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APPROVED BLD PLN FIR RESUB3 BLD2024-0227+Architectural_Plan+7.1.2024_1.31.38_PM+4352789COVER SKEET � PROJECT I Approved DFM CMr%s Burt South County Fire Date: 07/03/2024 07-03-2024 RESUB 3 PLAN REVIEW NOTES: APPROVED WITH CONDITIONS. 1. A SEPARATE FIRE ALARM PERMIT IS REQUIRED 2. ADDRESS NUMBERS SHALL BE 4 INCHES HIGH AND THE COLOR SHALL BE IN CONTRASTING COLOR TO THEIR BACKGROUND. 3. ONE 2A-10B-C FIRE EXTINGUISHER TO BE MOUNTED NEAR MAIN DOORS ON BOTH FLOORS. 4. A KNOX BOX IS REQUIRED, LOCATION TO BE DECIDED. DFM BURT See site plan for entry construction details. Separate plumbing and Mechanical permits required City Of Edmonds Building Department Work TENANT IMPROVEMENT Address 9617 FIRDALE AVE r------------------------------------------------- Owner ; FIRDALE VILLAGE Approved Date 07/22/2024 Building Official E1rl.(/ ��'vw � r Permit Number BLD2024-0227 ABBREVIATIONS CONSTRUCTION TYPE .VA__________; OCCUPANCY GROUP �_ M___________ OCCUPANT LOAD '44 APPROVED BY PLANNING ��.r� Jul 18`2024 Nothing in the permit approval process shall be interpreted as allowing or permitting the maintenance of any currently existing illegal, nonconforming or unpermitted building, structure or site condition which is outside the scope of the permit application, regardless of whether such building, structure or condition is shown on the site plan or drawing. Such building, structure or condition may be the subject of a separate enforcement action. CODES USE FOR THIS PROJECT: 2018 INTERNATIONAL EXISTING BUILDING CODE 2018 INTERNATIONAL BUILDING CODE 2018 WAS�IINGTON STATE ENERGY CODE (COMMERCIAL) 2018 UNIFORM PLUMBING GODS ��AS AMENDED � ADOPTED BY TIE CITY OF EDMONDS 0 FIRE ALARM SYSTEM A SEPARATE FIRE ALARM SYSTEM PERMIT IS TO BE APPLIED FOR BY OTHERS. THE FIRE ALARM SYSTEM IS TO BE INSTALLED UILDING, INCLUDING ALL LEVELS OF TIDE PROPOSED BUILDING AND ALL LEVELS, SUITES OF TIE G T INCLUDED IN THIS SCOPE OF WO1�C BUILDING DATA ADDRESS: 961i FIRDALE AVE, EDMONDS, WA 9802sa PARCEL N0: Om449900mm01 m0 LEGAL DESCRIPTION: SEC 36 TWN 2� R 03 QTR SE - FORSI�EES FIRDALE VILLAGE BLK 000 D-00 -COMB FOR TAX PURP ONLY - LOT 1 PLUS PTN VAC CUL-DE-SAG TGW LOTS 2-3 PLUS ADJ PTN VAC CUL-DE-SAC LESS PTN WNNFORSI�EE FIRDALE VILLAGE 5 ALSO LESS TIC PTN LOT 3DAF -BEG AT NE GOR OF Sl/2 Nl/2 OF SWl/4 SE1/4 TN SOl*42 29W ALG E LN OF SD SWl/4 SE1/4 510FT T�I N88�26 50W �SFT TPBTN GONT N88�26 50W 104.06FT TNS�2�21 54E 108.30FT TIC N01�33 l0E 30FT TPB TGW LOT 4 PLUS ADJ PTN VAC GUL-DE-SAG LESS PTN WNN FORS�IEE FIRDALE VILLAGE 5 TGW LOT 5 PLUS PTN VAC CUL-DE-SAC � LESS PTN PROP PLAT FORS�IEES FIRDALEVILLAGE NO 5 TGW LOT 12 TGW LOT 13 � NWLY SFT LOT 14 TGW SELY 52FT LOT 14 BUILDING: TYPE V-A OCCUPANCY: `�M ZONING: FVMU TOTAL BLDG: 15,606� (A-2 25°ro, B 52°ro, M 23°ra) 6,408� 1st FLOOR 2,790>a 2nd FLOOR 6,408� BASEMENT BLDG PERIMETER: 4m8' TOTAL 408' FRONTING OPEN SPACE (50' MIN) INCREASE: (4m8/408-0.25X 50/3m) = 1.25 BLDG AREA A-2 = 3,594>a ALLOWED: M = 2,lOm� B = 14,1i5>a TOTAL = 19,869� (MORE T�IAN 15,606� OK) EAST END OF BUILDING AREA: 1ST FLOOR: 1,934 SgFt (M) BASEMENT: 1,�48 SgFt (M) TOTAL S.F:. 3,582 ScjFt 23io OF TOTAL BLDG LOT: 3.12 Acres 03 YEAR BUILT: 1942 SEE T�IIS SHEET � PLANS FOR ADDITIONAL CODE ANALYSIS LEGEN D APPROVED • PLANS MUST BE ON JOB SITE ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE STATEMENT OF USE � LIABILITY THESE PLANS ARE FOR TIDE EXCLUSIVE USE OF GOLDEN COAST CONSTRUCTION BCIE ASSUMES NO RESPONSIBILITY OR LIABILITY FOR USE OF Ti�ESE PLANS BY OT�IERS. ALL INFORMATION ON T�IESE PLANS IS TIDE EXCLUSIVE PROPERTY OF BCIE AND DOES NOT EXPRESS NOR IMPLY ANY WARRANTY OF THE INFORMATION ON T�IESE PLANS. SCOPE OF WORK 1. FUTURE TENANT FOR BOTH FLOORS (M OR B OCCUPANCY). EXTERIOR AND INTERIOR CHANGES ORIGINALLY SUBMITTED UNDER PERMIT N0. BLD22-1181. MAJORITY OF CODE REQUIREMENTS SIMILAR BUT PLANS REVISED AS REQUIRED. 2. FOLLOWING C�IANGES: 2.1. NEW STAIRS FROM MAIN FLOOR TO BASEMENT. 2.2. ADDITIONAL RESTROOM � MAIN FLOOR. 2.3. ADDITIONAL EXIT � MAIN FLOOR 2.4. REDUCE BASEMENT FOYER DEPTH. 2.5. REMOVE NON -BEARING BASEMENT WALLS. �� 'SEE PLANS FOR ADD'L INFORMATION. ARCH I TE C TURAL /STRUCTURAL : PROVIDE (N) INTERIOR � EXTERIOR ARCI�ITECTURAL � STRUCTURAL CONSTRUCTION AS NOTED PER TIDE PLANS. ALL (N) CONSTRUCTION SMALL COMPLY WITI� TIE 2m18 IBC AS AMENDED � ADOPTED BY THE LOCAL JURISDICTION. ELECTRICAL, MECI�ANICAL, � PLUMBING: PROVIDE (N) ELECTRICAL, MECHANICAL, � PLUMBING FIXTURES � SERVICES WITHIN TIE AREA OF WORK AND AS OTHERWISE NOTED PER TIDE PLANS. AB(s) ANCHOR BOLT(s) FT FOOT, FEET PNL PANEL PLAN TITLE Wl = SW DESIGNATION PER ADEQ ADEQUATE FTG FOOTING PT POINT �� SW TABLE ON 51.0 ADD'L ADDITIONAL GA GAUGE PWD PLYWOOD SCALE: 1"=10'-0° PLAN TITLE UNDERLINE ALUM ALUMINUM GALV GALVANIZED REINF REINFORCEMENT BLDG BUILDING GCB GYPSUM CEILING BOARD RQD REQUIRED � 1 =REVISION NUMBER � BLKG BLOCKING GLB GLULAM BEAM SI SQUARE INC�IES BM BOT BEAM BOTTOM GWB I�G GYPSUM WALL BOARD FOLLOW CORE SC SNT SOLIp CORE SHEET Q NORTH ARROW INDICATES AREA WITI� A REVISION BRG BEARING I�D(s) I�OLDOWN(s) SNTG SNEATI�ING BTWN BETWEEN I�DR(s) I�EADER(s) SIM SIMILAR A DETAIL TITLE DETAIL/SECTION TITLE UNDERLINE o � CENTER LINE I�DWR I�ARDWARE SOG SLAB ON GRADE °- CTR(d) CENTER, CENTERED IMF ITEM FIR SPCG SPACING SX.X SCALE: 1"=1'-0" SX.X =SHEET WI�ERE DETAIL/SECTION � `� CLG CEILING I�ORIZ I�ORIZONTAL SQ SQUARE IS DRAWN �w NOT WATER NEATER CLR CLEAR IBC INTERNATIONAL BUILDING CODE SgFt SQUARE FEET r� r�= raw E = Exist �� GOL COLUMN I/F INSIDE FACE STRUCT STRUCTURAL 1 =DETAIL NUMBER � COMP COMPOSITION, COMPOSITE INSUL INSULATION SW SHEAR WELL 1 SX.X =REFERENCE WHERE DETAIL EXISTING WALLS TO REMAIN CONC CONCRETE INT INTERIOR T �G TOUNGE � GROOVE SX.X IS TAKEN GONT CONTINUOUS IRC INTERNATIONAL RESIDENTIAL CODE TYP TYPICAL EXISTING WALLS TO BE REMOVED GONTR CONTRACTOR JT JOINT UNO UNLESS NOTED OTHERWISE CTV CONTRACTOR TO VERIFY LAM(s) LAMINATION(s) VERT VERTICAL 1 =SECTION NUMBER z pEMO DEMOLISH, DEMOLITION Ibs POUNDS W/ WITH 1 SX.X =REFERENCE WHERE SECTION � NEW 2x4/2x6 WALLS/SNEAK WALLS � pF pOUGLAR FIR MAX MAXIMUM W/0 WITHOUT SX.X IS TAKEN o DIA, � DIAMETER MFR MANUFACTURER WIN WINDOW � DEDICATED EXHAUST ROOF VENTS Z DIST DISTANCE MIN MINIMUM WSEC WASNINGTON STATE ENERGY CODE 1 -ELEVATION NUMBER pTL DETAIL (N) NEW XFR TRANSFER 1 SX.X =REFERENCE WHERE ELEVATION (E) EXISTING NOM NOMINAL SX.X IS TAKEN � EA EAC�I O.C. ON CENTER EQ EQUAL 0/F OUTSIDE FACE �i DOOR MARK PER SC�IEDULE cv � ES EA SIDE OSB ORIENTED STRAND BOARD r EW EAC�I WAY 0�1 OVERHANG O WINDOW MARK PER SC�IEDULE o EXT EXTERIOR PE PRE ENGINEERED X FF FLUSHED FRAMED, FINISI�ED FLOOR fE PLATE FLR FLOOR PLCS PLACES FND FOUNDATION P-NAILS PNEUMATIC NAILS ri 04-23-24 CITY REVIEW COMMENTS �2 06-18-24 CITY REVIEW COMMENTS �3 07-01-24 CHANGE TO SCOPE OBTAIN ELECTRICAL PERMIT FROM STATE LABOR 8� INDUSTRIES BUILDING DESIGN NOTES ARCHITECTURAL Ti�E CONTRACTOR ANp SUBCONTRACTORS PERFORMING TIE ARC�IITECTURAL WORK, W�IICi� INCLUDES: EXTERIOR AND INTERIOR FINISHES, EXTERIOR FLASHING � CAULKING, INTERIOR FLOORING, TRIM, ETC. SHALL REPLACE THE ARCHITECTURAL ITEMS TO MATG�I ORIGINAL CONDITIONS. THE ARCHITECTURAL WORK SHALL BE