT2 LT2 NEW) MOUNTED LIGHT 1 TBD 30 LED R R RECESSED LIGHT (NEW) 16 TBD 20 LED FLUORESCENT FIXTURE F1 (EXISTING) 2 TBD 32 FLUORESCENT FLUORESCENT FIXTURE F2 (NEW) 3 TBD 32 FLUORESCENT EXIT E1 EXIT LIGHT 2 EXIT LIGHT 5 BATTERY BACKUP = E2 EMERGENCY LIGHT 5 EMERGENCY 5 BATTERY LIGHT BACKUP WALL SWITCH (+48") M WALL SWITCH W/OCCUPANCY MOTION SENSOR (+48") USE FULL AUTOMATIC ON CONTROLS IN RESTROOMS & OFFICE. D &A WALL SWITCH WITH DIMMER (+48") T &A WALL SWITCH WITH TIMER (+48") DINING: PEOPLE OUTDOOR AIRFLOW RATE IN BREATHING ZONE, RP CFM/PERSON = 7.5 AREA OUTDOOR AIRFLOW RATE IN BREATHING ZONE, RA CFM/SQ.FT A = .18 EXHAUST AIRFLOW RATE CFM/SQ.FT A = NA RESTROOM: PEOPLE OUTDOOR AIRFLOW RATE IN BREATHING ZONE, RP CFM/PERSON = NA AREA OUTDOOR AIRFLOW RATE IN BREATHING ZONE, RA CFM/SQ.FT A =NA EXHAUST AIRFLOW RATE CFM/SQ.FT A = 25/50F KITCHEN: PEOPLE OUTDOOR AIRFLOW RATE IN BREATHING ZONE, RP CFM/PERSON = NA AREA OUTDOOR AIRFLOW RATE IN BREATHING ZONE, RA CFM/SQ.FT A = NA EXHAUST AIRFLOW RATE CFM/SQ.FT A = .7 STORAGE: PEOPLE OUTDOOR AIRFLOW RATE IN BREATHING ZONE, RP CFM/PERSON = NA AREA OUTDOOR AIRFLOW RATE IN BREATHING ZONE, RA CFM/SQ.FT A = .12 EXHAUST AIRFLOW RATE CFM/SQ.FT A = NA REFLECTED CEILING PLAN NOTES: 1. RELOCATE ALL EXISTING SWITCHES AFFECTED BY CONSTRUCTION TO A LOCATION APPROVED BY THE OWNER. 2. ENSURE INTEGRITY OF CEILING SEPARATION IS MAINTAINED. 3. CONTRACTOR TO COORDINATE LIGHTING IN FREEZER AND COOLER W/ FREEZER & COOLER MANUFACTURER. 4. PROVIDE EMERGENCY LIGHTING ALONG EGRESS PATH/ AISLES TO BE NOT LESS THAN 1 FOOT-CANDLE (11 LUX.) @ THE WALKING SURFACE AT ALL TIMES. 5. IN CASE OF POWER FAILURE, THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR DURATION OF NOT LESS THAN 90 MIN.S AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON -SITE GENERATOR. COMPLY WITH ALL ASPECTS OF CODE FOR INSTALLATION. 6. PROVIDE 1 HR RATED CEILING IN COOLER AND FREEZER ROOM @ 8'-0" HEIGHT. 7. REMOVE ALL EXISTING CEILING TILES, LIGHTS AND DIFFUSERS. REUSE THE EXISTING LIGHTS IF GOOD IN CONDITION AS PER PROPOSED RCP SHOWN. EMERGENCY LIGHTING 3/4" STROKE HIGH CONTRAST LETTER WIDTH (MIN) BACKGROUND NOTE: 1. SIGN SHALL BE ILLUMINATED INTERNALLY OR EXTERNALLY BY TWO ELECTRIC LAMPS OR BE AN APPROVED SELF -LUMINOUS TYPE. THE LUMINANCE OF THE SIGN SHALL NOT BE LESS THAN 5 FOOT CANDLES FROM EITHER LAMP. INTERNALLY ILLUMINATED SIGNS SHALL PROVIDE EQUIVALENT LUMINANCE. 2. CURRENT SUPPLY FOR ONE OF THE LAMPS SHALL BE SUPPLIED BY THE PREMISES WIRING SYSTEM. POWER TO THE OTHER LAMP SHALL BE FROM STORAGE BATTERY OR ON SITE GENERATOR. 3. THE NORMAL POWER SUPPLY SHALL BE AUGMENTED WITH AN EMERGENCY POWER BACK UP SYSTEM WHEN THE OCCUPANT LOAD OF A BUILDING IS OVER A TOTAL OF 100 PERSONS. 4. ALL MEANS OF EGRESS SHALL BE ILLUMINATED TO A MINIMUM OF ONE FOOT CANDLE AT THE FLOOR LEVEL WHEN ANYTIME THE BUILDING IS OCCUPIED. A EMERGENCY LIGHTING DETAIL SCALE. N.T.S. EXISTING UPPER FLOOR STRUCTURE ALTERNATE: RUN SAFETY CABLE MUST BE FREE TO ROTATE OUT SIDE STEM AND ATTACH TO CEILING JOIST WITH A LAG SCREW OR CONCRETE SLAP #9 GAUGE WIRE SUPPORT MINIMUM WITH EXPANSION ANCHOR OR SLACK SAFETY CABLE HOLLOW FIXTURE PIPING (DO NOT USE RIGID CONDUIT FOR ATTACHMENT) BOLT TO FIXTURE EYEBOLT (SEE BELOW) CHECK FOR POTENTIAL IMPACT PENDANT LIGHT FIXTURE #9 GAUGE HANGER, MINIMUM ZL IF SWING OF FIXTURE CAN CAUSE EYEBOLT TO HOUSING CONTACT WITH OTHER ITEMS, 12 GAUGE WIRE,4 TIGHT PROVIDE DIAGONAL WIRES OR TURNS IN 1 2", TYPICAL BRACING TO RESTRAIN MOVEMENT PLAN VIEW 1 PENDANT LIGHT FIXTURE EXISTING UPPER FLOOR STRUCTURE 3/8"-7 X 1-1/2" GRADE A ZINC FINISH HEX HEAD LAG SCREW WITH TIE -WIRE HEAD OR SEE FIGURE ATTACHMENT TO STRUCTURE To 2 SLACK #12 SAFETY AT #10 SELF TAPPING SCREW POSITIVE DIAGONALLY OPPOSITE CORNERS ATTACHMENT TO CEILING GRID TO OR 4 TAUT WIRES RESIST 100% WEIGHT IN ANY 1/8" 0 THREADED EYE HOOK DIRECTION; PROVIDE 2 EACH SIDE) ALTERNATIVELY, CONNECT WIRE TO HANGER TAB INTEGRAL WITH HOUSING GYP.CEILING CEILING CHANNEL MAIN RUNNER OR IGHT FIXTURE HOUSING TRIM SUPPLEMENTARY FRAMING SUPPORTED BY MAIN RUNNERS LOCATED WITHIN 8" EACH SIDE OF FIXTURE) 2 FLUORESCENT LIGHT