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RESUB 1 APPROVED PLN BLD +Architectural_Plan+4.16.2021_9.50.28_AM+2149404
N 3 4 5 C� 7 9 10 12 13 14 15 W 17 18 19 A 10 19 V. 1i1 J K Ul M N r Nothing in the permit approval process shall be Approved by Fire interpreted as allowing or permitting the maintenance 04/20/2021 AFM ��/,� e�e�If of any currently existing illegal, nonconforming or RANCH. APPROVE .. V ALL WORK SUBJECT FIRE PLAN REVIEW NOTES: un ermitted p building., structure or site condition which g. � 1. Hood fire systems need to be completed and entered into Tegns Fire reporting system before approval of remodel. IS outside 2. Separate permits for any alterations to fire alarm system the scope of the permit application, regardless TO FIELD PLANS MUST E 3. Separate permits for any alterations to sprinkler system of whether such building, structure or condition is INSPECTION FOR 4. Separate permits for any alterations to hood suppression system - - TENANT IMPROVEMENT 5. Addressing, extinguishers and exiting on final shown on the site Ian or drawing . such building , p g g CODE COMPLIANCE ON JO SITE structure or condition may be the subject of a separate22511 Highway WA 98026 enforcement action. PROJECT GENERAL NOTES PROJECT DIRECTORY PROJECT DATA DRAWING INDEX CitLi OLI EdmoEids Building Department 1 SEE APPROPRIATE DRAWINGS FOR GENERAL NOTES OF OTHER ARCHITECT: smith co lic CONSTRUCTION EXISTING CONSTRUCTION TYPE: ARCHITECTURAL MECHANICAL ------------ Work REMODEL DISCIPLINES: STRUCTURAL, ELECTRICAL, MECHANICAL AND 603 STEWART STREET. TYPE TYPE VIN FULLY-SPRINKLERED G-1.1 GENERAL INFORMATION ME-0.1 MECHANICAL NOTES GENERAL PLUMBING. SUITE 610 G-1.2 CODE INFO ME-0.2 MECHANICAL EQUIPMENT SCHEDULES Address 22511 HIGHWAY 99 S 102 2. DO NOT SCALE DRAWINGS- USE DIMENSIONS ONLY. SEATTLE, WA 98101 OCCUPANCY GROUP PRIMARY OCCUPANCY: M-GROCERY G-1.3 SPECIFICATIONS G-1.4 CODE SUMMARY ME-1.0 ME-1.1 GROUND FLOOR MECHANICAL REFLECTED CEILING PLAN - DEMO GROUND FLOOR MECHANICAL REFLECTED CEILING PLAN - NEW 3. DIMENSIONS WHERE SHOWN ARE NORMALLY GIVEN: G-1.5 SITE PLAN Owner RANCH 99 GROCERY STORE A. TO COLUMN CENTER LINE M: 206.713.4076 PLUMBING For Reference only see applicable Y pp --------- ------------ ---------- Approved Date:4-19-2021 B. TO FINISH FACE OF CMU OR GWB. T: 206.466.5239 APPLICABLE CODES: 2018 INTERNATIONAL EXISTING BUILDING CODE D-1.0 DEMOLITION FLOOR PLAN D-2.0 DEMOLITION LIGHTING PLAN PB-0.1 a y@ fora roved plans PLUMBING GENER�L1`�5 pp p ------- - - ---- 4. DIMENSIONS SHOWN ON LARGER SCALE DRAWINGS GOVERN. F: 206.464.0700 PB-0.2 PLUMBING SCHEDULES Building Official Erl.Ci 5. FIELD VERIFY ALL EXISTING CONDITIONS. REVIEW EXISTING PROJECT MANAGER: Keith Smith 2018 INTERNATIONAL MECHANICAL CODES A-1.0 OVERALL FLOOR PLAN PB-0.3 PLUMBING DETAILS CONDITIONS PRIOR TO COMMENCING THE WORK, NOTIFY E-Mail:ksmith@smithco.org 2018 UNIFORM PLUMBING CODES A-1.1 ENLARGED FLOOR PLAN PB-1.0 GROUND FLOOR DOMESTIC WATER PIPING PLAN - DEMO Permit Number BLD2021-0357 ARCHITECT OF UNEXPECTED CONDITIONS. A-2.0 ENLARGED BAKERY FLOOR PLAN PB-1.1 GROUND FLOOR DOMESTIC WATER PIPING PLAN - NEW -------------------------------- 6. ALL NUMERICAL ELEVATIONS ARE TO TOP OF CONCRETE SLAB, TENANT: 99 RANCH MARKET 2020 NATIONAL ELECTRIC CODE A-2.1 ENLARGED SEAFOOD FLOOR PLAN PB-1.2 ENLARGED GROUND FLOOR DOMESTIC WATER PIPING PLAN - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - UNLESS NOTED OTHERWISE. Jordan Ramos CHAPTER 11 IBC AND OTHER BUILDING A-3.0 OVERALL REFLECTED CEILING PLAN PB-2.0 GROUND FLOOR WASTE AND VENT PIPING PLAN - DEMO Separate permits required for: 7. "ALIGN" AS INDICATED ON THE DRAWING SHALL BE UNDERSTOOD Construction Project Manager CODE REQUIREMENTS FOR BARRIER- A-3.1 ENLARGED BAKERY CEILING PLAN PB-2.1 GROUND FLOOR WASTE AND VENT PIPING PLAN - NEW ; 1. Plumbing ; TO MEAN TO ALIGN THE FINISH MATERIAL OF THE WALLS OR Tawa Services, Inc. FREE DESIGN INCLUDING ICC/ANSI A117.1 - 2009 A-3.2 ENLARGED SEAFOOD CEILING PLAN PB-2.2 ENLARGED GROUND FLOOR WASTE AND VENT PIPING PLAN S 2. Mechanical ; ; COLUMNS INDICATED. Direct: 714-521-8899 ext 542 Cell: 909-802-0532 2018 WASHINGTON ENERGY CODE A-4.0 INTERIOR ELEVATIONS/SECTION PB-3.0 PARTIAL PLUMBING ROOF PLAN 3. Fire Alarm I 14_ Fire Sprinkler 8. ALL INTERIOR GYPSUM WALL BOARD IS 5/8 " TYPE X GWB ON J ordanr@tawa.com A-4.1 INTERIOR ELEVATIONS - - - - - - - - j METAL STUDS OR FURRING CHANNELS UNLESS NOTED MEP 2018 NATIONAL FIRE CODE WITH A-4.2 INTERIOR ELEVATIONS A-4.3 ELECTRICAL OTHERWISE, SIZES AS DIMENSIONED ON PLANS. SEE NOTE FOR Jia Pan, P.E. ENGINEER: Project Manager WASHINGTON STATE AMENDMENTS INTERIOR ELEVATIONS A-4.4 INTERIOR ELEVATIONS E-0.1 ELECTRICAL LEGEND AND SCHEDULES APPROVED BY PLANNING LOCATION OF WATER RESISTANT GWB. 9. PROVIDE WATER RESISTANT TYPE X GWB IN ALL TOILET ROOMS, JHP Engineering and Design Services, Inc., ALL LOCAL ORDINANCES HAVING JURISDICTION A-5.0 ENLARGED TOILET PLANS/ELEVATIONS E-0.2 E-0.3 SINGLE LINE DIAGRAM/PANEL SCHEDULES INTERIOR LIGHTING COMPLIANCE FORMS ; WAREWASH AND WET AREAS. 3103 Independence Drive, Livermore, CA 94551 A-5.1 ENLARGED TOILET PLANS/ELEVATIONS E-1.0 POWER PLAN - SALES FLOOR 10. ALL FINISH CEILING HEIGHTS SHALL BE CONFIRMED UNLESS Tel: 925-409-2508 1 925-409-2507 ext. 100 OCCUPANCY MGROCERY STORE - E-1.1 E-2.0 POWER PLAN - BAKERY LIGHTING PLAN NOTED OTHERWISE ON THE ROOM FINISH SCHEDULE. Cell: 510-468-0613 web: www.jhpengr.com STRUCTURAL Apr 20 2021 I� 11. PROVIDE FINISH WALL BEHIND ALL EQUIPMENT AND CASEWORK. 12. PROVIDE ALL ACCESSIBLE SIGNAGE AS REQUIRED BY LOCAL OR STRUCTURAL WRIGHT ENGINEERS so.1 GENERAL STRUCTURAL NOTES/PLAN SCOPE OF WORK IS INTERIOR ONLY. SITE MAP AND SITE PLAN ON SHEET APPLICABLE JURISDICTION. ENGINEER: 1645 VILLAGE CENTER CIRCLE SUITE 10 S1.1 FRAMING DETAILS G-1.5 ARE FOR REFERENCE ONLY, NO EXTERIOR CHANGES TO 13. PROVIDE ONE TYPE 5E-2A-10BC FIRE EXTINGUISHER PER 3,000 SF LAS VEGAS, NV 89134 STRUCTURE, SITE LAYOUT OR PARKING LOT HAVE BEEN PROPOSED AND NOT MORE THAN 75 FT OF TRAVEL DISTANCE. P 702.933.7000 UNDER THIS REVIEW. 14. THERE SHALL BE NO BACK-TO-BACK ELECTRICAL, TELEPHONE, OR OTHER OUTLETS. SEPARATE OUTLETS BY 6" AT NONRATED, PARTITIONS. SEPARATE OUTLETS BY 24" MIN. AT FIRE RATED SEPARATE SUBMITTALS SITE MAP SITE VICINTY PARTITIONS. 15. WHERE HVAC OR OTHER MECHANICAL ELECTRICAL AND PLUMBING ITEMS PENETRATE PARTITIONS, STUDS SHALL BE SIGNAGE UNDER SEPARATE SUBMITTAL. � -- - Honna deafer �' Woods ' BRACED AND FRAMED TO STRUCTURE AS REQUIRED TO PROVIDE LOW VOLTAGE, FIRE SPRINKLERS AND FIRE ALARM v5 fc. 0 LoveBella Waxing Studio I Takeout Environm rit'.Coontrgl Homewatch CareGivers Ryco Equ 221;t PI S4 ADEQUATE SUPPORT. ALL PENETRATIONS THROUGH RATED _- Sg Qof Western WA QHarborFreightTools o0Hardware store WALLS SHALL BE SEALED TO PROVIDE FIRE SMOKE AND/OR n. �, "�- > , " Vertical Visual Doug s Lynnwood Mazda ACOUSTICAL ISOLATION OF SPACES WITH APPROPRIATE FIRE LEGAL DESCRIPTION 9 ���R/r"I `�' /.� .�•�, .�� �,I Delivery - '222nd SLSW ? _ 227nd St '', -227nd St SW-'d22nd St SW Q STOP MATERIAL. b6 "Q r ati ' f - �', xm® p ante Esper ownhomes © 2 T, Andys 16. ALL CHANGES IN PROJECT SCOPE DUE TO CONTRACTOR ® rya a Olympic View Are GENERATED ALTERNATES OR EXISTING FIELD CONDITIONS SHALL BE TRANSMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO PARCEL NO.: 27042900307400 ¢� "% �',` t !. ;.•/ ,° `i �� a -" �' ' '� %� PRD�ECT `' - Q� TaptocaExpress � s Seattle Skating Club �rakeout Q LEGAL: ° ,: , •., �� rzzard st5,v D / INSTALLATION. SEC 29 TWP 27 RGE 04COM SW COR SEC 29 TH N01*11 02W ALG W LN SD SEC 533.66FT TO S LN OF N * ,. ,...f:,,, "" ^ 1 �'/�'I%':�!'• �� ,;. j/. ;: �:; a itarian LOCATION " ! P �° Heakly tore 17. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR 132FT OF W1/2 SW1/4 SW1/4 SW1/4 TH S89 34 04E ALG SD S LN 30.01FT TO ELY MGN OF 76TH AVE W A " �:; • . ;, ./, Congregatic / t�entalsopplystore tz3.ds s'.a Taste Rice Noodles ©Take��t RECEIVING AND INSTALLING OF OWNER FURNISHED ITEMS TPB TH N01*11 02W ALGSD ELY MGN 132.15FT TO INT SD ELY MGN OF 76TH AVE W WH ELY MGN OF HIWY 99 TH N25*15 57E ALG ELY MGN 700.08FT TO SLY MGN OF 224TH ST SW TH S89*31 29EALG SD .b Q «� w 7"•'b Seabrook Dental Lab Q LISTED, UNO. 18. PROVIDE EXIT ILLUMINATION PER LOCAL CODES. SLY MGN 327.63FT TO NWLY COR LOT 1 BLK 1 BINGS SUN VALLEY ADD NO 5 TH S00*55 30E ALG WLY BDY OF SD BINGS ADD 575.02FT TO SW COR LOT 5 BLK 1 SD ADD TH WILY 333.74FT M/L TO NW ^°,,�®y •� • ' " a " ^ e�. """ a , ^° , ty ` t + t ge s *. " �'' " i„_ L Edmon -] i _ QThe Nock Point Landscaping 9CARc Edmonds �J West Coast Autoworks Clinic Edmonds {a `V 19. MODIFY THE FIRE PROTECTION SYSTEM TO ACCOMMODATE THE CORLOT 6 BLK 1 OLIVER PARK TH S 132FT TH N89*34 04W 93.31 FT TH N01*11 02W 60FT TH N89*34 04W 150FT TH S01 *11 02E 60FT TH N89*34 04W 60FT TO TPBTGW FDP BLK 1 LOTS 5 & 6 PLAT OF I'� E` ,e,..b., .. ; >. "' ,. �' ""' t - \/ "'° _ ;at, RockdfHb`oe " tns<sw - -�� i Baptist Church Cardea'er - 224th st sw- 224�hs' Mercury v 4 3 Pharmacy Services CONFIGURATION INDICATED ON THE PLANS. COMPLY WITH ALL OLIVER PARK TGW WLY 1/2 VAC OLIVER LANE LY ADJ SD LOTS TGW BLK 2 LOTS 5 & 6PLAT OF t > I Looking For Chal i takeout •Delirery GOVERNING ORDINANCES AND LANDLORD CRITERIA. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. OLIVER PARK TGW E1/2 VAC OLIVER LANE LY ADJ SD LOTS LESS R/W AT CORHWY 99 & 224TH ST SW TO CITY LYNN PER REC AF 9711070637�; •�. t t � 20. SPRINKLER HEADS MOUNTED IN HARD TO BE + t i \� Hwy 99, (GWB)CEILINGS t �`� i/sow � I Jack To Store � y n ' ds,WA Edmonds, WA 98026 O Edmonds, 1? ruin d•r:c- L I•- Creekside Preschool FULLY RECESSED WITH WHITE CAPS. , ,.r f _ /i I Public Storage Toy store g Q � 225th PI sw 2zsm PI sw � 21. INSTALL ALL COMPONENTS OF FIRE RATED ASSEMBLIES PER RATING CRITERIA. SCOPE OF WORK SITE INFORMATION SITE PLAN KEYNOTES "' �� q �� Q Rite Aid Pharmacy Edmonds BtgFoot Java © Z Takeout • Delivery 22. INSTALL FIRE ALARM SYSTEMS TO COMPLY WITH LANDLORD CRITERIA AND LOCAL CODES AS REQUIRED. _ __ �� ° euv, " �" ® mom., , ,sum � r� "II`"' Than Brothers Q` ci 85'C Bakery J ©Cafe Edmonds Qm rakeour°` BUILDING: u � " � / D Fa�Restaurants Delivery 23. FIRE SPRINKLER SYSTEM WORK AND FIRE ALARM SYSTEM WORK IS TO BE THE WORK INCLUDES, BUT NOT LIMITED TO TENANT IMPROVEMENTS FORA - - 9'°° ®�° �" �� �° �»° ®�aw \ ..° ® .„»...,.°:�. CEO) w Direct Pros eu Pi svu } V W Boo Han Factory Dr Tire © eVa� 'rt° a -. 226th PI P15 G u SUBMITTED UNDER SEPARATE PERMITS. 24. PROVIDE FINISH FLOOR UNDER ALL EQUIPMENT AND CASEWORK. GROCERY STORE AND RELATED SERVICES, WORK INCLUDES NON-STRUCTURAL WALLS, FINISHES �°-- ..,e ® "gin "a 727th SWa 226tn IQJ&I Hair Salon ON SITE: S,T$NCALE: N.T.S. Gilson I SCALE: N.T.S. NONE FOR ADDITIONAL ABBREVIATIONS ARCHITECTURAL ABBREVIATIONS ARCHITECTURAL SYMBOLS SEE OTHER DESIGN DISCIPLINES SYMBOLS ACOUS. ACOUSTICAL ELEV. ELEVATION ADJ ADJUSTABLE, ADJACENT ELEC. ELECTRICAL (SLAB) A.F.F. ABOVE FINISHED FLOOR SLAB ENCL. ENCLOSURE L. LONG, LENGTH PR. PAIR LAM. LAMINATE, LAMINATED PROJ. PROJECT L.F. LINEAR FOOT, LINEAL FOOT PRV PRESSURE REDUCING VALVE T.O.S. TOP OF STEEL T.O.W. TOP OF WALL T&B TOP AND BOTTOM DETAIL IDENTIFICATION DETAIL CUT LINE -DEFINES THE NORTH ARROW PROJECT NORTH ARROW �� REVISION CLOUD MATERIALS � � ITEM S.I.O OR N.I.C. ❑GYPSUM BOARD ALUM ALUMINUM EQ. EQUAL LIQ. LIQUID P.T. PRESSURE TREATED TEL. TELEPHONE DETAILED ELEMENT AND DELTA ANOD. ANODIZED EXH. EXHAUST L.P. LOW POINT Q.T. QUARRY TILE TEMP. TEMPERED GLASS 3 A- TRUE NORTH 2 ❑ CONCRETE APPROX. APPROXIMATE EXIST. EXISTING BD. BOARD EXP. EXPANSION LT.WT. LIGHT WEIGHT QTR. QUARTER MAS. MASONRY R RADIUS TYP. TYPICAL UTIL. UTILITY A8.01 SHEET WHERE INDICATOR ITEM S.O.I.0 IiIIIIIi EARTH B.F.F. BELOW FINISHED FLOOR (SLAB) EXT. EXTERIOR MAX. MAXIMUM R.C. REFRIGERATION CONTRACTOR U.B.C. UNIFORM BUILDING CODE DRAWN DOOR MARK 50'-0" A.F.F. WORK, CONTROL OR S.I.C. GRAVEL BLDG. BUILDING F.D. FLOOR DRAIN M.B.S. METAL BUILDING SUPPLIER R.C.P. REFLECTED CEILING PLAN U.N.O. UNLESS NOTED OTHERWISE OR DATUM POINT BLK. BLOCK FDN. FOUNDATION BLK'G. BLOCKING FF FACTORY FINISH MECH. MECHANICAL R.D. ROOF DRAIN MFG. MANUFACTURING R.L. ROOF LEADER V.C.T. VINYL COMPOSITION TILE VERT. VERTICAL WALL SECTION DETAIL IDENTIFICATION DOOR CODE - 2580A REFER TO CMU OR BRICK BM. BEAM FHS FLAT HEAD SCREW BOT. BOTTOM FL. FLOOR BTWN. BETWEEN F.I.O. FURNISHED AND INSTALLED MFR. MANUFACTURER REC'D. RECEIVED M.H. MANHOLE REFRIG. REFRIGERATION MIN. MINIMUM REINF. REINFORCING V.I.F. VERIFY IN FIELD W/ WITH W/O WITHOUT CUT LINE - DEFINES THE 2 DETAILED ELEMENT SCHEDULE WINDOW, RELITE OR SLOPE DIRECTION SLOPE DOWN WITH DATUM MARK 1/8" PER FOOT NEW CONSTRUCTION - SHOWN SOLID PLYWOOD RIGID INSULATION CB CATCH BASIN BY OWNER M.I.P. METAL INSULATTED PANEL REQ'D. REQUIRED WD. WOOD A7.01 LOUVER MARK C.G. CORNER GUARD FIN. FINISH MISC. MISCELLANEOUS R.O. ROUGH OPENING WDW. WINDOW _SHEET WHERE DRAWN WINDOW BATT INSULATION C.I. CAST IRON F.R.P.P. FIBER REINFORCED PLASTIC M.O. MASONRY OPENING SCHED. SCHEDULE C.I.P. CAST IN PLACE PANELS M.R. MOISTURE RESISTANT S.C. SOLID CORE () WHS. WELDED HEAD STUD W.P. WATERPROOF SPRINKLER MAIN 14 NUMBER - REFER ❑ WOOD MEMBER BUILDING SECTION C.L. CENTER LINE FRT. FIRE RETARDANT TREATED MULL. MULLION SHT. SHEET W.R. WATER RESISTANT TO SCHEDULE CLR. CLEAR FTG. FOOTING CLG. CEILING GA. GAUGE CMU CONCRETE MASONRY UNIT GALV. GALVANIZED MTD. MOUNTED SIM. SIMILAR MTG. MOUNTING S.I.O. SUPPLIED AND INSTALLED MTL. METAL BY OWNER WT. WEIGHT W.W.F. WELDED WIRE FABRIC Y.D. YARD DRAIN DETAIL IDENTIFICATION 6 EQUIPMENT MARK PROPERTY LINE EXISTING CONSTRUCTION TO REMAIN ❑ WOOD BLOCKING - SHOWN LIGHT BACKGROUND Jim FINISHED WOOD COL. COLUMN G.C. GENERAL CONTRACTOR N.I.C. NOT IN CONTRACT S.I.V. SUPPLIED AND INSTALLED CONC. CONCRETE GWB GYPSUM WALLBOARD, GYPSUM NOM. NOMINAL BY VENDOR 1,A3.01 SHEET WHERE DRAWN �� EQUIPMENT NUMBER - REFER 24 ❑ ACOUSTICAL TILE CONT. CONTINUOUS BOARD N.T.S. NOT TO SCALE S.O.I.C. SUPPLIED BY OWNER INSTALLED TO SCHEDULE FENCE 0 STEEL CONSTR. CONSTRUCTION H.B. HOSE BIBB O.A. OVERALL BY CONTRACTOR EXTERIOR ELEVATION CONTR. CONTRACTOR H.C. HANDICAPPED C.T. CERAMIC TILE H.M. HOLLOW METAL O.C. ON CENTER SQ. SQUARE O.D. OVERFLOW DRAIN S.S. SERVICE SINK, SANITARY SEWER DETAIL IDENTIFICATION ROOM MARK X X X X X DBL DOUBLE HORIZ. HORIZONTAL O.H. OVERHEAD SST STAINLESS STEEL 8 SHEET WHERE DRAWN ROOM ROOM NAME BREAKLINE EXISTING CONSTRUCTION TO BE DIM. DIMENSION H.P. HIGH POINT OP'G OPENING STD. STANDARD A3.02 100 ROOM NUMBER REMOVED -SHOWN DASHED DTL. DETAIL HT. HEIGHT OPP. OPPOSITE STL. STEEL D.F. DRINKING FOUNTAIN HTR. HEATER D.S. DOWNSPOUT HVAC HEATING, VENTILATION, AND PTN. PARTITION STRUCT. STRUCTURE, STRUCTURAL PERP. PERPENDICULAR SUSP. SUSPENDED ^ L INTERIOR ELEVATION COLUMN GRIDS WALL TYPE MARK DWG. DRAWING AIR CONDITIONING PL. PLATE, PROPERTY LINE SYS. SYSTEM EA. EACH IBC INTERNATIONAL BUILDING CODE PLAS.LAM. PLASTIC LAMINATE T TREAD, TOP E.F.S. EXTERIOR FINISH SYSTEM INSUL. INSULATION PLYWD. PLYWOOD T.O.J. TOP OF JOIST E.I.F.S. EXTERIOR INSULATION AND INT. INTERIOR PLBG. PLUMBING T.O.M. TOP OF MASONRY 5 DETAIL IDENTIFICATION A5.03 6 WALL TYPE X 0 FE FIRE EXTINGUISHER FINISH SYSTEM JT./JTS. JOINT, JOINTS PNL. PANEL, PANELING T.O.P. TOP OF PARAPET SHEET WHERE DRAWN X NOTE 7 2 M 4 5 6 7 8 9 10 12 13 14 15 16 17 A V9 N4 9, v �99F� RANCH MARKET B at Edmonds 22511 Highway 99 Edmonds, WA 98026 ��it coo 603 Stewart Street suite 610 Seattle, washington 98101 206.466.5239 p 206.713.4076 m D ksmith@smithco.org http://www.smithco.org/ Architect Registration 6294 REGISTERED E ARCHITECT KEITH L. SMITH STATE OF WASHINGTON r Consultant RESUB 4/16/2021 CITY OF EDMONDS G DEVELOPMENT SERVICES DEPARTMENT I Consultant Registration Issues and Revisions No. Date Issues 1 11.28.20 PERMIT 2 03,22,21 BID SET K L M Project Name Project Number 02016063.01 N Description COVER SHEET Computer File G-1.1.DWG Scale AS NOTED Template All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned 0 by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of Smith co. Ilc. G�lff 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 M CONTRACTOR SHALL UTILIZE ALL APPLICABLE TYPICAL ACCESSIBILITY DETAILS & NOTES 11B-703.1 General. Signs shall comply with Section 11B-703. Where both visual and tactile characters are required, either one sign with both visual and tactile characters, or two separate signs, 11B-703.6 Pictograms. Pictograms shall comply with Section 118-703.6. one with visual, and one with tactile characters, shall be provided. 11B-703.6.1 Pictogram field. Pictograms shall have a field height of 6 inches (152 mm) PROVIDE SECOND SET OF HANDRAILS AT 24' S minimum. Characters and Braille shall not be located in the pictogram field. WHEN NEW OR ADDITIONAL SIGNS AND!OR IDENTIFICATION DEVICES ARE PROVIDED, AFF.WHEN CHILDREN ARE PRIMARY USERS. 11B-703.6.2 Finish and contrast. Pictograms and their field shall have a non -glare finish. OR WHEN EXISTING SIGNS ANDIOR IDENTIFICATION DEVICES ARE REPLACED OR RISERS TO BE 4" MIN. TO 7" MAX.. DIFFERENCE 12 !18-703.2 Raised characters. Raised characters shall comply with Section 119-703.2 and shall be Pictograms shall contrast with their field with either a light pictogram on a dark field or a dark BETWEEN SMALLEST AND GREATEST RISER HEIGHT IN duplicated in Braille complying with Section 118 703.3. Raised characters shall be installed in g g p g ALTERED, THE NEW OR ALTERED SIGNS AND/OR IDENTIFICATION DEVICES SHALL "MIN pictogram on a light field ANY ONE FLIGHT OF STAIRS SHALL NOT BE MORE THAN V-6" M accordance with Section 11B-703.4. COMPLY WITH THE FOLLOWING: TW -TREAD WIDTH 1dan7e with Depth. Raised characters shall be 1/32 inch (0.8 mm) minimum above their 11B-703.6.3 Text descriptors. Pictograms shall have text descriptors located directly below the 318" - 24" 12" pictogram field. Text descriptors shall comply with Sections 11B-703.2. 11B-703.3 and 11B-703.4. • IDENTIFICATION SIGNS: PERMANENT ROOMS AND SPACES OF A BUILDING OR TOP LANDING LAVATORY x background. ( T V 36" GRAB BAR `i �4 11B-703.2.2 Case. Characters shall be uppercase. SITE) O° I I V99J RANCH MARKET !l9.703.2.3 Style. Characters shall be sans serif. Characters shall not be italic, oblique, script, CBC 11B-703.1, 118-703.2, 11B-703.3,11E-703.5 ;� I o `r 11B-703.7 Symbols of accessibility. Symbols of accessibility shall comply with Section 11B-703.7. I V� �� highly decorative. or of other unusual forms. WHEN PICTOGRAMS ARE PROVIDED. PICTOGRAMS SHALL COMPLY WITH CBC 11B- _ 42" GRAB BAR ��� 11B-703.7.1 Finish and contrast. Symbols of accessibility and their background shall have a a o p 116 703.2.4 Character proportions. Characters shall be selected from fonts where the width of 703.6. AND SHALL HAVE TEXT DESCRIPTORS COMPLYING WITH 11B 703.2 AND 11B o B „ non -glare finish. Symbols of accessibility shall contrast with their background with either a light the uppercase letter 0" is 60 percent minimum and 110 percent maximum of the height of the 703.5. TW + 12' � I I � z symbol on a dark background or a dark symbol on a light background. _ / z at Edmonds Uppercase letter "I". • DIRECTIONAL AND INFORMATIONAL SIGNS:(SIGNS THAT DIRECT TO OR GIVE INFO VISUAL WARNING STRIPS SHALL BE 2" 11B-703.7.2 Symbols Z 11B-703.2.5 Character height. Character height measured vertically from the baseline of the ABOUT ROOMS OR SPACES) MIN. WIDTH AND INSTALLED 1" MAX, 11B-703.7.21 International Symbol of Accessibility. The International Symbol of Accessibility o--- F- - character shall be 5/8 inch (15.9 mm) minimum and 2 inches (51 mm) maximum based on the CBC IIB-703.5 FROM EDGE OF THE TOP AND BOTTOM BOTTOM LANDING 2'-6" height of the uppercase letter "I". shall comply with Figure 118 703.7.2.1. The symbol shall consist of a white figure on a blue - J- - DOOR PERMITTED TO 9 pP • TACTILE EXIT SIGNS TREADS OF INTERIOR STAIRS. AND ON background. The blue shall be Color No. 15090 in Federal Standard 5958. 11B-703.2.6 Stroke thickness. Stroke thickness of the uppercase letter "I" shall be 15 percent Exception: The appropriate enforcement agency may approve other colors to complement CBC 11B-703.1, IIB-703.2, 11B-703.3,11E-703.5 ALL TREADS OF EXTERIOR STAIRS. _ I I SWING OVER THIS AREA 22511 Highway 99 maximum of the height of the character. p9 y y pp p PIt I z •� 118-703.2.7 Character spacing. Character spacing shall be measured between the two closest decor or unique design. The symbol contrast shall be light on dark or dark on light. L - Edmonds, WA 98026 points of adjacent raised characters within a message, excluding word spaces. Where characters 11B-703.7.0 International Symbol of TTY. The International Symbol of TTY shall comply with ❑A STAIR SECTION have rectangular cross sections, M Figure 116 703.7.2.2. spacing between individual raised characters shall be 1/8 inch (3.2 mm) minimum and 4 times the raised character stroke width maximum. Where characters have other cross sections, spacing 11B-703.7.2.3 Volume control telephones. Telephones with a volume control shall be identified o between Individual raised characters showy a nin Figure 11B-703togram of a telephonehandset with radiating sound waves on a square field such as kCLRMIN4 1-1 4" TO 1-1?2" 1-1 1.1i4" TO 1.1i2" 1-1: " URINAL WHERE OCCURS C shall be 1H6 InCh 1.6 mm minimum and 4 times the raised character stroke width maximum at 1-1?4" TO 1-1r2" 1-1 2" the base of the cross sections. and 1/8 inch (3.2 mm) minimum and 4 times the raised character 11B 703.7.2.4 Assistive listening systems. Assistive listening systems shall be Identified by the 2 2 coo stroke width maximum at the to of the International Symbol of Access for Hearing Loss complying with Figure 11B-703.7.2.4. A PLAN p O O 603 Stewart Street cross sections. Characters shall be separated from raised borders and decorative elements 3/8 116-703.7.2.5 Cleaner Air Symbol. Rooms, facilities and paths of travel that are accessible to A B _ 1.1,4" T\2i inch se mm) minimum. and usable by people who are adversely impacted by airborne chemicals or particulate(s) and/or TYP suite 610 1 inch (9. . m Line spacing. Spacing between the baselines of separate lines of raised characters the use of electrical fixtures and/or devices shall be identified by the Cleaner Air Symbol ILCLR Seattle, washington 98101 within a message shall in 135 percent minimum and 170 percent maximum of the raised complying with Figure 118-70 .7.2"F, This symbol is to be used strictly for publicly funded facilities g p p or any facilities leased or rented by State of California. not concessionaires. The symbol, which 1-1 4" TO ? 2" ;O D I 206.466.5239 character height. p shall include the text "Cleaner Air" as shown, shall be displayed either as a negative or positive 11B-703.2.9 Format. Text shall be in a horizontal format. image within a square that is a minimum of 6 inches (152 mm) on each side. The symbol may be 206.713.4076 m 11B-703.3 Braille. Braille shall be contracted (Grade 2) and shall comply with Sections 11B-703.3 and shown in black and white or in color. When color is used, it shall be Federal Blue (Color No. TOILET SEAT 15090 Federal Standard 5958 on white, or white on Federal Blue. There shall be at least a 70- ❑ DISPENSER WHERE ksmlth@SmIthCO.Org 11B-703.4. p B HANDRAILS 116-703.3.1 Dimensions and capitalization. Braille dots shall have a domed or rounded shape percent color contrast between the background of the sign from the surface that it is mounted on. � 1- 12"0 DIAMETER GRAB BAR OCCURS) ( D and shall comply with Table 11B-703.3.1. The indication of an uppercase letter or letters shall only 118-703.7.2.E Toilet and bathing facilities geometric symbols. Doorways leading to toilet W/ PEENED FINISH & 250 LBS. http://www.smithco.org/ rooms and bathing rooms shall be identified by a geometric symbol complying with Section 11B- WOMEN CAPACITY be used before the first word of sentences, proper nouns and names, individual letters of theZ SCALE acronyms. , initials. and alphabet, 703 7,26. The symbol shall be mounted at 58 inches (1473mrn) minimum and 60 inches (1524 P y STAIR AND HANDRAIL DETAILS 116-703.3.2 Position. Braille shall be positioned below the corresponding text in a horizontal mm) maximum above the finish floor or ground surface measured from the centerline of the O N.T.S. 36" MAXIMUM Architect Registration format, flush left or centered. If text is multi -lined. Braille shall be placed below the entire text. symbol. Where a door is provided the symbol shall be mounted within 1 inch (25 mm) of the C D Braille shall be separated 3/8 inch (9.5 mm) minimum and 112 inch (12.7 mm) maximum from any vertical centerline of the door. 24„ other tactile characters and 3/8 inch (9.5 mm) minimum from raised borders and decorative Exception: Geometric symbols shall not be required at inmate toilet rooms and bathing elements. rooms in detention and correctional facilities where only one gender is housed. tg• MIN 11"T0IV Exception: Braille provided on elevator car controls shall be separated 3/16 inch (4.8 mm) ZE 6294 11B-703.7.2.6.1 Men's toilet and bathing facilities. Men's toilet and bathing facilities shall be �5.. I a minimum and shall be located either directly below the corresponding raised characters or Nny identified by an equilateral triangle. 1/4 inch (6.4 mm) thick with edges 12 inches (305 mm) Jong - >< REGISTERED symbols. t8• � z X and a vertex pointing upward. The triangle symbol shall contrast with the door, either light on a • I TO 9• < ARCHITECT dark background or dark on a light background. z E 11B-703.4 Installation height and location. Signs with tactile characters shall comply with Section / o I M n Exception: Within secure perimeter of detention and correctional facilities. geometric symbols v 11B-703.4. I z ? n shall not be required to be 114 inch (6.4 mm) thick. 5' 116-703.4.1 Height above finish floor or ground. Tactile characters on signs shall be located 48 I M� KEITH L. SMITH 11B-703.7.2.6.2 Women's toilet and bathing facilities. Women's toilet and bathing facilities inches (1219 mm) minimum above the finish floor or ground surface, measured from the baseline shall be identified o a circle. 1/4 inch bat ing thick and 12 inches (305 mm) in diameter. The %1[ N I `'; 17" - 19" TOP OF TOILET of the lowest Braille cells and 60 inches (1524 mm) maximum above the finish floor or ground I STATE OF WASHINGTON circle symbol shall contrast with the door, either light on a dark background or dark on a light I SEAT i\ surface. measured from the baseline of the highest line of raised characters. I E F M`` Exception: Tactile characters for elevator car controls shall not be required to comply with background.\ 8' MIN KNEE CLEARANCE 6' MAx - TOE CLEARANCE Exception: Within secure perimeter of detention and correctional facilities. geometric symbols 5'M, I t 17- MIN DEPTH Section 118 703.4.1. a ROLL PAPER HOLDER WITHOUT steall not be required to be 1/4 inch (6.4 mm) thick. 11B-703.4.2 Location. Where a tactile sign is provided at a door, the sign shall be located 11B-703.7.2.6.3 Unisex toilet and bathing facilities. Unisex toilet and bathing facilities shall be 'EQUIPMENT PERMITTED IN SHADED AREA � t8• STOPS. WITHIN 7"-9" AS SHOWN MIN I ry LL alongside the door at the latch side. Where a tactile sign is provided at double doors with one identified by a circle, 114 inch (6.4 mm) thick and 12 inches (305 mm) in diameter with a % inch active leaf, the sign shall be located on the inactive leaf. Where a tactile sign is provided at double (6.4 mm) thick triangle with a vertex pointing upward superimposed on the circle and within the 6 TO 9 I SPOUT HEIGHT AND KNEE CLEARANCE doors with two active leafs, the sign shall be located to the right of the right hand door. Where 12-inch 305 mm diameter. The triangle symbol shall contrast with the circle symbol, either light ° a 5' MAX? AT DRINKING FOUNTAINS 9 9 9 ( ) 9 Y Y 9 CLR � shalthere be located on the nearest adjacent is no wall space at the latch side wall. wa IIngle Signs or or at the containing tactile ght che of aracters arracdters shallle ors, signs on a bebe located door.dark e either light round or dark on a on a dark background background. The circle dark on a light backgroundol shall contrast with the E ` , I MIN IFNS 24' Consultant so that a clear floors ace of 18 inches 457 mm minimum b 18 inches 457 mm minimum, Exce lion: Within secure erimeter of detention and correctional facilities, eometric s mbols ALL GENDER x EP1N I 48' MIN P ( ) Y ( ) p p 9 y RESTROOM centered on the tactile characters, is provided beyond the arc of any door swing between the shall not be required to be 1/4 inch (6.4 mm) thick. """"_ closed position and 45 degree open position. Where permanent identification signage is provided 11B-703.7.2.6.4 Edges and corners. Edges of signs shall be rounded, chamfered or eased. 6' 61 (a) ALCOVE INSTALLATION _ _ _ _ _ _ for rooms and spaces they shall be located on the approach side of the door as one enters the Corners of signs shall have a minimum radius of 1/8 inch (3.2 mm). ti r RES U B room or space. Signs that identify exits shall be located on the approach side of the door as one 118-703.7.2.7 Pedestrian traffic -control buttons. Pole -supported pedestrian traffic -control exits the room or space. buttons shall be identified with color coding consisting of a textured horizontal yellow band 2 @ O t8• MIN I a I > inches (51 mm) in width encircling the pole. and a 1-inch-wide (25 mm) dark border band above tc I t6• M irmi 1 4/16/2021 11B-703.5.5 Character height. Minimum character height shall comply with Table 118-703.6.6. and below this yellow band. Color coding shall be placed immediately above the control button. CLR TO • M I I w Viewing distance shall be measured as the horizontal distance between the character and an Control buttons shall be located no higher than 48 inches (1219 mm) above the ground surface 3Z. MINIW�L 6• L J w obstruction preventing further approach towards the sign. Character height shall be based on the adjacent to the pole. IFw ,pb MA)( Q CITY OF EDMONDS P 9 PP 9 9 / P MIN1H IS Cr 48" MIN. uppercase letter "I". 36pEP 18•MIN0 Cr (, DEVELOPMENT Exception: Where provided, floor plans providing emergency procedures information in HI FouNTAIN X �+ SERVICES DEPARTMENT ,� a z z � 131/2' MIN. accordance with Title 19 shall not be required to comply with Section 11B-703.5.5. (b) NONALCOVE WING WALL INSTALLATION 'LOW FOUNTAIN Q CLEAR FLOOR SPACE O `v 10-703.5.6 Height from finish floor or ground. Visual characters shall be 40 inches (1016 mm) _ I I minimum above to finish floor Or ground. AREA OF AT DRINKING FOUNTAIN ALCOVES r - - - - - - -1 s N N m I Z Exceptions: 1. Visual characters indicating elevator car controls shall not be required to REFUGE I I g 12 Consultant Registration P 9 q 2 NOTES Z I I_ 8" MIN comply with Section 11B-703.5.6. 45" f- 1 18 min I I - �- - HOT WATER. COLD WATER AN AT ALCOVES DEEPER THAN 24' 2. Floor level exit signs complying with Chapter 10. Section 1011.7 shall not be required to I i �r ADDITIONAL 6"MANEUVERING I I DRAINAGE PIPING SHALL BE 11" MIN -- ----� comply with Section 11B-703.5.6. `--T J I CLEARANCE IS REQUIRED I I INSULATED. CBC 116-606.5 19" MIN. 3. Where provided, floor plans providing emergency procedures information in accordance � centered on co a $ - I SEE CBC II18B4, ITEM L _ _ _ _ _ _ _ - _ - SIDE REQUIRED with Title 19 shall not be required to comply with Section 11B-703.5.6. tactile characters a I CLEAR SPACE 11B-703.5.7 Stroke thickness. Stroke thickness of the uppercase letter "I" shall be 10 percent CLR AT "HI -LOW FOUNTAINS 48' MIN N p- MIL CENTER THE 30" BY 48' CLEAR minimum and 20 percent maximum of the height of the character. 1f 8 min 32' r1GW. W TYPE SPACE ON THE 'LOW V 451, 11B-703.5.8 Character spacing. Character spacing shall be measured between the two closest FIGURE 118-703,4.2 FIGURE 11&703.4.1 htlN;�j$>Z4 FOUNTAIN FIXTURE CLEAR FLOOR SPACE fl pEPTM ELEVATIONS C❑ URINAL points of adjacent characters, excluding word spaces. Spacing between individual characters shall AT'HI-LOW DRINKING FOUNTAIN ALCOVES be 10 percent minimum and 35 percent maximum of character height. LOCATION OF TACTILE SIGNS AT DOORS HEIGHT OF TACTILE CHARACTERS ABOVE FINISH FLOOR OR GROUND (c) NONALCOVE SOLID WING WALL INSTALLATION 116-703.5.9 Line spacing. Spacing between the baselines of separate lines of characters within a message shall be 135 percent minimum and 170 percent maximum of the character height. 11B-703.5.10 Format. Text shall be in a horizontal formal. SIGNS / PICTOGRAMS SCALE 10 DRINKING FOUNTAIN SCALE SCALE $ PRIVACY/UNISEX TOILET ROOM 7 N.T.S. N.T.S. N.T.S. DOOR TYPE: NOTE: 20.,MAX. F WHERE ADJACENT OBSTRUCTION 1 MINIMUM 10" HIGH SMOOTH SURFACE AT DOOR BOTTOM, EITHERATTACHED ALL RAMPS MUST MEET HANDRAIL AND CURB REQUIREMENTS. - --, 54" PREFERRED OR WALL OCCURS PANEL OR BOTTOM RAIL. WHEN DOOR SWINGS ONTO LANDING I 48" MINIMUM 42" MIN. PLUS DOOR WIDTH VARIES (30' MAX.) -� 60" MIN. HARDWARE: b OPENABLE FROM INSIDE WITHOUT USE OF KEY OR SPECIAL KNOWLEDGE OR 60"MIN. g REQUIRED CLEAR 12" MINIMUM IF D00 HAS BOTH A 2' EFFORT. 60" M: IN. z SPACE CLOSER AND A LATC VARIES (30' MAX.) �v , C-s" II x>z°" 36" MINIMUM 3 OPENABLE BY SINGLE EFFORT LEVERrTYPE DEVICE (NOT REQUIRING 72"MIN. x >20 � a1 MIN GRASPING). �e• wt. 4. MOUNTED 36" TO 42". zo• < r < zs• ISE (TYP.} 5 MAXIMUM 5 LBS. EFFORT TO OPERATE ------- EXTERIOR AND INTERIOR DOORS. HANDRAIL AT RAMPS NOTES: re• MIN. ZE 1. WHERE TURNSTILES ARE UTILIZED PROVIDE AN ACCESSIBLE DOOR OR GATE 4V i b aO AS REQUIRED Issues and Revisions z � HORIZONTAL RAILING REQUIREDWHERE INTERMEDIATE RAILS ADJACENT TO EACH TURNSTILE. WITHAMAXIMUMOF4"CLEARSPACEBETWEENINTERMED. GUARD AIL AN 1 24" MIN, EXTERIOR CURB RAILS ARE NOT REQUIRED. TYPICM. No. Date Issues 10 2. MAINTAIN GATES UNLOCKED DURING BUSINESS HOURS. - 18" MIN. INTERIOR ❑A STRAIGHT RAMP RUN I 11 �H �O PERMIT ' x >r17 zo^<r<zs• REQUIRED CLEAR � WHEN DOOR SWINGS ONTO 3. GATE SHALL NOT ACTIVATE PUBLICLY AUDIBLE ALARM. ---- - x >r - LANDING 42' MIN. PLUS DOOR SPACE 6" HIGH WARNING CURBS WHEN A 4" (OR MORE) DROP s J4i" 6" TO 42" LEVER OR U 60" h11N WIDTH OCCURS K 4r �` DOOR WIDTH PLUS l 4. MINIMUM CLEARANCE OF 32" BETWEEN POSTS. RAILS OR OTHER PEDESTRIAN I SHAPED HANDLE � VARIES (30' MAX.) 4" MINIMUM TO 30' h1AXIMUh1 CONTROLS. 24" MIN. EXTERIOR ❑A UNOBSTRUCTED FORWARD REACH FORWARD REACH OVER OBSTRUCTION 10" MIN. BOTTOM 60" MIN. o 18" MIN. INTERIOR 72"MIN. SCALE RAIL OR PROVIDE TURNSTILE 6 _ _ __ 3W ❑A PLAN ❑B CORRIDOR PLAN KICK PLATE \ 48" i;ilN ADJACENT HAZARD N.T.S. 1 ❑D RAMP SECTION COMPRESSED CARPET 14" MAX. BELOW THRESHOLD RUBBER BUMPER ON FIN. FLOOR LEVEL 1024"MIN. EXTERIOR 8 18" MINIMUM INTERIOR CHAIR �77. THRESHOLD DETAIL E L 112" MAX 30 a BEYOND STRIKE EDGE OF A GATE OR DOOR ON THE AS REQUIRED PILE HEIGHT SIDE TOWARD WHICH IT SWINGS. C UNOBSTRUCTED SIDE REACH SCALE 30" MAX. RISE (TYP.) 48" MIN. CLR. 48" MIN. CLR. ❑A TRANSITION BETWEEN FLOOR F48"MINIMUM DOORS INISHES N.T.S. 36" MIN. CLR. 36" MIN. CLR. RAMP WITH INTERMEDIATE SWITCH -BACK PLATFORM `i0'mm. 3(r 18"MIN. o POLE o r_-__-___I _ 32" 2 INTERIO CLR Q 1 � 24" MIN. CURB L J I = EXTERI--------------� PI 1 /2" MAX s4 - t a M OF BLD 9 I E >�d WHEN DOOR SWINGS ONTO LANDING ❑B THRESHOLD 1/4" MAX. v I � 2 rn 160" MIN. 42" MIN. PLUS DOOR WIDTH EWALK DE';'JACK O ii i� �- VARIES (30' MAX.) -� (TYP.) t 30• I DOOR WIDTH PLUS 42" z 1;4" MAX. 6 man 17-25 60" MIN. ❑E DETAIL �D SIDE REACH OVER OBSTRUCTION 1V N= (a) 152 �a� (bi VARIES (30' MAX.) - 0" M1N. Project Name F_ elevation plan 72" MIN. LEVEL CHANGES FIGURE TOE CLEARProject Number 02016063.01 C❑ min Description ADA NOTES/DETAILS 30• a��-'� a RAMP LANDING AT ❑D VESTIBULE PLAN Computer File G-1.8.DWG NOTES: r--------) DOORWAY PLAN '^�^ 8I 203 i0J I •- r - - - - - - - , INTERMEDIATE PLATFORM 1,2" MAXIMUM TOTAL HEIGHT WITH 1/4" MAXIMUM VERTICAL CHANGE AT �� I 60" MIN �v Scale AS NOTED 1. EDGE. I Y Iw t 9 min 0u ---- --� v i t e^_ LANDING 72" MIN. NOTES: 1 2 SLOPED BEVEL REQUIRED IF LEVEL CHANGE IS OVER 114" VERITCAL-------- t CLEAR SPACES MUST BE LEVELTO PREVENT WHEELCHAIRS FROM ROLLING 25 max 30' MAX RISE (TYP.) 271, u• 30 1 WHEN THE OCCUPANT RELEASES THE WHEEL GRIPS TO REACH FOR THE 11 min eb 11 min LEVEL CHANGE. - �'9 (al tbl �m icl INTERMEDIATE TURNING Template DOOR 1/4" PER FOOT IS ALLOWED FOR DRAINAGE. elevation plan elevation @ lavatory POSITION AS REQUIRED All ideas, designs, arrangements, and plans aLM RDW YAK FOR ►hillifILIEL AlROMUM "AMA10twx KNX 0YE'aw"Ri CR°N indicated or represented by this drawing are owned - FIGURE l /e306.3 0 by and the property of smith co. Ilc and were created, 3. 1/4" MAXIMUM VERTICAL LEVEL CHANGE. ❑ KNEE CLEARANCE E SIDE REACH OVER OBSTRUCTION > 10" AND 24" ❑C RAMP WITH TURNING PLATFORM evolved, and developed for use on and in MAX connection with the specified project. None of such ideas, designs, arrangements or plans shall be used THRESHOLDS/LEVEL SCALE SCALE SCALE SCALE SCALE by or disclosed to any person, firm, or corporation 5 REACH REQUIREMENTS 4 DOOR CLEARSPACE 3 TOE / KNEE CLEARANCE 2g RAMP DETAILS & NOTES 1 for any purpose whatsoever without the written CHANGES N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. permission of smith co. Ilc. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 G� 108 C M 3 4 C;TION 00 72 0 RAL CONDITION 1 . General Conditions: AIA A20 1. General Conditions of the Contract for Construction. 2. General Conditions: AIA A271. General Conditions of the Contract for Furniture, Furnishings and Equipment. T General Conditions Forms: General Conditions are available from the American Institute of Architects, Washington, D C., 202-626-7300. END OF SECTION SECTION 01 10 0 SUMMARY PART 1 GENERAL 1.1 SUMMARY A. Project Identification: See drawings B. Project Summary: See drawings. C. Permits and Fees: Apply for, obtain. and pay for permits. fees, and utility company backcharges required to perform the work. Submit copies to Architect. D. Codes: Comply with applicable codes and regulations of authorities having jurisdiction Submit copies of inspection reports, notices and similar communications to Architect. Dimensions. Verify dimensions indicated on drawings with field dimensions before fabrication or ordering of E. materials. Do not scale drawings. F. Existing Conditions: Notify Architect of existing conditions differing from those indicated on the drawings Do not remove or alter structural components without prior written approval. G. Coordination: 1 . Coordinate the work of all trades. 2. Prepare coordination drawings for areas above ceilings where close tolerances are required between building elements and mechanical and electrical work. 3. Verify location of utilities and existing conditions. H. Installation Requirements, General: 1. Inspect substrates and report unsatisfactory conditions in writing. 2. Do not proceed until unsatisfactory conditions have been corrected. 3. Take field measurements prior to fabrication where practical Form to required shapes and sizes with true edges. lines and angles Provide inserts and templates as needed for work of other trades. 4. Install materials in exact accordance with manufacturer's instructions and approved submittals, 5� Install materials in proper relation with adjacent construction and with proper appearance. 6. Restore units damaged during installation. Replace units which cannot be restored at no additional expense to the Owner 7. Refer to additional installation requirements and tolerances specified under individual specification sections I. Limit of Use: Limit use of work as indicated. Keep driveways and entrances clear. J. Existing Construction: Maintain existing building in a weathertight condition. Repair damage caused by construction operations. Protect building and its occupants. K. Definitions 1 Provide: Furnish and install, complete with all necessary accessories. ready for intended use. Pay for all related costs 2. Approved: Acceptance of item submitted for approval. Not a limitation or release for compliance with the Contract Documents or regulatory requirements. Refer to limitations of'Approved' in General and Supplementary Conditions. 3. Match Existing* Match existing as acceptable to the Owner L. Intent: Drawings and specifications are intended to provide the basis for proper completion of the work suitable for the intended use of the Owner Anything not expressly set forth but which is reasonable implied or necessary for proper performance of the project shall be included. M, Writing Style� Specifications are written in the imperative mode. Except where specifically intended otherwise, the subject of all imperative statements is the Contractor. For example. 'Provide tile' means 'Contractor shall provide tile., PART 2 PRODUCTS - Not Applicable To This Section PART 3 EXECUTION - Not Applicable To This Section END OF SECTION SECTION 01 30 00 PART I GENERAL 1.1 SUMMARY A. Administration of Contract Provide administrative requirements for the proper coordination and completion of work including the following� 1 . Supervisory personnel. 2. Preconstruction conference. 3. Project meetings, minimum of two per month. prepare and distribute minutes. B. Reports: Submit daily and special reports. C. Work Schedule: Submit progress schedule, updated monthly. D. Submittal Schedule: Prepare submittal schedule coordinate with progress schedule. E. Schedu e of Values: Submit schedule of values. F. Schete of Tests: Submit schedule of required tests including payment and responsibility. G. Perform Surveys: Lay out the work and verifying locations during construction. Perform final site survey. H. Emergency Contacts. Submit and post a list of emergency telephone numbers and address for individuals to be contacted in case of emergency 1. Record Documents: Submit record drawings and specifications. to be maintained and annotated by Contractor as work progresses. 1.2 SUBMITTALS A. Types of Submittals: Provide types of submittals listed in individual sections and number of copies required below 1 . Shop drawings. reviewed and annotated by the Contractor - 4 copies. 2. Product data - 4 copies. 3. Samples - 2, plus extra samples as required to indicate range of color, finish, and texture to be expected. 4. Inspection and test reports - 4 copies. 5. Warranties - 4 copies. 