PER TIE 2018 IBC AS AMENNDED � ADOPTED BY CITY OF EDMONDS AND Ti�E STATE OF WASi�INGTON. ELECTRICAL, MEG�IANIGAL, � PLUMBING: TIDE CONTRACTOR ANp SUBGONTRAGTORS PERFORMING TIE ELECTRICAL, MECHANICAL, � PLUMBING WORK SHALL INSTALL NEW ITEMS TO MATCH Ti�E ORIGINAL ITEMS. SEPARATE PERMITS FOR ELECTRICAL ANp MECi�ANIGAL SMALL BE SUBMITTED TO CITY OF EDMONDS BY TIE ELECTRICAL AND MECi�ANICAL CONTRACTORS. Ti�E ELECTRICAL � MECHANICAL GONTRAGTORS ARE RESPONSIBLE FOR SPECIFICATIONS OF ELECTRICAL SERVICES (AS REQ'D), MECi�ANICAL EQUIPMENT (AS REQ'D), � PLUMBING FIXTURES (AS REQ'D). ALL WORK SHALL COMPLY WIT�I CURRENT ELECTRICAL, MECHANICAL, AND PLUMBING CODES AS AMENNDED � ADOPTED BY CITY OF EDMONDS AND THE STATE OF WASNINGTON. PROJECT TEAM CONTRACTOR: GOLDEN COAST CONSTRUCTION � RESTORATION CONTRACTORS LICENSE# GOLDECC809P1 CONTACT: GREG TI�ODE 425.4�1.2��� (C) SHEET INDEX INVESTIGATIVE/RESTORATION ENGINEER BC INVESTIGATIVE ENGINEERS CONTACT: JESSE BINFORD, PE PRINCIPAL 253.6�0.9513 GENERAL STRUCTURAL CS-1 COVERSi�EET � PROJECT INFO �Sl.m TYPICAL STRUCTURAL NOTES CS-2 SITE PLAN Sl.l SW TABLE � DETAILS CS-3 BREEZEWAY � ENTRY PLAN 52.0 MAIN FLOOR FRAMING PLAN CS-4 BREEZEWAY � ENTRY DETAILS 52.1 STAIR FRAMING PLAN � DETAILS CS-5 UTILITY � TESC PLAN S3.m ROOF FRAMING PLAN 3 � CS-� TESC DETAILS ARCHITECTURAL A0.0 DESIGN NOTES A1.0 MAIN FLOOR PLAN Al.l BASEMENT FLOOR PLAN A1.2 REFLECTED CEILING PLAN A1.3 ADA RESTROOM PLAN � pETAILS A2.0 BUILDING SECTION (1 OF 2) A2.1 BUILDING SECTION (2 OF 2) A2.2 FIRE -RATED DETAILS A3.0 ELEVATIONS 0 ( 2m TOTAL SHEETS, THIS SET VICINITY MAP a � • ma..,. PRC Edmonds (r onnc-dy f - Ballinyer Lake Park � s Local Roots Mariivana) ARCADE LDHIGN © - ©Scnher Lake Hlgh School Edmonds Castle s rormer Woodway r � - HighSchoolQ '� ° $ u„ � - -nprrtan,y clo.ctl •,""•' -am v. sw f - t"? - °' s - - �_ 3 � � s s Boat Ramp At � r ""'�"'" Satew �;ar stsw . ��;,6i o.,u i�erk - Madrona K-8 School © � ® � - Lake Ballinger © rekowow or � f ©Family Pancake House s - Nlle Shrine Gon c ,.w - .-��u". rv, ..,,. ... zaetn sr sW 1�Stars In 115e Sky f f - ._ Edmount n �:•°' Island � - .,. �. .,, f ;.ours ew N N rVl rYl � N O i i i O O O w J �_ ♦- 0 L� �� c � `��.� � ��� �w � �F a �z � ,�0 r0\ b,LS w�� Yg' ,J N I � � � ��� w �� � w�� � � � � ��� � ��O q w�� Q ��q � RESUB Jul 02 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W� �� _ � H—I � O �, �� � O � �-T-1 I� r" T � �� � �~ �� � � U rTl I� F-+--� Q w cn O • O W Q • O�� �O� ��� �� NNE W � W � � � M�M "V � >' � � �l N Wpa ^�^ V rVr`` V r�r�� V � 4' pa Q cv _ - '""" f FIRDALE VILLAGE � e_ _ - ,�,,,_sw 9 .r.,„-... , - � R •Tia TrinPs Pantry ©Dennys f "' - ` [hr� �I ©panes Bread W TSalh Sr SW ® � ® � V 1\ ..:,berg � w ���_ � - - Catholic Cemetery r Garden = F` � � - uw.��,. s, ,�.°„,�5, - z Sanmam Grill© QCos[co Wholesale - it �. r„w „ _ � "'p1"� Costco GasalineQ ..o,.,v vw.n°ai .i N ]Oath 9 = ""� 19OpR A H I L L W O O D �� �°���� -� - Ballinger Commohs Q Melvin G Syre © f "�" 1°°0"' - o Apanment Homes "�� � �� ntary School = - _ z ;;mood Beach z �,..�.,..,..,e, a �_ _ a = _ � _ _._. _ ,,, n �� ' ' S O r 0 z a 0 a �� I NANpRAI� N®TES: 1014.2 1�� IG1�T. 1�ANDRAIL N�IGNT, M�ASUR�® A�OV� STAIR TR�A® NOSIN�S, OR 1=1NISN SURI=ACC 01= RAMP S�OP�, SNA�� �� UN11=0RM, NOt ��SS TNAN 3� INCI��S «�� MM) AND NOT MORE TI�,4N 3� INCI��S �9�3 MM). 1�ANDi2AIL ��IG�T OI= ALTERNATING TREAD D�VIC�S AND SIPS LADD�i2S, M�ASUR�D A�OU� TREAD NOSINCS, S1�A�L �� UNIFORM, NOT LASS T1�AN 3O INC��S ���2 MM) AND NOT MOi2� THAN 34 INC1��S �3G 4 MM). �XC�PTIONS: 1. LU��R� 1�AN®RAIL 1=ITTIN�S OR ��N®INCS ARC USA® TO PROVIDE CONTINUOUS TRANSITION ��TUJ��N �LICI�TS, TNT 1=ITTINGS OR ��N®INCS S1�A�L �� P�RMITT�D TO �XC��D Tl�� MAXIMUM N�IC1�T. 2. IN GROUP R-3 OCCUPANCI�S� IUITNIN DUJ��LINC UNITS IN GROUP R-2 OCCUPANCI�S� AND IN CROUP U OCCUPANCIES T1�AT ARC ASSOCIATE® LUITI� A CROUP R-3 OCCUPANCY OR ASSOCIATE® UJITN INDIVIDUAL DUJ�L�ING UNITS IN �i2OUP R=2 OCCUPANCIES± W��R� �ANDRAI� SITTINGS OR ��NDIN�S ARC USED TO PROYID� CONTINUOUS TRANSITION ��TUJ��N 1=LIGI�TS, TRANSITION AT WINDER TREADS, TRANSITION 1=ROM 1�AN®RAIL TO GUARD, OR WN�R� USED AT T�I� START O1= A �LIC1�T, Tl�� NAN®RAID N�IC1�T AT Tl�� 1=ITTINCS OR ��NDINGS SHALL �� P�RMITT�® TO �XC��® TNT MAXIMUM �-I�I��IT. 3. 1�ANDRAILS ON TOP O� A GUAR® WN�R� P�RMITT�® ALONG ST�PP�D AISLES AN® RAMP® AISLES IN ACCOR®ANC WITI� SECTION 1029.13. 101�.3 NAN®RAID GRASPA�I�ITY. R�QUIi2�D �ANDRAI�S S1�AL� COMPLY WITS SECTION lO14.3.1 OR SHALL PROYID� �QUIYAL�NT GRASPA�ILITY. �XC�PTION: IN CROUP R=3 OCCUPANCIES± WITHIN DW��LING UNITS IN CROUP R=2 OCCUPANCIES± AND IN Gi2OUP U OCCUPANCIES T1�AT ARC ACCESSORY TO A CROUP R=3 OCCUPANCY Oil ACCESSORY TO IN®IVI®UAL ®W�L�ING UNITS IN CROUP R-2 OCCUPANCI�S� NAN®RAMS S1�AL� �� TYPE I IN ACCOR®ANC WITI� SECTION 101�.3.1, TYPE II IN ACCOR®ANC WITI� SECTION 101�.32 OR S1�A�L PROM®� �QUIYAL�NT Gi2ASPA�ILITY. 1014.3.1 TYPE I. 1�ANDRAILS WITI� A CIRCULAR CROSS SECTION S1�A�L �IAV� AN OUTSI®� ®IAM�T�R O1= NOT LASS T1�AN 11/� INCN�S �32 MM) AN® NOT GR�AT�R T1�AN 2 INC1��S �31 MM). WN�R� TNT 1�ANDRAIL IS NOT CIRCULAR, It S1�AL� �AU� A P�i21M�t�i2 DIMENSION O� NOT ��SS THAN 4 INC��S �102 MM) AND NOT CR�At�i2 THAN G 1/4 INC1��S �1�0 MM) WITS A MAXIMUM Ci2OSS=SECTIONAL DIMENSION O� 21/4 INC��S l57 MM) AN® MINIMUM CROSS -SECTIONAL ®IM�NSION O1= 1 INC1� �23 MM). �®��S SMALL 1�AV� A MINIMUM RA®IUS O1= f�.Ol INCH 10.25 MM). lO1 �.32 TYPE I I. 1�ANDRAILS WITI� A P�RIM�T�R �R�AT�R T1�AN G 1/4 INC1��S �1G O MM) SHALL PROYID� A GRASPA��� �ING�R R�C�SS AREA ON DOTS SIDS O� Tl�� PRO�IL�. T�� �ING�R R�C�SS S1�A�L ��GIN WITHIN A ®ISTANC� O� 3/� INC�I �19 MM) M�ASUR�® Y�RTICA�LY FROM T�I� TAL��ST PORTION O1= Tl�� PRO1=1�� AND AC1�I�Y� A D�PTI� OI= NOT ��SS TITAN 3/1� INC�I �3 MM) UJITNIN 7/� INCI� �22 MM) ���OIU TI�� WIDEST PORTION O� T�� PRO�I��. T1�IS R�QUIR�D D�PTI� S1�AL� CONTINUA FOR NOT LASS T1�AN 3/� INCI� �lO MM) TO A L�Y�L TEAT IS NOT LASS T1�AN 13/4 INC1��S �4� MM) ���OW T�� TALLEST PORTION O� TNT PRO�IL�. Tl�� WI®T�I OI= TNT 1�AN®RAIL A�OY� Tl�� R�C�SS SHALL g� NOT ��SS THAN 11/� INCN�S �32 MM) TO NOT �R�AT�R T1�AN 23/� INCN�S PTO MM). �®GAS S1�AL� NAYS A MINIMUM RADIUS O1= 0.01 INCH �0.2� MM). T'I'P 2' EMB 4 1/2' HANDRAIL CONNECTION NTS � �O SST® PIPS) �M��D TITAN C1�ORS d 4O STD PIPS) � 1/�" ANCHORS CONCRETE TRANSITION PAR CONTR W/ COLD JT PAR P�RMITT�D PLANS SLOPS ALL �N) CONC. 1/�:12 AWAY 1=ROM �XT. WADS (�) PARKING STALLS tYP� I CIRCULAR HANDRAIL 1-1/�' t0 2' DIA PAR NOM�OUJN�R/CONTR 3�' t0 38' HANDRAIL N�IGNt AB01� NOSE 0� tNR�AD PAR CONtR �N)1�ANDRAIL SUPPORT SYSTEM CONN�CT�D TO «) WALL PAR 1�OM�OWN�R/CONTR tYP� I NON -CIRCULAR HANDRAIL • 4' MIN P�RIM�t�R DIMENSION �� � c 6-1/4' MAX P�RIM�t�R DIMENSION la{b+c+d) • 2-1/4' MAX pIAGONAL DIMENSION le) • MIN RADIUS OF 0.01 " 1� 04-23-24 CITY REVIEW COMMENTS 06-18-24 CITY REVIEW COMMENTS 07-01-24 CHANGE TO SCOPE tYP� II NON -CIRCULAR HANDRAIL HANDRAIL P�RIM�t�R � 6-1/4' 11/4 - 2 3/4 3/4' MAX TO tOP 01=1=1N�R R�C�SS 1=ROM tOP 01= RAIL (a) `�' � b 7/8' MAX DIStANC� t0 ACNI�V� e �` 1=ING�R R�C�SS p�PtN lb) TYPICAL HANDRAIL DETAIL NtS Handrails shall be located on both sides of ramps and have 1' extensions in the direction of travel. ��RO �ARRI�R TRANSITION