FIXTURE IN SUSPENDED CEILING 1/25/24, 5:04 PM waenergycodes.com/print_ project_summary_form.php?k=Y29tcGxpYW5jZV9tZXRob2Q9c3BhY2VfYnlfc3BhY2UmY29tYm9fdGZ2X3BOPWxOZ19zY29wZV9uZXdfaW50ZXJpb311NO... LIGHTING COMPLIANCE SUMMARY 2018 WSEC Compliance Forms for Commercial Buildings including Group R2, R3 & R4 over 3 stories and all RI Administered by: 02024 NEEA, All rights reserved Project &Applicant Information Project Title Gyro Makers - 2018 WSEC For Building Department Use: I Date: Jan 25, 2024 Project Address WA Applicant Name NARIN Nos Applicant Phone 206-322-4323 Applicant Email work@catchdesigngroup.com For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com General Occupancy All Commercial General Building Use Type Public Services, Community Center Building Cond. Floor Area 6,000 General Project Types Alteration New Building or JAddition Li htin a Scope g g P Alteration Lighting Scope Interior Lighting Project Cond. Floor Area 1,325 Floors Above Grade 1 Compliance Method Compliance Method 1 -General Lighting Project Description Lighting Compliance Project Type Interior / Exterior n (Interior includes booth interior Luminaire Replacement Scope Compliance Method LPA Calculation Compliance Scope parking) Adjustment Verification and Method Alteration Interior Lighting 50% or more replaced Space by space No Calculation Adjustments allowed COMPLIES Project Title Gyro Makers - 2018 WSEC a e Jan 2 , Lighting Power Calculation ALTERATION - INTERIOR LIGHTING (50% or more replaced) Compliance Verification COMPLIES Compliance Method Space by space LPA Calculation .adjustment none Interior Lighting Power Allowance -Space by Space General Space Type Specific Space Type Gross Interior Area (SF) LPA (Watts/SF) Total Watts Allowed (SF x LPA x 1) Total Proposed Watts (LPD + Display LPD) Compliance Status Dining area Family dining 580 0.60 348 Food preparation 545 1.09 594 Restroom General 50 0.63 32 Proposed Total LPD 600 Totals 1 974 600 COMPLIES Proposed Lighting Power Density Fixture Type Fixture ID Quantity of Fixtures (#F) Watts or Wattage Limit per Fixture (WpF) Total Linear Feet (LF) Watts per Linear Foot (WpLF) Total Watts Proposed (#F x WpF) or (LF x WpLF) Individual Fixtures Direct / indirect pendant LT 1 3 30 90 Troffer F1 2 32 64 Troffer F2 3 32 96 Recessed downlight R 16 20 320 Wall -mounted LT2 1 30 30 Exempt Fixtures Emergency (off when unoccupied) E2 5 Emergency (off when unoccupied) El 2 Proposed Total LPD 600 https://www.waenergycodes.com/print_ project_summary_form. php?k=Y29tcGxpYW5jZV9tZXRob2Q9c3BhY2VfYnlfc3BhY2UmY29tYm9fdGZ2X3BOPWxOZ19zY29wZV9uZXdfaW50ZXJpb311NONwZF9... 1 /2 1/25/24, 5:04 PM waenergycodes.com/print_project_summary_form.php?k=Y29tcGxpYW5jZV9tZXRob2Q9c3BhY2VfYnlfc3BhY2UmY29tYm9fdGZ2X3BOPWxOZ19zY29wZV9uZXdfaW50ZXJpb311N0... Project Titl Gyro Makers - 2018 WSEC Date Jan 25, 2024 Proposed Fixtures Details7Fixture A TION - INTERIOR LIGHTING (50% or more replaced) Fixture Ty pe/Application ID Location in Documents Lamp Type New or Existing -to -Remain Individual Fixtures Direct / indirect pendantl DINING AREA LED New Fixture Description: Are these fixtures located within a daylight zone?: Do these fixtures require specific application lighting controls?: Troffer F1 KITCHEN T-5 Fluorescent Existing Fixture Description: Are these fixtures located within a daylight zone?: Do these fixtures require specific application lighting controls?: Troffer F2 I KITCHEN T-5 Fluorescent New Fixture Description: Are these fixtures located within a daylight zone?: Do these fixtures require specific application lighting controls?: Recessed downlight R DINING AREA LED New Fixture Description: Are these fixtures located within a daylight zone?: Do these fixtures require specific application lighting controls?: Wall -mounted LT2 RESTROOM LED New Fixture Description: Are these fixtures located within a daylight zone?: Do these fixtures require specific application lighting controls?: Exempt Fixtures Emergency (off when unoccupied) E2 I ALLAREA New Fixture Description: Do these fixtures require specific application lighting controls?: Lighting