6. Survey data - 4 copies. 7. Closeout submittals - 4 copies. 8. Project photographs - 12 digital images each month submitted on Co. Submit cumulative CD at each subsequent submittal. Label each image with date. B. Submittal Procedures: Comply with project format for submittals Comply with submittal procedures established by Architect including Architect's submittal and shop drawing stamp. Provide required resubmittals if original submittals are not approved Provide distribution of approved copies including modifications after submittals have been approved. C. Samples and Shop Drawings: Samples and shop drawings shall be prepared specifically for this project. Shop drawings shall include dimensions and details, including adjacent construction and related work. Note special coordination required. Note any deviations from requirements of the Contract Documents. D. Warranties: Provide warranties as specified: warranties shall not limit length of time for remedy of damages Owner may have by legal statute Contractor, supplier or installer responsible for performance of warranty shall sign warranties. PART 2 PRODUCTS - Not Applicable To This Section PART 3 EXECUTION - Not Applicable To This Section END OF SECTION SECTION 01 40 0 PART 1 GENERAL QUALITY REQUIREMENTS 1.1 SUMMARY A. Quality Monitoring Monitor quality control over suppliers. manufacturers, products, services, site conditions, and workmanship, to produce Work of specified quality. Perform quality control procedures and inspections during installation. B. Standards: Comply with specified standards as minimum quality for the Work except where more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship C. Tolerances: Monitor fabrication and installation tolerance control of products to produce acceptable Work. Do not permit tolerances to accumulate. Comply with manufacturers' tolerances. D. Reference Standards: For products or workmanship specified by association, trade, or other consensus standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes. E Manufacturer's Field Services When specified in individual specification sections. require material or product suppliers or manufacturers to provide qualified staff personnel to perform the following as applicable, and to initiate instructions when necessary. 1. Observe site conditions. 2. Conditions of surfaces and installation 3. Quality of workmanship. 4. Start-up of equipment 5. Test, adjust and balance of equipment. F. Mock -Ups: Assemble and erect specified items with specified attachment and anchorage devices. flashings, seals, and finishes. Accepted mock-ups shall be a comparison standard for the remaining Work. G Removal ofMock-Ups Where mock-up has been accepted by Architect and no longer needed. remove mock-up and clear area when directed to do so. PART 2 PRODUCTS - Not Applicable To This Section PART 3 EXECUTION - Not Applicable To This Section END OF SECTION SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS PART 1 GENERAL 1.1 SUMMARY A, Temporary Services: Provide temporary services and utilities, including payment of utility costs including the following. 1 , Water (potable and nor -potable) 2. Lighting and power. 3. Metering. 4. Telephone. 5� Toilet facilities. 6. Materials storage. B. Construction Facilities: Provide construction facilities, including payment of utility costs including the following. 1 . Construction equipment. 2. Dewatering and pumping, 3. Enclosures. 4. Heating. 5. Lighting. 6. Elevator. 7. Access. 8. Roads. C. Security and Protection: Provide security and protection requirements including the following I . Fire extinguishers, 2. Site enclosure fence, barricades. warning signs, and lights. 3. Building enclosure and lock -up. 4. Environmental protection 5. Pest control during and at the end of construction. 6. Snow and ice removal if applicable D. Personnel Support: Provide personnel support facilities including the following. 1 . Architect's field office with telephone, fax and data connection. 2. Contractor's field office, 3. Sanitary facilities. 4, Drinking water. 5� Project identification sign. & Cleaning. PART 2 PRODUCTS - Not Applicable To This Section PART 3 EXECUTION - Not Applicable To This Section END OF SECTION SECTION 01 60 0 PRODUCT REQUIREMENT PART 1 GENERAL 1.1 SUMMARY A. Manufactures: Provide products from one manufacturer for each type or kind as applicable. Provide secondary materials as acceptable to manufacturers of primary materials. B Product Selection: Provide products selected or equal approved by Architect Products submitted for substitution shall be submitted with complete documentation, and include construction costs of substitution including related work. C Substitutions: Request for substitution must be in writing Conditions for substitution include: 1 An 'or equal' phrase in the specifications. 2� Specified material cannot be coordinated with other work. 3, Specified material is not acceptable to authorities having jurisdiction. 4� Substantial advantage is offered to the Owner in terms of cost, time, or other valuable consideration. D. Substitution Requests: Substitutions shall be submitted prior to award of contract, unless otherwise acceptable. Approval of shop drawings, product data. or samples containing substitutions is not an approval of a substitution unless an item is clearly presented as a substitution at the time of submittal. PART 2 PRODUCTS - Not Applicable To This Section PART 3 EXECUTION - Not Applicable To This Section END OF SECTION SECTION 01 70 0 EXECUTION AND CLOSEOUT REQUIREMENTS PART 1 GENERAL 11 SUMMARY A. Substantial Completion: The following are prerequisites to substantial completion Provide the following. I Punch list prepared by Contractor and subcontractors as applicable 2. Supporting documentation. 3, Warranties. 4. Certifications. 5. Occupancy permit 6. Start-up and testing of building systems. 7. Change over of locks. 8. Meter readings. 9, Commissioning documentation B. Final Acceptance: Provide the following prerequisites to final acceptance. 1 . Final payment request with supporting affidavits. 2. Completed punch list. C, As -Built Drawings: Provide a marked -up set of drawings including changes, which occurred during construction. D. Project Closeout: Provide the following during project closeout. I , Submission of record documents. 2. Submission of maintenance manuals. 3 Training and turnover to Owner's personnel. 4. Final cleaning and touch-up. 5, Removal of temporary facilities PART 2 PRODUCTS - Not Applicable To This Section PART 3 EXECUTION 3.1 CUTTING AND PATCHING A. Cutting and Patching: Provide cutting and patching work to properly complete the work of the project, complying with project requirements for: I , Structural work. 2. Mechanical/electrical systems. 3, Visual requirements, including detailing and tolerances 4. Operational and safety limitations. 5� Fire resistance ratings 6. Inspection. preparation, and performance. 7. Cleaning B. Means and Methods: Do not cut and patch in a manner that would result in a failure of the work to perform as intended, decrease energy performance, increase maintenance, decrease operational life, or decrease safety performance. C. Inspection: Inspect conditions prior to work to identify scope and type of work required. Protect adjacent work Notify Owner of work requiring interruption to building services or Owner's operations. D. Performance of Operations Perform work with workmen skilled in the trades involved. Prepare sample area of each type of work for approval. E. Cutting: Use cutting tools. not chopping tools Make neat holes Minimize damage to adjacent work. Inspect for concealed utilities and structure before cutting. F. Patching: Make patches, seams, and joints durable and inconspicuous Comply with tolerances for new work. G. Cleaning: Clean work area and areas affected by cutting and patching operations. END OF SECTION 2 3 4 5 6 SECTION 02 41 19 SELECTIVE DEMOLITION PART 1 GENERAL 1.1 SUMMARY A. Provide demolition activities 1.2 SUBMITTALS A. Schedule Submit for approval selective demolition schedule, including schedule and methods for capping utilities to be abandoned and maintaining existing utility service. 13 QUALITY ASSURANCE A, Codes and Regulations: Comply with governing codes and regulations. Use experienced workers. 1.4 PROJECT CONDITIONS A. Occupancy: Immediate areas of work will not be occupied during selective demolition. The public, including children, may occupy adjacent areas. B Existing Conditions: No responsibility for buildings and structures to be demolished will be assumed by the Owner PART 2 PRODUCTS 2.1 DEMOLITION APPLICATIONS A, Selective Site Demolition: 1 . Application: Demolition of designated site improvements including paving, curbing, site walls. and utility structures. 2. Application: Demolition of below -grade foundations and site improvements to depth to avoid conflict with new construction or site work. 3. Application: Removal of hollow items or items which could collapse. 4. Application: Salvage of designated items. 5. Application: Protection of site work and adjacent structures. 6. Application: Disconnection, capping, and removal of utilities. 7. Application: Pollution control during building demolition, including noise control. 8. Application: Removal and legal disposal of materials 9. Protection: Designated site improvements and adjacent construction. 10. Salvage: Designated items. it. Utilities: Interruption. capping or removal as applicable. 8, Selective Building Demolition: 1 . Application: Selective demolition of interior partitions, systems, and building components designated to be removed. 2. Application: Selective demolition of exterior facade, structures. and components designated to be removed. 3. Application: Protection of portions of building adjacent to or affected by selective demolition. 4. Application: Removal of abandoned utilities and wiring systems. 5. Application: Notification to Owner of schedule of shut-off of utilities which serve occupied spaces. 6. Application Pollution control during selective demolition. including noise control. 7. Application: Removal and legal disposal of materials 8. Protection: Designated site improvements and adjacent construction. 9� Salvage: Designated items. 10 Utilities Interruption, capping or removal as applicable. PART 3 EXECUTION 3.1 SELECTIVE DEMOLITION A, Demolition Operations: Do not damage building elements and improvements indicated to remain Items of salvage value, not included on schedule of salvage items to be returned to Owner, shall be removed from structure. Storage or sale of items at project site is prohibited. B. Utilities: Locate. identify, disconnect, and seal or cap off utilities in buildings to be demolished C� Shoring and Bracing: Provide and maintain interior and exterior shoring and bracing. l Occupied Spaces: Do not close or obstruct streets. walks, drives or other occupied or used spaces or facilities without the written permission of the Owner and the authorities having jurisdiction. Do not interrupt utilities serving occupied or used facilities without the written permission of the Owner and authorities having jurisdiction. If necessary, provide temporary utilities. E, Operations: Cease operations if public safety or remaining structures are endangered. Perform temporary corrective measures until operations ran be continued property. F. Security: Provide adequate protection against accidental trespassing. Secure project after work hours. G, Restoration: Restore finishes of patched areas END OF SECTION SECTION 03 30 00 CAST -IN -PLACE -CONCRETE PART 1 GENERAL 1.1 SUMMARY A. Provide cast -in -place concrete, reinforcing and accessories. 1.2 SUBMITTALS A. Product Data. Submit manufacturer's product data and installation instructions for each material and product used. B, Shop Drawings Submit shop drawings indicating material characteristics, details of construction, connections, and relationship with adjacent construction. 1 Shop drawings shall be prepared and stamped by a qualified engineer licensed in the jurisdiction of the project. C Mix Design* Submit for approval mix design proposed for use. 1 3 QUALITY ASSURANCE A Comply with governing codes and regulations. Provide products of acceptable manufacturers, which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. B. Testing: Employ an independent testing agency acceptable to Owner to design concrete mixes and to perform material evaluation tests. Provide 7 and 28 day cylinder tests. Comply with ASTM C 143, C 173, C 31 and C 39� C. Standards: 1 . Act 301, Specifications for structural Concrete for Buildings 2. Act 318, Building Code Requirements for Reinforced Concrete, and CRSI Manual of Standard Practice. D� Mock -Ups: Provide mock-up as required to demonstrate quality of workmanship E. Floor Flatness and Levelness Tolerances: 1 . Subfloors Under Materials Such as Concrete Toppings, Ceramic Tile. and Sand Bed Terrazzo: Act 302. 1 R and ASTM E 1155. floor flatness (Ff) of 15, floor levelness (Ft) of 13. 2. Subfloors Under Materials Such As Vinyl Tile, Epoxy Toppings. Paint, and Carpet. Act 302.1 R and ASTM E 1155. floor flatness (Ff) of 20, floor levelness (Ft) of 17. PART 2 PRODUCTS 2.1 MATERIALS A Cast -In -Place Concrete: 1 . Application: Columns and beams. 2. Application: Foundations and footings. 3. Application: Concrete on metal deck. 4. Application: Exterior site concrete and pads. 5. Finish for Vertical Surfaces Exposed To View: Smooth rubbed finish. 6. Mechanically Applied Finish for Vertical Surfaces Exposed to View Bush hammer finish. 7. Finish for Vertical Surfaces Not Exposed To View: As -cast form finish. 8. Finish for Horizontal Surfaces To Receive Concrete or Mortar Setting Bed Scratch finish. 9. Finish for Surfaces to be Exposed to View or Covered with Resilient Flooring, Carpet Tile or Other Thin Finish System Trowel finish. 10. Finish for Surfaces to Receive Thin -set Ceramic or Quarry Tile: Trowel and fine broom finish. it. Finish for Exterior Concrete Platforms. Steps, Ramps and Sloped Walls: Non -slip broom finish. 12. Cast -In -Place Concrete Reinforcing and Accessories: a. Concrete Design Mixes ASTM C 94, 28 day compressive strength suitable for project requirements and site conditions b. Formwork: Plywood or metal panel formwork sufficient for structural and visual requirements. c� Reinforcing Bars: ASTM A 767. Class 11, galvanized. d. Steel Wire ASTM A 82. e. Steel Wire Fabric ASTM A 497, welded, deformed f. Concrete Materials ASTM C 150. Type 1, Portland cement, potable water. 9. Concrete Admixtures: Containing less than 0. 1 percent chloride ions. h. Reglets: Galvanized sheet steel reglets. minimum 26 gauge (.018 inch). I. Waterslops: Rubber, PVC or self expanding butyl/bentonde waterstops. J. Vapor Retarder ASTM D 4397 polyethylene sheet, 10 mils. k. Liquid Membrane -Forming Curing Compound: ASTM C 309, Type 1, Class A. 1. Underlayment Compound. Free -flowing, self -leveling cement -based compound. m Bonding Compound: Polyvinyl acetate or acrylic base. n EpoxyAdhesive ASTMC881,two-componentmaterial. PART 3 EXECUTION 3.1 INSTALLATION A. Comply with ASTM C 94. Do not change mix design without approval. Calcium chloride admixtures are not permitted. B. Chamfer exposed edges/corners to provide straight lines. C. Tolerance: Plus 1/8" in 10" for grade, alignment, and straightness. D. Construction Joints: Use keyways, continue reinforcement through joint. E. Expansion Joints: For exterior work locate 30' o.c. at approved locations. Provide smooth dowels across joint which permit 1" horizontal movement and no vertical shear movement. F. Isolation Joints Provide between slabs and vertical elements such as columns and structural walls. G. Control Joints: Provide sawn or tooled joints or removeable insert strips, depth equal to 1/4 slab thickness. Spacing as required and approved H. Wall Finishes As -cast and patched for concealed work. rubbed smooth, filled and cement paste coated for exposed work. 1. Slab Finishes: Obtain sample approval before beginning work. 1 . Scratch: For surfaces to receive mortar setting beds or cementitious flooring materials. 2� Trowel: Hard. smooth, uniform surface for areas to receive resilient flooring, carpet, or other thin finish material. 3 Broom After trowel finishing, roughen surface by fine brooming perpendicular to traffic direction for exposed exterior walks. steps and ramps. 4. Non -Slip Aggregate. After trowel finishing, uniformly trowel 25-lbs./100 s. f. of damp non -slip aggregate into surface Cure, then rub lightly to expose aggregate. Use for interior exposed concrete stairs and ramps 5. Exposed Aggregate: Use chemical retarder or tamp aggregate into wet concrete and expose by brushing with water. Use where indicated. 6, Hardener Finish: For exposed interior concrete floors Follow manufacturer's directions. J. Cure and protect work. Report defective work in writing. END OF SECTION SECTION 05 50 00 METAL FABRICATION PART 1 GENERAL 1.1 SUMMARY A. Provide metal fabrications 1.2 SUBMITTALS A. Product Data Submit manufacturer's product data and installation instructions for each material and product used. B. Shop Drawings: Submit shop drawings indicating material characteristics, details of construction, connections, and relationship with adjacent construction. 1 . Shop drawings shall be prepared and stamped by a qualified engineer licensed in the jurisdiction of the project. C� Samples. Submit two representative samples of each material specified indicating visual characteristics and finish. Include range samples if variation of finish is anticipated. 1 3 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers, which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. PART 2 PRODUCTS 2 1 MATERIALS A, Metal Fabrication Applications 1, Application: Rough hardware. 2. Application: Rooftop ladders. 3. Application: Miscellaneous framing and supports for overhead doors and grilles. 4. Application: Miscellaneous framing and supports for suspended toilet partitions. 5. Application: Steel framing and supports for counterlops. 6. Application: Miscellaneous steel trim. 7. Application: Steel angle corner guards. 8. Application: Edgings. 9. Application: Structural steel door frames 10. Application: Pipe guards. it. Application: Pipe bollards. 12. Application: Security bars. 13. Application: Remodeling of existing metal fabrications. B, Fasteners: 1 . Bolts and Nuts: Hexagon head type, ASTM A 307, Grade A. 2. Lag Bolts. Square head, FS FF-B-561. 3. Machine Screws. Cadmium plated steel, FS FF-S-92. 4. Wood Screws: Flat head carbon steel, FS FF-S-111. 5. Plain Washers Round carbon steel, FS FF-W-92. 6. Drilled -In Expansion Anchors. FS FF-S-325. 7. Toggle Bolts. Tumble -wing type. FS FF-B-588. 8. Lock Washers: Spring type carbon steel, FS FF-W-84. 9. Zinc -Coating: Fasteners in exterior assemblies or exterior walls. C. Auxiliary Materials: 1. Nonshrink Metallic Grout: ASTM C 1107, 2. Nonshrink Nonmetallic Grout: ASTM C 1107. 3. Interior Anchoring Cement: Hydraulic expansion cement. 4. Exterior/interior Anchoring Cement: Erosion -resistant hydraulic expansion cement. 5. Shop Primer. Fast curing, lead- and chromate -free, universal modified -alkyd primer complying with MPI#79. compatible with topcoats. 6. Zinc -Rich Primer: Complying with SSPC-Paint 20 or SSPC-Paint 29 and compatible with topcoat. 7. Galvanizing Repair Paint. SSPC - Paint 20. 8. Bituminous Paint: Asphalt mastic, SSPC - Paint 12. PART 3 EXECUTION 3.1 INSTALLATION A. Take field measurements prior to preparation of shop drawings and fabrication. Do not delay job, allow for cutting and fitting if field measurement not practical. B. Form work true to line with sharp angles and edges. Weld continuously, grind flush and make smooth on exposed surfaces. C. Install work plumb and level with hairline joints and ground flush welds. D. Lintels: Provide sizes indicated with 8" bearing at each end. E. Touch-up damaged coatings with shop primer and galvanize repair paint. F. Paint items scheduled in accordance with painting section. END OF SECTION SECTION 05 52 00 METAL RAILINGS PART 1 GENERAL 1.1 SUMMARY A Provide pipe and tube handrails and railing systems 1.2 SUBMITTALS A, Product Dat& Submit manufacturer's product data and installation instructions for each material and product used. B. Shop Drawings: Submit shop drawings indicating material characteristics, details of construction, connections, and relationship with adjacent construction. 1.3 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers, which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. B. Handrail and Railing Structural Performance: In accordance with applicable Building Code. PART 2 PRODUCTS 2,1 MATERIALS A, Metal Railings. 1 Application: Exterior metal railings. 2. Application: Interior metal railings. 3. Aluminum Pipe and Tube Railing Systems: a. Extruded Bar and Tube: ASTM B 221, alloy 6063 b. Extruded Structural Pipe and Tube. ASTM B 429, alloy 6063 T5fT52. C. Drawn Seamless Tube: ASTM B 210, alloy 6063 T832. d. Plate and Sheet ASTM 8 209, alloy 6061 T6. e. Die and Hand Forgings. ASTM B 247, alloy 6061 T6� f. Castings: ASTM B 26, alloy A356 T6 4. Aluminum Finish: Clear anodized. 5, Stainless Steel Pipe and Tube Railing Systems: a. Tubing: ASTM A 554, Grade TP 304 or TP 316, b. Pipe: ASTM A 312, Grade TP 304 or TP 316. C, Castings: ASTM A 743. Grade CF 8 or CF 20. d. Plate: ASTM A 666, Type 304 or 316. 6. Stainless Steel Finish: 180 grit polished. 6ij No 8 9 10 7. Steel Pipe and Tube Railing Systems: a. Steel Pipe, Black Finish: ASTM A 53. b. Steel Pipe, Galvanized Finish: ASTM A 53. C. Steel Tubing: ASTM A 500 or A 501. d. Steel Plates. Shapes and Bars: ASTM A 36. e. Gray Iron Castings: ASTM A 48. Class 30. f. Malleable Iron Castings: ASTM A 47, Grade 32510 8. Steel Finish Galvanized and shop primed. 9. Auxiliary Materials a. Nonshrink Nonmetallic Grout CE CRD-C621. b. Interior Anchoring Cement: Hydraulic expansion cement. C. Exterior/Interior Anchoring Cement: Erosion -resistant hydraulic expansion cement. d. Shop Primer: Fast -curing, lead- and chromate -free. universal modified -alkyd primer complying with MPI#79, compatible with topcoats. e. Zinc -Rich Primer: Complying with SSPC-Paint 20 or SSPC-Paint 29 and compatible with topcoat. f. Galvanizing Repair Paint: SSPC - Paint 20. 9 Bituminous Paint. Asphalt mastic. SSPC - Paint 12 PART 3 EXECUTION 3.1 INSTALLATION A. Take field measurements prior to fabrication, where possible. Form to required shapes and sizes with true, straight edges, lines and angles. Provide light -tight. hairline joints. B. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems in proper relation with adjacent construction. Coordinate with work of other sections. C Coordinate with work of other sections: provide inserts and templates as needed. Install work plumb and level with uniform appearance, D Restore damaged finishes and protect work END OF SECTION SECTION 05 70 00 ORNAMENTAL METAL PART 1 GENERAL 1.1 SUMMARY A Provide ornamental metalwork. 1,2 SUBMITTALS A Product Data: Submit manufacturer's product data and installation instructions for each material and product used. B Shop Drawings: Submit shop drawings indicating material characteristics. details of construction, connections, and relationship with adjacent construction. C. Samples Submit two representative samples of each material specified indicating visual characteristics and finish. Include range samples if variation of finish is anticipated. 1.3 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers, which have been in satisfactory use in similar service for three years Use experienced installers Deliver, handle, and store materials in accordance with manufacturer's instructions. B. Mock -Ups: Provide mock-up as required to demonstrate quality of workmanship. PART 2 PRODUCTS 2.1 MATERIALS A. Ornamental Metalwork: 1 . Application: Metal reveals at wood paneling. 2. Application: Closures and trim. 3. Application: Column covers 4. Aluminum: a. Extruded Bar and Tubei ASTM B 221, alloy 6063 T51T52. b. Extruded Structural Pipe and Tube: ASTM B 429. alloy 6063 T51T52. C. Drawn Seamless Tube: ASTM B 483, alloy 6063 T832. d. Plate and Sheet: ASTM B 209, alloy 6061 T6. e. Die and Hand Forgings: ASTM B 247, alloy 6061 T6. f. Castings ASTM B 26, alloy A356 T6. 5. Aluminum Finish: Clear anodized. 6. Auxiliary Materials: a. Nonshrink Nonmetallic Grout: ASTM C 1107. b. Welding Electrodes and Filler Metal: AWS specifications. C. Fasteners, Anchors. and Inserts Non -corrosive. d. Universal Shop Primer Fast -curing, lead- and chromate -free, universal modified -alkyd primer complying with MPI#79. e. Zinc -Rich Primer: Comply with SSPC-Paint 20 or SSPC-Paint 29 and compatible with topcoat f. Galvanizing Repair Paint: SSPC - Paint 20. 9 Bituminous Painl: Asphalt mastic, SSPC - Paint 12. PART 3 EXECUTION 3 1 INSTALLATION A. Take field measurements prior to fabrication. Form to required shapes and sizes with true, straight edges, lines and angles. Provide light -tight. hairline joints. B, Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems in proper relation with adjacent construction. Coordinate with work of other sections. C Coordinate with work of other sections. provide inserts and templates as needed. Install work plumb and level with uniform appearance. D Restore damaged finishes and protect work. END OF SECTION SECTION 06 10 OQ ROUGH CARPENTR PART 1 GENERAL 1.1 SUMMARY A� Provide rough carpentry. 1.2 SUBMITTALS A� Product Data: Submit manufacturer's product data and installation instructions for each material and product used. 1.3 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers, which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. B. Lumber Standards and Grade Stamps DOC PS 20, American Softwood Lumber Standard and inspection agency grade stamps. C. Construction Panel Standards: DOC PS 1, U.S. Product Standard for Construction and Industrial Plywood, APA PRP-108. D Wood Framing Standards NFPA House Framing Manual. 1. Exterior Wall Framing: 2 inch by 6-inch nominal (38 mm by 140 mm actual) studs. 24 inches (61 cm) on center. 2. Exterior Wall Framing: 2 inch by 4-inch nominal (38 mm by 89 mm actual) studs, 16 inches (40 cm) on center. 3. Interior Wall Framing: 2 inch by 4-inch (38 mm by 89 mm actual) studs, 16 inches (40 cm) on center. E Preservative Treatment AWPAC2 for lumber and AWPAC9 for plywood, waterborne pressure treatment Provide for wood in contact with soil. concrete. masonry. roofing, flashing. dampprocifing and waterproofing. F Fire -Retardant Treatment: AWPA C20 for lumber and AWPA C27 for plywood, noncorrosive type. Provide at building interior where required by code. PART 2 PRODUCTS 2.1 MATERIALS A. Rough Carpentry Applications: 1 . Application: Framing with dimension lumber. 2. Application: Framing with engineered wood products. 3. Application: Rooftop equipment bases and support curbs. 4. Application: Wood grounds. nailers, and blocking. 5. Application: Wood furring 6. Application: Backing panels 7. Application: Wood sheathing. 8. Application: Underlayment 9. Dimension Lumber: a. Light Framing Stud, No 3 or Standard grade b. Structural Framing: No. 1 grade. C. Species Any species of grade indicated. d. Exposed Framing: Appearance grade. 10. Boards: a. Exposed Boards: 15 percent moisture content. b. Concealed Boards: 19 percent moisture content 11. Miscellaneous Lumber: a Moisture Content: 19 percent b Grade: Standard grade light framing. 12. Engineered Wood Products: a. Laminated -Veneer Lumber A composite of wood veneers with grain primarily parallel to member lengths, manufactured with an exterior -type adhesive complying with ASTM D 2559 b. Parallel -Strand Lumber: A composite of wood strand elements with grain primarily parallel to member lengths, manufactured with an extenor-type adhesive complying with ASTM D 2559, C. Prefabricated Wood I Joists: Stress -graded lumber bonded to APA performance rated panel with exterior type adhesive design stresses for use intended. d. Composite Joists and 'Headers: Laminated lumber veneers, design stresses for use intended. 13. Construction Panels: a Combination Subfloor-Unclerlayment: Exposure 1, Structural 1, Underlayment. b. Onented-Stand-Board, Combination Subfloor-Underlayment: Exposure 1. C. Plywood Subfloonng: Exposure 1. Structural 1. d. Plywood Wall Sheathing: Exposure 1. Structural I sheathing. e. Onented-Strand- Board Wall Sheathing: Exposure 1, Structural sheathing. f. Plywood Roof Sheathing� Exposure 1. Structural 1. Sheathing. 9 Onented-Strand- Board Roof Sheathing: Exposure 1, Structural I sheathing. h. Telephone and Electrical Equipment Backing Panels DOC PS 1. Exposure 1, C-D Plugged, fire - retardant treated. 1. Plywood Underlayment for Resilient Flooring: DOC PS 1. Exterior A-C with fully sanded face. I Plywood Underlayment for Ceramic Tile: DOC PS 1, Exterior, C-C Plugged. k. Plywood Underlayment for Carpet. DOC PS 1, Interior Underlayment. 14, Fibrous Felted Boards: a. Hardboard Underlayment: AHAA135.4, Class 4 (Service), Surface SlS. with back side sanded. b� Fiberboard Wall Sheathing: AHAA194.1, Type IV, Class 1 (regular density). 15. Particleboard: a Underlaynnent: ANSI A 208. 1, Grade PBU. grade marked. 16, Building Paper: a Material: Aspha It- saturated organic felt, ASTM D 226, Type 1, No. 15 felt, unperforated. 17. Building Wrap: a Material Air -retarder sheeting made from polyolefins. cross -laminated films, woven strands. or spun -bonded fibers, coated or uncoated, with or without perforations, ASTM E 1677, Type 1. 18. Sill Sealer Gaskets a. Material: Glass fiber strip resilient insulation. 19. Framing Anchors and Fasteners: a. Material Non -corrosive, suitable for load and exposure, Drywall screws are not acceptable. PART 3 EXECUTION 3.1 INSTALLATION A. Securely attach rough carpentry work to substrate by anchoring and fastening as indicated. B. Plywood: Comply with applicable recommendations contained in APA Form No. E30K, "APA Design/Construction Guide: Residential & Commercial" C� Provide nailers. blocking and grounds where required. Set work plumb. level and accurately cut. D Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems in proper relation with adjacent construction Coordinate with other work. E. Comply with manufacturer's requirements for cutting, handling, fastening and working treated materials. F Restore damaged components Protect work from damage. END OF SECTION SECTION 06 40 21 INTERIOR ARCHITECTURAL WOODWORK PART 1 GENERAL 11 SUMMARY A. Provide interior finish carpentry, architectural woodwork and countertops. 1 2 SUBMITTALS A� Product Data: Submit manufacturer's product data and installation instructions for each material and product used. & Shop Drawings: Submit shop drawings indicating material characteristics. details of construction, connections. and relationship with adjacent construction C� Samples: Submit two representative samples of each material specified indicating visual characteristics and finish. Include range samples if variation of finish is anticipated. 1 3 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers, which have been in satisfactory use in similar service for three years. Use experienced installers Deliver, handle. and store materials in accordance with manufacturer's instructions. B. Standards: Architectural Woodwork Institute (AWI) 'Architectural Woodwork standards.' C. Preservative Treatment: Non pressure method, exterior type. AW PAN 1 D. Fire -Retardant Treatment 1 . Lumber: AWPA C20, non -corrosive type. 2. Plywood: AWPA C27, non -corrosive type. 3. Particleboard: ASTM E 84, flame spread 20 or less. E. Wood Products: Comply with the following: 1 . Hardboard� AHAA135.4. 2. Medium -Density Fiberboard: ANSI A208.2, Grade MD-Extenor Glue. 3. Particleboard: ANSI A208 1, Grade M-2-Exterior Glue. 4. Softwood Plywood: DOC PS 1, Medium Density Overlay. 5. Hardwood Plywood and Face Veneers. HPVA HP-1. F Mock -Ups: Provide mock-up as required to demonstrate quality of workmanship of each type of finish carpentry. PART 2 2,1 MATERIALS A. Interior Standing and Running Trim and Rails: 1 . Species for Opaque Finish: Any closed -grain hardwood. 2. Grade Premium. 3. Factory Finish: Transparent finish. 4. Factory Finish: Opaque finish. 5. Site Finish: Transparent finish. 6. Site Finish: Opaque finish. B. Interior Plastic Laminate Clad Casework 1 . Laminate: High pressure decorative laminate. NEMA LD-3. 2. Grade Premium 3. Frame Fabrication: Frameless. C. Interior Casework Hardware and Auxiliary Materials: 1. Hardware Standard: ANSI/BHMAA156.9. 2. Hardware Finish and Base Metal: Satin stainless steel D Interior Plastic Laminate Clad Countertops: 1 . Laminate High pressure decorative laminate, NEMA LD-3. 2. Grade: Premium. 3. Core: Plywood. 4. Edge: Laminate. E. Interior Solid Surfacing Material Countertops: 1 . Type: Homogeneous solid sheets ANSI Z124.3. for Type 5 or Type 6, without a precoated finish. 2. Grade: Premium 3. Edge: Decorative. PART 3 EXECUTION 3.1 INSTALLATION A, Provide work to sizes, shapes. and profiles indicated. Install work to comply with quality standards referenced. Back prime work and install plumb, level and straight with tight joints. scribe work to fit. B QualityStandard Install woodwork to comply with AWI standards for the same grade specified for type of woodwork involved. C. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems in proper relation with adjacent construction. Coordinate with work of other sections. D� Comply with manufacturer's requirements for cutting, handling, fastening and working treated materials. E. Repair minor damage. clean and protect. END OF SECTION 9 10 12 THERMAL INSULATION 13 PART 1 GENERAL 1.1 SUMMARY A Provide thermal insulation and vapor retarders 1.2 SUBMITTALS A Product Data Submit manufacturer's product data and installation instructions for each material and product used B, Submit for approval test reports. 13 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers, which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions U PART 2 PROD CTS 2.1 MATERIALS A� Blanket/Batt Insulation: 1 . Application: Thermal insulation in studs in exterior walls. 2� Application: Thermal insulation at underside of roofs. over heated spaces and soffits. 3. Type: Foil -faced mineral fiber. a. Standard: ASTM C 665, Type III (foil-scrim-kraft vapor -retarder membrane). b Accessories: Fasteners and tapes. B. Roof and Deck Insulation 1 . Application Exterior roofs and decks. 2. Type: Polyisocya n u rate. C, Radiant Barriers: 1 Application: Exterior walls. 2. Interior Radiation Control Coating: Surface emittance value of 0 1 or less per ASTM C 1371, 3, Sheet Radiant Barriers: ASTM C 1313. PART 3 EXECUTION 31 INSTALLATION A� Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems in proper relation with adjacent construction. Coordinate with work of other sections. Provide full thickness in one layer over entire area, tightly fitting around penetrations B. Pour loose insulation into cavities indicated ' provide uniform coverage at correct density and thickness. C. Install vapor retarder over entire area of inside face of exterior walls and elsewhere as indicated. Seal all seams and around perimeter and penetrations with duct tape to form a continuous vapor retarder free of holes D. Protect installed insulation and vapor retarder. END OF SECTION SECTION 07 84 OC FIRESTOPPIN PART 1 GENERAL 1.1 SUMMARY A, Provide firestopping. 1.2 SUBMITTALS A. Product Data: Submit manufacturer's product data and installation instructions for each material and product used B. Submit for approval test reports. 1.3 QUALITY ASSURANCE A� Comply with governing codes and regulations. Provide products of acceptable manufacturers. which have been in satisfactory use in similar service for three years Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. B Fire Performance: UL 2079, ASTM E 814, and local regulations. PART 2 PRODUCTS 21 MATERIALS A Firestopping Systems: 1 . Manufacturers: 3M Fire Protection Product 2 Applications as Applicable to Assembly: Through -penetrations, fire -resistive joints, perimeter fire containment, smoke seals. 3 Types as Applicable to Assembly: Endothermic and inturnescent sealants, pillows, putty and wrap strips. PART 3 EXECUTION 31 INSTALLATION A. Review extent of work with authorities having jurisdiction and obtain approval of installation thicknesses and methods B. Sequence work to avoid need for removal of firestopping by work of other trades. C. Comply with manufacturers' instructions and recommendations. Securely anchor insulation with sailing clips. Install firestopping without gaps or voids. D. Protect, inspect and repair work until final acceptance. END OF SECTION SECTION 08 11 13 HOLLOW METAL DOORS AND FRAMES PART 1 GENERAL 11 SUMMARY A� Provide steel doors and frames. 11 SUBMITTALS A. Product Data: Submit manufacturer's product data and installation instructions for each material and product used B Shop Drawings. Submit shop drawings indicating material characteristics, details of construction, connections, and relationship with adjacent construction. 1.3 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers, which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. 13� Standards: ANSI/SDI-100, Recommended Specifications for Standard Steel Doors and Frames C. Performance Standards: 1 . Fire -Rated Assemblies NFPA80, and acceptable testing agency listing. 1 2. Therma -Rated Assemblies at Exterior: ASTM C 236 or ASTM C 976. 3. Sound -Rated Assemblies at Mechanical Rooms: ASTM E 1408. and ASTM E 413. PART 2 PRODUCTS 2.1 MATERIALS A� Interior Steel Doors 1 Material: Minimum 18 gauge steel sheet. 2. Thickness: 1-3/4 inches. 3. Finish: Factory primed and field painted. 4. Finish: Factory finished. 5. Accessories a. Sightproof stationary louvers. b� Glazing stops C. Silencers. B, Interior Steel Frames: 1 . Material: Minimum 16 gauge steel sheet. 2� Corners: Mitered or coped 3. Type: Welded. 4. Type: Knockdown. 5. Type: Drywall slip-on. 6. Finish Factory primed and field painted. 7. Finish: Factory finished. C. Exterior Steel Doors. 1 . Material: Minimum 16 gauge galvanized steel sheet. 2. Door Thickness 1-3/4 inches, thermally insulated 3. Finish: Factory primed and field painted. 4. Finish: Factory finished. 5. Accessories: a. Sightproof stationary louvers. b. Glazing stops. C. Silencers. D. Exterior Steel Frames: 1. Material: Minimum 14 gauge galvanized steel sheet. 2. Corners: Mitered or coped. 3. Type: Welded 4. Type: Knockdown 5. Finish: Factory primed and field painted. 6. Finish: Factory finished. E. Interior Preassembled Steel Doors and Frames: 1 . Material: Minimum 22 gauge steel sheet. 2. Door Thickness: 1-3/4 inches. 3. Door Faces: Flush. 4. Door Faces: Embossed panels. 5. Finish Factory finished. F Exterior Preassembled Steel Doors and Frames: 1 . Material: Minimum 22 gage galvanized steel sheet. 2. Door Thickness: 1-3/4 inches. thermally insulated. 3. Type: Two-piece adjustable split jamb. 4. Finish: Factory finished. PART 3 1 EXECUTION 3.1 NSTALLATION A. Fabricate work to be rigid, neat and free from seams. defects, dents, warp, buckle. and exposed fasteners. Install doors and frames in compliance with SDI-1 00, NFPA 80, and requirements of authorities having jurisdiction. B. Provide thermally improved doors with maximum U-value of 0.24 BTU/hr.1sq. ft. degree F (ASTM C 236) for all exterior doors and elsewhere as noted. C. Provide acoustically improved doors with minimum STC of 33 (ASTM E 90 and ASTM E 413) where indicated. D. Hardware: Prepare doors and frames to receive hardware on final schedule. Provide for 3 silencers on single doorframes, 2 on double doorframes. E. Shop Finish: Clean, treat and prime paint all work with rust -inhibiting primer comparable with finish paint specified in Division 9 section. Provide asphalt emulsion sound deadening coating on concealed frame interiors. F. Touch-up damaged coatings ready to receive finish painting. END OF SECTION SECTION 08 14 00 FLUSH WOOD DOOR PART 1 GENERAL 1.1 SUMMARY A Provide flush wood doors. 1.2 SUBMITTALS A� Product Data: Submit manufacturer's product data and installation instructions for each material and product used 13� Samples. Submit two representative samples of each material specified indicating visual characteristics and finish. Include range samples if variation of finish is anticipated C. Warranty: Submit manufacturers standard warranty. Include labor and materials to repair or replace defective materials. 1. Solid -Core Exterior Doors. 5 years. 2. Solid -Core Interior Doors: Life of installation. 3. Hollow -Core Interior Doors: 2 years. 1.3 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers. which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. B. Quality Standards: [NWW DA 1. S. 1 -A, 'Architectural Wood Flush Doors.'] [Awl's 'Architectural Woodwork Standards.']. C. Fire Rated Wood Doors: Meet NFPA 80 requirements. PART 2 PRODUCTS 2.1 MATERIALS A� Interior Flush Wood Doors, 1. Type: Solid core. 2. Thickness: 1-3/4 inches thick. 3. Grade: Premium. 4. Frames Wood. 5. Face: As selected. 6. Finish: As Selected. 7. Finish Application: As Selected. 8. Auxiliary Materials: a. Glazed panels. b, Transom panels. c� Louvered panels. B. Exterior Flush Wood Doors 1 . Type: Solid core, 2. Thickness: 1-3/4 inches thick. 3. Grade: Premium. 4. Frames: Wood. 5. Face: As selected. 6. Finish: As selected. 7. Finish Application: As selected. 8. Auxiliary Matenals* a. Glazed panels. b, Transom panels. PART 3 EXECUTION 3.1 INSTALLATION A� Comply with NWMA I.S. 1A and specified quality standard. B. Prefit doors to frames Premachine doors for hardware listed on final schedules. Factory bevel doors. C. Install doors with not more than 1/8 inch clearance at top and sides, 114 inch at bottom. Comply with NFPA 80 for rated assemblies. D. Adjust. clean, and protect. END OF SECTION SECTION 08 31 00 ACCESS DOORS AND PANELS PART 1 GENERAL 1.1 SUMMARY A� Provide access doors and panels for walls and ceilings. 