W/ 1/�" MAX. ITT DI���R�NC� � PLANTER B4X lNJ ¢ a SOLID D�41N L INE � FOR P��4NTER BOXES TO «> LANDSC,PING PL�4NTER � S. SIDE PEfi� CS-r, O f I N ENTRY . — — — 2 ,_¢ � CS-� BREEZEWAY � SCALE: 1/8"=1'-0' • 3/8' MIN 1�RtICAL �Xt�NSION BLOW 1=ING�R R�C�SS lc) • 0.01' MIN RADIUS (d) • 5/16' GRASPABLE 1=fNGER RECESS (BOTH SIDES) le) 0 (�) LANDSCAPING � PLANTER PER CS-2 � CS-5 0 lN� PLANTER BOX pRAIN UJ/ SU�ACE DISCHARGE 0 (N) CONC LANDING � STEP 3 � N RAMP CS-¢ �' 1:12 SLOPE N PLANTER B4X — — N srAiRs —�—�— <NJ HANDRAILS EA SIDE pER DTLs I � 2/CS-3 I & ENTRY PLAN SEE SItE PLAN ON CS-2 1=0R BAL 01= IN1=0 �� O W W N 0 W w z O A Zo Q a lN) �" DIAM�rt�R OY�R��OUJ ®RAIN lU/ ATRIUM ��fi� CAP �� �I�OUJN UJ/ pI�C��R�� fi® �N) pR�IN �IN� �� U U � O m� z �N) �" DI�M�T�R P�R�® �T�D G®���GT®R UJ/ �ISGN. T �N) DRAIN 1-1N� ° d d ° a ° d � d ° d d. d C ° Q . d d .. lN) �" SOLID 1U�41=� DR�41N 1=1N� - TO «) ��ND�C�PIN� Pl-�Nfi�R � S. SI®� 1=0R S�lR1=ACC ®ISCI��4R�� � RAMP SECTION Handrails shall be located on both sides of ramps and have 1' extensions in the direction of travel. �N) �U�RpR�I�� PAR OUJN�R/CONTR �4S S�IOLUN PAR ®t� 2/CS-3 � �N) I��NpR�I�� �U��=��N�TI� �� �I�OUJN lU/ �Xt�NSIONS PAR ®t� 1/CS-3 d � ° z d �N) tOP 501� � ° '� U °. CV 0 /// /�j/ // /// /// /// / � �N) c®Nc ��������r l-�N� INS �i�� � ��i��i��i��i��i d Z PAR P��NS \//V\/�//\//\//\//\//\ � d �� � � � � � � ° a a ° 11" MIN ��j�� j� j���j���j���j���j��� � a d a d tR��4D °- �' M,4X, �" MIN ° a � d d RISER d _ d a ° d.. 4 ° d ° 4 �� � d d Q � �° � ° °° I dl 4 d a° a I 1 d d I -, 1 lN) 1/2' W,4SN�p ROCK �/�/�/�/�/�/�/�/�/�% `. PLANTER SECTION NtS 3'-6' 36" MIN C��AR 3 RAMP SECTION �N) P��1= � SrtICK 1=1=AS�IIN� PAR CONTR. OY�R �N) MTV 1=���I�IN� �N) C®NG �R����Al' ��NpIN� PAR P��NS UJ/ 1/�:1� S�OP� AIU�Y �R®M �XT. W��I-S d a ° ° d� � .d . ° d � d �. ° d ° 4, a .. � � � � Q d ° � � d � d d d ° ° � d 4 4 d ° d d d ° ° 4 a d d ° 4 ° Q �N) 2��� �A�Y. MTV �I-�SNIN� OY�R �N) ��®OR � �.®. «) �STM l��l-� PAR CONTR. ENTRY STAIR SECTION NtS :l 04-23-24 CITY REVIEW COMMENTS �2 06-18-24 CITY REVIEW COMMENTS 07-01-24 CHANGE TO SCOPE Z i 1� 04-23-24 CITY REVIEW COMMENTS �2 06-18-24 CITY REVIEW COMMENTS 07-01-24 CHANGE TO SCOPE � v � P.L. 225' +/- � ,. -..� \ .... •... ...... ...... ...... ...... ...... .•..• 'g �•• .' I. ... •.... ...... ...... ...... ......... �1 .. , .:......... :y�' .Q F� • • :... .. � • •. .� . • . .. .: •�• �. .• •' .. .. • . .. .. a ; , o. o � � .., •.. .. (�) ASPHALT PARKING LOT/ROADWAI' s .' a a '. • n a Do' a .... .SIN .: .. .• '. .' .• o. ' a4. � .1 • ... S. .• ....• •. o a • � '' a {/ a� o a°' ' .�. d° ,• \ . .. � . ,� � NOT SNOT 5 ESPRESSO :. . � � C. ' •� • • .� � \z \ � oHp o '• ' �• � , . ma`s �� • � -� �•� •�.• • ..��� • :• � • . � • � . � � � . • .. ' \ �` � .. � � � lE) TREES TO REMAIN - TiP !y • • �' GD 0 � � ��, � �... i / .'� • • • a v ���4i�V�l� �; o � • � :..�- � .: • �� °"�� °`� (N) CONC. OR ASPHALT FOR FLAT SUi�ACE TO . • ° �4 � � ' . ' • . '.: ° 9 . g QF� � :',- '• � � (N) BASEMENt ENTRY' IPER CONTR) ° N n p a � � � � ° •, \ .... a " . (�) LANDSCAPING PLANTER W/ lN) SLAB • �.� FOR (N) NVAC EQUIPMENT (CTV) \ ..' •• I p, � v � � � � • � + \�� • . ••� AREA OF (N) CONC LANDING � STEP � � �: \ \ .k �� � �\ � A \ \ � \ °A. A � k ��� .. •� A V �� .. �. • \ - // 'd�.. . ` k � N � •� � . � . c�, •I ' � � "� � .. ' . .. . _ _.. .. ... AREA OF (N) BREEZEWAI' � ENtRi PER CS 3 � � • � .. .. . —� — . — —.� _ � � I• . � � (AS NOTED � `k "� �) W/ PLANTER DRAINS �� � � � � — — �= � � � TO (�) LANDSCAPING PLANTER � S. SIDE FOR � ' a � ' ' .. ' � .. � � ' �:. � � � . � � � . : . � � ::. SUi�ACE D ISCNARGE -SEE CS-5 FOR ADD'L INFO 0 � �� ' � � �� � �� �� � �� �. � , � � � .� � . � ' ' . EQUIPMENT � STAGING AREA �w ��. .� .. ... ...' ... �.... � � � �... `" EXISTING DRIVEWAi �� ,W �W ,W �W � ,MAGED DURING THIS PROJECT SHALL � SHE CITY ENGINEERING INSPECTOR. \ � _ — o S-MN UTILITY & TESC PLAN �I � I% SCALD: 1'=30'-0' NOt�: "��" THIS SItE PLAN WAS GENERAtED USING INFORMATION FOUNp ON THE SNONOMISN COUNTi GIS SiSTEM AND INFORMATION GATHERED DURING SITE VISItS. tNIS SItE PLAN IS NOt t0 BE CONSIDERED A SUR�/El'. OLYMPIC VIEW WATER � SEWER DISRICT PROVIDED AS -GUILTS FOR tNIS PLAN - NO STORM DRAINS ARE LOCATED AT THE (E) FIRDALE VILLAGE �1 � �2 BUILDINGS W/ THOSE DRAINS, ALONG W/ ANl' (N) DRAINS MAtCNING tNE (E) SURFACE DISCHARGE (� " l w �1 "! N w O W V s 1 W j�r,` '�V W O 0 w W O i '�Y r O z Q Z� Q 6 MIL (MIN) CLEAR PLASTIC STRAW � SHEETING WATTLE ANCHOR WEIGHTS WITH STAKES Q 0 CONVEY RUNOFF TO APPROVED LOCATION STOCKPILES BURY SHEETING IN 4"x6" TRENCH A MIN. OF 8 FT. SETBACK FROM TOP OF SLOPE, BACKFILL WITH WASHED ROCK 10I l PROVIDE ENERGY SOIL BERM DISSIPATION AT TOE WHEN NEEDED � - STRAW BALES TOE IN SHEETING IN 4"x6" TRENCH A MIN. OF 3 FT. SETBACK FROM BOTTOM OF SLOPE, BACKFILL WITH WASHED ROCK CONVEY RUNOFF TO APPROVED LOCATION SLOPES 6 MIL (MIN) CLEAR PLASTIC SHEETING ANCHOR WEIGHTS WITH STAKES CONVEY RUNOFF TO APPROVED LOCATION STOCKPILE &EXPOSED SLOPE COVERING NtS TREE PROTECTION FENCING AND SIGN 1. CHAIN LINK, WIRE MESH, OR SIMILAR OPEN RIGID MATERIAL (NO PLYWOOD) 2. MUST BE INSTALLED PRIOR TO DEMOLITION OR GROUND DISTURBANCE 3. KEPT IN PLACE FOR THE DURATION OF CONSTRUCTION 4. NO SOIL DISTURBANCE OR ACTIVITY ALLOWED WITHIN FENCED AREA: MATERIAL STORAGE/STOCKPILING, PARKING, EXCAVATION, DUMPING, OR WASHING 5. MODIFICATIONS OF THESE REQUIREMENTS BY APPROVAL OF SDCI PLANNER ONLY 6. IF ROOTS GREATER THAN 2 INCH FOUND OUTSIDE OF FENCING, PROTECT BY HAND EXCAVATION AND, IF NECESSARY, CUT CLEANLY AND KEEP MOIST 7. USE 3 INCHES OR DEEPER WOOD CHIP MULCH OUTSIDE FENCED AREAS TO PROTECT FEEDER ROOTS VEGETATION PROTECTION 1. ORANGE MESH OR SIMILAR OPEN MATERIAL 2. MINIMIZE CONSTRUCTION ZONE 3. PROTECT VEGETATION OUTSIDE CONSTRUCTION ZONE WITH FENCING AS SHOWN 4. USE 3 INCHES OR DEEPER WOOD CHIP MULCH OUTSIDE FENCED AREAS TO PROTECT FEEDER ROOTS oZ I � CANOPY DRIP LINE DEFINES TREE & VEGETATION PROTECTION AREA TREE &VEGETATION FENCING AROUND ENTIRE DRIP LINE ON PERMIT SITE. ALTERNATIVE TREE PROTECTION, IF APPROVED BY SDCI, AS SHOWN ON SITE PLAN TREE &VEGETATION PROTECTION NtS 3' MIN. Q 0 `St. 18y" CITY OF EDMONDS PUBLIC W©RKS DEPARTMENT CATCH BASIN [H:�_�I� FILTER SOCK WITH OVER FLOW HOLES (TYP) CATCH BASIN NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN THIS APPLICATION AT ALL T1MES DURING CONSTRUCTION PERIOD. 2. ANY SEDIMENT IN CATCH BASIN INSERT SHALL BE REMOVED WHEN INSERT IS ONE—THIRD FULL. 3. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN. TEMPORARY SEDIMENT TRAP FOR CATCH BASINS APPROVED BY: R. ENGLISH REVISION DATE JANUARY 2018 STANDARD D ETAI L ER-902 1� 04-23-24 CITY REVIEW COMMENTS �2 06-18-24 CITY REVIEW COMMENTS 07-01-24 CHANGE TO SCOPE _LS 4 TH IN �E FULL WIDTH GRESS/EGRESS DETAIL NOTES: 1O THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE AND/OR INTO THE PUBLIC RIGHT—OF—WAY. t�2 ATB DRNEWAY RAMP AND/OR SITE ACCESS ROAD 15' WIDE MIN. SEE TABLE BELOW FOR REQUIRED LENGTH. NOTES: 1. SURFACE WATER —ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 2. MAINTENANCE —THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT OFF SffE AND/OR ONTO PUBLIC RIGHT—OF—WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL QUARRY SPACES AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED OFF SITE AND/OR ONTO PUBLIC RIGHT—OF—WAY MUST BE REMOVED IMMEDIATELY. 3. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO LEAVING THE SITE. WHEN WASHING IS USED, IT SHALL BE DONE ON AN AREA STABILIZED WITH QUARRY SPACES AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 4. INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. PROJECT SIZE MIN LENGTH OF (FEET) QUARRY SPALLS* < 1/4 ACRE 30 < 1 ACRE 50 < 3 ACRE 100 > 3 ACRE 100 `S1. 18y�' * PROVIDE ATB OR ASPHALT TRANSITION WHERE FRONTAGE ROAD IS AN ARTERIAL LENGTH TO BE DETERMINED BY CITY INSPECTOR. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN CITY OF EDMONDS STABILIZED CONSTRUCTION ENTRANCE PUBLIC W©RKS DEPARTMENT APPROVED BY: R. ENGLISH REVISION DATE JANUARY 2018 STANDARD D ETAI L ER-901 N N NI i i i m m N O O O O a a a I �O O ` l� q w RESUB w �, J u 102 2024 J CITY OF EDMONDS �_ DEVELOPMENT SERVICES � DEPARTMENT �� � 0 �� 0 �� rTl �� F� � W~ U U �� W z 0 0 W w � Q � � � � q v Wcp �'�ciC����'��o � �V � �O O �cp �i N QN 0 I O �o O w r� ^V j� "V O DESIGN NOTES (APPLICABLE ONLY TO ACTUAL WORK BEING DONE) GENERAL FLOOR PLAN NOTES v i v v i x - 1. TENANT SPACE TO BE NEATEp BY (N) NVAC UNITS) USING GAS W/ MIN. 90ia EFFICIENCY. SEE ENERGY CREDITS FOR App'L INFO. A SEPRATE PERMIT POR NYAC UNITS TQ BE APPLIED FOR BY OTHERS. 2. ALL WINDOWS � p00RS SNALL BE SEALED, CAULKED, GASKETED OR WEATNERSTRIPPED TO MINIMIZE AIR LEAKAGE. 3. ALL VAPOR BARRIERS SMALL BE A MAXIMUM OF 1 PERM. 4. BUILDING ASSEMBLIES USED AS pUCTS OR PLENUM SMALL BE SEALED, CAULKED ANp GASKETED TO LIMIT AIR LEAKAGE. ELECTRICAL- GENERAL 1. BUILDING SNALL BE WIRED WIT�I NMB 90 NONMETALLIC SNEATI�ED CABLE (COMPLIES w/US STANDARDS: NMB2C14US-14/2 WIRE± NMB2C12US- 12/2 WIRE± NMB3C14US- 14/3 WIRE). 2. (E) SERVICE ENTRANCE ABOVE GROUND (ASSUMED). ELECTRICAL LIG�ITING 1. LIG�ITING CONTROLS SMALL BE PROVIpEp FOR EACH SEPARATE AREA, READILY ACCESSIBLE AT THE POINT OF ENTRY/EXIT. CONTROLS SNALL BE CAPABLE OF TURNING OPF ALL LIGHTS WITI�IN THE SPACE. 2. MAXIMUM LIG�ITING POWER TI�AT MAY BE CONTROLLED FROM A SINGLE SWITCH OR CONTROL SMALL NOT EXCEED A 15 AMPERE CIRCUIT LOADED TO 80°ro CAPACITY. MEC�IANICAL SYSTEM- GENERAL 1. TI�ERMOSTAT SMALL BE RATED FOR INTERIOR OR EXTERIOR WALL INSTALLATION. NOT APPLICABLE FOR ELECTRIC NEAT 2. SEAL ALL TRANSVERSE DUCT JOINTS. 3. SUPPLY AIR DIFFUSERS SMALL BE PROVIpEp WITI� MANUAL DAMPERS FOR BALANCING TIE SYSTEM. 4. DUCTS SMALL BE SEALED IN ACCORDANCE WITI� SMACNA- METAL DUCT AND FLEXIBLE CONSTRUCTION STANDARDS 1ST ADDITION. 5, pUCT LEAKAGE TEST RESULTS SNALL BE PROVIpEp TO THE BUILDING INSPECTOR ANp OWNER PRIOR TO AN APPROVED FINAL INSPECTION. (WSEC C�02.5.1.2) 6. BUILDING AIR LEAKAGE TESTING, DEMONSTRATING TIE SPECIFIC AIR LEAKAGE RATE OF TIDE BUILDING ENVELOPE SMALL NOT EXCEED 0.4m CPM/PT2 AT A PRESSURE DIFFERENTIAL OF 0.3 INCHES WATER GAUGE (2.0 L/S X M2 AT �5 PA) AT TIE UPPER 95 PERCENT CONFIDENCE INTERVAL IN ACCORDANCE WITH ASTM E ii9 OR AN EQUIVALENT METNOp APPROVED BY THE CODE OFFICIAL, (WSEC C4m2.5.1.2), IS REQUIRED PRIOR TO FINAL INSPECTION. �. A SIGNED AFFIDAVIT pOCUMENTING THE pUCT LEAKAGE TEST RESULTS SNALL BE PROVIpEp TO THE BUILDING INSPECTOR PRIOR TO AN APPROVED FINAL INSPECTION. (WSEC C�02.5.1.2) PLUMBING- GENERAL 1. ALL PLUMBING TO BE IN ACCORDANCE WITH TIDE AMENpEp 2018 PLUMBING CODE. 2. ALL FITTINGS TO BE BOWPEX (BRASS/BARB) TS, ELBOWS, AND COUPLINGS. 3. ALL DRAINAGE PIPE TO BE ABS SCI�EDULE gym. 4. ALL WATER PIPE TO BE PEX POTABLE TUBING (ULC LISTED). PERFORMANCE STANDARDS PER ASTM P8�6/PB��. 5. ALL PIPES TO BE SECURED USING APT TUBE CLAMPS. ABS TO BE BLOCKED � STRAPPED. 6. ALL SINKS SMALL BE EQUIPPED WIT�I CLEAN -OUT. �. ALL WATER PIPES OUTSIDE OF CONDITIONED SPACE SMALL BE INSULATED ANp EQUIPPED WIT�I NEAT TRACE TAPE. 8. MIN R-10 INSULATION UNDER WATER NEATER SMALL BE MET BY TIE R-34 GATT INSULATION LOCATED IN THE FLOOR 9. TIDE NOT WATER TANK SMALL COMPLY WITI� STANDARD: ANSI Z21.1m.1-1998. FLOOR PLAN NOTES (APPLICABLE ONLY TO ACTUAL WORK BEING DONE) (N) WINDOWS: NO WORK THIS SUBMITTAL. (N) INTERIOR FINISH SCI�EDULE: (N)1/2' GWB ALL INTERIOR WALLS w/6d COOLER NAILS � �/7 MINIMUM SPACING, UNO PER TIE PLANS. (N)1/2' GCB ALL INTERIOR CEILINGS W/ �d COOLER NAILS � i/i SPACING, UNO PER TIDE PLANS. USE APPROVED BACKER BOARD MATERIALS AS LISTED PER R�02.4.2 ON TIE BAT�I TUB � SHOWER WALLS. ALL OTHER FINISHES SUCK AS FLOOR AND COUNTER COVERINGS TO BE SELECTED BY TIDE CONTRACTOR. (N) p00RS: SIZES AND TYPES PER TIE DOOR SCI�EDULE. (N) ROOF VENTING: N/A - UNVENTED ROOF (N) INSULATION: (E) EXT WALLS: R-21c UNPAGED GATT INSULATION -PROVIDE (N) R-21c UNPAGED GATT INSULATION � (N) 2x6 EXT WALLS PER PLANS (E) FLOOR: R-3mc FACED BAIT INSULATION -PROVIDE (N) R-30c FACED BAIT INSULATION AS REQUIRED FOR TENANT C�IANGES. (E) ROOF INSULATION: R-10 RIGID INSULATION ABOVE ROOF SNTG � (E) R-38c UNPAGED GATT INSULATION BELOW (E) 2x4 FURRING WALLS: 3" RIGIp INSULATION (R-22.5) WALL LEGEN D ����� (E) 2NR RATED SEPARATION WALLS PER DETAIL B/A22 (E) lI-IR RATED 2xl EXT WALLS PER DETAIL A/A2.2 r ;��� (E)PULL-NEIGNT 2x� PURRING WALLS ��ir���, (N)1NR RATED 2x6 EXT WALLS PER DETAIL A/A2.2 ���i��� (N) 2x�/2xl fNTERIOR WALLS (E) 2x4/2xC INTERIOR WALLS TO REMAIN CON TRACTOR NOTE: CONTRACTOR SNALL TAKE TIME TO TNOROUGI�LY VERIFY ALL DIMENSIONS, I�EIGNTS, STAIR RISE AND RUN, FRAMING LUMBER SIZE COMPATIBILITY, STEM WALL NEIG�ITS, ROOF PITC�I, OVER�IANGS ANp ANY OT�IER CONDITION WHERE NEW CONSTRUCTION MEETS EXISTING. PRIOR TO ANY CONSTRUCTION, CONTRACTOR SMALL TAKE TIME TO LAYOUT NEW CONSTRUCTION TO VERIFY THE COMPATIBILITY BETWEEN NEW AND EXISTING GONSTRUGTION. IP ANY pISCREPANGIES ARE POUND CONTACT BCIE IMMEDIATELY. .. z a 0 Q �' I 0 X ui s z 1. GENERAL CONTRACTOR MUST V�RI1=1' A�� DIMENSIONS AND GONDItIONS PRIOR t0 GONS7RUCtION. CONtAGT ARCI�IT�Gt 11= ANl' DISCREPENCIES ARE FOUND. ALL WORK SNALL BE IN COMPLIANCE WITI� NPPA, OSHA, 2018 IBC, AND ALL OTHER PPLICABLE GOVERNMENT AND REGULATORY AGENCIES. 2. MAINTAIN A MINIMUM OF 36" CLEAR, UNOBSTRUCTED EMERGENCY EXIT AISLE TOWARD DESIGNATED EXIT. 3. ALL DOORWAY TI�RESNOLDS MUST COMPLY WITI� CURRENT AND APPLICABLE CODE REQUIREMENTS. �. ALL EXITS TO TIE EXTERIOR OP THE BUILDING SMALL BE SIGNED AND ILLUMINATED PER IBG SECTION 1008. 5. PROVIDE A FLOOR OR LANDING ON EAGN SIDE OP p00RS NOT MORE THAN 1" LOWER T�IAN TIE TNRES�IOLD oP THE DOORWAY (1/2" IF BEVELED 1:2). LANDINGS SNALL NAVE A WIDT�I NOT LESS THAN THE WIDTI� OF TIDE DOOR. DOORS IN FULLY OPENED POSITION SNALL NOT REDUCE A REQUIRED DIMENSION BY MORE THAN � INCISES. 6. EXITS SNALL BE ILLUMINATED AT ANY TIME THE BUILDING IS OCCUPIED WIT�I LIGHT LAVING AN INTENSITY OF NOT LESS T�IAN ONE FOOT-CANDLE AT FLOOR LEVEL. �. PROVIDE PORTABLE FIRE EXTINGUISI-IERS (2AlOBC OR BETTER) (1) FOR EVERY 3,000 SF OF BUILDING FLOOR AREA OR 75' OP TRAVEL pISTANGE. EXTINGUIS�IERS AND MOUNTING BRACKETS TO BE UL LISTED. 8. ALL FINISH SURFACES SNALL NAVE A FLAME SPREAD GLASSIPIGATION OP GLASS III OR NIGHER (FLAME SPREAD INDEX 76 TNRU 200 AND A SMOKE DENSITY OP �50). 9. TIDE BLDG., DOORS � WINDOWS SMALL BE SEALED, CAULKED, OR GASKETED. 