for non -visual applications, independently controlled Emergency (off when unoccupied) El F ALLAREA New Fixture Description: Do these fixtures require specific application lighting controls?: Lighting for non -visual applications, independently controlled 0 FAIT D E S I G N S T U D 1 0 9031 21 STAVE SW SEATTLE, WA 98106 TEL. 206.322.4323 FAX. 206.322.9177 E-MAIL: INFO@CATCHSTUDIO.COM WWW.CATCHSTUDIO.COM ARCHITECT: 6192 REGISTERED ARCHITECT THAN SUTAN STATE OF WASHINGTON PROJECT TITLE: GYRO MAKERS 10016 EDMONDS WAY # A, EDMONDS, WA 98020 SHEET TITLE: REFLECTED CEILING PLAN REVISIONS: 10 BLD2024-0117 DATE: 02/14/2024 OTHER PERMITS: PLUMBING: BLD2024-0178 HEALTH: SR0053221 CATCH DESIGN STUDIO DRAWN: NOS NARIN CHECKED: SCALE: AS NOTED FILE: GYRO MAKERS A INTAKE2.4 MB 03.13.2024 DATE: 03/13/2024 SHEET# RESU B Mar 13 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A5 NWCB TECHNICAL DOCUMENT SUSPENDED CEILINGS 401 SUSPENSION SYSTEMS FOR ACOUSTICAL LAY -IN CEILINGS SEISMIC DESIGN CATEGORIES D, E & F THIS DOCUMENT PROVIDES THE 2021 IBC REFERENCED STANDARDS FOR THE PRESCRIPTIVE DESIGN AND INSTALLATION OF SUSPENSION SYSTEMS. FOR ACOUSTICAL LAY -IN CEILINGS. INCORPORATION OF THIS DOCUMENT WILL PROVIDE A MORE UNIFORM STANDARD FOR INSTALLATION AND INSPECTION THIS DOCUMENT IS INTENDED TO ACCOMPLISH THE INTENT OF THE INTERNATIONAL BUILDING CODE (IBC), INCLUDING THE OREGON STRUCTURAL SPECIALTY CODE AND WASHINGTON STATE BUILDING CODE, WITH REGARD TO THE REQUIREMENTS FOR SEISMIC DESIGN CATEGORY D, E AND F FOR SUSPENDED CEILINGS AND RELATED ITEMS. PRESCRIPTIVE SUSPENSION SYSTEMS SHALL BE INSTALLED PER THESE REQUIREMENTS AND THOSE OF THE REFERENCED DOCUMENTS. ENGINEERED DESIGN OF SUSPENSION SYSTEMS ARE OUTSIDE THE SCOPE OF THIS DOCUMENT. MANUFACTURERS' RECOMMENDATIONS SHALL BE FOLLOWED WHERE APPLICABLE. THE FOLLOWING ARE OUTSIDE THE SCOPE OF THIS TECHNICAL DOCUMENT: - SUSPENSION SYSTEMS FOR ACOUSTICAL LAY -IN CEILINGS IN RISK CATEGORY IV STRUCTURES. SOURCE: ASCE 7 SECTION 13.1.3,ASTM E580 SECTION 5.7 - SUSPENSION SYSTEMS FOR ACOUSTICAL LAY -IN CEILINGS ASSIGNED A COMPONENT IMPORTANCE FACTOR OF 1.5 IN ACCORDANCE WITH ASCE 7 SECTION 13.1.3 BY THE REGISTERED DESIGN PROFESSIONAL. SOURCE: ASCE 7 SECTION 13.1.3, ASTM E580 SECTION 5.7 - SUSPENSION SYSTEMS FOR ACOUSTICAL LAY -IN CEILING DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE BY A REGISTERED DESIGN PROFESSIONAL. SOURCE: ASCE 7 SECTION 13.5.6.2 - SUSPENSION SYSTEMS CONSISTING OF SCREW OR NAIL -ATTACHED GYPSUM BOARD ON ONE LEVEL THAT ARE SURROUNDED BY AND CONNECTED TO WALLS OR SOFFITS THAT ARE LATERALLY BRACED TO THE STRUCTURE ABOVE ARE EXEMPT FROM THE REQUIREMENTS OF ASCE-7 SECTION 13.5.6. SOURCE ASCE-7 SECTION 13.5.6 EXCEPTION 2 GENERAL REQUIREMENTS • REFERENCED SOURCES PER HIERARCHY: 2021 INTERNATIONAL BUILDING CODE (IBC), AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE-7-16), AMERICAN SOCIETY OF TESTING MATERIALS (ASTM C635, ASTM C636, ASTM E580). • PARTITIONS THAT ARE TIED TO THE CEILING AND ALL PARTITIONS GREATER THAN 6 FT IN HEIGHT SHALL BE LATERALLY BRACED TO THE STRUCTURE. BRACING SHALL BE INDEPENDENT OF THE CEILING SPLAY BRACING SYSTEM. SOURCE: ASCE 7 SECTION 13.5.8.1 • FOR FURTHER INFORMATION ON BRACING OF NON -LOAD BEARING PARTITIONS, REFER TO NWCB TECHNICAL DOCUMENT #200-501. • ALL MAIN BEAMS ARE TO BE HEAVY DUTY (HD AS DEFINED IN ASTM C635). SOURCE: ASTM E580 SECTION 5.1.1 • CEILINGS LESS THAN OR EQUAL TO 144 FT2 AND SURROUNDED BY WALLS OR SOFFITS THAT ARE LATERALLY BRACED TO THE STRUCTURE ABOVE ARE EXEMPT FROM THE SEISMIC DESIGN REQUIREMENTS OF ASCE 7 AND ASTM E580. SOURCE ASCE 7 SECTION 13.5.6 EXCEPTION 1 • ALL WIRE TIES SHALL BE TIGHTLY WRAPPED AROUND THEMSELVES A MINIMUM OF THREE TURNS WITHIN THREE INCHES (FIGURE 1). SOURCE: ASTM C636 SECTION 2.3.4 • MAIN BEAMS SHALL BE LEVEL TO WITHIN 1/4 IN. IN 10-FT. SOURCE: ASTM C636 SECTION 2.3.1 • CROSS TEES SHALL BE LEVEL TO WITHIN 1/8 IN. IN 12-FT. SOURCE: ASTM C636 SECTION 2.2.1 FIGURE 27 I J LATERAL -FORCE BRACING SOURCE: ASTM E580 FIGURE 5 450 OR LESS �450 OR LESS �450 OR LESS 12 GAGE SPLAYED BRACE WIRES FIGURE 4A ATTACHED