1.2 SUBMITTALS A� Product Data: Submit manufacturer's product data and installation instructions for each material and product used 1.3 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers. which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. PART 2 PRODUCTS 2.1 MATERIALS A, Access Doors: 1 . Frames: 16-gauge (.0598 inch) stainless steel, AISI No. 4 satin finish with flange. 2. Doors: 14-gauge (.0625 inch) stainless steel, AISI No. 4 satin finish. 3. Door Type: Flush panel. 4. Locking Devices: Cylinder locks. 5. Fire Rating: NFPA 80. PART 3 EXECUTION 3.1 INSTALLATION A. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems in proper relation with adjacent construction and with uniform appearance. Coordinate with work of other sections. Install assemblies complete with all hardware, anchors. inserts. supports and accessones Test and adjust operation. B Restore damaged finishes and test for proper operation. Clean and protect work from damage. END OF SECTION SECTION 08 38 00 TRAFFIC DOORS PART 1 GENERAL 11 SUMMARY A� Provide traffic doors. 1.2 SUBMITTALS A. Product Data: Submit manufacturer's product data and installation instructions for each material and product used. B. Shop Drawings: Submit shop drawings indicating material characteristics, details of construction, connections, and relationship with adjacent construction. 1.3 QUALITY ASSURANCE A, Comply with governing codes and regulations. Provide products of acceptable manufacturers. which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. 12 13 14 PART 2 PROD S 15 16 2.1 MATERIALS A, Traffic Doors: 1� Manufacturers: EliaaQn_C r 2. Type: Single acting. 3. Type: Double acting. 4. Type: Curtain 5. Panels: Reinforced flexible plastic with overlap at leading edge, stainless steel hinges. impact plate 6. Panels: Anodized aluminum with formed cover, impact plates. 7. Panels: Polished stainless steel over 3/8 inch plywood. impact plates. 8. Panels: ABS plastic. reinforced, finished with rigid fiberglass, impact plates 9. Panels: Plywood core with plastic laminate facing, impact plates. 10. Panels: Aluminum core with ABS facings. insulated. 11. Frames: Suitable for service. PART 3 EXECUTION 31 INSTALLATION A, Take field measurements prior to fabrication, where possible. Form to required shapes and sizes with true, st edges, lines and angles. B Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems in proper relation with adjacent construclion. Coordinate with work of other sections. C� Test for proper operation, Restore damaged finishes and protect work. END OF SECTION SECTION 08 41 13 ENTRANCES AND STOREFRONT PART 1 GENERAL 1,11 SUMMARY A, Provide entrances and storefront. 1.2 SUBMITTALS A. Product Data: Submit manufacturer's product data and installation instructions for each material and product B. Shop Drawings: Submit shop drawings indicating material characteristics, details of construction, connection relationship with adjacent construction. C. Warranty: Submit manufacturer's standard warranty. Include lalbor and materials to repair or replace defectiv materials. 1 Warranty Period: 5 years. D, Operation and Maintenance Data: Submit manufacturer's operation and maintenance data, including operati instructions, list of spare parts and maintenance schedule. 1 3 QUALITY ASSURANCE A Comply with governing codes and regulations. Provide products of acceptable manufacturers, which have be satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store mat in accordance with manufacturer's instructions. U PART 2 PROD CTS 21 MATERIALS A. Aluminum Entrances and Storefront: 1. Aluminum Members: ASTM B 209, ASTM B 221, ASTM B 429. 2. Steel Reinforcement: ASTM A 36, ASTM A 1008. and ASTM A 1011. 3. Door Style: Narrow stile and rail doors. 4. Storefront Style: Aluminum framed, butt glazed vertical joints. 5. Aluminum Finish: Clear anodized. 6. Auxiliary Materials: a. Aluminum infill panels. b. Push/pulls, doorstops, overhead holders, and deadlocks C, Weatherstripping and thresholds. d. Exit devices. e. Electric -strike release. PART 3 EXECUTION 3.1 INSTALLATION A. Take field measurements before fabrication where possible do not delay job progress. B, Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems in proper relation with adjacent construction and with uniform appearance Coordinate work of other sections. C, Anchor securely in place. install plumb, level and in true alignment. Isolate dissimilar materials to prevent corrosion. D, Coordinate with glass and glazing work. install hardware and adjust for smooth. proper operation. E. Clean and protect completed system. repair damage. END OF SECTION SECTION 08 51 13 ALUMINUM WINDOW PART 1 GENERAL 1.1 SUMMARY A. Provide aluminum windows. 1.2 SUBMITTALS A. Product Data: Submit manufacturer's product data and installation instructions for each material and product B. Shop Drawings: Submit shop drawings indicating material characteristics, details of construction. connection relationship with adjacent construction. C. Samples: Submit two representative samples of each material specified indicating visual characieristics and Include range samples if variation of finish is anticipated. D. Warranty: Submit manufacturer's standard warranty. Include lalbor and materials to repair or replace defectiv materials 1 � WarTanty Period: 5 years. E. Maintenance Data. Submit manufacturer's maintenance data, including maintenance schedule. 13 QUALITY ASSURANCE A, Comply with governing codes and regulations. Provide products of acceptable manufacturers, which have be satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store mat in accordance with manufacturer's instructions. B. Mock-ups: Provide mock-up as required to demonstrate quality of workmanship. C. Performance Comply with AAMA/NWWDA 101/I.S.2 for grade of window required. PART 2 PRODUCTS 2.1 MATERIALS A, Aluminum Windows: 1. Construction: Thermal -break type. 2. Aluminum Window Members: Aluminum extrusions, 3. Anchors, Clips, and Window Accessories: Aluminum. nonmagnetic stainless steel. or galvanized ste 4. Window Operation: See drawings. 5. Grade: Commercial a. Standardi AAMA/NWWDA 101/I.S. 2, Grade 40. 6. Glazing: See drawings. 7. Glazing Color: See drawings 8. Aluminum Finish: Clear anodized. 9. Auxiliary Materials: a. Ventilator opening limit device. b. Window cleaner's bolts. C. Operating hardware. d. Insect screening, e. Integral venetian blinds. f, Nonglazed vent bar. 9 Exterior louver units. h. Group operating system, manual operation, 1. Group operating system, power driven operation. PART 3 EXECUTION 3.1 INSTALLATION A, Fabricate windows to conform to AAMA standards and accept glass specified B. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems in proper relation with adjacent construction and with uniform appearance. Coordinate work of other sections. C� Operation Provide locking units with manual operation provide pole for out of reach hardware, D. Restore damaged finishes and test for proper operation. Clean and protect work from damage. END OF SECTION SECTION 08 71 00 DOOR HARDWARE PART 1 GENERAL 1.1 SUMMARY A, Provide door hardware. 1.2 SUBMITTALS A, Product Data. Submit manufacturer's product data and installation instructions for each material and product B. Samples: Submit two representative samples of each material specified indicating visual characteristics and I Include range samples if variation of finish is anticipated. C� Submit for approval hardware schedule proposed for use based on Owner's requirements 1.3 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers, which have be satisfactory use in similar service for three years. Use experienced installers. Deliver, handle. and store mat( in accordance with manufacturer's instructions. B, Hardware for Fire -Rated Openings: NFPA 80, and local requirements. C. Materials and Application: ANSI Al 56 series standards. PART 2 PRODUCTS 21 MATERIALS A. Door Hardware: 1 . Quality Level: Commercial. 2. Locksets and Latchsets: Bored cylindrical type. 3. Lock Cylinders: Integral. 4. Keying: Owner's requirements. 5. Hinges and Butts: Full -mortise type at interior. with nonremovable pins at exterior doors 6. Closers. Door Control, and Exit Devices: High frequency. 7. Pivots� Offset or center -hung type. 8. Push/Pull Units: Through -bolted type. 9. Hardware Finishes: Satin chrome finish on exposed surfaces. 10. Auxiliary Materials: a. Door Trim Units: Kickplates, edge trim, viewers, knockers. and mail drops. and related trim b. Stops and overhead door holders. C. Interior sliding door hardware. d. Interior bifold door hardware. e. Interior pocket door hardware. f. Soundstripping. 9 Weatherstripping and thresholds. h. Electromagnetic hold -open devices. 1. Card -operated opening devices. I. Knox box for fire emergency keys. PART 3 EXECUTION 3 1 INSTALLATION A, Follow guidelines of DHI 'Recommended Locations for Builder's Hardware and hardware manufacturers' instructions. B, Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems in proper relation with adjacent construction and with uniform appearance. Coordinate work of other sections. C. Adjust operation. clean and protect. END OF SECTION SECTION 08 80 00 QLAZIBP 17 18 19 PART 2 PRODUCTS 2.1 MATERIALS A� Gypsum Board: 1. Application: Interior walls, partitions, and ceilings with tape and joint compound finish. 2. Application. Abuse -resistant board at corridors. 3. Application: Cementitious backer units for application of tile 4. Application: Soffit board at exterior ceilings and soffits. s. 5. Application: Insulation and vapor barrier systems in gypsum board assemblies. 6. Application: Remodeling at existing gypsum board construction. 7. Application: Installation of access panels in gypsum board assemblies. 8. Material Standard: ASTM C 1396. 9. Type: Board for tape and joint compound finish. a. Type. Regular, moisture -resistant and fire -rated types as required. b. Typical Thickness: 5/8 inch. 10. Type: Water-resistant gypsum backing board a. Type: Regular and fire -rated types as required: raight b. Typical Thickness: 5/8 inch. 11. Type: Sag -resistant gypsum board. a. Type: Regular and fire -rated types as required for ceilings. b. Thickness: 112 inch. 12. Type: Exterior soffit board. a. Type: Regular and fire -rated types as required: b. Typical Thickness: 5/8 inch. B 13. Type: Abuse -resistant board. a. Typical Thickness: 5/8 inch. 14. Type: Vinyi-film-faced gypsum board, a. Typical Thickness: 518 inch. 15. Joint Treatment: ASTM C474 and ASTM C840, 3-coat system, paper or fiberglass tape. 16. Auxiliary Materials: used. a. Comerbead, edge trim and control joints. s, and b. Extruded aluminum reveals and channels. C. Gypsum board screws, ASTM C 1002� e d. Gypsum board nails. ASTM C 514, e. Fastening adhesive. f. Concealed acoustical sealant. g 9 Mineral fiber sound attenuation blankets. h, Mineral fiber thermal insulation. L Polyethylene vapor retarder. 6 mils. en in I Polystyrene aggregated finish for ceilings. erials k�us Acoustical finish. C B, Cementitio Backer Units: 1, Material Standard: ANSI At 18.9� 2 Type: Cement -coated Portland cement panels. a. Thickness: 112 inch nominal. PART 3 EXECUTION 3.1 INSTALLATION A. Install gypsum board for tape and 3-coat joint compound finish in compliance with ASTM C 840 and GA 216, Level 4 finish. Install gypsum board assemblies true, plumb. level and in proper relation to adjacent surfaces. B. Provide fire -rated systems where indicated and where required by authorities having jurisdiction. C. Install boards vertically. Do not allow butt -to -butt joints and joints that do not fall over framing members. D. Where new partitions meet existing construction. remove existing comerbeads to provide a smooth transition. E. Provide insulation full height and thickness in partitions at conference rooms, toilet rooms, between different occupancies, and where required. F. Provide acoustical sealant at both faces at top and bottom runner tracks, wall perimeters. openings, expansion and control joints. G. Install trim in strict compliance with manufacturer's instructions and recommendations. D H. Repair surface defects. Leave ready for finish painting or wall treatment. END OF SECTION with SECTION 09 22 1 NON-STRUCTURAL METAL FRAMING PART 1 GENERAL 1.1 SUMMARY A. Provide non-structural metal framing for gypsum board assemblies. 1.2 SUBMITTALS A. Product Data: Submit manufacturer's product data and installation instructions for each material and product used. 1.3 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers, which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver. handle, and store materials in accordance with manufacturer's instructions. B. Tolerances: Not more than 1/8 inch in 10 feet deviation from true plane, plumb, level and proper relation to adjacent surfaces in finished work. C. Fire Resistance for Fire -Rated Assemblies: ASTM E 119, E used. D. Mock -Ups: Provide mock-up as required to demonstrate quality of workmanship and level of finish. s, and E. Performance: Fire, structural, and seismic performance meeting requirements of building code and local authorities. finish, PART 2 PRODUCTS 21 MATERIALS e A, Steel Framing for Walls and Partitions: 1 . Material Standard: ASTM C645. 2. Stud Thickness: 20 gauge (.0329 inch). 3. Stud Thickness: 22 gauge (.0276 inch). 4. Stud Thickness: 25 gauge (.0179 inch). en in 5. Stud Depth, Typical: 2-112 inches. erials 6. Stud Depth, Typical: 3-5/8 inches. 7. Stud Depth, Typical: 4 inches. 8. Stud Depth. Typical: 6 inches. 9. Furring Channel Thickness: 20 gauge (.0329 inch). 10. Furring Channel Thickness: 25 gauge (.0179 inch). 11. Auxiliary Framing Components: Furring brackets, resilient furring channels, Z-furring members, an d non- F corrosive fasteners. B. Steel Framing for Suspended and Furred Ceilings: 1 . Material Standard: ASTM C645. el. 2. Attachment: Standard. 3. Attachment: Resilient. 4. Stud Thickness: 20 gauge (.0329 inch). 5. Stud Thickness: 22 gauge (.0276 inch). 6. Stud Thickness 25 gauge (.0179 inch). 7. Accessories: Furring channels, hangers and inserts. PART 3 EXECUTION 3.1 INSTALLATION A. Provide fire -rated systems where indicated and where required by authorities having jurisdiction. B� Where new partitions meet existing construction, remove existing cornerbeads to provide a smooth transition. C. Provide acoustical sealant at both faces at top and bottom runner tracks, wall perimeters. openings, expansion and control joints. END OF SECTION G PART 1 GENERAL 1.1 SUMMARY A, Provide glass and glazing. 1.2 SUBMITTALS A. Product Data Submit manufacturer's product data and installation instructions for each material and product used. B. Shop Drawings: Submit shop drawings indicating material characteristics, details of construction. connections, and relationship with adjacent construction C. Samples: Submit two representative samples of each material specified indicating visual characteristics and finish. Include range samples if variation of finish is anticipated. D. Warranty: Submit manufacturer's standard warranty. Include labor and materials to repair or replace defective materials. 1 Laminated Glass: Manufacturer's 5-year warranty. 2. Coated Glass Manufacturer's 1 0-year warranty 1 Insulating Glass: Manufacturer's 10-year warranty. 4. Mirror Glass: Manufacturer's 5-year warranty. 1.3 QUALITY ASSURANCE A, Comply with governing codes and regulations. Provide products of acceptable manufacturers, which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle. and store materials in accordance with manufacturer's instructions. B. Glazing for Fire -Rated Assemblies: Glazing for assemblies that comply with NFPA 80 C, Safety Glazing Products. Comply with testing requirements in 16 CFR 1201 and, for wired glass, ANSI Z97.1 D. Glazing Publications: 1 . GANA Publications GANA's'Glazing Manual.'and 'Laminated Glass Design Guide' 2. AAMA Publications: AAMA GDSG-1, 'Glass Design forSloped Glazing,'and AAMA TIR-A7. 'Sloped Glazing Guidelines.' 1 IGMA Publication for Sloped Glazing: IGMA TB-300 1, 'Sloped Glazing Guidelines.' 4. IGMA Publication for Insulating Glass: SIGMA TM-3000, 'Glazing Guidelines for Sealed Insulating Glass Units.' E, Mock -Ups: Provide mock-up as required to demonstrate quality of workmanship. 1 . Each type of glazing. PART 2 PRODUCTS 2.1 MATERIALS A, Glass and Glazing: 1 Type: See drawings, tempered at locations as required by Code. 2. Auxiliary Materials:. a. Compression gaskets. b. Elastomeric glazing sealants. C. Preformed glazing tapes. d. Glazing gaskets. e. Setting blocks, spacers, and compressible filler rods. f. Mirror adhesive, top and bottom angles and clips. PART 3 EXECUTION 3,1 INSTALLATION A. Inspect framing and report unsatisfactory conditions in writing. B. Comply with GANA"Glazing Manual" and manufacturers instructions and recommendations Use manufacturer's recommended spacers. blocks, primers. sealers, gaskets and accessories. C. Install glass with uniformity of pattern. draw, bow and roller marks. D. Install sealants to provide complete wetting and bond and to creale a substantial wash away from glass E. Set mirrors on stainless steel clips and adhere to wall with mirror adhesive. F. Remove and replace damaged glass and glazing. Wash, polish and protect all glass supplied under this section. END OF SECTION SECTION 09 21 1 GYPSUM BOARD ASSEMBLIES PART 1 GENERAL 1.1 SUMMARY A Provide gypsum board assemblies. 1.2 SUBMITTALS A, Product Data Submit manufacturer's product data and installation instructions for each material and product used. 1.3 QUALITY ASSURANCE A, Comply with governing codes and regulations. Provide products of acceptable manufacturers, which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. B. Tolerances: Not more than 1/16-inch difference in true plane at joints between adjacent boards before finishing. After finishing, joints shall be not be visible. Not more than 1/8 inch in 10 feet deviation from true plane, plumb, level and proper relation to adjacent surfaces in finished work. C. Fire Resistance for Fire -Rated Assemblies. ASTM E 119. D. Mock -Ups: Provide mock-up as required to demonstrate quality of workmanship and level of finish. E Performance: Fire, structural, and seismic performance meeting requirements of building code and local authofillilillis. 14 15 16 SECTION 09 30 0 TILIN PART 1 GENERAL 1.1 SUMMARY Ar k v-990 RANCH MARKET Q, W Iqll at Edmonds 22511 Highway 99 Edmonds, WA 98026 6 coo- 603 Stewart Street suite 610 Seattle, washington 98101 206.466.5239 p 206.713.4076 nn ksmith@smithco.org http://www.smithco.org/ Architect Registration 6294 REGISTERED ARCHITECT KEITH L. SMITH STATE OF WASHINGTON 7 KEI L STATE 10F6 Consultant RESUB 4/16/2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A. Provide tile. 1.2 SUBMITTALS Consultant Registration A. Product Data: Submit manufacturer's product data and installation instructions for each material and product used. B. Samples: Submit two representative samples of each material specified indicating visual characteristics and finish. Include range samples if variation of finish is anticipated. 1 . Include manufacturers full range of color and finish options if additional selection is required. 1.3 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers, which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. & Tile: ANSI A 137.1. C. Tile Setting Materials: ANSI A 118 series standard specifications. H D Tile Installation: ANSI 108 series standard specifications and Tile Council of America, Handbook for Ceramic Tile Installation. E, Mock -Ups: Provide mock-up as required to demonstrate quality of workmanship. PART 2 PRODUCTS 2.1 MATERIALS A Tile: 1 . Application: Interior wall tile over gypsum wallboard. 2. Application Interior wall tile over tile backer board at wet areas. 3- Application: Interior wall tile over concrete and concrete masonry units. 4. Application: Interior floor tile over concrete slab 5. Application: Interior floor tile over plywood and wood framing. 6. Application: Exterior wall tile on concrete or masonry backup. 7. Application: Exterior wall tile on tile backer board. 8. Application: Exterior floor tile on slab -on -grade. 9. Application: Exterior floor tile on suspended slabs. 10. Application: Remodeling of existing tile work. 11. Type: Ceramic mosaic tile. 12. Type: Porcelain tile. 13. Type: Quarry tile. 14. Type: Paver tile. 15. Type: Glass Tile. 16. Type: Metallic Tile. 17. Type: Natural Clay Tile. 18. Type: Quartz Stone Tile. 19. Type: Terrazzo Tile. 20. Type: Slate Tile. 21. Type Stone Tile. B. Setting Materials: 1 . Mortar setting bed. a. Latex additive. 2. Thin -set mortar. a. Dry -set Portland cement mortar. b. Latex -Portland cement mortar. C. Conductive dry -set mortar. d. Chemical -resistant epoxy adhesive. e. Chem ica I-resista nt furan mortar. f� Modified epoxy emulsion mortar 3. Organic adhesive. Issues and Revisions 4. Grout. a. Sand -Portland cement grout. No. Date Issues b. Dry -set grout 1 11,28,20 PERHIT c Latex -Portland cement grout. d, Chemical -resistant epoxy grout. e. Chem ica I -resistant furan resin groul. f. Silicone rubber elastorneric grout for pregrouted sheets. 5. Waterproofing membrane under tile. a. ANSI A 118.10, K 6. Crack suppression membrane under tile. a. ANSI A 118.10, 7 Elastomeric sealants. 8, Stone thresholds. PART 3 EXECUTION 3.1 INSTALLATION A. Comply with Tile Council of America and ANSI Standard Specifications for Installation for substrate and installation required. Comply with manufacturer's instructions and recommendations. B. Install waterproof membrane in accordance with manufacturer's instructions and recommendations. C. Lay tile in grid pattern with alignment grids. Layout tile to provide uniform joint widths and to minimize cutting, do not use less than 112 tile units. D. Provide sealant joints where recommended by TCA and approved by Architect. E. Grout and cure, clean and protect. 3.2 SCHEDULE A. Tile Schedule See drawings. END OF SECTION L SECTION 09 510 ACOUSTICAL CEILING PART 1 GENERAL 1.1 SUMMARY A, Provide acoustical ceilings and suspension systems. 1.2 SUBMITTALS A Product Data. Submit manufacturer's product data and installation instructions for each material and product used. B. Samples: Submit two representative samples of each material specified indicating visual characteristics and finish. Include range samples if variation of finish is anticipated. C. Extra Stock: Submit extra stock equal to 2 percent of amount installed. 1.3 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers, which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. B Performance: Fire, structural, and seismic performance meeting requirements of building code and local authorities. Acoustical performance based on project requirements M PART 2 PRODUCTS 21 MATERIALS A Mineral Fiber Acoustical Ceilings: 1 , Panel Size: As selected. 2. Panel Edge: As selected. 3 Grid: Exposed flush grid. 4. Suspension System: Heavy duty. 5 Auxiliary Materials: a. Edge moilding and trim. Project Name b. Hold-down clips and impact clips. C. Concealed acoustical sealant. PART 3 EXECUTION 3.1 INSTALLATION Project Number 02016063.01 A� Install materials and suspension systems in accordance with manufacturer's instructions and recommendations, Description GENERAL NOTES and ASTM C 636. Coordinate installation with location of mechanical and electrical work to ensure proper locations and anchorage. B� Level ceiling to within 1/8 inch in 10 feet in both directions. Scribe and cut panels to fit accurately. Measure and layout to avoid less than half panel units. Computer File G-1.3.DWG C. Removal and reinstallation at existing ceilings: Remove and store materials for reuse when allowed. Handle with white gloves and avoid damaging corners and edges. Clean tiles and grid system, which have been removed. Provide additional materials to complete the work and to replace damaged existing materials. New materials shall match existing materials as approved D. Adjust, clean, and touch-up all system components. END OF SECTION Scale AS NOTED 17 Template All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, 0 evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of Smith co. 11c. G� 103 K 3 4 5 6 7 9 10 12 13 14 15 16 17 18 19 C III E F L J K L M N I-1 A PART 1 GENERAL 1.1 SUMMARY A. Provide resilient wall base and accessories. 1.2 SUBMITTALS A. Product Data: Submit manufacturer's product data and installation instructions for each material and product used. B. Samples: Submit two representative samples of each material specified indicating visual characteristics and finish. Include range samples it variation of finish is anticipated. C. Submit extra stock equal to 2°% of total used 1.3 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers. which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. B. Performance: Fire performance meeting requirements of building code and local authorities. PART 2 PRODUCTS 2.1 MATERIALS A. Resilient Wall Base: 1. Standard: ASTM F 1861. 2. Type: TV (vinyl). 3. Style: Cove. 4, Thickness: 0.125 inch 5 Height: 4 inches. PART 3 EXECUTION 3.1 INSTALLATION A. Comply with manufacturer's instructions and recommendations. Install in proper relation to adjacent work. B. Install base and accessories to minimize joints. Install base with joints as far from corners as practical. C. Clean, polish, and protect. END OF SECTION SECTION 09 70 00 WALL FINISHES PART 1 GENERAL 1.1 SUMMARY A. Provide wall coverings and surface preparation. 1.2 SUBMITTALS A. Product Data: Submit manufacturer's product data and installation instructions for each material and product used. B. Samples: Submit two representative samples of each material specified indicating visual characteristics and finish. Include range samples if variation of finish is anticipated. C. Extra Stock: Submit extra stock equal to 2 unopened rolls of each type of wall covering used. 1.3 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers, which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. B. Performance: Fire performance meeting requirements of building code and local authorities. PART 2 PRODUCTS 2.1 MATERIALS A. Decorative Metal Wall Panels: 1. Material and Finish: See drawings. 2. Face Sheet: Solid. 3. Face Sheet: Perforated with acoustic core. B. Decorative Laminate -Faced Wall Panels: 1. Manufacturers: See drawings. 2. Material Decorative plastic laminate facing and composite core backing. 3. Trim: Matching trim. C. Rigid Vinyl Wall Covering: 1. Manufacturers: See drawings. 2. Material and Finish: High -impact acrylic/PVC sheet with textured finish. 3. Trim: Matching trim. D. Vinyl Wall Covering: 1 Manufacturers: See drawings. 2. Stain Resistance: Factory applied polyvinyl fluoride or polymer coating. 3. Serviceability. ASTM F 793 for peelable or strippable wall coverings. E. Textile Wall Covering: 1. Manufacturers: See drawings. 2. Type: ASTM F 793, Category III. Decorative with Medium Serviceability. 3. Fiber: Cotton wall covering, 4. Fiber: Linen wall covering. 5. Fiber: Silk wall covering. F. Wood Veneer Wall Covering 1. Manufacturers: See drawings. 2. Species: See drawings. 3. Veneer Cut: See drawings. 4. Sheet Match See drawings. 5. Finish: Factory sanded for field finish. 6. Finish: Prefinished. G. Wallpaper: 1. Manufacturers: See drawings. 2. Type: ASTM F 793, Category I, Decorative Only. 3, Stain Resistance: Factory applied coating. PART 3 EXECUTION 3.1 INSTALLATION A. Acclimatize materials; prime and seal substrates: test substrates for moisture content and prepare surfaces in compliance with manufacturer's recommendations. B. Install in accordance with manufacturer's instructions. Apply adhesive and install with seams plumb and overlapped and double -cut to ensure tight closure except where pattern would not match. Do not place seams within 6" of corners. C. Remove air bubbles, blisters. wrinkles and other defects, horizontal seams are not permitted Remove excess adhesive immediately, clean walls and protect surfaces. END OF SECTION SECTION 09 91 00 PAINTING PART 1 GENERAL 1.1 SUMMARY A. Provide painting and surface preparation. 1.2 SUBMITTALS A. Product Data: Submit manufacturer's product data and installation instructions for each material and product used. B. Samples Submit two representative samples of each material specified indicating visual characteristics and finish. Include range samples if variation of finish is anticipated. 1. Include manufacturers full range of color and finish options if additional selection is required. C. Extra Stock: Submit 2 unopened gallons of each paint and color used in the project. 1.3 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers, which have been in satisfactory use in similar service for three years Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. B Regulations: Compliance with VOC and environmental regulations. C. Mock -Ups: Provide mock-up as required to demonstrate quality of workmanship. 1. Provide 4 foot x 4 foot mock-ups of each type of surface. PART 2 PRODUCTS 2.1 MATERIALS A Painting: 1. Manufacturers: Benjamin Moore & Co,: Sherwin-Williams. 2. Application: Interior unfinished surfaces. 3. Application: Exterior unfinished surfaces. 4. Application: Exposed mechanical and electrical items. 5. Application: Repainting of existing surfaces. 6. Primary Coating Type: Latex based paints. 7. Primary Paint Systems: Primer plus two finish coats. PART 3 EXECUTION 3.1 INSTALLATION A. Inspect surfaces, report unsatisfactory conditions in writing; beginning work means acceptance of substrate. B. Comply with manufacturer's instructions and recommendations for preparation, priming and coating work. Coordinate with work of other sections. C. At existing areas to be repainted, remove blistered or peeling paint to sound substrates. Remove chalk deposits and mildew and wash all surfaces with mild detergent. Perform related minor preparation including caulk and glazing compounds. Spot prime bare areas before priming and painting as specified. D. Match approved mock-ups for color, texture, and pattern. Re -coat or remove and replace work which does not match or shows loss of adhesion. Clean up, touch up and protect work. 3.2 PAINT SCHEDULE A. Gypsum Drywall Walls: 1. Gloss: a. Flat 2. System: a. 1 coat latex primer b. 2 coats latex finish B. Gypsum Drywall Walls and Ceilings in Bathrooms, Kitchens and Wet Areas: 1. Gloss- a. Semi 2. Texture: a. Stipple 3. System: a. 1 coat latex primer b. 2 coats latex finish C. Gypsum Drywall Walls. Multicolor Finish: 1. System: a. 1 coat latex primer b 1 coat spray applied multicolor finish D. Gypsum Drywall Walls to Receive Wall Covering: 1. System: a. 1 coat latex primer E. Gypsum Drywall Ceilings: 1. Gloss: a. Flat 2. System: a. 1 coat latex primer b. 2 coats latex finish F. Plaster: 1. Gloss: a. Flat 2. System: a. 1 coat latex primer b. 2 coats latex finish G. Wood for Painted Finish: 1. Gloss: a. Semi 2 System: a. 1 coat interior alkyd enamel undercoat b. 2 coats latex enamel H. Wood for Transparent Finish: 1. Gloss: a. Satin 2. System: a. 1 coat water base sealer b. 2 coats water base varnish I. Wood for Stain Finish: 1. Gloss: a. Satin 2. System: a. 1 coat water base wood stain b. 1 coat water base sealer C. 2 coats water base varnish J. Exterior Wood for Stain Finish: 1. System: a 2 coats semi -transparent slain, oil or alkyd resin base K. Exterior Wood for Painted Finish: 1. Gloss: a. Semi 2. System: a. 1 coat exterior primer b. 2 coats latex enamel L. Concrete Masonry Units 1. Gloss: a. Flat 2 System: a. 1 coat latex block filler b. 2 coats latex finish M. Concrete Walls: 1. Gloss: a. Flat 2. System: a. 1 coat latex primer b. 2 coats latex finish N. Ferrous Metals: 1 Gloss: a. Semi 2. System: a. 1 coat rust -inhibiting primer b. 2 coats latex enamel O. Galvanized Metal: 1. Gloss: a. Semi 2. System: a. 1 coat galvanized metal primer b. 2 coats alkyd enamel END OF SECTION 2 3 PART 1 GENERAL 1.1 SUMMARY SECTION 10 2113 TOILET COMPARTMENTS A. Provide toilet partitions and screens. 1.2 SUBMITTALS A. Product Data: Submit manufacturer's product data and installation instructions for each material and product used. B Shop Drawings: Submit shop drawings indicating material characteristics, details of construction, connections, and relationship with adjacent construction. C. Samples: Submit two representative samples of each material specified indicating visual characteristics and finish. Include range samples if variation of finish is anticipated. 1.3 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver. handle. and store materials in accordance with manufacturers instructions. PART 2 PRODUCTS 2.1 MATERIALS A Toilet Compartments: 1. Compartments: Floor -anchored, overhead braced. 2. Screens: Wall -hung. 3. Style: Maximum privacy style. 4 Material: Stainless steel. a. ASTM A 666, Type 304 stainless steel. No. 4 bright, directional polish. PART 3 EXECUTION 3.1 INSTALLATION A. Install materials and systems in accordance with manufacturer's instructions and approved submittats. Install materials and systems in proper relation with adjacent construction and with uniform appearance. Coordinate with work of other sections. B. Limit openings between panels, doors and pilasters to less than 112". C. Adjust hardware, clean, and protect work. END OF SECTION SECTION 10 28 13 TOILET ACCESSORIES PART 1 GENERAL 1,1 SUMMARY A Provide toilet, bath and laundry accessories. 1.2 SUBMITTALS A- Product Data: Submit manufacturer's product data and installation instructions for each material and product used B. Shop Drawings: Submit shop drawings indicating material characteristics, details of construction, connections. and relationship with adjacent construction. 1.3 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers. which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions PART 2 PRODUCTS 2.1 MATERIALS A Toilet and Bath Accessories: 1. Accessory: Paper towel dispensers. 2. Accessory: Toilet tissue dispensers, double roll. 3. Accessory: Waste receptacles. 4. Accessory: Combination towel dispenser/waste receptacle units. 5. Accessory: Multipurpose units. 6. Accessory: Grab bars. 7. Accessory: Soap dispensers. wall mounted. 8. Accessory: Seat cover dispensers. 9. Accessory: Undercounter lavatory pipe guards. 10. Accessory: Electric hand dryers. 11. Finish: Stainless steel. PART 3 EXECUTION 3.1 INSTALLATION A Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems in proper relation with adjacent construction and with uniform appearance. Coordinate with work of other sections. B- Restore damaged finishes and test for proper operation. Clean and protect work from damage. END OF SECTION SECTION 10 44 00 FIRE PROTECTION SPECIALTIES PART 1 GENERAL 1.1 SUMMARY A. Provide fire extinguishers, cabinets and accessories. 1.2 SUBMITTALS A. Product Data: Submit manufacturer's product data and installation instructions for each material and product used. B Shop Drawings: Submit shop drawings indicating material characteristics. details of construction, connections, and relationship with adjacent construction. 1.3 QUALITY ASSURANCE A. Comply with governing codes and regulations Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. B. Standards: UL and FM listed products, NFPA 10. C. Regulations: ADAAG. PART 2 PRODUCTS 2.1 MATERIALS A. Fire Extinguishers: 1. Type: Per project requirements. 2. Rating: Sized for project requirements. 3. Public Area Mounting: Cabinet mounted. 4 Service Area Mounting: Metal brackets. B. Cabinets: 1. Mounting: Semi -recessed. 2. Trim: Trimless. 3. Doors: Aluminum, clear anodized finish. 4. Door Style: Full -glass panel. 5. Accessories: a. Glass breaker or fire handle. b. Signage. PART 3 EXECUTION 3.1 INSTALLATION A. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems in proper relation with adjacent construction and with uniform appearance. Coordinate with work of other sections. B. Install fire extinguishers in mechanical and service areas with wall -hung brackets at locations and heights indicated and acceptable to authorities having jurisdiction. C. Install fire extinguishers in cabinets in public areas plumb and level at heights acceptable to authorities having jurisdiction. D. Restore damaged finishes. Clean and protect work from damage. END OF SECTION SECTION 26 510 INTERIOR LIGHTING PART 1 GENERAL 1.1 SUMMARY A. Provide interior lighting. 1.2 SUBMITTALS A. Product Data: Submit manufacturer's product data and installation instructions for each material and product used. B. Shop Drawings: Submit shop drawings indicating material characteristics, details of construction, connections, and relationship with adjacent construction. C. Operation and Maintenance Data: Submit manufacturer's operation and maintenance data, including operating instructions, list of spare parts and maintenance schedule. 1.3 QUALITY ASSURANCE A Comply with governing codes and regulations. Provide products of acceptable manufacturers. which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver. handle, and store materials in accordance with manufacturer's instructions. B. Compliance: NFPA 70 "National Electrical Code." PART 2 PRODUCTS 2.1 MATERIALS A. Interior Lighting: 1 Application. Locations indicated. 2 Sustainable Design: Utility efficient equipment and fixtures. 3. Components Suitable for service. a. Fluorescent Fixtures: UL 1570. ballasts, UL 935, energy saving. b. High Intensity Discharge (HID) Fixtures: UL 1572, ballasts. UL 1029. C. Incandescent Fixtures: UL 1571. d. LED Fixtures: UL 844. e. LED Light Source: UL 8750. f. Fixtures for Hazardous Locations: UL 844. g. Track Lighting Systems: UL 1574. h. Exit Signs: UL 924, self -powered battery type and luminous source type. j. Emergency Lighting Units: UL 924. I. Emergency Fluorescent Power Supply: UL 924. k. Lamps: ANSI Standards, C78 series. I Suspended Fixture Support Components: Stem, rod. and hook hangers. PART 3 EXECUTION 3.1 INSTALLATION A. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials in proper relation with adjacent construction and with uniform appearance for exposed work. Coordinate with work of other sections. Provide proper clearances for servicing. B. Maintain indicated fire ratings of walls, partitions, ceilings and floors at penetrations. Seal with firestopping to maintain fire rating. C. Test all systems for proper operation Label circuits in electrical panels. D. Restore damaged finishes. Clean and protect work from damage. E. Instruct Owner's personnel in proper operation of systems. END OF SECTION SECTION 28 31 00 FIRE DETECTION AND ALARM PART 1 GENERAL 1.1 SUMMARY A. Provide fire detection and alarm systems. 1.2 SUBMITTALS A. Product Data: Submit manufacturer's product data and installation instructions for each material and product used. B. Shop Drawings: Submit shop drawings indicating material characteristics. details of construction, connections. and relationship with adjacent construction. 1. Shop drawings shall be prepared and stamped by a qualified engineer licensed in the jurisdiction of the project. C. Warranty: Submit manufacturer's standard warranty. Include labor and materials to repair or replace defective materials. D. Operation and Maintenance Data: Submit manufacturer's operation and maintenance data, including operating instructions, list of spare parts and maintenance schedule. 1.3 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers. which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. B. Compliance: NFPA 70, 71, 72, 72E, 72G. 72H, PART 2 PRODUCTS 2.1 MATERIALS A. Fire Detection and Alarm Systems: 1. Application: Locations indicated. 2. Sustainable Design: Utility efficient equipment and fixtures. 3. Signal Transmission Hard -wired individual circuits. 4. Audible Alarm Indication: Horns, bells, and voice alarm messages. 5. Interface: Smoke removal systems, smoke dampers, air handling units control. 6. Components: Suitable for service. a. Manual Pull Stations: Double -action type. metal or plastic. b. Smoke Detectors: UL 268, self -restoring type with visual indicator. C. Thermal Detectors: Fixed -temperature and rate -of -rise type. d. Flame Detectors: Ultraviolet type with delay. e. Fire Alarm Bells: Electric vibrating under -dome type. f. Fire Alarm Horns: Electric vibrating polarized type. g. Visual Alarm Devices: Dual -voltage strobe lights. h. Voice/Tone Speakers: UL 1480 type. j. Fire Fighters Telephones: Handset with supervised communication lines. I. Device Location -Indicating Lights. System -voltage -indicating light. k. Magnetic Door Holders: Wall or floor mounted type. I. Fire Alarm Control Panel: UL 864. M. Graphic Annunciator: LED indicators on graphic building floor plan. n. Transmitter: Auto -dialer type. 0. Emergency Power Supply: Battery operated, 24-hour operation capacity. P. Line -Voltage and Low -Voltage Circuits: Solid copper conductors, color -coded. q. Conduit. Rigid steel, hardened, fire -rated. PART 3 EXECUTION 3.1 INSTALLATION A Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials in proper relation with adjacent construction and with uniform appearance for exposed work Coordinate with work of other sections. Provide proper clearances for servicing. B. Comply with National Electrical Code and building code requirements. Maintain continuity of circuits required to supply new or existing equipment in service. C. Provide core drilling as required for new work. D. Conceal conduit to the greatest extent practical. E. Center ceiling -mounted elements in center of ceiling tiles as applicable. F. Maintain indicated fire ratings of walls, partitions, ceilings and floors at penetrations. Seal with firestopping to maintain fire rating. G. Test all systems for proper operation. Label circuits in electrical panels. H. Restore damaged finishes. Clean and protect work from damage. I. Instruct Owner's personnel in proper operation of systems. END OF SECTION 4 5 6 7 BUILDING CODE ANALYSIS OCCUPANCY LOAD ANALYSIS BREAKDOWN OCCUPANCY LOAD ANALYSIS AREA A BREAKDOWN OCCUPANCY LOAD ANALYSIS AREA B BREAKDOWN OCCUPANCY LOAD ANALYSIS AREA C ALLOWABLE OPENINGS FOR AREA SEPARATION WALL BETWEEN AREA A AND AREA B OCCUPANT LOAD CALCULATIONS: AREA A = 31783 SQ. FT. AREA B = 23422 SQ. FT. AREA C = 6998 SQ. FT. BUILDING OCCUPANCY "M" FT./ SQ. FT./ SQ. FT./ SQ. FT./ TOTAL LENGTH OF AREA SEPARATION WALL BETWEEN AREA A AND AREA B = 1�73'-0" ALLOWABLE AREA JUSTIFICATION GROUP M OCCUPANCY TYPE VVIASQ. USTI GROUND FLOOR LOAD FACTOR OCCUPANTS GROUND FLOOR LOAD FACTOR OCCUPANTS GROUND FLOOR LOAD FACTOR OCCUPANTS GROUND FLOOR LOAD FACTOR OCCUPANTS OPENINGS OF THE A.W.W. BETWEEN AREA A AND AREA B CANNOT EXCEED 25/0 ALLOWABLE AREA SQ. FT. ON STORY BUILDING FULLY SPRINKLERED 1. SALES AREA (9270+16129) SQ. FT. 25399/30 924.2 OCCUPANTS 1. SALES AREA (9270) SQ. FT. 9270/30 309.3 OCCUPANTS B1. SALES AREA (16129 SQ. FT.) 16129/30 537.6 OCCUPANTS C1. DAIRY PREP (124 SQ. FT.) 124/200 0.6 OCCUPANTS THEREFORE: 8,000 SQ. FT. X 3 = 24,000 DQ. FT. 2. HOT DELI (1812 SQ. FT.) 5226/200 26.1 OCCUPANTS 2. HOT DELI (1812 SQ. FT.) 3131/200 15.6 OCCUPANTS B2. PRODUCE PREP (484+1487) SQ. FT. 1971/200 9.8 OCCUPANTS C2. WALK-IN/STOCK ROOM/LOADING 4919/300 16.3 OCCUPANTS SEPARATION ON 2 SIDES W/SMALLEST YARD 46-0" MEAT PREP (470 SQ. FT.) MEAT PREP (470 SQ. FT.) SEAFOOD PREP 173' X 25% = 43.25' MAX. ALLOWABLE LENGTH FOR THE OPENINGS PRODUCE PREP (484 SQ. FT.) BAKERY (470 SQ. FT.) B3. FUTURE IN STORE UNITS 1045/30 34.8 OCCUPANTS ALLOWABLE INCREASE FOR YARDS: SEAFOOD PREP (1487 SQ. FT.) TOTAL PROVIDED OPENINGS OF THE A.S.W. BETWEEN AREA A AND AREA B: (46-20) X 1.25 % = 32.5% DAIRY PREP (124 SQ. FT.) 6'-0" + 1 V-0" + 1 V-0" + 15'-0" = 43'-0" < 43.25' OK THEREFORE MAXIMUM ALLOWABLE AREA 3. OFFICES (566+120+80+107) SQ. FT. 863/100 8.6 OCCUPANTS 3. OFFICES (566+120+80+107) SQ. FT. 863/100 8.6 OCCUPANTS B4. BACK OF HOUSE AREA 3946/100 13.1 OCCUPANTS 24,000 X 1.325 = 31,800 SQ. FT. 4 LUNCH ROOM (433 SQ. FT.) 433/15 28.8 OCCUPANTS 4 LUNCH ROOM (433 SQ. FT.) 433/15 28.8 OCCUPANTS TOTAL SQ. FT. OF BUILDING 74,478 SQ. FT. 5 LOCKER ROOMS (102_102) SQ. FT. 204/50 4.0 OCCUPANTS 5 LOCKER ROOMS (102_102) SQ. FT. 204/50 4.0 OCCUPANTS AREA A = 321, 783 < 31, 800 SQ. FT. 6. CUSTOMER SEATING (660 SQ. FT.) 660/15 44 OCCUPANTS 6. CUSTOMER SEATING (660 SQ. FT.) 660/15 44 OCCUPANTS TOTAL GROUND FLOOR OCCUPANTS 16.9 OCCUPANTS 7. FUTURE IN STORE UNITS (1555 SQ. FT.) 1655/30 55.1 OCCUPANTS 1655/30 55.1 OCCUPANTS TYPE VN 8. BACK OF HOUSE (14331 SQ. FT.) 14332/300 47.7 OCCUPANTS 8. BACK OF HOUSE (5466 SQ. FT.) 5466/300 18.2 OCCUPANTS ALLOWABLE AREA=8,000 SQ. FT. EXIST WIDTH CALCUALTION TOTAL GROUND FLOOR OCCUPANTS 11138.6 OCCUPANTS TOTAL GROUND FLOOR OCCUPANTS 448.5 OCCUPANTS TOTAL GROUND FLOOR OCCUPANTS 595.3 OCCUPANTS ON STORY BUILDING FULLY SPRINKLERED A. LINEAR FEET OF EXIT WIDTH REQUIRED: 16.9 X .02/12 = 0.2 FT. 8,000 SQ. FT. X 3 = 24,000 DO. FT. B. LINEAR FEET OF EXIT WIDTH PROVIDED 15 FEET NO YARD OR ONE SIDE SEPARATION, NO INCREASE ALLOWED EXIST WIDTH CALCUALTION EXIST WIDTH CALCUALTION EXIST WIDTH CALCUALTION C. NUMBER OF EXITS REQUIRED: 1 EXISTS A. LINEAR FEET OF EXIT WIDTH REQUIRED: 1138.5 X .02/12 = 18.9 FT. A. LINEAR FEET OF EXIT WIDTH REQUIRED: 448.5 X .02/12 = 7.4 FT. A. LINEAR FEET OF EXIT WIDTH REQUIRED: 595.3 X .02/12 = 9.9 FT. D. NUMBER OF EXITS ROVIDED: 2 EXITS MAXIMUM ALLOWABLE ARE: 24,000 SQ. FT. B. LINEAR FEET OF EXIT WIDTH PROVIDED 23 FEET B. LINEAR FEET OF EXIT WIDTH PROVIDED 15 FEET B. LINEAR FEET OF EXIT WIDTH PROVIDED 16 FEET C. NUMBER OF EXITS REQUIRED: 4 EXITS C. NUMBER OF EXITS REQUIRED: 2 EXITS C. NUMBER OF EXITS REQUIRED: 3 EXITS AREA B = 23,796 < 24,000 SQ. FT. D. NUMBER OF EXITS ROVIDED: 4 EXITS D. NUMBER OF EXITS ROVIDED: 2 EXITS D. NUMBER OF EXITS ROVIDED: 3 EXITS AREA C = 6,998 < 24,000 SQ. FT. AREA D = 11,325 < 24,000 SQ. FT. 8 9 10 11 12 13 14 15 16 iOf" a A J MA99V� °�,99� RANCH MARKET B at Edmonds 22511 Highway 99 Edmonds, WA 98026 C dalm"11111140-lu W11111, CO. 603 Stewart Street suite 610 Seattle, washington 98101 206.466.5239 p 206.713.4076 m D ksmith@smithco.org http://www.smithco.org/ Architect Registration 6294 REGISTERED E ARCHITECT KEITH L. SMITH STATE OF WASHINGTON F Consultant RESUB 4/16/2021 CITY OF EDMONDS G DEVELOPMENT SERVICES DEPARTMENT Consultant Registration u Issues and Revisions No. Date Issues 1 11.28.20 PERMIT K L M Project Name Project Number 02016063.01 N Description EGRESS/NOTES Computer File G-1.4.DWG Scale AS NOTED Template All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned 0 by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. Giiiiiiiiiiiiif 1 ■ 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 n N. C �I� E F G J �►i L M link 790.26' NO- 55'30"W- - ---- — — — -- -- — - NEW 5PEEDBUMPS NEW 5PEEDBUMP5 6A5 METER - I rr-I 1/2- 194�=b!I :2o I, V2' 23.35' N1 °03'16"VW NOT PART / 1 SA 5N b �� ✓/y 5N-d8 `� d a o o� OF TH 15 % / a I SN-19 � � IFS � R10. � .� P6GT / / 6 1, c /?9'6 5N 14 SN-18 / Jco BOOS, / STING o� EUIL,DING o 9 o o� /Oi 4 C a C o ' 7 2q .3 o o p 0 N IL 00 O 1 18 5N-15 / z � N 0 o F -- / / R=12'10" � �� � — � p SITS 'ORMJIO SITE PLAN KEYNOTES/ �F xi, R =10' N , d 91�22 I 5N-0l NEW LOADING DOCK. SEE SHEET I/A2.2 /4�'6• o 18 I 5N-02 TRASH COMPACTOR od o . EXISTING �'► - SN-03 NEW TRASH ENCLOSURE. SEE DETAIL I/A2.1 / -n EXISTING CONCRETE 51DEWALK AND APRON TO BE REMOVED NEY�I SN-05 EXI5TIN6 FENCE TO BE REMOVED j o •—_ ° ° " ___ ._ SN-06 EXI5TIN6 LIGHT POLE TO BE RELOCATED 5N-07 RELOCATED LIGHT POLE / o� AID ^ 5N-18 5N-08 CART RETURN PARKING AREA 2111,E NEW RAW. REMOVE EX15TING ASPHALT RAMP 5N-10 EXISTING BOLLARDS TO BE REMOVED NUMBER OF PARKING PROP0 44g5 5N-II EXISTING WALL TO BE DEMOLISHED 5N-12 NEW ACCE551BI E ROUTE FROM STREET TO BUILDIN6 SIDEWALK �4�{ !N N , � ) - 20 5N-13 NEW LANDSCAPE AREA PER LANDSCAPE DRAWINGS. (TYPICAL) `�' ���� SN _ NUMBER OF PARKING REOUIR W ( ANCH T) 26C? - 5N-14 RE5TRIPE EXISTING PARKING AND DRIVE AISLE MARKIN65 74 SN-15 EXI5TIN& POLE MOUNTED FIXTURE5 ON 3'-0" CONCRETE BASE. (TYP. A9 0_0101N) �� R_10' R=10' — NUMBER OF PARKING REQUIRED (RITE AID) _ SN-Ib EXI5TIN6 DRIVEWAY 5N-Il POINT OF BE&NNIN6 - 15,313 132.15 N 1' 11�b2' IN LANDSCAPING AREA PROP05ED 5N-18 LINE OF EXI5TING PLANTING AREA 76TH AVE. DATE O3 SN-fa NEW MONUMENT 516N UNDER SEPARATE PERMIT CSN-20 EXI5TIN& 516N SN-21 NEW EXTRUDED CONCRETE CURB. SEE DETAIL l/A2.1 5N-22 NEW DRIVEWAY PER 5TAN12ARD DETAIL E2.21 5N-23 NEW CONCRETE CURB 4 &UTTER 4 7' 5IDEWALK PER STANDARD DETAIL E2.13 NOTES: SITE PLAN I. EXTRUDED CONCRETE CURB AND STRIPING RADIUS TO BE 2'-0", UNLE55 NOTED OTHERA15E •� SCALE: I/30'Au F 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 ® A r N%& A V 9 9 /V 091 RANCH MARKET B at Edmonds 22511 Highway 99 Edmonds, WA 98026 '9��opia Co 603 Stewart Street suite 610 Seattle, washington 98101 206.466.5239 p 206.713.4076 m D ksmith@smithco.org http://www.smithco.org/ Architect Registration 6294 REGISTERED E ARCHITECT v � KEITH L. SMITH STATE OF WASHINGTON F Consultant RESUB 4/16/2021 CITY OF EDMONDS G DEVELOPMENT SERVICES DEPARTMENT Consultant Registration IM J Issues and Revisions No. Date Issues 1 11 28 20 PERMIT K L M Project Name Project Number02016063.01 T Computer File G-1.5.DWG Scale AS NOTED Template All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned 0 by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 A T 2 3 4 5 6 7 8 9 10 11 12 13 14 15 350 -0" 01 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 10 r- -1 F'� F'� r-, r__l r- -1 r- A __J 1==� L__ V. - BB 9 21 24 13 f JJ(D 2v��M zpfv PUTER o 0 0 X�o �LLUI 151 OOM W Wd' XJW OFFICE I C E G H J K L M N U 21 145 w W COMPRNG EXISTING 0 ESSOR SSOR STORAGE 22 STOCK AREA 22 ROOM ROOM 10 153 142 0 0 PHONE — ROOM — DAIRY W. I. F. 143 O O IRY PRE D AIRLOCK 20 O Do — 15 E.P. E.P. E.P. E.P. E.P. E.P. E.P. — O O O — 144 O 1 3 154 F LOADING / EXIT 0 HALLWAY W ANITOR 0 19 W RECEIVING A EA 133 137 ROOM MIN � � 34 135 � SEAFOOD PREP. _ 132 EQ. ROOM — � + — ® 113 SEAFOOD W. I. F. SEAFOOD W. I. C. _ 124 123 10 / MEC. 155 PRODUCE W. I. C. O _/ g MEAT W. I. F. ® MEAT W. I. C O ROOM LUNCH ROOM rr--- 2' 136W/H Q122 141 WOMEN 157 163 / _ 00 MEAT PREP. o DAIRY W. I. C. If _ MEN HALLWAY W/" 25 PROD CE PREP. � / N \ ________ __ ® LIVE SEAFOOD = as 1 8 �g N J 131 IIIIIIIHII�I III IIIIIIIIIII �IIHIHIHII�I I�IIHIHIH II�IIHIHIHII�I III IIIIIII III III IIIIIIIIII III III IIIII II IIII IIIIIIIIIII III III III 1 \ 174 _ — SIEAFIOIOIDIIIDIEIPARTMENT 121 HOT DELI W. I. F. ® / \\ MEAT DEPARTMENT BFT 6FT 6FT ® X J r �r�r ' PRODUCE MULTI -DECK PRODUCE MULTI -DECK III SEAFOOD MULTI -DECK SEAFOODIMULTI-DECK REACHIN GLASSSEAFOOD GLASS SEAFOOD GLASSSEAFOOD SEAFOOD SEA ODDDISPLAV 16' IIII 8' 8' 12' 12' L �� - DISPLAY DISPLAY DISPLAV DISPLAY DISPLAY / FROZEN MEAT MEAT DISPLAY MEAT DISPLAY MEAT DISPLAY III MEAT MULTI -DECK O O O — — — — ——�AULr_C-sK — — --L — — JL — — — — — — — — — — J EXIT 12'— IV] a r- DWI ELr- SELF- sELr- Seer- ME TFOOD CASE MEATF OD CASE SHNN FISH 3HµEKLFISH SHµEKIFISH SHELLFISH SHNNLFiSH L JL J 8 159 8 173 12 W 148 2 r 5 5 5 5 5 5 III 5 5 5 5 5 5 LLWAY \ HOT DELI W. I. C. CORRIDOR S \ DO r _ _ Jul161 N.I.C. DELI END N MEN WOMEN , UNIT o 20'REFRIGERATED DISPLAY CA 5 RETAIL STORE J PRODUCE ISLAND 5 DE I CASE 101 I I � � — — �_ 101 _ _ > " W L ITI FERAL SAl�Esr ITI ITI ITI ITI l� 5 GIN RAL sAL sT ITI ❑ ❑ I Q LOCKER LOCKER — I��I��I—ICI—I��I�TI�� �—�—I�NCI—° — — —� — II II -I -I 5� L I LU IN L �J DRY STORAGE II I I I F I I I I I I I I I I I I I I I I I I I I I I I I I I I I I —�� I___ I L�� I I I I I N i _ _ REFRIGERATED + + -+ + + I�+ I�+ I L�� — L — I�+ + I oPRODUCE ISLAND 5OL- — PRODUCE DEPARTMENT �� L0J 1 �� 6 1 6❑ I �� �� LT{ 6 1 1 DISPLAYCASEDELI ENDI 175 O 5 N L-- 5 JUICE BAR AREA a DTI w w l LU �cn W ;III I I I I I �I N T�� I� �I I� �,I O o l l Q ININI ININI I �� Of L� gI0 I0 0 0 0 5 ° 172 w fn rn fn LL. O m O O O O w w °o Y Y gIg gIg gIg gIg o 0 0 0 ° w z z z z 4 4 4 gIg gIg gIg gIg z L o ° ®■ HOT -DELI KITCHEN WI W IO OI IO OI I0 01 IO OI I❑ ❑ ❑ 0 0 11 0 0 Q Q z z °z z z z z z O O O O z z z z = y z 7 12' I I — g g l g g l z g l g Z 0 0 0 0 0„ „„ 0 w 0 C7 DAIRY CASE o REFRIGERATED O O O O U = 0 f Y PRODUCE ISLAND 5 LU 9 W w I�I E. ITI I_"I"I I_"I�I Ial�l I_�I�I IN I_ a_ I�I I_ w o IIII I_`+� I_�`- +- +- +- +- L -- +- +- N Q co I� w I I h T1 to _I_�I I_�I I_�I I_�I ICI I_�I L __ I_I I_�I ICI ��5 DE I CASE I I — ■ PRODUCE ERAND 5 L— —J L—J L J L—J L—J L—J L—J L—J L—J L--J L--� L—J L—J L---J L— I I � II 184 D L----- ---J B KERYSALES ® ® N 102 oT�S 7 CONCOURSE 7 7 7 7 7 2 0\ — — — r--- ---� — — — --� — r— — — r — — — — — — — — N.I.C. 0 20'REFRIGERAT D \/ � I PRODUCE ISLAND � II � �I II I �� I � I I � � I � � I � I� I I r � I i � 2 I UNTL II III r—� r—� r—� rI—� r—� r—� _ 181 N RESTAURANT L — — — — — — — — — J �� BAKERY KITCHEN I Q I II r- � r- r- I r- � r- � r- � �>� � o II " II F II F 3 I N Y I i L �w.T. L-4� �5 - 6 17 L-8-i �9� L-1� L11 L-1� L°��T 182 - - — — — — — — — — — — — — — — — — — — — -- =- �__ 7 BAKERY PACKAGEDICE / /%�----- — Y C. FREEZER // W.I. Exlr L/ � L N 46' PR UCE PALLET DISPLAY a FUTURE o L J J 183 O IN STORE UNIT C — — — — — — �� — — — — — r — — LU Y — 2 O — 2 ®— BAKERY — IIF- II I�ImI i -1 N.I.C. \ REFRIG. OI RES UN �URANT FUTURE 147 I I I I I I I I FUTURE j l j IN STORE UNIT E IN STORE UNIT D Exlr 103 163 FUTURE O CUSTOMER ACCOUNTANT IN STORE UNIT B O ------J SERVICE / 0 ROOM -----_ J L-------J N LL------- J L J — __J L------- J II II — II II li II II II II ft—— iI — — — — — II— — — — — — — — — — L --J L-------J J I I I I I I I I I I I I II II II II II II II II II II II II II II II II II II II I 1e I I Ili Ili Ili III I I L------- III-------J iIi iIi Ili I II II II II II II II II II II II II O II II II II II II II II II II II II II II II II II II II II II II II II O II II II II II II II II N II II II II II II II II I I I I I III III I I I I III III III I 104 ENTRANCE/ EXIT — II II II II II II II II LANDSCA E AREA II II II II II II II II II II II II II II II II II II II II N.I.C. N.I.C. N.I.C. N.I.C. N.I.C. EXIT EXIT N.I.C. N.I.C. N.I.C. N.I.C. N.I.C. UNIT IF IL UNIT J III UNIT I III UNIT H UNIT G RETAIL STORE UNIT E III UNIT ID III UNIT C III UNIT B III UNIT A O RESTAURANT RETAIL STORE RETAIL STORE RETAIL STORE 14 RETAIL STORE RETAIL STORE RETAIL STORE RETAIL STORE RETAIL STORE IIII Ili I II II II 6, II II II IIII II II II II II II II II II II II II II II II II II II II II II II II II II II II II Ili iIi iIi Ili Exlr EXIT Ili iIi iIi Ili — 4 — 11 2 3 4 5 6 7 9 10 12 13 KEYNOTES NO. DESCRIPTION Ei REMOVE SHORT WALL FOR NEW REFRIGERATED CASE TILE TO BE REMOVED COOR INATEEMOVE SWITH OWNER CASEWORK AND EQUIPMENT REMOVE EXISTING WALLS REMOVE EXISTING BAKERY SOFFITS Q ❑5 REMOVE EXISTING REFRIGERATED CASES s0 REMOVE ALL AISLE FIXTURES Q REMOVE ALL CHECKOUT FIXTURES s0 REMOVE ALL PLUMBING FIXTURES AND FINISHES PARTITIONS AND FLOORING BUILDING NOTE: ALL GLAZING TO BE TEMPERED GLASS. 14 15 16 1 DEMOLITION PLAN - SCALE: 3/32"=1'-0'I NORTH 17 18 + 12 A *?4V991 RANCH MARKET B �� at Edmonds 22511 Highway 99 Edmonds, WA 98026 C W� 09. 603 Stewart Street suite 610 seattle, was hington 98101 206.466.5239 p 206.713.4076 m D ksmith@smithco.org http://www.smithco.org/ Architect Registration 6294 REGISTERED E ARCHITECT s KEITH L. SMITH STATE OF WASHINGTON F Consultant RESUB 4/16/2021 CITY OF EDMONDS G DEVELOPMENT SERVICES DEPARTMENT H Consultant Registration Issues and Revisions No. Date Issues 1 118880 PERMIT D1 K C L Project Name Project Number 02016063.01 N Description DEMOLITION PLAN Computer File D1.0.DWG Scale AS NOTED Template All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned 0 by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith Co. Ilc. 19 D160 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 A 1 2 3 4 5 6 7 8 9 350 -0" C E r G H J K L M N 10 11 12 13 14 15 '1 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" KEYNOTES NO. DESCRIPTION '� EXISTING ACT CEILING TO REMAIN, REPLACE BROKEN TILES AND DAMAGED TILES - PAINT BLACK r2l REMOVE ALL EXISTING LIGHTING SURFACE MOUNTED AND RECESSED EXISTING ACT CEILING TO REMAIN, REPLACE BROKEN TILES AND DAMAGED TILES - PAINT BLACK Q REMOVE EXISTING BAKERY SOFFIT 2 3 4 5 6 7 9 10 12 13 14 15 16 0 0 N co I N N T) 0 N I 0 N 0 0 N 1 DEMOLITION LIGHTING PLAN - SCALE: 3/32"=1'-0" NORTH 17 18 12 A v�99,v RANCH MARKET B at Edmonds 22511 Highway 99 Edmonds, WA 98026 C . — co o 603 Stewart Street suite 610 Seattle, washington 98101 206.466.5239 p 206.713.4076 m D ksmith@smithco.org http://www.smithco.org/ Architect Registration 6294 REGISTERED E ARCHITECT KEITH L. SMITH STATE OF WASHINGTON F Consultant RESUB 4/16/2021 CITY OF EDMONDS G DEVELOPMENT SERVICES DEPARTMENT H Consultant Registration Issues and Revisions No. Date Issues 1 11,28,20 PERMIT D1 K C L Bl IM Project Name Project Number02016063.01 Description DEMOLITION CEILING N Computer File D2.0.DWG Scale AS NOTED Template All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned 0 by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. 19 D22 0 19 V 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 350 -0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" [_� " FYI r- _A M — 18 19 21 24 13 EXIT EXIT Q J EXIT O c7 U L)152 z0� COMPUTER 0 B o o x�UO �w� 151 ROOM j WWI J W W W co EXISTING EXISTING OFFICE 0 21 145 COMPRESSOR STORAGE N 22 STOCK AREA 22 ROOM ROOM 10 e e EP 02 0 o 142 — — — A5. — — — — — L DAIRY W. I. F. LPA 0 0 - 01 2D I I I 5WT IRY PR I I I I I I I I I E) A5.0 00 D AIR LOCK 15 E.P. E.P. E.P. E.P. E.P. E.P. E.P. O O K2 IIIIIIIIIIIIII _ 13 e 1.5'X4' 1.5'X4' 115413 144 x IIIIII e 1.5' X 4' 4 W. O e 4 EXIT O HALLWAY , 1 W RECEIVING G AREA N 133 137 t ' O 4 W 0M SEAFOOD PREP. 132 EQ. ROOM+ _ x _ SEAFOOD W. I. F. SEAFOOD W. I. C. _ ' 124 123 NNINIIN,IoNININ ` MEC. 155 II 113 0 Ml ■ 5ROOM LUNCH ROOM rr RODUCE W. I. C. MEAT W. I. F. o MEAT W. I. C. 13s IIIAQU RIUM 15 � W/H 1 0 e / ' MEAT PREP. OMEN MEN ILLY112 STEAMER IIIIIIIIIIIII BWT (h � 'IIIII NDAIRY W. I. C. � H D 25 PROD CE PREP. o _J / N ____ _�z:�:_ _ __ LIVESEAF OD ===W.T._ 12— _--______ _-----__—= — (N) ADA-------------- ---- 174 — SEAFOOD DEPARTMENT — COUNTER ^� ' MEAT D PARTMENT / HOT DELI W. I. F. / _-- BF sFr sFT AQUARIUM AQUARIUM AQUARI M ARIUM AQUARIUM I 1O O ' I E G H J K L M N U REAtHIN GLASS SERF OD GLA SEAFOOD GLASSS FOOD. — _ I ' / OY SPLAV DISP V DISPLAY DI LAYL7ZI EXI ` 1 aLF N EELF- sENrAI ° (N) 'M MD ) 8' MEAT MD ) 8' AT MD (N) ADA (N) MEAT D (N) 8' MEA D (N) M�A7M A 12'PRODUCE 12'PRODUCE SEA OD 12-S O 159 A sNELLFISN SNEUFISN T�isH sRELLFisx CUSTOMERS VICE N) 12' EAT M (N) 12' MEAT MD TANK � � � C�INTER � LL AY � � 173 12 W 148 12 - rt HOT DELI W. I. C. CORRIDOR — _ _ _ — _ — — — —2"1 2s'- s' o" 1 g'-s„ 20' 8» — —I ey- II \ (N) SEAFOOD ISLAND CASE (N) SEAFOOD ISLAND CASE (N) MEAT ISLAND CASE / ( ) MEAT ISLAND CASE 15 I PALLET DISPLAY ALLET DISPLAY ANT,BE � ANT,BE NTz,G ANT PO R FOR � xT2,o AN, ,o xT2,o B ANT ,B G AN B NT ,G 0 DEMONSTRATIONS) 162 161 I N.LC. ➢, LNd ��Ne G,z3�, G, 3Nr UNIT M ..,��— . __ . .,,..." _ .. B, �Ne zLNd �. _._ . _. NaLN 2. l .e..,. ... .._ R I " Illlllloll ....... sB„Ne sB«Ne MEN WOMEN RETAIL STORE U 10 LOCKER LOCKER 10I EMON TRATI o ) GE E A S GENERALS ES / S — — — — — — — — — — I � W. 6'— 6 —0 Lc) n o > REAC IN DR 3 R ACH I R 176 m I oa i I i i � I � I I � i ,� DRY STORAGE I o I H1 I I I I I I i D I IIIIII jRNE LINE LINE -LINE LINE -LINE °R ECE / / X x o MODL LINE— F INE I 1.5'X4' F_ F_ / )11 Q`Q Q`Q QIQ Q`Q Q'Q Q'Q Q `Q QI o Q`Q QIQ Q Q QgQ o 175 4•W.T. O I o� N PRODUCE DEPARTMENTO O O O O O O.O O O O. O O O O O O O O O O O O O — I 0a0 0a0 0,0 010 0(0 0a0 0a0 0a0 0 0 00 010 AlOi�ErAJrATZt7 o o� W —111 PRODUCE , / Z`Z Z`Z Z°Z / Z?Z Z°Z ZIZ Z`Z Z`Z Z`Z Z•Z Z Z Z Z I o — HPBLE NN°o»°E PN°NE°E PN°o»°E NNENE LINE NE LINE LINE R 1 —3" i i �' �' i �' (D i �' �' (�' �' �' �' i�' �' i �' �' i �' �' i �' (D cD I I I I I I MODULEAa °°° E PRODUCE PR oROIL, I I I I i IT . v I v I I I I 0 I 0 0 v. 'v ° v (�- ��OI D I T TABLE TABLE TABLE ABLEa E TABLEDOLE TABLE TABLE — — — — 172 RNE i o 97" 4'-5 Ia 1 HOT -DELI KITCHEN Q cj Q W Lu LU Lu III Ln O I I I 6 E E I E 00 i I 0 of N O 0 3 R°E°° Mao EcE LINE M°oo E Moo E° N I I a o , / - � ®� ,� O I III III N a N Qo OLD E NNE NE i€ i i€ i i € i i€ i NunEE (.'ORNE J N N 9 / d d I I / / � o 3 / / w — [- - — — — a — — — I� — a $ i S a P S N I I I7L 3 p B I LL I B, � 6 � — � I I NNE NNE NNE NNE RN �� EE ODULE MOUE °E I IN �;oENE°E CEPREUC°REA IN D 3 ACH I D 184 III N1 TABLE oCORNER BAKERY SALES � mo I I Qo 102 I II I N I I � o f I o 71j I CONCOURSE 8'11 I / BAKEI;V OVEfy PROOFER y N.I.C. +C. ❑ sad EmE GaPuv cuss a r 181 RESTAURANT I /�ARERY KITCHEN 5'X4' 5'X4' O N s ➢UJulINK H.S. �..B ®R 1 1 1 74 P CKAGE ICE / � � e e [] . I XIT 46' PRODUCE PALLET DI LAY z 2-mw BV v w R is TOLE I I o N 8 N STORE UNIT C �� 3 I FUTUREI L_-� BAKERY O Cal — 24%24 VGPX y% VGPo( 30 2 4DtK � 3-CGNP SINK — (� ABLE N.I.C. �� ACE G.ASSRRETRffi ��II RFACHIN 54 R R ➢OD2 VR 15P RE N.I.C. I \ I EFT T64S ..SPLAY ITT T ➢ISPLPY SFT iN i OIS A111 UN�TK I ,—,—,—,—,-- — ,--- — — — ---------------------- REST URANT �����— — — — — �� I 147 II FUTURE FUTURE / I IN STORE UNIT E IN STORE UNIT D EXI Ln 1 � - 103 163 FUTURE I ---0 — — — — — — ,— — — — — — — ,—,—,—— --<— — �---I--- �------------------------------ - --8LW&ME-R- fe11 06Uffilo"T---'"MF�IJIQrT1r--- -- {�------- — —�r� —�---I--� — — O 0 SERVICE / 2 ROOM L ______J L_______J o 011 iIi iIi II III I I I I IIIII III I U Al.l ii II ill II AREA OF WORK L I� II I I I I I I II II II II II II II II II II II II II II II II II II II II II II II II � � III iIi III iIi I II II II II O II II II II II II II II II II II II II II II II II II II II II II II II O IIII II II II II II II N II II II II II II II II II II II II II II III III III III 10 � III III III jj II II II ENT CE/ EXIT II II II II II II LAN DSCA E AREA II II II II II II II II II II II lilt ii II Il II II II II II N.LC. II II ll II N. C. III N.I.C. III N.I.C. III N.I.C. III UNIT F EXIT EXIT N.I.C. III N.I.C. III N.I.C. III N.I.C. N.I.C. UNIT J UNIT I UNIT H UNIT G RETAIL STORE UNIT E I I UNIT D UNIT C UNIT B UNIT A O RETAIL STORE RETAIL STORE RETAIL STORE RESTAURANT a RETAIL STORE RETAIL STORE RETAIL STORE RETAIL STORE RETAIL STORE II II II � � II II II II - II II II II II L, � � II II II II � II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II iIi III III iIi EXIT EXIT 1 iIi III III iIi 1 FLOOR PLAN - SCALE: 3/32'11'-0" r-----------------------------------------------------— --- --------------I All Racking, display and service counters to be NORTH AREA OF WORK ! anchored to prevent displacement. Verify with Inspector which need to be inspected. I I � ------------------------------------------------------------------------' A M - *?4V991 RANCH MARKET B �� at Edmonds 22511 Highway 99 Edmonds, WA 98026 K2 C so 603 Stewart Street J1 suite 610 Seattle, washington 98101 206.466.5239 p 206.713.4076 m D ksmith@smithco.org http://www.smithco.org/ Architect Registration 12 6294 REGISTERED E ARCHITECT s KEITH L. SMITH STATE OF WASHINGTON I H1 F Consultant H RESUB 4/16/2021 CITY OF EDMONDS G DEVELOPMENT SERVICES DEPARTMENT H J Consultant Registration Issues and Revisions D1 No. Date Issues 1 11,2B,20 PERMIT K C L 0 M Project Name Project Number 02016063.01 Description FLOOR PLAN N Computer File A1.O.DWG Scale AS NOTED Template All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned 0 by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. 1 2 3 4 5 6 7 9 10 12 13 14 15 16 17 18 %E n C R E r G H J K L 1Tl N 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 3 4 5 6 7 8 9 10 11 12 13 14 15 III 15I>> �_k UL_; 1 11 �=p 157 163 O112 O 6'W.T. MEAT PREP. N DAIRY W. I. C. HALLWAY w/H X PRODUCE PREP. STEAMER wuuuu J ' O J / \ LIVE SEAFOOD = \ 6'W.T. Ll [IJ 174 Q 1 4' — 4" (N) AD ER SERVICE W4D O EAFIIII DEPARTMENT COUNTER /MEAPARTMENT HOT DELI W. I. F. e 6 FT 6 FT 6 FT AQUARIUM AQUARIUM AQUARIUM PIQUARIUM AQUARIUM O O 50A 50A 55 55 REACHIN GLASS SEAFOOD GLASS SEAFOOD GLASS SEAFOOD 001 / 73 73 73 73 73 001 62 O7 DISPLAY DISPLAY DISPLAY DISPLAY �� 55 55 SELF- SELF- SELF- SELF- SELF- (N) 8' MEAT MD (N) 8' MEAT MD (N) 8' EAT MD (N) ADA (N) 8' MEAT MD (N) 8' MEAT MD (N) 12' M�ATMP 12' PRODUCE 12' PRODUCE 12' SEAFOOD 12' SEAFOOD CONTAINED CONTAINED CONTAINED CONTAINED CONTAINED to ® SHELLFISH SHELLFISH SHELLFISH SHELLFISH SHELLFISH CUSTOMER SERVICE (N) 12' MEAT MD (N) 12' MEAT MD 159 A HALLWAY 173 74 TANK K TANK TANK TANK COUNTER " 12 45 " 26'-5" 6'-0" 19'-6" �-- HOT DELI W. I. C. W 19'-6" 26'-5" 11 r O O II \ 20'-8" N MEAT ISLAND CASE (N) MEAT ISLAND CASE 52 84 83 W 50A A4.0 AHT185 AHT165 r HT210 M .. AHT 10 '^ AHT210 HT210 .,....,.,AHT 10 .... (POWER FOR i F 83 83 DEMONSTRATIONS) 162 161 3 OlZ1Htl OL 1Htl OLZ1Htl CLZ1Htl Ol 1Htl - ,r ... ....,.,_,.. ,..._.. , ...,., ,..,-e � 'O II II II I II II II I II fi«Htl RL1Htl MEN WOMEN 101 84 LOCKER LOCKER l0 7 ILOCKERS LOCKERS O J DEMONSTRATIONS) GENERA ALES o N — — — 00 1 00 GENERAL SALES — 84 84 83 3 LO 03 zo 50A 6 g 54A 54A 3 REACH IN DR 3 REACH IN DR zo A4 3 176 O DRY STORAGE I ODU6E PR DUCE PRODUCE PRODUCE PRODUCE IL' �V99,� RANCH MARKET B 12 at Edmonds 22511 Highway 99 Edmonds, WA 98026 JL C NM 603 Stewart Street suite 610 Seattle, washington 98101 TABLE TABLE TABLE TABLE TABLE TABLE TABLE ❑ W MODULE MODULE MODULE MODULE MODULE MODULE MODULE F 84 _ O U CORNER IN -LINE IN -LINE IN -LINE IN -LINE IN -LINE CORNER 84 i I X 206.466.5239 p O PRODUCE PRODUCE PRODUCE PRODUCE PRODUCE PRODUCE PRODUCE J _ b 206.713.4076 m Q TABLE TABLE TABLE TABLE TABLE TABLE TABLE Qa I I I I I I I I I I I I I I MODULE MODULE MODULE MODULE MODULE MODULE MODULE g 1 111 10__A`S_ RN - - - INE - - NE T T T T T T T T T T I T T T T T T T 1.5'X4' 3 H 1 a 50A —Q" I_ F_ O 7 I� I` OO I� I` OO I� I� OO I� I` OO I� I� O 7 O I� I� 7 O I� I` O ❑ _ O D N } } I 1 Aw ksmith@smithco.org m r 111 54A 54A QIQ QIQ QIQ QIQ Q Q QIQ Q .Q QIQ QIQ QIQ Q i Q QIQ 175 4 WT http://www.smithco.org/ PRODUCE DEPARTMENT 00 00 00 00 00 00 00 00 00 00 00 00 _ �i� Dim �I� �i0 AID 010 I�I� I�I� �I� 84 �I� AID j ���� LLLC.EBARAR,EA.� 6 I I I I I I I I i ! — zlz zlz t 1 O z.z z.z z.z z.z z.z z.z z.z z.z z.z z.z W HPRODUCE PRODUCE PRODUCE PRODUCE PRODUCE PRODUCE PRODUCE _ Architect Registration �PCRo BLE TABLE TABLE TABLE TABLE TABLE TABLE 84 I 84 84 I 84 III H H n DULE E E MODULE //II�''� //�� ��II�� //�� //II�� //�� //II�� //II�� ��II�� ��II�� ��II�� ��II�� //�� //II�� //�� //II�� //�� //II�� //�� //II��MODULE MODUL MODUL MODULE MODULE — V V V V 0 0 0 <J (D <J tJ V V V V V V V V VRNER IN -LINE IN -LINE IN -LINE IN -LINE IN -LINE CORNE 12' 3" O - C7 C� C� C7 - A430I�IIIIIIII�I���ZBLEUCE TABLEUCE PRODUCE PRODUCE TABLEUCE TABLEUCE PRODUCE (N) 12' COLD DELI `\\� o CV r 9,-7„ PRODUCE PRODUCE PRODUCE PRODUCE PRODUCE TABLE MODULE TABLE MODULE TABLE MODULE TABLE MODULE TABLE MODULE IN -LINE IN -LINE IN -LINE IN -LINE CORNER PRODUCE PRODUCE PRODUCE PRODUCE PRODUCE TABLE MODULE TABLE MODULE TABLE MODULE TABLE MODULE TABLE MODULE IN -LINE IN -LINE IN -LINE IN -LINE CORNER J a ❑ W J J � a W U O 50A PRODUCE PRODUCE PRODUCE PRODUCE PRODUCE TABLE TABLE TABLE TABLE TABLE a MODULE MODULE MODULE MODULE MODULE CN IN -LINE IN -LINE IN -LINE IN -LINE CORNER PRODUCE PRODUCE PRODUCE PRODUCE PRODUCE TABLE TABLE TABLE TABLE TABLE MODULE MODULE MODULE MODULE MODULE IN -LINE IN -LINE IN -LINE IN -LINE CORNER 0 L) Do � N a. 00 a. 50A 52 W U 0 0 50A z EXIT 46' PRODUCE PALLET DISPLAY is I I 147 O 0 ry 0 N.I.C. UNIT J RESTAURANT I 1 ENLARGED FLOOR PLAN - SCALE: 1/8"= 1'4' 54A 54A 4—m—I �IIII�I�pl,�aa �IIII�I I.�I■�VII��I� f �I �IIII�I�I LO (N) SEAFOOD ISLAND CAE 01 ( ) ALLET DISPLAY PALLET DISPLAY 83 ,s 83 IIII I IIII��I�.I I® �I■�IjIlE�1�1��111,1l��■I� , I. �I■®I'lil��l��711I1���l�i �I ��IIII�I�IIII�I� yIIIIIIIIIIIm-ill,�h 1pc�l� Ille��l�lii�� co 102 IIII o CONCOURSE III 18 1g 18 18 18 18 FI 18 18 O ]] 2 m® m® m ® m® m® m® E \\F. PACKAGEDICE FREEZER FUTURE IN STORE UNIT C II II II II II II II II II II II 11 II II II II II II II II II II II 11 II II II 11 II II I 11 II IL--------JIL--------JI II L-------------------� III III II II II II II II II II II II — II II II III III II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II III I I II II II II II II II II II II N.I.C. N.LC. UNIT I RETAIL STORE UNIT H .I. ,I, RETAIL STORE 11 11 11 11 L / 11 11 11 11 I I I III \ 1 FUTURE FUTURE IN STORE UNIT E IN STORE UNIT D EXIT I I II I II II II I II II II li II II II II II II II II II II II II II IL --- _____JL--------JI L---------]IF---------J II II II II II II II II II II 01 02 II II II A4.4 A4.4 II II II II II II El 04 II ENTRANCE/ EXIT II II II li II II II II II II II II II N.I.C. N.I.C. UNIT F EXIT EXIT UNIT G j j RETAIL STORE tt RETAIL STORE ,a II II II II II II 03 II II I I I I A4.4 II II II III III EXIT EXIT tt ,a sa N 172 L)�® ` 0 i HOT -DELI KITCHEN 1 N i 84 I 84 J O u E I I 01 Q O F �o I r A4.3 U) O I $ Cl)L7 FO o G 1� 02 1 �I A4.3 O o 6294 REGISTERED ARCHITECT s � KEITH L. SMITH STATE OF WASHINGTON i —o Nco F 3 REACH 14 DR EH Consultant 184 � I� BAKERY SALES ° 84 0 RESUB 01 e 5 4/16/2021 O r 1.5' X 4' BAKERY OVEN PROOFERIq x CITY OF EDMONDS 3fi o G DEVELOPMENT 1 SERVICES DEPARTMENT O S1 SANE DISPLAY GAL3S DISPLAY 117 ]4B I I Li 81 646 6,-D. CAKE fi4 6'-0" WE IPJ BAKERY KITCHEN 30 1.5' X 4' 1.5' X 4' RIDBSRMIER Sj Y-RD7t PiR6fi 10 10 _ 10 U1ttAHOR 3fi 2-4mR R.DAW FS DUMP SINK H.S. �'acxNE ES1 45 $ 3] 3 5 90 BBA ]4B 7 BAKERY E 1 I e V 90AW.I.C. 02 v�ro m= r i ntce0 O A4.1 D.ry.z� � 60B OVEN gg � ® 7 u 3 31A 31 PREP- REP -SINK W DP REF. §5 30XTABLE RK � 203 O 183 BAKERY E H 24X24 W RK 30X72 WORK 3, 2 WORK 31A 31 3-COMP SINK TAELP TABLE ABLE 37 37 37 3-DOOR REACHIN Z# 'R"R REACHIN S4 3-➢OOR WORKTOP REF, SFT TOAST DISPLAY SET TOAST DISPLAY SET TOAST DISPLAY 38 38 GLASS REFRIG O FREEZER 11 CD II II II II II II II II II 11 103 163 11 II II FUTURE 1 1 I I 01 I I I I I I CUSTOMER ACCOUNTANT II II IN STORE UNIT B SERVICE/ Oz ROOM ---I A2.0 IL--------JL-------- J 130o I I------------ ---� III L---------,I----------� I II II I II II II II II I II II II II II II II II Consultant Registration 7 II II D 1 II III II II II II II II II II I L--------J L---------J I I I I I I II II II II II II II II II II II II II II II II II II II II I� �I� III III J II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II Issues and Revisions Ot0 No. Date Issues II II II II 1 11,28,20 PERMIT II II II II II II II II N.I.C. N.I.C. N.I.C. N.I.C. N.I.C. UNIT E UNIT D UNIT C UNIT B UNIT A K RETAIL STORE I� RETAIL STORE RETAIL STORE RETAIL STORE RETAIL STORE II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II III III III III — B II Racking, isplay and service counters to b anchored to prevent displacement. Verify with Inspector L which need to be inspected. � I NORTH L_ — - — - — " — " — " — . — . — . — . — . — . — . — " — " — - — - — - — " — - — - — - — - — " — - — - — - — - — " — " — - — - — - — " — " — - — . — - — - — - — - — .I CASE AND COOLER EQUIPMENT SCHEDULE ITEM DESCRIPTION SUPPLY INSTALL ITEM DESCRIPTION SUPPLY INSTALL ITEM DESCRIPTION SUPPLY INSTALL ITEM DESCRIPTION SUPPLY INSTALL ITEM DESCRIPTION SUPPLY INSTALL ITEM DESCRIPTION SUPPLY INSTALL ITEM DESCRIPTION SUPPLY INSTALL BY BY BY BY BY BY BY BY BY BY BY BY BY BY O POS SYSTEM MANUFACTURER: DELL OWNER OWNER 64A MIXER STAND MANUFACTURER:ADCRAFT OWNER GC 74 ICE ONLYMERCHANDISER MANUFACTURER:----- OWNER GC © PRODUCE DISPLAY BIN MANUFACTURER:ALCO DESIGNS OWNER GC 80B 60 WORKTOP REFRIG. COLD TABLE MANUFACTURER: TRUE OWNER EC 38 16 GA STAINLESS STEEL WORKTABLE MANUFACTURER:REGENCY OWNER GC 110 3-DOOR REACHIN FREEZER MAN UFACTURER:TRAULSEN OWNER EC MODEL: OPTIPLEX GX260 MODEL: ------ MODEL: ----- MODEL: BLW108-AM MODEL: TWT60 MODEL: 600TS3072S MODEL: G31310 O SCANNER MANUFACTURER: METTLER TOLEDO OWNER GC 73 FROZEN FOOD: MULTI -DECK MEAT/DELI MERCHANDISERS MANUFACTURER: HILL PHOENIX OWNER RC 55 REFRIG MEAT/SEAFOOD MULTI -DECK MANUFACTURER: ----- OWNER GC 18 CHECK STAND END DISPLAY MANUFACTURER: ----- OWNER GC 74B 2-DOOR UNDERCOUNTER REFRIG. MANUFACTURER: BEVERAGE-AIRE OWNER EC 38A 16 GA STAINLESS STEEL WORKTABLE MANUFACTURER: CUSTOM OWNER GC 31 O 3-COMP SINK W/ 2 DRAINS BOARDS MANUFACTURER: NSF OWNER PC MODEL: ----- MODEL: 05M-NRG MODEL: ----- MODEL: ----- MODEL: UCR34 MODEL: 30X60 MODEL: NSFB-260-24L-12/12 11 CHECK STAND MANUFACTURER: KILLION INDUSTRIES, INC. OWNER GC 83 FROZEN FOOD: WIDE ISLAND FROZEN W/END CAP MANUFACTURER: AHT OWNER RC 45 SHELL FISH TANK MANUFACTURER: ----- EXISTING EXISTING O COMPACT SCALE W/PRINTER MANUFACTURER: ----- OWNER OWNER 64A REFRIG SERVICE BAKERY MANUFACTURER: ----- OWNER RC 38B 16 GA STAINLESS STEEL WORKTABLE MANUFACTURER: CUSTOM OWNER GC 31A KITCHEN FAUCET MANUFACTURER: FISHER OWNER PC MODEL: ----- MODEL: ----- MODEL: ----- MODEL: ----- MODEL: ----- MODEL: 30X48 MODEL: 60143 11A CHECK STAND LIGHTS MANUFACTURER: ----- OWNER GC 84 FROZEN FOOD: REACH -IN MERCHANDISERS MANUFACTURER: ----- OWNER RC 44 LIVE FISH TANK MANUFACTURER: ----- EXISTING EXISTING 97 3-COMP SINK W/ 2 DRAINS BOARDS MANUFACTURER: ----- OWNER PC 165 MICROWAVE OVEN MANUFACTURER: AMANA OWNER OWNER 90 DROP -IN HAND SINK MANUFACTURER: KROWNE OWNER GC O 3-DOOR REACHIN GLASS REFRIGERATOR MANUFACTURER: TRAULSEN OWNER EC MODEL:----- MODEL: ----- MODEL: ----- MODEL: ----- MODEL: RCS10DSE MODEL: HS-1615SS W/WELDED SPLASH GUARDS MODEL: G32010 0* 11 B CHECK STAND ADA LIGHTS MANUFACTURER: ------- OWNER OWNER 88A UNDERCOUNTER ICE MACHINE MANUFACTURER: MANITOWAC OWNER PC/EC 001 ADA COUNTER MANUFACTURER: ----- GC GC 104 KITCHEN FAUCET MANUFACTURER: FISHER OWNER PC 70 COFFEE BREWER MANUFACTURER: BUNN OWNER OWNER 90A O FAUCET MANUFACTURER: BY SINK SUPPLIER OWNER GC 80 O 3-DOOR WORKTOPREFRIGERATOR MANUFACTURER: TRUE OWNER EC MODEL: ------ MODEL: UYFO140 MODEL: ----- MODEL: 60143 MODEL: 278000009 MODEL: ----- MODEL: TWT-72-ADA-HC 37 BAKERY BREAD TOAST RACK MANUFACTURER: ----- OWNER OWNER 34 BAKERY CASHIER COUNTER MANUFACTURER: ----- OWNER GC 54A REFRIG. DAIRY/DELI CS -CLOSE MANUFACTURER: ----- OWNER RC 169 BAKERY DECK OVEN - 2 PAN/3 DECK MANUFACTURER: CAPTIVE-AIRE OWNER PC /EC 36 BAKERY BREAD ISLAND DISPLAY MANUFACTURER: CUSTOM OWNER OWNER 35 DROP -IN SINK MANUFACTURER: REGENCY OWNER GC 62 REFRIG. SERVICE MEAT MANUFACTURER: ----- OWNER EC MODEL: ----- MODEL: ----- MODEL: ----- MODEL: WALL-EHB MODEL: ----- MODEL: 60OD111824 MODEL: ----- 64 20 QT MIXER MANUFACTURER: GLOBE OWNER EC 117 SNEEZE GAUARD MANUFACTURER: ----- OWNER GC 50A REFRIG. PRODUCE WALL CS -LOW FRONT MANUFACTURER: ----- OWNER RC 941 TYPE II EXHAUST HOOD MANUFACTURER: ABS OWNER MC /EC 45 TONG AND TRAY MANUFACTURER: CUSTOM OWNER OWNER 35A FAUCET MANUFACTURER: BY SINK SUPPLIER OWNER GC MODEL: SP20 MODEL: ----- MODEL: ----- MODEL: 283 MODEL: 283 MODEL: ----- O GROCERY GONDOLA MANUFACTURER:LOZIER OWNER GC 10 TV MONITORS MANUFACTURER:SAMSUNG OWNER GC 52 REFRIG. PRODUCE ISLAND END CS MANUFACTURER:----- OWNER RC 174 SINGLE RETARDER PROOFER MANUFACTURER:BAXTER OWNER PC /EC 174 SINGLE RETARDER PROOFER MANUFACTURER:BAXTER OWNER PC /EC 203 ISLAND MERCHANDISER MANUFACTURER: EXCELLENCE INDUSTRIES OWNER GC MODEL: ----- MODEL: H5003 MODEL: ----- MODEL: RPW1S MODEL: RPW1S MODEL: HR-18 H M Project Name Project Number 02016063.01 Description ENLARGED PLAN N Computer File A1.1.DWG Scale AS NOTED Template All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned 0 by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. 2 3 4 5 6 7 9 10 12 13 14 15 16 17 18 19 �"I& 99 RANCH MARKET at Edmonds 22511 Highway 99 Edmonds, WA 98026 smith c�. 603 Stewart Street suite 610 Seattle, washington 98101 206.466.5239 p 206.713.4076 m ksmith@smithco.org http://www.smithco.org/ Architect Registration 6294 REGISTERED ARCHITECT KEITH L. SMITH STATE OF WASHINGTON Consultant RESUB 4/16/2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Consultant Registration Issues and Revisions No. Date Issues 1 11,28,20 PERMIT Project Name Project Number 02016063.01 Description ENLARGED PLANS Computer File A2.0.DWG Scale AS NOTED Template All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written Dermission of smith co. Ilc. A200 �"I& 99 RANCH MARKET at Edmonds 22511 Highway 99 Edmonds, WA 98026 smith c�. 603 Stewart Street suite 610 Seattle, washington 98101 206.466.5239 p 206.713.4076 m ksmith@smithco.org http://www.smithco.org/ Architect Registration 6294 REGISTERED ARCHITECT KEITH L. SMITH STATE OF WASHINGTON Consultant RESUB 4/16/2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Consultant Registration Issues and Revisions No. Date Issues 1 11,28,20 PERMIT Project Name Project Number 02016063.01 Description ENLARGED PLANS Computer File A2.1.DWG Scale AS NOTED Template All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written Dermission of smith co. Ilc. rmlllpz 6 N 4J 19 V C u E r G H J K L M N U 1 � 2 3 4 5 n n n C4 5 7 10� 11 12 69) 61-0 13 14 15 16 17 18 111 I 1 12 1 113 I 14 615 I I I I I I I I I 'I 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" �, 25'-0" , 25'-0" , 25'-0" , 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" �, 25'-0" I LIGHTING SCHEDULE LIGHTING SCHEDULE LIGHTING SCHEDULE TYPE SYMBOL QTY DESCRIPTION MANUFACTURER SPEC MOUNTING NOTES (REMARKS TYPE SYMBOL QTY DESCRIPTION MANUFACTURER SPEC MOUNTING NOTES (REMARKS TYPE SYMBOL QTY DESCRIPTION MANUFACTURER SPEC MOUNTING NOTES /REMARKS 10 8' LED ARCHITECTURAL SUSPENDED LINEAR HEIGHT FOLLOW PERMIT SET LINE VOLTAGE ADJUSTABLE PAR GIMBAL RING HEIGHT 12'-0"A.F.F. FOLLOW PERMIT SET HEIGHT AMERICAN LS -M -24 -BK -PS 14 - CONTACT : TUCKER KLISH V 10 COMMERCIAL STRING LIGHT SEE PLAN Wish @americanlighting com A 15'-0"A.F.F. M-4' 46 LIGHT @ CHECKSTANDS LED TRACK FIXTURE LIGHTING E26-WW , 303 .785 .5119 EX 3D-HE -835 VHO 8- CONTACT : NANCY RAMDON B 6 2X 4 ARCHITECTURAL RECESSED TROFFER SEE PLAN FOLLOW PERMIT SET M-8' 93 LINE VOLTAGE ADJUSTABLE PAR GIMBAL RING , 12'-0"A.F.F. FOLLOW PERMIT SET W 95 8' LED SUSPENDED DIRECT LINEAR LIGHT PINNACLE AC 120 ST-U-OL 1-1-0- 15'-0"A.F.F. CONNOLLY , LED TRACK FIXTURE GR GRAPHITE ) 99 ranchmarket @ needhamelectric com 781 .737 .1044 C 16 LED COVE LIGHT SEE ELEV FOLLOW PERMIT SET N 6 LINE VOLTAGE ADJUSTABLE PAR GIMBAL RING 10'-0"A.F.F. FOLLOW PERMIT SET . LED TRACK FIXTURE @SEAFOOD BARN LIGHT BLE-G-ASFC 10-105 - CONTACT : MICHAEL DOMINGUEZ D 148 6" DIA . LED RECESSED DOWNLIGHT SEE PLAN FOLLOW PERMIT SET Q 12 10" EHT FRONTIER LED ANGLE SHADE SIGN LIGHT ELECTRIC G 10 -105 -LED SEE ELEV . mdominguez @ light -ca .com , 16" EHT ASHLAND LED PENDANT LIGHT SEE ELEV . 310 .798 .0992 x132 CONTACT : MICHAEL DOMINGUEZ mdominguez @ light -ca .com H O 46 22 " LED ALUM . DOME HIGH BAY LIGHT 15'-0" A .F.F. FOLLOW PERMIT SET R O 32 BARN LIGHT BLE -C-WHA 16-LED YELLOW SHADE : 14 OTY ; BLACK SHADE : 18 QTY) ELECTRIC 310 .798 .0992 x132 2 3 4 5 0 7 10 12 13 14 15 16 17 18 D I D v V NORTH 12 #/ �� A *?4V991 RANCH MARKET B at Edmonds 22511 Highway 99 Edmonds, WA 98026 C g0coo 603 Stewart Street suite 610 Seattle, washington 98101 206.466.5239 p 206.713.4076 m D ksmith@smithco.org http://www.smithco.org/ Architect Registration 6294 REGISTERED E ARCHITECT s � KEITH L. SMITH STATE OF WASHINGTON F Consultant RESUB 4/16/2021 CITY OF EDMONDS G DEVELOPMENT SERVICES DEPARTMENT Consultant Registration G H J Issues and Revisions No. Date Issues D1 1 11,28,20 PERMIT K C L 0 M Project Name Project Number02016063.01 Description REFLECTED CEILING PLAN N Computer File A3.0.DWG Scale AS NOTED Template All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned 0 by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. 19 A32 0 �"I& 99 RANCH MARKET at Edmonds 22511 Highway 99 Edmonds, WA 98026 ssith c*. 603 Stewart Street suite 610 Seattle, washington 98101 206.466.5239 p 206.713.4076 m ksmith@smithco.org http://www.smithco.org/ Architect Registration 6294 REGISTERED ARCHITECT ZEO L. SMITH LF WASHINGTON Consultant RESUB 4/16/2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Consultant Registration Issues and Revisions No. Date Issues 1 11,28,20 PERMIT Project Name Project Number 02016063.01 Description ENLARGED PLANS Computer File A3.1.DWG Scale AS NOTED Template All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written Dermission of smith co. Ilc. A30 I �"I& 99 RANCH MARKET at Edmonds 22511 Highway 99 Edmonds, WA 98026 ssith c*. 603 Stewart Street suite 610 Seattle, washington 98101 206.466.5239 p 206.713.4076 m ksmith@smithco.org http://www.smithco.org/ Architect Registration 6294 REGISTERED ARCHITECT ZEO L. SMITH LF WASHINGTON Consultant RESUB 4/16/2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Consultant Registration Issues and Revisions No. Date Issues 1 11,28,20 PERMIT Project Name Project Number 02016063.01 Description ENLARGED PLANS Computer File A3.2.DWG Scale AS NOTED Template All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written Dermission of smith co. Ilc. A302 �"I& 99 RANCH MARKET at Edmonds 22511 Highway 99 Edmonds, WA 98026 smith c�. 603 Stewart Street suite 610 Seattle, washington 98101 206.466.5239 p 206.713.4076 m ksmith@smithco.org http://www.smithco.org/ Architect Registration 6294 REGISTERED ARCHITECT s � KEITH L. SMITH STATE OF WASHINGTON Consultant RESUB 4/16/2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Consultant Registration Issues and Revisions No. Date Issues 1 11,28,20 PERMIT Project Name Project Number02016063.01 Description INTERIOR ELEVATIONS Computer File A4.0.DWG Scale AS NOTED Template All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written Dermission of smith co. Ilc. A42 0 1.1 C FBI E G H J K L 1Tl N 0 2 3 4 5 6 7 8 9 2 QICKIACC DON /I11C DOWCD r-DADuIr U N ICTnee DANTM CDADU1(` I N ICTORA DAInITCn 1 FRONT BAKERY ELEVATION SCALE: 3/8" = V-0" 1 /2 SIGNAGE REFER ' ±o" 3 BAKERY SECTION SCALE: 3/8" = V-0" 4 SEAFOOD ELEVATION SCALE: 1/4" = V-0" 3 4 5 6 7 ±o" _ 9 10 11 12 13 14 15 10 2 SIDE BAKERY ELEVATION SCALE: 3/8"= V-0" C011,F.C710N OF SFAMI.NSS S'I'RIPF.D'I'F.N71 RES GRAPHIC - G ISTOCKPHOTO.COM IMAGE ID: 991956938 (PRINT THE GRID CELL IN 6" x 6") G GRAPHIC G = PAINTED ►II � I � I�I GRAPHIC - H SHUTTERSTOCK.COM IMAGE ID: 731695387 H GRAPHIC H = PAINTED 12 13 Op GRAPHIC - J ISTOCKPHOTO.COM IMAGE ID: 964154494 J GRAPHIC J = PAINTED 14 15 16 17 18 19 GENERAL MATERIAL SCHEDULE FLOOR FINISH CONCRETE 1 POLISHED & SEALED CONCRETE A 'AMERIPOLISH', CLEAR COAT FINISH 4? 9 9 CONCRETE 2 POLISHED & SEALED CONCRETE 'AMERIPOLISH', COLOR : SURELOCK DYE -WALNUT CONCRETE 3 POLISHED & SEALED CONCRETE 'AMERIPOLISH', COLOR : SURELOCK DYE -MIDNIGHT BLACK IP -RETARDANT ING SRF ARMSTRO G',MODEL : SAFETY ZONE SHEET SRF 1 MOUNTAIN TOP 31507 V�99,� RANCH MARKET 0 �n SRF -2 ECOTONE 31503 B SRF -3 SMOKY 31501 at Edmonds QT 6" x 6" QUARRY TILE 'DAL TILE ', COLOR : ARID GRAY , MODEL : OQ42, OR EQUAL 22511 Highway 99 CONTACT : CHRISTINA REGAN , 909 .844 .7186 , christina .regan @ daltile.com g y T-1 12 " x 24 "PORCELAIN TILE FLOOR TILE Edmonds, WA 98026 'ARIZONA TILE ', MODEL : BASALTINA , COLOR : MID GREY CONTACT. ED AHRENS , 562 .896 .2832, eahrens @ arizonatile.com BASE FINISH C JL B.1 6" x 12" COVE BASE VM coo 'ARIZONA TILE ', MODEL : BASALTINA , COLOR : MID GREY CONTACT: ED AHRENS , 562 .896 .2832 , eahrens@arizonatile.com 603 Stewart Street B 2 4" BLACK VINYL BASE suite 610 Seattle, washington 98101 QT -B 6" QUARRY TILE COVE BASE 'DAL TILE ', COLOR : ARID GRAY , OR EQUAL 206.466.5239 p CONTACT: CHRISTINA REGAN, 909 .844 .7186, christina. regan @ daltile. corn 206.713.4076 m SS -B 6" STAINLESS STEEL BASE WALL FINISH D ksmith@smithco.org http://www.smithco.org/ SS STAINLESS STEEL PANEL SV 1 THIN BRICK VENEER WHITE W / MATCHING CORNER BRICK VENEER WHERE NECESSARY Architect Registration 'KONI BRICK', OLD CHICAGO, COLOR : BLANC T 2 3" x 6" CERAMIC TILE WHITE 'FLOOR & DECOR ' , MODEL:BRIGHT WHITE ICE SUBWAY, 914100887 , COLOR : BRIGHT WHITE, FINISH : HIGH GLOSS, PRESSED EDGE 6294 APPLICATION : SEE ELEVATION FOR TILE DIRECTION T 3 2" x 8" CERAMIC TILE LIGHT GRAY REGISTERED 'DALTILE ', MODEL : COLOR WHEEL COLLECTION- LINEAR E ARCHITECT COLOR: DESERT GRAY , X114 , FINISH: LIGHT POLISHED T 4 5" x 16 " MDF TILE PAINTED s '3 FORM ', MODEL : VERVE KEITH L. SMITH CONTACT : ERICA ROLIN , 323 .434 .2121, erica.rolin @3-form.COM STATE OF WASHINGTON PAINT COLOR : 'GLIDDEN ', ANTWERP BLUE , 30 BB 46 /421 T 5 3" x 6" GLASS TILE LIGHT GRAY 'ELEGANZA', MODEL: VETRO, GLV 3604 , COLOR: WINTER TAUPE APPLICATION: SEE ELEVATION FOR TILE DIRECTION CONTACT: NORMA HERRERA , 714 .502 .4019, norma@eleganzatiles.com T 6 6" x 6" CERAMIC TILE BLACK 'DALTILE MODEL : SEMI GLOSS & MATTE F COLOR: BLACK , K111 , FINISH : SEMI GLOSS Consultant T 7 6" x 6" CERAMIC TILE BROWN 'DALTILE ', MODEL: SEMI GLOSS & MATTE COLOR : ARTISAN BROWN, 0144 , FINISH : SEMI -GLOSS PLASTIC LAMINATE RESUB PL -1 'FORMICA', BLACKENED LEGNO F8848 -58 , MATTE FINISH 4/16/2021 PL 2 'FORMICA', WALNUT RIFTWOOD 9283 -NG , NATURAL GRAIN FINISH CITY OF EDMONDS DEVELOPMENT PL -3 'FORMICA ', OAK FIBERWOOD , 8913 -NG , NATURAL GRAIN FINISH G SERVICES DEPARTMENT PL -4 'WILSONART ', 5TH AVE . ELM 17966 K-12 , SOFTGRAIN FINISH PL -5 'FORMICA ', NATURAL ASH 18843 -WR , WOODBRUSH FINISH Consultant Registration PL 6 'WILSONART ', ANTIQUE LIMED PINE , Y0469 K-28 , STANDARD HPL FINISH PL -7 'WILSONART ', WHITEWASHED BRICK LANDSCAPE Y0681 -60 , MATTE FINISH PL -8 'FORMICA', CONCRETE FORMWOOD , 636 2-58 , MATTE FINISH H PAINT SEMI -GLOSS PAINT @ SERVICE AREA & RESTROOM PT 1 CEILING WALL PAINT GRAY BLACK 'DUNN EDWARDS', DE 6364 CAVERNOUS . FINISH : FLAT NOTE : EXISTING CEILING STRUCTURE TO BE PAINTED PT -2 LOW SHEEN PAINT MEDIUM GRAY 'DUNN EDWARDS ', DE 6369 LEGENDARY GRAY PT 3 LOW SHEEN PAINT LIGHT GRAY 'DUNN EDWARDS ', DE 612 STIEGLITZ SILVER PT -4 LOW SHEEN PAINT DEEP RED 'DUNN EDWARDS', DEA 154 RED REVIVAL I PT -5 LOW SHEEN PAINT YELLOW 'DUNN EDWARDS ', DE 5306 ORANGE DELIGHT PT 6 LOW SHEEN PAINT WHITE 'DUNN EDWARDS', DEW 341 SWISS COFFEE PT 7 CHALKBOARD PAINT 'RUST -OLEUM ', CHALKBOARD BRUSH -ON , COLOR : BLACK COUNTER TOP C 1 COUNTER SOLID SURFACE CUSTOMER SERVICE/ DELI COUNTER 'CAESARSTONE ', COLOR : LAGOS BLUE , 4350 J CONTACT: TODD CARPENTER, 818 .277 .3009 , todd .carpenter@ caesarstoneus.com C_2 COUNTER SOLID SURFACE SEAFOOD & BAKERYCOUNTER 'CAESARSTONE ', COLOR : GINGER , 4330 C 3 COUNTER SOLID SURFACE TENANT COUNTER 'CAESARSTONE ', COLOR : EMPIRA WHITE , 5151 Issues and Revisions COUNTER SOLID SURFACE TENANT COUNTER No. Date Issues C 4 'CAESARSTONE ', COLOR : PIATRA GREY , 5003 1 11,88,80 PERMIT C 5 COUNTER SOLID SURFACE TENANT COUNTER 'CAESARSTONE', COLOR : SYMPHONY GREY , 5133 DECORATIVE WALL FINISH K GRN -1 ARTIFICIAL BOXWOOD MAT LIGHT FENCE SCREEN ,MODEL :NATURAHEDGE ,STYLE :LONG STEM BOXWOOD CONTACT: DONOVAN donovan @ fencescreen. corn 888 .313 .6313 LVT LUXURY VINYL TILE 50105 COMBINATION OF BOTH COLORS MITER CUT @ CORNER 'PERGO', TIMBERCRAFT , COLOR : RECLAINED BARNWOOD LF 00900 'PERGO ', PORTFOLIO + WETPROTECT COLOR :WATERFALL OAK LF 00950 WD -1 1/2" x 3" WOOD STRIP WD _2 1" x 4 "WOOD TRIM WAINSCOTT OAK WOOD , STAINED 'OLD MASTERS ' DARK WALNUT L FWD -3 1 " x 1 "WOOD TRIM , PAINTED FT—_ 11 FWD-4 1" x4"WOOD TRIM , PAINTED PT-1 WD -5 2 x 2 WOOD TRIM , PAINTED PT -1 WD -6 2 x 9 WOOD TRIM , PAINTED PT -1 WD -7 3A x 12" PLYWOOD PANEL FWD -8 3/4" x 24" PLYWOOD PANEL M FWD -9 1/2" x 4"WOOD PLANK STRIP TENANT COUNTER , STAINED NATURAL MDMTL 1 CORRUGATED METAL PANEL 'AMERIMAX', MODEL: 4736011001 MTL 2 2" x 4" TUBE METAL, PAINTED PT -1 Project Name GL-1 1/2"TEMPERED GLASS CLEAR Project Number02016063.01 UPHOLSTERY Description INTERIOR ELEVATIONS UPH 1 BOOTH SEAT UPHOLSTERY N 'TRI -KES ', KING , COLOR : HAZY MIST UHN -KG -01 CONTACT : TINA CARRILLO, 310 .402 .4898, t.carrillo@tri-kes .corn Computer File A4.1.DWG GROUT GT-1 GRAY GROUT 'POLYBLEND', DOVE GRAY , #073 Scale AS NOTED GT -2 WHITE GROUT 'POLYBLEND ', SNOW WHITE , #11 TRANSITION TRIM Template All ideas, designs, arrangements, and plans ET 1 EDGE TRANSITION TRIM -TILE/CONCRETE FLOOR TRANSITION indicated or represented by this drawing are owned 'SCHLUTER ', RENO -RAMP O by and the property of smith co. Ilc and were created, ET 2 METAL EDGE TRIM 'SCHLUTER ', JOLLY -A 125 ACGB , BRUSHED CHROME evolved, and developed for use on and in Kfl connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. llc. 16 17 18 19 A42 I �"I& 99 RANCH MARKET at Edmonds 22511 Highway 99 Edmonds, WA 98026 ssith c*. 603 Stewart Street suite 610 Seattle, washington 98101 206.466.5239 p 206.713.4076 m ksmith@smithco.org http://www.smithco.org/ Architect Registration 6294 REGISTERED ARCHITECT ZEO L. SMITH LF WASHINGTON Consultant RESUB 4/16/2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Consultant Registration Issues and Revisions No. Date Issues 1 11,28,20 PERMIT Project Name Project Number02016063.01 Description INTERIOR ELEVATIONS Computer File A4.2.DWG Scale AS NOTED Template All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written Dermission of smith co. Ilc. �"I& 99 RANCH MARKET at Edmonds 22511 Highway 99 Edmonds, WA 98026 ssith c*. 603 Stewart Street suite 610 Seattle, washington 98101 206.466.5239 p 206.713.4076 m ksmith@smithco.org http://www.smithco.org/ Architect Registration 6294 REGISTERED ARCHITECT ZEO L. SMITH LF WASHINGTON Consultant RESUB 4/16/2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Consultant Registration Issues and Revisions No. Date Issues 1 11,28,20 PERMIT Project Name Project Number02016063.01 Description INTERIOR ELEVATIONS Computer File A4.3.DWG Scale AS NOTED Template All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written Dermission of smith co. Ilc. A40 3 �"I& 99 RANCH MARKET at Edmonds 22511 Highway 99 Edmonds, WA 98026 ssith c*. 603 Stewart Street suite 610 Seattle, washington 98101 206.466.5239 p 206.713.4076 m ksmith@smithco.org http://www.smithco.org/ Architect Registration 6294 REGISTERED ARCHITECT ZEO L. SMITH LF WASHINGTON Consultant RESUB 4/16/2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Consultant Registration Issues and Revisions No. Date Issues 1 11,28,20 PERMIT Project Name Project Number02016063.01 Description INTERIOR ELEVATIONS Computer File A4.4.DWG Scale AS NOTED Template All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written Dermission of smith co. Ilc. M F. C ■J E G H J K L 1Tl N 2 3 4 5 6 7 8 9 10 REAR GRAB BAR DEWOLLA AT 36 "A. F. F . OT PO OF GRIPPING SURFACE.CBC 1/4"KCIHTTRIANGLE SUPERIMPOSED ON1/4"KCIHT 11B-906.4 AND 12 "IN RETEMAID CIRCLE UNISEX TOILET SIGN 4'-0" COMPLY W I11 B-307.2.6.3 3'"0„ 4'-0" MIN. 1/4"KCIfNTMEN'S MOOR TRIANGLE 6" T-0" 2'-0" GRAB BAR WI CLEAR FLOOR SPACE SIGN MUST BE LARETALIUQE W/21" MIN. MIN. BACKING EDGES COMPLY W111B-307.7.2.6.1 o CENTERLINE OF NGIS _ �58"NIM. -06"MAX. h FLUSH HANDLE ON OPEN SIDE AT 44" r G 1 z z MAX.A.F.F.YLPMOC CENTERLINE OF W/11B-406.6 DOOR & NGIS - �114"KCIHTWOMEN'S MOORCIRCLE 19" MAX�i *GEOMETRIC RESTROOM DOOR SIGNS SIGN MUST BE21" NIDIAMETER SHALL COMPLY W /11 B-307.7.2.6 COMPLY W /11 B-307.7.2.6.2 17" MIN. L SEATS SHALL NOT EB SPRUNG TO 17" MIN. 16" MAX. RETURN TO A DETFIL POSITION. RESTROOM DOOR SIGN FLOOR MOUNTED TOILET -SIDE VIEW LAVATORY FLOOR CLEARANCE ADA ROOM IDENTIFICATION SIGN (1/4 "KCIHT ), COMPLY W/ Ll11 B-307.3 ,11 B-307.5 6URINAL FLUSHCONTROLS TO C DOOR MOUNTED 1/4" THICK MEN'S DNA w w WOMEN'S CIRTEMOEG SIGNS, YLPMOC WITH v 11 B-307.7.2.6 r MIRROR BY GC, F.C.I.( GC TO PROVII 3/8" PLYWD r r x a C LATCH SIDE FO DOOR ACCESSIBLE SIGNAGE jLAVATORY FAUCET TO COMPLY W /11 B-606.4 MIRROR I ZZ I I �z5 68" MIN. " MAX. KNEE CLEARANCE �lr MIN. 5 MAX. LAVATORY - MOUNTING HEIGHTS FLUSH HANDLE ON NEPOSIDE TA44"XAM.A.F.F COMPLY WI 11 B-406.6 ••� I mill fill ACCESSIBLE URINAL HAND DRYER / PAOS LAVATORY -FRONT VIEW -SIDE VIEW DISPENSER STANDARD ACCESSIBLE MOUNTING HEIGHTS AND CLEARANCES SCALE : N.T.S. CEILING ^T0 BE 10 RM 159 HALLWAY SCALE: 3/8"= V-0" CEILING TO BE LINtJ 2 RM 157 MENS RESTROOM ELEVATION SCALE: 3/8"= V-0" CEILING TO BE 2-STATION WALL -MOUNTED ROUND FEONT SINK 'SOLAN', ELRF-82000 SINK MATERIAL: 'SLOANSTONE' - MATRIX FROST (MFR) vLL B-1 T-$ ON SUPPLY AND DRAIN LINES 6 RM 158 WOMENS RESTROOM ELEVATION SCALE: 3/8"= V-0" 2 3 4 5 R F.C.1.C. T-7 PROVIDE DLYWD BACK'G. MEN TOILET fR11. EQUIFt-(ENT 5CHEDULE LOCATION MARK DESCRIPTION MANIIFAGTURERAIWEL REMARKS OA TOILET PAPER DISPENSER MANUFACTURER: BOBRICK MODEL: 8-2130 SURFACE MOUNTED (19" AFF.) ® GRAB BAR MANUFACTURER: BOBRICK SURFACE MOUNTED (33" AFF) MODEL: 15-5806 X 24" CO GRAB BAR MANUFACTURER: BOBRICK SURFACE MOUNTED (33" AFF.) MODEL: 8-5806 X 36' Op VERTICAL GRAB BAR MANUFACTURER BOBRICK SURFACE MOUNTED (33" AFF) MODEL: 8-5806 X 18 MIRROR MANUFACTURER BOBRIGK SURFACE MOUNTED, MIN SIRE: IS" X 36" MODEL: B-165 0 WATER CLOSET MANUFACTURER: MODEL: WALL MOUNTED, FLUSH VALVE O LAVATORY MANUFACTURER: SLOAN WALL, SURFACE MOUNTED MODEL: ELW-82000 QDRINKING FOUNTAIN MANUFACTURER WALL, SURFACE MOUNTED (BARRIER FREE HI/LOW) MODEL: JO URINAL MANUFACTURER: WALL, 5URFACE MOUNTED MODEL: KO SANITARY NAPKIN HOLDER MANUFACTURER BOBRICK WALL, SURFACE MOUNTED MODEL: 8-210 © PAPER TOWEL DISPENSER MANUFACTURER: BOBRICK WALL, SURFACE MOUNTED MODEL: B-262 I� BABY CHANGING STATION MODEL: T5100-URER. KOALA CARE WALL, RECESSED MOUNTED MODEL: KBI00-ST, COLOR GREY 0 AUTOMATIC HAND DRYER MANUFACTURER WALL, SURFACE MOUNTED MODEL: OO COUNTERTOPS MANUFACTURER MODEL: SOAP DISPEN MODEL: MANUFACTURE MO: WALL, SURFACE MOUNTED SEE ELEVATION FOR FIXTURE LOCATION GENERAL NOTES I. ALL TOILET PARTITIONS ARE TO BE STAINLESS STEEL, UNLESS OTHERWISE NOTED 2. PROVIDE FRT. WOOD BLOCKING IN WALL BEHIND ALL GRAB BARS, TYPICAL 3. ALL GYPBOARD TO BE FINISHED, SANDED, PRIMED AND READY FOR FINAL FINISHES 4. REFER TO DRAWING CS-02 FOR ALL RESTROOM DOOR SIGN46E AND SIGN DETAILS ACCES&RLTY SIGNS ANSI APPROVED E.S. PLASTIC NEMA RATED SELF EXTINGUISHING ADHESIVE MOUNTED 0 I LEVER `O HANDLE ALL SIGNAGE SHALL CONFORM WITH ADA 3. TYPE STYLE FOR LETTERS AND NUMBERS ACCESSIBILITY GUIDELINES: SHALL BE SANS SERIF OR SIMPLE SERIF. 1- LETTERS AND NUMERALS MUST BE 4. WORDS AND NUMBERS MUST BE CONVERTED RAISED 1/32" FROM SIGN SURFACE. INTO GRADE 2 BRAILLE, AND BE APPLIED 2. CHARACTER HEIGHT MUST BE AT TO SIGN. LEAST 5/8" BUT NOT EXCEED 2". 5. PICTOGRAMS SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW PICTOGRAM. 1. GRAB BARS 1-1/4"-1-1/2" DIAMETER MOUNTED 1-1/2" FROM WALL. BARS SHALL BE CAPABLE OF SUPPORTING 300 LBS. LIVE LOAD WITHOUT PERMANENT DEFLECTION. PROVIDE BLOCKING IN EXISTING WALLS AS REQUIRED. GRAB BARS TO WITHSTAND 250 LBF MIN. FORCE IN ANY DIRECTION. 2. FLOORS SHALL BE SMOOTH, HARD, NONABSORBENT SURFACE. 3. PROVIDE INTEGRAL SANITARY BASE EXTEND FLOORING UP 6" 4. DIMENSIONS, NOTES AND EQUIPMENT TYPICAL FOR ALL TOILET ROOMS UNLESS OTHERWISE NOTED. 5. NOT USED 6. GYPSUM BOARD APPLIED TO PLUMBING WALLS SHALL BE WATER- RESISTANT. 7. COMPLY WITH ADA REQUIREMENTS AND TAS REQUIREMENTS. RESTROOM P.-. CEILING TO BE PAINTED pT-1 P 6 PL-1 WOMEN 441110" S.S. PLATE LTEMPERATURE SHIELDING ON SUPPLY AND DRAIN LINES 3 RM 157 MENS RESTROOM ELEVATION SCALE: 3/8"= V-0" CEILING TO BE PAINTED PT-1 PL-1 PT-6 B-1 TEMPERATURE SHIELDING ON SUPPLY AND DRAIN I ITC 7 RM 158 WOMENS RESTROOM ELEVATION SCALE: 3/8"=1'-0" 6 7 8 4 RM 157 MENS RESTROOM ELEVATION SCALE: 3/8"= V-0" CEILING TO BE a co 8 RM 158 WOMENS RESTROOM ELEVATION SCALE: 3/8"= V-0" 9 10 11 12 13 14 15 16 17 18 19 RESTROOM MATERIAL SCHEDULE �jAr FLOOR I BASE FINISH 13 101 12" x 24" PORCELAIN TILE FLOOR TILE) A 'ARIZONA TILE ', MODEL : BASALTINA COLOR : MID GREY CONTACT : ED AHRENS , 562 .896 .2832 , eahrens @ arizonatile corn 341 ARIZONA COVE TILE BAMODEL : BASALTINA COLOR : MID GREY \ _ _ _ CONTACT : ED AHRENS , 562 .896 .2832 , eahrens @ arizonatile com , J 1 WALL FINISH /� / \� T_7 12" x 24" PORCELAIN TILE WALL TILE) VLF � / / ARIZONA TILE ', MODEL :FIND ,COLOR :CLAY v, 99 RANCH MARKET \ I� \ \/ CONTACT : ED AHRENS , 562 .896 .2832 , eahrens @ arizonatile corn V�V T 8 6" x 6" DECO TILE WALL ACCENT TILE) B L 'ARIZONA TILE ', MODEL : CEMENTINE BLACK AND WHITE , COLOR : B&W MIX - \\ _ / CONTACT : ED AHRENS , 562 .896 .2832 , eahrens @arizonatile corn at Edmonds GENERAL MATERIAL SCHEDULE ------ ------ 22511 Highway 99 -� - - - - - c �-H BASE FINISH Edmonds, WA 98026 6" x 12 " COVE BASE / \ 'ARIZONA TILE ', MODEL : BASALTINA , COLOR : MID GREY / \ CONTACT : ED AHRENS , 562 .896 .2832 , eahrens @ arizonatile com i �� -------- - -- --- -� B 2 4" BLACK VINYL BASE 158 ��o- - - - - - - QT _g 6" QUARRY TILE COVE BASE 603 Stewart Street p M � °2 157 � 1 �, 'DAL TILE ', COLOR :ARID GRAY , OR EQUAL suite 610 1 CONTACT : CHRISTINA REGAN , 909 .844 .7186 , Christina .regan @daltile .com Seattle, washington 98101 >< I/ P ALLSS B 6" STAINLESS STEEL BASE 206.466.5239 p /Os i >� iM E 206.713.4076 m - - CON CCA- WALL FINISH 04 / / \ \ �� SS STAINLESS STEEL PANEL D ksmith@smithco.org / SV 1 THIN BRICK VENEER WHITE )W/MATCHING CORNER BRICK VENEER WHERE NECESSARY http://www.smithco.org/ 'KONI BRICK ',OLD CHICAGO COLOR : BLANC co J�L I \ T_2 3" x 6" CERAMIC TILE WHITE ) OB 1 1 1 01 'FLOOR & DECOR MODEL : BRIGHT WHITE ICE SUBWAY , 914100887 Architect Registration L E -1 Ji t 11 COLOR :BRIGHT WHITE FINISH :HIGH GLOSS PRESSED EDGE APPLICATION : SEE ELEVATION FOR TILE DIRECTION >1 >< LO /\ \ V / T 3 2" x 8" CERAMIC TILE LIGHT GRAY ) D� 03� 'DALTILE MODEL : COLOR WHEEL COLLECTION - LINEAR 6294 - -- I COLOR : DESERT GRAY , X114 , FINISH : LIGHT POLISHED LL11C REGISTERED / TT T_4 5" x 16" MDF TILE PAINTED ) ARCHITECT '3 FORM ', MODEL : VERVE E CONTACT : ERICA ROLIN , 323 .434 .2121 , erica .rolin @ 3-form .COM 00 PAINT COLOR : 'GLIDDEN ', ANTWERP BLUE , 30 BB 46 /421 KEITH L. SMITH ® ( 1 T_5 3" x 6" GLASS TILE LIGHT GRAY ) STATE OF WASHINGTON N 'ELEGANZA ', MODEL : VETRO , GLV 3604 , COLOR : WINTER TAUPE APPLICATION : SEE ELEVATION FOR TILE DIRECTION CONTACT : NORMA HERRERA 714 .502 .4019 , norma @ eleganzatiles com 7'-7" 4'-Q" 7'-1„ T_$ 6" x 6" CERAMIC TILE BLACK ) 'DALTILE MODEL : SEMI GLOSS & MATTE 00 10 COLOR : BLACK , K111 , FINISH : SEMI -GLOSS - \ - / - - - - - 12 T_7 6" x 6" CERAMIC TILE BROWN ) F Consultant -1 'DALTILE MODEL : SEMI GLOSS & MATTE COLOR : ARTISAN BROWN , 0144 , FINISH : SEMI -GLOSS 159 PLASTIC LAMINATE RESUB F -1 PL -1 'FORMICA ', BLACKENED LEGNO , F 8848 -58 , MATTE FINISH HALLWAY[PL -2 'FORMICA ', WALNUT RIFTWOOD 9283 -NG , NATURAL GRAIN FINISH 4/16/2021 PL-3 'FORMICA ', OAK FIBERWOOD , 8913 -NG , NATURAL GRAIN FINISH DEV(� CITY E EPMENDS NT F1 - G SERVICES DEPARTMENT PL -4 'WILSONART ', 5TH AVE .ELM , 7966 K-12 , SOFTGRAIN FINISH 1 ENLARGED RESTROOM PLAN PL-5 'FORMICA ', NATURAL ASH , 8843 -WR , WOODBRUSH FINISH - SCALE: 3/8"=1'-0" Consultant Registration PL-6 'WILSONART ', ANTIQUE LIMED PINE , Y0469 K-28, STANDARD HPL FINISH NOTE: 'WILSONART ', WHITEWASHED BRICK LANDSCAPE ),Y0681 -60 , MATTE FINISH ALL DIMENSIONS SHOWN ARE EXISTING, U.O.N. PL 8 'FORMICA ', CONCRETE FORMWOOD 636 2-58 , MATTE FINISH PAINT SEMI -GLOSS PAINT (CD SERVICE AREA & RESTROOM ) H PT 1 CEILING I LLAW PAINT GRAY BLACK ) 'DUNN EDWARDS ', DE 6364 CAVERNOUS FINISH : FLAT NOTE : EXISTING CEILING STRUCTURE TO BE PAINTED PT -2 LOW SHEEN PAINT MEDIUM GRAY ) 'DUNN EDWARDS ', DE 6369 LEGENDARY GRAY PT 3 LOW SHEEN PAINT LIGHT GRAY ) 'DUNN EDWARDS ', DE 612 STIEGLITZ SILVER PT 4 LOW SHEEN PAINT DEEP RED ) 'DUNN EDWARDS ', DEA 154 RED REVIVAL 11 PT 5 LOW SHEEN PAINT YELLOW ) DUNN EDWARDS , DE 5306 ORANGE DELIGHT PT 6 LOW SHEEN PAINT WHITE ) 'DUNN EDWARDS ', DEW 341 SWISS COFFEE PT 7 CHALKBOARD PAINT 'RUST -OLEUM ', CHALKBOARD BRUSH -ON , COLOR : BLACK CEILING TO BE 12 CEILING TO BE PAINTED PT-6 COUNTER TOP 1-1/2"DIA. COUNTER SOLID SURFACE CUSTOMER SERVICE I DELI COUNTER J GRAB BARS C 1 'CAESARSTONE ', COLOR : LAGOS BLUE , 4350 ) T-7 0 001 0 CONTACT : TODD CARPENTER , 818 .277 .3009 , todd .carpenter @ caesarstoneus com C 2 COUNTER SOLID SURFACE SEAFOOD & BAKERY COUNTER ) 'CAESARSTONE ',COLOR : GINGER , 4330 C-3 COUNTER SOLID SURFACE TENANT COUNTER ) ❑ 'CAESARSTONE ',COLOR : EMPIRA WHITE , 5151 C 4 COUNTER SOLID SURFACE TENANT COUNTER ) 'CAESARSTONE ',COLOR : PIATRA GREY , 5003 C 5 COUNTER SOLID SURFACE TENANT COUNTER ) 'CAESARSTONE ', COLOR : SYMPHONY GREY , 5133 DECORATIVE WALL FINISH GRN -1 ARTIFICIAL BOXWOOD MAT LIGHT ) FENCE SCREEN , MODEL :NATURAHEDGE STYLE :LONG STEM BOXWOOD CONTACT : DONOVAN donovan @ fencescreen com 888 .313 .6313 ) LVT LUXURY VINYL TILE 50105 COMBINATION OF BOTH COLORS ) , MITER CUT @ CORNER 'PERGO TIMBERCRAFT COLOR : RECLAINED BARNWOOD LF 00900 Issues and Revisions No. Date Issues 1 11 , 2 8, 2 0 PERMIT K 'PERGO ', PORTFOLIO + WETPROTECT , COLOR : WATERFALL OAK LF 00950 I TOILET u WD -1 1/2" x 3" WOOD STRIP L WD -2 1" x 4" DOOW TRIM WAINSCOTT ) OAK WOOD , STAINED 'OLD MASTERS 'DARK WALNUT 5 RM 157 MENS RESTROOM ELEVATION WD -3 1" x 1" DOOW TRIM , PAINTED PT-1 - SCALE: 318"= 1'-0" WD -4 1 " x 4" DOOW TRIM , PAINTED PT -1 WD -5 2 x 2 WOOD TRIM , PAINTED PT 1 CEILING TO BE PAINTED WD -6 2 x 9 WOOD TRIM , PAINTED PT -1 PT-6 M 1-1/2" DIA. WD-7 3/4" x 12 " PLYWOOD PANEL GRAB BARS WD 8 314" 24" PLYWOOD PANEL T-7 0 X WD -9 1 /2 " x 4" DOOW PLANK STRIP TENANT COUNTER ),STAINED NATURAL MTL 1 CORRUGATED METAL PANEL 'AMERIMAX ', MODEL : 4736011001 MTL -2 2" x 4" EBUT METAL , PAINTED PT 1 GL 1 1/2"REPMET ED GLASS CLEAR) UPHOLSTERY UPH 1 BOOTH SEAT UPHOLSTERY 'TRI -KES ', KING ,COLOR :HAZY MIST , UHN -KG -01 CONTACT : TINA CARRILLO 310 .402 .4898 , t.carrillo @tri-kes .com GROUT GT 1 GRAY GROUT 'POLYBLEND DOVE GRAY , #073 Project Name Project Number02016063.01 Description ENLARGED TOILET N Computer File A5.0.DWG Scale AS NOTED Template All ideas, designs, arrangements, and plans GT -2 WHITE GROUT 'POLYBLEND ', SNOW WHITE , #11 indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, B-1 TOILET evolved, and developed for use on and in TRANSITION TRIM connection with the specified project. None of such EDGE TRANSITION TRIM -TILE I ETERCNOC FLOOR TRANSITION ideas, designs, arrangements or plans shall be used ET 1 by or disclosed to any person, firm, or corporation 9 RM 158 WOMENS RESTROOM ELEVATION SCALE: 318"=1'-0" 'SCHLUTER REND RAMP for any purpose whatsoever without the written ET .2 METAL EDGE TRIM 'SCHLUTER ', JOLLY -A 125 ACGB , BRUSHED CHROME permission of smith co. Ilc. - 13 14 15 16 17 18 19 A50 0 C ■J E G H J K L 1Tl N 2 3 4 61 REAR GRAB BAR DEWOLLA AT36"A.F.F.OTPO OF GRIPPING SURFACE.CBC 1/4"KCIHTTRIANGLE SUPERIMPOSED ON1/4"KCIHT 4,0„ 11B-906.4 AND 12 "IN RETEMAID CIRCLE UNISEX TOILET SIGN COMPLY W /11 B-307.2.6.3 3'-01, 4'-0" MIN. 1/4 " KCIIT MEN'S MOOR TRIANGLE 6" 1'-0" 2'-0" GRAB BAR WI CLEAR FLOOR SPACE SIGN MUST BE LARETALIUQE W121° MIN. MIN. BACKING EDGES COMPLY W111B-307.7.2.6.1 CENTERLINE OF NGIS o z � � I _ _ = 58"NIM. -06"MAX. - � - � A.F.F. � �, FLUSH HANDLE ON _ �s I I OPEN SIDE AT44" z z MAX. A.F.F.YLPMOC I I CENTERLINE OF _ W111B-406.6 DOOR &NGIS 114"KCIHTWOMEN'SMOORCIRCLE 19" MAXI *GEOMETRIC RESTROOM DOOR SIGNS SIGN MUST 1BE 1B-3 NIDIAMETER SHALL COMPLY W111B-307.7.2.E COMPLY W111B-307.7.2.6.2 17" MIN. SEATS SHALL NOT EBSPRUNG 17" MIN. 18" MAX. RETURN TO A DETFIL POSITION. RESTROOM DOOR SIGN FLOOR MOUNTED TOILET SIDE VIEW LAVATORY FLOOR CLEARANCE ADA ROOM IDENTIFICATION SIGN (1/4 XCIHT ), COMPLY WI 11 B-3072 ,11 B-307.3 ,11 B-307.5 9„ & 11 B-307.6 URINAL FLUSH CONTROLS TO C DOOR MOUNTED 1/4" THICK MEN'S DNA WOMEN'S CIRTEMOEG SIGNS, YLPMOCWITH 11 B-307.7.2.6 LATCH SIDE FO DOOR ACCESSIBLE SIGNAGE CEILING TO BE 2 MENS RESTROOM ELEVATION SCALE: 3/8"= V-0" 6 MENS RESTROOM ELEVATION SCALE: 3/8"= V-0" 2 3 6 jLAVATORY FAUCET TO COMPLY W 111 B-606.4 w fol rI MIRROR 1 Z Z I � � 1 �,Z J 6" MAX. 8" MIN. KNEE CLEARANCE 17" MIN. 25" MAX. LAVATORY - MOUNTING HEIGHTS FLUSH HANDLE ON NEPOSIDE TA44"XAM.A.F.F. COMPLY WI 11 B-406.6 4'4' 54" MIN k 24" MIN. GRAB BAR WI � BACKING � SEATS SHALL NOT EBSPRUNG TO RETURN TO A DETFIL POSITION. ACCESSIBLE URINAL HAND DRYER / PAOS LAVATORY -FRONT VIEW -SIDE VIEW DISPENSER STANDARD ACCESSIBLE MOUNTING HEIGHTS AND CLEARANCES SCALE : N.T.S. CEILING TO BE 4 5 n 10 TOILET fiRl„C. EQU f Ft-IENT 6CE4EUULE TURE LOCATION MAIM, DESCRIPTION MANLFACTURE"ODEL REMARKS O TOILET PAPER DISPENSER MANUFACTURER-. BOBRICK MODEL: 8-2130 SURFACE MOUNTED (n" AFF) © GRAB BAR MANUFACTURER: BOBRICK SURFACE MOUNTED (33" AFF) MODEL: 8-5806 X 24" O GRAB BAR MANUFACTURER: BOBRICK SURFACE MOUNTED (33" AFF.) MODEL: 8-5806 X 36'I p0 VERTICAL GRAB BAR MANUFACTURER BOB" SURFACE MOUNTED (33" AFFJ MODEL: 8-5806 X 18S Q MIRROR MANUFACTURER: BOBRICK SURFACE MOUNTED, MIN. SIZE: 18" X 36" MODEL: 8-165 QMANUFACTURER WATER CLOSET MODEL- WALL MOUNTED, FLUSH VALVE O LAVATORY MANUFACTURER SLOAN WALL, SURFACE MOUNTED MODEL: ELW-82000 DRINKING FOUNTAIN MANUFACTURER: WALL, SUTACE MOUNTED (BARRIER FREE - HI/LOW) MODEL: JO URINAL MANUFACTURER: WALL, SURFACE MOUNTED MODEL: Q SANITARY NAPKIN HOLDER MANUFACTURER: BOBRICK WALL, SURFACE MOUNTED MODEL: 8-210 © PAPER TOWEL DISPENSER MANUFACTURER: BOBRICK WALL, SURFACE MOUNTED MODEL: 13-262 BABY CHANGING STATION MANUFACTURER KOALA CARE MODEL: K5100-ST, COLOR GREY WALL, RECESSED MOUNTED Q AUTOMATIC HAND DRYER MANUFACTURER: MODEL: WALL, SURFACE MOUNTED OO COUNTERTOPS MANUFACTURER: MODEL: t SOAP DISPENSER MANUFACTURER` MODEL: WALL, SURFACE MOUNTED SEE ELEVATION FOR FIXTURE LOCATION GENERAL NOTES 1. ALL TOILET PARTITIONS ARE TO BE STAINLESS STEEL, UNLESS OTHERWISE NOTED 2. PROVIDE FRT. WOOD BLOCKING IN WALL BEHIND ALL GRAB BARS, TYPICAL 3. ALL GYP50ARD TO BE FINISHED, SANDED, PRIMED AND READY FOR FINAL FINISHES 4. REFER TO DRAWING C5-02 FOR ALL RESTROOM DOOR SIGNAGE AND SIGN DETAILS MEN ALL SIGNAGE SHALL CONFORM WITH ADA ACCESSIBILITY GUIDELINES: 1 . LETTERS AND NUMERALS MUST BE RAISED 1/32" FROM SIGN SURFACE. 2- CHARACTER HEIGHT MUST BE AT LEAST 5/8" BUT NOT EXCEED 2". HANDICAP SIGNAGE WOMEN ACCESSIBIL_TY SIGNS ANSI APPROVED E.S. PLASTIC NEMA RATED SELF EXTINGUISHING ADHESIVE MOUNTED ® F 0 I LEVER 'n HANDLE 3. TYPE STYLE FOR LETTERS AND NUMBERS SHALL BE SANS SERIF OR SIMPLE SERIF. 4. WORDS AND NUMBERS MUST BE CONVERTED INTO GRADE 2 BRAILLE, AND BE APPLIED TO SIGN. 5. PICTOGRAMS SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW PICTOGRAM. 1. GRAB BARS 1-1/4"-1-1/2" DIAMETER MOUNTED 1-1/2" FROM WALL. BARS SHALL BE CAPABLE OF SUPPORTING 300 LBS. LIVE LOAD WITHOUT PERMANENT DEFLECTION. PROVIDE BLOCKING IN EXISTING WALLS AS REQUIRED. GRAB BARS TO WITHSTAND 250 LBF MIN. FORCE IN ANY DIRECTION. 2. FLOORS SHALL BE SMOOTH, HARD, NONABSORBENT SURFACE. 3. PROVIDE INTEGRAL SANITARY BASE EXTEND FLOORING UP 6" 4. DIMENSIONS, NOTES AND EQUIPMENT TYPICAL FOR ALL TOILET ROOMS UNLESS OTHERWISE NOTED. 5. NOT USED 6. GYPSUM BOARD APPLIED TO PLUMBING WALLS SHALL BE WATER- RESISTANT. 7. COMPLY WITH ADA REQUIREMENTS AND TAS REQUIREMENTS. RESTROOM NOTET CEILING TO BE CEILING TO BE ON SUPPLY AND DRAIN LINES 3 MENS RESTROOM ELEVATION SCALE: 3/8"= V-0" 0 CEILING TO BE ON SUPPLY AND DRAIN LINES 7 MENS RESTROOM ELEVATION SCALE: 3/8"= V-0" 7 BY GC, GC TO 1 3/8" PLYWD LI INLJ 4 MENS RESTROOM ELEVATION SCALE: 3/8"=1'-0" CEILING TO BE 8 MENS RESTROOM ELEVATION SCALE: 3/8"= V-0" 9 10 LI N LJ 12 F.C.1.C. PROVIDE _YWD BACK'G. 0 I co 12 13 2 ENLARGED RESTROOM PLAN SCALE: 3/8"= V-0" CEILING TO BE I VILE I 14 5 MENS RESTROOM ELEVATION SCALE: 3/8"=1'-0" CEILING TO BE C: NORTH 15 9 MENS RESTROOM ELEVATION SCALE: 3/8"= V-0" 13 14 15 12 16 16 17 18 19 RESTROOM MATERIAL SCHEDULE 01A FLOOR / BASE FINISH1;, T 1 12 " x 24 " PORCELAIN TILE FLOOR TILE) A 'ARIZONA TILE ', MODEL : BASALTINA COLOR : MID GREY CONTACT : ED AHRENS , 562 .896 .2832 , eahrens @ arizonatile corn B.1 6" x 12" COVE BASE 'ARIZONA TILE ', MODEL : BASALTINA COLOR : MID GREY CONTACT : ED AHRENS , 562 .896 .2832 , eahrens @ arizonatile corn WALL FINISH 12 " x 24 " PORCELAIN TILE WALL TILE) T 7 'ARIZONA TILE ', MODEL : FIND , COLOR : CLAY VV99 RANCH MARKET CONTACT : ED AHRENS , 562 .896 .2832 , eahrens @ arizonatile corn T_g 6" x 6" DECO TILE WALL ACCENT TILE) B 'ARIZONA TILE ', MODEL : CEMENTINE BLACK AND WHITE , COLOR : B&W MIX at Edmonds CONTACT : ED AHRENS , 562 .896 .2832 , eahrens @ arizonatile corn GENERAL MATERIAL SCHEDULE 22511 Highway 99 BASE FINISH Edmonds, WA 98026 11341 -1 6" x 12 " COVE BASE 'ARIZONA TILE ', MODEL : BASALTINA , COLOR : MID GREY CONTACT : ED AHRENS , 562 .896 .2832 , eahrens @ arizonatile corn B-2 4" BLACK VINYL BASE QT _g 6" QUARRY TILE COVE BASE 603 Stewart Street 'DAL TILE ', COLOR : ARID GRAY , OR EQUAL suite 610 CONTACT : CHRISTINA REGAN , 909 .844 .7186 , Christina .regan @daltile .corn seattle, Washington 98101 SS B 6" STAINLESS STEEL BASE 206.466.5239 p WALL FINISH 2O6.713.4076 m SS STAINLESS STEEL PANEL D ksmith@smithco.org SV 1 THIN BRICK VENEER WHITE )W I MATCHING CORNER BRICK VENEER WHERE NECESSARY http://www.smithco.org/ 'KONI BRICK ', OLD CHICAGO COLOR : BLANC T_2 3" x 6" CERAMIC TILE WHITE) Architect Registration 'FLOOR & DECOR ',MODEL :BRIGHT WHITE ICE SUBWAY , 914100887 COLOR : BRIGHT WHITE , FINISH : HIGH GLOSS , PRESSED EDGE APPLICATION : SEE ELEVATION FOR TILE DIRECTION T 3 2" x 8" CERAMIC TILE LIGHT GRAY ) 'DALTILE ',MODEL :COLOR WHEEL COLLECTION - LINEAR 6294 COLOR : DESERT GRAY , X114 , FINISH : LIGHT POLISHED REGISTERED T-4 5" x 16" MDF TILE PAINTED ) E ARCHITECT '3 FORM ', MODEL : VERVE CONTACT : ERICA ROLIN , 323 .434 .2121 , erica .rolin @ 3-form .COM PAINT COLOR : 'GLIDDEN ', ANTWERP BLUE , 30 BB 46 /421 100'�F SMITH T 5 3" x 6" GLASS TILE LIGHT GRAY) STATWASHINGTON 'ELEGANZA ', MODEL : VETRO , GLV 3604 , COLOR : WINTER TAUPE APPLICATION : SEE ELEVATION FOR TILE DIRECTION CONTACT : NORMA HERRERA 714 .502 .4019 , norma @ eleganzatiles corn T-6 6" x 6" CERAMIC TILE BLACK ) 'DALTILE ', MODEL : SEMI GLOSS & MATTE COLOR : BLACK , K111 , FINISH : SEMI -GLOSS T 7 6" x 6" CERAMIC TILE BROWN ) F Consultant 'DALTILE ', MODEL : SEMI GLOSS & MATTE COLOR : ARTISAN BROWN , 0144 , FINISH : SEMI -GLOSS PLASTIC LAMINATE RESUB PL -1 'FORMICA ', BLACKENED LEGNO , F 8848 -58 , MATTE FINISH P0'FORMICA ', WALNUT RIFTWOOD 9283 -NG , NATURAL GRAIN FINISH 4/16/2021 'FORMICA ', OAK FIBERWOOD 8913 -NG , NATURAL GRAIN FINISH CITY OF EDMONDS G DEVELOPMENT SERVICES DEPARTMENT PL -4 'WILSONART ', 5TH AVE . ELM , 7966 K-12 , SOFTGRAIN FINISH 'FORMICA ', NATURAL ASH , 8843 -WR , WOODBRUSH FINISH Consultant Registration PL-6 'WILSONART ', ANTIQUE LIMED PINE , Y0469 K-28, STANDARD HPL FINISH PL -7 'WILSONART ', WHITEWASHED BRICK LANDSCAPE ),Y0681 -60 , MATTE FINISH PL-8 'FORMICA ', CONCRETE FORMWOOD 636 2-58, MATTE FINISH PAINT SEMI -GLOSS PAINT (8 SERVICE AREA & RESTROOM ) H PT -1 CEILING / LLAW PAINT GRAY BLACK ) 'DUNN EDWARDS ', DE 6364 CAVERNOUS FINISH : FLAT NOTE : EXISTING CEILING STRUCTURE TO BE PAINTED PT -2 LOW SHEEN PAINT MEDIUM GRAY ) 'DUNN EDWARDS ', DE 6369 LEGENDARY GRAY PT 3 LOW SHEEN PAINT LIGHT GRAY ) 'DUNN EDWARDS ', DE 612 STIEGLITZ SILVER PT 4 LOW SHEEN PAINT DEEP RED ) 'DUNN EDWARDS ', DEA 154 RED REVIVAL PT 5 LOW SHEEN PAINT YELLOW ) DUNN EDWARDS I, DE 5306 ORANGE DELIGHT PT 6 LOW SHEEN PAINT WHITE ) 'DUNN EDWARDS ', DEW 341 SWISS COFFEE PT 7 CHALKBOARD PAINT 'RUST -OLEUM ', CHALKBOARD BRUSH -ON , COLOR : BLACK COUNTER TOP C 1 COUNTER SOLID SURFACE CUSTOMER SERVICE I DELI COUNTER ) J 'CAESARSTONE ', COLOR : LAGOS BLUE , 4350 CONTACT : TODD CARPENTER , 818 .277 .3009 , todd .carpenter @ caesarstoneus corn C 2 COUNTER SOLID SURFACE SEAFOOD & BAKERY COUNTER ) 'CAESARSTONE ',COLOR : GINGER , 4330 101 Issues and Revisions C COUNTER SOLID SURFACE TENANT COUNTER 3 ) 'CAESARSTONE ',COLOR : EMPIRA WHITE , 5151 No. Date Issues C 4 COUNTER SOLID SURFACE TENANT COUNTER ) 1 11 , 2 8, 2 0 PERMIT 'CAESARSTONE ',COLOR : PIATRA GREY , 5003 C 5 COUNTER SOLID SURFACE TENANT COUNTER ) K 'CAESARSTONE ',COLOR :SYMPHONY GREY , 5133 DECORATIVE WALL FINISH GRN -1 ARTIFICIAL BOXWOOD MAT LIGHT ) FENCE SCREEN I, MODEL :NATURAHEDGE STYLE :LONG STEM BOXWOOD CONTACT : DONOVAN donovan @ fencescreen corn 888 .313 .6313 ) LVT LUXURY VINYL TILE 50105 COMBINATION OF BOTH COLORS ) , MITER CUT @ CORNER 'PERGO ', TIMBERCRAFT , COLOR : RECLAINED BARNWOOD LF 00900 'PERGO ', PORTFOLIO + WETPROTECT , COLOR : WATERFALL OAK LF 00950 WD -1 1/2" x 3" WOOD STRIP L WD -2 1" x 4" DOOW TRIM WAINSCOTT ) OAK WOOD , STAINED 'OLD MASTERS 'DARK WALNUT WD -3 1" x 1" DOOW TRIM , PAINTED PT-1 WD -4 1 " x 4" DOOW TRIM , PAINTED PT -1 WD -5 2 x 2 WOOD TRIM , PAINTED PT -1 WD -6 2 x 9 WOOD TRIM , PAINTED PT 1 WD-7 3/4" x 12" PLYWOOD PANEL M WD -8 3/4" x 24" PLYWOOD PANEL WD 9 1 /2 " x 4" DOOW PLANK STRIP TENANT COUNTER ),STAINED NATURAL Project Name MTL 1 CORRUGATED METAL PANEL 'AMERIMAX ', MODEL : 4736011001 MTL 2 2" x 4" EBUT METAL ,PAINTED PT 1 Project Number02016063.01 [Go] 1 112"REPMET ED GLASS CLEAR) N Description ENLARGED TOILET UPHOLSTERY Computer File A5.1.DWG UPH 1 BOOTH SEAT UPHOLSTERY 'TRI -KES ',KING , COLOR :HAZY MIST , UHN -KG -01 Scale AS NOTED CONTACT : TINA CARRILLO 310 .402 .4898 , t.carrillo @tri-kes .com GROUT GT -1 GRAY GROUT 'POLYBLEND ', DOVE GRAY , #073 Template All ideas, designs, arrangements, and plans GT -2 WHITE GROUT 'POLYBLEND ', SNOW WHITE , #11 indicated or represented by this drawing are owned 0 by and the property of smith co. Ilc and were created, TRANSITION TRIM evolved, and developed for use on and in connection with the specified project. None of such EDGE TRANSITION TRIM - TILE I ETERCNOC FLOOR TRANSITION ideas, designs, arrangements or plans shall be used ET 1 Lby or disclosed to any person, firm, or corporation 'SCHUTER ', RENO -RAMP for any purpose whatsoever without the written ET 2 METAL EDGE TRIM 'SCHLUTER ', JOLLY -A125 ACGB , BRUSHED CHROME permission of smith co. Ilc. 17 18 19 A50 I GENERAL STRUCTURAL NOTES STANDARD ABBREVIATIONS 1645 Village Center Circle Suite 10 Las Vegas, NV 89134 702.933.7000 wrighte.com A. GENERAL 1, THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY EXERCISED UNDER SIMILAR CIRCUMSTANCES BY REPUTABLE STRUCTURAL ENGINEERS IN THIS OR SIMILAR LOCALITIES. THEY ASSUME THAT THE WORK DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR AND/OR WORKMEN WHO HAVE A WORKING KNOWLEDGE OF THE APPLICABLE CODE STANDARDS AND REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOT EVERY CONDITION OR ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL USE INDUSTRY ACCEPTED STANDARD GOOD PRACTICE FOR MISCELLANEOUS WORK NOT EXPLICITLY SHOWN. 2. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, LAGGING, SHORING, BRACING, FORM -WORK, ETC. AS REQUIRED FOR THE PROTECTION OF LIFE AND PROPERTY DURING CONSTRUCTION. CONSTRUCTION MATERIALS SHALL BE UNIFORMLY SPREAD OUT SUCH THAT DESIGN LIVE LOAD PER SQUARE FOOT AS NOTED HEREIN IS NOT EXCEEDED. 3, DESIGN OF ITEMS NOT PART OF THE PRIMARY STRUCTURAL SYSTEM (SUCH AS STAIRS, RAILINGS, NON-STRUCTURAL WALLS) AND PREFABRICATED STRUCTURAL ITEMS (SUCH AS FLOOR, ROOF TRUSSES) SHALL BE PROVIDED BY OTHERS UNLESS SPECIFICALLY NOTED ON THESE DRAWINGS. REFER TO SUBMITTALS SECTION FOR ITEMS THAT MUST BE SUBMITTED FOR REVIEW AND FOR SUBMITTAL REQUIREMENTS. 4, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS AND ELEVATIONS WITH ARCH'L, DRAWINGS AND RESOLVE ANY DISCREPANCIES WITH THE ARCHITECT PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALL ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCH'L., MECH., PLUMBING AND ELECTRICAL WITH APPROPRIATE TRADES, DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. 5. TYPICAL DETAILS AND NOTES SHALL APPLY, THOUGH NOT NECESSARILY INDICATED AT A SPECIFIC LOCATION ON PLANS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO 51MILAR WORK ON THE PROJECT. DETAILS MAY SHOW ONLY ONE SIDE OF CONNECTION OR MAY OMIT INFORMATION FOR CLARITY, 6. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. 1. STANDARDS AND CODE REFERENCES NOTED IN THESE CONSTRUCTION DOCUMENTS REFER TO THE EDITIONS ADOPTED BY THE BUILDING CODE SPECIFIED IN THE BASIS FOR DESIGN. REFERENCES NOT SPECIFICALLY ADOPTED BY SAID BUILDING CODE REFER TO THE LATEST EDITION. 8, ALL INSPECTIONS REQUIRED BY THE BUILDING CODES, JURISDICTION, OR THESE PLANS SHALL BE PROVIDED BY AN INDEPENDENT INSPECTION COMPANY OR THE BUILDING DEPARTMENT. SITE VISITS BY THE ENGINEER DO NOT CONSTITUTE AN INSPECTION. B. BASIS FOR DESIGN 1. BUILDING CODE: 2018 INTERNATIONAL BUILDING CODE 2. CEILING LOADS: DEAD LOAD: 10 PSF 3. WIND LOADS: 91 MPH BASIC WIND SPEED (Vasd = 16 MPH) EXPOSURE INTERIOR COMPONENT AND CLADDING INTERNAL PRESSURE WIND PRESSURE PER ASCEI-16 COEFFICIENT (GCp0 = 0.18 4. SEISMIC LOADS: 51TE CLA55 D SEISMIC DESIGN CATEGORY D SS = 1219 61 = 0.449 SDS = 1.023 SDI = 0584 5. SNOW LOADS: Pg = 25 Ps = 25 Ce = 1.0 Ct = 1.0 le = 1.0 Pd = PER PLAN (o. RISK RISK CATEGORY 11 CATEGORY: SEISMIC IMPORTANCE FACTOR = 1.0 SYSTEM: INTERIOR NON-STRUCTURAL WALLS AND PARTITIONS C. COLD -FORMED STEEL ALL COLD -FORMED STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH MFRS RECOMMENDATIONS AND IN ACCORDANCE WITH THE LATEST EDITION OF "NORTH AMERICAN SPECIFICATIONS FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS" BY AISI. 2. STRUCTURAL DRAWINGS TYPICALLY SHOW ONLY THE PRIMARY STRUCTURAL FRAMING ELEMENTS OF THE SYSTEM. CONTRACTOR SHALL PROVIDE ALL ACCESSORIES INCLUDING TRACKS, WEB STIFFENERS, BLOCKING, LINTELS, CLIP ANGLES, REINFORCEMENTS, FASTENING DEVICES, BRACING, AND OTHER ACCESSORIES AS RECOMMENDED BY THE MFR. TO PROVIDE A COMPLETE FRAMING SYSTEM. 3. STEEL FOR 54, 68, 91 AND 110 MILS THICK 06, 14,12 AND 10 GAGE) STUDS AND JOISTS SHALL HAVE A MIN. YIELD STRENGTH OF 50 KSI. STEEL FOR ALL THINNER STUDS AND JOISTS, ALL THICKNESSES OF TRACK, ALL DIAGONAL TENSION STRAPS AND BRACES, AND BRIDGING SHALL HAVE A MIN. YIELD STRENGTH OF 33 KSI. STEEL SHALL BE GALVANIZED OR THOROUGHLY COATED WITH RUST INHIBITIVE PAINT AT ALL LOCATIONS. 4, FASTENING OF COMPONENTS SHALL BE WITH SELF -TAPPING SCREWS OR WELDS. ALL WELDS OF GALVANIZED STEEL SHALL BE TOUCHED UP WITH ZINC -RICH PAINT. ALL WELDS OF CARBON SHEET STEEL SHALL BE TOUCHED UP WITH RUST INHIBITIVE PAINT. 5. SCREWS SHALL BE SELF -TAPPING PAN HEAD, HEX HEAD, OR WAFER HEAD SHEET METAL SCREWS. SCREWS WHICH ARE REMOVED SHALL BE REPLACED BY A SCREW OF A LARGER DIA. WHERE THE REPLACEMENT IS MADE INTO AN EXISTING HOLE. REPLACE ALL SCREWS WHICH STRIP OUT MATERIAL. SCREWS SHALL BE SPACED NO CLOSER THAN 5/8" o.c. AND WITH A MIN. FREE EDGE DISTANCE OF 1/2". CLIP ANGLES OR FLAT CLIPS USED FOR ATTACHMENTS SHALL BE 20 GAGE MIN., U.N.O. SIZE CLIP ANGLES AND FLAT CLIPS TO MAINTAIN MIN. SCREW SPACING AND EDGE DISTANCES NOTED ABOVE. ALL SCREWS *8 AND LARGER SHALL HAVE A MIN. HEAD SIZE OF 5/16" 6. ALL WELDING SHALL BE PERFORMED BY WELDERS EXPERIENCED IN COLD -FORMED STEEL FRAMING WORK ALL WELDING SHALL USE E60 SERIES ELECTRODES (MIN. ROD DIA. = 1/8") AND SHALL CONFORM WITH THE LATEST AMERICAN WELDING SOCIETY STANDARDS. 1, ALL STUDS SHALL BE SECURELY SEATED FOR FULL END BEARING ON TOP AND BOTTOM TRACK UN.O., PROVIDE DOUBLE STUDS AT ALL JAMBS, CORNERS, INTERSECTIONS, AND BEAM BEARING. 8. WALL STUD BRIDGING AS RECOMMENDED BY THE STUD MFR SHALL BE INSTALLED TO PREVENT BOTH WEAK AXIS BENDING AND STUD ROTATION AT 4'-0" MAX. INTERVALS. WALLS 8'-011 AND SHORTER SHALL HAVE A SINGLE ROW OF BRIDGING AT MID -HEIGHT. ADDITIONALLY, BRIDGING SHALL BE PROVIDED AT ROOF LINES AND WHERE NOTED ON THE DRAWINGS. SOLID BLOCKING SHALL BE INSTALLED IN LIEU OF BRIDGING WHERE NOTED ON THE DRAWINGS. 9. STUDS, JAMBS AND TRIMMERS SIZES WHERE NOT SPECIFICALLY NOTED ON DRAWINGS SHALL BE 3506162-33 MIN. TRACK SIZE WHERE NOT SPECIFICALLY NOTED SHALL BE 350T125-33 MIN. 10. JOISTS, STUDS, TRACK, ETC. SHALL HAVE STEEL THICKNESS AND EFFECTIVE SECTION PROPERTIES AS LISTED IN THE STEEL STUD MFR.'5 A550CIATION PRODUCT TECHNICAL GUIDE, ICC E5R-3064P, OR EQUIVALENT. D. STRUCTURAL STEEL BOLTS. ANCHORS, HEADED STUDS WHERE A SPECIFIC EXPANSION ANCHOR, SCREW ANCHOR, OR EPDXY PRODUCT IS SPECIFIED ON PLANS OR DETAILS, ONLY THE SPECIFIED PRODUCT SHALL BE USED AND NO SUBSTITUTIONS ARE ALLOWED. WHERE AN EXPANSION ANCHOR, SCREW ANCHOR, OR EPDXY PRODUCT IS SPECIFIED ON PLANS OR DETAILS BUT A SPECIFIC PRODUCT IS NOT STATED, ANY OF THE RESPECTIVE PRODUCTS LISTED BELOW ARE ACCEPTABLE. THE USE OF PRODUCTS NOT INCLUDED BELOW 15 NOT ALLOWED. ALL PRODUCTS SHALL BE INSTALLED WITH SPECIAL INSPECTION. IJ. SCREW ANCHORS SHALL BE DEWALT SCREW -BOLT+ PER ICC E5R-4042 FOR MASONRY AND ICC E6R-3889 FOR CONCRETE, SIMPSON TITEN HD PER ICC E61R-1056 FOR MASONRY AND ICC E5R-2113 FOR CONCRETE, HILTI KWIK HUS-EZ PER ICC E5R-3056 FOR MASONRY AND ICC ESR-3021 FOR CONCRETE. SCREW ANCHORS SHALL BE INSTALLED WITH SPECIAL INSPECTION. E. SPECIAL INSPECTION 1. IN ADDITION TO STANDARD INSPECTIONS BY THE BUILDING OFFICIAL REQUIRED PER IBC SECTION 110, THE OWNER SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS WHO SHALL PROVIDE INSPECTIONS DURING CONSTRUCTION FOR THE TYPES OF WORK LISTED IN THIS SECTION. 2. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. 3, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE SPECIAL INSPECTOR AT LEAST 24 HOURS NOTICE PRIOR TO PERFORMING ANY WORK REQUIRING SPECIAL INSPECTION. 4. THE SPECIAL INSPECTOR SHALL INSPECT THE WORK ASSIGNED FOR CONFORMANCE WITH THE APPROVED CONTRACT DRAWINGS AND SPECS. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, THE ENGINEER OF RECORD, AND OTHER DESIGNATED PERSONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE ENGINEER AND THE BUILDING OFFICIAL. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE INSPECTOR'S KNOWLEDGE, IN CONFORMANCE WITH THE APPROVED PLANS AND SPEC'S AND THE APPLICABLE CODE PROVISIONS. 5. INSPECTORS SHALL INSPECT FROM AN APPROVED SET OF CONTRACT DRAWINGS. SHOP DRAWINGS SHALL NOT BE USED IN LIEU OF THE APPROVED CONTRACT DRAWINGS FOR INSPECTION PURPOSES. 6, TYPES OF WORK TO BE INSPECTED BY THE SPECIAL INSPECTOR ARE AS FOLLOWS: 6.1, SCREW ANCHORS AND EXPANSION ANCHORS IN CONCRETE OR MASONRY - SCREW ANCHORS IN CONCRETE OR MASONRY SHALL BE INSTALLED WITH SPECIAL INSPECTION. ANCHORS IN CONCRETE MAY BE PERIODIC. INSTALLATIONS SHALL BE PERFORMED BY QUALIFIED PERSONNEL TRAINED (BY MANUFACTURER) TO INSTALL SCREW/EXPANSION ANCHORS AND THEY SHALL FOLLOW THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS (MPII). 1. CERTIFICATE OF APPROVAL REGARDING MATERIALS AND INSPECTION OF PREFABRICATED ITEMS SHALL BE PROVIDED IN ACCORDANCE WITH IBC SECTION 1104. SCALE:1/4"=1'_OII PARTIAL CEILING FRAMING PLAN AB ANCHOR BOLT JT. JOINT ACI AMERICAN CONCRETE INSTITUTE K KIP (1,000 LBS) A.C.S. ALL COMMON SURFACES KO. KNOCKOUT A150 AMERICAN INSTITUTE OF STEEL CONSTRUCTION KP KING POST AI51 AMERICAN IRON AND STEEL INSTITUTE KS KING STUD(S) ALT. ALTERNATE KSI KIPS PER SQUARE INCH ANSI AMERICAN NATIONAL STANDARDS INSTITUTE LLH LONG LEG HORIZONTAL A.R ANCHOR ROD LLV LONG LEG VERTICAL ARCH'L. ARCHITECTURAL LSL LAMINATED STRAND LUMBER ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS LVL LAMINATED VENEER LUMBER ATS ANCHOR TIE -DOWN SYSTEM MFR MANUFACTURER AWS AMERICAN WELDING SOCIETY MAX. MAXIMUM B.F. BOUNDARY FASTENERS MECH. MECHANICAL B.F.F. BELOW FIN15H FLOOR MIN. MINIMUM BOT. BOTTOM MISC, MISCELLANEOUS BRG. BEARING N.T.S. NOT TO SCALE CANT. CANTILEVERED o.c. ON CENTER C.J. CONTROL JOINT O.D. OUTSIDE DIAMETER C.J.P. COMPLETE JOINT PENETRATION OFF. OPPOSITE q CENTER LINE P POST CLR CLEAR DIMENSION TO FACE OF REBAR PL. PLATE COL. COLUMN PLF POUNDS PER LINEAR FOOT CONT. CONTINUOUS PLYWD. PLYWOOD CR51 CONCRETE REINFORCING STEEL INSTITUTE PSF POUNDS PER SQUARE FOOT DIA. DIAMETER PSI POUNDS PER SQUARE INCH DIAL. DIAGONAL P5L PARALLEL STRAND LUMBER DWG. DRAWING RCSC RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS E.F. EACH FACE REQ'D. REQUIRED ELECT. ELECTRICAL SIM. SIMILAR ELEV. ELEVATION SLRS SEISMIC LOAD RESISTING SYSTEM E.O.R. ENGINEER OF RECORD SPEC. SPECIFICATION EQ. EQUAL STD. STANDARD EP END POST 5TK STACKED E5 END STUD(S) SW SHEAR WALL ESR EVALUATION SERVICE REPORT T & B TOP AND BOTTOM E.W. EACH WAY T & G TONGUE AND GROOVE F.F. FINISH FLOOR THRU THROUGH FLR FLOOR T.O. TOP OF FRTW FIRE RETARDANT TREATED WOOD T.O.D. TOP OF DECK FT. FOOT T.O.F. TOP OF FOOTING FTG. FOOTING T.O.L. TOP OF LEDGER GA. GAUGE T.O.S. TOP OF STEEL GLB GLULAM BEAM T.O.W. TOP OF WALL G.S.N. GENERAL STRUCTURAL NOTES TP TRIMMER POST G.T. GIRDER TRUSS TS TRIMMER STUD(S) HORIZ. HORIZONTAL TYP. TYPICAL H55 HOLLOW STRUCTURAL SECTION U.N.O. UNLESS NOTED OTHERWISE IAMPO INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS VERT. VERTICAL IBC INTERNATIONAL BUILDING CODE w/ WITH ICC INTERNATIONAL CODE COUNCIL w/o WITHOUT I.D. INSIDE DIAMETER WT, WEIGHT INFO, INFORMATION l ---(:F. SHEET INDEX • N*Ak NOWAY / 41006Y ISSWO APP Wf*4 SOWN SHEET TITLE Sol �h%) S PIONNA NAS ANO PARIA �MMINP KAM SO A G :1 AP FRAMING PLAN KEYNOTES �l 6005162-43 AT 24" o.c. MAX., TOP AND BOTTOM. COPE FLANGES AT THE END AND BEND WEB TO ATTACH TO BUILT-UP JOIST w/ (3) *10 SCREWS EACH END �2 6005162-43 AT 24" o.c. MAX. BOTTOM AND 6005162-43 TOP. COPE FLANGES AT THE END AND BEND WEB TO ATTACH TO BUILT-UP JOIST w /(3) * 10 SCREWS AT THE END. ATTACH TO EXISTING STRUCTURE PER DETAIL 108 ( (2) 0005200-54 w/ XXXT125-54, BOTTOM AND 6005162-43 TOP. ATTACH TO BUILT-UP JOIST PER KEYNOTE 4 w/ (1) RCA333/91 EACH SIDE w/ ((o) *10 SCREW EACH LEG ® (2) 14005200-68 w/ XXXT125-68, BOTTOM AND 6005200-43 TOP. ATTACH TO BUILT-UP JOIST PER KEYNOTE 5 w/ (1) RCA333/91 EACH SIDE w/ ((o) *10 SCREW EACH LEG (1) (2) 16005200-118 w/ XXXT125-91, BOTTOM AND 8005162-54 TOP ® (2) 6005200-43, BOTTOM. ATTACH BACK TO BACK w/ *10 SCREWS AT 6" o.c. STAGGERED AND 6005200-43 TOP (2) 6005162-43 T5. ATTACH BACK TO BACK w/ *10 SCREWS AT 6" o.c. STAGGERED ® 3625162-43 STEEL STUDS AT 24" o.c. ( 600T 162-43 BOTTOM w/ (2) *10 SCREWS TO EACH JOIST 10 6005162-43 11 600T162-43 TOP w/ (2) *10 SCREWS TO EACH JOIST 11 ATTACH BUILT-UP JOIST PER KEYNOTE 5 TO WALL BELOW w/ RCA223-91 w/ (3) *10 SCREWS EACH LEG AT EACH STUD FRAMING PLAN NOTES A. VERIFY ALL DIMENSIONS, ELEVATIONS, SLOPES, ETC., w/ ARCH'L. PRIOR TO CONSTRUCTION. RESOLVE DISCREPANCIES WITH ARCHITECT. r B. TYPICAL LOAD BEARING WALL FRAMING SHALL BE 6005162-33 (33 KSU STEEL STUDS AT t 24" o.c. UN.O. C. WHERE NO JAMB IS NOTED ON PLAN OR SCHEDULE PROVIDE (1) STUD PER WALL SCHEDULE AT EACH END OF OPENING, 0 Co C\I O CV O CV RESUB 4/16/2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT H W Y Q Q o g U � U E o � w rn rn COPYRIGHT (C) WRIGHT ENGINEERS. USE OF THIS DRAWING AND ANY REPRODUCTIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT WAS PREPARED. REPRODUCTION OR RE -USE OF THIS DRAWING FOR ANY OTHER PURPOSE IS STRICTLY PROHIBITED. DATE: March 9, 2021 DESIGN BY: AR PROJECT MGR: EA PROJECT NO: 202026 GENERAL STRUCTURAL NOTES AND PARTIAL FRAMING PLAN Cn L. 111 C x SEC110N 0 J 0 (D EXISTING MASONRY WALL Q2 NEW ANCHOR PER PLAN. DETAIL SHOWS SCREW ANCHOR, BUT ACTUAL ANCHOR MAY DIFFER FROM WHAT IS SHOWN. GROUT SHALL REACH DESIGN STRENGTH PRIOR TO INSTALLING ANCHOR 3Q MINIMUM SOLID GROUTED AREA AT NEW ANCHOR ® BREAK OUT FACE SHELL OF UNGROUTED CELL ABOVE ANCHOR OR AT TOP OF WALL ( FILL UNGROUTED CELL WITH GROUT PER G.SX A. ALL POST -INSTALLED ANCHORS SHALL BE PLACED IN GROUTED MASONRY NEW GROUTED CELLS AT EXISTING MASONRY WALL RF01-23 191002 NO SCALE 110 ( 600T 150-68 w/ (1) #10 SCREW AT EACH FLANGE EACH JOIST (2 JOIST PER PLAN ( 1/4" DIA. KWIK HUS EZ w/ MIN. EMBEDMENT 2 1/2" INTO A SOLID GROUTED CELL AT 32" o.c. ® EXISTING MASONRY WALL JOIST TO MASONRY WALL 108-202026 NO SCALE CEILING JOIST AT STUD WALL 10g-202026 BUILT-UP JOIST 110-202026 �l 1 1/2" FL. TRACK WIDTH AND GAUGE TO MATCH JOIST w/ (1) 010 SCREW AT EACH FLANGE �2 1 1/2" FL. TRACK WIDTH AND GAUGE TO MATCH JOIST w/ (1) 010 SCREW AT EACH FLANGE. REPLACE JOIST w/ STUD �3 010 SCREWS AT 12" o.c. FROM TRACK LIP TO TOP PLATE NO SCALE 0 4x6xl2 GA. LLH TOP AND BOTTOM w/ (4) 010 INTO BUILT UP JOIST AND (1) 1/2" DIA. KWIK NUS EZ SCREW w/ MIN. EMBEDMENT 2 1/2" INTO A SOLID GROUTED CELL NO SCALE 105 106 BOTTOM TRACK AT SLAB ON GRADE 103-110818 SOFFIT DETAIL AT BAKERY AREA 106-202026 WALL STUD PER PLAN (j) 1 1/2" BOTTOM TRACK TO MATCH GAUGE OF STUDS w/ (1) #10 SCREW EACH FLANGE EACH STUD ( HILTI X-GN FASTENERS AT 24" o.c. ® SLAB ON GRADE A. HILTI X-GN FASTENERS SHALL BE PER ESR-1152. ( BUILT-UP JOIST PER PLAN, REFER TO DETAIL 102 FOR INFORMATION SHOWN BUT NOT NOTED �2 6005162-33 AT 24" o.c. 0 600T125-33 w/ (2) 010 SCREWS INTO EACH FLANGE ® 010 SCREW AT 3" o c. STAGGERED 0 (4) #10 SCREWS ® JOIST PER PLAN �i WALL AS OCCURS NO SCALE 1� 600T125-33 2M EXISTING MASONRY WALL (3 1/4" DIA. KWIK HUS EZ w/ MIN. EMBEDMENT 2 1/2" INTO A SOLID GROUTED CELL AT 32" o.c. A. FOR UNGROUTED CELLS, ADD GROUT PER DETAIL 111. B. AT A, CONTRACTOR TO VERIFY ON SITE AND NOTIFY E.O.R. OF ANY DISCREPANCIES. 101 102 103 TYPICAL LATERAL BRACING 401-IS2225 (I) WALL OR JOIST FRAMING (2 16 GA. CONT. U CHANNEL. DEPTH TO FIT IN HOLE IN STUD. CHANNEL MUST FIRMLY LOCK INTO PUNCHED OPENINGS OF ALL STUDS A. BRACING TO BE PLACED AT 4'-0" o.c. NO SCALE ( BUILT-UP JOIST PER PLAN 2� 010 SCREW AT 6" o.c., EACH FLANGE TYPICAL BUILT-UP JOIST 102-202026 NO SCALE BLOCKING BETWEEN JOISTS 103-202026 (1) BLOCKING BETWEEN JOISTS. DEPTH AND GAUGE TO MATCH JOIST. COPE FLANGES AT EACH END AND BEND WEB TO ATTACH TO JOIST w/ (3) 010 SCREWS. BLOCKS SHALL FIT TIGHT (D JOIST PER PLAN NO SCALE ( BLOCKING BETWEEN JOISTS. DEPTH AND GUAGE TO MATCH JOIST. COPE FLANGES AT EACH END AND BEND WEB TO ATTACH TO JOIST w/ (3) 010 SCREWS. BLOCKS SHALL FIT TIGHT 2M 1 1/2" FL. TRACK WIDTH AND GAUGE TO MATCH STUD w/ (1) 010 SCREW EACH FLANGE EACH STUD 3� 010 SCREWS AT 12" o.c. FROM BLOCKING TRACK LIP TO TOP PLATE 1645 Village Center Circle Suite 10 Las Vegas, NV 89134 702.933.7000 wrighte.com RESUB 4/16/2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Uj Q N� < O � U � U E o Z C) E < L.L w COPYRIGHT (C) WRIGHT ENGINEERS. USE OF THIS DRAWING AND ANY REPRODUCTIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT WAS PREPARED. REPRODUCTION OR RE -USE OF THIS DRAWING FOR ANY OTHER PURPOSE IS STRICTLY PROHIBITED. z 0 a ry 0 Co LU q Uj 1 0 DATE: March 9, 2021 DESIGN BY: AR PROJECT MGR: EA PROJECT NO: 202026 FRAMING DETAILS 107 LEDGER TO MASONRY WALL 101-202026 NO SCALE 104 CONT. JOIST AT STUD WALL 104-202026 NO SCALE 0 CV 0 CV CZD (V Simi Co 1 2 1 3 4 5 6 7 1 8 9 10 11 12 1 13 1 14 15 16 1 17 1 18 19 GENERAL NOTES HVAC GENERAL NOTES CONT. LEGENDS, SYMBOLS AND ABBREVIATIONS LEGENDS, SYMBOLS AND ABBREVIATIONS CON'T 1. CONTRACTOR SHALL VISIT JOB SITE, VERIFY FIELD CONDITIONS, REVIEW PLAN AND SPECIFICATIONS AND 27, VERIFY THERMOSTAT/SWITCH LOCATIONS W/ARCHITECT PRIOR TO INSTALLATION. SYMBOL DESCRIPTION SYMBOL ABBREV. DESCRIPTION A SHALL INCLUDE IN HIS PRICE THE NECESSARY COST TO CONSTRUCT THIS PROJECT IN ACCORDANCE WITH A THE MECHANICAL DRAWING AND SHALL MEET ALL APPLICABLE CODES. 28, MECHANICAL CONTRACTOR SHALL PROVIDE ALL APPURTENANCES WHICH SHALL INCLUDE BUT NOT LIMITED TAGOT # -- DIGITAL PROGRAMMABLE THERMOSTAT TO WIRING IN CONDUIT AS REQUIRED BY CODE, CONTROL DEVICES, DAMPER, ACTUATORS, MOTORS, UP EQUIPMENT TYPE 2. ALL MATERIAL AND EQUIPMENT FURNISHED AND INSTALLED SHALL BE NEW, FREE FROM DEFECTS AND LINKAGES, CONTROLLERS, RELAYS, CONTRACTORS, REDUCED VOLTAGE TRANSFORMERS, PNEUMATIC LO EQUIPMENT NUMBER 1z CSD CEILING SUPPLY DIFFUSER W/ MANUAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE BY THE OWNER. SHOULD ANY TROUBLE DEVELOP DURING THE PERIOD DUE TO FAULTY WORKMANSHIP OR MATERIAL, THE TUBES, PNEUMATIC CONTROL VALVES, ETC. AS REQUIRED TO AUTOMATICALLY PERFORMED ALL FUNCTIONS. 0 DETAIL DRAWING NUMBER DETAIL DRAWING PAGE VOLUME DAMPER CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIAL AND LABOR TO CORRECT THE TROUBLE WITHOUT 29. DUCT TESTING AND SEALING SHALL BE PERFORMED BY LICENSED BALANCER AND THE BALANCE REPORT ❑ CRR CEILING RETURN REGISTER W/ MANUAL COST TO THE OWNER. SHALL BE SUBMITTED TO OWNER/ENGINEER. UP DN VOLUME DAMPER SUPPLY ® CRR CEILING EXHAUST GRILLE W/ MANUAL VOLUME ❑ B 3. CONTRACTOR IS TO REVIEW THE PLANS OF OTHER DISCIPLINES AND COORDINATE WITH THE WORK OF 30. PROVIDE ACCESS PANELS FOR ALL FIRE DAMPERS, FIRE/SMOKE DAMPERS AND ACCESS FOR SHUT-OFF AND RECTANGULAR DUCT SECTION/UP DAMPER B OTHER TRADES PRIOR TO INSTALLATION TO AVOID ANY CONFLICT BETWEEN DUCTS, CONDUITS, CONTROL VALVES. COORDINATE ALL CEILING AND WALL ACCESS WITH GENERAL CONTRACTOR. ® EXHAUST (OR PENETRATION THROUGH SPRINKLERS, PIPING, LIGHTING FIXTURES, ETC. NO EXTRAS WILL BE ALLOWED FOR CORRECTION OF FLOOR/ROOF). MVD/OBD MANUAL VOLUME / OPPOSED -BLADE CONFLICTS DUE TO LACK OF COORDINATION. 31. CONDENSATE PIPE SHALL BE ASTM B88 TYPE ''M" COPPER WITH THREADED OR SOLDER JOINTS. ® RETURN BALANCING DAMPER 4. THE DRAWINGS ARE DIAGRAMMATIC AND SHALL NOT BE SCALED TO DETERMINE EXACT LOCATION OF UP DUCT UP WITH SMOOTH 90° ELBOW PIPING, DUCT WORK OR DIFFUSERS. 20 � 0 B DN DUCT DOWN WITH SMOOTH 900 � DRAWING INDEX ELBOW 5. THE CONTRACTOR SHALL BRING TO THE ARCHITECT'S ATTENTION OF ANY DISCREPANCY OR CONFLICTS IN CEILING EXHAUST REGISTER C THE PLANS OR THE SITE CONDITIONS. ALL NECESSARY CHANGES MUST BE APPROVED IN WRITING BY THE -200 B AP ACCESS PANEL C ARCHITECT BEFORE START OR WORK. ME-0.1 MECHANICAL NOTES, SYMBOLS, LEGENDS, ABBREVIATIONS, INDEX, SCOPE OF WORK, AND CODES. 20x10 ME-0.2 MECHANICAL EQUIPMENT SCHEDULES AND DETAILS CEILING RETURN REGISTER POC POINT OF CONNECTION 6. CONTRACTOR TO SUBMIT CATALOG CUT SHEETS OF ALL THE MATERIAL AND EQUIPMENT TO BE USED AND TOP FIGURE INDICATES CFM. �� POD POINT OF DISCONNECT WORKING SHOP DRAWINGS FOR APPROVAL BEFORE START OF WORK. ME-1.0 GROUND FLOOR MECHANICAL REFLECTED CEILING PLAN -DEMO 200 CEILING SUPPLY BOTTOM FIGURES INDICATES NECK A ME-1.1 GROUND FLOOR MECHANICAL REFLECTED CEILING PLAN -NEW 20x10x3 DIFFUSER WITH SIZE, DIRECTION AND NUMBER OF 7. SUPPORTS FOR ALL PIPING AND DUCTWORK SHALL BE IN ACCORDANCE WITH LATEST SMACNA "GUIDELINES FLEXIBLE DUCT THROWS ON SUPPLY DIFFUSER. LINE TYPE ABBREV. DESCRIPTION FOR SEISMIC RESTRAINTS OR MECHANICAL SYSTEMS AND PLUMBING SYSTEMS". -200 PATTERN AND AIRFLOW DUCT SIZE IS FULL SIZE OF B SCOPE OF WORK 20x10 DIFFUSER/ REGISTER CONNECTION. SIDEWALL EXHAUST LETTER INSIDE CIRCLE INDICATES I (E)12x8 (E) EXISTING DUCT TO REMAIN WITH EXISTING HVAC GENERAL NOTES OR RETURN DIFFUSER TYPE. SEE DIFFUSER DIMENSIONS SHOWN (E)12x8 • DEMOLISH AND REMOVE EXISTING DUCTWORK PER PLAN SERVING PROJECT AREA. REGISTER SCHEDULE FOR DIFFUSER TYPES. 1. ALL WORK SHALL BE IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL CODES, LAWS AND REGULATIONS. FURNISH AND INSTALL NEW AIR HANDLING UNITS AND ASSOCIATED DUCTWORK SYSTEMS WITH ALL OTHER REQUIRED COMPONENTS FOR PROPER SYSTEM FUNCTIONALITY. 250 - 48''Lx1x2'' B TOP FIGURE INDICATES CFM. BOTTOM 12x8 (N) EXISTING DUCT TO REMAIN WITH EXISTING > > DIMENSIONS SHOWN 12x8 2. ALL NEW DUCT SHALL BE SUPPORTED PER THE MINIMUM REQUIREMENT OF LATEST SMACMA GUIDELINE, • PROVIDE MATERIAL AND LABOR FOR HAVC SYSTEM BALANCING, TESTING, AND SCHEDULING. LINEAR SLOT DIFFUSER FIGURE INDICATES LENGTH OF AND SHALL BE BRACED AND GUYED TO PREVENT LATERAL OR HORIZONTAL SWING; FOLLOW SEISMIC - SLOT/NUMBER OF SLOTS/SLOT WIDTH E RESTRAINT GUIDELINES PER SMACNA. FASTEN ALL DUCT WORK JOINTS AND SEAMS WITH SHEET METAL E SCREW AND CAULK AIR TIGHT TO AVOID AIR STREAK. APPLICABLE CODE 12x8 RECTANGULAR DUCT WITH NET INSIDE DIMENSIONS SHOWN IN INCHES. 2018 INTERNATIONAL BUILDING CODE 3. CONTRACTOR IS DIRECTED TO VISIT SITE AND BE FULLY COGNIZANT OF ALL CONDITIONS PRIOR TO DUCT WITH INTERNAL ACOUSTICAL INSULATION. PROPOSAL. VERIFY EXACT LOCATION, ELEVATIONS, SIZES AND CONDITIONS OF EXISTING UTILITIES, DUCTS 2O18 INTERNATIONAL MECHANICAL CODE 12x8 DIMENSIONS SHOWN ARE NET INSIDE IN INCHES. AND PIPING ASSOCIATED WITH THE PROJECT ANY EXTRA EXPENSE DUE TO FAILURE TO MAKE SUCH 2018 UNIFORM PLUMBING CODE EXAMINATION. SHALL NOT BE MADE. WHERE CHANGES IN THE EXISTING WORK ARE NECESSARY TO PERMIT 2018 WASHINGTON STATE ENERGY CODE - COMMERCIAL 12110 ROUND DUCT WITH NET INSIDE DIMENSION SHOWN THE INSTALLATION OF NEW WORK, THEY SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. 2018 INTERNATIONAL FIRE CODE F STATE OF WASHINGTON AMENDMENTS AND SUPPLEMENTS TO ABOVE CODES 1210 SS 316L WELDED STAINLESS STEEL DUCT F 4. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED UTILITY SERVICES, INSPECTIONS AND PERMITS. ALL CITY OF EDMONDS MUNICIPAL CODES SQUARE ELBOW W/ TURNING VANES 5. ALL MECHANICAL WORK SHALL BE CONCEALED, UNLESS OTHERWISE NOTED. TURNING VANES IN SUPPLY DUCT ONLY 6. CLEAN THE PREMISES ON A DAILY BASIS TO LEAVE WORK AREA IN AN UNCLUTTERED CONDITION. R/D -1.5, 900 / 450 RADIUS ELBOW 7. INSTALL THE ENTIRE MECHANICAL SYSTEM TO ELIMINATE ANY OBJECTIONABLE VIBRATION AND NOISE. G 8. NOTIFY OWNER'S REPRESENTATIVE IMMEDIATELY IF A DISCREPANCY BETWEEN THE DRAWING AND THE G ACTUAL SITE CONDITION OCCURS. STOP THE WORK THAT IS AFFECTED AND OBTAIN INSTRUCTION FROM ROUND DUCT TAP ON RECTANGULAR DUCT 12x8 THE OWNER'S REPRESENTATIVE BEFORE THE WORK CAN BE RESTARTED. TAP ENTRY AREA EQUALS 150% OF BRANCH AREA 9. THE DRAWING INDICATES THE GENERAL ARRANGEMENT AND LOCATION OF PIPING, DUCTWORK, AND 12x8 RECT. DUCT TAP ON RECTANGULAR DUCT EQUIPMENT. MAKE DEVIATIONS SUCH AS OFFSETS IN DUCTS AND PIPES THAT ARE NECESSARY TO MEET TAP ENTRY AREA EQUALS 150% OF BRANCH AREA SITE CONDITIONS AND TO COORDINATE WORK WITH OTHER TRADES. ALL DEVIATIONS TO THE CONTRACT DOCUMENT, WHETHER SHOWN OR NOT, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL ROUND DUCT WITH 450 TAKE -OFF BE MADE AT NO EXTRA EXPENSE TO THE OWNER. 12"0 H H 10. OBTAIN AND FOLLOW MANUFACTURER'S DIRECTIONS WHEN INSTALLING NEW EQUIPMENT. SUBMIT CONCENTRIC / ECCENTRIC DUCT REDUCER RECTANGULAR OPERATING AND MAINTENANCE MANUALS. TO RECTANGULAR, ROUND TO ROUND OR DUCT TO FILTER HOUSING TRANSFORMATION. MAX. 150 INCLUDED ANGLE 11. COORDINATE ALL CUTTING AND PATCHING WITH GENERAL CONTRACTOR, INDIVIDUAL SUB -CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING TO THEIR WORK. EXCEPT WHERE SHOWN OTHERWISE. 12. COORDINATE ALL WORK WITH ARCHITECTURAL, ELECTRICAL AND STRUCTURAL, AND PLUMBING DRAWINGS, RECTANGULAR TO ROUND DUCT TRANSFORMATION INSTALL ALL WORK TO CLEAR NEW AND EXISTING ARCHITECTURAL AND STRUCTURAL MEMBERS. I MANUAL SINGLE BLADE OR MULTIPLE BLADE 13. FURNISH AND INSTALL COMPLETE ALL MATERIALS, EQUIPMENT AND LABOR AS SHOWN AND AS NECESSARY VOLUME DAMPER FOR COMPLETE WORKABLE SYSTEM. FSD FIRE/SMOKE DAMPER W/ DUCT ACCESS PANEL 14, CONTRACTOR SHALL GUARANTEE THAT THE WORK DONE UNDER THIS SPECIFICATION WILL BE FREE FROM FAULTY MATERIALS OR WORKMANSHIP AND HEREBY AGREES, UPON RECEIVING NOTIFICATION FROM THE OWNER, AND TO ITS ENTIRE SATISFACTION, ALL DEFECTS, DAMAGES OR IMPERFECTIONS APPEARING IN �� FLEXIBLE CONNECTION IN DUCT SAID WORK WITHIN A PERIOD OF ONE (1) YEAR FROM DATE OF FILING NOTICE OF COMPLETIONS. J 15. ALL SUPPLY AIR DUCTWORK WITHIN UN -CONDITIONAL SPACE SHALL BE EXTERNALLY OR INTERNALLY INSULATED WITH MINIMUM R-8 INSULATION. ABBR. DESCRIPTION ABBR. DESCRIPTION 16, RESTORE ALL DAMAGE AND LEAVE PREMISES IN CLEAN CONDITION WHEN FINISHED WITH WORK. 17. PROVIDE TO THE OWNER TWO SETS OF AS -BUILT DRAWINGS AND TWO BOUND SETS OF ALL OPERATING AFF ABOVE FINISHED FLOOR FR FROM BLDG BUILDING GE GREASE EXHAUST MANUALS, DIAGRAMS SERVICE CONTRACTS, GUARANTEES, ETC. BSMT BASEMENT ICS IN CEILING SPACE 18. TEST AND BALANCE ALL EQUIPMENT AND DEVICES TO PERFORM AND DELIVER SPECIFIED QUANTITIES ON CFF CAP FOR FUTURE INS INSULATION (THERMAL) K THE DRAWING. AIR BALANCING SHALL BE PERFORMED BY 3RD PARTY. SUBMIT 4 SET OF AIR BALANCE CLG CEILING K REPORT TO THE ENGINEER PRIOR FINAL. CSD CEILING SUPPLY NIC NOT IN CONTRACT DIFFUSER 19. THE MATERIAL OF THE DUCTS SHALL BE AS FOLLOWING; a) RECTANGULAR DUCTS AND ANY EXPOSED OSA OUTSIDE AIR (FRESH AIR) DUCTS : GALVANIZED SHEET METAL WITH GAUGE PER LATEST SMACNA STANDARD. b) ROUND DUCTS IN EA EXHAUST AIR CEILING SPACE : GALVANIZED SHEET METAL WITH GAUGE PER LATEST SMACNA STANDARDS. CLASS 1 SA SUPPLY AIR FLEXIBLE DUCT SHALL BE USED NOT MORE THAN 5 FT. FROM THE AIR IN/OUTLET. c) BATHROOM & KITCHEN DN DOWN SAD SEE ARCHITECTURAL DWG. EXHAUST DUCTS AND DRYER VENTS: GALVANIZED SHEET METAL INSTALL IN ACCORDANCE WITH METHODS DWG. DRAWING SOV SHUT-OFF VALVE L AND STANDARDS OF ASHRAE AND SMACNA FOR LOW PRESSURE CONSTRUCTION. SRR SIDEWALL RETURN FA FRESH AIR REGISTER 20. ALL ELECTRICAL MATERIALS AND EQUIPMENT SHALL BE LISTED BY UNDERWRITER'S LABORATORIES. FL FLOOR UTR UP THROUGH ROOF 21. DUCTWORK SHALL BE SUPPORTED PER SMACNA STANDARDS. FR FROM VTF VENT THROUGH ROOF 22. SHEET METAL DUCTWORKS SHALL BE CONSTRUCTED PER SMACNA STANDARDS. 23. SEAL ALL TRANSVERSE JOINTS OF AIR DUCTS WITH DUCT SEALANT PER SMACNA TANDARD. M M 24. SUPPLY AND RETURN AIR DUCTS AND PLENUMS OF A HEATING OR COOLING SYSTEM SHALL BE INSULATED TO ACHIEVE THE MINIMUM THERMAL (R) VALUE AS SET FORTH IN 2018 WSEC. TABLE-C403.10.1.2. APPROVED MATERIALS SHALL BE INSTALLED ON DUCTS AND PLENUMS FOR INSULATING, SOUND DEADENING, OR OTHER PURPOSES. MATERIALS SHALL HAVE A MOLD, HUMIDITY, AND EROSION -RESISTANT SURFACE THAT MEETS THE REQUIREMENTS OF THE REFERENCED STANDARD FOR AIR DUCTS IN CHAPTER 17. INSULATION APPLIED TO THE SURFACE OF DUCTS, INCLUDING DUCT COVERINGS, LININGS, TAPES, AND ADHESIVES, LOCATED IN BUILDINGS SHALL HAVE A FLAME -SPREAD INDEX NOT GREATER THAN TWENTY-FIVE (25) AND A SMOKE DEVELOPED INDEX NOT GREATER THAN FIFTY (50), WHEN TESTED AS A COMPOSITE INSTALLATION. N N 25. CONTRACTOR SHALL COORDINATE WITH ARCHITECT BEFORE PURCHASING DIFFUSERS AND REGISTERS FOR APPROPRIATE SIZE, TYPE, FINISH, AND INSTALLATION LOCATION. 26. FLEXIBLE DUCTS MAY BE USED IN BETWEEN JOISTS AND AT CONNECTION TO DIFFUSERS WITHIN A MAXIMUM 5 FEET LENGTH. FLEXIBLE DUCT SHALL BE LISTED AND LABELED UMC 10-1 (UL181). 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 T 99 RANCH MARKET at Edmonds 22511 Highway 99 Edmonds, WA 98026 saith 0*0 603 Stewart Street suite 610 Seattle, washington 98101 206.466.5239 p 206.713.4076 m ksmith@smithco.org http://www.smithco.org/ Architect Registration RESUB 4/16/2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Consultant IYUP Ern► kiln► e'er�►'n► a r dl Z)e'si► Win► - ve'I'i1/CJea Irn►C�. 3103 Independence Drive Livermore, CA 94551 TEL: 925-409-2508 CEL: 510 468-0613 FAX: 510-788-6039 Consultant Registration H U 1071 • 54085 EXPIRES \ 12/05/21 Issues and Revisions No. Date Issues 02.25.21 PERMIT REVIEW SET 03.01.21 PERMIT SET Project Name 99 RANCH EDMOND Project Number 20066 Description MECHANICAL NOTES Computer File Scale Template All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. ME=Oml 1 2 3 4 5 6 7 8 9 1 10 1 11 12 13 14 15 16 17 18 19 MECHANICAL EQUIPMENT SCHEDULE /:\ ME FI F— EXISTING ROOFTOP PACKAGED AC UNIT SCHEDULE COOLING PERFORMANCE HEATING PERFORMANCE SUPPLY FAN DATA ELECTRICAL DATA EQMT. TAG AREA SERVED MANUFACTURE /MODEL NO. NOMINAL TOTAL NO. OF COOLING TOTAL INPUT/ MIN. HEATING OPERATING MIN. E.S.P. MOTOR MOTOR FAN SPEED FAN DRIVE PHASE COMPRESSOR FILTER DATA OPERATING WEIGHT REMARK COOLING SENSIBLE EER/IEER COMPRE- 0 STAGE (/0) OUTPUT CAPACITY MIN. AFUE HEATING 0 STAGE (/0) AIRFLOW OSA (IN W.G.) RATED BHP (RPM) TYPE VOLT /HZ FLA RLA/LRA MCA MOCP TONNAGE (MBTUH) SSOR (MBTUH) STAGE (CFM) (CFM) HP (E) BAKERY SALES CARRIER / 48TJD-016 174 8.6/ 0/100 230/186 8-1 6,000 EXISTING EXISTING EXISTING EXISTING 460 8/60 EXISTING EXISTING EXISTING EXISTING XISTING 1 3 4 5 AC-06 REMARKS: 1O SUPPLY FAN SHALL BE PROGRAMMED TO OPERATE DURING OPERATING HOURS. CONFIRM WITH OWNER FOR EXACT OPERATION HOURS. (2) RE -BALANCE SUPPLY FAN AND MINIMUM OUTSIDE AIR DAMPER POSITION PER ORIGINAL SCHEDULED FLOW RATE. OUTSIDE AIR DAMPER SHALL BE TURNED TO MINIMUM POSITION WHEN UNIT IS CALLED FOR HEATING. 3� PROVIDE COMPLETELY HEATING AND COOLING FUNCTIONAL TESTS PRIOR TO CONSTRUCTION. FUNCTIONAL TESTS SHALL ALSO INCLUDE HEATING AND COOLING PERFORMANCE TESTS, CONTROL OF DAMPER, ECONOMIZER, CONDENSATE AND DRAIN PAN DRAINAGE, AND DUCT SMOKE DETECTOR AT DISCHARGE. REPORT DEFICIENCY OF UNIT AND ASSOCIATED EQUIPMENT TO ENGINEER AND/OR ARCHITECT. ® MECHANICAL CONTRACTOR TO VERIFY (E) DUCT SMOKE DETECTOR AND TEST (E) DETECTOR PRIOR TO USE. 5� SPECIFICATION/DATA SHOWN ON SCHEDULE ARE BASED ON RECORD DRAWING PROVIDED BY LANDLORD. CONTRACTOR IS RESPONSIBLE TO VERIFY EXACT SPECIFICATION AFTER THE INSTALLATION OF UNITS BY LANDLORD AT FIELD PRIOR TO CONSTRUCTION. REPORT TO ARCHITECT/ENGINEER IF ANY MAJOR DISCREPANCY IN SPECIFICATION IS OBSERVED. DIFFUSER AND GRILLE SCHEDULE TAG LOCATION TYPE BRAND / MODEL MODULE SIZE NECK SIZE REMARK A SEE PLAN CEILING SUPPLY TITUS / PCS SEE PLAN SEE PLAN 1 2 3 DIFFUSERS REMARKS: 1O CONTRACTOR TO VERIFY EXACT BORDER TYPE WITH ACTURAL CEILING CONSTRUCTION PRIOR TO ORDER. 2� PROVIDE FACTORY OPPOSED -BLADES DAMPER FOR BALANCING WHERE ACCESS OF MANUAL DAMPER CANNOT BE OBTAINED. 30 CONFIRM WITH ARCHITECT FOR FINISH AND COLOR PRIOR TO PLACE ORDER. Ed - [am DUCT INSULATION SCHEDULE ITEM LOCATION INSULATION TYPE MIN. R-VALVE MIN. THICKNESS REMARK SUPPLY AIR DUCT/PLENUM EXTERIOR AND FIBERGLASS R-8 3" 1002 UNCONDITIONAL SPACE RETURN AIR DUCT/PLENUM EXTERIOR AND FIBERGLASS R-8 3" 1�O2 UNCONDITIONAL SPACE REMARKS: 1� ALL INSULATION OR ACCOUSTICAL LINING SHALL HAVE SMOKE SPREAD INDEX LESS THAN 50 AND FLAME SPREAD INDEX LESS THAN 25. �2 ALL EXTERIOR DUCTWORK AND PLENUMS SHALL BE INTERNALLY INSULATED. MECHANICAL DETAILS J 2x ROOF JOIST OR 2x ROOF JOIST OR BLOCKING SECURE ANGLE TO N0.12, GALVANIZED WIRE SPECIFIED FLEXIBLE JOIST WITH (2)-Y8''0x4'' BLOCKING NECK TO MATCH DIFFUSER PLENUM BOX SHALL BE SUPPORT TO AVOID SAGGING DUCTWORK- 5 MAX. LENGTH. 2 2" . BOLT NUT AND %"O SHEET MIN METAL SCREW WITH MIN. ROUND OR SQUARE MINLARGER THAN SQUARE 2" . DIFFUSER AND DUCT COLLAR OF FLEX DUCT. SEAL AIR TIGHT AT DUCT AND WASHER. 2%" EMBEDMENT s �� O COUPLER. G (TYP. OF 2) DIFFUSER NECK INSULATE EXTERNALLY DIFFUSER CONNECTION WITH &o THREADED ROD. 2%" MIN. 8 1 „ STAR K CONNECT TO STRUCTURE 1/2'' MIN. WIDE DRAWBAND. s O AIRCRAFT CABLE SWAY BRACE / WASOHER(TYP.) 6 (4) 20 GA. 1-'4" SHEET METAL PLENUM COLLAR RIGID SMOOTH 90° 1/2" WIDE DRAWBAND. AT 450 BRACE AT EACH END OF GALVANIZED DUCT ELBOW DUCTWORK STRAPS TO PLENU FLEXIBLE DUCTWORK-5' MAX. SHEET METAL SUPPLY EACH STRAP BOX W/ (2) #10 S.M LENGTH SEAL AIR TIGHT AT DUCT. ADJACENT TO ONE SCREWS @EACH PLENUM COLLAR & AT SPIN W/ ANOTHER AT HANGER CONNECTION 1/2" MIN. WIDTH BANDS, AND I LOCATION(TYP.) TAPED WITH HARDCAST. 2x2x%4" HINGED 0 0 _ ANGLE IRON. L 4"MIN 1/2" WIDE DRAW -BAND. FRAMED OPENINGA R=1.5 x DUCT BLOCKING DIAMETER. 1 1''x12 GA SPILT RING ( )8 SAME GAUGE AS NUT AND LOCK NUT COLLAR AROUND DUCT GALVANIZED STEEL LAY -IN T-BAR TYPE I SUPPORT TYPE II SUPPORT DUCT, 1" WIDE ON 1G CENTERS SURFACE MOUNT FRAME TO MATCH CEILING NOTES: M FRAME WITH GASKET MODULAR GRID AND TYPE APPLY TYPE I DUCT SUPPORT AT EACH END OF SUPPLY AIR MAIN. AND FASTENERS DAMPER WHEN SPECIFIED SURFACE MOUNT FRAME LAY -IN T BAR CEILING. 2. APPLY TYPE II DUCT SUPPORT AT 10' INTERVAL. (OPERABLE FROM FACE) WITH GASKET AND 3. REFER TO LATEST SMACNA HVAC STANDARD FOR HANGING SPACING REQUIREMENT FOR DUCTWORK LARGER THAN 30"0. ADJUSTABLE OR REMOVABLE FASTENERS. FRAME TO MATCH 4. PROVIDE SWAY & SEISMIC BRACING PER SMACNA SEISMIC GUIDELINES. CEILING DIFFUSER. CEILING MODULAR GRID 5. HANGER MATERIAL SUPPORTING FLEXIBLE DUCT SHALL IN NO CASE BE LESS THAN 1%" WIDE. FLEXIBLE DUCT SHALL BE AND TYPE. SUPPORTED PER MANUFACTURER RECOMMENDED MATERIALS AND AT INTERVAL NO GREATER THAN 4FT. PERMISSIBLE SAG IS MAX. %2" PER FOOT OF SPACING BETWEEN SUPPORTS. N i ALTERNATE CEILING DI EEUSER DETAIL LL CEILING DI EEUSER DETAIL 3 DUCT 5UFFORT DETAIL SCALE: N.T.S. om SCALE: N.T.S. SCALE: N.T.S. y" SQUARE ROD SECTION A -A y" SQUARE ROD r"O SET SCREW 1 "xw" GALVANIZED STRAPS SPOTWELD TO BLADE 16 GAUGE GALVANIZED BLADE LESS THAN DUCT DIAMETER VENTLOCK NO. 609 END BEARING GASKET (TYP.-2) VENTLOCK NO. 607---- END BEARING FOR �VENTLOCK NO. 638 INSULATED DUCT REGULATOR FOR INSULATED DUCT, VENTLOCK N0.635 FOR INDICATING HANDLE PLAN VIEW UNINSULATED DUCT. ROUND VOLUME DAMPER SUP TO 14" DIAMETER, LOW PRESSURE SCALE: N.T.S. IIIIIIIIIIIIIIIIII11I:11 �C MIN] IF -v I I I IL =© IN -W O ,,,99,; RANC H MARKET at Edmonds 22511 Highway 99 Edmonds, WA 98026 603 Stewart Street suite 610 Seattle, washington 98101 206.466.5239 p 206.713.4076 m ksmith@smithco.org http://www.smithco.org/ Architect Registration RESUB 4/16/2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Consultant XH�P Ern► kiln► eer�►nJ a► n► d meal/ Win► S�er� �i►CJe� Irn►CJ� 3103 Independence Drive Livermore, CA 94551 TEL: 925-409-2508 CEL: 510-468-0613 FAX: 510-788-6039 Consultant Registration ,�P•HUI•pq • p�� of ��'�' •' -O 54085 EXPIRES 2/05/21 Issues and Revisions No. Date Issues 02.25.21 PERMIT REVIEW SET 03.01.21 PERMIT SET Project Name 99 RANCH EDMOND Project Number 20066 Description MECHANICAL EQUIPMENT SCHEDULE AND DETAILS Computer File Scale Template All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 ME=011 fi8 RANCH MARKET at Edmonds 22511 Highway 99 Edmonds, WA 98026 IDA6*011 C-00 603 Stewart Street suite 610 Seattle, washington 98101 206.466.5239 p 206.713.4076 m ksmith@smithco.org http://www.smithco.org/ Architect Registration RESUB 4/16/2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Consultant Up a n► d� �e_s 1 Win► se vi►c�e,_s� In cJ .�J J.�.� . L - 3103 Independence Drive Livermore, CA 94551 TEL: 925-409-2508 CEL: 510-468-0613 FAX: 510-788-6039 Consultant Registration H U 1 p"'.4 5408S, 4 I EXPIRES \ 12/05/21 1 Issues and Revisions No. Date Issues 02.25.21 PERMIT REVIEW SET 03.01.21 PERMIT SET Project Name 99 RANCH EDMOND Project Number 20066 Description GROUND FL.MECHANICAL REFLECTED CEILING PLAN - DEMO Computer File Scale Template All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. ME=1 mO 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 12 13 14 15 1 16 17 18 19 SHEET NOTES: 1O CONNECT NEW DUCT WORK TO (E) DUCT PER PLAN. SEAL AIRTIGHTED. TYPICAL OF ALL. O2 RE -BALANCE (E) DIFFUSER AND REGISTER PER ORIGINAL AIRFLOW RATE AS SHOWN ON PLAN. O3 BALANCE (N) DIFFUSER PER AIRFLOW RATE SHOWN ON PLAN. H1 10� X-A F El KEY PLAN E 1 1 2 1 3 1 4 1 5 1 6 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 PIA ARM A V9 9 /' 091 RANCH MARKET B at Edmonds 22511 Highway 99 Edmonds, WA 98026 603 Stewart Street suite 610 Seattle, washington 98101 206.466.5239 p 206.713.4076 m p ksmith@smithco.org http://www.smithco.org/ Architect Registration E RESUB 4/16/2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT F Consultant G ITHZE En► -i►'n► eerie a n► d� � vs1i►►'Win► awa ilam ' Ire cJ .� ; �.�.� JJJ��J 3103 Independence Drive Livermore, CA 94551 TEL: 925-409-2508 CEL: 510-468-0613 FAX: 510-788-6039 T J HULpq -O 54085 : 1 EXPIRES 12105121 Issues and Revisions No. Date Issues 02.25.21 PERMIT REVIEW SET 03.01.21 PERMIT SET K L M Project Name 99 RANCH EDMOND Project Number 20066 Description GROUND FL.MECHANICAL N REFLECTED CEILING PLAN - NEW Computer File Scale Template All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned Oby and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. ME=1 A 1 2 1 3 4 5 6 7 1 8 1 9 10 11 12 1 13 14 15 16 17 1 18 19 GENERAL NOTES PLUMBING GENERAL NOTES CONT. DRAWING INDEX LEGENDS, SYMBOLS AND ABBREVIATIONS 1. CONTRACTOR SHALL VISIT JOB SITE, VERIFY FIELD CONDITIONS, REVIEW PLAN AND SPECIFICATIONS AND 25. SOCKET -WELDING FITTINGS: ANSI 1316.11 FORGED STEEL. PB-0.1 PLUMBING GENERAL NOTES AND INFORMATION SYMBOL DESCRIPTION A SHALL INCLUDE IN HIS PRICE THE NECESSARY COST TO CONSTRUCT THIS PROJECT IN ACCORDANCE WITH PB-0.2 PLUMBING SCHEDULES, CALCULATIONS, AND TABLES A PB-0.3 PLUMBING DETAILS THE MECHANICAL DRAWING AND SHALL MEET ALL APPLICABLE CODES. 26. BUTT -WELDING FITTINGS: ANSI/ASME 1316.9 WROUGHT STEEL WITH BACKING RINGS OF COMPATIBLE MATERIAL. PB-1.0 GROUND FLOOR DOMESTIC WATER PIPING PLAN - DEMO UP EQUIPMENT TYPE 2. ALL MATERIAL AND EQUIPMENT FURNISHED AND INSTALLED SHALL BE NEW, FREE FROM DEFECTS AND PB-1.1 GROUND FLOOR DOMESTIC WATER PIPING PLAN - NEW LO EQUIPMENT NUMBER SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE BY THE OWNER. 27. UNIONS: ASME/ANSI B16.39 BLACK MALLEABLE IRON. PB-1.2 ENLARGED GROUND FLOOR DOMESTIC WATER PIPING PLANS SHOULD ANY TROUBLE DEVELOP DURING THE PERIOD DUE TO FAULTY WORKMANSHIP OR MATERIAL, THE DETAIL DRAWING NUMBER CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIAL AND LABOR TO CORRECT THE TROUBLE 28. FLANGES AND FLANGED FITTINGS: ASME/ANSI B16.5 STEEL FLANGES OR CONVOLUTED STEEL FLANGES. PB-2.0 GROUND FLOOR WASTE AND VENT PIPING PLAN - DEMO DETAIL DRAWING PAGE WITHOUT COST TO THE OWNER. FLANGE FACES SHALL HAVE INTEGRAL GROOVES OF RECTANGULAR CROSS SECTION WHICH AFFORD PB-2.1 GROUND FLOOR WASTE AND VENT PIPING PLAN - NEW �� POC POINT OF CONNECTION CONTAINMENT FOR SELF -ENERGIZING GASKET MATERIAL. PB-2.2 ENLARGED GROUND FLOOR WASTE AND VENT PIPING PLANS B 3. CONTRACTOR IS TO REVIEW THE PLANS OF OTHER DISCIPLINES AND COORDINATE WITH THE WORK OF POD POINT OF DISCONNECT B OTHER TRADES PRIOR TO INSTALLATION TO AVOID ANY CONFLICT BETWEEN DUCTS, CONDUITS, 29. THREADED JOINTS: WHERE POSSIBLE USE PIPE WITH FACTORY -CUT THREADS, OTHERWISE CUT PIPE PB-3.0 PARTIAL PLUMBING ROOF PLAN SPRINKLERS, PIPING, LIGHTING FIXTURES, ETC. NO EXTRAS WILL BE ALLOWED FOR CORRECTION OF LENGTHS ACCORDINGLY WITH ANSI/ASME 131.20.1. PROVIDE THREADS SMOOTH, CLEAN, AND FULL -CUT. -- PLUMBING FIXTURE CONNECTION CONFLICTS DUE TO LACK OF COORDINATION. APPLY ANTI -SEIZE PASTE OR TAPE TO MALE THREADS PORTION. WORK PIPING INTO PLACE WITHOUT = CO CLEAN OUT SPRINGING OR FORCING. BACKING OFF TO PERMIT ALIGNMENT OF THREADED JOINTS WILL NOT BE SCOPE OF WORK 4. THE DRAWINGS ARE DIAGRAMMATIC AND SHALL NOT BE SCALED TO DETERMINE EXACT LOCATION OF PERMITTED. ENGAGE THREADS SO THAT NOT MORE THAN TWO THREADS REMAIN EXPOSED. USE UNIONS C DN. PIPE DOWN PIPING, DUCT WORK OR DIFFUSERS. FOR CONNECTIONS TO VALVES, METERS FOR WHICH A MEANS OF DISCONNECTION IS NOT OTHERWISE • DEMOLISH EXISTING PLUMBING SYSTEM PER NOTES AND PLANS. 0- UP PIPE UP 5. THE CONTRACTOR SHALL BRING TO THE ARCHITECT'S ATTENTION OF ANY DISCREPANCY OR CONFLICTS IN PROVIDED. • FURNISH AND INSTALL PLUMBING FIXTURES AND ASSOCIATED COMPONENTS PER PLAN. > -- FLOW DIRECTION C THE PLANS OR THE SITE CONDITIONS. ALL NECESSARY CHANGES MUST BE APPROVED IN WRITING BY THE 30. WELDED JOINTS: WELD BY THE SHIELDED METAL -ARC PROCESS, USING COVERED ELECTRODES AND IN • FURNISH AND INSTALL NEW DOMESTIC WATER PIPING SYSTEM WITH ALL OTHER �J TP TRAP PRIMER W/ WALL ACCESS PANEL C ARCHITECT BEFORE START OR WORK. ACCORDANCE WITH PROCEDURES ESTABLISHED AND QUALIFIED IN ACCORDANCE WITH ASME B31.8. ASSOCIATED COMPONENTS PER PLAN. HB HOSE BIBB SOLDER IN ACCORDANCE WITH ASTM B32 SHALL BE APPLIED TO THE JOINT SURFACES UNTIL CAPILLARY SOV SHUT-OFF VALVE 6. CONTRACTOR TO SUBMIT CATALOG CUT SHEETS OF ALL THE MATERIAL AND EQUIPMENT TO BE USED ACTION DRAWS THE MOLTEN SOLDER INTO THE CAP. SOLDER AND FLUXES WITH A LEAD CONTENT THAT • FURNISH AND INSTALL NEW WASTE, GREASE WASTE, AND VENT SYSTEM WITH ALL OTHER AND WORKING SHOP DRAWINGS FOR APPROVAL BEFORE START OF WORK. EXCEEDS 0.2 PERCENT SHALL BE PROHIBITED IN PIPING SYSTEM CONVEYING POTABLE WATER. ASSOCIATED COMPONENT PER PLAN. CKV CHECK VALVE GCK GAS COCK 7. SUPPORTS FOR ALL PIPING AND DUCTWORK SHALL BE IN ACCORDANCE WITH LATEST SMACNA 31. FLANGED JOINTS: USE FLANGED JOINTS FOR CONNECTING WELDED JOINT PIPE AND FITTINGS TO VALVES "GUIDELINES FOR SEISMIC RESTRAINTS OR MECHANICAL SYSTEMS AND PLUMBING SYSTEMS". TO PROVIDE FOR DISCONNECTION. INSTALL JOINTS SO THAT FLANGE FACES BEAR UNIFORMLY ON APPLICABLE CODE ASV NATURAL GAS AUTOMATIC SHUT-OFF VALVE GASKETS. ENGAGE BOLTS SO THAT THERE IF COMPLETE THREADING THROUGH THE NUTS AND TIGHTEN SO THAT BOLTS ARE UNIFORMLY STRESSED AND EQUALLY TORQUE. 2018 INTERNATIONAL BUILDING CODE ® FD FLOOR DRAIN PLUMBING GENERAL NOTES 2018 INTERNATIONAL MECHANICAL CODE 32. USE TEST PRESSURE OF 50 PSIG. DO NOT TEST UNTIL EVERY JOINT HAS SET AND COOLED AT LEAST 8 2018 UNIFORM PLUMBING CODE ► PR PIPE REDUCER 1. PROVIDE ISOLATED COUPLINGS AND/OR UNIONS AT POINTS OF CONNECTION BETWEEN COPPER, STEEL HOURS AT TEMPERATURES ABOVE 50 DEGREES F. TEST PIPING SYSTEM FOR AT LEAST 4 HOURS WITHOUT 2018 WASHINGTON STATE ENERGY CODE - COMMERCIAL WCO WALL CLEAN -OUT AND BRASS PIPING. PRESSURE LOSS OR VISIBLE LEAKS. 2018 INTERNATIONAL FIRE CODE 2018 INTERNATIONAL FUEL GAS CODE FCO FLOOR CLEAN -OUT 2. ALL WATER PIPING SYSTEMS AND DRAINAGE PIPING SYSTEMS, INCLUDING SUPPLY, WASTE AND DRAIN 33. PLUMBING FIXTURE CONNECTION SIZE: SEE PLAN. STATE OF WASHINGTON AMENDMENTS AND SUPPLEMENTS TO ABOVE CODES SHALL BE INSTALLED WITH VIBRATION ISOLATORS AND SHALL BE ISOLATED FROM ANY STRUCTURAL ALL CITY OF EDMONDS MUNICIPAL CODESF BDV STRAINER WITH BLOWDOWN VALVE MEMBERS, WALL SECTIONS OR OTHER MATERIALS THAT COULD TRANSMIT SOUND TO THE OCCUPIED 34. PRESSURE PIPING AND FITTING: PRV DOMESTIC COLD WATER PRESSURE REDUCING VALVE E AREAS. ALL HANGERS, STRAPS, BRACKETS, AND SUPPORTS SHALL HAVE ACOUSTICAL COMPONENTS OR E COMBINED NEOPRENE AND PLASTIC FOAM BY TECH SPECIALTIES, DIVISION OF SPECIALTY PRODUCTS CO. A. DOMESTIC COLD AND HOT WATER (ABOVE GRADE): HARD DRAWN DEOXIDIZED WATER SERVICE PR NATURAL GAS PRESSURE REGULATOR TO ISOLATE COMPLETE PIPE CONTACT AREA. ALL ISOLATION MATERIAL SHALL HAVE A MINIMUM TUBING CONFORMING TO ASTM B88, TYPE "L". PROVIDE 125 PSI FLANGE AT CHANGE OF MATERIAL THICKNESS OF 1/2". INSTALL ALL COMPONENTS AS PER MANUFACTURER'S INSTRUCTIONS. LOCATIONS. B. DOMESTIC COLD AND HOT WATER (BELOW GRADE): HARD DRAWN DEOXIDIZED WATER SERVICE LINE TYPE ABBREV. DESCRIPTION 3. INSTALL ALL CLEAN -OUTS WHERE REQUIRED BY ORDINANCES, AT ENDS OF HOUSE DRAINS, AT ALL TUBING CONFORMING TO ASTM B88 TYPE TYPE "K". CHANGES IN DIRECTIONS, IN ALL STRAIGHT RUNS AT 100 FOOT INTERVALS, WHERE HORIZONTAL MAINS C. FITTINGS FOR COPPER WATER TUBING: ANSI B16.22 WROUGHT COPPER SOLDER -JOINT FITTING. (D) PIPE TO BE REMOVED CHANGE SIZE, AND AT ALL ENDS OF ALL BRANCH PIPES WHICH ARE 5' OR OVER IN LENGTH. D. TRAP PRIMER PIPING (UNDERGROUND): HARD DRAWN DEOXIDIZED WATER SERVICE TUBING (E) EXISTING PIPE TO REMAIN F CONFORMING TO ASTM B88, TYPE "K", WROUGHT COPPER FITTING AND BRAZED JOINT. F 4. PLUMBING FIXTURES SHALL BE COMPLETED WITH ALL ACCESSORIES REQUIRED FOR A COMPLETE E. HARRIS, ENGELHARD, OR EQUAL, BCUP FILLER MATERIAL FOR BRAZING OF COPPER FITTING G G. NATURAL GAS INSTALLATION. JOINTS. BRAZE JOINTS FOR COLD WATER PIPING 2-1/2" AND LARGER. BRAZE JOINTS FOR HOT HWS- HWS HOT WATER SUPPLY WATER PIPING 2-1/2" AND LARGER. 5. SELECTION OF FAUCETS AND FITTINGS SHALL AVOID THE TYPE WITH POTENTIAL FOR LEAD HWR HOT WATER RETURN CONTAMINATION. 35. SANITARY AND GREASE DRAINAGE PIPING AND FITTING: CW CW COLD WATER SUPPLY 6. INSTALL STOP VALVES ON HOT AND COLD WATER SUPPLIES TO EACH FIXTURE. A. CAST IRON SOIL PIPE AND FITTINGS (ABOVE FLOOR): REQUIRED CISPI 301 & 310 WHICH FW FW FILTER WATER COMPLIANCE WITH HUD UM 77A CAST IRON HUBLESS SOIL PIPE AND FITTING. ALL PIPE AND SW SW SANITARY WASTE G 7. ALL FLOOR DRAIN MUST HAVE 1/2" COLD WATER LINE CONNECTED TO TRAP PRIMER. ALL UNDERGROUND FITTINGS SHALL BE MARKED WITH CISPI'S COLLECTIVE TRADEMARK OR RECEIVE PRIOR G COLD WATER LINE SHALL BE ASTM TYPE-K HARD DRAWN COOPER INSTALLED WITH CONTINUOUS SLOPE APPROVAL BE THE ENGINEER OF RECORD. JOINTS FOR HUBLESS PIPE AND FITTINGS: CISPI 310 G��, GW GREASE WASTE TOWARD FLOOR DRAIN. AND SHALL CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND LOCAL - - V VENT PIPE CODE REQUIREMENTS. ANACO "HUSKY SD 4000, CLAMP -ALL 125, TYLER WB, MG COUPLINGS, OR CD CD CONDENSATE DRAIN 8. MATERIALS, METHODS AND LOCATIONS OF SERVICE MAINS CONNECTING THE NEW CONSTRUCTION TO EQUAL, COMPLY WITH FM 1680, CLASS 1. ALL NEW AND EXISTING SERVICES SHALL BE IN STRICT ACCORDANCE WITH RULES, REGULATIONS, B. CAST IRON SOIL PIPE AND FITTINGS (BELOW SLAB): ASTM A74 STANDARD WEIGHT HUB AND CODES AND REQUIREMENTS OF ALL AGENCIES HAVING JURISDICTION OVER THIS INSTALLATION. LOCATE SPIGOT PIPING AND FITTING. ALL PIPE AND FITTINGS SHALL BE MARKED WITH CISPI'S ABBR. DESCRIPTION ABBR. DESCRIPTION ALL EXISTING STUBS TO BE CONNECTED TO IN THIS CONTRACT BEFORE WORK IS STARTED. COORDINATE COLLECTIVE TRADEMARK OR RECEIVE PRIOR APPROVAL BE THE ENGINEER OF RECORD. JOINT LOCATION OF WATER AND SEWER CONNECTIONS WITH BUILDING ENGINEER. FOR HUB AND SPIGOT PIPE AND FITTINGS: ASTM C-564 COMPRESSION GASKETS OR SHALL BE AFF ABOVE FINISHED FLOOR FR FROM H INSTALLED WITH LEAD AND OAKUM. H 9. CAULK AIRTIGHT ALL PLUMBING PENETRATIONS IN SOUND RATED WALLS AND FLOOR/CEILINGS. SEAL C. COPPER DRAINAGE PIPING AND FITTINGS (ABOVE FLOOR): ASTM B306 DWV TYPE COPPER BLDG BUILDING GE GREASE EXHAUST PENETRATIONS OF CONCRETE FLOORS WITH CEMENT GROUT. MINIMIZE PENETRATIONS THROUGH TUBING AND ANSI B16.23 CAST BRONZE SOLDER -JOINT DRAINAGE TYPE FITTING. PROVIDE BSMT BASEMENT SOUND RATED CONSTRUCTION. MISSION, OR EQUAL, CISPI 310 ADAPTOR COUPLING WITH NEOPRENE GASKET AND STAINLESS ICS IN CEILING SPACE 10. CONTRACTOR SHALL INSTALL ALL PLUMBING FIXTURES AND TRIM AS SHOWN ON THE ARCHITECTURAL STEEL SHIELD WITH TWO BANDS. D. CONDENSATE PIPING AND FITTINGS: ASTM B88 HARD DRAWN DEOXIDIZED, TYPE M COPPER CFF CAP FOR FUTURE INS INSULATION (THERMAL) CLG CEILING PLANS. ROUGH -IN FOR ALL FIXTURES SHALL BE EXACTLY TO MEASUREMENTS FURNISHED BY FIXTURE TUBING WITH ANSI B16.22 WROUGHT COPPER WYES AND LONG RADIUS SOLDER -JOINT FITTINGS. CSD CEILING SUPPLY DIFFUSER NIC NOT IN CONTRACT MANUFACTURER. ALL EXPOSED PARTS TO BE CHROMIUM PLATED UNLESS SPECIFIED OTHERWISE. 36. ALL FIXTURES, EQUIPMENT, PIPING AND MATERIALS SHALL BE LISTED. EA EXHAUST AIR OSA OUTSIDE AIR (FRESH AIR) 11, KEEP ROUGH -IN CUTS WITHIN THE PLATE LINES AND DO NOT CUT COMPLETELY THROUGH PLATES IN SOUND -RATED WALLS. DRILL OR SAW NEAT ROUND HOLES FOR ALL PIPING. SIZE APPROXIMATELY,2 INCH 37, ALL FAUCETS IN PUBLIC RESTROOMS SHALL BE SELF -CLOSING OR SELF -CLOSING METERING FAUCETS. DN DOWN SA SUPPLY AIR LARGER THAN THE PIPE DIAMETER. SAD SEE ARCHITECTURAL DRAWING 38. PUBLIC LAVATORIES SHALL HAVE CONTROLS TO LIMIT THE WATER TEMPERATURE TO 1100F. FA FRESH AIR SOV SHUT-OFF VALVE 12. PIPE LINES SHALL BE INSTALLED FREE FROM TRAPS AND AIR POCKETS AND TRUE TO LINE AND GRADE WITH SUITABLE SUPPORTS PROPERLY SPACED. PIPING SHALL BE INSTALLED WITHOUT UNDUE STRESSES 39. WATER PIPE AND FITTINGS WITH A LEAD CONTENT WITH EXCEEDS 8% SHALL BE PROHIBITED IN SYSTEMS SRR SIDEWALL RETURN REGISTER FL FLOOR AND WITH PROVISION FOR EXPANSION AND CONTRACTIONS. CONVEYING POTABLE WATER. FR FROM UTR UP THROUGH ROOF 13. HORIZONTAL LINES SHALL HAVE HANGERS OR SUPPORTS SPACED AS FOLLOWS: 40. ALL NATURAL GAS COOKING EQUIPMENT SHALL BE EQUIPPED WITH QUICK DISCONNECT GAS HOSE VTF VENT THROUGH ROOF J CONNECTION AND RESTRAINING CABLE ATTACHED TO THE EQUIPMENT. J A. CAST IRON PIPE - 5' CENTERS B. STEEL PIPE - 10' CENTERS 41, ALL CLEAN -OUTS SHALL BE INSTALLED AS PER SEC. 707.0 & 719.0 OF LATEST UPC. C. COOPER TUBING - 5' CENTERS FOR 1-1/2'' AND SMALLER, 10' CENTERS FOR 2" AND LARGER 42, WATER SUPPLY AND DRAIN PIPES UNDER ACCESSIBLE LAVATORIES AND SINKS SHALL BE INSULATED OR 14. PIPING SHALL BE NEW AND FREE FROM FOREIGN SUBSTANCES, REAM OUT ALL BURRS FORMED IN OTHERWISE BE CONFIGURED. TO PROTECT AGAINST CONTACT. PROTECTORS, INSULATORS, OR BOTH CUTTING PIPE. THREADS SHALL BE CUT ACCURATELY AND NOT OVER TWO THREADS SHALL SHOW SHALL COMPLY WITH ASME A 112.18.9. BEYOND THE FITTING. FRICTION WRENCHES SHALL BE USED WITH PLATED POLISHED, OR SOFT METAL K PIPING. 43. ALL HOSE BIBBS AND FAUCETS CONNECTED TO NON -POTABLE WATER LINES SHALL BE POSTED "CAUTION: NON -POTABLE WATER, DO NOT DRINK''.K 15. CHANGES IN PIPE SIZE SHALL BE MADE WITH REDUCING FITTINGS, AND BUSHING WILL NOT BE PERMITTED. 44. ALL NEW POTABLE WATER SYSTEMS SHALL BE DISINFECTED PRIOR TO USE ACCORDING TO SECTION 16. UNION CONNECTION SHALL BE INSTALLED DOWNSTREAM OF ALL VALVES, AT ALL EQUIPMENT 609.9(1-3) OF THE LATEST PLUMBING CODE. CONNECTIONS AND AT OTHER POINTS AS REQUIRED. 45. WATER CLOSET BOWLS FOR PUBLIC USE SHALL BE THE ELONGATED TYPE. 17. CUTTING OR BORING OF HOLES THROUGH STRUCTURAL MEMBERS SHALL BE DONE ONLY WHEN IT IS IMPOSSIBLE TO ROUTE PIPING IN ANOTHER MANNER. IF CUTTING OR BORING IS NECESSARY IT SHALL BE ACCOMPLISHED ONLY BY WRITTEN APPROVAL FROM THE ARCHITECT, STRUCTURAL AND BUILDING ENGINEER, AND ALSO INCLUDED IN HIS BIDS. 18, DO NOT ALLOW THE PIPING, VALVES OR CONNECTORS TO FORM A RIGID CONNECTION WITH THE STRUCTURE OR OTHER PIPES. INSTALL PIPING TO ALLOW FOR EXPANSION AND CONTRACTION WITHOUT STRESSING PIPE, JOINTS OR CONNECTED EQUIPMENT. 19, PROVIDE SIOUX CHIEF WATER HAMMER ARRESTER FOR EACH PLUMBING FIXTURE BANK AND 18" HIGH AIR CHAMBER FOR EACH PLUMBING FIXTURE. SIZE OF WATER HAMMER ARRESTER SHALL BE SUFFICIENT TO M HANDLE THE REQUIRED FIXTURE UNIT AT EACH BANK. M 20, THE DOMESTIC WATER SUPPLY AND DISTRIBUTION SYSTEM WITHIN THE AREA OF WORK SHALL BE STERILIZED WITH CHLORINE IN SOLUTION IN ACCORDANCE WITH AMERICAN WATER WORKS ASSOCIATION PUBLICATION C-601-1954. 21. PRESSURE TEST ENTIRE HOT AND COLD PIPING AND DRAINAGE SYSTEM FROM CAPPED CONNECTIONS, TO AND INCLUDING VENTS. N 22. HOT WATER PIPING TO BE INSULATED PER WASHINGTON STATE COMMERCIAL ENERGY CODE. N 23. PROVIDE ACCESS PANEL FOR ALL STUB OUTS ENDED INSIDE CEILING OR WALL. 24. THREADED FITTINGS: ANSI/ASME B16.3 BLACK MALLEABLE IRON. 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 9°9RANCH MARKET at Edmonds 22511 Highway 99 Edmonds, WA 98026 ssith ao. 603 Stewart Street suite 610 Seattle, washington 98101 206.466.5239 p 206.713.4076 m ksmith@smithco.org http://www.smithco.org/ Architect Registration RESUB 4/16/2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Consultant UHF Ern► kiln► e►er�►'n► man► cl Detail Win► SJe►ram1►CJl-oS' 2rnJC�. 3103 Independence Drive Livermore, CA 94551 TEL: 925-409-2508 CEL: 510-468-0613 FAX: 510-788-6039 Consultant Registration • 54085 - A.. T EXPIRES \ j 2/05/21 1 Issues and Revisions No. Date Issues 02.25.21 PERMIT REVIEW SET 03.01.21 PERMIT SET Project Name 99 RANCH EDMOND Project Number 20066 Description PLUMBING NOTES Computer File Scale Template All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. PB-00 1 99 RANCH MARKET VV at Edmonds 22511 Highway 99 Edmonds, WA 98026 smit]& *00 603 Stewart Street suite 610 Seattle, washington 98101 206.466.5239 p 206.713.4076 m ksmith@smithco.org http://www.smithco.org/ Architect Registration RESUB 4/16/2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Consultant �HrP Ern► �i►'n► eery►'n► an► d 0eS Win► aIrn►CJ. 3103 Independence Drive Livermore, CA 94551 TEL: 925-409-2508 CEL: 510-468-0613 FAX: 510-788-6039 Consultant Registration HUI • 54085 , •• A T R%,5 . ]1 EXPIRES \ j 2/05/21 1 Issues and Revisions No. Date Issues 02.25.21 PERMIT REVIEW SET 03.01.21 PERMIT SET Project Name 99 RANCH EDMOND Project Number 20066 Description PLUMBING SCHEDULE Computer File Scale Template All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. B-002 99 RANCH MARKET VV at Edmonds 22511 Highway 99 Edmonds, WA 98026 smit]& *00 603 Stewart Street suite 610 Seattle, washington 98101 206.466.5239 p 206.713.4076 m ksmith@smithco.org http://www.smithco.org/ Architect Registration RES U B 4/16/2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Consultant �HrP Ern► �i►'n► eery►'n► an► d 0eS Win► aIrn►CJ. 3103 Independence Drive Livermore, CA 94551 TEL: 925-409-2508 CEL: 510-468-0613 FAX: 510-788-6039 Consultant Registration HUI • 54085 , •• A T R%,5 . ]1 EXPIRES \ j 2/05/21 1 Issues and Revisions No. Date Issues 02.25.21 PERMIT REVIEW SET 03.01.21 PERMIT SET Project Name 99 RANCH EDMOND Project Number 20066 Description PLUMBING DETAILS Computer File Scale Template All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. 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II I I II II II 2 II I II — II _ 1i II I — — 11 II 11 II II I II II I — 1 r — I I II II II I 11 Ill I I 111 1 I I Ill I I Ill I II I I I II II II II II I II II II II II II I II I II I II I II II I I II II II II II I II II II I II I II / I I I II 0 II II 1 II II II II 104 11 II III II N.I.C. N.I.C. " N.I.C. ENTRANCE/ EXIT N.I.C. ' N.I.C. I I N.I.C. I I I N.I.C. II I II II II Al C. N. rN.l. U H N.I 1►6 All ii II I II I I II II II II ii II I I III 111 BI 1"k M 1 GROUND FLOOR DOMESTI SCALE: 3/32" = 1'-0" GENERAL DEMOLITION NOTES: SHEET NOTES: 1. DEMOLISH AND REMOVE ALL COLD AND HOT WATER SYSTEMS AND COMPONENTS (EXCEPT 1O CUT AND CAP (E) WATER AND HOSE BIBB FROM POD PER PLAN. TYPICAL OF ALL. N THOSE SHOWN ON PLAN TO REMAIN) INCLUDING BUT NOT LIMITED TO, EQUIPMENTS, PIPES, O REMOVE (E)34" WATER HAMMER ARRESTORS ON COLD WATER PIPE. SEE VALVE, SUPPORTS, AND ALL OTHER ASSOCIATED COMPONENTS, THAT ARE SERVING THE DWG. 1/PB-1.1 FOR CONTINUATION. TENANT SPACE. 2. DEMOLITION SHALL NOT INTERRUPT THE UTILITY SERVICE OF OTHER TENANT SPACES IF APPLICABLE. IF TEMPORARY UTILITY SHUT -DOWN IS REQUIRED, ALWAYS COORDINATE WITH FACILITY FACULTY PRIOR TO SHUT -DOWN. 3. ALL DEMOLITION DONE IN PLACE SHALL NOT JEOPARDIZE THE STRUCTURAL INTEGRITY OF 0 THE EXISTING BUILDING OR EXISTING UTILITY SUPPORTS THAT IS REQUIRED TO BE REMAINED. 4. PLUMBING CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH GC TO REPAIR, REINFORCE, AND PATCH ANY WALL OR ROOF OPENING TO MAINTAIN EXISTING BUILDING FIRE RATING AND DESIGNED LIVE AND DEAD LOAD. ALSO PROVIDE NEW WATERPROOFING OR ROOFING TO SEAL OPENING WATERTIGHT. 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 10 I.C. EXIT EXIT N. 1. II N .C. II I.0 II N .C. Il I. . RETNLS RE I >> U E 111 NIT U C II NIT U A a R AIL OR I TAI STO 11 RE IL IR II TAI STO 11 R AIL Of I II II II I I II I II I I I I EXIT EXIT I II 111 II 1If „ K\J\ C WATER PIPING PLAN — DEMO 11 12 1 13 1 14 1 15 I 16 I 17 19 15 A RANCH MARKE at Edmonds 22511 Highway 99 Edmonds, WA 98026 C low ro 00 603 Stewart Street suite 610 Seattle, washington 98101 206.466.5239 p 206.713.4076 m D ksmith@smithco.org http://www.smithco.org/ / Architect Registration - I — E RESUB 4/16/2021 CITY OF EDMONDS DEVELOPMENT r SERVICES DEPARTMENT 4"O HWS "40-CW X 411HWR - %" 0 HWS %" O CW F Consultant G �HrP Ern► kilnote elrmi►'n► �JJ Jmou, JJJ a n► d� wee► fn► serycJesIn ali 3103 Independence Drive Livermore, CA 94551 TEL: 925-409-2508 CEL: 510-468-0613 FAX: 510-788-6039 1r H 4" R II E S �P• • H U 1• pqA' OF WASyj�•."I' p�� 5 I • � 54085 0. ���1 IIA�AI EXPIRES 2/05/21 82 S R 83 A Y J Issues and Revisions No. Date Issues 02.25.21 PERMIT REVIEW SET 03.01.21 PERMIT SET K L M Project Name 99 RANCH EDMOND Project Number 20066 Description GROUND FLOOR N DOMESTIC WATER PIPING PLAN - DEMO Computer File Scale Template All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned 0 by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. Bf�l 2 A U IP 3 N.I.C. `AA WN10A N.I.C. 4 5 6 7 � N.I.C. ' A / / / / / / / / V / / N.I.C. 8 9 10 0 N.I.C. Old, ,, �r ► , _ IPA p . . IIII, . r 111 /�'i'e__1 INEWLY] ■ ill�l'..�t '.Ifi:.111��f..�JL.�►_�r�:;l� I :I■�T it aalAs"--',_-1IM, I I_ .•r_1`:J_-..16..-�=�----_.L,...•_..TL�a7. ?i•.r..aY�.It:: •:.II_I�' aail..ninuuininininuuunininuuininininuuunininuu _.1•.� II �.. a iq�J�1i`ill��I9I- �--- �!I��.�_• - �■�■1='=<II_ II',:.:,'II� .=. .=. :1� . 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E E r7.-To TABLE - TABLE TABLE TABLE LINE N 5 REACH IN DRS 00 I Mimi II o I 54A 54A 84 84 84 84 84 a or (E)�"0 HWS TO—i w I I I I I I FOOD WARMER © (E)2"0 CW TO d 50A P"ooEUCE PA"ooLCE ELIDE Pa"ooEUCE TA a�Po MODULEBE O""0"E"oo"Moo 84 I WATE R BOILER Of PRODUE E"ECORNER >---NY0 3 REACH IN DR 3 REACH IN DR TABLE Imm q �H q TABLE TABLE TABLE �84 1 iiTABLE MODULE MODULE MODULE MODULE MODULE 0 CW TO "E "E "E "E ""E II 3 B KERY SMENSER RPBA U I I I I 102 II 84 BAKERY SERVICE 84 I o ^^ CONCOURSE IN r ����vL, SEE DWG.3/PB-1.2 a II � 52 18 1g 18 18 18 18 18 18 FOR' DETAILS - - - - - U 0 5 1 1 1 1 1 1 1 1 I I I I O ® I O O O o 0 0 0 a srnnesur uvss o•uor o CD O O CD➢"NP SINK HS. • r� ®g PACKAGED ICE - FREEZER EXIT 46'PR01DLICE PALLET DISPLAY a OO �� rnrc II , F UR I =203 ST RE IT - 6 =R wr ont wet II fll 2"0 CWrr-(E)2`0 C o 0 0 [o �� 11 . o ��o ■r. IIMYf rSrIAY nR 1MTT tlruY ■'i 1■•4i r■IAY I - W- - - - - cw - 13 N.I.C. N.I.C. 0 19 �5 A V`� _�JV RAN H MARKE ,99,E C B at Edmonds 22511 Highway 99 Edmonds, WA 98026 - K2 C Poo 603 Stewart Street n,11 suite 610 Seattle, washington 98101 206.466.5239 p 206.713.4076 m D ksmith@smithco.org http://www.smithco.org/ Architect Registration E 4II0 HWS 4 0 cw H1 F Consultant - H 2"0 HWS "0 CW II�:mII—�■! f.'1"+I ■ I1►;i11�� j �I� . Miiiij - O SIP I N.I.C. N.I.C. I I l i I I N.I.C. I I TU I I I I I I 1 �� C IN OR NIT INS II I I I I I I I CUSTOMER CC NT T IN TTOE UN B 11 " C I U SERVICE/ z II - -- -- - -- -- 300 - -- -- II - -- -- - -- -- G YMP Ern► kiln eelr,-I► �JJ Jt evils J JJJ a n► a me►_s�i►Win► JJJ ...J �� J JJ serf vi cJe_s� Irn CJ. 3103 Independence Drive Livermore, CA 94551 TEL: 925-409-2508 CEL: 510-468-0613 FAX: 510-788-6039 RESUB 4/16/2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT H P HUI p OF ASyj� •. p�� 54085 T REO •� �� — E1 I V EXPIRES 2/05/21 - E ill I I ill I I I I I I I I 1" III I I I II II I I II II II II — I- D1 II II li - 1 r - II I I II II II II II li ll II II I II I I I II I I II II I II II II II II II I II I II I II I II II I I ll II II II II I II II II I II I II II I II II 104 II II II II I I I II II I II II II I N.I.C. N.I.C. N.I.C. N.I.C. I i I N.I.C. I N.I.C. " N.I.C. ENTRANCE/ EXIT N.I.C. ' N.I.C. I I N.I.C. I I I N.I.C. A SC E R li I II II li II Ii II C I 7//; II II II I II I II II I II II li II Ii II I II II II LC. I II I II C. Ili N.I I 1, Ill N.I. II UN F I EXIT ExIT N.I. NI IT I I U H I I IT I I RET L S RE „ U E i t NIT U C i t NIT U A EST R I I TAI TO i t R AIL OR I I R AIL O I R AILX L 1110T it II it II II ll ii I li II li I II it Il it II it II it I II Ili II lIi EXIT EXIT II Ili II Ili 4 L/L/ \,J\,J 1 GROUND FLOOR DOMESTIC WATER PIPING PLAN - NEW N SCALE: 3/32" = 1'-0' SHEET NOTES: 1O EXTEND (E)%"0 CW WITH NEW PER PLAN. CONTRACTOR TO VERIFY AVAILABLE INVERT VS DISTANCE TO FURTHEST PLUMBING FIXTURE TO CONFIRM CONTRACTIBILITY. N O2 PROVIDE 2" CD STUB -OUT WITH ISOLATION VALVE FOR CONNECTION OF REFRIGERATION EQUIPMENT. 3O EXTEND (E)1"0 CW, 1"0 HWS, AND Y4"O HWR WITH NEW MATCHED SIZED PIPES PER PLAN. O1 "0 CW, 1 "0 HWS, AND YWO HWR CONTINUES TO (N) BAKERY SERVICE. SEE DWG. 3/PB-1.2 FOR CONTINUATION. 0 O REINSTALL (E) %4" WATER HAMMER ARRESTORS ON COLD WATER PIPE. OCONNECT (N) Y4"O CW WITH HOSE BIBB TO (E) 2110 CW PER PLAN. Issues and Revisions No. Date Issues 02.25.21 PERMIT REVIEW SET 03.01.21 PERMIT SET K L M Project Name 99 RANCH EDMOND Project Number 20066 Description GROUND FLOOR N DOMESTIC WATER PIPING PLAN - NEW Computer File Scale Template All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned 0 by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. 1 1 2 1 3 1 4 I 5 I 6 1 7 1 8 1 9 10 11 12 1 13 1 14 1 15 1 16 1 1 2 1 3 14 5 6 1 7 1 8 9 10 1 11 12 1 13 14 1 15 1 16 17 18 1 19 SHEET NOTES: OREPLACE (E) PLUMBING FIXTURE WITH (N) PER PLUMBING FIXTURE SCHEDULE THAT A 4 9 SATISFIES LATEST GREEN BUILDING CODE AND LOCAL REGULATIONS. TYPICAL OFF ALL. - - - -1 L- - - - - - - - - , A i Can � -7 t7 - - - - - - - 2 INSTALL (N) PLUMBING FIXTURES TO SATISFY ADA REQUIREMENTS PER ARCHITECTURAL I 1 - (N) 12' COLD DELI O 84 REQUIREMENTS S.A.D. TYPICAL OF ALL. O < - _ 1 2 3 RECONNECT (E) PLUMBING TW/CW STUB -OUTS TO (N) PLUMBING FIXTURES WITH �� / /> � o I MODIFICATION AND/OR OFFSETS WITHIN WALL AS NEEDED. REPLACE ALL (E) VALVES, POC / WC I \ FLEX HOSE CONNECTION, WATER HAMMER ARRESTORS, AND ESCUTCHEON RINGS 5 REACH IN DRS I 1 I< WITH NEW. TYPICAL OF ALL. B 1\ I / O (E)2"0 CW, (E)1%"O HWS, AND (E) 34"O TW & HWR CONTINUES TO AREAS NOT IN 84 B / PROJECT SCOPE. SEE PB - 1.1 FOR CONTINUES. O i 3 3 w 2 O5 (E)2 0 CW, (E)2 O HWS, AND (E)/4 O HWR CONTINUES TO AREAS NOT IN PROJECT J 0 SCOPE. SEE PB - 1.1 FOR CONTINUATIONS. T Q 1 2 3 (f POE - - - - - - ->< Q _ _ J 0- J � )1 %2"0 C w "_(E)1%4"0 C C � � (E)34E H i 1 2 3 1 w POC �U/R A)- -- Q - - - - - - �— r - - - -N84 (E)4"O HWS TO 1 PC O LL1 1 • FOOD WARMER \\ I I LAV ° 2 3 -- 7 O D _ -7 3 LAV o ( ATER BOI LOE I OCEV I I 1 2 3 PO 184 1 ''E W T 1 I ILAV \� ° 1 2 3 1 BAKERY SALES I) PESER RRB E S ( 4"0 CW E cw r = _ _ — w cw (E)1 4"O HW - \ 1 �PB Hws- (E)2"O CW j LAV / 2 3 (E)2`� CW 5 \ (E)2"0 HWS — - - - - - - C VF (E)14"0 HWS (E)34"O HWR (E)34"0 TW&HWR F 1 2 3 POC 1> I I I F (E)1 "0 CW L i I (E) 1 "HW \BAKE OVEN E /4 O HWR 3 36 I � 1 2 3 POC I 1 ' 8' MEAT/ SEAFOOD MULTI DECK OHMH 8' MEAT/ SEAFOOD MULTI DECK OHMH E SELF SERVE DISPLAY GALSS DISPLAY 0o1 O 117 746 \ CD \ WC / SOd 64B 64A 6 -0 CAKE O 6 -0 CAKE \ \ 4"0 K Epm �± I O V G I 73 73 \ I/ 1 30 I �NDERCOREFR G A A o 10 10 10 10 UNDERCOUNTER 3 36 8 7 U NE R 2-DOOR REFRIG \ 3 � 3 ' CW DU f 8$A Fs POC P OC n (N) 8' MEAT MD (N) 8' MEAT MD — — — — — — — — — — "O H W 37 5A 90AcD 7 m W I "0 CW (E)1 "O CWbd 1 I I-----9 (E)1"0 HWS 3 H DN � 1 1 3 MICRO 3 _ / O HWR I OVEN 38 (E)/4� H �C H 1 ENLARGED DOMESTIC WATER PIPING PLAN - R E ST R O O M N z - 2-CDMP ' 60' W KIIEOP RW1 30X72 WORK 1 N SCALE: 3/8" = 1'-0'' � 203 31 A 311 PREP -SINK TABLE -74 SHEET NOTES: I I / 64 / 9 1 10 REPLACE (E) PLUMBING FIXTURE WITH (N) PER PLUMBING FIXTURE SCHEDULE THAT _ - - - - - - - (E)4"0 CW U _ w SATISFIES LATEST GREEN BUILDING CODE AND LOCAL REGULATIONS. TYPICAL OFF ALL. 2024 RK 30X72 WORK 30X 2 WORK TOR OF / 31A 11 3 COMP IN I TABILTABLE ABLE c INSTALL (N) PLUMBING FIXTURES TO SATISFY ADA REQUIREMENTS PER ARCHITECTURAL 37 37 37 - - - - -9 IT - - - - -9 3-DOOR REACHIN O 3-ODOR REACHIN Sd 3-DOOR WOR TOP REF, O REQUIREMENTS S.A.D. TYPICAL OF ALL. I r16-- 38I I I GLASS REFRIG FREEZER 5FT TOAST DISPLAY 5FT TOAST DISPLAY 5FT TOAST DISPLAY — — — — __J 6— RECONNECT RECONNECT (E) PLUMBING TW/CW STUB -OUTS TO (N) PLUMBING FIXTURES WITH MODIFICATION AND/OR OFFSETS WITHIN WALL AS NEEDED. REPLACE ALL (E) VALVES, I I I I I ; ; (E)3/"0 HWR FLEX HOSE CONNECTION, WATER HAMMER ARRESTORS, AND ESCUTCHEON RINGS w I I c cw I I I I w WITH NEW. TYPICAL OF ALL. 1 (E)1 "0 i 1 "0 CW 1 I i i 1 i (Ej� CW ' 1 WC o o WC 1 `(E)1 2 0 C 4 E 1/2 O CW E 4 0 TW E 2 0 HWS, I I I I � / I / I O () 1" () 3" () AND (E) 34"0 HWR CONTINUES TO AREAS NOT IN PROJECT SCOPE. SEE PB - 1.1 FOR CONTINUES. 1 3 i ii I I I I 1 5 (E)2 O CW, (E)1/2 0 HWS, AND (E)4 0 TW &HWR CONTINUES TO AREAS NOT IN 1 2 3 \ / PROJECT SCOPE. SEE PB - 1.1 FOR CONTINUATIONS. \ I / \�--� POC --- �\�-- /�� < (E)2"O CW (E)1%2"O HWS, AND (E)34"O HWR CONTINUES TO AREAS NOT IN PROJECT (3� ENLARGED DOMESTIC WATER PIPING PLAN - BAKERY N - �- - - SCOPE. SEE PB - 1.1 FOR CONTINUATIONS. SCALE: 1/4" = 1'-0° I — — 3 K W CD o U SHEET NOTES: K 2 3 (E)3/"0 TW 10 (E)34"O HWR CONTINUES TO AREAS NOT IN PROJECT SCOPE. SEE PM-1.1 FOR CONTINUATION. 158 20 (E)14"0 CW & HWS CONTINUES TO AREAS NOT IN PROJECT SCOPE. SEE PM-1.1 FOR CONTINUATION. om POC _ 16 WC � 1 2 3 UR 157 0 EXTEND (E) 10 CW, (E)1 "O HWS, AND (E)3/"0 HWR WITH NEW MATCHED SIZED PIPES PER PLAN. CONTRACTOR TO VERIFY EXACT LOCATION AND SIZE OF (E) PIPE AT FIELD PRIOR TO CONSTRUCT. >< I \ E O4 34"0 CW DOWN TO KICK -SPACE OF SERVICE COUNTER ABOVE GROUND. L '� O 3 L POC 5O 1 "0 CW, 1 "0 HWS, AND %4"0 HWR DOWN TO KICK -SPACE OF SERVICE COUNTER ABOVE GROUND. HWS / 1 \ HWS I Hw O PROVIDE LISTED BACK -FLOW PREVENTION DEVICE PRIOR TO CW CONNECTION TO COFFEE MACHINE. - - �-low- (� E 2"CW I \ LAV O I L - () 1 I (E) 4" HWR O7 1 0 CW AND 1 0 HWS BELOW GRADE. � (E)1/ 0 HWS � (E) ?0 H (E)34"0 TW&HWR 1 - - 1 "0 CW AND 1 "0 HWS IN KICK -SPACE OF SERVICE COUNTER ABOVE GROUND. J� I O REPLACE (E) PLUMBING FIXTURE WITH (N) PER EQUIPMENT SCHEDULE WITH REUSE (E) WATER -�� 1 LAV ° ° V STUB -OUTS AND (E) FS FOR INDIRECT DRAINAGE. L I 10 PROVIDE LISTED BACK -FLOW PREVENTION DEVICE PRIOR TO CW CONNECTION TO DEDICATED 1 FILTER OF ICE MACHINE. P (E)%" 3 CW 1 I I 1 I -I -�- L - L (E)2"0 CW I I I I fl %''O HWS 159 (E)34"0 HWR II II 1 HALLWAY 0 II 0 WI H 111 I I (�_2 ENLARGED DOMESTIC WATER PIPING PLAN - RESTROOM NZ) SCALE: 3/8" = 1'-0" 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1099° RANCH MARKET at Edmonds 22511 Highway 99 Edmonds, WA 98026 adtla ro�. 603 Stewart Street suite 610 Seattle, washington 98101 206.466.5239 p 206.713.4076 m ksmith@smithco.org http://www.smithco.org/ Architect Registration RESUB 4/16/2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Consultant �HrP Ern► �i►'n► e►e�r�►'n► a►n► d� �avai►'Win► JJJ ...J .� J JJ ae►ram it cue►► irn► cJ. 3103 Independence Drive Livermore, CA 94551 TEL: 925-409-2508 CEL: 510-468-0613 FAX: 510-788-6039 Consultant Registration HUI • 54085 - •• A F EXPIRES \ j 2/05/21 1 Issues and Revisions No. Date Issues 02.25.21 PERMIT REVIEW SET 03.01.21 PERMIT SET Project Name 99 RANCH EDMOND Project Number 20066 Description ENLARGED DOMESTIC WATER PIPING PLAN Computer File Scale Template All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. B-1 02 18 19 1 � 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Al I to J _U N.I.C. N.I.C. ( N.I.C. ° N.I.C. N.I.C. N.I.C. w° N.I.C. FF1 E j 1 II MP SS ST A N.I.C. T K R 22 I F o I I 411 ° 42 — — — — — — — G N.I.C. O ID R N .C. E I IT N.I.C. N.I.C. N.I.C. N.I.C. N.I.C. 5 E.P. E.P. .P. E. . E.P. .P. E.P 4 9 II tsx4' g 3 - .5'X4' 1.5'X4' O 15 411 F 0 411 n N.I.C. T N.I.C. � / 3 137 0 SW / ROT R 0 74 !�7 R— D T y II 3 311 � F 0 O II D E I. II ( II II ( 2 W AQU RIUM 2'0 V \ / 7 S W/H T 1zz T } 41 - - ¢ / 1 211 f�IEAT PR N I D RY C. 1 MEN H 1 LW w'" E S P D cE R E F STEAMER E FS y ( - O- / T 0 \-AV V 131 L /=IIIIIIIIIII0IIINIS F (E) II/i( NCO WT- - - (E)2 0 GW S O A I ME E F '0 FCO / D _ _ _ _ I I— `Va AT D II I DU EMU -DEUCE MULTI -DECK III 12 12 II II 12 12 , AQUA IU �,' M6(U M AQUARIUM AQUARIU E\J2 FV I rF�IF� �r —— — — SEAFOd�M II SEAFOO MULTI -DECK \ r)�6SP Y O DISPLAY SEAFOOD DISPLAY II E �OOD DISPLAY I I — — — — — / FRO 1 EAT ( I MEAT DISPL AT8 ISPLAY II MEAT 1 RY S III MEAT MULTI -DECK 1 I — 12' 12' — JL— — — — — J EXIT ME TFOO ME E -- — -- — --J ----- SW (E)4"Q1 SW E)2110 SW E)3110 GW (E)4"0 GW7 ( )4110 G - 7.95 — — — — — — �W 2% CEO T — — — — — — HAL1 9A 1 ' 0 E C w (E)4"0 FCO 2% SLOPE/FT E)40 SW 1 % SLOPE/FT (E)4"0 W 1 %SLOPE/FT () E 110 W (E)4"0 GW 1.5% SLOPE/FT E 4E)410 FCO I I E 4"0 FCO O41 I (�)4 0 FCO O4"0 GW I = 4 — — — — — — — IE=338.101) IE=33Y.10 — — r — — (E)21101SW 62 E o T r FE4T0SW F-� F-1 F-� F-1 F-� -� r � F- —7 F-7 I -� F- -1 _ E20�/�Y M E W 1 I 20' REFRIGERATED I F II I DISPLAY CASEI ( ) " N L K L CK (E) FS L---PRODUCE ISLAND Pr). ,O 1 I DE CASE I 1 I 1 _I 1 I MII I I I I I I I I I__ f- _ I 101 I I I I I E 1=S-� 1 T— ERALSA�9-"_ T_ T_ T_ T_ 1 T_ T_ —I-- Q _ I I I I I 4 I I_ I I_ I I I I I I �I GFNtRAL SALES I _ I I _ I FI D F-S I �- -� I I I TI ° 1 7 1 II 11 1 1 1 1 1 1 1 1� I I 1 V 1� I I 1 N I 1 1.5' 4' 'X4' 1.5'X4 a I 1 I I I 1 1 1 I 1 I I I I I I I I I I I I L I I I 12° OL PE/Ff I I W W r- 1 I I I I I II I r I I ° I° I a 176 Y (E)4"0 SW POD I I I(E)4110 SIV I I I I I I 11 I I I I I I I 11 1 I I I (�4 FCC I I OD I l o l o l D - _ 11_ I I I I I I I I I I I I I I I I I I� I I I I 1 I of u o �- II I I I I I I I I 1 I I I I I __ -+- I - +- +- 1I�� I I � F - I -11 - -I- I I " I (E)4"Q1 W� _ — REFRIGERATED — — II0 V�R ��+ � _ L I 1 I S 1 1 1 I 1.s 4' 1� �--1� - - - WCO 1� E F Q 1 1 PRODUCE ISLAND 1 I I I I I I I I I I I I 1 1 1 I I I 1 /1 a 11 1 I I POP I I I I I I 1 1 1 I I I I I I 1 1 1 I I I I �, I 1 L'7 I I I I I I I I I I E DEIND j0 r 5 POD I I I I I I I I I I 1 - PRODUCE DEPARTMENT I I I I I I I I I I I I I I I I I I I I rl I I I I I I I I DISPLAY CASE 0 1 I I I 11 1 I I 11 1 11 1 11 1 11 1 11 1 11 1 1 I 1 L� I I 11 1 11 1 I P W I -- 1 ulcE %3„0 G - - -_QESW w 1 w 1 I I o- I t- -EF- V;IoSo o oJII 1 11. n1 II�I1 I1W In1 I1W 1WI IINI 1 1-1 1 I�11 I IN1II IZ 1I1 L 11 I 1lI I UY Y I1 1 — (E)FS(E)FS- ° llz�°Iz °�Ial°°°()4"OF ° p ° O O oz looo z �ll(Ew OO ° O ooor zo oo )4II011° ZI= REFRIGERATED zz o° %SLOPE/FT 12' ��� 0 z �°°°°1° °° z�I 1I=Z (E)4 C 1 W ° aPRODUCE ISLAND I SW I co EO(E) FS (E�"'2)41 - --_-- z S o� � - - - - - J a. a. 61bo � bo 61bo B1� �1" "1� �1� alp 1� EO P� I all I I I I I I I I I I f _- 1811 L 1 � 1 I �1 I 1 I11 I+I I I+I I+I1 I+I I+I I+I I�E)poVTRI I 1 F�� I+I 1 I+ I 1 I (E)4"0GW IN g I W I (E)3 0 SW E FS I I I I I I I I I I 1 I POD _ `� O E I I I I I I I I I I I I I I I I I I I �� I I I I I P D 1 E FS I� '� J ° 1 E FS (E)3'I0 S I I I I I I I I I I I I S I I I �� w LU LU r w I �� - - 1 (E 4" FCO 1 1 I i l l I-1 I I-1 I 11 1 11 1 I - P D LTA II I - I 1 1 - 1 I I 1 - lQ - -- -� ❑ I N.I.C. �� I I �I �� I I- -_ E I T � I I I I I �' �� -f W 1 POD 1 I I I I I I I I I I I I I I I I I I E FS T1 I I I I I I I I I� n 2 I 1 I I 1 I I I I I II , I I L I I I I 1 it I O ° -ll �I I1I ICI I I I III I 1 ICI I�1 L H __ I I III ICI I -,_ I 10 o 1 POD PODI I I I I I I I I I I I I I I - I I I I I I 1 `n l I 20'REF GERATD I DEIGAS L—J L J L—J L—J L—J L—J L—J L—J L--J L_—J L—J L—J L_--J �-- E 4"0 SW T 'OW O PR \ ( ) " R 1 (E)X( SDI- - - -4-JI(E 4"0 SW I1 11 B KERY SAL (E)4"0 FCO II 1 1 1 I 1 102 I II I I I I E FS 3" E FS POD (�)FS CONCOURSE 11 (GW) IE=334AU (E)3'0 SW II (SW) IE-334.40' S / N.I.C. I wAl —a_ ° I I I �I II I I I I I I I I I I I BAKE OVEN PRO ER a 1 PRODUCE ISLAND � I Cn I _1 � ) / 1 I 1 1 1 1 o II I II1 I r-� I I r-� 11 I r-� I I rl-� I l l y-t I 1 rl-� 1 1 �� - 1 5X --- --J N li it 11 r- r- r- r- r- r- C N I I r� II I�� I I�� I � I �� I I � I I I�� I I � - - - L _ _ � � Li J L_ 2J L_3J L_4� L 5 J — 6 L_7 L_8� L_9J L1� Ill L_1� _ L J 2' S s2 - - - - - - �----------------- , (E)21' 1 1 Li „' In 1 EXIT (E)2 0 VTR 1 - - - - - I 1 I I ' ;111 aT. s F STRRE ITLU 1 i POD T 83 �� - - - - - - ' - - Y - I A 1 r- 12' I � �l BAKERY DISPLAY ReFRic. I / N.I.C. 47 N.I.C. N.I.C. I I INS RE NIT Exlr � I I I r I I I I / I II I IN OR NIT I I I I 103 163 IN TTOE UNI B I I I I I I I I II II I CUSTOMER CC NT T I I I SERVICE / z I N.I.C. I II I I I I 'I � II I II II II I II II II I I II II I I II I II — it I — — ii II II II I I — 1I I I I I l i I I I I I I ( II l II �I II II II I II I II II I II II I I I II II II II II II I I; II II I II II I I I I II II II II II I I I 104 I II I� II N.I.C. N.I.C. I N.I.C. I I i t N.I.C. l i N.I.C. i t N.I.C. ENTRANCE/ EXIT N.I.C. I I N.I.C. i i N.I.C. III i i N.I.C. II II 4 I II I II �� I II I II � II II II II II I II I II NI I IT I I U H I I IT I RET L S RE � 11 � U E I I NIT U C I I NIT Q U A EST R AI TO I I R AIL OR R AIL O a R AIL OR TAI STO RE IL OR I TAI STO E R AIL OF II I II II I II II I I I I II II II I II II I II II I I I 1 II Ili II 11 EXIT " EXIT 1 I Ili II Ili 4 1 �1 1� 1 1 GROUND FLOOR WASTE AND VENT PIPING PLAN - DEMO N SCALE: 3/32" = 1'-0" GENERAL DEMOLITION NOTES: SHEET NOTES: 1. DEMOLISH AND REMOVE ALL COLD AND HOT WATER SYSTEMS AND COMPONENTS (EXCEPT O REMOVE, CUT, AND CAP (E) FS FROM POD PER PLAN. TYPICAL OF ALL. N THOSE SHOWN ON PLAN TO REMAIN) INCLUDING BUT NOT LIMITED TO, EQUIPMENTS, PIPES, O REMOVE, CUT, AND CAP (E) VENT AND WALL CLEAN -OUT FROM POD PER PLAN. TYPICAL OF ALL. VALVE, SUPPORTS, AND ALL OTHER ASSOCIATED COMPONENTS, THAT ARE SERVING THE TENANT SPACE. O REMOVE, CUT, AND CAP (E) HAND SINK FROM POD PER PLAN. TYPICAL OF ALL. 2. DEMOLITION SHALL NOT INTERRUPT THE UTILITY SERVICE OF OTHER TENANT SPACES IF APPLICABLE. IF TEMPORARY UTILITY SHUT -DOWN IS REQUIRED, ALWAYS COORDINATE WITH FACILITY FACULTY PRIOR TO SHUT -DOWN. 3. ALL DEMOLITION DONE IN PLACE SHALL NOT JEOPARDIZE THE STRUCTURAL INTEGRITY OF 0 THE EXISTING BUILDING OR EXISTING UTILITY SUPPORTS THAT IS REQUIRED TO BE REMAINED. 4. PLUMBING CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH GC TO REPAIR, REINFORCE, AND PATCH ANY WALL OR ROOF OPENING TO MAINTAIN EXISTING BUILDING FIRE RATING AND DESIGNED LIVE AND DEAD LOAD. ALSO PROVIDE NEW WATERPROOFING OR ROOFING TO SEAL OPENING WATERTIGHT. 1 1 2 1 3 4 5 6 7 8 9 10 11 12 1 13 1 14 1 15 1 16 N 15 A RANCH MARKE at Edmonds 22511 Highway 99 Edmonds, WA 98026 - - C go Poo 603 Stewart Street suite 610 seattle, Washington 98101 206.466.5239 p 206.713.4076 m D ksmith@smithco.org http://www.smithco.org/ I — -(E)4110 FCO E Architect Registration RESUB 4/16/2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT F Consultant G �HrP Ern► kiln ee�r�i►'n► �JJ JJJ emou, JJJ a n► d� �e►_xa �n► J , a �� J JJ ser�1►'C-jesIrn Cv. 3103 Independence Drive Livermore, CA 94551 TEL: 925-409-2508 CEL: 510-468-0613 FAX: 510-788-6039 T (E)3"0 GW HUI (E)2"0 VTR of w4sy -O 54085 'p0� •� N T REO �� �� D EXPIRES 2/05/21 3" W I i II r7 Issues and Revisions No. Date Issues 02.25.21 PERMIT REVIEW SET 03.01.21 PERMIT SET K L M Project Name 99 RANCH EDMOND Project Number 20066 Description GROUND FLOOR N WASTE AND VENT PIPING PLAN - DEMO Computer File Scale Template All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned 0 by and the property of smith Co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. 19 B�200 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 10 11 1 12 1 13 1 14 1 15 1 16 17 1 18 19 A Ifl 0 E F G H J K L M GROUND FLOOR WASTE AND VENT PIPING PLAN - NEW SCALE: 3/32" = V-0" SHEET NOTES: OCONNECT (N) 3"0 SW TO (E)4"O SW BELOW FLOOR. N O CONNECT (N) 3"0 SW TO (E)3"0 SW BELOW FLOOR. OEXTEND (E) 30 SW AND CONNECT TO (N)310 SW BELOW FLOOR O4 LOCATION OF FLOOR SINK IS SHOWN DIAGRAMMATICALLY BASED ON RECORD DRAWING AND NEW EQUIPMENT LAYOUT. PLUMBING CONTRACTOR TO VERIFY EXACT LOCATION OF FLOOR SINK AT FILED AND CONFIRM EXACT EQUIPMENT LOCATION PRIOR TO DEMOLITION. KEEP EXISTING FLOOR SINK 0 IN PLACE TO SERVE NEW EQUIPMENT AS APPLICABLE. OCONNECT (N) 3"0 GW TO (E)4"0 GW BELOW FLOOR. OEXTEND (E)4"0 GW WITH NEW MATCHED SIZED PIPES PER PLAN. O4"0 GW AND 2"0 GW CONTINUES TO (N) BAKERY SERVICE. SEE DWG.3/PB-1.2 FOR CONTINUATION. Og EXTEND (E)2"0 VTR WITH NEW MATCHED SIZED PIPES PER PLAN. Og 2"0 VENT CONTINUES TO (N) BAKERY SERVICE. SEE DWG.3/PB-1.2 FOR CONTINUATION. <)>CONTRACTOR SHALL PROVIDE DRAINAGE TO FIXTURE/EQUIPMENT AND INDIRECTLY DISCHARGE TO NEAR -BY FL. SINK AT 1" ABOVE FLOOD RIM. 1 1 2 1 3 1 4 1 5 I 6 1 7 9 10 12 13 14 15 16 N (i) 1"0 FCO I 3"0 GW ""0 VTR A 99° RANCH MARKET at Edmonds 22511 Highway 99 Edmonds, WA 98026 C �0 0 603 Stewart Street suite 610 Seattle, washington 98101 206.466.5239 p 206.713.4076 m D ksmith@smithco.org http://www.smithco.org/ E F G Architect Registration RESUB 4/16/2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Consultant YMP Ern► kilnote e�rmin► a n► d �e_s�► Vn► serf vi►'CJee Irn CJ. 3103 Independence Drive Livermore, CA 94551 TEL: 925-409-2508 CEL: 510-468-0613 FAX: 510-788-6039 Consultant Registration H �P• • H U I• pqA' p�� OF WASyj •.% -O 54085 'p0� •• N T REO •� �� EXPIRES 2/05/21 It Issues and Revisions No. Date Issues D1 02.25.21 PERMIT REVIEW SET 03.01.21 PERMIT SET K L — - B M Project Name 99 RANCH EDMOND Project Number 20066 Description GROUND FLOOR N WASTE AND VENT PIPING PLAN - NEW Computer File Scale Template All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned 0 by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. 19 B�201 1 1 2 1 3 4 5 6 17 8 9 10 11 12 13 1 14 1 15 1 16 17 1 18 19 SHEET NOTES: 1O REPLACE (E) PLUMBING FIXTURE WITH (N) PER PLUMBING FIXTURE SCHEDULE THAT A IVVUU i '- I SATISFIES LATEST GREEN BUILDING CODE AND LOCAL REGULATIONS. TYPICAL OFF ALL. A / WC I\� O2 INSTALL (N) PLUMBING FIXTURES TO SATISFY ADA REQUIREMENTS PER ARCHITECTURAL 1 2 3 I \ REQUIREMENTS S.A.D. TYPICAL OF ALL. I 3 I OC i 3O RECONNECT (E) PLUMBING WASTE AND VENT STUB -OUTS TO (N) PLUMBING FIXTURES / WITH MODIFICATION AND/OR OFFSET WASTE AND VENT PIPE FOR RECONNECTION AS NEEDED. REPLACE ALL (E) CLEAN -OUTS, TRAP -PRIMER AND WALL CLEAN -OUT COVER — — i WITH NEW. TYPICAL OF ALL. ---- ,-- I BAKERY SALES (E)4"0 SW B 1 2 3 O4 (E) 4"0 GW AND (E) 4"0 SW CONTINUES TO AREAS NOT IN PROJECT SCOPE. SEE PM-2.1 T FOR CONTINUATION. (E)4"0 FCO PO �� (E)FD I I (E)3"0 VTR (GW) IE=334.40 (E)2"0 V \ 1 2 3- 0<, 2 3 (SW) IE=334.40' \\ P UR P C A C Q WC 1 21 3 —I — — — — — — — — — — — C J �NoInCs— (E)2110 -0AKE OVEN PRO ERW I 1 \ I I LAV/ I) (E 0 SW �E)6"0 SW (E)2"0 V — S LF SERVE DISP GALSS DISPLAY \ \ (E)2"0 S�IV LAV 0 — 117 74 a GW \ 1 sod D (E)2 0 \4 1 2 3 30 64B 6'_0 64A 6'-0" CAKE B KE UNDERCOUNTERL; m D C I 64A 2-D REFRIG S o 8 1 O UNDERCOU TQF8 JI R 2-DOOR RE i I FS C 2ii 0 V (E)3"0 VTR---� I ILAV �� � Fs 1 D CIO LU(E)2"0 SW — — — — — o — — — „ — — � / --- 1 3 I 45 N �'��� G 3 7 35A pA 7 U BG (� J (E)2`0 VCY r 1 — — — C — — _ X I G i E 2"0 R GW _00-v�� I I I ,, CE NLAV / 1>70 I 80BIOTN(j Et:JFCO L — I (E)2 0 F -COMP o 60 W DP REF. 3 X72 W / FD POC �O 4"0 GW — 31 31 30R P-SI �° SLOPE/FT 4 d TA LE E 11 203 8 12 P / 1 2 3 I o I I I POC/ / POC , P 2 3< 64 2"0 V BG ---� 2"0 �/ BG 2"0 V B �— GW L _ E FD 0_ F / I 24X24 RK 30X72 WORK I30X 2 WORK I / 31A 1 �O P SINK C / I r I \ TABLE ABLE 37 37 37 — — — — —c� — — — — —q 3-D OR CA V 3-DOOR REA 3-DOOR WORKTOP REF. / I 8' MEAT/ SEAFOOD MULTI DECK OHM 8' MEAT/ SEAFOOD MULT I I I 38 I I I 38 I I GLA�S R FRIG O FREEZER O 5FT TOAST DISPLAY 5FT TOAST DISPLAY 5FT TOAST DISPLAY 'L — ` WC �' 73 73PO ----� -- / )4`0 G 1 2 3 I I I I I I I I POC - — — — — I I li it ii li li / (E)4"0 SW. 1 (NI 8' MEAT MD (N) 8' M - - G II IE=337.10 IE-337.95' II (E)4"0 SW 3 ENLARGED WASTE AND VENT PIPING PLAN - BAKERY N (E)4"0 FCO I I (E)4"0 GW _ _ SCALE: 1/4" = 1'-0" I I (E)4110 GW I II V I H H 1 ENLARGED WASTE AND VENT PIPING PLAN - RESTROOM N SCALE: 3/8" = 1'-0" SHEET NOTES: SHEET NOTES: (E)4"0 SW 4 (SW) IE=335.9 3 O (E)4"0 GW CONTINUES TO AREAS NOT IN PROJECT SCOPE. SEE PM-2.1 FOR CONTINUATION. (E)4"0 FC (E)4"0 FCO O REPLACE (E) PLUMBING FIXTURE WITH (N) PER PLUMBING FIXTURE SCHEDULE THAT SATISFIES LATEST GREEN BUILDING CODE AND LOCAL REGULATIONS. TYPICAL OFF ALL. O2 (E)6"0 SW CONTINUES TO AREAS NOT IN PROJECT SCOPE. SEE PM-2.1 FOR CONTINUATION. INSTALL (N) PLUMBING FIXTURES TO SATISFY ADA REQUIREMENTS PER ARCHITECTURAL O REQUIREMENTS S.A.D. TYPICAL OF ALL. (E)4"0 SW CONTINUES TO AREAS NOT IN PROJECT SCOPE. SEE PM-2.1 FOR CONTINUATION. (EE) FS WC \ / WC I 3 RECONNECT (E) PLUMBING WASTE AND VENT STUB -OUTS TO (N) PLUMBING FIXTURES O4 CONNECT 2"0 V IN CEILING SPACE TO (E) 3"0 V PROVIDED BY LANDLORD. I WITH MODIFICATION AND/OR OFFSET WASTE AND VENT PIPE FOR RECONNECTION AS O5 (E)2"0 SW CONTINUES TO AREAS NOT IN PROJECT SCOPE. SEE PM-2.1 FOR CONTINUATION. I O 2 1 NEEDED. REPLACE ALL (E) CLEAN -OUTS, TRAP -PRIMER AND WALL CLEAN -OUT COVER 6 E 30 GW CONTINUES TO AREAS NOT IN PROJECT SCOPE. SEE PM-2.1 FOR CONTINUATION. I / POC I / WITH NEW. TYPICAL OF ALL. O ( ) (E) 4"0 SW CONTINUES TO AREAS NOT IN PROJECT SCOPE. SEE PM-2.1 FOR O7 CONTINUATION. (E)2"0 V CONTINUES TO AREAS NOT IN PROJECT SCOPE. SEE PM-2.1 FOR CONTINUATION. � � _ _�! — — — — — — � � _ = J� � O CONTRACTOR SHALL PROVIDE DRAINAGE TO FIXTURE/EQUIPMENT AND INDIRECTLY 2 3 55 (E) 4 0 GW CONTINUES TO AREAS NOT IN PROJECT SCOPE. SEE PM-2.1 FOR DISCHARGE TO NEAR -BY FL. SINK AT 1 ABOVE FLOOD RIM. C CONTINUATION. O9 PROVIDE WALL CLEAN -OUT AT ALL SINKS ABOVE GRADE. U.N.O TYPICAL OF ALL. W 1 2 3 O6 (E) 2"0 V CONTINUES TO AREAS NOT IN PROJECT SCOPE. SEE PM-2.1 FOR I 158 Poc CONTINUATION. 10 REPLACE (E) PLUMBING FIXTURE WITH (N) PER EQUIPMENT SCHEDULE WITH REUSE (E) WATER p STUB -OUTS AND (E) FS FOR INDIRECT DRAINAGE. E FD O7 (E) 2"0 SW CONTINUES TO AREAS NOT IN PROJECT SCOPE. SEE PM-2.1 FOR K 1 2 3 POC CONTINUATION. 11 CONNECT (N) 2"0 VENT TO (E) 3" 0 VTR IN CEILING SPACE. CONTRACTOR TO CONFIRM EXACT K O M W UR% 1 O LOCATION, SIZE, INVERT, AND CONDITION PRIOR TO CONSTRUCTION. (E)4 (E)3"0 R 1 2 3 PO MEN H LWi12 CONNECT (N) 4"0 GW TO (E) 4"0 GW MAIN. CONTRACTOR TO CONFIRM EXACT LOCATION, SIZE, VT-� r� • Ir INVERT, AND CONDITION PRIOR TO CONSTRUCTION. �/ \ I 1 2 3 POC 13 CONNECT (N) 20 GW TO (E) 4"0 GW MAIN. CONTRACTOR TO CONFIRM EXACT LOCATION, SIZE, / INVERT, AND CONDITION PRIOR TO CONSTRUCTION. / I (E)4" SW / I \ LAV L I I I L 1 L-1------J I L------J — �' I LAV V I 7 ILL W M - o M J I I I N I = I I I c (E)4"0 SW 0 m L-----J I N (E)2l'O V1 9 7 N (E)4"0 GW (E)4"0 �WI (E)4"0 SW I E)4'0 FCO HALLWA E)4"0 SWIII II I O J "' 5 E1 0 `s' I II T o _K 3 Et-03.450 2 ENLARGED WASTE AND VENT PIPING PLAN - RESTROOM N�n SCALE: 3/8" = 1'-0" 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 99° RANCH MARKET at Edmonds 22511 Highway 99 Edmonds, WA 98026 saith 010.0 603 Stewart Street suite 610 seattle, washington 98101 206.466.5239 p 206.713.4076 m ksmith@smithco.org http://www.smithco.org/ Architect Registration RESUB 4/16/2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Consultant �HrP Ern► �i►'n► e►e�r�►'n► a►nJJ► d.J 0e►aJ►-n► aIrl Carr. 3103 Independence Drive Livermore, CA 94551 TEL: 925-409-2508 CEL: 510-468-0613 FAX: 510-788-6039 Consultant Registration HUI • 54085 - •• A T F EXPIRES \ j 2/05/21 1 Issues and Revisions No. Date Issues 02.25.21 PERMIT REVIEW SET 03.01.21 PERMIT SET Project Name 99 RANCH EDMOND Project Number 20066 Description ENLARGED WASTE AND VENT PIPING PLAN Computer File Scale Template All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. B-202 ir 99° RANCH MARKET at Edmonds 22511 Highway 99 Edmonds, WA 98026 smit]& *00 603 Stewart Street suite 610 seattle, washington 98101 206.466.5239 p 206.713.4076 m ksmith@smithco.org http://www.smithco.org/ Architect Registration RESUB 4/16/2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Consultant �HrP Ern► �i►'n► eery►'n► an► d 0eS Win► ae►ram it Cie' Irn► CJ. 3103 Independence Drive Livermore, CA 94551 TEL: 925-409-2508 CEL: 510-468-0613 FAX: 510-788-6039 Consultant Registration HUI • 54085 , •• A T R%,5 . ]1 EXPIRES \ j 2/05/21 1 Issues and Revisions No. Date Issues 02.25.21 PERMIT REVIEW SET 03.01.21 PERMIT SET Project Name 99 RANCH EDMOND Project Number 20066 Description PARTIAL PLUMBING ROOF PLAN Computer File Scale Template All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. B-300 1 � 2 3 4 5 1 6 1 8 9 10 11 GENERAL NOTES 0 1. THE WORK INCLUDES THE FURNISHING OF ALL LABOR AND MATERIALS FOR THE 15. IN THE EVENT OF FAILURE OF ANY WORK, EQUIPMENT OR SERVICE DURING THE LIFE COMPLETE INSTALLATION OF ALL ELECTRICAL SYSTEMS AND EQUIPMENT OF THE GUARANTEE CONTRACTOR SHALL REPAIR OR REPLACE THE DEFECTIVE REFERRED TO, IMPLIED OR SHOWN ON THE DRAWINGS EXCEPT SUCH MATERIALS WORK AND SHALL REMOVE, REPLACE OR RESTORE AT NO COST TO OWNER, ANY AND EQUIPMENT AS MAY BE SPECIFIED OR INDICATED TO BE PROVIDED BY OTHERS. PART OF THE STRUCTURE OR BUILDING WHICH MAC' BE DAMAGED AS THE DIRECT RESULT OF HIS DEFECTIVE WORK OR MATERIAL. B 2. THE ELECTRICAL CONTRACTOR SHALL VISIT JOB SITE AND VERIFY FIELD 16. ALL ELECTRICAL EQUIPMENT FUSES AND CIRCUIT BREAKERS SHALL HAVE AN CONDITIONS BEFORE BIDDING AND SHALL INCLUDE IN HIS BID THE NECESSARY INTERRUPTING RATING NOT LESS THAN THE MAXIMUM SHORT CIRCUIT TO WHICH COSTS TO CONSTRUCT THIS PROJECT IN ACCORDANCE WITH THE INTENT OF THE THEY MAY BE SUBJECTED. ELECTRICAL DRAWINGS AND ALL APPLICABLE CODES. ELECTRICAL CONTRACTOR SHALL ALLOW FOR DEMOLITION WORK NECESSARY FOR A COMPLETE 17. ELECTRICAL CONTRACTOR SHALL SEE THAT ALL CONDUIT METALLIC RACEWAYS DO NOT MAKE CONTACT WITH PLUMBING LINES AND MECHANICAL DUCTS. INSTALLATION OF THE NEW ELECTRICAL EQUIPMENT. C 3. THE ELECTRICAL CONTRACTOR SHALL PERFORM HIS WORK IN ACCORDANCE WITH 18. THE CONTRACTOR SHALL BE LICENSED TO PERFORM THE WORK OUTLINED, TO BE ALL ELECTRICAL CODES, BUILDING CODES AND FIRE CODES, ALL OF WHICH ARE FAMILIAR WITH ALL LOCAL CODES HAVING JURISDICTION AND TO HAVE REVIEWED HEREBY MADE A PART OF THE PLANS. THE DRAWINGS AND SPECIFICATIONS AND VERIFIED THAT ALL SYSTEMS CONTAINED THEREIN ARE IN COMPLIANCE WITH THOSE CODES HAVING JURISDICTION BY THE 4. LOCATION OF ALL EQUIPMENT AND OUTLETS AS SHOWN ON THE DRAWINGS ARE ACT OF SUBMITTING A BID. THE CONTRACTOR SHALL BE DEEMED TO HAVE APPROXIMATELY ONLY, EXCEPT WHERE DIRECTED BY DIMENSIONS, HEIGHT OR ACCEPTED SUCH CONDITIONS AND RESPONSIBILITY AND TO HAVE MADE DETAILS. CONFIRM LOCATIONS BY REFERENCE TO ARCHITECTURAL, AND ALLOWANCES THEREFORE IN PREPARING HIS FIGURES SO THAT THERE WILL BE NO EQUIPMENT DETAILS AND VERIFY WITH ARCHITECT. ADDITIONAL COSTS REQUESTED FOR ANY ADDITIONAL REQUIREMENTS MADE BY p THOSE AGENCIES HAVING JURISDICTION. 5. THE ELECTRICAL CONTRACTOR SHALL INFORM HIMSELF PRIOR TO SUBMISSION OF 19. ALL ELECTRICAL MATERIALS AND EQUIPMENT SHALL BE NEW UNLESS OTHERWISE BIDS AS TO THE ELECTRICAL WORK REQUIRED BY OTHER SECTIONS OF THE PLANS, NOTED ON DRAWINGS, AND LISTED BY UNDERWRITERS LABORATORIES. SUCH AS THE ARCHITECTURAL, MECHANICAL, ETC. AND INCLUDE THOSE ITEMS INDICATED TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR OR "BY OTHERS". 20. SECONDARY WIRES AND CABLES SHALL BE SINGLE CONDUCTOR, RATED 600 VOLTS, 6. THE ARCHITECTURAL DRAWINGS TAKE PRECEDENCE OVER THE ELECTRICAL TYPE THHN/THWN INSULATION, COLOR CODES PER INSPECTION AUTHORITY. ALL DRAWINGS IN THE REPRESENTATION OF THE GENERAL CONSTRUCTION WORK AND CONDUCTORS SHALL BE COPPER, NUMBER 12 AWG MINIMUM. E THE DRAWINGS OF THE VARIOUS TRADES TAKE PRECEDENCE IN THE 21. ALL WIRES AND CABLES SHALL BE INSTALLED IN ELECTRICAL METALLIC CONDUIT REPRESENTATION OF THE WORK OF THOSE TRADES. THE CONTRACTOR SHALL OR SURFACE METAL RACEWAY, UNLESS OTHERWISE NOTED. REFER TO ALL DRAWINGS TO COORDINATE THE ELECTRICAL WORK WITH THE WORK DONE ON OTHER TRADES. 22. MOUNTING, SUPPORTING, AND ANCHORING OF ALL ELECTRICAL EQUIPMENT SHALL BE IN STRICT COMPLIANCE WITH SEISMIC RESTRAINT REQUIREMENTS OF THE OFFICE 7. THE ARCHITECT RESERVES THE RIGHT TO MOVE ANY OUTLETS WITHIN THE RADIUS OF THE STATE ARCHITECT. OF SIX FEET WITHOUT ADDITIONAL EXPENSES TO THE OWNER. NO ALLOWANCE WILL F BE MADE FOR EXTRAS FOR ANY CHANGES IN LOCATIONS EXCEPT WHERE 23. ALL BRANCH CIRCUITS SHOWN ON DRAWING ARE NEW. PANELBOARD CIRCUIT EQUIPMENT HAS BEEN SET AND CONNECTED BEFORE ANY CHANGE IS ORDERED AND DIRECTORY SHALL BE LABELED (TYPEWRITTEN) AS PER PANEL SCHEDULE. THEN ONLY WHEN SUCH CHANGE IS IN WRITING. 8. THE SIZE AND LOCATION OF EQUIPMENT IS SHOWN TO SCALE WHENEVER POSSIBLE, 26. PENETRATION OF FIRE RATED WALLS, CEILING, OR FLOOR SHALL COMPLY WITH BUT THE CONTRACTOR SHALL MAKE USE OF ALL DATA IN ALL THE CONTRACT U.B.C. REQUIREMENTS. PENETRATIONS ARE TO BE SEALED PROMPTLY USING DOCUMENTS AND SHALL VERIFY THIS INFORMATION. APPROVED SEALANT TO INSURE THE INTEGRITY OF THE EXISTING FIRE RATING. FOAM TYPE AEROSOL SEALANT SHALL NOT BE USED. G 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL THE CONDUITS WITH MINIMUM NUMBER OF BENDS IN SUCH A MANNER AS TO CONFORM TO THE 27. ALL JUNCTION BOXES, PULL BOXES, CONDUITS ENTERING OR LEAVING AN AREA OR STRUCTURES AVOID OBSTRUCTIONS MAINTAIN HEAD ROOM DEEP OPENINGS AND PASSAGEWAYS CLEAR, BE COMPATIPLE WITH LATEST CONSTRUCTION METHOD, AND ROOM OR PASSING THROUGH A WALL OR FLOOR FOR BRANCH CIRCUITS SHALL BE MEET ALL STRUCTURAL CODE REQUIREMENTS. FURNISH AND INSTALL PULL BOX AS CLEARLY MARKED WITH PERMANENT BLACK INK PEN IDENTIFYING THE BRANCH NECESSARY FOR LONG CONDUIT RUNS. CIRCUIT CONTAINED. 10. ALL ELECTRICAL OUTLETS MOTORS DEVIQES APPARATUS EQUIPMENT FIXTURES AND APPLIANCES WHEREVER INSTALLED, 'BY' OTHERS" SHALL BE FULLY 26. CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR MODIFICATION TO EXISTING CONNECTED TO THE PROPER ELECTRICAL SOURCES AD CONTROLS AND LEFT IN WIRING IN PANELBOARD TO SUIT NEW CIRCUITRY. H OPERATIONAL CONDITION. 27. CORING OR CUTTING IN WALLS OR SLABS REQUIRES PRIOR WRITTEN 11. WHERE CONNECTIONS ARE SPECIFIED TO BE MADE TO EQUIPMENT FURNISHED BY OTHER DIVISIONS, OBTAIN THE REQUIRED ROUGH -IN DIMENSIONS AND CONNECTION AUTHORIZATION AND SCHEDULING THROUGH THE ARCHITECT AND BUILDING DIAGRAMS FROM THE RESPECTIVE DIVISIONS FOR EACH ITEM AND ASSUME FULL OWNER AND MUST BE PERFORMED AFTER NORMAL BUILDING HOURS. RESPONSIBILITY FOR NEAT AND WORKMANLIKE INSTALLATION OF CONDUIT AND WIRE CONNECTION. 28. ALL METALLIC RACEWAYS, INCLUDING THE EXISTING, SHALL BE SECURELY 12. CONTRACTOR TO BE RESPONSIBLE FOR ALL ELECTRICAL GROUNDING AND BRACING FASTENED IN PLACE WITH APPROVED HANGERS NOT MORE THAN 10 FEET APART REQUIREMENTS FOR EQUIPMENT. AND WITHIN 3 FEET OF EACH OUTLET BOX, JUNCTION BOX, DEVICE BOX, CABINET, CONDUIT BODY, OR OTHER RACEWAY TERMINATIONS. 13. THE COMPLETE INSTALLATION, INCLUDING THE NEUTRAL CONDUCTOR, METALLIC CONDUIT AND RACEWAYS, BOXES, CABINETS AND EQUIPMENT, SHALL BE 29. SUBMITTALS: CATALOG CUTS SHALL BE SUBMITTED FOR ALL MATERIALS AND PERMANENTLY AND EFFECTIVELY GROUNDED IN ACCORDANCE WITH ALL CODE REQUIREMENTS, WHETHER OR NOT SUCH CONNECTIONS ARE SPECIFICALLY SHOWN EQUIPMENT. SUBMIT MINIMUM 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO AND/OR SPECIFIED. INSTALLATION. 14. EACH OUTLET SHALL BE TESTED AND BE PLACED IN WORKING ORDER BEFORE THE 30. ELECTRICAL CONTRACTOR SHALL FURNISH AS -BUILT DRAWINGS TO THE GENERAL INSTALLATION NCTIONE ELECTRICAL BE SHALL ARANOTEEID TO DPERFORMTTHE REQUIRRED OF CONTRACTOR ON COMPLETION OF THE JOB. ACCORDANCE WITH THE PERFORMANCE REQUIREMENTS WHICH ARE INDICATED OR WHERE SUCH PARTICULAR REQUIREMENTS ARE NOT STATED, THEY SHALL PERFORM 31. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL ADDITIONAL COMPLETE SIGNED WASHINGTON / IN ACCORDANCE WITH THE PREVAILING RECOGNIZED TRADE STANDARDS OF ENERGY FORMS REQUIRED THAT ARE ASSOCIATED WITH ALL LIGHTING AND POWER PERFORMANCE. DURING THE PERIOD OF ONE YEAR REPAIRS OR REPLACEMENTS DESIGN IN THESE DESIGN DRAWINGS, AND SHALL INCLUDE ALL FEE ASSOCIATED WITH NECESSARY TO ACCOMPLISH THE REQUIRED PERFORMANCE. THE COMPLETION OF THESE FORMS IN THE BID. 11 L M T 2 1 3 1 4 61 �� 7 n N 10 12 1 77 1 14 ABBREVIATIONS AFF ABOVE FINISHED FLOOR C CONDUIT C. 0. CONDUIT ONLY C.B CIRCUIT BREAKER CKT CIRCUIT DWG DRAWING (E) EXISTING TO REMAIN DESIGNATION ELEC ELECTRICAL ELR END OF LINE REGISTER EM EMERGENCY GFI GROUND FAULT INTERRUPTER 1. G. ISOLATED GROUND N.I.C. NOT IN CONTRACT PNL PANELBOARD S.A.D. SEE ARCHITECTURAL DRAWINGS TEL TELEPHONE TYP TYP I CAL U.O.N. UNLESS OTHERWISE NOTED WP. WEATHERPROOF (R) � RELOCATED APPLICABLE CODES: 2018 WASHINGTON BUILDING CODE 2018 WASHINGTON ELECTRICAL CODE 2018 WASHINGTON ENERGY CODE 15 16 17 1 18 19 LEGEND I ;4 SYMBOL DESCRIPTION A RA qN44 to Ole NEW GROUNDED FOUR -FLEX ELECTRICAL OUTLET @18 INCH A.F.F. U.O.N *991 RANCH MARKET NEW GROUNDED DUPLEX ELECTRICAL OUTLET @18 V�� INCH A.F.F. U.O.N, S.A.D. FOR EXACT LOCATION B at Edmonds GFI NEW DUPLEX GROUND FAULT INTERRUPTER ELECTRICAL OUTLET @18 INCH A.F.F. U.O.N. S.A.D. 22511 Highway 99 FOR EXACT LOCATION Edmonds, WA 98026 DEDICATED RECEPTACLE OUTLET. C g3 � 010 30 ® NEW CEILING MOUNTED RECEPTACLE. 6osuite 610Stewartstreet 10 Seattle, washington 98101 206.466.5239 p 206.713.4076 m FO-] NEW FLOOR MOUNTED RECEPTACLE. D ksmith@smithco.org http://www.smithco.org/ NEW FLOOR MOUNTED VOICE / DATA JACK Architect Registration DRAWING INDEX. E-0.1 GENERAL NOTES, ABBREVIATIONS AND LEGEND E-0.2 SINGLE -LINE DIAGRAM PANEL SCHEDULES 1 - 3 T Y 0 F E-0.4 LIGHTING ENERGY COMPLIANCE FORMS E-1.1 POWER PLAN - BAKERY E-2.0 LIGHTING PLAN 12 1 13 1 14 1 15 NEW VOICE / DATA JACK NEW WALL MOUNTED LIGHT SWITCH, 125V, 20A, SPECIFICATION GRADE, 3 NEW WALL MOUNTED 3-WAY LIGHT SWITCH, 125V, 20A, SPECIFICATION GRADE, D NEW WALL MOUNTED DIMMER, 125V, 20A, SPECIFICATION GRADE, U.O.N. ELECTICAL PANELBOARD, SEE PANEL SCHEDULES MOTOR OUTLET AND FLEX CONNECTION =1_I DISCONNECT SWITCH xx x MECHANICAL EQUIPMENT IDENTIFICATION TAG O SHEET NOTES IDENTIFICATION TAG 0/O JUNCTION BOX DAY LIGHT PHOTOCELL -�]- CEILING MOUNTED OCCUPANCY SENSOR ❑R EM LIGHT RELAY Fc LIGHTING ROOM CONTROLLER FLI PLUG LOAD MODULE FsD] SMOKE DETECTOR q=4�rl_M CEILING/WALL MOUNTED LED EMERGENCY LIGHT Fx CEILING/WALL MOUNTED LED e EM EXIT SIGN Fx2 EM CEILING/WALL MOUNTED LED EXIT/EM LIGHT COMBO UNIT 16 E RESUB 4/16/2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT F Consultant G H R1 FHrP Ern►i►'n a►e►r�i►'n► �JJ JJJ e .�J JJJ a►n►d� �e Win► I eri►Ce InC. 3103 Independence Drive Livermore, CA 94551 TEL: 925-409-2508 CEL: 510-468-0613 FAX: 510-788-6039 21 EXPIRES: 09/30/2022 Issues and Revisions No. Date Issues K L M Project Name 99 RANCH EDMOND Project Number 20066 Description GENERAL NOTES, N ABBREVIATIONS AND LEGEND Computer File Scale Template All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned 0 by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. llc. E=Oml 99 RANCH MARKET at Edmonds 22511 Highway 99 Edmonds, WA 98026 with 603 Stewart Street suite 610 Seattle, washington 98101 206.466.5239 p 206.713.4076 m ksmith@smithco.org http://www.smithco.org/ Architect Registration RESUB 4/16/2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Consultant %YHrP Ern►i►'n► eer�►'n► a► n-) �e Win► se i► arre In► CJ. 3103 Independence Drive Livermore, CA 94551 TEL: 925-409-2508 CEL: 510-468-0613 FAX: 510-788-6039 Consultant Registration '021 �XPRES: 09/30/2022 Issues and Revisions No. Date Issues Project Name 99 RANCH EDMOND Project Number 20066 Description SINGLE -LINE DIAGRAM / PANEL SCHEDULE Computer File Scale Template All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. llc. E=Om2 I�1 3 4 5 8 N� 10 12 14 w `h `t] &I r� �J F r� l W J L M T LIGHTING COMPLIANCE SUMMARY 2018 WSEC Compliance Forms for Commercial Buildings including Group R2, R3 & R4 over 3 stories and all RI Administered by: ©2021 NEEA, All rights reserved Project & Applicant Information Project Title Ranch 99 - Edmonds - 2018 WSEC For Building Department Use: Date: Apr 12, 2021 Project Address 22511 Highway 99 Edmonds, WA 98026 Applicant Name Raymond Zhao Applicant Phone 415-982-1828 Applicant Email rymond@cnengr.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 Retail, Grocery/Supermarket Building Cond. Floor Area 75,000 General Project Types Alteration New Building or Addition Lighting Scope Alteration Lighting Scope Interior Lighting Project Cond. Floor Area 31,000 Floors Above Grade 1 Compliance Method I Compliance Method 1 - General Lighting Project Description Lighting plan with connection to existing circuits in the sales area, for LED lights replace in place of existing fluorescent lights. Li htin Com liance Sco a g g P P Project Type Interior / Exterior (Interior includes both interior & parking) Luminaire Replacement Scope Compliance Method LPA Calculation Adjustment Compliance Verification and Method Alteration Interior Lighting 50% or more replaced Space by space No Calculation Adjustments allowed COMPLIES Additional Efficiency Options Included JW Project Title Ranch 99 - Edmonds - 2018 WSEC Da , 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 Ceiling Height (Ft) Gross Interior Area (SF) LPA (Watts/SF) Total Watts Allowed (SF x LPA x 1) Total Proposed Watts (LPD + Display LPD) Compliance Status Food preparation 717 1.09 782 Lobby General 890 0.84 748 Retail General sales 1,545 1.05 1,622 Retail General sales 27,078 1.05 28,432 Proposed Total LPD 18374 Totals 1 1 31,583 18,374 1 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 Recessed downlight Type D 24 22 528 Suspended Type A 10 81 810 Suspended Type R 16 16 256 Suspended Type W 132 81 10,692 Suspended Type H 14 117 1,638 Linear Fixtures Low voltage track Type M-4 1 17 1 50 1 850 Low voltage track Type M-8 36 100 1 3,600 Proposed Total LPD 18374 2018 WSEC Requirements for Commercial Buildings including Group R2 R3 & R4 over 3 stories & all R1 -- Administered b @2021 NEEA All rights reserved q 9 9 P Y 9 The followinginformation is necessary to check a permit application for compliance with the lighting systems, motors and electricals stem requirements in the rY P PP P 9 9 Y . Y q Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA Indicate occupant sensors are configured to automatically reduce lighting power by 50% when the zone is unoccupied and 100% off after the zone is unoccupied for over 20 minutes; indicate controls are configured to automatically restore lighting to full power when the zone or space is occupied NA C405.2.1.3 Occupant sensor For open plan office areas larger than 300 sf, controls - open plan indicate general lighting is provided with office areas vacancy controls that reduce lighting power by not less than 80% and are configured to turn luminaires 100% off when the space is unoccupied; indicate that no individual control zone area exceeds 600 sf NA C405.2.1.4 Occupant sensor Indicate parking garage general lighting is controls - parking provided with vacancy controls that reduce garages lighting power by not less than 30% and are configured to turn luminaires 100% off when no vehicles or pedestrians are present, unless eligible for an exception; indicate that no individual control zone area exceeds 3,600 sf NA C405.2.1.5 Occupant sensor Indicate stairway lighting is provided with controls - enclosed vacancy controls that reduce lighting power by fire -rated stairwells not less than 50% when the stairway in unoccupied YES i C405.2.2.1 Automatic time Indicate spaces on plans where time switch switch controls controls turn luminaires 100% off during unoccupied hours YES Indicate spaces on plans where time switch controls are configured to turn on lighting to full power versus 50% power YES Indicate locations of override switches on plans and the lighting zone(s) served; indicate that the area(s) served by each override switch does not exceeds 5,000 sf YES C405.2.1, Digital timer switch Indicate digital timer switch control includes: Exception 3 manual on/off, time delay, audible and visual indication of impending time-out NA C405.2.4.2 Daylight zones - Indicate primary and secondary sidelit C405.2.4.3 Sidelit and toplit daylight zone floor areas on plans NA Indicate toplit daylight zone floor areas on plans NA For small vertical fenestration assemblies (rough opening less than 10 percent of primary daylight zone floor area) where daylight responsive controls are not required, provide fenestration area to daylight zone floor area calculation(s) NA C405.2.4 Daylight responsive Indicate on plans lighting zone(s) served by controls daylight responsive controls; indicate that the area served by each control device does not exceeds 2,500 sf Page 2110 Project Title Ranch 99 - Edmonds - 2018 WSEC Date Apr 12, 2021 Proposed Fixtures Details ALTERATION - INTERIOR LIGHTING (50% or more replaced) Fixture Type/Application Fixture ID Location in Documents Lamp Type New or Existing -to -Remain Individual Fixtures Recessed downlight Type D E-2.0 LED New Fixture Description: 6 Inch recessed LED downlight Are these fixtures located within a daylight zone?: No Do these fixtures require specific application lighting controls?: None required Suspended Type A I E-2.0 LED New Fixture Description: 8 feet suspended direct linear light Arc these fixtures located within a daylight zone?: No Do these fixtures require specific application lighting controls?: None required Suspended Type R I E-2.0 LED New Fixture Description: 16 inch pendant LED fixture Arc these fixtures located within a daylight zone?: No Do these fixtures require specific application lighting controls?: None required Suspended Type W I E-2.0 LED New Fixture Description: 8 feet suspended direct linear light Are these fixtures located within a daylight zone?: No Do these fixtures require specific application lighting controls?: None required Suspended Type H E-2.0 LED New Fixture Description: 22 inch led aluminum Are these fixtures located within a daylight zone?: No Do these fixtures require specific application lighting controls?: None required Linear Fixtures Low voltage track Type M-4 I E-2.0 LED New How is linear fixture quantity defined?: Quantity of fixtures with current limiting device Length of track (LT): Fixture Description: 4 Ft Low Voltage track with LED heads Are these fixtures located within a daylight zone?: No Do these fixtures require specific application lighting controls?: None required Low voltage track Type M-8 I E-2.0 LED New How is linear fixture quantity defined?: Quantity of fixtures with current limiting device Length of track (LT): Fixture Description: 8 Ft Low Voltage track with LED heads Are these fixtures located within a daylight zone?: No Do these fixtures require specific application lighting controls?: None required 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by 02021 NEEA, All rights reserved The following information is necessary to check a permit application for compliance with the lighting systems, motors and electrical system requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA Identify sidelit and toplit daylight zones that are not provided with daylight sensing controls and the exception(s) that apply NA C405.2.4.1.1 Daylight responsive Indicate on plans the lighting load reduction controls method (continuous dimming, or stepped dimming that provides at least two even steps between 0%-100% of rated power) NA C405.2.4.1 Daylight responsive Indicate that daylight sensing controls are controls configured to completely shut off all controlled lights in the lighting zone NA C405.2.5 Additional controls - Identify spaces and lighting fixtures on plans Specific application that require specific application lighting lighting controls controls per this section NA C405.2.5 Display and accent Indicate on plans that manual controls are Item I lighting NA NA C405.2.5 - Hotel/motel guest Item 3 rooms NA C405.2.5 Supplemental task Item 1 lighting NA C405.2.5 Lighting equipment Item 1 for sale or demonstration NA NA C405.2.5 Lighting for non - Item 4 visual applications NA NA YES C405.2.5 Means of egress Item 5 lighting provided that control display, accent lighting and display case lighting independently from both general area lighting and other lighting applications within the same space Indicate manual and automatic (occupant sensor or time switch) lighting control methods Indicate method of automatic control - vacancy or captive key control of all installed luminaires and switched receptacles in guest room Indicate method and location of manual and automatic shut-off control (occupant sensor or time switch) for supplemental task lighting, including under -shelf or under -cabinet lighting Indicate on plans that lighting equipment for sale or demonstration are controlled independently from both general area lighting and other lighting applications within the same space Indicate manual and automatic (occupant sensor or time switch) lighting control methods Identify all eligible non -visual lighting applications on plans; indicate that the area served by each control device does not exceeds 4,000 sf Indicate on plans that non -visual lighting are controlled independently from both general area lighting and other lighting applications within the same space Indicate method of manual lighting control and applicable automatic lighting control Identify on plans egress fixtures that function as both normal and emergency means of egress illumination Page 3110 6 I 7 I 8 I 9 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R:1 -- Administered by @2021 NEEA, All rights reserved The following information is necessary to check a permit application for compliance with the lighting systems, motors and electrical system requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com Project: Ranch 99 - Edmonds - 2018 WSEC 22511 Highway 99 Edmonds, WA 98026 Date: 2021-04-06 \hhlic" Code Section Component Compliance Information Required In Permit Location in Building Department Documentation Documents Notes LIGHTING CONTROLS YES C405.2 Lighting controls, For all lighting fixtures, indicate lighting general control method on plans for spaces and lighting zone(s) served, or exception taken YES C405.2, Luminaire level Indicate on plans all fixtures provided with Option 2 lighting controls LLLC in lieu of C405.2 lighting controls; (LLLC) provide description of control capabilities and performance parameters C405.2.5 Lighting in dwelling Indicate method of automatic control of all Item 3 units (dormitory, installed luminaires in dwelling units in C405.2.1.1 hotel and all other buildings other than multifamily (occupancy C405.2.3.1 than multifamily) or fight reduction controls) 1 A C405.2.5 Lighting in sleeping Indicate method of automatic off' control of Item 2 units all installed luminaires in sleeping units (vacancy or key card control); also refer to Receptacles 1' 1:S C405.2.3 Manual controls Indicate on plans the method of manual C405.2.3.1 lighting control, location of manual control C405.2.5 device and the area or specific application it serves YES C405.2.3.1 Manual interior light Indicate on plans which method of manual C405.2.1.1 reduction controls 50% lighting load reduction is provided, or C405.2.4 indicate applicable exception YES C405.2.1 Method of automatic Indicate on plans the method of automatic, C405.2.2.1 shut-off control shut-off control during unoccupied periods C405.2.1, (occupancy sensor, time switch or digital Exception 3 timer switch) for all lighting zones NA C405.2.1 Occupant sensor Indicate on plans all luminaires that are controls controlled by occupant sensor controls; indicate controls are configured to turn luminaires 100% off when the space is unoccupied NA C405.2.1 Occupant sensor Indicate if occupant sensor controls are C405.2.1.1 controls configured to be manual on or automatic on to not more than 50% power; indicate spaces eligible for exception that allows automatic on to 100% power C405.2.1.2 Occupant sensor Indicate each aisleway and corridor within a controls - warehouses warehouse space are designated as separate spaces zones that are independently controlled 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by @2021 NEEA, All rights reserved The following information is necessary to check a permit application for compliance with the lighting systems, motors and electrical system requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com YES Provide calculation of lighting power density of total egress lighting YES If total egress lighting power density is greater than 0.02 W/sq. ft., indicate on plans egress fixtures requiring automatic shut-off during unoccupied periods YES Indicate method of automatic shut-off control NA C405.4.1 Lighting control of Indicate that exempt interior lighting C405.4.2 exempt interior equipment and lighting located within spaces lighting that are eligible for a lighting power exemption are controlled independently from non-exempt and general area lighting NO C405.2.6 Exterior lighting For decorative exterior lighting, indicate on controls plans automatic daylight shut-off controls, or exception taken NO For exterior lighting that is not decorative, indicate on plans automatic daylight or time - switch shut-off controls and setback controls; or indicate exception taken NO For lighting requiring setback controls, include control sequence that reduces lighting power by at least 30% between 12am-6am, or from 1 hour after closing to 1 hour before opening, or based upon motion sensor NO For building facade and landscape lighting, indicate control sequence for shut-off control is based on dawn -to -dusk and business opening/closing schedule; indicate whether automatic or time switch controls will be provided for this function NO C405.5.2 Lighting control of Indicate that exempt exterior lighting and exempt exterior lighting located within exterior areas/surfaces lighting that eligible for a lighting power exemption are controlled independently from non- exempt exterior lighting NO C405.5.4 Exterior gas -fired Indicate ignition system is a method other lighting appliances then continuously burning pilot light YES C405.2.7 Area controls - Indicate location(s) of master control Master control switch(es) intended to control multiple switches and circuit independent switches; circuit breaker may not power limit be used as a master control switch YES Verify that no 20 amp circuit controlled by a single switch or automatic control is loaded beyond 80% ADDITIONAL EFFICIENCY CREDIT - ENHANCED INTERIOR LIGHTING CONTROLS Page 4110 10 1 11 1 12 1 13 1 14 Page 1/10 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by @2021 NEEA, All rights reserved The following information is necessary to check a permit application for compliance with the lighting systems, motors and electrical system requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com C406.4 Enhanced digital To comply with additional efficiency credit, lighting controls indicate on plans that interior lighting fixtures are configured with all of the following control functions, as applicable: 1) Each fixture is individually addressed, or exception taken; 2) Fixtures are configured for continuous dimming; 3) No more than eight fixtures are controlled by a single daylight sensor; 4) In enclosed and open office areas, illumination levels of overhead general area lighting is configured to be individually adjusted by occupants Include calculations that demonstrate the total lighting power of all interior lighting fixtures configured with enhanced fighting controls is no less than 90% of the total interior lighting power for the area the enhanced lighting controls credit is being applied to INTERIOR LIGHTING POWER & EFFICACY YES C405.4.1 Total connected Include all luminaires in interior lighting C405.4.2 interior lighting fixture schedule; indicate fixture types, lamps, power ballasts, and manufacturer's watts per fixture for the installed lamp NA Identify spaces eligible for lighting power exemption on plans and in WSEC interior lighting compliance reports; indicate the exception applied NA Identify lighting equipment eligible for lighting power exemption in fixture schedule and in WSEC interior lighting compliance reports; indicate the exception applied NA C405.1 Lighting in dwelling For all installed luminaires, include lamp type C405.1.1 units (multifamily) and number of lamps in lighting fixture schedule; for lamps that are not LED, T-8 or small diameter fluorescent, indicate efficacy of other lamp types is 65 lumens per watt or greater NA For all installed luminaires, indicate in lighting fixture schedule whether complying via lighting power density or by qualifying lamp type; if by lamp type, include number of lamps NA For all installed luminaires, indicate in lighting fixture schedule whether complying via lighting power density or by qualifying lamp type; if by lamp type, include number of lamps INTERIOR LIGHTING POWER CALCULATION - INDICATE COMPLIANCE PATH TAKEN NO C405.4.2.1 Building Area Demonstrate that total proposed wattage per Method building area does not exceed maximum allowed wattage per building area; identify locations of building areas on plans; provide WSEC exterior lighting compliance reports Page 5110 15 ill 17 19 �,99� RANCH MARKET � g at Edmonds i � 22511 Highway 99 � Edmonds, WA 98026 smith Colo. 603 Stewart Street suite 610 Seattle, Washington 98101 206.466.5239 p 206.713.4076 m D ksmith@smithco.org http://www.smithco.org/ E Architect Registration RESUB 4/16/2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT F Consultant G �HrP Ern►ifnetle►r�ln► lew a — a Die -- 'a Win► e,1.� �1►'c�e'� 1W r J %V tw JJJ .�J 3103 Independence Drive Livermore, CA 94551 TEL: 925-409-2508 CEL: 510-468-0613 FAX: 510-788-6039 Consultant Registration H RJ V EXPI RES: E5. 09 30 0 2 22 Issues and Revisions No. Date Issues K L M I Project Name 99 RANCH EDMOND Project Number 20066 Description LIGHTING / ENERGY N COMPLIANCE FORMS Computer File Scale Template All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned 0 by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. E=Om3 I�1 3 4 5 6 I 7 I 8 I 9 10 11 1 12 1 13 1 14 15 1 16 1 17 1 18 i11 r� �J F r� W J L M T 0 3 4 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by @2021 NEEA, All rights reserved The following information is necessary to check a permit application for compliance with the lighting systems, motors and electrical system requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via ernail at com.techsupport@waenergycodes.com YES C503.6.3 Lighting panel Where a new interior and/or exterior lighting alterations panel is installed or an existing panel is moved (all new raceway and conductor wiring), indicate all applicable lighting controls requirements apply v A ! '503.6.4 Newly -created rooms Where interior space(s) is reconfigured (permanently installed walls or ceiling -height partitions) to create new enclosed spaces, indicate all applicable lighting controls requirements apply NA C504.2 Lighting repairs Identify existing luminaires being upgraded with bulb and / or ballast replacement; indicate fixture alteration does not increase existing fixture wattage NA C505.1 Change of interior Identify spaces on plans where the building space use area type or space use type is being changed from one type to another per Tables C405.4.2(1) or (2) NA Indicate compliance method (building area or space -by -space); include all new and existing - to -remain luminaires in WSEC interior lighting compliance reports; indicate proposed lighting wattage does not exceed maximum allowed per compliance path RECEPTACLES NA C405.10 Controlled Identify all controlled and uncontrolled receptacles receptacles on electrical plans in each space in which they are required; include receptacle configuration such as spacing between controlled and uncontrolled, duplex devices, etc NA Provide schedule that lists the number of controlled and uncontrolled receptacles in each space where controlled receptacles are required - classrooms, private offices, open office areas, conference rooms, copy rooms, break rooms and modular partitions/workstations NA Indicate on plans the method of automatic control for each controlled receptacle zone (occupant sensor or programmable time -of - day control); indicate that each zone served by a single controller does not exceed 5,000 sf NA C405.2.5 Switched receptacles Indicate method of automatic off control of Item 2 in sleeping units all switched receptacles in sleeping units (vacancy or key card control) NA C503.6.6 Electrical receptacle Where new receptacles are added or replaced alerations within an alteration project that is 5,000 sf or larger, indicate receptacles are provided with automatic controls per C405.10, or exception taken MOTORS, TRANSFORMERS, ELECTRIC METERS, INTERIOR TRANSPORTATION Page 8110 6 I 7 I 8 I 9 10 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by @2021 IVEEA, All rights reserved The following information is necessary to check a permit application for compliance with the lighting systems, motors and electrical system requirements in the Washington State Energy Code, Commercial Provisions. For question;; about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com YES C405.4.2.2 Space -By -Space Demonstrate that total proposed wattage does Method not exceed maximum allowed wattage; identify locations of space types on plans, including retail display areas and areas with display, highlight and decorative lighting; provide WSEC exterior lighting compliance reports ADDITIONAL EFFICIENCY CREDITS - REDUCED INTERIOR LIGHTING POWER DENSITY NA C406.3.1 Reduced interior To comply with additional efficiency credit, C406.3.2 lighting power demonstrate that total connected interior density lighting wattage is 10% or 20% less than the total maximum allowed lighting wattage for the area the reduced lighting power credit is being applied to; indicate whether lighting power allowance is based on the building area method or space -by -space method; provide WSEC exterior lighting compliance reports NA C406.3 Reduced interior For project with dwelling units, to comply lighting power with additional efficiency credit indicate in density - dwelling lighting fixture schedule that lamps within unit lamp efficacy installed interior luminaires have an efficacy rating of at least 65 lumens per watt; include number of lamps and provide calculations that demonstrate at least 95% of lamps have this efficacy rating EXTERIOR LIGHTING POWER & EFFICACY N A C405.5.2 Total connected Include all luminaires in exterior lighting exterior lighting fixture schedule; indicate fixture types, lamps, power ballasts, and manufacturer's watts per fixture for the installed lamp NA Identify exterior applications eligible for lighting power exemption on plans and in WSEC exterior lighting compliance reports; indicate exception applied C405.5.30) Exterior lighting zone Indicate building exterior lighting zone as specified by the AHJ C405.5.1 Exterior building For building grounds fixtures rated at greater grounds lighting than 50 watts, indicate rated lamp efficacy (in lumens per watt) in fixture schedule EXTERIOR LIGHTING POWER CALCULATION NA C405.5.3 Tradable allowances Demonstrate that total proposed tradable surface wattage does not exceed maximum allowed tradable surface wattage (including base site allowance); identify locations of tradable surfaces on plans; provide WSEC exterior lighting compliance reports Page 6110 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by @2021 NEEA, All rights reserved The following information is necessary to check a permit application for compliance with the lighting systems, motors and electrical system requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com I .!, Electrical Include electrical transformer schedule on transformers electrical plans; indicate transformer type. size, efficiency, or exception taken YES C405.11 Feeders and branch Provide documentation that demonstrates circuits maximum voltage drop across feeders and branch circuits does not exceed 5% C405.7 Dwelling unit Indicate on electrical plans that each dwelling electrical energy unit in Group R-2 has a separate electrical consumption energy meter C405.8 Electric motor Include all motors, including fractional hp efficiency motors, in electric motor schedule on electrical plans; indicate motor type, horsepower, rpm, rated efficiency, or exception applied C405.9.1 Elevator cabs For luminaires in each elevator cab, provide calculations that demonstrate average efficacy is not less than 35 lumens per watt NA For elevators that do not have an integral air conditioning system, indicate rated watts per cfm for elevator cab ventilation fans do not exceed 0.33 watts per cfm NA Indicate automatic controls that de -energize lighting and ventilation fans when elevator is stopped and unoccupied for a period of 15 minutes or more NA C405.9.2 Escalators and Indicate escalators comply with ASME moving walks A17.1/CSA 1344; automatic controls are configured to reduce operational speed to the minimum permitted when not in use NA C405.9.3 Regenerative drive Indicate all one-way down or reversible escalators are provided with a variable frequency regenerative drive DOCUMENTATION AND SYSTEM REQUIREMENTS TO SUPPORT COMMISSIONING (CX) NA C408.4 Scope of electrical Indicate that all electrical systems power and lighting (receptacles, transformers, motors, vertical systems and horizontal transportation) for which the commissioning WSEC requires control functions and / or configuration to perform specific functions are required to be commissioned NA Where total building lighting load is > 20 kW, or where total lighting load of luminaires requiring daylight sensing and / or occupancy control > 10 kW, indicate that all automatic lighting control systems are required to be commissioned; or provide building lighting power calculation demonstrating eligibility for exception NA C405.13 Commissioning Indicate Cx requirements in plans and C408.1.1 requirements in specifications for all applicable electrical and C408.1.2 construction lighting control systems per C408 C408.1.4.2 documents C103.6.3 Page 9110 11 I 12 13 14 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by @2021 NEEA, All rights reserved The following information is necessary to check a permit application for compliance with the lighting systems, motors and electrical system requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA Demonstrate that proposed wattage per non - tradable surface type does not exceed maximum allowed wattage per non -tradable surface type (including base site allowance remaining after tradable allowance calculation); identify locations of non -tradable surfaces on plans; provide WSEC exterior lighting compliance reports LIGHTING ALTERATIONS YES C503.6.1 Interior and parking garage lighting fixture alterations NA YES C503.6.2 Interior lighting wiring and circuiting alterations Where >_ 50% of existing luminaires in an interior space or parking garage are replaced; indicate compliance path (building area or space -by -space method); include all new and existing -to -remain luminaires in WSEC interior lighting compliance reports; indicate proposed lighting wattage does not exceed maximum allowed per compliance path Where < 50% of existing luminaires in an interior space or parking garage are replaced; indicate total existing lighting wattage in each space prior to alteration; include all new and existing -to -remain luminaires in WSEC interior lighting compliance reports; indicate proposed total lighting wattage in alteration area does not exceed total existing lighting wattage prior to alteration Where >_ 50% of existing exterior lighting wattage is replaced; include all new and existing -to -remain luminaires in WSEC exterior lighting compliance reports; indicate proposed total exterior lighting wattage does not exceed maximum allowed Where < 50% of existing exterior lighting wattage is replaced; indicate total existing lighting wattage prior to alteration; include all new and existing -to -remain luminaires in WSEC interior exterior compliance reports; indicate proposed total exterior lighting wattage does not exceed total existing wattage prior to alteration Where new wiring is installed to serve new interior luminaires and /or luminaires are relocated to a new circuit; indicate manual and automatic lighting controls are provided (as applicable) - manual (C405.2.3); occupancy sensor (C405.2.1); light reduction (C405.2.3); daylight responsive (C405.2.4); specific application (C405.2.5) Where new wiring is installed to serve new exterior luminaires and /or luminaires are relocated to a new circuit; indicate automatic lighting controls are provided (C405.2.6) Page 7110 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by @2021 NEEA, All rights reserved The following information is necessary to check a permit application for compliance with the lighting systems, motors and electrical system requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C408.1.2 Commissioning Include general summary of Cx plan per C408.1.2.1 requirements in C408.1.2 including: 1) Narrative description C408.1.4 construction of activities; 2) Responsibilities of the Cx C103.6.3 documents team; 3) Schedule of activities including verification of project close out documentation per C103.6; 4) Conflict of interest plan (if required) NA C408.1.2 Commissioning Include in general summary that a Cx project C408.1.4 requirements in report and Compliance Checklist (Figure C103.6.3 construction C408.1.4. 1) shall be completed by the documents Certified Cx Professional and provided to the owner prior to the final electrical inspection NA C408.4.1 Functional Identify in plans and specifications the performance testing intended operation of all equipment and criteria controls during all modes of operation, including interfacing between new and existing -to -remain systems PROJECT CLOSE OUT DOCUMENTATION NA C103.6.3 Project close out Indicate in plans that project close out documentation documentation is required including WSEC requirements lighting compliance reports that document all interior and exterior lighting area and / or surface types, lighting power allowances and installed densities If "no" is selected for any question, provide explanation. 15 I 16 Page 10/ 10 7A �,99� RANCH MARKET B at Edmonds 22511 Highway 99 Edmonds, WA 98026 smith Colo. 603 Stewart Street Suite 610 Seattle, Washington 98101 206.466.5239 p 206.713.4076 m D ksmith@smithco.org http://www.smithco.org/ Architect Registration E RESUB 4/16/2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT F Consultant G �HrP Ern►i►►'ne►e►r�in► a — a De►_ ►'Win► 6e►-+� E,Coje► Teri) CJ 1w r J%P.� JJJ.�J 3103 Independence Drive Livermore, CA 94551 TEL: 925-409-2508 CEL: 510-468-0613 FAX: 510-788-6039 Consultant Registration H -- R1 >z� EXPIRES: 09/30/2022 Issues and Revisions No. Date Issues K L M I Project Name 99 RANCH EDMOND Project Number 20066 Description LIGHTING / ENERGY N COMPLIANCE FORMS Computer File Scale Template All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned 0 by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. 1 tE - 00.44 SHEET NOTES GENERAL NOTES 1. CIRCUIT NUMBERS ARE SCHEMATIC AND SHOW THE DESIGN INTENTION AND OCONNECT NEW EQUIPMENT REPLACE IN PLACE VIA EXISTING CIRCUITS IN THE LOAD BALANCE REQUIREMENTS. CONTRACTOR SHALL INCLUDE IN HIS BID AREA. COORDINATE WITH OWNER/SUPPLIER FOR EXACT CONNECTION THE TIME REQUIRED TO FIELD VERIFY AND TRACE ALL EXISTING AVAILABLE REQUIREMENT AND FINAL LOCATION. MODIFY AND/OR EXTEND CIRCUIT AS CIRCUITS AND THOSE, WHICH BECOME AVAILABLE AS A RESULT OF NEEDED TO ACCOMMODATE NEW EQUIPMENT. DEMOLITION. CONTRACTOR SHALL INDICATE ACTUAL CIRCUITS USED ON AS -BUILD DRAWINGS AND PANEL DIRECTORY. \9 / 2 RECONNECT RELOCATED EQUIPMENT VIA EXISTING CIRCUITS IN THE AREA. EXTEND CIRCUIT AS NEEDED TO NEW CONNECTION LOCATION. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ELECTRICAL CHARACTERISTICS AND ADDITIONAL REQUIREMENTS FOR ALL THE @ OALL CONDUIT/WIRES FROM DEMO EQUIPMENT IN THIS AREA SHALL BE REMOVED ELECTRICAL FOOD SERVICE EQUIPMENT, INCLUDING OUTLET, PLUGS AND BACK TO PANEL ANY EXTERNAL OR INTERNAL WIRING AND COMPLY AS REQUIRED. SEE ALL FOOD SERVICE DESIGN CONSULTANT'S DRAWINGS FOR EQUIPMENTPROVIDE ONEW CASHPOWER REG REGISTERS, AND SON WITH NSITIVE COLATED GROUND FROM OMPUTER CCOMPONEENTSANEL C TO SCHEDULE AND REQUIREMENTS. V 99 v RANCH MARKET 3. THE MOUNTING HEIGHT FOR ALL ELECTRICAL DEVICES SHALL BE VERIFIED V� WITH OWNER BY CONTRACTOR. D `l 4. CONTRACTOR SHALL VERIFY NEMA CONFIGURATION FOR ALL EQUIPMENT D a% Edmonds OUTLETS PRIOR TO INSTALLATION. FURNISH AND INSTALL RECEPTACLE AND/OR J-BOX TO MATCH EQUIPMENT CONNECTION. 11 V 11 5. ALL 125V, SINGLE PHASE 15 AND 20 AMPERE RECEPTACLES INSTALLED 13 WITHIN FOOD PREP. AND SERVICE AREA SHALL HAVE GROUND FAULT 22511 Highway 99 1 18 19 z1 24 I CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL. EXIT EXIT EXIT 6. CONTRACTOR TO VERIFY THE LOCATION OF ALL MECHANICAL/PLUMBING Edmonds, WA 98026 E) PNL"DP1" EQUIPMENT FROM MECHANICAL/PLUMBING DRAWINGS PRIOR TO INSTALLING (E) NL"L" p U E) � NL' DP2" ELECTRICAL CONNECTION FOR MECHANICAL/PLUMBING EQUIPMENT. Z U 7. FURNISH AND INSTALL PHONE/DATA OUTLET AND 1/2" CONDUIT TO TELE/COM w w O rpU> TERMINAL. WIRING AND TERMINATION BY OTHER. NM I I I At I o o I I I I X �Ip w� I wwcw 8. FIRE ALARM SYSTEM IS DESIGN BUILD BY FIRE ALARM CONTRACTOR. FA 1 CONTRACTOR TO PROVIDE AND SUBMIT ALL CALCULATION. SHOP DRAWINGS 603 Stewart Street 145 11 REQUIRED BY THE CUPERTINO FIRE INSPECTION DEPARTMENT. suite 610 zz STOCK AREA 1122 9. FEED ALL CIRCUITS FROM EXISTING PANEL AROUND THE FLOOR U.O.N. Seattle, Washington 98101 1 10 1 0 1 1 1 1 11 1 10. COORDINATE WITH EQUIPMENT/REFRIGERATION DRAWINGS FOR ANY LOW 206.466.5239 p 0 o VOLTAGE WIRE REQUIREMENT FOR CONTROL AND MONITOR SIGNAL, AND 142_ _ ADDITIONAL LINE VOLTAGE WIRES FOR DEFROSTING CIRCUITS AS NEEDED. 206.713.4076 m DAIRY W. I. F. — — — — — — — — — — — — PNL"P2" — — — — — — — — — — PNL"P3" PNL"P5" p ksmith@smithco.org 8' W.T. 9 I DAIRY PR P. 1 PNL"P6" http://www.smithco.org/ zo (E) 15 PNL"RL" E.P. E. E E E E.P. L"P »O O O AIR L( O — — — O 13 Architect Registration 1.5' X 4' 1.5' X 4' x 7L II ❑ O I 1 \ 1.5' X 4' Igo X a'w.r. AIL oI( EXIT OI I I I 133 ❑ 1 1 137 I I I x X SEAFOOD PREP. 132 — EQ. ROOM 113 TSEAFOOD W. I. F. SEAFOOD W. I. C. ■ _ 124 123 v I � I 1 ME C 0 MEAT W. I. F. MEAT W. I. C. I J 1 / O RIC ` RESU B PRODUCE W. I. C. O ` �1— E II I I I I I I AQu RIUM � �1,� O I I I O O 4/16/2021 II15 'f' 1 _rill Q \ ° 122 Q 141 OMEN 0 157 163 112 s'w.T. MEAT PREP. N DAIRY W. I. C. 0 HALLWAY CDEVELOPMENT a—FEM21S STEAMER M J O a J / — — — SERVICES DEPARTMENT PROD CE PREP. A � 6.WT I I 1 LIVE SEAF60D = � 1� 5W77, 1 = I I i L— ••— J HOOD------- Z F 131 (N) ADA 121 SEAFOOD DEPARTMENT CUSTOMER SERVICE COUNTER �� I 1 L Consultant rAl—JR I RF:A(.HIN GLA66SEAFOU GLASSSEAFUIDU ULA0�01tArUUL) s FT 6 FT s FT s FT s FT AQUARIUM AQUARIUM AQUARIUM AQUARIUM AQUARIUM o OO J 5 5 DISPLAY DISPLAY DISPLAY DISPLAY DISPLAY L-13 55 55 1 4 — — — — — — — — — EXIT — — — — — 12' PRODUCE 12' PRODUCE 12' SEAFOOD 12' SEAFOOD SELF- SELF- SELF- [S_EL_F___JSELF- *461h) 8' MEAT MD (N) 8' MEAT MD (N) 8' EAT MD (N) ADAp ) ) 8' MEAT MD (M) 12' MEATMP LI 159 I E) PNL"D1" CONTAINED CONTAINED CONTAINED CONTAINED CONTAINED CUSTOMEKF I LIGHTIN N 12' MEAT MD N 12' MEAT MD CUSTOMER SERVICE 22 74 —22 SHELLFISH SHELLFISH SHELLFISH SHELLFISH SHELLFISH11 TANK TANK TANK TANK TANK COUNTER 1 HALLWAY I E) PNL"D2- J_ — — — I1 S.A.D. FOR 11 12 X 45 11 DETAILS. 1 W I 2 I I I I I I I I1. O II I ' (N) SEAFOOD ISLAND CASE (N) SEAFOOD ISLAND CAE 11 (N) MEAT ISLAND CASE P7-34,36,38 (tV') MEAT ISLAND CASE P 7 c I1 #10 P7-40,42 8 RL-1 16 52 2 #10 P4-34 LET DISPLAY PALLET DISPLAY 10 P4-38,40,42 I1 — AHT185 — P7-42 10 —21,23 {////��'' AHT185 D V 0 AHT185 — — — 11 83 HT2,0 AHT 10 (POWER FOR BHP V HT2,0 AHT 10 T210 JJJ HT210 AHT 10 HT210 AHT 10 _MUAHT 10 83 2 DEMONSTRATIONS) !!��J 83 OLZIHV OL 1Htl 6 83 P 3 OLZIHV OL 1HV OLZ1H 34 OLZIHV OL 1HV OLZ1H P7 8 40i n e e ri n IGH RP-14 — o z Htl o Htl I EN WOMEN a►n) �e�_sj �grt► rl 1 r► 1 1r 1 r) S8L1HV SS LIHV SH L1Htl S8L1Htl ✓ �J JJJ 5oA I P2-13 RL 25 J P2 40 I - - - - - I 84 I LOCKER LOCKER 11 ,. ,�. , �_, . ► r GENERAL SALES 101 3SeI'Independence tl 1CCrle� I�iC�. DEMONSTRATIONS) GENERAL SALES 2 KERS Livermore, CA 94551 TEL: 925-409-2508 84 37,39,41 84 i 5' X 4' 1. ' X 4' 1.5' X 4' 1.5' X 4' x FAX: 510-788-6039 1 54 10 RP 1 54 — — — — — — _ P7 J M 176 J J J J J J J J J J _ —41 J 50A 1 1 Q 1 ® 0 I 0 ® ® I I RL3 J 31 LI ❑ LI ❑ RL3 2 R 2 R.HT. 1" Consultant Registration 2 —1 O © u u u u LI u u u LI LI DR STORAGE �_ IGHT 1� H UC AB DUCE PRODUCE PRODUCE PRODUCE R o IA�I I TABLE TABLE TABLE TABLE TABLE TABLE TABLE a ILL MODULE MODULE MODULE MO LE MODULE MODULE MODULE gq CORNER IN -LINE IN -LINE I IN -LINE IN -LINE CORNER J I 84 1 x x \y 0 PRODUCE PRODUCE PRODUCE PR CE PRODUCE PRODUCE PRODUCE J g e • '• TABLE TABLE TABLE TABLE TABLE TABLE TABLE MODULE MODULE MODULE MODULE MODULE MODULE MODULE a P7— ETAIL RN - NE IN- IN - LB! 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 — — — 2 2- 50A ti ti ti ti ti ti 7 ti ff ti ti ti ti �� ti ti �0 ti ti 7 ® 1 R.H v D O ti~ 7 O ~~ O R.H v D 1 R2 ( r, 111 54 10 RP 1 54 Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q P7— J J —31 Q Q Q Q RP— J J — 4 P7 R.HT. 175o 4' W.T. 2 _1 PRODUCE DEPARTMENT OO OO OO OO OO OO OO OO OO OO OO OO R ( ST'�K` 11 cc 0 0 0 0 0 0 00 00 0 0 0 0 0 0 0 0 84 0 0 JUI E BA AREA TONAL Esc, I Z Z z z © Z Z Z Z Z Z Z Z z z 1 Z Z — Z Z — Z Z Z Z Z Z — 1 g — T PRODUCE PRODUCE PRODUCE PRODUCE PRODUCE PRODUCE PRODUCE UT 7 8 4 84 9 EXPIRES: 09/30/2022 TABLE TABLE TABLE TABLE TABLE TABLE TABLE / Il (Il r Il � I'► r Il (i► / Il (r► (i► f r► (i► r Il / Il / Il (i► (i► (Il (Il (Il / Il `• 8 8q / Il Il (Il (r� ® —33 MODULE MODULE MODULE TA LE MODULE MODULE MODULE I V V LJ V V V V V V V V V V V V V V V V V ¢ _ lJ lJ lJ V _ CORNER IN -LINE IN -LINE I IN -LINE IN -LINE CORNER �} _ _�} �} �} �} �} 50A PRODUCE PRODUCE PRODUCE PR CE PRODUCE PRODUCE PRODUCE V} V V V} V V} V V V V V V V ,Vy v} v v V V v �V} �v} V V oc TABLE TABLE TABLE TABLE TABLE TABLE TABLE V V V �I V 7 V v MODULE MODULE MODULE MODULE MODULE MODULE MODULE L CORNER IN -LINE IN -LINE IN -LINE IN -LINE IN -LINE CORNER P7— J J —31 RP— il J J — 4 ) 12' r LD DELI 54 10 RP 1 54 $ U Q 0 Q — I I I I Q I I I a"' 2 —3 W 843 W W W RL-30 05� of a0 8 5 R, 7� 1 5 84 I 4 84CD LIG — LL 50A } R.H D R.H D . PRODUCE PRODUCE PRODUCE PRODUCE PRODUCE J ® P7— J J —31 RP— J J — 4 TABLE TABLE TABLE TABLE TABLE MODULE MODULE 4TA ULE MODULE MODULE D_ IN -LINE IN -LINE E IN -LINE CORNER Ln 1 1 I 1 I 1 Q J PRODUCE PRODUCEILL UCE PRODUCE PRODUCE F 1 W TABLE TABLE LE TABLE TABLE = D.I MODULE MODULE MODULE MODULE MODULE Q 54 1 0 ® ® RP 1 54 IN -LINE IN -LINE IN -LINE IN -LINE CORNER J 1 — 8� 84 84 8 84 Issues and Revisions I w I I I I I I I No. Date Issues RJ- 14 p © RL J J 40 R 13 RA D R.H D I F 0 50A PRODUCE PRODUCE PRODUCE PRODUCE PRODUCE LIGHT DR.HT. ®J 1 H < _ P7— J J —31 RP— J J — 4 1 L TABLE TABLE TABLE TABLE TABLE — I G a MODULE MODULE M DULE MODULE MODULE N IN -LINE IN -LINE - E IN -LINE CORNER 3 H I 3 PRODUCE PRODUCE UCE PRODUCE PRODUCE 84 RL J J 31 RL J J R 2 � F TABLE TABLE TABLE TABLE TABLE L L 184 D2-42 1 MODULE MODULE MODULE MODULE MODULE 1 1 1 1 1 1I 1 1 I BAKERY SALES IN -LINE IN -LINE IN -LINE IN -LINE CORNER P P 7 1I 84 v 102 II o CONCOURSE II d 50A 52 2 1I 2 4 I ® O I I I I I - - — P 7w18 18 18 181 3 18 18 — — — — — — SI N POWER sAI U 1 15 I A LIGHTING 1 6 B2-33 TI ECLOCK. o L 0 50A P2—g ® 2 O ® ® ® 2 ® I O ® 3ERvE BISPUr 17 d \ I sae g-0• � g-0� cap I 00 1 1 1 1 \ REUSE EXISTING I P — —7 f` IGHTING FS POWER AND DATA I 38 SIGN POWER g _ _ _ _ _ _ _ _ _ _ _ _ DUCT, FOR CONNECTION I W DU P SINK H.S. TO NEW REGISTER PACKAGED ICE LAYOUT/ OCATION. I 45 AIL LOCK. 38 go n FREEZER 1I 1 / REMOVE ALL CONDUIT B2-33 D. FOR FN �1 37 35A 90A eBA B748 I — — — — — — — — — — — — — — — — — — — — — L— � AND WIRES BACK TO I � � 38 � 1 EXIT 46' PRO6UCE PALLET DISPLAY 1 1 1 I 1 1I 1 BREAKER WHERE REGISTER _ L J �� 11 E I I 3 203 31A 31 2-COMP REF. II AND/OR EQUIPMENT ARE I 0O PREP-S,MM TABLE 1 18 FUTURE II NO LONG R USED. I " 5 IN STORE UNIT C 11 I O M 84 ea — — I_ 24X24 30M V= vow I 1 1 1 1 1 I 11 1 \\ I 1 3 37 37 TAHL TAKE T38 3 nmt O 3-BOOR READO 3i 3 BBBIt O REF. 11 Ci.ASS FREEZER _______________________________ — II�1--------------------�---- II Project Name 99 RANCH EDMOND II II II II (E)PNL"C" 147 i i i i FUTURE FUTURE i/ E PNL"P1" IN STORE UNIT E IN STORE UNIT D EXIT 103 () 163 i i i i i i i i Project Number 20066 FUTURE I I I I I I I I I N STORE UNIT B I I I I I I I I Description POWER PLAN SERVICE ROOM O AC ROOM ANT I I I I I I 1 1 O II II II II II II II II p Q I I I L---------J L--------- J I ---------J I I I I L------ J L --- 0 I I I I I I I I I I I I I I Computer File II II II II 11 II II II II II II 11 II II II II II II II II II I ili Pi i1i i i i1i i i I 1 i i i1i i i i1i i1i i1 II II II II II II II II Scale II II II II II II II II II I I I I I I IL _________J L_________J I I I I I 11 I I I I I I 1 I L----------, 17--------- I 1 I I 11 11 11 Template All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned 0 by and the property of smith co. Ilc and were created evolved, and developed for use on and in i F O W E R PLAN - SALES E LOOK connection with the specified project. None of such ideas, designs, arrangements or plans shall be use( z by or disclosed to any person, firm, or corporation E- �-o SCALE: 1 /6" = 1 -0" for any purpose whatsoever without the written permission of smith co. llc. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 E=1 mO 07 ' QI%= 99 RANCH MARKET at Edmonds 22511 Highway 99 Edmonds, WA 98026 smith O e . 603 Stewart Street suite 610 Seattle, washington 98101 206.466.5239 p 206.713.4076 m ksmith@smithco.org http://www.smithco.org/ Architect Registration RESUB 4/16/2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Consultant %XHrP Ern► i►'n► e► ,i.r n► a► , d �e►_s� ►' -n► se►r�i►' c�e►s� Irn► CJ� 3103 Independence Drive Livermore, CA 94551 TEL: 925-409-2508 CEL: 510-468-0613 FAX: 510-788-6039 Consultant Registration 21 EXPIRES: 09/30/2022 Issues and Revisions No. Date Issues Project Name 99 RANCH EDMOND Project Number 20066 Description POWER PLAN - BAKERY Computer File Scale Template All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. E=1 ol F:1 C I11 E F G iI J 41 L M T l�J 2 3 4 3T T TI 5 6 8 9 10 6T T T 70 TI I LIGHTING PLAN SCALE: 1 /4" = '-0" 12 13 14 15 17 72 13 14 15 I I I I I LIGHTING SCHEDULE LIGHTING SCHEDULE TYPE SYMBOL QTY DESCRIPTION MANUFACTURER SPEC MOUNTING NOTES /REMARKS TYPE SYMBOL QTY DESCRIPTION MANUFACTURER SPEC MOUNTING NOTES (REMARKS HEIGHT HEIGHT A 10 8' LED ARCHITECTURAL SUSPENDED LINEAR 15'-0"A.F.F. FOLLOW PERMIT SET M-4' 17 LINE VOLTAGE ADJUSTABLE PAR GIMBAL RING , 12'-0"A.F.F. FOLLOW PERMIT SET LIGHT @ CHECKSTANDS M-8' LED TRACK FIXTURE D O 24 6" DIA LED RECESSED DOWNLIGHT SEE PLAN FOLLOW PERMIT SET 36 LINE VOLTAGE ADJUSTABLE PAR GIMBAL RING 12'-0 A.F.F. FOLLOW PERMIT SET . R Q 16 LED TRACK FIXTURE 16 " EHT ASHLAND LED PENDANT LIGHT BARN LIGHT BLE -C-WHA 16-LED SEE ELEV . CONTACT : MICHAEL DOMINGUEZ mdominguez @light-ca.com H O 14 22" LED ALUM . DOME HIGH BAY LIGHT 15'-0"A F.F. FOLLOW PERMIT SET YELLOW SHADE : 14 QTY ; BLACK SHADE : 18 QTY) ELECTRIC 310 .798 .0992 x132 EX 3D-HE -835 VHO -8- CONTACT : NANCY RAMDON - W 132 8' LED SUSPENDED DIRECT LINEAR LIGHT PINNACLE AC 120 ST-U-OL 1-1-0- 15'-0"A.F.F. CONNOLLY , 99 ranchmarket @ needhamelectric .com GR GRAPHITE ) 781 .737 .1044 3 14 5 6 7 1 8 1 9 10 1 11 1 12 13 Segment Manager CAT5e Ethernet Cable RJ45 4 (Typical) _�I/ -- Ethernet Ethernet w Shield Li LAN Only The Building LAN is separate from the DLM Local Room Network. For full operational details, adjustments and more features of the product, see the DLM System Installation Guide at www.wattstopper.com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igital Network Bridge TYPICAL LIGHTING WIRING DIAGRAM FOR REFERENCE. 0-10 VON/—Cl— ConWl Wiring LMLS-400 LMRJ Seri** Pro—Teminoted Single —zone Open Loop Coblea or CAT5e. Fne Topology DaYllght Sensor h Splitter Acceptable LIADM-101 Dlmming Wall SwRoh 0 ® 0.00. Ar A9 9 `30 07 99 RANCH MARKET B at Edmonds 22511 Highway 99 Edmonds, WA 98026 smith c0. 603 Stewart Street suite 610 Seattle, Washington 98101 206.466.5239 p 206.713.4076 m D ksmith@smithco.org http://www.smithco.org/ E F G Architect Registration RESUB 4/16/2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Consultant %. PHrP Alm".) i►'n► eeri'n► a►n► d �e►' Win► erg i►'c�es� Irn► ci 3103 Independence Drive Livermore, CA 94551 TEL: 925-409-2508 CEL: 510-468-0613 FAX: 510-788-6039 Consultant Registration H VPV 1, OF WAS7j C.9 ,v r I 0 �; t 36755 O gF0�S1EaE SS/ONAI I 04�1F�2021 EXPIRES: 09/30/2022 RJ Issues and Revisions No. Date Issues K L M Project Name 99 RANCH EDMOND Project Number 20066 Description LIGHTING PLAN N Computer File Scale Template All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned 0 by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. E=2mO