10. ELECTRICAL WORK IS DESIGN -BUILD. TIDE ELECTRICAL WORK, SI�OWN I�EREIN, IS DIAGRAMMATIC AND ILLUSTRATES TI-IE GENERAL DESIGN INTENT, SCOPE, AND LOCATION OP THE WORK ANY WORK, NOT INDICATED I�EREIN, BUT REQUIRED BY GODS, OR BY TIE SPECIPICTAIONS, OR TO MAKE TI-IE WORK COMPLETE, AND FUNCTIONING, IS TO BE PROVIDED AS PART OF TI-IE WORK 11. MECI-IANICAL WORK IS DESIGN -BUILD. THE MECI-IANICAL WORK, SHOWN HEREIN, IS DIAGRAMMATIC AND ILLUSTRATES THE GENERAL DESIGN INTENT, SCOPE, AND LOCATION OP THE WORK ANY WORK, NOT INDICATED I�EREIN, BUT REQUIRED BY GODS, OR BY SPEGIPIGATIONS, OR TO MAKE TI-IE WORK COMPLETE, AND FUNCTIONING, IS TO BE PROVIDED AS PART OF TI-IE WORK 12. PLUMBING WORK IS DESIGN -BUILD. THE PLUMBING WORK, SHOWN HEREIN, IS DIAGRAMMATIC AND ILLUSTRATES THE GENERAL DESIGN INTENT, SCOPE, AND LOCATION OF TIDE WORK ANY WORK, NOT INDICATED �IEREIN, BUT REQUIRED BY GODS, OR BY THE OP THE WORK. ANY WORK, NOT INDICATED HEREIN, BUT REQUIRED BY CODE, OR BY THE SPECIPICTAIONS, OR TO MAKE TIDE WORK COMPLETE, AND FUNCTIONING, IS TO BE PROVIpEp AS PART SPECIPICTAIONS, OR TO MAKE THE WORK COMPLETE, AND FUNCTIONING, IS TO BE PROVIpEp OF TIDE WORK. 13. CONTRACTOR AND ALL SUBCONTRACTORS ARE NOT TO SCALE ANY DRAWINGS TO IDENTIFY pIMENSfONS IF THERE ARE DIMENSIONS NOT SHOWN ON DRAWINGS CALL ARCI�ITECT /DESIGNER TO VERIFY TI�OSE DIMENSIONS. DOOR SCHEDULE MARK p00R SIZE TRICK X WIDT�I X NEIGNT TYPE DOOR CONSTRUCTION JAMB CONST. NDW REMARKS CORE MATL. FINISH MATL. FINISH O1 1 3/4" x i'-0" x i'-0" - SG ALUM FACTORY MTL BLACK � o m STOREFRONT, TEMPERED OO 1 3/�" x 3'-6" x �'-0" - SC ALUM FACTORY MTL BLACK STOREFRONT, TEMPERED ® 1 3/8" x 3'-m" x �'-8' - IBG MTL FACTORY MTL PAINT - ® 1 3/8" x 2'-l' x 5'-0" - �4C MTL FACTORY MTL PAINT - NOTES: 1. ALL EXTERIOR DOORS SNALL LAVE FULL WEATI�ER STRIPPING. 2. MAX. ACCEPTABLE U-VALUE + 0.�.75 FOR NON -SWINGING DOORS, TYP. � ALL EXTERIOR DOORS. 3. COORDINATE PINISNES/STYLES W/ TENANT. �, p00R �IARDWARE TO BE CHOSEN PER CONTRACTOR/OWNER ALL I�ARDWARE PULLS, �IANDLES, LOCKS, LATCHES OR OTHER OPERATING DEVICES SMALL NOT REQUIRE TIGHT GRASPING, PINCI-ZING OR TWISTING OP TIE WRIST TO OPERATE PER 2018 IBG 1m10.1.9.1. 5. ALL MOUNTED �IARDWARE WITI� OPERABLE PARTS SNALL BE LOCATED BETWEEN 3�" AND �8" ABOVE THE PINISI�ED FLOOR PER 2018 IBC 1010.1.9.2. �. ALL INTERIOR � EXTERIOR DOORS SMALL BE READY OPENABLE PROM TI-IE EGRESS SIDE WITI�OUT USE OP A KEY OR SPECIAL KNOWLEDGE PER 2018 IBC 1010.1.9. 7. PANIC AND FIRE EXIT HARDWARE SNALL BE PROVIpEp ON ALL DOORS W/ LOCKS ANp LATCI�ES PER 2018 IBC 1010.1.10 BUILDING ENERGY CREDIT OGCUPANGY�� MORE EPPIGIENT �IVAC PERFORMANCE: CREDITS 3 G406.2 MORE EPPIGIENT �IVAC EQUIPMENT ANp PAN PERFORMANCE. NO LESS THAN 90 PERCENT OP THE TOTAL I-IVAC CAPACITY SERVING THE TOTAL CONDITIONED FLOOR AREA OP THE ENTIRE BUILDING, OR TENANT SPACE IN ACCORDANCE WITI-I SECTION C406.1.1, SNALL COMPLY WITI-I SECTIONS G406.2.1 T�IROUG�I C406.2.3. POR SYSTEMS REQUIRED TO COMPLY WITI� SECTION C403.1.1, NVAC TOTAL SYSTEM PERFORMANCE RATIO, EXCEED THE MINIMUM REQUIREMENT BY 10 PERCENT. REDUCED LIG�ITING POWER: OPTION 2: CREDITS � G406.3.2 REDUCED LIGHTING POWER OPTION 2. TIDE TOTAL CONNECTED INTERIOR LIGHTING POWER CALCULATED IN ACCORDANCE WITH SECTION G405.4.1 SNALL BE 80 PERCENT OR LESS OP TIDE LIGHTING POWER VALUES SPECIFIED IN TABLE C405.�.2(1) TIMES TI-IE FLOOR AREA POR THE BUILDING TYPES, OR BY USING 80 PERCENT OR LESS OP THE TOTAL INTERIOR LIGI�TING POWER ALLOWANCE CALCULATED IN ACCORDANCE WITI� SECTION G4m5.4.2. REQUIRED ENERGY CREDITS: � PROVIDED ENERGY CREDITS: � 04-23-24 CITY REVIEW COMMENTS 06-18-24 CITY REVIEW COMMENTS �3 07-01-24 CHANGE TO SCOPE O Q N • • w O 0 w • W O 1Q 04-23-24 CITY REVIEW COMMENTS Q2 06-18-24 CITY REVIEW COMMENTS � \ \\ � 3Q 07-01-24 CHANGE TO SCOPE 4� �� � `��.� � \ \\ / � �ti4 ��W`�a \ \ \ � w � � � v vv vv vv vv � � � � d'S �zs 4 '�'�� \\ \\ � � Y \ \ \ \ / N N N v vv v` vvv vv v` vvv 8�-0� � � � � N � \\ `\ \\ \\\ `\ \\ \\\ `\ � o 0 o O v v v v v v v v� � N vvvvvvvvvvv� � aaa o � \ \ v v v v v v \ \ \ \ \ \\\\\\\�\�,\\ (E) UNISEX \� \ \ � � ADA RSTRM S�� SN��t A13 � \�\\`\\\\`\\\\\`\\\\`\ j � � \ \ \ \ \ \ \ \ \ \ o® � r�l � O \\ \ � "�� \ rT, (�) SOG 1=0R «� NYAC W/ � � - l�) GALY/PAINTED LOUY�R�D '� � q (N) UNISEX «� OCCUPANCY M V-A � 0 M�tAL SCR��NING ALL SIp�S � �, O q ( ) OCCUPANCY LOAD IMIN O>= �'-0" TALLY PAR � � � BASS AREA - 1,936� ROOM NAME USA: US�ABL� AREA: OCC LOAD 1=ACTOR: OCCUPANT LOADS: OWNER/CONTR � INStALL�p W � � � TOTAL BLDG AREA = 15,606� 0 (N) STAIRS PAR h11=R SPECS � � q N AREA i° = 12.4i° �` �` �� �` O1�IC�/StORAG� BUSINESS 259 SQ1=T 1/150 SQFT GROSS 1.i3 OCCUPANTS lN) �IANDRAILS ON �AC�I 01= � W � 1=RONTAG� INCR�AS� = 125 (E) STORAGE StAIRW�LL PAR ptL B/,42.2 pN q RESUB � TOTAL AREA ALLOW�p 14,Om0� � MERCANTILE STORE 1,3i9 SQFT 1/60 SQ1=T GROSS 22.9 OCCUPANtS MAX AREA ALLOWED = 2,100� CAS °r° 01= OCCUPANCY) 8 -8 1/2 ft, Jul 02 2024 TOTALS: 2�.0 = 25 OCCUPANTS J CITY OF EDMONDS �_ DEVELOPMENT SERVICES '�j OCCUPANCY LIMITS 1=0R (1) EXIT = 1,93(>a/(off OL1= = 32.3 �30) UNIT 9601 � DEPARTMENT [T� STAIRWAYS: SCORE FLOOR AREA = '��II OCCUPANT LOAD: 25 OCCUPANTS AMAIN 1=LOOK) + 19 �BAS�M�NT) = 44 OCCUP�4NT LOAD 3 25 M�4X. OCCUP�4NtS t0 B� POSt�p � O N MAXIMUM TRAVEL pISTANGE TO EXIT = �5'-m" MAX STAIRWAYS Wlpt�l CALCS: �� x m.3 INCI� EGRESS CAPACItY 1=ACtOR �1m05.3.1) = 13.2 = 13 MIN UJlptl� � � PROVIDED STAIRWAY WIDTH: 44" MIN WIDTI� REQUIRED � �, � 0 � � O A � � � � O �� � PARTIAL MAIN FLOOR PLAN FOR CODE cE) OFFICE � � �, � SCALE: 1/8" = 1'-�" O � � � � ��� W ��WD �W�� � ���� W �� w � � �� q � � N O � (�) WINpOWS TO REMAIN - «) DOORS TO REMAIN - � ��_0�� 11�� O �, � � TYP UNO TYP UNO A ��� � � � A2.0 ��� � �M� �N) CONC SOG LANDING W/ �, �n ao lN) STEP AS RQp 1=0R GRADE �' �' �O � CCTV) W/ SLIP -RESISTANT SURFACE rT1 � = w PER GONTR I-��-� � � M--� o � W � � MAIN FLOOR PLAN �� o a�� ��� �� SCALE: 1/4 = 1 -� � � . � � ~ W H � o � �� Q o w W � � q �� � � � � � � W Q � � .� ~ . � � T w � � � W z w � O � # � W c� � � o �—� M W r q Z z C1 o z �a O � � O o � o N o � � z ,� �: � q � � � q � q q� g v U U��� � W I q o 1Q 04-23-24 CITY REVIEW COMMENTS Q2 06-18-24 CITY REVIEW COMMENTS � 3Q 07-01-24 CHANGE TO SCOPE 4� �� � �`��.� � ti� �� P� � �� �w a w � � � 4'-(0" 4'-1 " a o c� o O ass �a,�S w� � - ,;;� � �� � ,- (�) WINDOWS TO REMAIN - m � N �r Y4 N � ;; ;; ' � � TYP UNO � � � o -- ;, -- / o 0 0 ,,, , , �- .. :� � 4. i� / / i u; 1 � � O III III III III � r O / �� III III w o � e III III p I I ��\ 1 / ���'� (�) DOORS TO REMAIN - `r 21 /,� i i \\\\\ %� � � w TYP UNO '� I i y � � ��q UNIT 9601 St0 ' 11=LOOR AREA � � � q 19 M�4�. OCCUPANTS TO BE POSTED � � � � I I 4 -10 3/4 W � [�� � I I � � ;�I N II W OCCUPANCY M (V-A) OCCUPANCY LOAD I I � � BASE AREA = 1,648� ROOM NAME USE: USEABLE AREA: OCC LOAD 1=ACTOR: OCCUPANT LOADS: q RESUB C.� TOTAL BLDC� AREA = 15,�O1 � AREA °ro = 11°ro `� ��� �, `� � OFI=ICE/STORAGE BUSINESS 52 SG2>=T 1/15m SQFT GROSS m.35 OCCUPANTS ® (E) �" CONC WALLS � f � Jul 02 2024 rr���^ 1=RONTAC�E INCREASE = 1.25 � DE EI OPMENDT SOERDV CES TOTAL AREA ALLOWED 19,510� a � MERCANTILE STORE 1,128 SQFT 1/(00 SQFT CzROSS 18.8 OCCUPANTS � ADA RST M2 =ter iE) UNISEX � DEPARTMENT MAX AREA ALLOWED - 2,1�5� (AS io OF OCCUPANCY) � ADA RSTRM3 iN) STAIRS � TOTALS: 19.15 = 19 OCCUPANTS � SEE SNEEt A13 SEE SNEEt A1.3 (N) HANDRAILS ON EACH 01= � � 0 � 1� StAIRWELL PER DTL B/A22 0 N � OCCUPANCY LIMITS 1=0R (1) EXIT = 1,6�8/35 OL1= _ ��.1 (4�) �, � �9 MAX.1=0R (1) EXIT � � � � �� � � � o MAXIMUM TRAVEL DISTANCE TO EXIT = lOm'-0" MAX � � 1�� C� � �, ® � � �� � PARTIAL BASEMENT PLAN FOR CODE 8 � ..