WALL MOLDING REQUIREMENTS FIGURE 4B UNATTACHED WALL MOLDING REQUIREMENTS ---------------------------------------------------------------------- MN�M� M699 WALL m O o SPREADER BAR OR OTHER SUITABLE SYSTEM REQUIRED; TO KEEP PERIMETER COMPONENTS FROM MINIMUM 3/4 IN (19 mm) SPREADING APART AT UNATTACHED WALLS O N(60 0. L J FIGURE 5A PLUMB 1/6 FIGURE 5B COUNTERSLOPING MINIMUM I 450 ANGLE 11III Om A M1 IMM «u 3" (76 mm) FIGURE 6A VERTICAL HANGER WIRE ATTACHMENT FIGURE 3 MAXIMUM RECOMMENDED LENGTHS FOR VERTICAL STRUTS EMT CONDUIT 112" EMT CONDUIT UP TO 5' 10" 3/4" EMT CONDUIT UP TO 7' 8" 1" EMT CONDUIT UP TO 9' 9" METAL STUDS SINGLE 1-5/8" METAL STUD (20-GAUGE) UP TO 12' 0" BACK-TO-BACK 1-5/8 METAL STUD (20 GAUGE) UP TO 15 0 INGLE 2-1/2" METAL STUD (20-GAUGE) UP TO 13' 6" BACK-TO-BACK 2-1/2" METAL STUD (25-GAUGE) UP TO 15' 0" SOURCE: NORTHWEST WALL AND CEILING BUREAU NOTE: PLENUM HEIGHTS GREATER THAN 15' 0" WILL REQUIRE ENGINEERING CALCULATIONS. SHOT -IN ANCHOR 13/4 IN STRUCTURAL CONCRETE CEILING CLIP L 5/8 IN 3 TURNS MAX 3 TURNS VERTICAL HANGER WIRE LATERAL -FORCE BRACING (FIGURES 2 AND 3) • LATERAL -FORCE BRACING, WHICH IS THE USE OF VERTICAL STRUTS (COMPRESSION POSTS) AND SPLAY WIRES, IS REQUIRED FOR ALL CEILING AREAS GREATER THAN 1000 FT2 (SEE FIGURE 2). SOURCE: ASTM E580 SECTION 5.2.8.1, SECTION 5.2.8.2 • LATERAL -FORCE BRACING SHALL BE 12 FT ON CENTER (MAXIMUM) AND BEGIN NO FARTHER THAN 6 FT FROM WALLS. SOURCE: ASTM E580 SECTION 5.2.8.2 • LATERAL -FORCE BRACING SPLAY WIRES SHALL CONSIST OF FOUR 12-GAUGE WIRES ATTACHED TO THE MAIN BEAM, ARRAYED 900 FROM EACH OTHER AND AT AN ANGLE NOT EXCEEDING 450 FROM THE PLANE OF THE CEILING. SOURCE: ASTM E580 SECTION 5.2.8.2 • LATERAL -FORCE BRACING SPLAY WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A LOAD OF NOT LESS THAN 250 LB WHEN TESTED PER ASTM E3090 (FIGURE 613). SOURCE: ASTM E580 SECTION 5.2.8.3 • POWER -ACTUATED FASTENERS IN CONCRETE OR MASONRY SHALL NOT BE USED FOR THE ATTACHMENT OF LATERAL -FORCE BRACING SPLAY WIRES UNLESS TESTED AND APPROVED FOR SEISMIC LOADING. SOURCE: ASCE 7 SECTION 13.4.5, OREGON BUILDING CODES DIVISION STATEWIDE CODE INTERPRETATION NO. 11-01 (OREGON.GOV/BCD/CODES-STAND/DOCUMENTS/INTERP-1 1 -01 -PAFCEILINGS.PDF) • POWER -ACTUATED FASTENERS IN STEEL SHALL BE PERMITTED FOR THE ATTACHMENT OF LATERAL -FORCE BRACING SPLAY WIRES. SOURCE: ASCE 7 SECTION 13.4.5 EXCEPTION 2 • SPLAY WIRES ARE TO BE WITHIN 2 INCHES OF THE CONNECTION OF THE VERTICAL STRUT TO SUSPENDED CEILING. SOURCE: ASTM E580 SECTION 5.2.8.2 • RIGID BRACING MAY BE USED IN LIEU OF SPLAY WIRES. SOURCE: ASTM E580 SECTION 5.2.8.4 'aVERTICAL STRUTS MUST BE POSITIVELY ATTACHED TO THE SUSPENSION SYSTEMS AND THE STRUCTURE ABOVE. SOURCE: ASTM E580 SECTION 5.2.8.2 • THE VERTICAL STRUT MAY BE EMT CONDUIT, METAL STUDS OR A PROPRIETARY COMPRESSION POST (SEE FIGURE 3). • CHANGES IN CEILING PLANE ELEVATION REQUIRES INDEPENDENT LATERAL FORCE -BRACING FOR EACH CEILING PLANE. SOURCE: ASTM E580 SECTION 5.2.8.6 WALL MOLDINGS (FIGURES 4A AND 413) • WALL MOLDINGS (PERIMETER CLOSURE ANGLES) ARE REQUIRED TO HAVE A HORIZONTAL FLANGE NOT LESS THAN 2" WIDE. TWO ADJACENT ENDS OF THE CEILING GRID SHALL BE POSITIVELY ATTACHED TO THE WALL MOLDING (POP RIVETS OR APPROVED METHOD), AND THE OPPOSITE ENDS SHALL HAVE A 3/4-IN CLEARANCE FROM THE WALL AND BE FREE TO SLIDE. SOURCE: ASTM E580 SECTION 5.2.2, SECTION 5.2.3 • WHERE SUBSTANTIATING DOCUMENTATION HAS BEEN PROVIDED TO THE LOCAL JURISDICTION, PROPRIETARY PERIMETER CLIPS MAY BE USED IN TANDEM WITH 7/8" CLOSURE ANGLE TO SATISFY THE REQUIREMENTS FOR THE 2" CLOSURE ANGLE. • PERIMETER SUPPORTING CLIPS SHALL BE ATTACHED TO THE SUPPORTING CLOSURE ANGLE OR CHANNEL WITH A MINIMUM OF TWO SCREWS PER CLIP AND SHALL BE INSTALLED AROUND THE ENTIRE CEILING PERIMETER. SOURCE: ASCE-7 SECTION 13.5.6.2.2A SPREADER BARS (FIGURE 413) • TERMINAL ENDS OF MAIN RUNNERS AND CROSS MEMBERS SHALL BE TIED TOGETHER OR HAVE SOME OTHER APPROVED MEANS TO PREVENT THEIR SPREADING. SOURCE: ASTM E580 SECTION 5.2.4 • SPREADER BARS ARE NOT REQUIRED AT PERIMETERS WHERE RUNNERS ARE ATTACHED DIRECTLY TO CLOSURE ANGLES. • WHERE