�,-� 1 8 � A o � � � � 0 �� � � A2.1 � UP (E) 8" CONC BASEMENT WALL � � w Q �(��[~ � �,��� w � ��ow� q w � � q � � o o � A O �, A2.0 W �� ��� � ��� � NNE W� PARTIAL BASEMENT FLOOR PLAN �'� � � w O �v �W � � ~' W H � o � �� Q o w W � � q �� � � � � �� � � W � � � �' � � � o T ' � w �, z �' � � � 4 �' w � W �� � � 0 �—� M r q>u Z z C1 o z �a O � � � z � � o � � z �: � q � � � q � q q� qv U U� � �'� W qo 1Q 04-23-24 CITY REVIEW COMMENTS Q2 06-18-24 CITY REVIEW COMMENTS 3Q 07-01-24 CHANGE TO SCOPE 0 T Qi .� 0 ""-I a Z z a 0 Q N �� 0 X z ,� �� ��M %/%,.\ \ %%/, BASEMENT REFLECTIVE CEILING PLAN � I� SC,4LE: 1/4" = 1'-�" � � `� � PRIMARI' DAl'LIC�Nt zON� W/ CONtINLIOLIs pIMMINC� PAR G405.2.� "��" � SECONDARY DAYLICxI�T ZONE W/ CONTINUOUS pIMMINC� PER G4052.2.4 TO BE CONTROLLED SEPARATELY FROM TIE PRIMARY DAYLIC�NT ZONE REFLECTED CEILING NOTES: o LIC�NTINC� SYSTEM Is SI�OWN SCI�EMATICALLY ANp Is t0 BE BIppER DESIGNED t0 MEEt REQUIREMENTS OF OWNER, MEC�IANICAL SYSTEM, ANp APPLICABLE CODES ANp REQUIREMENTS. � ALL FLUORESCENT LAMPS SMALL BE T5 OR TS WITH ELECTRONIC BALLASTS. � ALL SWITC�IES AND COVER PLATES TO BE WHITE OR AS SELECTED BY OWNER. � LIC�NT SWITGI�INC� TO BE BIppER /OWNER DESIGN AND SHALL BE PER 1513.1 LOCAL CONTROL AND AGGESSIBILITY: EAGN SPACE, ENCLOSED BY WALLS OR GEILINC�-�IEIC�I�T PARTITIONS, SMALL BE PROVIpEp WIT�I LIC�NTINCx CONTROLS LOCATED WIT�IINCx TI�AT SPACE. THE LICx�ITINC� CONTROLS, WHETHER ONE OR MORE, SMALL BE CAPABLE OF TURNING OFF ALL LIC��ITS WITI�IN THE SPACE. THE CONTROLS Sr�ALL BE READILY ACCESSIBLE, AT THE POINT TIE POINT OF ENTRY/EXIT, TO PERSONNEL OGGUPYINC� OR USING THE SPACE. �► 1513.2 AREA CONTROLS: TIE MAXIMUM LIC�NTINC� POWER THAT MAY BE CONTROLLED FROM A SINCxLE SWITCH OR AUtOMAtfC CONTROL SHALL NOt EXCEED tNAt W�IICI� Is PROVIDED BY A TWENTY AMPERE CIRCUIT LOADED TO NOT MORE TITAN EIC�I�TY PERCENt. A MAStER CONTROL MAY BE fNStALLED PROVIDED tNE fNDIVIDUAL SWITC�IES RETAIN THEIR CAPABILITY TO FUNCTION INDEPENDENTY. CIRCUIT BREAKERS MAY NOT BE USED AS THE SOLE MEANS OF SWITGNINC�. EXCEPTIONS: 1. INDUSTRIAL OR MANUFACTURING PROCESS AREAS, AS MAY BE REQUIRED FOR PRODUCTION. 2. AREAS LESS T�IAN FIVE PERCENT OF FOOTPRINT FOR FOOTPRINTS OVER 100,000 SQUARE FEEL. o CONTRACTOR SHALL PROVIDE ANp INStALL ALL CONDUITS, CONDUCtORS ANp PULL LINES AS REQUIRED. REFER t0 MANUFACTURER'S SPEC FOR SPECIFIC REQUIREMENTS. ALL ELECTRICAL WORK SMALL COMPLY WITH THE LATEST N.E.C. � CONTRACTOR TO COMPLY WITI� STATE OF WASNINGTON AND LOCAL JURISDICTIONS' ORDINANCE REQUIREMENTS ANp POLICIES. � ALL REQUIRED EXIT SIGNS SHALL LAVE LETTERS SIX INC�IES I�IGN MINIMUM AND SMALL CONFORM WITH ALL APPLICABLE CODES. � CONTRACTOR SMALL PROVIDE EMERGENCY LIGHTING, STROBE LIG�ITS, AUDIO VISUAL ALARMS, t0 MEEt ALL APPLICABLE CODES, IF REQUIRED. F F MAIN FLOOR REFLECTIVE CEILING PLAN �I � J SCALE: 1/�" = 1'-�" � � `� � PRIMARY' DAl'LIC�I�t zON� W/ CONtINUOUs pIMMINCx PAR C405.2.� "��'" � SECONDARY DAYLICxI�T ZONE W/ CONTINUOUS pIMMINCx PER C�m52.2.4 TO BE CONTROLLED SEPARATELY FROM TIE PRIMARY DAYLIC�I�T ZONE NUM. MANUFACTURER FIXtURE tYPE LAMP REMARKS A BY CONTRACTOR �2) LED TUBES LEp, T5, 4' SURFACE MOUNTED B BY CONTRACTOR �1) LEp TUBE LEp, T5, 4' SURFACE MOUNTED C BY CONTRACTOR ll) LED BULB A21 RECESSED D BY CONTRACTOR (1) LED BULB A21 VANItY E BY CONTRACTOR ll) LED BULB LED, PER MFR EXIt LICxNTINC� F BY CONTRACTOR ll) LED BULB LED, PER MFR DAYLfC�Nt SNUt-OFF CONTROLS (C�052.6.1) LIGHTING FIXTURE LEGEND I/ I lx4 FLOURESCENt FIXtURE 4 VANItY LIG�ItING SURFACE MOUNtEp LIGHTING ELECTRICAL LEGEND � LIGI�t SWITC�I, SINGLE POLE, WALL MOUNtEp �3 LIGI�T SWITG�I, THREE WAY WALL MOUNTED EXIT LIGHT W/ BATTERY BACK-UP �� OCCUPANCY SENSOR LIGHT SWITCH SINGLE POLE, WALL MOUNTED �T TIME SWITCI� CONTROL LIGHT SWITCH, SINGLE POLE, WALL MOUNTED �: � q � � � q �.' � q q� g v U U��� � W q o w w W (~ w w q v [~ w W 0 O • W W q O Q c 0 z 0 a 0 a Toi!_ET SEAL COVER DISPENSER LAVATORY DISPENSERNJAStE DOOR SP�C11=1�D RECEPtACLE PER PLANS MOUNTING HEIGHTS DIAGRAM NTS FRP WAINSCOt, tl'P lN) DOOR PER PLAN YINYL COVE BASE, � � , (N) 36' GRAB BAR PER - ICC/ASNSI REQUIREMENTS INSULAtE UNDERSINK PIPES ❑2 6 5 2 9 INSULATE UNDERSINK PIPES (N)18' GRAB BAR PER ICC/ASNSI REQUIREMENTS (N) 42" GRAB BAR PER ICC/ASNSI REQUIREMENTS RESTROOM INTERIOR ELEVATIONS NTS 1� 04-23-24 CITY REVIEW COMMENTS �2 06-18-24 CITY REVIEW COMMENTS 07-01-24 CHANGE TO SCOPE RESTROOM FIXTURE SCHEDULE ItEM DESCRIPtION MFR StYLE Qti Ol (N) HANDICAP MOUNtEp FLUSH VALVE t01LEt (BOWL � tANK) PER OWNER 1 O2 (N) WALL MOUNtEp LAV PER OWNER 1 O3 (N) CRAB BAR (NORIzONTAL � VERTICAL PER ICC/ASNSI REQUIREMENTS) PER OWNER 1 ® (N) t01LEt SEAL pISPENSER PER OWNER 1 0 (N) WALL MOUNtEp SOAP DISPENSER PER OWNER 1 ® (N) tOWEL pISPENSER/WAStE RECEPtACLE PER OWNER 1 0 (N)18"x2�" MIRROR PER OWNER 1 ® (N) t01LEt PAPER D ISPENSER PER OWNER 1 O9 (N) RESTROOM FAUCEt SET (LEVER STYLE) PER OWNER 1 10 NOt USEp PER OWNER 1 11 (N) OPEN FRONt SEAL FOR WATER CLOSET PER OWNER 1 12 (N)/(�)1=BOOR DRAIN PAR OWNER 1 SNEEt VINI'L FLOOR t0 RUN CONt UP � ONtO WALLS MIN 6' FOR COVE BASE ICC/ANSI SECTION 60�.3 60' MIN WIDE CLEARANCE PERP FROM SIDE WALL ANp 56' MIN pEEP CLEARANCE PERP FROM REAR WALL. NO OBSTRUCTIONS WITHIN THIS CLEARANCE INFORMATIONAL ONLY: WORK FOR ADA RESTROOMS COMPLETED UNDER PERM ITS BLD2022-1181, -1182 � -1183 Work for proposed project has been assumed at the framing stage. No wall finishes or fixtures have been installed. �� �'-9' MAX I�:� 12 ' � � '��� , --------- 30'CLEAR ; �� � � 6 i i 4 B 2 A1.2 3 O rl--i ° ° 4 i 2 1 MAX' �% �% 15' MIN CLEAR SINGLE HANDI-CAP STALL W N w O W W O z HANDRAIL NOTES: 04-23-24 CITY REVIEW COMMENTS 06-18-24 CITY REVIEW COMMENTS 1014.2 1�E ICx�-4T. I�ANDRAIL I�EIG�IT, MEASURED ABOVE STAIR TREAD NOSINGS, OR 1=INISI� SURI=AGE 0� R�4MP S�OP�, SMALL B� UN11=0RM, NOt LASS t�IAN 3� INCI��S �Sl 4 MM) ,4ND NOt MORE t�IAN 38 INCI��S l9l 5 MM). �4ANDRAfL I�EIG�IT 0� ALTERNATING TREAD DEVICES AND SNIPS LADDERS, MEASURED ABOVE TREAD NOSINGS, S�4ALL BE UN11=0RM, NOT ��5� T�4AN 30 fNCI��� (�l 2 MM) AND NOT MORE T�IAN 34 INC�4�5 CSC 4 MM). EXCEPTIONS: 1. WI�ERE I�ANDRAIL 1=ITTINGS OR BENDINGS ARE USED TO PROVIDE CONTINUOUS TRANSITION BETWEEN 1=LIGI�TS, TIE 1=ITTINGS OR BENDINGS SMALL BE PERMITTED TO EXCEED TIDE MAXIMUM �IEIGI�T. 2. IN GROUP R-3 OCCUPANCIES± WITI�IN DWELLING UNITS IN GROUP R-2 OCCUPANCIES± AND IN GROUP U OCCUPANCIES TI�AT ARE ASSOCIATED WITI� A GROUP R-3 OGCUPANG�' OR ASSOCIATED WITI� INDIVIDUAL pWELLING UNITS IN GROUP R-2 OCCUPANCIES± WI�ERE I�ANDRAIL FITTINGS OR BENDINGS ARE USED TO PROVIDE CONTINUOUS TRANSITION BETWEEN 1'LIGI�TS, TRANSITION AT WINDER TREADS, TRANSITION FROM I�ANDRAIL TO GUARD, OR WI�ERE USED AT TIDE START OF A FLIGI�T, TIDE I�ANDRAIL �IEIGI�T AT TIDE FITTINGS OR BENDINGS SMALL BE PERMITTED TO EXCEED TIE MAXIMUM I�EIGI�T. 3. I�ANDRAILS ON TOP OF A GUARD WN�P� PERMITTED ALONG STEPPED AISLES AND RAMPED AISLES IN ACCORDANCE WITI� SECTION 1029.15. 1014.3 I�ANDRAIL GRASPABILITI'. REQUIRED I�ANDRAILS 5�4ALL COMPLY" WITI� SECTION 1014.3.1 OR SMALL PROVIDE EG2UIVALENT GRASPABILITi'. EXCEPTION: IN GROUP R-3 OCCUPANCIES± WITI�IN pWELLING UNITS IN GROUP R=2 OCCUPANCIES± AND IN GROUP U OCCUPANCIES T�4AT ARE ACCESSORI" TO A CROUP R-3 OCCUPANCI' OR ACCESSORY' TO INDIVIDUAL DWELLING UNITS IN GROUP R-2 OCCUPANCIES± I�ANDRAILS SMALL BE TYPE I IN ACCORDANCE WITI� SECTION 1014.3.1, TYPE II IN ACCORDANCE WITI� SECTION 1014.3.2 OR SMALL PROVIDE EQUIVALENT GRASPABILITY. 1014.3.1 TYPE I. I�ANDRAILS WITI� A CIRCULAR CROSS SECTION SMALL LAVE AN OUTSIDE DIAMETER OF NOT LESS TITAN 11/4 INGI�ES �32 MM) AND NOT GREATER TITAN 2 INGI�ES l51 MM). WI�ERE TIE I�ANDRAIL IS NOT CIRCULAR, IT 5�4ALL NAVE A PERIMETER DIMENSION OF NOT LESS TITAN 4 fNCI�ES (102 MM) ANp NOT GREATER Tl=IAN 61/4 INC�4ES �1�0 MM) WITI� A MAXIMUM CROSS -SECTIONAL pIMENSION OF 21/4 INC�IES �5� MM) AND MINIMUM GROSS -SECTIONAL DIMENSION OF 1 INCI� l25 MM). EDGES SMALL LAVE A MINIMUM RADIUS OF 0.01 ING�I �0.25 MM). 1014.3.2 TYPE I I. �4ANDRAfLS WIT�4 A PERIMETER GREATER T�4AN 61/4 INC�4ES �160 MM) SMALL PROVIDE A GRASPABLE FINGER RECESS AREA ON BOTI� SIDES OF T�4E PR01=1L�. T�I� 1=1NG�R R�C�SS 5�4ALL BEGIN WIT�IIN A DISTANCE of 3/4 INCI� �19 MM) MEASURED VERTICALLY FROM TIDE TALLEST PORTION of TIDE PR01=1L� AND AC�II�V� A D�PT�I 01= NOT LASS T�IAN 5/1� ING�I �8 MM) WIT�IIN �/8 INC�I l22 MM) B�LOUJ T�I� WIDEST PORTION OF TIDE PROFILE. T�41S REQUIRED DEPT�4 5�4ALL CONTINUE FOR NOT LESS T�4AN 3/8 INC�4 �10 MM) TO A LEVEL TI�AT IS NOT LESS T�4AN 13/4 INC�4ES �45 MM) BELOW TIDE TALLEST PORTION OF TIE PR01=1L�. TI�� WIDTI� 0� TI�� I�ANDRAIL ABOUT TI�� R�G�SS SMALL B� NOT LASS TITAN 11/4 ING�I�S �32 MM) TO NOT GR�AT�R TITAN 23/4 ING�I�S �70 MM). �DG�S SMALL �IAV� A MINIMUM RADIUS 01= 0.01 INC�I �0.25 MM). 0 G 0 b 6 r :. z C1 0 Q 0 z TYPE I CIRCULAR �IANDRAIL 1-1/�' TO 2' pIA PER I�OMEOWNER/CONTR 3�' TO 38" I�ANDRAIL HEIGHT ABOVE NOSE OF TI�REAp PER GONTR �N) I�ANDRAIL SUPPORT SYSTEM CONNECTED TO «) WALL PER I�OMEOWNER/CONTR TiPE INON-CIRCULAR I�ANDRAIL T;PE II NON -CIRCULAR r�ANDRAIL I�ANDRAIL PERIMETER � �-1/4" 07-01-24 CHANGE TO SCOPE a • 4" MIN PERIMETER DIMENSION 1 1/�° - 2 3/�° • 3/4" MAX TO TOP OF FINER RECESS '� �a+b+c+d) � FROM TOP OF RAIL Ca) �� � � � z c 6-1/�' MAX PERIMETER DIMENSION—`' � b �/8" MAX pISTANGE TO ACHIEVE �a+b+c+d) ��' � FINGER RECESS pEPTI� lb) • 2-1/�" MAX DIAGONAL DIMENSION 3/8" MIN VERTICAL EXTENSION ��) BELOW 1=1NG�R R�C�SS lc) • MIN RADIUS OF 0.01" TYP HANDRAIL DETAI L NTS BUILDING SECTION SCALE: 1/2" = 1'-�" GA FILE N0. RC 26011=0R 1-DOUR R001=/CEILING IDTL p/A2.3) GA FILE N0.1=C 5121 1=0R 1-HOUR FLOOR/CEILING �DTL C/A2.3) UL PRODUCT N0. BXUY.Y3�01=0R 1-DOUR EXTERIOR WALLS IpTL A/A2.3) • O.OI' MIN RADIUS �d) • 5/16' GRASPABLE 1=1NGER R�C�SS IBOT�I SIDES) ��) CAL (�)1=LOOK CONSTRUCTION: LOOK COVERINGS OVER «)1/2" NOM PWD/OSB UNDERLAYMENT � �E) 3/4" NOM PWD/OSB FLOOR SING OVER �E) 12" DEEP PE FLOOR tS � 12 "/1G " O.C. PER STRUGT W/ �N) 5/8" TYPE 'X' GGB OVER '2" RESILIENT GI�ANNEL TO UNDERSIDE JOISTS � �E) R-30c FACED r INSULATION W/ I=ACING � LUARM SIDE � I=LOOR AS 5�40LUN CAL (E) 2x6 EXTERIOR WALL CONSTRUCTION: �ORIz COMP LAP SfpING OVER �E) BLDG PAPER � �E)1/2" NOM LP FLAME -BLOCK PLUS FIRE -RATED i OVER �E) 2x6 STUDS � 11 " O.C. W/ lE) R-21c UNI=ACEp r INSULATION � �E) 5/8" TYPE 'X' GWB � 1-PERM PVA �T � INTERf OR �: � q � � � q �' � q q� g v U U��� � W (r q o O w W W r O W W q v W W q O • m 0 z A O fii'PIC�� «) ROOD CONSTRUCfiION «) �0 MIS fiPO ROO�IN� W/ ��ASI�INC, C�N� SfiRIPS PAR CON�R � MAR �UID��IN�S OY�R �N) 1/2" PWD/OS� �SO�I®) ROOD S�fi� OUR «) R-1O RIND INSU��fiION OY�R «) �/�" CDX PWD/OS� �SO�ID) S1�T� OY�R «) 2�" P� fiRUSS�S � 2�" O.C. PAR SfiRUCfi W/ 2-«) ��Y�RS O� �/�" ��"P� 'X' �C� W/ NO 1-PERM PVC P�INfi � NO U�POR ��RRI�R � «) R-3�c UN�AC�D ��fifi INSULATION �PP�I�D DIR�Cfi�Y fiO UND�R51D� O� S�fi� � � «) 2x� �XT�RIOR WA�� CONSTRUCTION: UNIT 9601 «) NORM COMP SAP SIDING OUR «) ��D� PAPER UNIT g601 STORE FLOOR AREA OY�R «) 1/2" NOM �P ��AM�-��OCK P�US� �IR�-RATED � STORE ��OOR AREA SI�T�x OUR «) 2x� SfiUDS � 1� OICI W/ «�R-21c UN�AC�D GATT INSULATION «) �/� TYPE X �W� INTERIOR l�) FLOOR CONSTRUCTION: TYPICAL �N) FLOOR CONSTRUCTION: l�) FLOOR COY�RIN�S OVER «) 1/2" NOM PWD/OS� UND�R�AYM�NT «) FLOOR COY�RIN�S OY�R «) 1/2" NOM PWD/OS� UND�R�AYM�NT OVER «) 3/�" NOM PWD/OS� ��OOR SI�TC OY�R «) 12" D��P OY�R «) 3/4" NOM PWD/OS� FLOOR S1�T� OUR «) 12" D��P P� ��OOR JOISfiS � 12 "/1�" O.C. PAR SfiRUCT W/ «) �/�" TYPE 'X' �xC� P� ��OOR JOISfiS � 12 "/l�" O.C. PAR SfiRUCT W/ «) �/�" TYPE 'X' �C� OVER «) 1/2" R�SI�I�Nfi CI�ANN�� TO UND�RSID� JOISfiS � �N) R-30c OUR «)1/2" R�SI�I�NT CNANN�� TO UND�RSID� JOISfiS � «) R-3Oc �AC�D GATT INSULATION W/ �ACIN� � ��OOR A�OV� �N) �XT WA�� �AC�D GATT INSULATION W/ �ACIN� � WARM SIDS AS SNOWN AS SNOWN �N) 2x� �XT�RIOR WA�� CONSTRUCTION: �N) I�ORI� COMP SAP SIDING TO MAfiCI� OY�R �N) 30� ��D� PAPER OVER �N) 1/2" NOM �P ��AM�-��OCK PLUS �IR�-RATED S�fi� OVER �N) 2x� STUDS � 1�" O.C. W/ �N) R-21c UN�AC�D GATT INSULATION � �N) �/�" TYPE 'X' �W� � 1-PERM PUA PAINfi � INfi�RIOR UNIT 9601 STORE 1=�OOR AREA 3 ��) �" SOS UNIT g601 3 1� 04-23-24 CITY REVIEW COMMENTS �2 06-18-24 CITY REVIEW COMMENTS 07-01-24 CHANGE TO SCOPE fii'PIC�� «) R®®� CONSfiRUCTION «) �® MIS APO ROO�INC W/ ���SNIN�, C�Nfi SfiRIPS PAR CONfiR � MAR �UID��IN�S OY�R «) 1/2" PW®/OS� CSO�ID) R®®� Sl�fi� OY�R «) R-10 RIND INSU�A�ION OVER «) �/�" CDX PWD/OS� �SO�ID) SNfi� OVER «) 2�" P� fiRUSS�S � 2�" O.C. PAR SfiRUCfi W/ 2-«) ��Y�RS O� �/�" fiYP� 'X' CCU W/ NO 1-PERM PUS P�INfi � NO U�POR ��RRI�R � «) R-3�c UN��C�D ��fiT INSU��fiION APP�I�D ®IR�Cfi�Y fiO UND�RSID� O� SI��C Ti'PICA� «) 2xG �XT�RIOR WA�� CONSTRUCTION: (N) STAIRWELL «) NORM COMP SAP SIDING OY�R «) ��DC PAPER OVER «) 1/2" NOM �P ��AM�-��OCK P�USI� �IR�-RATED SNfiC OY�R «) 2x� STUDS � 1�" O.C. W/ «) R-21c UN�AC�D GATT INSULATION � «) �/�" TYPE 'X' �W� � INTERIOR a <.� °; :� Q. m «) 2x� 1=URRIN� WA�� CONSTRUCTION: «) �/�" TYPE 'X' �W� � INTERIOR OY�R OY�R «) 2x� WOOD STUDS � l�" O.C. W/ «) 3" RIND INSU�AfiION �R-22.