SUBSTANTIATING DOCUMENTATION HAS BEEN PROVIDED TO THE LOCAL JURISDICTION FOR REVIEW AND APPROVAL, PROPRIETARY PERIMETER CLIPS MAY BE USED TO SATISFY THE REQUIREMENTS FOR SPREADER BARS. MINIMUM HANGER (SUSPENSION) WIRES (FIGURES 5A 45° ANGLE AND 513) • HANGER AND PERIMETER WIRES MUST BE PLUMB WITHIN 1:6 UNLESS (FIGURE 5A) COUNTER SLOPING WIRES ARE PROVIDED (FIGURE 5B). SOURCE: ASTM C636 SECTION 2.1.4 • HANGER WIRES SHALL BE SPACED 4 FT ON CENTER, MAXIMUM. SOURCE: ASTM C636 SECTION 2.1.3 • HANGER WIRES SHALL BE NO. 12-GAUGE. SOURCE: ASTM C636 SECTION 2.1.6, ASTM E580 SECTION 5.2.7.1 • HANGER WIRES SHALL NOT PRESS AGAINST DUCTS OR PIPES. SOURCE: ASTM C636 SECTION 2.1.4 • HANGER WIRES SHALL NOT HAVE LOCAL KINKS OR BENDS AS A MEANS OF LEVELING MAIN BEAMS OR CROSS TEES. SOURCE: ASTM C636 SECTION 2.2.3, SECTION 2.3.3 • ANY CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION SHALL BE CAPABLE OF CARRYING NOT LESS THAN 90 LB. SOURCE: ASTM E580 SECTION 5.2.7.2 • POWER ACTUATED FASTENERS (PAFS) ARE AN APPROVED METHOD OF ATTACHMENT FOR HANGER WIRES WHERE THE SERVICE LOAD ON ANY INDIVIDUAL FASTENER DOES NOT EXCEED 90 LB IN CONCRETE OR 250 LB IN STEEL. SOURCE: ASCE SECTION 7-16 13.4.5 EXCEPTION 1 & 2, OREGON BUILDING CODES DIVISION STATEWIDE CODE INTERPRETATION NO. 11-01 (OREGON.GOV/BCD/CODES-STAND/DOCUMENTS/INTERP-1 1 -01 -PAFCEILINGS.PDF) • TERMINAL ENDS OF EACH MAIN BEAM AND CROSS TEE MUST BE SUPPORTED WITHIN 8 INCHES OF EACH WALL WITH A PERIMETER WIRE OR APPROVED WALL SUPPORT (SEE FIGURES 4A & 5A). SOURCE: ASTM E580 SECTION 5.2.6 • WIRES SHALL NOT ATTACH TO OR BEND AROUND INTERFERING MATERIAL OR EQUIPMENT. A TRAPEZE OR EQUIVALENT DEVICE SHALL BE USED WHERE OBSTRUCTIONS PRECLUDE DIRECT SUSPENSION. TRAPEZE SUSPENSIONS SHALL BE SIZED TO RESIST THE DEAD LOAD AND LATERAL FORCES APPROPRIATE FOR THE SEISMIC CATEGORY. SOURCE: ASTM E580 SECTION 5.2.7.4 FIGURE 6B SPLAYED SEISMIC BRACING WIRE ATTACHMENT DRILL -IN EXPANSION ANCHOI STRUCTURAL CONCRETE STEEL STRAP 1 IN WIDE X 2 LONG X 12-GAUGE MINIMUN 3 TURN.' SPLAYED SEISMIC BRACING WIRE FIGURE 7 SEISMIC SEPARATION JOINT i ELECTRICAL FIXTURES • ALL LIGHTING FIXTURES SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING SYSTEM BY MECHANICAL MEANS AS SPECIFIED IN THE NATIONAL ELECTRICAL CODE (NEC), UNLESS INDEPENDENTLY SUPPORTED. SOURCE: ASTM E580 SECTION 5.3.1 • LIGHT FIXTURES WEIGHING LESS THAN 10 LB SHALL HAVE ONE 12-GAUGE SAFETY WIRE CONNECTED FROM THE FIXTURE HOUSING TO THE STRUCTURE ABOVE. THIS WIRE MAY BE SLACK. SOURCE: ASTM E580 SECTION 5.3.4 • LIGHT FIXTURES WEIGHING MORE THAN 10 LB AND LESS THAN OR EQUAL TO 56 LB SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED HANGERS. THESE WIRES MAY BE SLACK. SOURCE: ASTM E580 SECTION 5.3.4 • LIGHT FIXTURES WEIGHING MORE THAN 56 LB SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED HANGERS. SOURCE: ASTM E580 SECTION 5.3.6 • PENDANT -HUNG FIXTURES SHALL BE DIRECTLY SUPPORTED FROM THE STRUCTURE ABOVE USING A 9-GAUGE MINIMUM WIRE OR AN APPROVED ALTERNATE SUPPORT WITHOUT USING THE CEILING SUSPENSION SYSTEM FOR DIRECT SUPPORT. SOURCE: ASTM E580 SECTION 5.3.7 MECHANICAL SERVICES • TERMINALS OR SERVICES WEIGHING LESS THAN OR EQUAL TO 20 LB SHALL BE POSITIVELY ATTACHED TO THE CEILING SUSPENSION MAIN RUNNERS OR TO CROSS RUNNERS THAT HAVE THE SAME CARRYING CAPACITY AS THE MAIN RUNNERS. SOURCE: ASTM E580 SECTION 5.4.1 • TERMINALS OR SERVICES WEIGHING MORE THAN 20 LB BUT LESS THAN OR EQUAL TO 56 LB SHALL BE POSITIVELY ATTACHED TO THE CEILING SUSPENSION MAIN RUNNERS OR TO CROSS RUNNERS THAT HAVE THE SAME CARRYING CAPACITY AS THE MAIN RUNNERS, AND SHALL HAVE TWO 12-GAUGE SAFETY WIRES CONNECTING THEM TO THE CEILING SYSTEM HANGERS OR THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. SOURCE: ASTM E580 SECTION 5.4.2 • TERMINALS OR SERVICES WEIGHING MORE THAN 56 LB SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED HANGERS. SOURCE: ASTM E580 SECTION 5.4.3 SEISMIC SEPARATION JOINTS (FIGURE 7) ALL CONTINUOUS CEILING AREAS EXCEEDING 2500 FT2 SHALL HAVE A SEISMIC SEPARATION JOINT, BULKHEAD BRACED TO THE STRUCTURE OR FULL -HEIGHT PARTITION THAT BREAKS THE CEILING INTO AREAS OF NO MORE THAN 2500 FT2 AND A RATIO OF THE LONG TO SHORT DIMENSION LESS THAN OR EQUAL TO FOUR. EACH 2500 FT2 MAXIMUM AREA SHALL BE CAPABLE OF ALLOWING + OR —3/4 IN (11/2 IN TOTAL) AT THE JOINTS HORIZONTAL MOVEMENT IN THE PLANE OF THE CEILING. AREAS SURROUNDED BY BULKHEADS OR FULL HEIGHT PARTITIONS SHALL BE PROVIDED WITH CLOSURE ANGLES. EACH AREA WITH A SEISMIC SEPARATION JOINT, BULKHEAD OR FULL -HEIGHT PARTITION SHALL HAVE LATERAL -FORCE BRACING AS PRESCRIBED ON PAGE 2. SOURCE: ASCE-7 SECTION 13.5.6.2.2B, ASTM E580 SECTION 5.2.9.1 SPRINKLERS FOR CEILINGS WITHOUT RIGID BRACING, SPRINKLER HEAD PENETRATIONS SHALL HAVE A 2-IN OVERSIZE RING, SLEEVE OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FREE MOVEMENT OF AT LEAST ONE INCH IN ALL HORIZONTAL DIRECTIONS. FLEXIBLE HEAD DESIGN THAT CAN ACCOMMODATE 1 INCH FREE MOVEMENT SHALL BE PERMITTED AS AN ALTERNATE. SOURCE: ASTM E580 SECTION 5.2.8.5 GLOSSARY FOR THIS DOCUMENT (REGIONAL TERMINOLOGY MAY VARY) CROSS TEE THE CROSS MEMBER THAT INTERLOCKS WITH THE MAIN BEAMS, ALSO KNOWN AS A CROSS RUNNER OR CROSS T-BAR. DIFFUSER A CIRCULAR OR RECTANGULAR METAL GRILL USED FOR THE PASSAGE OF AIR FROM A DUCTED SYSTEM. GRID THE MAIN BEAMS AND CROSS TEES OF THE SUSPENSION SYSTEM. HANGER WIRE 10- OR 12-GAUGE SOFT ANNEALED WIRE USED AS PRIMARY SUPPORT FOR THE GRID SYSTEM. ALSO CALLED A SUSPENSION WIRE. LATERAL -FORCE BRACING THE BRACING METHOD USED TO PREVENT CEILING UPLIFT OR RESTRICT LATERAL MOVEMENT DURING A SEISMIC EVENT. LATERAL -FORCE BRACING CONSISTS OF VERTICAL STRUTS AND SPLAY WIRES. MAIN BEAM THE PRIMARY SUSPENSION MEMBER SUPPORTED BY HANGER WIRES, ALSO KNOWN AS THE MAIN RUNNER OR CARRYING TEE, CARRYING RUNNER OR MAINS. MOLDING/CLOSURE ANGLE A LIGHT -GAUGE METAL ANGLE OR CHANNEL FASTENED TO THE PERIMETER WALL OR PARTITION TO SUPPORT THE PERIMETER ENDS OF AN ACCOUSTICAL CEILING GRID. PERIMETER CLIP A PROPRIETARY ANGLE BRACKET ATTACHED DIRECTLY TO THE WALL MOLDING/CLOSURE ANGLE WHICH ALLOWS FOR 3/4 IN MOVEMENT IN THE EVENT OF SEISMIC ACTIVITY AND INTERLOCKS PROPERLY WITH ENDS OF GRID SYSTEM. PERIMETER WIRE A HANGER WIRE PLACED WITHIN 8 IN OF THE SURROUNDING WALLS. PLENUM THE SPACE ABOVE A SUSPENDED CEILING. SLACK WIRE A 12-GAUGE WIRE THAT IS NOT TIGHT OR TAUT. SPREADER OR SPACER BAR A BAR WITH NOTCHES TO PREVENT THE SUSPENSION SYSTEM FROM SEPARATING, ALSO CALLED A STABILIZER BAR. SPLAY WIRE A WIRE INSTALLED AT AN ANGLE RATHER THAN PERPENDICULAR TO THE GRID. VERTICAL STRUT THE RIGID VERTICAL MEMBER USED IN LATERAL -FORCE BRACING OF THE SUSPENSION SYSTEM. ALSO KNOWN AS COMPRESSION POST, SEISMIC POD OR SEISMIC STRUT. COMMON MATERIALS ARE ELECTRICAL CONDUIT (EMT), METAL STUDS OR PROPRIETARY PRODUCTS. OFAI DESI G N STUDIO 9031 21 STAVE SW SEATTLE, WA 98106 TEL. 206.322.4323 FAX. 206.322.9177 E-MAIL: INFO@CATCHSTUDIO.COM WWW.CATCHSTUDIO.COM ARCHITECT: 6192 REGISTERED ARCHITECT THAN SUTAN STATE OF WASHINGTON PROJECT TITLE: GYRO MAKERS 10016 EDMONDS WAY # A, EDMONDS, WA 98020 SHEET TITLE: SUSPENDED CEILING DETAIL REVISIONS: 10 BLD2024-0117 DATE: 02/14/2024 OTHER PERMITS: PLUMBING: BLD2024-0178 HEALTH: SR0053221 CATCH DESIGN STUDIO DRAWN: NOS NARIN CHECKED: SCALE: AS NOTED FILE: GYRO MAKERS_A_ INTAKE2.4 MB 03.13.2024 DATE: 03/13/2024 SHEET# RESUB Mar 13 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DRYWALL CEILING 8'-0" A.F.F. U f, A6 N A5 co M co FLOOR FINISH 0'-0" A.F.F. P1 Pl\-A I 1 nr 1 IRIn 56"x60" W.C. CLEARANCE - 30"x48" URINAL CLEAR FLOOR SPACE - 30"x48" FLOOR SPACE WHEELCHAIR TURNING SPACE 60" DIA. MANEUVERING CLEARANCE AT DOOR 60"MIN. PERP. TO DOOR & 18" BEYOND LATCH 30"x48" LAVATORY CLEAR 10 FLOOR SPACE \�24 IN z ' o0 �I d' L- 404.2.4.1 MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS AND GATES ENLARGE RESTROOM PLAN SCALE : 1/2" = V-0" 39"-41 " TIL1 A9 12"MAX. _ A7 42' MIN. o T - M o, 1 T 0 cC ti _ T 6'-81 A8 ELEVATION - A SCALE : 1/2" = V-0" v v 6'-8" ELEVATION - C SCALE : 1/2" = V-0" ,� DRYWALL CEILING 8'-0" A.F.F. FLOOR FINISH m ti T nB1 4' 0'-0" A.F.F. 7'-6" -A-Al l I nr 1 lRin ELEVATION - B SCALE : 1/2" = V-0" ELEVATION - D SCALE : 1/2" = V-0" DEPTH OR WIDTH LEGEND