�) OUR Q° � . «) �" CONC �AS�M�Nfi WA�� a a. �, ; _Q a' e � BUILDING SECTION � BUILDING SECTION �42,1 SC�4LE: 1/2" = 1'-�" CAA FILE N0. RC 2601 FOR 1-NOUR ROOF/CEILINCx IDTL p/A2.3) ,42.1 SCALE: 1/2" = 1'-�" CxA FILE N0. RC 26m1 FOR 1-NOUR ROOF/CEILING IDTL p/>42.3� C�� FILE N0. FC 5121 FOR 1-NOUR FLOOR/CEILINC� IDtL C/�42.3) CAA FILE N0. FC 5121 FOR 1-NOUR FLOOR/CEILINC� IDtL C1,423� CAA FILE N0. WP 4136 FOR 2-NOUR WALL SEPAR4TION IDTL B/,42.3) CxA FILE N0. WP �136 FOR 2-NOUR W>4LL SEPAR4TION (pTL B/A2.3) UL PRODUCt N0. BXUY.V3�O FOR 1-NOUR EXtERIOR W,4LLS IDtL A/�42.3) UL PRODUCt N0. BXUV.V340 FOR 1-NOUR EXtERIOR WALLS IDtL A/A2.3) W N O W W s 0 °� Z �N)1_P ���M���OCK Pl-U51=1R�=R�T�p SI�T� � �XT�RIOR SIDS �N) �/�" T�'P� 'X' �UJ� � INTERIOR 51p� �N) �XT�RIOR W>�1-� PAR Pl->�NS PROVIDE �U 1=A�'�R 5/�" �UJ� V�RT �IR�STOPS � MIN INt�RY>41=5 01= lf�'-0" S�C�4R�1=1' �ASt�N�® IN PI=AC� PAR 201� IBC SECTION �1�.2.2 - TiP � >41-� �XT�RIOR IU�I-�S - �Xfi�Np tl�Rl� c®NC����D sP�c�s � �TTIc FIREBLOCKING (� 1-HOUR EXT WALLS NTS RAP INTERIOR O� 1-i�R RAT�'� �SS�M�L�' P�N�TRATION C� W/ �2) 1_>�Y�RS OI= �/�" TYPE �5 51�OWN �X�>�UST 1=>4N5, PIPS, ®UGT RAP INTERIOR "� �� ""� P�N�TR�TION �2) ��Y�RS O� T�'PE 'X' >�S SI P�N�TRATION �N) ��OOR/JOISTS JOISTS PAR sTRue� �N) �/�" Tl'P� 'X' �C� OVER �N)1/2" R�SII-ANT C�>�NN�L -OR- �N) 2x �l_K� �S RQp �N) ��OOR/JOISTS JOISTS PAR STRJCT �N) �/8" Tl"P� 'X' CCU OVER �N)1/2" R�SI��NT C��NN�� =OR= 2-�N) �AY�RS OI= 5/�" TYPE 'X' GCB FIRE -RATED CEILING PENETRATIONS NTS m a .. z 0 a 0 Q 0 X z ROOF -CEILING SYSTEMS GA FILE NO. RC 2601 GENERIC GYPSUM WALLBOARD, WOOD JOISTS, ROOF COVERING Fire Design: Base layer 5/8" type X gypsum wallboard applied at right angles to 2 x 10 wood joists 24" o.c. with 1-1/4" Type W or S screvvs 24" o.c. Face layer 5/8" type X gypsum wallboard or gypsum veneer base applied at right angles to joists with 1-7/8" Type W or S screws 12" o.c. at joints and intermediate joists and 1-1/2:" Type G screws 12" o.c. placed 2" back on either side of encl joints. Wood joists supporting 1/2" plywood with exterior glue applied at right angles to joists with 8d nails. Appropriate roof covering. Joints offset 24" from base layer joints. 1 HOUR FIRE ��_ Approx. Ceiling Weight: 5 psf (Fire) Fire Test: FM FC 172, 2-25-72; ITS, 8-6-98 1-HOUR ROOF/CEILING NTS FLOOR -CEILING SYSTEMS, WOOD FRAMED GA FILE NO. FC 5121 PROPRIE=TARY* WOOD TRUSSES, WOOD STRUCTURAL PANELS, RESILIENT CHANNELS, GLASS BATT OIL LOOSE FILL INSULATION, CEILING DAMPER, GYPSUM WALLBOARD Fire Design: One layer of 5/8" proprietary type X gypsum wallboard applied at right angles to resilient furring channels 12" o.c. with 1" Type S screws 8" o.c. No limit on overall thickness of glass fiber batt or loose mill insulation when applied directly over gypsum board. Minimum 12" deep parallel chord wood trusses spaced 24" o.c. supporting a 23/32" wood structural panel subfloor, long edges T&G, applied at right angles to trusses with construction <�dhesive and 6d ring shank nails 12" o.c. A 15/32" wood structural panel underlayment applied over subfloor. Optional ceiling damper (refer to manufacturer for information on thE= type of damper). Sound Design: Sound tested with 3-1/2" glass batt insulation, carpet, padding as well as vinyl flooring. PROPRIETARY GYPSUM BOARD American Gypsum Company LLC ....................... 5/8" FireBloc`' Type C Gypsum Board GA FILEE NO. WP 4136 1 HOUR FIRE 50 to 54 STC SOUND Approx. Ceiling Weight: 3 psf (Fire and Sound) Fire Test: UL R14196 04NK25585 01-15-05 4786440611 06-06-14 U L R 13446 10CA05196 10-21-10 UL R8477 98NK22455 05N K24841 4786440611 UL Design 1574 UL Design M508 UL Design L528 UL Design L546 UL Design L579 UL Design L589 Sound Test: RAL TL08-310, 10-31-08; RAL TL08-311, 10-31-08 IIC &Test: (40 sheet vinyl), RAL IN08-039, 10-31-08; (64 C&P), RAL IN08-040, 10-31-08 1-HOUR FLOOR/CEILING NTS GENERIC GYPSUM WALLE30ARD, WOOD STUDS Fire Design: Base layer 5/8" type X gypsum wallboard or veneer base applied parallel or at right angles to each side of 2 x 4 wood studs 16" o.c. with 1-1/4" i-ype W screws 12" o.c. Face layer 5i8" type X gypsum wallboard or veneer base applied parallel or at right angles to each side with 1-7/8" Type W screws 12" o.c. and offset 6" from screws in base layer. Joints staggerecl 16" each layer and side. (LOAD -BEARING) 2 HOUR FIRE Thickness: Approx. Weight Fire Test: 2-HOUR FIRE SEPARATION WALL NTS 6" (Fire) 12 psf (Fire) SWRI 01-5920-614, 12-5-94 U L Prod uct iQ'"` axuvv34o - 04-23-24 CITY REVIEW COMMENTS �2 06-18-24 CITY REVIEW COMMENTS �3 07-01-24 CHANGE TO SCOPE Design/System/Construction/Assembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment, system, devices, and materials. • Authorities Having Jurisdiction should be consulted before construction. • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. • When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each pn�duct category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. • Only products which bear UL's, Mark are considered Certified. BXUV -Fire Resistance Ratings -ANSI/UL 263 Certified for United States BXUV? -Fire Resistance Ratings -CAN/ULC-5101 Certified for Canada See General Information for Fire -resistance Ratings -ANSI/UL 263 Certified for United States Design Criteria and Allowable Variances See General Information for Fire Resistance Ratings -CAN/ULC-5101 Certified for Canada Design Criteria and Allowable Variances Design No. V340 January 23, 2020 Bearing Wall Rating — 1 Hr Finish Rating — 4 min Loaded Per 2012 NDS Supplement, ASD Method, Wall Braced by Sheathing, 40% of Design Load Applied to Wall This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used —See Guide BXUV or BXUV7 * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions emplolying the UL or cUL Certification (such as Canada), respectively. 5 1. Wood Studs —Nom 2 by 4 in., spaced 16 in. OC with double 2 by 4 top anti single 2 by 4 in, bottom plates. Studs effectively firestopped. 2. Gypsum Board* —Any 5/8 in. thick UL Classified Gypsum Board that is eligible for use in Design Nos. L501, G512 or U305. Nom. 5/8 in. thick, 4 ft. wide, applied vertically, and nailed to studs and bearing plates 7 in. OC. with 6d cement coated nails, 1-7/8 in. long, 0.0915 in. shank diam. and 1/4 in. diam. head. Verticaljoints centered over studs and staggered min. 1 stud cavity from the vertical joints of the building units (Item #5). 3. Joints and Nail Heads —Wallboard joints covered with tape and joint compound. Nail heads covered with joint compound. 4. Batts and Blankets* —Faced or unfaced mineral fiber insulation, 3-1/2 in. thick, minimum 2.87 pcf, friction fit in the wall cavity between stud, plates. See Batts and Blankets* (BZJZ) category for names of Classified manufacturers. 5. Building Units* —Building units nailed to the wood framing, coating to studs, with 1-7/8 in. long, 6d nails, spaced 6 in. OC. on the perimeter and 12 in. OC. in the field. Vertical joints centered on studs. Horizontal joints backed with nom. 2 by 4 wood blocking. LOUISIANA-PACIFIC CORP —Type Blazeguard 1-Side LOUISIANA-PACIFIC CORP —Type LP FlameBlock 1-Side * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2020-01-23 1-HOUR FIRE RATED EXTERIOR WALL NTS O • • w O 0 1� 04-23-24 CITY REVIEW COMMENTS �2 06-18-24 CITY REVIEW COMMENTS 07-01-24 CHANGE TO SCOPE � �i wnvvvwv - III ulvv NORTH ELEVATION (LOOKING SOUTH SCALE: 1/�" = 1'_/JjII z 0 a O N l lv/ ♦_IY I I� I Phil r�/Ily� \ I ♦-I� 1��/��/G u/GG-IIVI/ SOUTH ELEVATION (LOOKING NORTH SCALE: 1/4" = 1'-�" �s� EAST ELEVATION (LOOKING WEST A3.� % SCALE: 1/�" = 1'_/TII See site plan for entry construction details. KEYNOTES 0 1 (E) TORCH DOUJN R00>=1NC� PER OUJNER/CONtR 2 (E) 5/4x10 TOP TRIM OVER lE)1=LAT PANEL 1=ASC1�4 IWEATNER-RESISTANT) PER OWNER/CONTR 3 lE) NORIz COMP LAP SIDING TO MATCH � lE)1=LAT PANEL COMP SIDING 5 lE) 4'-m' PARAPET W/ 5/4x6 TRIM (WEATHER -RESISTANT) 6 lE) 4'-m' PARAPET W/ 5/�x6 TRIM (WEATHER -RESISTANT) � lE) 2'-0' PARAPET W/ 5/4x6 TRIM (WEATHER -RESISTANT) 8 lE) 5/4x6 CORNER TRIM IWEATNER-RESISTANT) 9 lE) GALV/PAINTEp METAL LOUVERED NVAC SCREEN PER OWNER/CONTR 10 (N) CONC. LANDING W/ SLIP -RESISTANT SURI=ACE PER CONTR q � � >: q � Wcp � �V � �O O �cp W N QN W N 0 W w w O O w W Z