DESCRIPTION HEIGHT INSTALLATION INSTALLATION RECESSED HAND Al TOWEL DISPENSER SEE ICC A117.1 - 2009 : 308 REACH RANGES AND TABLE 603.6 MOUNTED WITH THE BOTTOM EDGE OF THE REFLECTING A2 MIRROR SURFACE 40" MAX. ABOVE THE - FLOOR. THE FRONT OF LAVATORIES AND SINKS SHALL BE 34" MAX. ABOVE A3 WALL HUNG THE FLOOR, MEASURED TO THE - LAVATORY HIGHER OF THE RIM OR COUNTER SURFACE. EXTEND FROM THE CENTERLINE OF THE WATER MOUNTED WITH THE CENTER LINE REAR WALL GRAB BAR CLOSET 12" MIN. ON THE SIDE A4 :36" MIN. LENGTH OF THE BAR LOCATED 33" MIN. CLOSEST TO THE WALL, AND AND 36" MAX. ABOVE THE FLOOR 24" MIN. ON THE TRANSFER SIDE. THE CENTERLINE OF THE 17 MIN. AND 19 MAX. ABOVE A5 FLOOR MOUNTED THE FLOOR, MEASURED TO THE WATER CLOSET SHALL BE 16" WATER CLOSET MIN. AND 18" MAX. FROM THE TOP OF THE SEAT. SIDE WALL OR PARTITION. SANITARY NAPKIN A6 DISPOSAL FIXED SIDE WALL MOUNTED WITH THE CENTER LINE LOCATED 12" MAX. FROM THE A7 GRAB BAR : 42" MIN. OF THE BAR LOCATED 33" MIN. REAR WALL AND EXTENDING LENGTH AND 36" MAX. ABOVE THE FLOOR 54" MIN. FROM THE REAR WALL THE OUTLET OF THE TOILET PAPER THE OUTLET OF THE DISPENSER DISPENSER SHALL BE A8 DISPENSER (BELOW SHALL BE LOCATED 18" MIN. AND LOCATED WITHIN AN AREA 24" GRAB BAR) 48" MAX. ABOVE THE FLOOR. MIN. AND 42" MAX. FROM THE REAR WALL. VERTICAL FIXED SIDE MOUNTED WITH THE BOTTOM OF WITH THE CENTER LINE OF A9 WALL GRAB BAR: 18" THE BAR LOCATED 39" MIN. AND THE BAR LOCATED 39" MIN. MIN. LENGTH 41" MAX. ABOVE THE FLOOR AND 41" MAX. FROM THE REAR WALL. SEAT COVER 12" HEIGHT ABOVE GRAB BAR. SEE ICC A117.1 - 2009: 308 REACH A10 DISPENSER RANGES AND TABLE 603.6 BABY CHANGING All SEE ICC A117.1 - 2009 : 308 REACH RANGES AND TABLE 603.6 STATION Al2 WOOD BLOCKING SEE WOOD BLOCKING DETAIL A13 METAL BLOCKING RESTROOM ACCESSORIES LEGEND Al RECESSED HAND TOWEL DISPENSER A2 MIRROR A3 WALL HUNG LAVATORY A4 REAR WALL GRAB BAR : 36" MIN. LENGTH A5 FLOOR MOUNTED WATER CLOSET A6 SANITARY NAPKIN DISPOSAL A7 FIXED SIDE WALL GRAB BAR : 42" MIN. LENGTH A8 TOILET PAPER DISPENSER (BELOW GRAB BAR) A9 VERTICAL FIXED SIDE WALL GRAB BAR : 18" MIN. LENGTH A10 SEAT COVER DISPENSER All BABY CHANGING STATION Al2 WOOD BLOCKING FOR GRAB BAR AND BABY CHANGING STATION A13 METAL BLOCKING FOR LAVATORY MATERIAL LIST TIL1 : CERAMIC TILE 12"x24"(NONABSORBENT SURFACE ) P1 : SEMI -GLOSS PAINT B1 : COVED BASE TILE IBC 1210.2.2 NONABSORBENT SURFACE AROUND TOILETS AND URINALS SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 4' ABOVE THE FLOOR. TOILET ROOM WALL SIGN UNISEX 1 I UNISEX SIGNAGE 3/16" THICK BACK PAINTED ACRYLIC, MATTE FINISH, 1/4" RADIUS EDGES. "MEN", "WOMEN", "NURSING", OR "UNISEX" TEXT RAISED 1/32" MIN. & 3/4" HIGH, WIDTH TO HEIGHT RATIO OF 3:5 TO 1 A AND STROKE WIDTH TO HEIGHT RATIO OF 1:5 TO 1:10. GRADE 2 BRAILLE W/ DOTS 1/10 INCH O.C. IN EACH CELL, 2/10 INCH SPACE BETWEEN CELLS, AND DOTS SHALL BE RAISED 1/40 INCH. MIN. SCALE N.T.S. WALL SIGN 2 X 4 STUD 0 1 1/2" DIA. MIN. GRAB BAR Q 2X4 (2 N0.) WOOD 1. SIGNS SHALL BE A MIN. OF 1/4" THK., AND THEIR STUDS AS BLOCKING LL: L.L: COLOR AND CONTRAST SHALL BE DIFFERENT FROM d THE COLOR AND CONTRAST OF THE DOOR/WALL PER 5/8" WATER RESISTANT `o GOVERNING CODES & ADA REQUIREMENTS. GWB, PAINT AS/ SCHEDULE 2. WALL SIGNS SHALL BE LOCATED ON LATCH SIDE OF DOOR, CLEAR OF DOOR -SWING. 3. LETTERS AND BRAILLE SYMBOLS SHALL BE PER APPLICABLE CODES & ADA REQUIREMENTS. SCALE : N.T.S. SCALE : N.T.S. 2 WOOD BLOCKING DETAIL 3 DOOR /FRAME ELEVATION SOUND BATT 25" MAX INSULATION AROUND TOILET ROOMS TYP. 6" C MTL. BLOCKING @ MIRROR (2)6" C MTL. BLOCKING@ VANITY LAVATORY RIM TOP GRANITE COUNTER OVER 3/4" MDO PLYWOOD 0 o a 75— LAV o o C\, o N r 8" MIN METAL L-BRACKETS 2"X2" EACH S11 o7 PLYWOOD OUTRIGGERS (TYPICAL) xQ 3/4" PLYWOOD OUTRIGGERS LOCATE PER PLAN, PAI T TO MATCH P-LAM VANITY 3/4" PLYWOOD FRAME @ Lu coTOP Q CONTINUOUS FRONT. FRONT & BACK SIDE C/) AS SHOW z WALL PER PLAN Y INSULATE PIPES: REFER TO NOTE BELOW Lu z_ Q 11" MIN N C/) 48" MIN CLEAR FLOOR SPACE �w o 17" MIN TOE SPACE NOTE: WATER SUPPLY AND DRAIN PIPES SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE BELOW BE NO SHARP OF ABRASIVE SURFACES UNDER LAVATORIES AND SINKS. 4 I TYP. SECTION AT LAVATORY OF SCALE N.T.S. D E S I G N S T U D 1 E] 9031 21 STAVE SW SEATTLE, WA 98106 TEL. 206.322.4323 FAX. 206.322.9177 E-MAIL: INFO@CATCHSTUDIO.COM WWW.CATCHSTUDIO.COM ARCHITECT: 6192 REGISTERED ARCHITECT THAN SUTAN STATE OF WASHINGTON PROJECT TITLE: GYRO MAKERS 10016 EDMONDS WAY # A, EDMONDS, WA 98020 SHEET TITLE: ENLARGE RESTROOM REVISIONS: 10 BLD2024-0117 DATE: 02/14/2024 OTHER PERMITS: PLUMBING: BLD2024-0178 HEALTH: SR0053221 CATCH DESIGN STUDIO DRAWN: NOS NARIN CHECKED: SCALE: AS NOTED FILE: GYRO MAKERS A INTAKE2.4 MB 03.13.2024 DATE: 03/13/2024 SHEET# RESUB Mar 13 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A7 OFAI D E S I G N S T U D 1 E] c: x Q d y H W oc c cs �W o C� W Z OFF al W m W XISTING POST `' ��)�„ ` LED STRIP LIGHT COUNTER : TOTAL LENGTH :21' LF. +18"� 30"X30" 30"X48" x a y� W Lu cc G C7 W W Z cm W W 30"X30" 30"X48" POWER FOR EXTERIOR SIGNAGE (FIELD VERIFY) .J� OUTMET AND DATA PLAN SCALE : 1/4" = V-0" EXIT SIGN CENTERED OVER DOOR (WHERE APPLICABLE) REMOTE EMERGENCY HEAD EXIT EMERGENCY LIGHT DOOR OPENING ABOVE COUNTER RECEPTACLE ABOVE COUNTER OR BACK SPLASH TELEPHONE/ FIRE ALARM PULL STATION DATA OUTLET (TO MECHANISM) o COUNTER OR ❑ BACK SPLASH LIGHT SWITCH DUPLEX RECEPTACLE TELEPHONE/DATA OUTLET TELEVISION OUTLET El ❑ o FLOOR ELECTRICAL/PHONE/DATA LEGEND (NEW SHOWN ONLY) COORDINATE PHONE/DATA INSTALLATION WALL MOUNTED DUPLEX RECEPTACLE OUTLET WALL MOUNTED FOURPLEX RECEPTACLE OUTLET WALL MOUNTED COMBINATION TELEPHONE AND DATA OUTLET WALL MOUNTED DUPLEX RECEPTACLE OUTLET - DEDICATED 120V, 20A WALL MOUNTED 220 V RECEPTACLE OUTLET CEILING MOUNTED DUPLEX RECEPTACLE OUTLET FOR TV +60 HEIGHT ABOVE THE FINISHED FLOOR (VERIFY W/ PROJECT MANAGER) N NEW GFCI GROUND -FAULT CIRCUIT INTERRUPTER KEY NOTES: ELECTRICAL / DATA / PHONE ALL WALL MOUNTED ELECTRICAL FOR CHAIRS IS GFCI PER MGF. REQ .AND SET ABOVE PLUMBING CHASE COVER FOR ACCESS. VERIFY ALL MGF REQ. FOR ALL EQUIPMENT USED IN THIS LAYOUT. ELECTRICAL / PHONE / DATA NOTES: COORDINATE PHONE/DATA INSTALLATION WITH APPROPRIATE SUB -CONTRACTOR., TENANT, & BUILDING MANAGER PRIOR TO CONSTRUCTION. ALL EXISTING ELECTRICAL DEVICES ARE TO REMAIN, UNLESS NOTED OTHERWISE. ALL OUTLETS TO BE INSTALLED AT LOCATIONS SHOWN BY DIMENSIONS ON THE POWER & SIGNAL PLAN. DIMENSION ALL OUTLETS FROM THE CENTERLINE OF THE OUTLET BOX. NON -DIMENSIONED OUTLETS ARE TO LOCATED AT THE NEAREST WALL STUD. CENTER ALL NEW WALL MOUNTED OUTLETS/RECEPTACLES AT +18" A.F.F., U.O.N. WHEN OUTLETS ARE GROUPED TOGETHER (2 OR MORE), SPACE NO MORE THAN 2" APART. ALL WALL COVER PLATES SHALL BE WHITE, UNLESS B/S IS DIFFERENT, MATCH B/S OR VERIFY W/ BUILDING MANAGER. POWER/SIGNAL AND REFLECTED CEILING PLANS ARE FOR THE GENERAL INFORMATION OF THE CONTRACTOR. EXACT LOCATIONS SHOULD BE VERIFIED AND CHANGES MADE BASED ON THE EXISTING CONDITIONS ABOVE THE CEILING OR IN THE WALLS. NOTIFY ARCHITECT FOR ANY SIGNIFICANT CHANGE. TENANT TO PROVIDE AND INSTALL THE TELEPHONE AND DATA CABLING. CONTRACTOR TO COORDINATE SCHEDULING AND OTHER REQ. WITH TENANT. ALL TELEPHONE AND COMPUTER WIRES SHALL BE PULLED BY TENANT CONTRACTOR U.O.N. ELECTRICAL CONTRACTOR SHALL PROVIDE PULL WIRES AND BOXES AT EACH LOCATION. ALL/ANY CORE DRILL LOCATIONS SHALL BE VERIFIED BY BLD. APPROVED ULTRASOUND OR X-RAY VIEWING PRIOR TO DRILLING. ALL UNUSED CORE DRILLS SHALL BE PLUGGED AND CAPPED AS REQUIRED TO MAINTAIN FLOOR FIRE RATING. CONTRACTOR SHALL OBTAIN APPROVAL FROM BUILDING MGR. FOR ALL THERMOSTAT LOCATIONS. FOR REFERENCE ONLY 9031 21 STAVE SW SEATTLE, WA 98106 TEL. 206.322.4323 FAX. 206.322.9177 E-MAIL: INFO@CATCHSTUDIO.COM WWW.CATCHSTUDIO.COM ARCHITECT: 6192 REGISTERED ARCHITECT THAN SLITAN STATE OF WASHINGTON PROJECT TITLE: GYRO MAKERS 10016 EDMONDS WAY # A, EDMONDS, WA 98020 SHEET TITLE: OUTLET AND DATA PLAN REVISIONS: 10 BLD2024-0117 DATE: 02/14/2024 OTHER PERMITS: PLUMBING: BLD2024-0178 HEALTH: SR0053221 CATCH DESIGN STUDIO DRAWN: NOS NARIN CHECKED: SCALE: AS NOTED FILE: GYRO MAKERS A INTAKE2.4 MB 03.13.2024 DATE: 03/13/2024 SHEET# RESUB Mar 13 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT