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APPROVED BLD PLN FIR BLD2022-1448+Architectural_Plan+10.20.2022_2.34.18_PM+3176718RESPONSIBILITY MATRIX DESCRIPTION GENERAL CONDITIONS PROVIDED BY GC INSTALLED BY N/A GENERAL NOTES 1. THIS PROJECT AND ALL WORK ASSOCIATED WITH PROJECT SHALL CONFORM TO STATE AND LOCAL CODES AND ORDINANCES HAVING JURISDICTION OVER THIS PROJECT. APPROVED City Of Edmonds ALL WORK SUBJECT B u i Id i n De a rtment PLANS MUST B g p T O FIELD GC GC TO PAY BUILDING DEPT. FEES, PROVIDE ALLOWANCE IN BID BUILDING PERMIT N/A 2. THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEAN, METHODS, TECHNIQUES, SEQUENCE OF PROCEDURE, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, ALL OF WHICH SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 3. THE DESIGN ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC. DURING DEMOLITION ANDIOR CONSTRUCTION IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY THE STRUCTURAL ENGINEER OR ARCHITECT. 4. ALL WORK NOTED "N.I.C." OR "NOT IN CONTRACT" IS TO BE ACCOMPLISHED BY A CONTRACTOR OTHER THAN THE GENERAL CONTRACTOR AND IS NOT TO BE PART OF THE CONSTRUCTION AGREEMENT. THE GENERAL CONTRACTOR SHALL COORDINATE WITH "OTHER" CONTRACTORS PER REQUIREMENTS ESTABLISHED BY OWNER AND TENANT. 5. THE GENERAL CONTRACTOR AND, ALL SUBCONTRACTORS ARE RESPONSIBLE FOR EXAMINING CONTRACT DOCUMENTS, FIELD CONDITIONS, AND CONFIRMING THAT WORK IS BUILDABLE AS SHOWN BEFORE PROCEEDING WITH CONSTRUCTION. IF THERE ARE ANY QUESTIONS REGARDING THESE OR OTHER COORDINATION ITEMS, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING WITH WORK IN QUESTION OR RELATED WORK. 6. CONTRACTOR SHALL MAINTAIN RECORD DOCUMENTS OF CONSTRUCTION CHANGES ("AS -BUILT DRAWINGS") AND SHALL PROVIDE SAID DOCUMENTATION TO THE ARCHITECT UPON COMPLETION OF CONSTRUCTION - NO EXCEPTION ALLOWED. 7. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE TO COORDINATE WITH ALL SUBCONTRACTORS PER REQUIREMENTS ESTABLISHED BY OWNER, TENANT, OR BOTH, WHICH ARE UNDER SEPARATE CONTRACT WITH THE OWNER, OR TENANT, OR BOTH. Work -TENANT- IMPROVEMENT------------- INSPECTION FOR O N JOB SIT E Address 23632 HIGHWAY 99 SUITE A ________________ ..__.__.__.__._ -------------------------------------------------------- - CODE C O M P L IAN C E Owner XFI N ITY --------------- ..-- r� ff hh rr�� OBTAIN ELECTRICAL Approved Date ; � � �2 �/�V�G __------ �---------------------------------------------- PERMIT FRO M Building Official ; EYI.I/ � STATE LABOR & '------------------------------------------------------ Permit Number B LD2022-448 _ _ INDUSTRIES '------------------------- - - V l 1 A R C H I T E C T STORAGE RM SHELVING BP GC COMCAST N/A GC KIOSKS COMCAST GC DEMOLITION T STREET U T 5 CONCRETE (CUTTING, POURING, SAWING) GC STRUCTURAL /MISCELLANEOUS METALS GC GC ROUGH CARPENTRY GC GC COMCAST TO PURCHASE MILLWORK FROM COMCAST'S MILLWORK VENDOR. G.C. TO ASSEMBLE AND INSTALL ALL RETAIL FIXTURES G.C. TO PROVIDE AND CONNECT ASSOCIATED POWER. GC TO PROVIDE SUBMITTALS TO ARCHITECT FOR REVIEW AND APPROVAL PROVIDE M/E/P ALL FINISHES, LIGHTING, DOORS HARDWARE, RESTROOM ACCESSORIES AND FIRE EXTINGUISHER CABINETS. MILLWORK IN RETAIL AREA SUBMITTALS SPARKS GC GC N/A 8. INSTALL ALL MANUFACTURED ITEMS, MATERIALS, AND EQUIPMENT IN STRICT ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS, ALL OTHER MILLWORK GC GC U.N.O.. 9. ANY WORK INSTALLED IN CONFLICT WITH THE CONSTRUCTION DRAWINGS, WITHOUT THE PRIOR APPROVAL OF THE OWNER AND THE ARCHITECT SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. 10. THE GENERAL CONTRACTOR SHALL NOTIFY THE OWNER/ ARCHITECT IMMEDIATELY OF ANY SPECIFIED MATERIALS OR EQUIPMENT WHICH ARE EITHER UNAVAILABLE OR THAT WILL CAUSE A DELAY IN THE CONSTRUCTION COMPLETION SCHEDULE. THE CONTRACTOR SHALL THERMAL &MOISTURE PROTECTION GC GC AS REQUIRED DOORS, FRAMES, HARDWARE GC GC GLASS &GLAZING GC GC SUBMIT CONFIRMATIONS OF DELIVERY DATES FOR ORDERS OF MATERIALS AND EQUIPMENT HAVING LONG LEAD TIMES. 11. ALL REQUEST FOR SUBSTITUTIONS OF ITEMS SPECIFIED SHALL BE SUBMITTED IN WRITING AND WILL BE CONSIDERED ONLY IF BETTER SERVICE FACILITIES, A MORE ADVANTAGEOUS DELIVERY DATE, OR A LOWER PRICE WITH CREDIT TO THE OWNER /TENANT WILL BE STOREFRONT SYSTEM GC GC IF REQUIRED TO BE ADDED/ MODIFIED DRYWALL PARTITIONS GC GC PROVIDED WITHOUT SACRIFICING QUALITY, APPEARANCE, AND FUNCTION. UNDER NO CIRCUMSTANCES WILL THE ARCHITECT BE REQUIRED TO PROVE THAT A PRODUCT PROPOSED FOR SUBSTITUTION IS OR IS NOT OF EQUAL QUALITY TO THE PRODUCT SPECIFIED. 12. PROJECT SPECIFICATIONS ARE AN INTEGRAL PART OF THESE PLANS -SUBSTITUTIONS FOR SPECIFIED MATERIALS REQUIRE THE WRITTEN APPROVAL FROM THE ARCHITECT. 13. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING PERMITS PRIOR TO STARTING Q Q 2 3 6 3 2 HWY �J �J + STE A E D M O N D S WA 9 8 0 2 6 S RE�9ST� �'�' ACOUSTICAL CEILING SYSTEM GC GC REFER TO FINISH LEGEND &SCHEDULE. CONTACT MAUREEN CONE - 703.389.2701 - mmcone@armstrongceilings.com FLOORING (VCT, LVT) GC GC REFER TO FINISH LEGEND &SCHEDULE. CONTACT COMMERCIAL NATIONAL ACCOUNTS: AFICNAORDERS@ARMSTRONGFLOORING.COM CONSTRUCTION. 14. PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, THE APPLICANT SHALL HAVE EVIDENCE OF CURRENT WORKMAN'S COMPENSATION INSURANCE COVERAGE ON FILE WITH THE STATE LABOR DEPARTMENT INCOMPLIANCE WITH CURRENT LABOR CODES. 15. PROVIDE CONTINUOUS INSPECTIONS AS SET FORTH IN STATE AND LOCAL CODES AND PER CONTRACT DOCUMENTS AS NEEDED. 16. CONTRACTOR SHALL VERIFY ALL BUILDING STANDARDS WITH BUILDING LANDLORD PRIOR TO BEGINNING ANY WORK. HOWEVER, THERE + (FOR TENANT IMPROVEMENT O N LYE E• N � ' CARPET &CARPET ADHESIVE GC GC REFER TO FINISH LEGEND &SCHEDULE -NATIONAL REP TRICIA TRAINOR MONSELL, INTERFACE - 610.662.0805 LIGHTING NATIONAL CONTRACT - NO ALTERNATES. PURCHASE THRU CS ILLUMINATION - CONTACT ALLISON LEWIS (760) 477-1244 x230. ALEWIS@CSILLUMINATION.COM AND XFBRANDED@CSILLUMINATION SHALL BE NO DEVIATIONS WHATSOEVER FROM THE CONTRACTOR DOCUMENTS WITHOUT THE ARCHITECT'S WRITTEN APPROVAL THEREOF. THE CONTRACTOR AGREES TO DEFEND, INDEMNIFY AND HOLD THE ARCHITECT HARMLESS FROM ANY CLAIMS ARISING AS A RESULT OF UNAPPROVED CHANGES. - - -- -- -- � VB CONSTRUCTION TYPE ;................: M OCCUPANCY GROUP �____.._._.___._.___._.___.._� GC GC GC GC BASE REFER TO FINISH LEGEND &SCHEDULE � 21 OCCUPANT LOAD �............... WALL FINISHES (PAINT) GC GC DRAWING NOTE S 1. UNLESS OTHERWISE NOTED OR INDICATED, ALL DIMENSIONS ON THESE DOCUMENTS SHALL BE TO FACE OF CURB, FACE OF CONCRETE OR MASONRY, FACE OF FINISH OR CENTERLINE OF GRIDS. 2. ALL VERTICAL DIMENSIONS SHOWN ARE FROM FLOOR SLAB, U.N.O.. SPECIALITIES GC GC RESTROOM FIXTURES &ACCESSORIES GC GC FIRE EXTINGUISHERS GC GC MECHANICAL GC GC ELECTRICAL GC GC 3. DIMENSIONS SHOWN IN FIGURES TAKE PRECEDENCE OVER DIMENSIONS SCALED FROM DRAWINGS, LARGE SCALE DRAWINGS AND DETAILS TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. 4. THE TERM "ALIGN" AS USED IN THESE DOCUMENTS, SHALL MEAN TO ACCURATELY LOCATE FINISHES IN THE SAME PLANE. PLUMBING GC GC LIFE SAFETY/ FIRE PROTECTION GC GC 5. "TYPICAL" AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITION IS THE SAME OR REPRESENTATIVE FOR ALL SIMILAR CONDITIONS THROUGHOUT, U.N.O.. 6. DETAILS ARE USUALLY KEYED AND NOTED "TYPICAL" ONLY ONCE, WHEN THEY FIRST OCCUR AND ARE REPRESENTATIVE OF ALL SIMILAR CONDITIONS THROUGHOUT, u.N.o.. 7. COLUMN CENTERLINES (GRID LINES) ARE SHOWN FOR DIMENSIONING PURPOSES. 8. WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, THE DETAILS SHALL BE THE SAME AS _ SHEET INDEX FIRE ALARM SECURITY SYSTEM GC COMCAST GC GC TO CONSULT WITH COMCAST REGIONAL SECURITY VENDOR (WHO PROVIDES MONITORING SERVICES) ON FIRE ALARM PANEL SPECIFICATIONS GC TO PROVIDE ALL DOOR HARDWARE, SECURITY DEVICE ROUGH-IN'S ONLY (BACK BOXES, PULL STRINGS, ETC.) FOR SECURITY 10/20/2022 LL Review 10/20/2022 10/20/2022 Bid Set Permit Set Revision 1 Revision 2 Revision 3 Revision 4 Sheet Number Sheet Name COMCAST DEVICES. COMCAST TO PROVIDE ELECTRIC STRIKES AND WIRING TO ELECTRIC STRIKES. GC TO COORDINATE INSTALLATION FOR OTHER SIMILAR WORK IN THE SAME BUILDING. WITH COMCAST REGIONAL SECURITY. A0.1 TITLE SHEET I N T E R I 0 R / EXT E R I 0 R NOTES TELEPHONE/ DATA CABLING COMCAST COMCAST GC TO COORDINATE INSTALL WITH COMCAST'S SERVICE PROVIDER AND DATA CABLING VENDOR AO.2 2010 ADA ACCESSIBILITY DETAILS AUDIO/ VISUAL SYSTEM &EQUIPMENT DMG DMG GC TO PROVIDE BACK BOXES, PULL STRINGS, RECEPTACLES, ETC .DMG TO PULL ALL CABLING TO AV EQUIPMENT. GC TO BE A0.3 SPECIFICATIONS A1.O DEMOLITION FLOOR PLAN ONSITE FOR DMG INSTALLATION. COMPUTER EQUIPMENT COMCAST IT TO PROVIDE POWER/ DATA AS REQUIRED COMCAST COMCAST A2.1 PARTITION PLAN MONITOR &KEYBOARD TRAYS SPARKS GC 1. WHERE ELECTRICAL, MECHANICAL AND/OR PLUMBING ITEMS, SUCH AS LIGHTS, DUCTS, PIPING, DOWNSPOUTS, ETC.. ARE TO PENETRATE ANY BUILDING FOOTINGS, SLABS, FLOORS, STRUCTURAL FRAMING, WALL PARTITIONS, CEILINGS, ETC., IT IS REQUIRED THAT AN APPROPRIATELY SIZED OPENING OR CLEARANCE BE FURNISHED. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL ITEMS WITH THE CONSTRUCTION DOCUMENTS PRIOR TO THE INSTALLATION OF STRUCTURAL, MECHANICAL, PLUMBING, AND A3.1 REFLECTED CEILING PLAN A4.1 FIXTURE PLAN, FINISHES INTERIOR RETAIL SIGNAGE SPARKS GC A6.1 INTERIOR ELEVATIONS &ENLARGED TOILET PLAN GC ELECTRICAL WORK. ANY CONFLICT OR DISCREPANCY WITHIN CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION FOR CLARIFICATION. 2. ALL PENETRATIONS AT RATED CONSTRUCTION SHALL BE PROTECTED TO MAINTAIN RATING. 3. WHERE OCCURS, CONTRACTOR SHALL PATCH ANY EXISTING WALLS AND/OR CEILINGS AS NEEDED TO REFURBISH THE LEASE SPACE AND REPAIR ALL DAMAGES CAUSED BY CONTRACTOR. w E0.0 ELECTRICAL SYMBOL LEGEND POWER RISER DIAGRAM &PANEL SCHEDULE TACTILE/ RESTROOM SIGNAGE GC E1.O LIGHTING PLAN &LIGHT FIXTURE SCHEDULE EXTERIOR SIGN ADVANCED SIGN GROUP ADVANCED SIGN GROUP GC TO PROVIDE POWER &COORDINATE INSTALL WITH SIGN VENDOR E2.O POWER AND LOW VOLTAGE FURNITURE GC FURNITURE IS DROP SHIP TO SITE COORDINATE WITH COMCAST 4. INTERIOR WALLS AND CEILINGS SHALL BE INSTALLED IN ACCORDANCE TO STATE AND LOCAL CODES, INCLUDING REQUIREMENTS FOR FLAME SPREAD AND SMOKE DENSITY RATING FOR FINISH MATERIALS. 5. WHEN USED, ALL NOISE BARRIER BATTS (SOUND INSULATION) AND INSULATION BATTS SHALL BE NON-COMBUSTIBLE AND SHALL NOT CONTAIN OR UTILIZE OZONE DEPLETING COMPOUNDS. 6. ALL NEW CONSTRUCTION MATERIALS SHALL BE 100% ASBESTOS -FREE. 7. CONTRACTOR, ALONG WITH MECHANICAL CONTRACTOR, SHALL PROVIDE AND LOCATE ACCESS DOORS/ PANELS IN WALL &CEILING CONSTRUCTION AS REQUIRED TO PROVIDE ACCESS TO MECHANICAL, FIRE SPRINKLER, PLUMBING &ELECTRICAL WORK. ABBREVIATIONS U � J Q N W z � w O � � � � � w (n Q � � Q � Q � G � (� w Q � � 0 o�=z E2.1 FIXTURE ELEVATION DETAILS GC E3.0 ELECTRICAL SPECIFICATIONS PO.O MECHANICAL TITLE SHEET AND SPECIFICATIONS P1.0 PLUMBING PLAN &RISER DIAGRAMS S1.1 GENERAL STRUCTURAL NOTES &TYPICAL DETAILS S2.1 FLOOR FRAMING PLAN SYMBOLS LEGEND TENANT LANDLORD ANY HVAC WORK OR EXTERIOR SIGNAGE UNDER SEPARATE PERMIT PROJECT DATA DETAIL REFERENCE ROOM NAME �� SIM Room name � 1 ROOM NUMBER � � A101 101 � � SHEET NUMBER NEW DOOR DETAIL SECTION REFERENCE DOOR 1 SIM NUMBER 101 ///"`` A101 SHEET NUMBER SECTION � EXISTING REFERENCE DOOR SIM I 1 A101 ,__ SHEET NUMBER FINISH P MATERIAL 1 Ref�� ELEVATION REFERENCE � � � � 1 A101 1 F E FIRE EXTINGUISHER SHEET NUMBER 1 Ref WALL TYPE Name �i� ELEVATION 1 i HEIGHT Elevation it WINDOW TYPE CEILING MATERIAL BRANDED PARTNER LANDLORD COMPANY NAME BRIDGE LOCATIONS, LLC ADDRESS 3158 S. MAIN STREET CITY, STATE, ZIP SALT LAKE CITY, UT 84115 CONTACT: CONTACT: NAME ROGER ISHINO PHONE 801-860-1134 EMAIL roger@bridgelocations.com ARCHITECT TENANT COORDINATOR ROBERT F. VANNEY, ARCHITECT MALL NAME 55 EAST 5TH ST, STE 750 ADDRESS ST PAUL, MN 55101 CITY, STATE, ZIP CONTACT: CONTACT: BOB VANNEY NAME 651-294-7602 PHONE robert-vanney@comcast.net EMAIL @ AT DIAG DIAGONAL HDWR HARDWARE REINF. REINFORCING CL CENTERLINE DIM DIMENSION HM HOLLOW METAL REO'D. REQUIRED R PROPERTY LINE DN DOWN HT HEIGHT REV REVISION # POUND OR NUMBER DR DOOR HVAC HEATINGNENTILATING/ RM ROOM 0 DIAMETER DS DOWNSPOUT AIR CONDITIONING RO ROUGH OPENING � SQUARE FEET DWG DRAWING HW HOT WATER HEATER RCP REFLECTED CLNG PLAN A.B. ANCHOR BOLT AIC AIR CONDITIONING EA EACH INS. INSULATION S.C. SOLID CORE ACC. ACCESSIBLE E.I.F.S. EXTERIOR INSULATED INT INTERIOR SCHD'L SCHEDULE ACT ACOUSTIC TILE FINISH SYSTEM SLNT SEALANT ADJ ADJACENT E.J. EXPANSION JOINT JT JOINT SECT. SECTION AFF ABOVE FINISH FLOOR ELEV ELEVATION SF SOUAREFEET ALT ALTERNATE ELEC. ELECTRICAL) LAM. LAMINATED) SIM SIMILAR ALUM ALUMINUM ENCL. ENCLOSE(URE) LAV. LAVATORY SPEC SPECIFICATION APPROX. APPROXIMATE EO EQUAL SO SQUARE ARCH ARCHITECT EQUIP EQUIPMENT MAS. MASONRY SS STAINLESS STEEL AN AUDIONISUAL EST. ESTIMATE MAX MAXIMUM STD. STANDARD EXH. EXHAUST MED. MEDIUM STL STEEL BD BOARD EXIST EXISTING MEMB. MEMBRANE STOR. STORAGE BLDG BUILDING EXT EXTERIOR MEZZ. MEZZANINE SUSP. SUSPENDED BLKG BLOCKING MFR. MANUFACTURER) B.M. BENCH MARK MIN MINIMUM TEL. TELEPHONE B/o BOTTOM OF FOIC FURNISHED BY OWNER MISC MISCELLANEOUS TEMP TEMPERED INSTALLED BY CONTRACTOR MTD MOUNTED THK THICKNESS) CER. CERAMIC F010 FURNISHED BY OWNER MTL METAL N TELEVISION C.G. CORNER GUARD INSTALLED BY OWNER TYP TYPICAL CJ CONTROL JOINT F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT CLG. CEILING F.E. FIRE EXTINGUISHER N.T.S. NOT TO SCALE U.N.O. UNLESS NOTED CLR CLEARANCE) F.E.C. FIRE EXTINGUISHER CABINET OTHERWISE cLs cLAss CMU CONCRETE MASONRY UNIT FP. FIREPROOF OC ON CENTER CNTR COUNTER FT FOOT, FEET VCT VINYL COMPOSITION TILE FTG FOOTING P.LAM PLASTIC LAMINATE V.LF. VERIFY IN FIELD C.O. CLEAN OUT FURR FURRED, FURRING PLYWD PLYWOOD COL COLUMN pR. PAIR w/ WITH CONC CONCRETE GA. GAGE P.S.F. POUNDS PER SO. FOOT W.C. WATER CLOSET CONT CONTINUOUS GALV. GALVANIZED P.S.I. POUNDS PER SO. INCH WD WOOD CPT CARPET G.B. GRAB BAR P.T. PRESSURE TREATED W.H. WATER HEATER C.T. CERAMIC TILE GEN. GENERAL P.T.D. PAPER TOWEL DISPENSER w/0 WITHOUT CTR. CENTER GL. GLASS, GLAZING CU FT CUBIC FOOT GWB GYPSUM WALL BOARD RIA RETURN AIR cuYD CUBIC YARD GYP. GYPSUM R.D. ROOF DRAIN REF. REFERENCE DEMO DEMOLITION H.B. HOSEBIBB REFR. REFRIGERATOR DBL DOUBLE HDR HEADER REG. REGISTER DETL DETAIL D.F. DRINKING FOUNTAIN BUILDING DEPARTMENT: BUILDING DATA: RESTROOM SUMMARY: BUILDING DIVISION USE GROUP: BUSINESS PER 2018 WABC 2902.2 EXCEPTION 3 121 5TH AVE. N CONSTRUCTION TYPE: I IB NON-SPRINKLERED "Separate facilities shall not be required in structures or EDMONDS, WA 98020 HEIGHT IN STORIES: 1 tenants aces with a total occu ant load, includin both p p 9 employees and customers, of 15 or less." FIXTURES FIXTURES APPLICABLE CODES: TENANT SPACE: REQUIRED PROVIDED 20181NTERNATIONAL BUILDING CODE USE GROUP: QI Iclnl�ee M LAV 1 1 TOILET 1 1 2018 INTERNATIONAL MECHANICAL CODE TOTAL LEASED AREA SQ/FT : 1,425 S.F. / ��T1��. 21 2020 NATIONAL ELECTRICAL CODE HEIGHT IN STORIES: 1 DRINKING FOUNTAIN 0 0 2018 UNIFORM PLUMBING CODE SERVICE SINK 0 0 2018 INTERNATIONAL FIRE CODE 2009 ANSI 117.1 &ADA EXIT REQUIREMENTS: EXIT WIDTH REQ'D .2 x 11 OCC. = 2.2" EXIT WIDTH PROVIDED = 36" EXITS REQ'D 1 EXITS PROVIDED 1 Z 0 N O Q � � C G � � � 0 (� W Q N W � 0 O �"' -L V ^�^'' W Q GENERAL C 0 N T RAC T 0 R BCI NATIONAL CONSTRUCTION &FACILITIES 3158 S. MAIN ST. SALT LAKE CITY, UT 84115 CONTACT: DUNCAN JOHNSEN 908-448-7504 djohnsen@bcinational.com O z CONSULTANTS VICINITY MAP TENANT LOCATION MAP CLG. MATERIAL 1 REVISION CLOUD CLG. HT. &DELTA �•�� CEILING HT Approved D FM Cl�r%s gust APPROVED BY PLANNING South County Fire Date: 11 /08/2022 MILLWORK MEP ENGINEER SPARKS HALLBERG ENGINEERING, INC. 2828 CHARTER ROAD 1750 COMMERCE COURT PHILADELPHIA, PA 19154 WHITE BEAR LAKE, MN 55110 CONTACT: CONTACT: ED JANKINS DAVE QUIGLEY 215.602.8062 651-748-4346 ejankins@wearesparks.com SIGNAGE -EXTERIOR STRUCTURAL ENGINEER ADVANCE SIGN GROUP CARUSO TURLEY SCOTT 5150 WALCUTT COURT 1215 WEST RIO SALADO PARKWAY COLUMBUS, OH 43228 SUITE 200 CONTACT: TEMPE,AZ85281 JASON WELCH CONTACT: 614.400.5493 RICHARD DAHLMANN �� 3dth � 5W � + � hlf��+B�ll� � � � � �LJ f � r� i� CI£E`t�� CA I ��f � �� `a �36th S� � Fi�S�� K€��e�ln m � � � - � � � � PROVIDE EXIT TACTILE SIGNAGE. SIGNAGE TO BE MOUNTED ON RIGHT SIDE OF DOUBLE DOOR - SEE SHEET A0.2 FOR SIGNAGE DETAIL � ACCESSIBLE TOILET PATH OF EGRESS - � o 102 44" MINIMUM ®® ®® m _ - � Preliminar Issue: Y 10/13/2022 Landlord Review: 1 O/20/2022 Bid Issue: 10/20/2022 Permit Issue: 10/20/2022 Construction Issue: 10/20/2022 TITLE SHEET _ 11-08-2022 Nov 09 2022 PLAN REVIEW NOTES: APPROVED DEFERRED PLAN SUBMITTALS: FIRE ALARM SPRINKLER SYSTEM DFM BURT jwelch@advancesigngroup.com 480.774.1705 RDahlmann@ctsaz.com � � �� # I � � � .I� � P��il�� IUD ' � . Lncrmv �p�# far... � Gael s � d �t SIB � '' ''11 �t�l,� �t `-��+ �, _ ._ � .rt -- �- � � � r � _ STORAGE I I �° - ETAIL � ioo RECEIVED ® Oct 21 2022 � 101 � ®� CITY OF EDMONDS DEVELOPMENT SERVICES OI i0 � � DEPARTMENT �- - - - - - - - - - � 0®� ` ®® Comm. Number 81-2192 Date 10/20/2022 Drawn By RFV AURORA MARKETPLACE N 23632 HWY 99, STE A EDMONDS, WA 98026 W E N XFINITY 23632 HWY 99, STE A EDMONDS, WA 98026 W E PROVIDE EXIT ROUTE TACTILE SIGNAGE - MAX. TRAVEL DISTANCE: 100'-0" N N SIGNAGE TO BE MOUNTED ON LATCH SIDE OF DOOR -SEE SHT A0.2 FOR SIGNAGE DETAILS PROPOSED TRAVEL DISTANCE: 75'-8" �/ E W E 1 EXIT PLAN Checked By RFV S S A0.1 1 /8�� = 1�-o�� s s TRUE NORTH PROJECT NORTH A 0. 1 rn 0 0 T N N O N 0 N O T GENERAL NOTES 403 WALKING SURFACE 604 WATER CLOSETS THE INTENTION OF THIS SHEET IS TO SHOW THE REQUIREMENTS OF THE 2010 ADA DESIGN STANDARDS. BASED ON PROJECT LOCATION, STATE OR LOCAL 403.2 Floor or Ground Surface. Floor or ground surfaces shall comply with 302. 54"MIN � O B E R ACCESSIBILITY CODES MAY ALSO APPLY TO THE PROJECT. IF THERE IS A DISCREPANCY BETWEEN THE FEDERAL, STATE, OR LOCAL CODE THEN THE STRICTER OF 403.3 Slope. The running slope of walking surfaces shall not be steeper than 1:20. The cross slope of walking surfaces shall not be steeper than 1:48. VERIFYPSTATE CODE 36" MIN 12" 42" MIN � 403.4 Changes in Level. Changes in level shall comply with 303. ) 24" � 12" VAN 1 V THE CODES SHALL BE ENFORCED IN THAT SITUATION. 403.2 Floor or Ground Surface. Floor or ground surfaces shall comply with 302. 39" TO 41" 403.3 Slope. The running slope of walking surfaces shall not be steeper than 1:20. The cross slope of walking surfaces shall not be steeper than 1:48. � MIN MIN THE COMPLETE FEDERAL AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES CAN BE FOUND AT: http://www.access-board.gov/ada-aba/final.pdf 403.4 Changes in Level. Changes in level shall comply with 303. I A R C H I T E C T I � GENERAL NOTES: � I TOILET PAPER 1. IF THE REQUIREMENTS OF THIS SHEET CANNOT BE ACHIEVED FOR ANY REASON THEN THE G.C. SHOULD NOTIFY THE ARCHITECT IMMEDIATELY. r� `�� I Z a a 0 0 I � TRANSFER � � � 1 � � L //> j � SIDE O � L � J O � 55 EA T FI T STREET 302 FLOOR OR GROUND SURFACES AND 303 CHANGES IN LEVEL 403.5 CLEAR WIDTH OF AN ACCESSIBLE ROUTE �' � � � � 11T 5 1. I �°, z �' g �°, z I m 7��_g�� ^ �,, � 651.222.4642 F X. 51.222.3 34 I � m c� r r c� - 302.1 General. Floor and ground surfaces shall be stable, firm, and slip resistant. L - - - - - - - - - - - - C7 C7 � � 302.2 Carpet. Carpet or carpet the shall be securely attached and shall have a firm cushion, pad, or backing or no cushion or pad. Carpet or carpet the shall have a level loop, textured loop, level cut pile, or level cut/uncut pile texture. Pile 24" MAX 48" MAX 24" MAX height shall be''/2 "max. Exposed edges of carpet shall be fastened to floor surfaces and shall have trim on the entire length of the exposed edge. Carpet edge trim shall comply with 303. � 60" MIN 303.2 Vertical. Changes in level of/4 "high max shall be permitted to be vertical. 303.3 Beveled. Changes in level between''/4' high min and'/z "high max shall be beveled with a slope not steeper than 1:2. FIG 604.3.1 SIZE OF CLEARANCE FIG. 604.5.2 REAR WALL GRAB FIG 604.5.1 SIDE WALL GRAB z z � z z AT WATER CLOSET BAR AT WATER CLOSEST BAR AT WATER CLOSET CARPET PILE THICKNESS &ACCESSIBLE ROUTE � � � M M � M M 606 LAVATORIES AND MIRRORS 2 � 1 � - FIG. 403.5 CLEAR WIDTH OF AN ACCESSIBLE ROUTE 606.2 Clear Floor Space. A clear floor space complying with 305, positioned for a forward approach, and knee and toe clearance complying with 306 shall be provided. 606.3 Height. Lavatories and sinks shall be installed with the front of the higher of the rim or counter surface 34" max above the finish floor or ground. N � � 606.4 Faucets. Controls for faucets shall comply with 309. Hand -operated metering faucets shall remain open for 10 seconds min. 606.5 Exposed Pipes and Surfaces. Water supply and drain pipes under lavatories and sinks shall be insulated or otherwise configured to protect against contact. There shall be no sharp or abrasive surfaces under lavatories and sinks. 603.3 Mirrors. Mirrors located above lavatories or countertops shall be installed with the bottom edge of the reflecting surface 40" max above the finish floor or ground. Mirrors not located above lavatories or countertops shall be installed with the REST bottom edge of the reflecting surface 35" max above the finish floor or ground. � 404 DOORS � _ _ FIG. 302.3 CARPET PILE THICKNESS FIG. 303.2 CHANGES IN LEVEL FIG. 303.3 BEVELED CHANGE IN LEVEL � � � 404.2.2 Double -Leaf Doors and Gates. At least one of the active leaves of doorways with two leaves shall comply with 404.2.3 and 404.2.4. I I MIRROR 404.2.3 Clear Width. Door openings shall provide a clear width of 32" min. Clear openings of doorways with swinging doors shall be measured between the face of the door and the stop, with the door open 90 degrees. Openings more than 24" I I deep shall provide a clear opening of 36" min. There shall be no projections into the required clear opening width lower than 34" above the finish floor or ground. Projections into the clear opening width between 34" and 80" above the I I � 304 TURNING SPACE TURNING SPACE AND CLEAR FLOOR SPACE finish floor or ground shall not exceed4". I I U 8"MIN KNEE 404.2.4 Maneuvering Clearances. min maneuvering clearances at doors and gates shall comply with 404.2.4. Maneuvering clearances shall extend the full width of the doorway and the required latch side or hinge side clearance. I I z CLEARANCE 404.2.5 Thresholds. Thresholds, if provided at doorways, shall be''/2 "high max. Raised thresholds and changes in level at doorways shall comply with 302 and 303. I I � w 404.2.E Doors in Series and Gates in Series. The distance between two hinged or pivoted doors in series and gates in series shall be 48" min plus the width of doors or gates swinging into the space. I I � ¢ w 304.2 Floor or Ground Surfaces. Floor or ground surfaces of a turning _ 60" MIN 404.2.7 Door and Gate Hardware. Handles, pulls, latches, locks, and other operable parts on doors and gates shall comply with 309.4. Operable parts of such hardware shall be 34" min and 48" max above the finish floor or ground. Where � � m ? p w p z s ace shall com I with 302. Chan es in level are not ermitted. � � � � � sliding doors are in the fully open position, operating hardware shall be exposed and usable from both sides. O cn w w r - - � ~ z w w r . ¢ P pY 9 P � L-----J � w c� I I O� w v I I ------------ m EXCEPTION: Slopes not steeper than 1:48 shall be permitted. // � � � 404.2.8.1 Door Closers and Gate Closers. Door closers and gate closers shall be adjusted so that from an open position of 90 degrees, the time requlretl to move the door to a position of 12 degrees from the latch is 5 seconds min. x w z z � O z z z ¢ 304.3.1 Circular Space. The turning space shall be a space of 60" / �� I I 404.2.9 Door/ Gate Opening Force. Fire doors shall have a min opening force allowable by the appropriate administrative authority. The force for pushing or pulling open adoor/gate other than fire doors shall be as follows: / � ¢ � Y ¢ I I X v Y ¢ I � w I I Interior hin ed doors and ates: 5 ounds max. Slidin or foldin doors: 5 ounds max. i � � v z m I I ¢ m z o� I I o� v diameter min. The space shall be permitted to include knee and toe / \ z I I 48" MIN g g p g g p / � - w ¢ I I � O � ¢ I L � clearance complying with 306. � 1 z � I ARM ARM I � � r � � IJi � � I I � � ;� � I I 304.3.2 T-Shaped Space. The turning space shall be a T-shaped space I � � M I I z � � L - J � U c� � U within a 60" square min with arms and base 36" wide min. Each arm 1 � I I g � 30" MIN CLR 30" MIN. KNEE - ofthe Tshall be clear of obstructions 12" min. in each direction and � � I I o � z 4'-0" MIN 6" MAX TOE L- J � � LEAR DOOR WI DTH D ORS AN D GATES I N SERIES CLEARANCE CLEARANCE 17" MIN CLEARANCE the base shall be clear of obstructions 24" min. in each direction. The � � � r co O � space shall be permitted to include knee and toe clearance complying � / z I I ) o DEPTH with 306 only at the end of either the base or 1 arm. �� I I � " 32" MIN � � � � PLAN FRONT ELEVATION SIDE ELEVATION �� _ �� - I I N I BASE I � � � 48" MIN 48" MIN 48" MIN 60" ,MIN � � � � � 12" MIN 36" MIN 12" MIN. �o <2=s> <2=s> <2=s> 609 GRAB BARS FIG. 1 CIRCULAR TURNING SPACE FIG. 304.3.2 T-SHAPED TURNING SPACE FIG. 305.3 CLEAR FLOOR SPACE S Z S Z S Z FIG. 404.2.3(a) CLEAR 609.2.1 Circular Cross Section. Grab bars with circular cross sections shall have an outside diameter of 1'/4" min and 2" max. 305 CLEAR F L 00 R 0 R G RO U N D S PAC E WIDTH OF DOORWAYS FIG. 404.2.E DOORS IN SERIES AND GATES IN SERIES 609.3 Spacing. The space between the wall and the grab bar shall be 1'/2'. The space between the grab bar and projecting objects below and at the ends shall be 1'/2 "min. The space between the grab bar and projecting objects above shall be 12" min 609.4 Position of Grab Bars. Grab bars shall be installed in a horizontal position, 33" min and 36" max above the finish floor measured to the top of the gripping surface. 609.5 Surface Hazards. Grab bars and any wall or other surfaces adjacent to grab bars shall be free of sharp or abrasive elements and shall have rounded edges. 4 04.2.4 P U L L S I D E MANEUVERING CLEARANCES AT DOOR 609.E Fittings. Grab bars shall not rotate within their fittings. 305.2 Floor or Ground Surfaces. Floor or ground surfaces of a clear floor or ground space shall comply with 302. Changes in level are not permitted. 609.7 Installation. Grab bars shall be installed in any manner that provides a gripping surface at the specified locations and that does not obstruct the required clear floor space. EXCEPTION: Slopes not steeper than 1:48 shall be permitted. 609.8 Structural Strength. Allowable stresses shall not be exceeded for materials used when a vertical or horizontal force of 250 pounds is applied at any point on the grab bar, fastener, mounting device, or supporting structure. 305.3 Size. The clear floor or ground space shall be 30" min by 48" min. 305.4 Knee and Toe Clearance. Unless otherwise specified, clear floor or ground space shall be permitted to include knee and toe clearance complying with 306. 305.5 Position. Unless otherwise specified, clear floor or ground space shall be positioned for either forward or parallel approach to an element. FRONT APPROACH HINGE APPROACH #1 HINGE APPROACH #2 LATCH APPROACH LATCH APPROACH 306 KNEE AND TOE CLEARANCE � �; ;� � � � ;---------------- ; r____________� �------------ � 703 SIGNS I � i I I r I I � I I I 8"MIN I v I I J� I I �� I I I I I 306.2 Toe Clearance. I = � I = � I I /� I 703.1 General. Signs shall comply with 703. Where both visual and tactile characters are required, either one sign with both visual and tactile characters, or two separate signs, one with visual, and one with tactile characters, shall be provided. 306.2.1 General. Space under an element between the finish floor or ground and 9" above the finish floor or ground shall be considered toe clearance and shall comply with 306.2. I � I � I � I � I � /�1 I / L, I � 703.2 Raised Characters. Raised characters shall comply with 703.2 and shall be duplicated in braille complying with 703.3. Raised characters shall be installed in accordance with 703.4. 306.2.2 Max Depth. Toe clearance shall extend 25" max under an element. I ;n L, / I ;n � � / I / L, I o � I I � 703.2.1 Depth. Raised characters shall be 1/32" min above their background. w 306.2.3 min Required Depth. Where toe clearance is required at an element as part of a clear floor space, the toe clearance shall extend 17" min under the element. � � I V I V I � � I � � �� r � I � 703.2.2 Case. Characters shall be uppercase. 306.2.4 Additional Clearance. Space extending greater than 6" beyond the available knee clearance at 9" above the finish floor or ground shall not be considered toe clearance. z_ 11 I I I �� J I � I 703.2.3 Style. Characters shall be sans serif. Characters shall not be italic, oblique, script, highly decorative, or of other unusual forms. U 306.2.5 Width. Toe clearance shall be 30" wide min. � I 1 I I � �1 I � 703.2.4 Character Proportions. Characters shall be selected from fonts where the width of the uppercase letter "0" is 55 percent min and 110 percent max of the height of the uppercase letter "I". � Q 306.3 Knee Clearance. � ;� I � 1' - 6" 3' - 0" 3' - 6" 2' - 0" 2' - 0" 703.2.5 Character Height. Character height measured vertically from the baseline of the character shall be 5/8" min and 2" max based on the height of the uppercase letter "I". 306.3.1 General. Space under an element between 9" and 27" above the finish floor or ground shall be considered knee clearance and shall comply with 306.3. � `" � z - - - - - - - - - - � - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - J - - - - - - - - - - - - - - - - - - - - - - J EXCEPTION: Where separate raised and visual characters with the same information are provided, raised character height shall be permitted to be 1l2" min. W J Q N 306.3.2 Max Depth. Knee clearance shall extend 25" max under an element at 9" above the finish floor orground. - J � - �� 703.2.E Stroke Thickness. Stroke thickness of the uppercase letter "I" shall be 15 percent max of the height of the character. � Q 306.3.3 min Required Depth. Where knee clearance is required under an element as part of a clear floor space, the knee clearance shall be 11" deep min at 9" above the finish floor *** *** 703.2.7 Character Spacing. Character spacing shall be measured between the two closest points of adjacent raised characters within a message, excluding word spaces. Where characters have rectangular cross sections, spacing between � w 6" MAX NO CLOSER WITH CLOSER or round and 8" dee min at 27" above the finish floor or round. 11 " individual raised characters shall be 1/8" min and 4 times the raised character stroke width max. Where characters have other cross sections s acin between individual raised characters shall be 1/16 inch min and 4 times the raised character 9 p 9p 9 �,�„� 306.3.4 Clearance Reduction. Between 9" and 27" above the finish floor or round the knee clearance shall be ermitted to reduce at a rate of 1" in de th for each 6" in hei ht. ' g p p g stroke width max at the base of the cross sections, and 1/8 min and 4 times the raised character stroke width max at the top of the cross sections. Characters shall be separated from raised borders and decorative elements 3/8 min. 306.3.5 Width. Knee clearance shall be 30" wide min. FIG. 306.2(a) TOE MIN 703.2.8 Line Spacing. Spacing between the baselines of separate lines of raised characters within a message shall be 135 percent min and 170 percent max of the raised character height. � � Q FIG. 306.3(a) KNEE CLEARANCE 703.3 Braille. Braille shall be contracted (Grade 2) and shall comply with 703.3 and 703.4. CLEARANCE 703.3.1 Dimensions and Capitalization. Braille dots shall have a domed or rounded shape and shall comply with Table 703.3.1. The indication of an uppercase letter or letters shall only be used before the first word of sentences, proper nouns and ^ 4 04.2.4 PUSH SIDE MANEUVERING C L EA RA N C E S AT D 0 0 R names, individual letters of the alphabet, initials, and acronyms. L.L a 703.3.2 Position. Braille shall be positioned below the corresponding text. If text is multi -lined, braille shall be placed below the entire text. Braille shall be separated 3/8" min from any other tactile characters and 3/8" min from raised borders and Q C � � ^ 307 PROTRUDING OBJECTS decorative elements. c �JJ 703.4 Installation Height and Location. Signs with tactile characters shall comply with 703.4. W � � Q FRONT APPROACH HINGE APPROACH LATCH APPROACH FRONT APPROACH HINGE APPROACH LATCH APPROACH 703.4.1 Height Above Finish Floor or Ground. Tactile characters on signs shall be located 48" min above the finish floor or ground surface, measured from the baseline of the lowest tactile character and 60" max above the finish floor or ground ANY AMOUNT � - - -- - - - � � - - - - - - - - - � � - - - - - - - - - - - � r - - - - - - - - - - - -1 surface, measured from the baseline of the highest tactile character. Q � 2 Z 4" MAX r � r-� I I I I I I I I I I I I 703.4.2 Location. Where a tactile si n is rovided at a door the si n shall be located alon side the door at the latch side. Where a tactile si n is rovided at double doors with one active leaf the si n shall be located on the inactive leaf. Where a 307.2 Protrusion Limits. Ob'ects with leadin J L J L 9 P 9 9 9 P � 9 edges more than 27" and not more than 80'g I �� I I / L I I J � I I �� I I � I I � I tactile sign is provided at double doors with two active leafs, the sign shall be located to the right of the right hand door. Where there is no wall space at the latch side of a single door or at the right side of double doors, signs shall be located on the � O N above the finish floor or ground shall protrude I Zvi I I / , I � I � � I � I Zvi I I / L I I J � I nearest adjacent wall. Signs containing tactile characters shall be located so that a clear floor space of 18" min by 18" min, centered on the tactile characters, is provided beyond the arc of any door swing between the closed position and 45 degree Q � (� I I= I � I I I I � I I 1= I / � 1= I r � I= 4" max horizontally into the circulation path. o I o 0 0 open position. � � (� Q I I� � � I �,, I L / I �., I I� I < I I� I I � I 307.4 Vertical Clearance. Vertical clearance � I � r I I � / I � � � � � / � EXCEPTION: Signs with tactile characters shall be permitted on the push side of doors with closers and without hold -open devices. I I � V I I I � r I I ,/ I 703.5 Visual Characters. Visual characters shall com I with 703.5. W Q N W shall be 80" high min. Guardrails or other I I I I I I p Y barriers shall be provided where the vertical I I I I I I I I I J I I V I EXCEPTION: Where visual characters comply with 703.2 and are accompanied by braille complying with 703.3, they shall not be required to comply with 703.5.2 through 703.5.9. clearance is less than 80" high. The leading I I - - - - - - - - - - J � - - - - - - - - - - - I I I I I I 703.5.1 Finish and Contrast. Characters and their background shall have anon -glare finish. Characters shall contrast with their background with either light characters on a dark background or dark characters on a light background. edge of such guardrail or barrier shall be - - - - - - - L - - - - J L - - - - - - - - - - 703.5.2 Case. Characters shall be uppercase or lowercase or a combination of both. located 27" max above the finish floor or 1' - 10" 2' - 0" - - - - - - - - - - - - - - 703.5.3 Style. Characters shall be conventional in form. Characters shall not be italic, oblique, script, highly decorative, or of other unusual forms. � ground. 1' - 0" 1' - 10" 2' - 0" 703.5.4 Character Proportions. Characters shall be selected from fonts where the width of the uppercase letter "0" is 55 percent min and 110 percent max of the height of the uppercase letter "I". (� 307.5 Required Clear Width. Protruding z_ 703.5.5 Character Height. min character height shall comply with Table 703.5.5. Viewing distance shall be measured as the horizontal distance between the character and an obstruction preventing further approach towards the sign. Character 0 objects shall not reduce the clear width � height shall be based on the uppercase letter "I". required for accessible routes. � 703.5.E Height From Finish Floor or Ground. Visual characters shall be 40" min above the finish floor or ground. 703.5.7 Stroke Thickness. Stroke thickness of the uppercase letter "I" shall be 10 percent min and 30 percent max of the height of the character. 703.5.8 Character Spacing. Character spacing shall be measured between the two closest points of adjacent characters, excluding word spaces. Spacing between individual characters shall be 10 percent min and 35 percent max of character w ��" O O � ***WITH *** WITH *** WITH *** WITH *** WITH *** WITH height. = z - � _ 703.5.9 Line Spacing. Spacing between the baselines of separate lines of characters within a message shall be 135 percent min and 170 percent max of the character height. O ¢ � w � CLOSER OR LATCH CLOSER OR LATCH CLOSER OR LATCH CLOSER AND LATCH CLOSER AND LATCH CLOSER AND LATCH _ � N m cal 703.E Pictograms. Pictograms shall comply with 703.6. 703.6.1 Pictogram Field. Pictograms shall have a field height of 6" min. Characters and braille shall not be located in the pictogram field. � 703.6.2 Finish and Contrast. Pictograms and their field shall have anon -glare finish. Pictograms shall contrast with their field with either a light pictogram on a dark field or a dark pictogram on a light field. O 703.6.3 Text Descriptors. Pictograms shall have text descriptors located directly below the pictogram field. '+-� FIG 3. PERPENDICULAR TO A WALL Text descriptors shall comply with 703.2, 703.3 and 703.4. _ FIG 2. PARALLEL TO A WALL 703.7 Symbols of Accessibility. Symbols of accessibility shall comply with 703.7. �i 602 DRINKING F 0 U N TA I N S 703.7.1 Finish and Contrast. Symbols of accessibility and their background shall have anon -glare finish. Symbols of accessibility 6„ � 30 8 REACH RANGES shall contrast with their background with either a light symbol on a dark background or a dark symbol on a light background. � � 602.2 Clear Floor S ace. Units shall have a clear floor or rounds ace com I in with 305 ositioned for a forward a roach and centered on the unit. Knee and toe clearance com I in with 306 shall be rovided. B.O. TACTILE - z p g p p Y g p pp p Y g p 1 1 /2" CHARACTER �� .�� 20" 20" - 25" 602.3 Operable Parts. Operable parts shall comply with 309. � B.O. HIGHEST TACTILE CHARACTER aEs.QooM 308.2.1 Unobstructed. Where a forward reach is unobstructed, the high forward 602.4 Spout Height. Spout outlets shall be 36" max above the finish floor or ground. B.O. TACTILE M 60" MAX AFF 48"MIN - 60" MAX AFF MAX MAX CHARACTER - reach shall be 48" max and the low forward reach shall be 15" min above the 602.5 Spout Location. The spout shall be located 15" min from the vertical support and 5" max from the front edge of the unit, including bumpers. EXIT EXIT � 48"MIN - 60" MAX AFF :,:;: ;.� finish floor or round. ROUTE g 602.E Water Flow. The spout shall provide a flow of water 4" high min and shall be located 5" max from the front of the unit. The angle of the water stream shall be measured horizontally relative to the front face of the unit. Where spouts are � :}::::� 6" 308.2.2 Obstructed High Reach. Where a high forward reach is over an located less than 3" of the front of the unit, the angle of the water stream shall be 30 degrees max. Where spouts are located between 3" and 5" max from the front of the unit, the angle of the water stream shall be 15 degrees max. 5„ obstruction, the clear floor space shall extend beneath the element fora 602.7 Drinking Fountains for Standing Persons. Spout outlets of drinking fountains for standing persons shall be 38" min and 43" max above the finish floor or ground. B.O. LOWEST TACTILE CHARACTER � 5' 48" MAX AFF distance not less than the required reach depth over the obstruction. The _ z 19" 1' - 5" EXIT SIGN B.O. TACTILE ((�� high forward reach shall be 48" max where the reach depth is 20" max. CHARACTER W Where the reach depth exceeds 20", the high forward reach shall be 44" x x x � MIN EXIT ROUTE SIGN �E� z ¢ ¢ 48"MIN - 60" MAX AFF max and the reach depth shall be 25" max. � � ¢ 308.3.1 Unobstructed. Where a clear floor or ground space allows aparallel - _ � approach to an element and the side reach is unobstructed, the high side � � � � O J O J APRON w / 6" reach shall be 48" max and the low side reach shall be 15" min above the _ z O � � � � � O � m w � � / Preliminar Issue: � - � - � � � ¢ c> o � Y 10/13/2022 finish floor or ground. r g � c� O c� O � w ¢ w z I / 308.3.2 Obstructed High Reach. Where a clear floor or ground space allows a Q O � 11 � � � � � ¢ O v � w o � I I // B.O. TACTILE � � � z Landlord Review: 10/20/2022 parallel approach to an element and the high side reach is over an � � � 1 0o O °° O � � � z oC � z � � / CHARACTER � O° / ME� Bid Issue: obstruction, the height of the obstruction shall be 34" max and the depth of FIG. 308.2.1 UNOBSTRUCTED FIG. 308.2.2 OBSTRUCTED HIGH FORWARD REACH ��., O ' �- �'' m �'' m ^ � O g O woo I I 10/20/2022 m � _ z u� u� _ z m O / 48"MIN - 60" MAX AFF the obstruction shall be 24" max. The high side reach shall be 48" max fora FORWARD REACH m `� � - � - `� cn o J v I / reach depth of 10 max. Where the reach depth exceeds 10 ,the high side v7 � � M � L--------- J / Permit Issue: 10/20/2022 reach shall be 46" max for a reach depth of 24" max. 8" 6" 48" MIN. CLEAR � // � Construction Issue: 10/20/2022 MIN FLOOR SPACE // EXIT _ � TOILET ROOM SIGNAGE FIG 5. DRINKING FIG 6. DRINKING FIG 7. DRINKING �/ w o 6" 2010 ADA X X FOUNTAIN SIDE FOUNTAIN FRONT FOUNTAIN PLAN / U Z � � x � // g� ww B.O. TACTILE � ACCESSIBILITY ¢ - v � v / 0 � U m Q CHARACTER Z M � � W p ¢ 48" MIN - 60" MAX AFF DETAILS r � 604 WATER CLOSETS `� 10" 10" 10" - 24" ``� LL ~ z J w � Q 18" MIN INTERNATIONAL ACCESSIBILITY 604.2 Location. The water closet shall be ositioned with a wall or artition to the rear and to one side. The centerline of the water closet shall be 16" min to 18" max from the side wall. Water closets shall be arran ed for aleft-hand or ri ht- � > cn 11 � SIGNAGE 81-2192 MAX MAX MAX p p g g � O w w� Comm. Number hand approach. � 00 � o w � FIG. 308.3.1 UNOBSTRUCTED FIG. 308.3.2 OBSTRUCTED HIGH SIDE REACH ¢ SIDE REACH 604.3.1 Size. Clearance around a water closet shall be 60" min measured perpendicular from the side wall and 56" min measured perpendicular from the rear wall. �� Q � Q 604.3.2 Overlap. The required clearance around the water closet shall be permitted to overlap the water closet, associated grab bars, dispensers, sanitary napkin disposal units, coat hooks, shelves, accessible routes, clear floor space and � � w ¢ = Date 10/20/2022 p clearances required at other fixtures, and the turning space. No other fixtures or obstructions shall be located within the required water closet clearance. � _ O � 604.4 Seats. The seat height of a water closet above the finish floor shall be 17" min and 19" max measured to the top of the seat. Seats shall not be sprung to return to a lifted position. `� � z � I I z Drawn By RFV o CLEAR FLOOR SPACE 309 0 P E RAB L E PARTS 604.5.1 Side Wall. The side wall grab bar shall be 42" long min, located 12" max from the rear wall and extending 54" min from the rear wall. � � - r � w CENTERED ON SIGN I I � RECEIVED T 604.5.2 Rear Wall. The rear wall grab bar shall be 36" long min and extend from the centerline of the water closet 12" min on one side and 24" min on the other side. � Q I � Checked B 604.E Flush Controls. Flush controls shall be hand operated or automatic. Hand operated flush controls shall comply with 309. Flush controls shall be located on the open side of the water closet � m I I OCt 21 2022 y RFV N 604.7 Dispensers. Toilet paper dispensers shall comply with 309.4 and shall be 7" min and 9" max in front of the water closet measured to the centerline of the dispenser. The outlet of the dispenser shall be 15" min and 48" max above the finish � I I � � CITY OF EDMONDS N floor and shall not be located behind grab bars. Dispensers shall not be of a type that controls delivery or that does not allow continuous paper flow. � - - - - - - � DEVELOPMENT SERVICES 309.2 Clear Floor Space. A clear floor or ground space complying with 305 shall be provided. p DEPARTMENT 309.3 Height. Operable parts shall be placed within one or more of the reach ranges specified in 308. N 309.4 Operation. Operable parts shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. The force required to activate operable parts shall be 5 pounds max. ■ � T SPECIFICATIONS GENERAL REQUIREMENTS SUMMARY OF WORK: THE WORK UNDER THIS CONTRACT INCLUDES THE FURNISHING OF ALL LABOR, MATERIALS AND EQUIPMENT, FEES AND SERVICES TO PERFORM ALL WORK FOR THE CONSTRUCTION "COMCAST/XFINITY". THIS WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THESE DRAWINGS AND SPECIFICATIONS PREPARED BY "ARCHITECT". CONTRACTOR WILL PROVIDE ROUGH -IN, FINAL HOOK-UPS, HARDWIRING, LABOR AND MATERIALS AS REQUIRED FOR PROPER OPERATION IN ACCORDANCE WITH ALL LOCAL, STATE AND NATIONAL CODES. CONTRACTOR USE OF PREMISES A. PROTECT WORK, ADJACENT TO PROPERTY, PUBLIC UTILITIES AND THE PUBLIC. B. ASSUME RESPONSIBILITY FOR ANY DAMAGE OR INJURY DUE TO CONTRACTOR NEGLECT. C. MAINTAIN INSURANCE AGAINST CLAIMS UNDER WORKMEN'S COMPENSATION ACTS. D. MAINTAIN INSURANCE AGAINST CLAIMS FOR PERSONAL INJURY OR DEATH RELATED TO THIS CONTRACT. E. MAINTAIN BUILDER'S RISK INSURANCE ON WORK, FROM DAY CONSTRUCTION BEGINS TO PROJECT COMPLETION. F. KEEP PREMISES FREE FROM EXCESS WASTE MATERIAL AND DEBRIS. UPON COMPLETION OF PROJECT REMOVE ALL RUBBISH, TOOLS, EQUIPMENT AND SURPLUS MATERIALS. LEAVE BUILDING COMPLETELY CLEAN, INCLUDING FLOORS, WINDOWS, DOORS, FRAMES, CEILINGS AND ALL SURFACES. PRODUCTS AND SUBSTITUTIONS: SUBSTITUTIONS: CONTRACTOR'S REQUESTS FOR CHANGES IN PRODUCTS, MATERIALS AND METHODS OF CONSTRUCTION REQUIRED BY CONTRACT DOCUMENTS ARE CONSIDERED REQUESTS FOR "SUBSTITUTIONS" AND ARE SUBJECT TO REQUIREMENTS HEREOF. SUBMITTALS: SUBMIT 3 COPIES, FULLY IDENTIFIED FOR PRODUCT OR METHOD BEING REPLACED BY SUBSTITUTION, INCLUDING RELATED SPECIFICATION SECTION AND DRAWING NUMBERS) AND FULLY DOCUMENTED TO SHOW COMPLIANCE WITH REQUIREMENTS FOR SUBSTITUTIONS. PRODUCT DELIVERY -STORAGE -HANDLING: DELIVER, HANDLE AND STORE PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND BY METHODS AND MEANS WHICH WILL PREVENT DAMAGE, DETERIORATION AND LOSS INCLUDING THEFT. WARRANTIES (GUARANTEES CATEGORIES OF SPECIFIC WARRANTIES: WARRANTIES ON THE WORK ARE IN SEVERAL CATEGORIES, INCLUDING (BUT NOT LIMITED TO) THE FOLLOWING SPECIFIC CATEGORIES RELATED TO INDIVIDUAL UNITS OF WORK SPECIFIED THROUGH OUT THESE SPECIFICATIONS. SPECIAL PRODUCT WARRANTY (GUARANTEES A WARRANTY SPECIFICALLY WRITTEN AND SIGNED BY CONTRACTOR FOR A DEFINED PORTION OF THE WORK; AND WHERE REQUIRED, COUNTERSIGNED BY SUBCONTRACTOR. PROJECT CLOSEOUT -RECORD DOCUMENTS: A. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL SUBMIT TO THE OWNER THREE (3) COPIES OF EACH OF THE FOLLOWING: 1. SERVICE MANUALS COVERING THE MAINTENANCE AND OPERATION OF ALL EQUIPMENT. 2. GUARANTEE AND BONDS AS REQUIRED BY THE VARIOUS SECTION OF THE SPECIFICATIONS. B. THE SUBMITTAL DATA SHALL BE NEATLY BOUND IN ONE OR MORE VOLUMES PER SET, UTILIZING HARD BACK THREE RING BINDERS. C. ORGANIZATION OF THESE MANUALS SHALL BE NEAT AND ORDERLY FOR EASY REFERENCE. FINAL INSPECTION A. WHEN THE WORK IS COMPLETE AND READY FOR FINAL INSPECTION THE CONTRACTOR SHALL SO NOTIFY THE OWNER WHO SHALL MAKE THE FINAL INSPECTION AND FURTHER NOTE ANY ITEMS TO BE FURNISHED, COMPLETED AND/OR CORRECTED. B. THE ARCHITECT SHALL BE NOTIFIED OF ALL ITEMS NOTED BY OWNER IMMEDIATELY AFTER INSPECTION. PRODUCT RECORD DOCUMENTS -QUALITY ASSURANCE ACCURACY OF RECORDS: THOROUGHLY COORDINATE CHANGES OF ORIGINAL CONTRACT DOCUMENTS WITHIN RECORD DOCUMENTS, MAKING ADEQUATE AND PROPER ENTRIES ON EACH PAGE OF DOCUMENTS WHERE SUCH ENTRY IS REQUIRED TO PROPERLY SHOW CHANGE. ACCURACY OF RECORDS SHALL BE SUCH THAT FUTURE SEARCH OF ITEMS IN CONTRACT DOCUMENTS MAY REASONABLY RELY ON INFORMATION OBTAINED FROM RECORD DOCUMENTS. PRODUCTS: MAINTAIN AT JOB SITE ONE RECORD COPY OF ALL DOCUMENTS COMPRISING CONTRACT DOCUMENTS. SUBMITTAL: UPON SUBSTANTIAL COMPLETION, SUBMIT TO "COMCAST/XFINITY" CONSTRUCTION DEPARTMENT QUALITY CONTROL: A. STANDARDS: COMPLY WITH INDUSTRY STANDARDS EXCEPT WHEN MORE RESTRICTIVE TOLERANCES OR SPECIFIED REQUIREMENTS INDICATE MORE RIGID STANDARDS OR MORE PRECISE WORKMANSHIP. B. PERFORM ALL WORK TO MEET OR EXCEED THE REQUIREMENTS OF ALL APPLICABLE CODES, ORDINANCES, LAWS, REGULATIONS, SAFETY ORDERS, AND DIRECTIVES FROM AUTHORITIES HAVING JURISDICTION OVER THE WORK. C. PERFORM WORK WITH PERSONS QUALIFIED TO PRODUCE WORKMANSHIP OF SPECIFIED QUALITY. D. INSTALL PRODUCTS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONFLICT EXISTS BETWEEN MANUFACTURER'S RECOMMENDATIONS AND THE SPECIFIED REQUIREMENTS. NOTIFY THE ARCHITECT IMMEDIATELY. E. EXAMINATION PRIOR TO INSTALLATION: 1. PRIOR TO STARTING WORK, CAREFULLY INSPECT INSTALLED WORK OF OTHER TRADES AND VERIFY THAT SUCH WORK IS COMPLETE TO THE POINT WHERE WORK OF THIS SECTION MAY PROPERLY COMMENCE. NOTIFY THE ARCHITECT IN WRITING OF CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY COMPLETION OF THE WORK. 2. DO NOT BEGIN INSTALLATION UNTIL ALL UNSATISFACTORY CONDITIONS ARE RESOLVED. BEGINNING WORK CONSTITUTES ACCEPTANCE OF SITE CONDITIONS AND RESPONSIBILITY FOR DEFECTIVE INSTALLATION CAUSED BY PRIOR OBSERVABLE CONDITIONS. F. TESTING AND LABORATORY SERVICES. THE OWNER WILL ARRANGE FOR THE SERVICES OF AN INDEPENDENT TESTING LABORATORY TO INSPECT AND TEST THE WORK TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS. REPORTS OF ALL INSPECTIONS AND TESTS SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW. CONTRACTOR'S RESPONSIBILITIES: a. COOPERATE WITH TESTING LABORATORY PERSONNEL, AND FURNISH ACCESS, TOOLS, SAMPLES, CERTIFICATIONS, TEST REPORTS, DESIGN MIXES, EQUIPMENT, STORAGE, AND ASSISTANCE AS REQUESTED BY THE TESTING LABORATORY. b. FOR OPERATIONS REQUIRING INSPECTION AND TESTING. WHEN TESTS OR INSPECTIONS CANNOT BE PERFORMED, THROUGH THE FAULT OF THE CONTRACTOR, REIMBURSE THE OWNER FOR THE ADDITIONAL COSTS INCURRED. c. REMOVE AND REPLACE ALL WORK FOUND NOT COMPLYING WITH THE CONTRACT DOCUMENTS. REMEDIES SHALL BE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND CODE REQUIREMENTS. d. IF INITIAL TESTS AND INSPECTIONS INDICATE DEFICIENT WORK, THE CONTRACTOR SHALL REIMBURSE THE OWNER FOR THE COSTS OF ALL SUBSEQUENT TESTS AND INSPECTIONS RELATED TO THE DEFICIENCY. e. ALL DAMAGE WHICH MAY OCCUR TO THE WORK AS A RESULT OF NORMAL TESTING OPERATIONS SHALL BE REPAIRED TO MATCH SURROUNDING SURFACES. f. SCHEDULE TESTING AND INSPECTION SO THAT THE WORK OF TESTING AND INSPECTION PERSONNEL WILL BE AS CONTINUOUS AND BRIEF AS POSSIBLE. TESTS AND INSPECTIONS SHALL BE IN ACCORDANCE WITH CODE REQUIREMENTS. SITE WORK DEMOLITION -GENERAL: CONTRACTOR SHALL SURVEY THE EXISTING CONDITIONS OF THE SITE AND DEMOLISH, REMOVE AND LEGALLY DISPOSE OF MATERIALS SPECIFICALLY INDICATED TO BE REMOVED. ALL PRODUCTS INCLUDED IN THIS PROJECT SHALL BE NEW AND UNUSED. EXISTING TENANT ELECTRICAL SERVICE INCLUDING: FEEDERS, PANELS, BREAKERS, AND TRANSFORMERS TO EXTENT INDICATED ON CONTRACT DOCUMENTS. THE EXISTING MECHANICAL HVAC SYSTEM SHALL REMAIN TO THE MAXIMUM EXTENT POSSIBLE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. I_1:iy:Il:xijll1:L11 METALS: LIGHTGAGE FRAMING: METAL STUDS SHALL BE USED IN WALLS AS SHOWN ON DRAWINGS (WALL FRAMING PLAN). STRUCTURAL PROPERTIES SHALL CONFORM TO AISI SPECIFICATIONS FOR THE DESIGN OF LIGHTGAGE COLD FORMED STRUCTURAL MEMBERS. WOOD &PLASTICS: ROUGH CARPENTRY: PRODUCT DELIVERY, STORAGE AND HANDLING. A. STORE LUMBER OFF GROUND OR FLOOR, COVER WITH WATERPROOF COVERING AND PROVIDE ADEQUATE VENTILATION. B. DO NOT STORE SEASONED OR TREATED LUMBER IN DAMP LOCATION. FINISH CARPENTRY AND MILLWORK: QUALITY ASSURANCE: LUMBER GRADING RULES AND WOOD SPACES: IN ACCORDANCE WITH PS 20. COMPLY WITH APPLICABLE "ARCHITECTURAL WOODWORK STANDARDS" BY AWI. PRODUCTS; DISPLAY UNITS -FIXTURES SUPPLIED AND INSTALLED BY; (SEE CONTRACT SCHEDULE). THERMAL AND MOISTURE PROTECTION: BUILDING INSULATION; SOUND BATT INSULATION MATERIALS: PROVIDE OWENS/CORNING 3 1/2" BATT ACOUSTICAL INSULATION AS SHOWN ON DRAWINGS. (WHEN SPECIFIED) EXECUTION: APPLICATION: INSTALL BATT INSULATION IN ACCORDANCE WITH MFG RECOMMENDATIONS JOINT SEALANTS: PRODUCT DELIVERY, STORAGE AND HANDLING: DELIVER MATERIALS TO SITE IN MFG ORIGINAL, UNOPENED CONTAINERS WITH LABEL INTACT AND LEGIBLE. PRODUCTS -MATERIALS A. SEALANT 1. BETWEEN STEEL AND CONCRETE OR BETWEEN ALUMINUM AND CONCRETE: 2. FOR INTERIOR JOINTS BETWEEN MASONRY AND OTHER MATERIALS: ACRYLIC LATEX CAULK, COLOR AS SELECTED BY ARCHITECT. APPLICATION: FOLLOW MFG INSTRUCTION REGARDING SURFACE PREPARATION, PRIMING APPLICATION LIFE AND APPLICATION PROCEDURE. CONSULT SEALANT MFG FOR RECOMMENDATION FOR APPLICATION OF SEALANT WHEN AIR TEMP IS BELOW 40 DEGREES F. DOORS AND WINDOWS: REFER TO DRAWINGS FOR LABELED DOORS AND/OR FRAMES REQUIRED. MATERIALS: A. HOLLOW METAL FRAMES: 1. FABRICATE FROM 16 GA COLD -ROLLED STEEL WITH WELDED CORNERS, GROUND SMOOTH. 2. DEPTH: AS REQUIRED FOR EACH INDIVIDUAL INSTALLATION. 3. FURNISH WITH 3 ANCHORS PER JAMB AND REMOVABLE SPREADER AT BOTTOM. 4. FINISH: FACTORY BAKED -ON PRIMER. WOOD DOORS: FURNISH DOORS WITH UL LABELS ATTACHED, SHOWING RATING, MFG AND LABELED HARDWARE REQUIREMENTS. HARDWARE: INCLUDE EACH ITEM TO BE FURNISHED; SHOW MFG'S CATALOG NUMBERS, FINISH, ACCESSORY ITEMS, KEYING AND LOCATION BY DOOR NUMBER IN ACCORDANCE WITH SCHEDULE INDICATED ON DRAWINGS. KEYING: ALL LOCKSETS AND CYLINDER LOCKS SHALL BE KEYED AND MASTER KEYED. STANDARD QUALITY: REFER TO HARDWARE SCHEDULE ON DRAWINGS. EXECUTION -INSTALLATION: INSTALL IN ACCORDANCE WITH MFG'S DIRECTIONS, USING TEMPLATES FURNISHED BY MANUFACTURER WHERE APPLICABLE. GLAZING: FURNISH GLAZING MATERIALS IN ACCORDANCE WITH CPSC STANDARD N0. 16 CFR PART 1201, "ARCHITECTURAL SAFETY GLAZING STANDARD". MIRRORS: FS DD-G-451 MIRROR QUALITY FLOAT GLASS WITH TWO COATS SILVER AND ELECTROPLATED COPPER BACKING, GROUND AND POLISHED EDGES. A. MIRRORS: MOUNT ON WALL WITH EDGE CLIP AND GLAZING TAPE. B. INSTALL GLASS IN ACCORDANCE WITH FLAT GLASS JOBBER'S GLAZING MANUAL. USE WORKMEN SPECIALIZED IN INSTALLATION OF GLASS AND SEALANTS. FINISHES: GYPSUM DRYWALL: PRODUCT DELIVERY, STORAGE AND HANDLING: STORE MATERIALS IN PROTECTED, DRY AREA UNTIL USED. PRODUCTS -MATERIALS A. GYPSUM BOARD: ASTM A36, TYPE X 5/8 FIRECODE, GOLD BOND, U.S.G. OR AN APPROVED EQUAL WHERE SHOWN ON DRAWINGS. B. TRIM: PROVIDE MFG'S STANDARD METAL TRIM ACCESSORIES OF BEADED TYPE WITH FACE FLANGES FOR CONCEALMENT IN JOINT COMPOUND EXCEPT WHERE SEMI -FINISHING OR EXPOSED TYPE IS INDICATED. C. JOINT TAPE: ASTM C 475 PERFORATED. D. JOINT COMPOUND: ASTM C 475 OF THE TYPE INDICATED. TILE PRODUCT DELIVERY, STORAGE AND HANDLING: DELIVER MATERIALS IN MFG'S ORIGINAL UNOPENED CONTAINERS,WITH IDENTIFYING LABELS INTACT AND LEGIBLE. JOB CONDITIONS: MAINTAIN MIN. 50 DEGREES F. TEMP. IN AREAS RECEIVING AND FOR MIN. 7 DAYS AFTER INSTALLATION. PRODUCTS -MATERIALS: SEE FINISH LEGEND FOR STYLE AND COLOR ACOUSTICAL CEILINGS: JOB CONDITIONS: DO NOT INSTALL CEILINGS UNTIL BUILDING IS SUBSTANTIALLY WATER WEATHER TIGHT AND UNTIL OVERHEAD MECHANICAL AND ELECTRICAL WORK HAS BEEN INSPECTED AND APPROVED. PRODUCTS -MATERIALS: REFER TO REFLECTED CEILING PLAN FOR GRID AND TILE TYPES. EXECUTION -INSTALLATION A. VERIFY LIGHTING FIXTURE AND AIR DISTRIBUTION LAYOUT TO ASSURE POSITIONING WITHIN FINISHED CEILING. B. FOLLOW APPLICABLE REQUIREMENTS OF REQUIREMENTS OF ASTM C636 AND RECOMMENDATIONS OF CEILING AND INTERIOR SYSTEM CONTRACTORS ASSOC. C. SPACE 12 GA. HANGER WIRES NOT OVER 4'-0" O.C.; PROPERLY LEVEL AND ALIGN MAIN AND CROSS MEMBERS, ATTACH WALL ANGLE MAX. 24" O.C. D. CHECK FOR FINAL LEVELING AND CENTERING OF PANELS. E. REPLACE DAMAGED OR SOILED PANELS. FLOOR COVERINGS: JOB CONDITIONS: MAINTAIN TEMPERATURE IN SPACES TO RECEIVE TILE BETWEEN 70 DEGREES AND 90 DEGREES F. FOR 48 HOURS PRIOR T0, DURING AND FOR 48 HOURS AFTER INSTALLATION. PRODUCTS -MATERIALS: A. SEE SCHEDULES AS PROVIDED IN DRAWINGS. PAINTING: JOB CONDITIONS: A. CAREFULLY AND ADEQUATELY PROTECT, AS REQUIRED, SURFACES NOT REQUIRING PAINTING IN AREAS WHERE PAINTING IS BEING CARRIED ON. B. APPLY PAINT UNDER DRY AND DUST -FREE CONDITIONS. C. DO NOT APPLY PAINT WHEN TEMPERATURE IS LESS THAN 50 DEGREES F. OR MORE THAN 90 DEGREES F. OR WHEN EXCESSIVELY HUMID. D. ALL PAINTED SURFACES ARE TO RECEIVE A MINIMUM OF (1) PRIMER COAT AND (2) FINISH COATS. E. ALL PAINT IS TO BE APPLIED WITH BRUSH &ROLLER. NO SPRAYING. PRODUCTS -MATERIALS A. PAINTS: APPROVED COLORS SHALL BE AS SCHEDULED ON THE DRAWINGS OR SELECTED BY "COMCAST/XFINITY. B. GYPSUM BOARD TREATMENT: U.S.G. GYPSUM CO. "PERF-A-TAPE", "READY MIXED ALL-PURPOSE JOINT COMPOUND" AND "ALL PURPOSE TEXTURE FINISH" OR EQUAL. APPLICATION: A. APPLY PAINT UNIFORMLY WITHOUT VISIBLE LAPS, SAGS, CURTAINS, HOLIDAYS OR OBJECTIONABLE BRUSH MARKS. B. INSURE THAT PRIMER AND INTERMEDIATE COATS OF PAINT ARE UNSCARRED AND COMPLETELY INTEGRAL AT THE TIME OF APPLICATION OF EACH COAT. ALLOW SUFFICIENT TIME BETWEEN COATS TO ENSURE PROPER DRYING. SPECIALTIES: IDENTIFYING DEVICES: A. PROVIDE SIGNAGE AS REQUIRED AND AS SPECIFIED ON DRAWINGS. B. INSTALL SIGNS AS REQUIRED BY ALL GOVERNING CODES AND MOUNT AT REQUIRED CODE HEIGHTS. FIRE EXTINGUISHERS, CABINETS AND ACCESSORIES: CABINETS AND EXTINGUISHERS SHALL MEET ALL REQUIREMENTS OF GOVERNING CODES. ACCEPTABLE MANUFACTURERS: POTTER-ROEMER, INC. OR LARSEN'S MFG COMPANY FIRE EXTINGUISHER: 2A-20BC CAPACITY: 51bs./10 lbs./201bs. SIZE AND LOCATION AS REQUIRED BY LOCAL CODES. RECEIVED Oct 21 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SEE ELECTRICAL AND MECHANICAL DRAWINGS FOR ELECTRICAL AND MECHANICAL SPECIFICATIONS 2 4- �� -� _�- .� r w U LJ,J J Q N � W � � � Y Q � a � � � 0 � � = Z � Q � � �W m Q N r�� Z Preliminary Issue: 10/13/2022 Landlord Review: 10/20/2022 Bid Issue: 10/20/2022 Permit Issue: 10/20/2022 Construction Issue: 10/20/2022 SPECIFICATIONS Comm. Number $1-2192 Date 10/20/2022 Drawn By RFV Checked By RFV A0.3 T T T 0 T T N N 0 N O N O T EXISTING W.C. LOCATION TO BE UTILIZED. REMOVE EXISTING W.C. REMOVE ALL TOILET ROOM FIXTURES, WALLS, & ACCESSORIES AND MOP SINK. CAP &SEAL ALL PLUMBING -WITH THE EXCEPTION OF THE W.C. - � �o FLUSH WITH CONCRETE FLOOR AND/OR WALLS. - PREPARE FOR NEW CONSTRUCTION AND �1 �L J FINISHES. DEMOLITION NOTES 1. DRAWINGS OF EXISTING CONDITIONS HAVE BEEN COMPILED FROM EXISTING DATA SUPPLIED BY THE OWNER TO THE ARCHITECT. THE ARCHITECT MAKES NO WARRANTY, EITHER EXPRESSED OR IMPLIED, FOR THE ACCURACY OF THE COMPLETENESS OF THE EXISTING INFORMATION RECORDED. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS THAT MIGHT ARISE IN THE COURSE OF THE DEMOLITION WORK. 2. VERIFY LOCATIONS OF EXISTING MECHANICAL, PLUMBING AND ELECTRICAL UTILITIES. LOCATE AND PROTECT UTILITIES TO REMAIN. DISCONNECT, REMOVE BACK TO NEAREST JUNCTION BOX OR PANEL, AS REQUIRED, AND CAP DESIGNATED UTILITIES WITHIN THE DEMOLITION AREA. REFER TO THE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFO. 3. EXISTING ELECTRICAL AND TELEPHONE OUTLETS LOCATED ON DEMOLISHED WALLS ARE TO BE REMOVED INCLUDING CONDUIT AND WIRING BACK TO JUNCTION BOX. LOCATIONS ARE TO BE PATCHED AND REPAIRED TO BE FLUSH WITH ADJACENT WALL SURFACE. 4. WHERE PLUMBING FIXTURES ARE BEING REMOVED OR WHERE EXPOSED PLUMBING PIPES OCCUR, CAP LINES BEHIND FINISHED SURFACES. PATCH AND REPAIR AS REQUIRED. 5. ALL EXISTING CONSTRUCTION WHERE INDICATED INCLUDING ELECTRICAL, TELEPHONE, PLUMBING AND MECHANICAL DEVICES NOT OTHERWISE INDICATED ON THESE CONSTRUCTION DRAWINGS SHALL BE REMOVED IN A CAREFUL MANNER SO AS NOT TO DAMAGE ADJOINING CONSTRUCTION. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF HIS WORK. 7. ALL EXISTING BUILDING UTILITIES SHALL REMAIN IN OPERATION DURING CONSTRUCTION. PROVIDE REROUTING OF UTILITIES SERVING ADJACENT AREAS THAT ARE TO MAINTAIN UNINTERRUPTED SERVICE. ANY TEMPORARY SUSPENSION OF SERVICE SHALL BE COORDINATED AND APPROVED BY THE FACILITY MANAGER, NOT LESS THAN 24-HOURS IN ADVANCE. 8. THE CONTRACTOR WILL VERIFY AND CONFORM TO ALL REQUIREMENTS OF ALL UTILITY COMPANIES UNLESS OTHERWISE NOTED IN THE PLANS AND SPECIFICATIONS. 9. THE DEMOLITION PLAN KEYNOTES ARE DIAGRAMMATIC AND GENERAL IN NATURE. THE INTENT IS TO ILLUSTRATE THE COMPLETE DEMOLITION OF THE SPACES INDICATED UNLESS NOTED OTHERWISE. FIELD VERIFICATION OF THE EXISTING CONDITIONS AND SPECIFIC QUANTITIES IS THE RESPONSIBILITY OF THE CONTRACTOR. 10. REMOVAL AND DISPOSAL OF DEMOLITION DEBRIS IS THE RESPONSIBILITY OF THE CONTRACTOR. VERIFY THE HAULING ROUTE THROUGH THE BUILDING, THE DEMOLITION STAGING AREA, AND THE LOCATION OF THE DUMPSTERS WITH THE OWNER PRIOR TO THE START OF DEMOLITION. DISPOSAL OF RUBBISH SHALL BE DONE IN A LEGAL MANNER. 11. THE OWNER RESERVES THE RIGHT TO SALVAGE ANY DEMOLISHED ITEM. VERIFY ITEMS TO BE SALVAGED WITH THE OWNER PRIOR TO THE START OF DEMOLITION. REMOVE, PROTECT, CLEAN, REPAIR FOR THE REUSE AND TURN OVER SUCH ITEMS AS DIRECTED BY THE OWNER. 12. IN ORDER TO INSTALL SOME OF THE NEW WORK (INCLUDING, BUT NOT LIMITED TO MECHANICAL, PLUMBING OR ELECTRICAL) IT WILL BE NECESSARY FOR THE CONTRACTOR AND HIS SUBCONTRACTORS TO REMOVE AND REPLACE (OR REFINISH) EXISTING WALLS, FLOORS, OR CEILING IN THE AREAS OF THE BUILDING NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL INCLUDE ALL RELATED COSTS IN HIS BASE BID, WHETHER SHOWN ON THESE PLANS OR NOT. 13. PROTECT ADJACENT SPACES NOT SCHEDULED FOR DEMOLITION. PATCH AND REPAIR DAMAGED FINISHES, ITEMS AND FIXTURES TO REMAIN AND/OR REPLACE IN KIND TO MATCH EXISTING FROM DAMAGE DURING THE PROGRESS OF THE WORK. PROVIDE TEMPORARY SAFETY BARRIERS REQUIRED BY CODE AND AS INDICATED TO INSURE PUBLIC SAFETY AND TO ALLOW BUILDING OCCUPANCY. CONTRACTOR TO SUBMIT FOR APPROVAL, BARRIER LOCATIONS, AND METHOD OF CONSTRUCTION TO THE ARCHITECT PRIOR TO INSTALLATION. 14. NO STRUCTURAL ELEMENTS ARE INCLUDED IN THIS SCOPE OF WORK. 15. PROVIDE DUST BARRIERS AROUND OPENINGS, TO AND FROM THE CONSTRUCTION AREA. PROVIDE ALL MEANS NECESSARY TO INHIBIT DUST FROM ENTERING OTHER PORTIONS OF THE FACILITY. SUBMIT BARRIER LOCATIONS TO THE ARCHITECT FOR APPROVAL, PRIOR TO INSTALLATION. 16. PROVIDE ADEQUATE SHORING, BRACING, BARRICADES AND PROTECTIVE MEASURES AS REQUIRED TO SAFELY EXECUTE THE WORK IN THE CONSTRUCTION AREA AND THE AREAS ADJACENT TO THE CONSTRUCTION AREA. CEASE OPERATIONS AND NOTIFY THE ARCHITECT IMMEDIATELY IF THE STRUCTURE APPEARS TO BE ENDANGERED. DO NOT RESUME OPERATIONS UNTIL CORRECTIVE MEASURES HAVE BEEN TAKEN. 17. CONTRACTOR SHALL MAINTAIN REQUIRED MEANS OF EGRESS AND ENSURE THAT EXIT ROUTES ARE SIGNED, LIGHTED AND PROTECTED IN ACCORDANCE WITH CODE REQUIREMENTS. RELOCATE EXISTING AND/OR PROVIDE SMOKE PROTECTORS AND LIFE SAFETY EQUIPMENT FOR ADEQUATE COVERAGE. 18. PROVIDE TEMPORARY NON-COMBUSTIBLE CONSTRUCTION BARRIERS WHERE REQUIRED BY CODE AND THE GOVERNING FIRE AUTHORITY. MINIMUM REQUIREMENTS: a. FULL HEIGHT WALL FROM FLOOR TO CEILING. b. STUDS AT 24" O.C., WITH 5/8" TYPE "X" GPYSUM BOARD. c. NON-COMBUSTIBLE ACCESS DOOR WITH (3) HINGES AND SPRING CLOSER. 19. APPLY CEMENT BASE FLOOR PATCH AS REQUIRED TO FILL DINGS, NAIL HOLES, CHIPS AND CRACKS. 20. AT FLOOR AREAS SCHEDULED TO RECEIVE NEW FLOOR COVERING, REMOVE EXISTING FLOOR COVERING AND PREPARE SUBSTRATE FOR NEW FLOOR COVERING PER SPECIFICATIONS AND MANUFACTURER'S REQUIREMENTS. 21. AT ABANDONED PENETRATIONS OF FIRE RATED WALLS, CEILING OR FLOOR CONSTRUCTION, COMPLETELY SEAL VOIDS WITH FIRE RATED MATERIAL TO FULL THICKNESS OF THE PENETRATED ELEMENT. ALL PATCHING OF EXISTING WORK TO REMAIN SHALL MATCH FINISH PER SCHEDULE OR WHERE UNSCHEDULED TO MATCH EXISTING FINISHES TO REMAIN, AND SHALL MEET OR EXCEED FIRE RATING INDICATED ON FLOOR PLAN AND AS REQUIRED BY THE FIRE/LIFE SAFETY INSPECTOR. 22. COORDINATE EXISTING SPRINKLER LINE AND HEAD LOCATION WITH NEW PLAN. SUBMIT SPRINKLER SHOP DRAWINGS TO OWNER FOR REVIEW. 23. CONTRACTOR IS RESPONSIBLE FOR BUILDING SECURITY DURING DEMOLITION PHASE. PROTECT ALL OPENINGS FROM WEATHER CONDITIONS AND SECURE THEM TO PREVENT VANDALISM. 24. DO NOT PERFORM ANY WORK THAT WILL VOID WARRANTIES OF EXISTING WEATHER EXPOSED OR MOISTURE RESISTANT ELEMENTS WITHOUT PRIOR APPROVAL FROM THE OWNER. 25. ARCHITECT ASSUMES NO RESPONSIBILITY RELATING TO ANY TOXIC MATERIALS, INCLUDING ASBESTOS, AND ASSUMES NO RESPONSIBILITY TO ITS EXISTENCE OR REMOVAL. THE OWNER WILL TAKE ACTION FOR DIRECTLY CONTRACTING WITH A CONSULTANT OR SPECIALIST, LICENSED BY THE STATE, FOR SUCH SERVICES SHOULD THOSE SERVICES BE REQUIRED ON THE PROJECT. 26. IF THE EXISTING BUILDING CONSTRUCTION IS CLASSIFIED SUCH THAT FIREPROOFING INSULATION IS PRESENT, THEN THE CONTRACTOR , PRIOR TO STARTING ANY WORK, SHALL VERIFY THE CURRENT FIRE -RESISTANCE RATINGS) OF THE EXISTING BUILDING ELEMENT(S). IF THE EXISTING FIREPROOFING INSULATION IS DAMAGED/AFFECTED DURING THE COURSE OF THE WORK, AS DEFINED BY THIS PROJECT SCOPE, THEN THE CONTRACTOR SHALL PATCH/ REPAIR THE FIREPROOFING INSULATION TO A CONDITION THAT SHALL MATCH OR EXCEED THE ORIGINAL FIRE -RESISTANCE RATINGS) OF THE EXISTING BUILDING ELEMENTS) 27. CONTRACTOR TO RELOCATE AND REUSE EXISTING DOORS AND HARDWARE WHERE POSSIBLE. W z ^Q I..L W 0 z Q M� W 28. EXISTING DOORS TO REMAIN U.N.O. EXISTING STOREFRONT GLAZING SYSTEM TO REMAIN 29. CONTRACTOR SHALL MAINTAIN ALL EXISTING FIRE RATINGS OF STRUCTURAL COMPONENTS, WALLS, FLOORS, COLUMNS, (V.I.F.) G.C. TO CLEAN TO A "LIKE NEW" CONDITION ENCLOSURES, SURROUNDS, ETC. CONTRACTOR SHALL RESTORE, REINSTATE, REPAIR AND REPLACE ALL FIRE RATINGS IF DAMAGED, REMOVED, OR DISLODGED. 0 EXISTING DEMISING WALL TO REMAIN. PREPARE FOR NEW FINISHES. G.C. MUST ENSURE THAT EXIST. SPACE HAS SMOOTH WALLS AND FLOOR MUST BE LEVEL. ALL SURFACES MUST BE CLEAN, SMOOTH AND READY TO ACCEPT NEW FINISHES. � ,.� r \ (\( // � � - - EXISTING CEILING TO REMAIN. REPLACE CEILING / -� 1 TILES AS REQUIRED. EXISTING LIGHTING TO BE REMOVED. DUCTWORK TO REMAIN. PREPARE FOR W.H� NEW CONSTRUCTION AND FINISHES. ALL EXISTING INTERIOR WALLS AND DOORS, AS SHOWN DASHED TO BE REMOVE EXISTING FLOORING FINISHES AND � REMOVED. ALL ELECTRICALTO BE PREP CONCRETE SLAB FOR NEW FINISHES. -� � BROUGHT BACK TO NEAREST J-BOX AND � � MADE SAFE. FLOOR TRENCHING TO BE COORDINATED _� WITH ELECTRICAL DRAWINGS AND SHEET A4.1 - �� - � � y �� EXISTING DEMISING WALL TO REMAIN. PREPARE FOR NEW FINISHES. DEMOLITION PLAN � EXISTING STOREFRONT GLAZING SYSTEM TO REMAIN (V.I.F.) G.C. TO CLEAN TO A "LIKE NEW" CONDITION � '+-� Q .� U EXISTING STOREFRONT ENTRY DOOR TO REMAIN (V.I.F.) G.C. TO CLEAN TO A "LIKE NEW" CONDITION Z 2 4- �� -� _�- .� r EXISTING STOREFRONT GLAZING SYSTEM TO REMAIN Preliminary Issue: (V.I.F.) G.C. TO CLEAN TO A "NEW LIKE" CONDITION Landlord Review: WALL DEMOLITION LEGEND Bidlssue: Permit Issue: MATERIAL TO BE DEMOLISHED Construction Issue N W E S EXISTING WALL TO REMAIN EXISTING COLUMN TO REMAIN RECEIVED Oct 21 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT w U J Q N W O W � � Y a Q � Q � 0 � = Z � � � �W Q N 10/13/2022 10/20/2022 10/20/2022 10/20/2022 10/20/2022 DEMOLITION FLOOR PLAN Comm. Number $1-2192 Date 10/20/2022 Drawn By RFV Checked By RFV A1.0 T T T 0 T N N O N O N O T DOOR SCHEDULE MARK ROOM COUNT WIDTH HEIGHT THICKNESS DOOR TYPE DOOR MATERIAL DOOR FINISH FRAME TYPE FRAME MATERIAL FRAME FINISH HARDWARE GROUP FIRE RATING COMMENTS 100 100 1 3' - 0" 7' - 0" B EXISTING ALUMINUM EXISTING EXISTING ALUMINUM EXISTING Al 0 VERIFY HARDWARE REQUIREMENTS 101 100 1 3' - 0" 7' - 0" 1 3/4" A S.C. WOOD PAINT 1 HOLLOW METAL PAINT 62 0 PAINT TO MATCH ADJACENT WALL. KEYPAD LOCK. VERIFY WITH OWNER. 102 101 1 3' - 0" 7' - 0" 1 3/4" A S.C. WOOD PAINT 1 HOLLOW METAL PAINT 61 0 PAINT TO MATCH ADJACENT WALL DOOR SPECIFICATIONS BUTT HINGES: 1. IVES 3 KNUCKLE 3CB1 (OR 5 KNUCKLE 56B1) OR APPROVED EQUAL. 2. SIZE: a. 3 1/2" X 3 1/2" X 0.123 GA FOR 1 3/8" DOORS b. 4 1/2" X 4 1/2" X 0.134 GA FOR 1 3/4" DOORS TO 36" WIDE c. 4 1/2" X 4 1/2" X 0.180 GA FOR 1 3/4" DOORS GREATER THAN 36" TO 42" WIDE. d. 5" X 4 1/2" X 0.190 GA FOR 1 3/4" DOORS GREATER THAN 42" TO 48" WIDE. e. MANUFACTURER'S GUIDELINES FOR ALL OTHER DOOR THICKNESS. 3. QUANTITY: 1 1/2 PAIRS FOR DOORS 60" TO 90" IN HEIGHT AND AN ADDITIONAL 1/2" PAIR FOR EVERY 30" OR FRACTION THEREOF. 4. MATERIAL: a. ALL EXTERIOR OUTSWING DOOR BUTTS SHALL BE MADE OF NON-FERROUS MATERIAL AND SHALL HAVE STAINLESS STEEL HINGE PINS. b. ALL EXTERIOR OUTSWING DOORS SHALL HAVE NON - REMOVABLE PINS. c. ALL FIRE RATED DOORS OR DOORS WITH CLOSING DEVICES SHALL HAVE BALL BEARING STEEL HINGES. STOPS: 1. IVES WS407 /FS436 SERIES DOOR STOPS: a. WS407 CVX/CCV WALL STOP OR APPROVED EQUAL, TYPICAL. b. FS436 / R435 DOME FLOOR STOP (SIZE BASE TO FIT) OR APPROVED EQUAL -WHERE WALL STOP WILL NOT WORK. c. WHERE WALL OR FLOOR STOPS WILL NOT WORK PROVIDE AN OVERHEAD STOP OR SPRING "GUSH" ARM ON THE CLOSER. MAGNETIC HOLDERS: 1. LCN SEM7800 (24 VDC/VAC) MAGNETIC HOLDER OR APPROVED EQUAL AT FIRE -RATED AUTOMATIC RELEASE DOORS. a. PROVIDE EXTENDED ARMATURES AS REQUIRED TO SUIT CONDITIONS. DOOR COORDINATORS (COORDINATORS TO MATCH DOOR FRAME 1. IVES COR SERIES OR APPROVED EQUAL, SIZED TO FIT FROM STOP TO STOP. a. PROVIDE FULL LENGTH BRACKET FOR MOUNTING TO ALUMINUM FRAME. 2. IF JAMB STOP DOES NOT PERMIT USE OF IVES COR SERIES, SUBSTITUTE IVES CORG SERIES, GRAVITY COORDINATORS. rive i �: 1. IVES 8400 SERIES OR APPROVED EQUAL. 1. IVES 7000 SERIES 2. SIZE AS FOLLOWS: 2. HIGH STRENGTH FORGED BRONZE OR STAINLESS STEEL TILT -ON a. 10" X 2" LESS THAN DOOR WIDTH -SINGLE DOOR PRECISION BEARING AND BEARING PIN. b. 10" X 1" LESS THAN DOOR WIDTH - PAIR OF DOORS a. BOTTOM AND INTERMEDIATE PIVOTS: ADJUSTABILITY OF MINUS 1/16 IN., PLUS 1/8 IN. WEATHER STRIPPING: CLOSING DEVICES: 1. NATIONAL GUARD PRODUCTS (NGP) OR APPROVED EQUAL: a. THRESHOLDS -NGP 8139 OR AS SHOWN ON SILL DETAILS AND AS 1. CONCEALED -FLOOR: DORMA BTS 80 SERIES REQUIRED TO SUIT CONDITIONS AT EXTERIOR DOORS. a. HYDRAULICALLY CONTROLLED, CEMENT CASE, MAXIMUM b. DOOR BOTTOMS /SHOES -NGP 319 OR AS SHOWN ON SILL DEGREE DEAD STOP PERMITTED BY TRIM OR ADJACENT DETAILS AND AS REQUIRED TO SUIT CONDITIONS AT STRUCTURE. PROVIDE SPECIAL PINS, FLOOR PANS, AND EXTERIOR DOORS. LONER SPINDLES TO ACCOMMODATE FLOOR AND JAMB c. HEAD AND JAMB SEALS -NGP 5020 (OR AS REQUIRED TO MEET CONDITIONS. FIRE LABEL RATING) AT EXTERIOR DOORS AND FIRE RATED DOORS. (OMIT AT ALUMINUM FRAMES) 2. CONCEALED -OVERHEAD: LCN 2030 SERIES OR APPROVED EQUAL. d. ASTRAGALS -NGP 178 OR AS SHOWN ON PLANS AND AS a. CONCEALED IN TRACK BUMPERS WHERE SCHEDULED. REQUIRED TO SUIT CONDITIONS AT INTERIOR DOORS. (SEE LATCHGUARDS FOR EXTERIOR DOORS). 3. SURFACE: LCN 1461 SERIES OR APPROVED EQUAL. a. PROVIDE "DS" DESIGNER SERIES COVERS AT ALL DOORS VISIBLE LATCHGUARDS: BY THE PUBLIC. (STANDARD COVERS AT MAINTENANCE ROOMS). 1. IVES LG SERIES OR APPROVED EQUAL FOR SINGLE OUTSWING EXTERIOR DOORS. 4. MAX. EFFORT TO OPERATE DOORS a. EXTERIOR DOORS - 5 LBS. 2. NGP SP139 SERIES ASTRAGAL OR APPROVED EQUAL FOR PAIRS b. INTERIOR DOORS - 5 LBS. OF EXTERIOR HOLLOW METAL DOORS WITHOUT PANIC HARDWARE. c. FIRE RATED DOORS - 15 LBS. KEYING: 5. A CLOSING DEVICE MUST BE USED ON ALL FIRE -RATED DOORS. 1. MATCH BUILDING STANDARD OR AS DIRECTED BY OWNER AND ARCHITECT. PARTITION PLAN DOOR CLEARANCES FOR ACCESSIBILITY: THE DASHED RECTANGLES AT DOORS INDICATE CLEAR FLOOR SPACE NEEDED FOR A HANDICAPPED PERSON TO MANEUVER. NO OBJECTS (WALLS, FIXTURES, ETC.) ARE TO BE PLACED WITHIN THE DASHED RECTANGLES. SEE SHEET A0.2 FOR ADDITIONAL INFORMATION. HARDWARE GROUPS �� ►, J�� li�� I�I��i�� _Ti�yl►[e]��il:�J_1l:�il�e]�_bXy�Z�I�I:�� OPERATING HARDWARE MS 1850S CYLINDER GUARD MS 4043 EXIT INDICATOR 4089 THRESHOLD 200D PUSH /PULL HANDLE P-751 A A2 PAIR OF STOREFRONT GLASS DOOR -ENTRY (3 POINT LOCK) OPERATING HARDWARE MS 1850S THRESHOLD BOLT 4015 HEADER BOLT 4085 CYLINDER GUARD MS 4043 EXIT INDICATOR 4089 THRESHOLD 200D PUSH /PULL HANDLE P-751 A PARALLEL ARM CLOSER LCN P1460 SERIES A3 SINGLE STOREFRONT GLASS DOOR -EGRESS HEADERS DS-4022 CYLINDER GUARD MS 4043 TAPERED RAIL DS-00 CLOSER RTS-85 THRESHOLD 200D PUSH PADDLE OPERATOR ADAMS RITE 4590 02 LATCH ADAMS RITE 4510 25 PULL A4 PAIR STOREFRONT GLASS DOORS -VESTIBULE INTERIOR PUSH PULL P-751 A BOLTS: 1. MANUAL FLUSH BOLTS: a. IVES FB458 OR APPROVED EQUAL. b. LENGTH TO SET AS FOLLOWS: 1. BOTTOM BOLTS 12" 2. TOP BOLT 12" FOR DOORS TO 84" IN HEIGHT. 3. TOP BOLT 12" PLUS ADD 1" FOR EVERY ADDITIONAL INCH OF DOOR HEIGHT OVER 84" c. DO NOT USE AT ANY ROOMS NORMALLY OCCUPIED BY PEOPLE. 2. AUTOMATIC FLUSH BOLTS. a. IVES FB30 OR APPROVED EQUAL FOR HOLLOW METAL DOORS b. IVES FB40 OR APPROVED EQUAL FOR WOOD DOORS. c. AUTOMATIC FLUSH BOLTS MUST BE USED AT ALL PAIRS OF FIRE RATED DOORS. 70' - 0 3/4" V I F LEASELINE TO LEASELINE CLEAR FLOOR SPACE: CLEAR FLOOR SPACE DIMENSIONS ARE FROM FACE OF FINAL FINISH MATERIAL WHICH INCLUDES ANY PROJECTING FINISHES SUCH AS: CASING, FLOOR BASE MATERIAL, CORNER GUARDS, ETC. BEYOND THE FINISH WALL. VERIFY WALL TYPES AND WALL FINISHES TO MAINTAIN PROPER CLEARANCES. �yLL�I � ��t,�[�I�1Z�L'�:L�1� ��PJ� i�i I � L1 � �Z�Z�]:7 �.Ii�C�]I��I:ZiI�]►UI�Z�Z�L BUTT HINGES 450 T88 STOP W1276 CCS CLOSER 8581 BF BATH PRIVACY LATCH ND 40 S SCHLAGE "ND" SERIES "SPARTA" - #626 SATIN CHROMIUM PLATTED B2 INTERIOR DOOR WITH KEYPAD LOCK BUTT HINGES 450 T88 STOP W1276 CCS CLOSER 8581 BF KEYPAD LOCKSET VERIFY SPEC WITH OWNER B3 INTERIOR DOOR WITHOUT KEYPAD LOCK BUTT HINGES 450 T88 STOP W1276 CCS CLOSER 8581 BF PASSAGE LOCK ND 10 S SCHLAGE "ND" SERIES "SPARTA" LATCH #626 SATIN CHROME B4 STORAGE ROOM DOOR WITHOUT KEYPAD LOCK BUTT HINGES 450 T88 STOP W1276 CCS CLOSER 8581 BF STORAGE LOCK ND 80 PD SCHLAGE "ND" SERIES "SPARTA" LATCH #626 SATIN CHROME B5 EXTERIOR DOOR BUTT HINGES 450 T88 STOP W1276 CCS CLOSER 8581 BF SEALS S88 LATCH GUARD LP2 THRESHOLD 200D DOOR SHOE 216DV VIEWER U698 BS6D EXIT DEVICE ADAMS RITE 8300 SERIES LATCH ADAMS RITE 4510 25 B6 REAR EXIT DOOR -INTERIOR BUTT HINGES 450 T88 STOP W1276 CCS CLOSER 8581 BF SEALS S88 LATCH GUARD LP2 VIEWER U698 BS6D EXIT DEVICE ADAMS RITE 8300 SERIES LATCH ADAMS RITE 4510 25 Main entry door hardware shall comply with IBC 1010.1.9.4. WALL LEGEND Oct 21 2022 EXISTING CONSTRUCTION TO REMAIN CITY OF EDMONDS DEVELOPMENT SERVICES FULL HEIGHT PARTITION TO 6"ABOVE CEILING U.N.O. DEPARTMENT FULL HEIGHT PARTITION TO 6" ABOVE CEILING U.N.O. WITH SOUND BATT INSULATION W 2 U W W SEE AO SOLID CORE WOOD NOTES: W 2 U w W C DOOR &FRAME TYPES S E E��` W 2 U W W SEE © ALUMINUM STOREFRONT DOOR © HOLLOW METAL VARIES =E SCHE w SEE DETAIL 7/A2.1 FOR � TYP. HEAD CONDITION � � W � � � Q � w 0= W O HOLLOW METAL FRAME 1. REFER TO THE PARTITION PLAN AND SPECIFICATIONS (IF PROVIDED) FOR ADDITIONAL INFORMATION. 2. ALL DOORS AND FRAMES TO BE PAINTED WITH SEMI -GLOSS PAINT TO MATCH ADJACENT WALL COLOR. 3. PROVIDE A SIGN ON OR NEAR THE MAIN EXIT DOOR READING: "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED." 4. DOOR HANDLES, PULLS OR KNOBS SHALL BE INSTALLED AT 40" ABOVE FINISH FLOOR. ALL OTHER OPERABLE PARTS OF DOOR HARDWARE (SUCH AS DEADBOLTS, KEYHOLES, ETC.) ARE TO BE CENTERED BETWEEN 34" AND 44" ABOVE FINISH FLOOR. IF EXISTING BUILDING STANDARD EXISTS, MATCH BUILDING STANDARD AND CONFIRM COMPLIANCE WITH ACCESSIBILITY REQUIREMENTS. 5. MAXIMUM UNDERCUT OF ALL DOORS NOT IN A RATED CORRIDOR SHALL NOT EXCEED 1/2" ABOVE FINISH FLOOR SURFACE. 6. ALL REQUIRED FIRE DOORS SHALL BEAR A LABEL FROM A RECOGNIZED AGENCY SHOWING THE SPECIFIC RATING. 7. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. N W E S n ii t ,n LL � = a j w �..- J o ,� w z_ �,.� J N W Q w J RECEIVED SEE STRUCTURAL DRAWINGS FOR ADDITIONAL FRAMING DETAILS TOP OF TRACK SECURED BRACE TO STRUCTURE, TO WALL BRACE W/2 #8 ALTERNATE SHEET METAL SCREWS SIDES. USE METAL STUDS AT 8'-0" O.C. MAX., MATCH 5/8" TYPE'X' GYP. \ WALL STUD SIZE & � GAUGE (3 5/8" 20 GA. MIN.) BD. OVER METAL STUDS, SEE METAL ` PROVIDE BENT LEG & � FASTEN TO TOP TRACK. STUD TABLE FOR SIZE &SPACING � MAXIMUM LENGTH OF BRACE 25'-0" INSULATION WHERE - OCCURS, SEE WALL LEGEND THIS SHEET SUSPENDED �` ACOUSTICAL CEILING �� CEILING WALL ANGLE (TYP.), SEE RCP (TYP.) 4 TYPICAL WALL AND CEILING DETAIL 5/8" TYPE'X' GYPSUM BOARD EACH SIDE OVER METAL STUDS, SEE METAL STUD TABLE FOR SIZE &SPACING WALL BASE PER ROOM FINISH SCHEDULE INSULATION WHERE OCCURS, SEE WALL LEGEND THIS SHEET �1►16y:�il�]:1 BOTTOM TRACK WITH POWER - DRIVEN FASTENERS AT 16" O.C. MAX. ICC-ESR-1752 3 TYPICAL WALL -BASE DETAIL INTERIOR WALL TO REMAIN. PATCH AND REPAIR AND MAINTAIN EXISTING FIRE RATING FOR FINISHES SEE ROOM FINISH SCHEDULE TENANT SIDE TENANT SIDE W5 WALL TYPE 5 5/8" TYPE'X' GYP. BD. REFER TO INTERIOR BOTH SIDES OVER 6" WALL LIMITING METAL STUDS FROM HEIGHTS THIS SHEET SLAB TO 6" ABOVE FOR STUD SPECS CEILING U.N.O. FOR FINISHES SEE ROOM FINISH SCHEDULE W3 WALL TYPE 3 5/8" TYPE'X' GYP. BD. REFER TO INTERIOR BOTH SIDES OVER WALL LIMITING 3-5/8" METAL STUDS HEIGHTS THIS SHEET FROM SLAB TO 6" FOR STUD SPECS ABOVE CEILING U.N.O. FOR FINISHES SEE ROOM FINISH SCHEDULE W2A WALL TYPE 2A -OMIT GYP.BD. ONE SIDE W2 WALL TYPE 2 REFER TO INTERIOR 5/8" TYPE'X' GYP. BD. WALL LIMITING OVER 2 1/2" METAL HEIGHTS THIS SHEET STUDS FROM SLAB TO FOR STUD SPECS 6" ABOVE CEILING U.N.O. EXISTING DEMISING/ EXTERIOR WALL TO FOR FINISHES REMAIN PATCH AND SEE ROOM FINISH REPAIR AND MAINTAIN SCHEDULE EXISTING FIRE RATING TENANT SIDE ADJACENT TENANTI EXTERIOR SIDE W1A WALL TYPE 1A EXISTING DEMISING/ EXTERIOR WALL TO REMAIN PATCH AND REPAIR AND MAINTAIN EXISTING FIRE RATING FOR FINISHES SEE ROOM FINISH SCHEDULE TENANT SIDE ADJACENT TENANTI EXTERIOR SIDE W1 WALL TYPE 1 2 WALL TYPES SEE STRUCTURAL DRAWINGS FOR ADDITIONAL FRAMING DETAILS W =MAX. 100 LB. PER STUD 16 GA. METAL STUD 16" O.C. @ ALL BACKING STUD TRACKS 16 GA. X 6" X 1-1/2" UNPUNCHED METAL TRACK W/LEGS CLIPPED & BENT @ EA. STUD. ATTACH TO EACH STUD W/3 (#10) SELF - DRILLING AND SELF -TAPPING SHEET METAL SCREWS (TO MIN. 3 STUDS) EXTEND BACKING 1 BAY BEYOND EDGE OF CABINET /EQUIP. NOTE: DO NOT CUT FLANGES BETWEEN SUPPORTING STUDS 8 BACKING DETAIL FOR MISC. EQUIP. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL FRAMING DETAILS 5/8" TYPE "X" GYP. BD EACH SIDE OVER 3-5/8" METAL STUD -SEE STUD TABLE FOR SPACING INSULATION WHERE IT OCCURS INTERIOR WALL LIMITING HEIGHTS NON -COMPOSITE -FULLY BRACED 5 PSF 7.5 PSF 10 PSF (S) STUD MEMBER SPACING (IN.) O.C. L/120 L1240 L/360 L/120 L1240 L/360 L/120 L/240 162S125-18 12 9'-0" T-8" 6'-8" T-4" 6'-8" 5'-10" 6'-4" 6'-1" 5'-4" 1625125-18 16 T-9" 6'-11" 6'-1" 6'-4" 6'-1" 5'-4" 5'-6" 5'-6" 4'-10" 162S125-18 24 6'-4" 6'-1" 5'-4" 5'-2" 5'-2" 4'-8" 4'-6" 4'-6" 4'-3" 1625125-27 12 11'-3" 8'-11" T-10" 9'-8" T-10" 6'-10" 8'-4" T-1" 6'-3" 162S125-27 16 10'-3" 8'-2" T-1" 8'-4" T-1" 6'-3" T-3" 6'-5" 5'-8" 1625125-27 24 8'-4" T-1" 6'-3" 6'-10" 6'-3" 5'-5" 5'-11" 5'-8" 4'-11" 1625125-30 12 11'-8" 9'-3" 8'-1" 10'-2" 8'-1" T-1" 8'-11" T-4" 6'-5" 162S125-30 16 10'-7" 8'-5" T-4" 8'-11" T-4" 6'-5" T-9" 6'-8" 5'-10" 1625125-30 24 8'-11" T-4" 6'-5" T-3" 6'-5" 5'-7" 6'-4" 5'-10" 5'-1" 1625125-33 12 12'-0" 9'-6" 8'-4" 10'-6" 8'-4" T-3" 9'-6" T-7" 6'-7" 162S125-33 16 10'-11" 8'-8" T-7" 9'-6" T-7" 6'-7" 8'-3" 6'-11" 6'-0" 1625125-33 24 9'-6" T-7" 6'-7" T-10" 6'-7" 5'-9" 6'-9" 6'-0" 5'-3" 250S125-18 12 11'-8" 10'-6" 9'-2" 9'-7" 9'-2" 8'-1" 8'-3" 8'-3" T-4" 2505125-18 16 10'-2" 9'-7" 8'-4" 8'-3" 8'-3" T-4" T-2" T-2" 6'-8" 250S125-18 24 8'-3" 8'-3" T-4" 6'-9" 6'-9" 6'-5" 5'-10"e 5'-10"e 5'-10"e 250S125-27 12 15'-7" 12'-4" 10'-10" 12'-9" 10'-10" 9'-5" 11'-0" 9'-10" 8'-7" 2505125-27 16 13'-6" 11'-3" 9'-10" 11'-0" 9'-10" 8'-7" 9'-7" 8'-11" T-10" 250S125-27 24 11'-0" 9'-10" 8'-7" 9'-0" 8'-7" T-6" T-10" T-10" 6'-10" 2505125-30 12 16'-1" 12'-9" 11'-2" 13'-7" 11'-2" 9'-9" 11'-10" 10'-2" 8'-10" 250S125-30 16 14'-5" 11'-7" 10'-2" 11'-10" 10'-2" 8'-10" 10'-3" 9'-2" 8'-1" 2505125-30 24 11'-10" 10'-2" 8'-10" 9'-8" 8'-10" T-9" 8'-4" 8'-1" T-0" 2505125-33 12 16'-7" 13'-2" 11'-6" 14'-6" 11'-6" 10'-1" 12'-8" 10'-6" 9'-2" 250S125-33 16 15'-1" 12'-0" 10'-6" 12'-8" 10'-6" 9'-2" 11'-0" 9'-6" 8'-4" 2505125-33 24 12'-8" 10'-6" 9'-2" 10'-4" 9'-2" 8'-0" 8'-11" 8'-4" T-3" 2505125-43 12 18'-1" 14'-4" 12'-6" 15'-10" 12'-6" 10'-11" 14'-4" 11'-5" 9'-11" 250S125-43 16 16'-5" 13'-0" 11'-5" 14'-4" 11'-5" 9'-11" 13'-0" 10'-4" 9'-0" 2505125-43 24 14'-4" 11'-5" 9'-11" 12'-4" 9'-11" 8'-8" 10'-8" 9'-0" T-11" 362S125-18 12 14'-0" 14'-0" 12'-6" 11'-6" 11'-6" 10'-11" 9'-11"e 9'-11"e 9'-11"e 3625125-18 16 12'-2" 12'-2" 11'-4" 9'-11"e 9'-11"e 9'-11"e 8'-7"e 8'-7"e 8'-7" 362S125-18 24 9'-11"e 9'-11"e 9'-11"e 8'-1"e 8'-1"e 8'-1"e T-0"e T-0"e T-0"e 362S125-27 12 18'-10" 16'-6" 14'-5" 15'-5" 14'-5" 12'-7" 13'-4" 13'-1" 11'-5" 3625125-27 16 16'-4" 15'-0" 13'-1" 13'-4" 13'-1" 11'-5" 11'-7" 11'-7" 10'-5" 362S125-27 24 13'-4" 13'-1" 11'-5" 10'-11" 10'-11" 10'-0" 9'-5" 9'-5" 9'-1" 3625125-30 12 20'-3" 1T-0" 14'-10" 16'-7" 14'-10" 13'-0" 14'-4" 13'-6" 11'-10" 362S125-30 16 1T-7" 15'-6" 13'-6" 14'-4" 13'-6" 11'-10" 12'-5" 12'-3" 10'-9" 3625125-30 24 14'-4" 13'-6" 11'-10" 11'-8" 11'-8" 10'-4" 10'-2" 10'-2" 9'-4" 3625125-33 12 21'-11" 1T-7" 15'-4" 1T-10" 15'-4" 13'-5" 15'-6" 14'-0" 12'-2" 362S125-33 16 18'-11" 16'-0" 14'-0" 15'-6" 14'-0" 12'-2" 13'-5" 12'-8" 11'-1" 3625125-33 24 15'-6" 14'-0" 12'-2" 12'-8" 12'-2" 10'-8" 10'-11" 10'-11" 9'-8" 362S125-43 12 24'-2" 19'-2" 16'-9" 21'-1" 16'-9" 14'-8" 18'-10" 15'-3" 13'-4" 362S125-43 16 21'-11" 1T-5" 15'-3" 18'-10" 15'-3" 13'-4" 16'-4" 13'-10" 12'-1" 3625125-43 24 18'-10" 15'-3" 13'-4" 15'-4" 13'-4" 11'-7" 13'-4" 12'-1" 10'-7" 3625125-54 (50 KSI) 12 25'-10" 20'-6" 1T-11" 22'-7" 1T-11" 15'-8" 20'-6" 16'-3" 14'-2" 3625125-54 (50 KSI) 16 23'-5" 18'-7" 16'-3" 20'-6" 16'-3" 14'-2" 18'-7" 14'-9" 12'-11" 3625125-54 (50 KSI) 24 20'-6" 16'-3" 14'-2" 1T-11" 14'-2" 12'-5" 16'-3" 12'-11" 11'-3" 3625125-68 (50 KSI) 12 2T-7" 21'-11" 19'-2" 24'-1" 19'-2" 16'-9" 21'-11" 1T-5" 15'-2" 3625125-68(50KSI) 16 25'-1" 19'-11" 1T-5" 21'-11" 1T-5" 15'-2" 19'-11" 15'-10" 13'-10" 3625125-68 (50 KSI) 24 21'-11" 1T-5" 15'-2" 19'-2" 15'-2" 13'-3" 1T-5" 13'-10" 12'-1" 4005125-18 12 14'-9"e 14'-9"e 13'-6"e 12'-1"e 12'-1"e 11'-9"e 10'-5"e 10'-5"e 10'-5"e 400S125-18 16 12'-10"e 12'-10"e 12'-3"e 10'-5"e 10'-5"e 10'-5"e 9'-1"e 9'-1"e 9'-1"e 4005125-18 24 10'-5"e 10'-5"e 10'-5"e 8'-6"e 8'-6"e 8'-6"e T-5"e T-5"e T-5"e 400S125-27 12 19'-11" 1T-10" 15'-7" 16'-3" 15'-7" 13'-7" 14'-1" 14'-1" 12'-4" 400S125-27 16 1T-3" 16'-2" 14'-2" 14'-1" 14'-1" 12'-4" 12'-2" 12'-2" 11'-3" 4005125-27 24 14'-1" 14'-1" 12'-4" 11'-6" 11'-6" 10'-9" 9'-11" 9'-11" 9'-10" 4005125-30 12 21'-5" 18'-5" 16'-1" 1T-6" 16'-1" 14'-0" 15'-2" 14'-7" 12'-9" 400S125-30 16 18'-6" 16'-8" 14'-7" 15'-2" 14'-7" 12'-9" 13'-1" 13'-1" 11'-7" 4005125-30 24 15'-2" 14'-7" 12'-9" 12'-4" 12'-4" 11'-2" 10'-8" 10'-8" 10'-1" 400S125-33 12 23'-2" 19'-0" 16'-7" 18'-11" 16'-7" 14'-6" 16'-4" 15'-1" 13'-2" 4005125-33 16 20'-0" 1T-3" 15'-1" 16'-4" 15'-1" 13'-2" 14'-2" 13'-9" 12'-0" 400S125-33 24 16'-4" 15'-1" 13'-2" 13'-4" 13'-2" 11'-6" 11'-7" 11'-7" 10'-6" 400S125-43 12 26'-1" 20'-9" 18'-1" 22'-10" 18'-1" 15'-10" 19'-11" 16'-5" 14'-4" 4005125-43 16 23'-9" 18'-10" 16'-5" 19'-11" 16'-5" 14'-4" 1T-3" 14'-11" 13'-1" 400S125-43 24 19'-11" 16'-5" 14'-4" 16'-3" 14'-4" 12'-7" 14'-1" 13'-1" 11'-5" 4005125-54 (50 KSI) 12 2T-11" 22'-2" 19'-4" 24'-5" 19'-4" 16'-11" 22'-2" 1T-7" 15'-4" 4005125-54(50KSI) 16 25'-4" 20'-2" 1T-7" 22'-2" 1T-7" 15'-4" 20'-2" 16'-0" 13'-11" 4005125-54 (50 KSI) 24 22'-2" 1T-7" 15'-4" 19'-4" 15'-4" 13'-5" 1T-7" 13'-11" 12'-2" 4005125-68 (50 KSI) 12 29'-10" 23'-8" 20'-8" 26'-1" 20'-8" 18'-1" 23'-8" 18'-10" 16'-5" 4005125-68 (50 KSI) 16 2T-2" 21'-6" 18'-10" 23'-8" 18'-10" 16'-5" 21'-6" 1T-1" 14'-11" 4005125-68 (50 KSI) 24 23'-8" 18'-10" 16'-5" 20'-8" 16'-5" 14'-4" 18'-10" 14'-11" 13'-0" 6005125-27 12 24'-10"e 24'-4"e 21'-3"e 20'-4"e 20'-4"e 18'-7"e 1T-7"e 1T-7"e 16'-10"e 600S125-27 16 21'-6"e 21'-6"e 19'-4"e 1T-7"e 1T-7"e 16'-10"e 15'-3"e 15'-3"e 15'-3"e 6005125-27 24 1T-7"e 1T-7"e 16'-10"e 14'-4"e 14'-4"e 14'-4"e 12'-5"e 12'-5"e 12'-5"e 600S125-30 12 26'-10" 25'-2" 22'-0" 21'-11" 21'-11" 19'-3" 18'-11" 18'-11" 1T-6" 6005125-30 16 23'-3" 22'-11" 20'-0" 18'-11" 18'-11" 1T-6" 16'-5" 16'-5" 15'-10" 600S125-30 24 18'-11" 18'-11" 1T-6" 15'-6" 15'-6" 15'-3" 13'-5"e 13'-5"e 13'-5"e 600S125-33 12 29'-0" 26'-2" 22'-10" 23'-8" 22'-10" 19'-11" 20'-6" 20'-6" 18'-1" 6005125-33 16 25'-2" 23'-9" 20'-9" 20'-6" 20'-6" 18'-1" 1T-9" 1T-9" 16'-6" 600S125-33 24 20'-6" 20'-6" 18'-1" 16'-9" 16'-9" 15'-10" 14'-6" 14'-6" 14'-5" 6005125-43 12 35'-6" 28'-9" 25'-1" 29'-0" 25'-1" 21'-11" 25'-1" 22'-10" 19'-11" 600S125-43 16 30'-9" 26'-1" 22'-10" 25'-1" 22'-10" 19'-11" 21'-9" 20'-9" 18'-1" 6005125-43 24 25'-1" 22'-10" 19'-11" 20'-6" 19'-11" 1T-5" 1T-9" 1T-9" 15'-10" 6005125-54 (50 KSI) 12 38'-9" 30'-9" 26'-10" 33'-10" 26'-10" 23'-6" 30'-9" 24'-5" 21'-4" 6005125-54 (50 KSI) 16 35'-3" 2T-11" 24'-5" 30'-9" 24'-5" 21'-4" 2T-11" 22'-2" 19'-5" 6005125-54 (50 KSI) 24 30'-9" 24'-5" 21'-4" 26'-10" 21'-4" 18'-8" 24'-1" 19'-5" 16'-11" 6005125-68 (50 KSI) 12 41'-7" 33'-0" 28'-10" 36'-4" 28'-10" 25'-2" 33'-0" 26'-2" 22'-10" 6005125-68 (50 KSI) 16 3T-9" 30'-0" 26'-2" 33'-0" 26'-2" 22'-10" 30'-0" 23'-9" 20'-9" 6005125-68 (50 KSI) 24 33'-0" 26'-2" 22'-10" 28'-10" 22'-10" 20'-0" 26'-2" 20'-9" 18'-2" 800S125-43 12 40'-11" 36'-1" 31'-6" 33'-5" 31'-6" 2T-6" 28'-11" 28'-8" 25'-0" 8005125-43 16 35'-5" 32'-9" 28'-8" 28'-11" 28'-8" 25'-0" 25'-1" 25'-1" 22'-9" 800S125-43 24 28'-11" 28'-8" 25'-0" 23'-8" 23'-8" 21'-10" 20'-6" 20'-6" 19'-10" SOOS125-54 (50 KSI) 12 48'-10" 38'-9" 33'-10" 42'-8" 33'-10" 29'-7" 38'-9" 30'-9" 26'-10" 8005125-54 (50 KSI) 16 44'-4" 35'-2" 30'-9" 38'-9" 30'-9" 26'-10" 34'-1" 2T-11" 24'-5" SOOS125-54 (50 KSI) 24 38'-9" 30'-9" 26'-10" 32'-1" 26'-10" 23'-6" 2T-10" 24'-5" 21'-4" 8005125-68 (50 KSI) 12 52'-10" 41'-11" 36'-8" 46'-2" 36'-8" 32'-0" 41'-11" 33'-4" 29'-1" SOOS125-68 (50 KSI) 16 48'-0" 38'-1" 33'-4" 41'-11" 33'-4" 29'-1" 38'-1" 30'-3" 26'-5" 8005125-68 (50 KSI) 24 41'-11" 33'-4" 29'-1" 36'-8" 29'-1" 25'-5" 33'-3" 26'-5" 23'-1" NOTES: 1. FIVE POUNDS PER SQUARE FOOT (PSF ), 7.5 PSF, AND 10 PSF LOADS HAVE NOT BEEN REDUCED FOR STRENGTH OR DEFLECTION CHECKS; FULL LATERAL LOAD IS APPLIED 2. LIMITING HEOGHTS ARE BASED ON STEEL PROPERTIES ONLY (NON -COMPOSITE WITHOUT THE CONTRIBUTION OF SHEATHING TO STRENGTH AND STIFFNESS OF THE ASSEMBLY. PROPERLY FASTENED SHEATHING IS STILL REQUIRED FOR MEMBERS TO BE CONSIDERED FULLY BRACED. 3. WEB CRIPPLING CHECK BASED ON 1" END BEARING. 4. STUDS ARE ASSUMED TO BE ADEQUATELY BRACED AT MAXIMUM SPACING OF Lu TO DEVELOP FULL ALLOWABLE MOMENT. 5. "e" =WEB STIFFENERS REQUIRED AT ENDS. ��OBER VANN ARCHITECT 55 EA T FI T STREET UT 5 651. 2.464 ". 034 2 4- �� -� _�- .� r 3-5/8"METAL TRACK PARTITION PLAN KEY NOTES 0 3-5/8" METAL STUD NESTED IN 1� IF EXISTING COLUMNS ARE LOCATED IN SALES AREA COLUMNS TO BE FURRED WITH METAL STUDS & (1) LAYER 5/8" GYP. METAL TRACK BOARD TO 6" ABOVE CEILING. SIZE OF COLUMN FURRING TO BE CONSISTENT AND ALIGN WITH OTHERS. SEE DETAIL 5/A2.1 DOOR FRAME PER SCHEDULE O PROVIDE BACKING SUPPORT BEHIND WALL -MOUNTED EQUIPMENT AND FIXTURES. SEE SHEET A4.1 FOR FIXTURE 2 F.R.T. WOOD BLOCKING AS LOCATIONS AND BLOCKING LEGEND. REQ'D O PROVIDE LEVEL FLOOR FOR LEVEL INSTALLATION OF MILLWORK AND FLOOR FINISHES. O PER DOOR SCHEDULE O USE WATER RESISTANT GYPSUM BOARD/FIBER BOARD AT ALL AREAS SUBJECT TO MOISTURE OR WHERE TILE IS USED. �--' PROVIDE WATERPROOF MEMBRANE AT ALL AREAS WHEN THEY ARE ABOVE OTHER SPACES. .� 7 TYPICAL HEAD DETAIL JAMB SIM O PROVIDE FIRE EXTINGUISHER BY POTTIER-ROEMER. EXTINGUISHER TO BE #3005, 2A:106:C. � O LOCATIONS AND CLASSIFICATIONS OF FIRE EXTINGUISHERS SHALL BE IN ACCORDANCE WITH STATE &LOCAL FIRE CODES AND PLACEMENT IS SUBJECT TO THE APPROVAL OF THE FIRE INSPECTOR. VERIFY QUANTITY &EXACT LOCATION EXISTING WALL TO WITH FIRE DEPARTMENT PRIOR TO ORDERING. REMAIN O PROVIDE AND INSTALL ALL NECESSARY WALL BACKING, STIFFENERS,BRACING, BACK-UP PLATES AND/OR SUPPORTING BRACKETS AS REQUIRED FOR THE INSTALLATION OFWALL-MOUNTED OR SUSPENDED EQUIPMENT ORBUILT-IN ITEMS. "' VERIFY REQUIREMENTS WITH MANUFACTURERS PRIOR TO INSTALLATION. SUPPLY CATALOG CUT SHEETS FOR �' � ARCHITECT'S APPROVAL. SEE DETAIL 8/A2.1. M O ELECTRONIC EQUIPMENT TO BE PROVIDED BY TENANT'S VENDORS. � z 5/8" GYP. BD. 9 EXTERIOR WINDOW SIGNAGE TO BE PROVIDED BY COMCAST VENDOR. LOCATION TO BE PROVIDED BY COMCAST. METAL CORNER BEAD 10 PREPARE ALL FLOOR SURFACES AS REQUIRED TO RECEIVE FINISHES AS NOTED ON FINISH PLAN, ENLARGED FINISH 5/8" TYPE'X' GYP. BD. ON PLANS &FINISH LEGEND. METAL STUDS OR PARTITION Preliminary Issue: FRAMING, SEE WALL STUD 11 (2) SERVER RACKS. MOUNT ONE ABOVE THE OTHER ON 3/4" FRP PLYWOOD PAINTED TO MATCH ADJACENT WALL. Landlord Review: LIMITING HEIGHTS TABLE AND REFERENCED DETAILS SHEET 12 EXISTING GLAZING AND STOREFRONT FRAME TO REMAIN -CLEAN TO "LIKE NEW" CONDITION. Bid Issue: A2.1 6 WALL CONNECTION AT DEMISING 13 EXIT ROUTE TACTILE SIGNAGE REQUIRED AT ALL EXIT ROUTES. SEE SHEET A0.2 FOR REQUIREMENTS. 14 "EXIT" TACTILE SIGNAGE REQUIRED AT ALL EXITS. SEE SHEET A0.2 FOR REQUIREMENTS. Permit Issue: Construction Issue A2.1 1 1 /2" = 1'-0" EXIT DOORS T G C SHALL ENSURE STOOP THRESHOLD AND ALL CODE REQUIRED ELEMENTS COMPLY WITH ADA i� w U J Q N W O W � � Y Q Qrn� Q�� = Z � M � �W Q N 10/13/2022 10/20/2022 10/20/2022 10/20/2022 10/20/2022 15 REQUIREMENTS AND MEET ALL LOCAL, STATE, AND NATIONAL CODES FOR ACCESSIBILITY AND EGRESS. PART IT I O N REMAING STEEL COLUMN TO 16 ELECTRICAL PANEL. SEE ELECTRICAL. PLAN 5/8" TYPE'X' GYP. BD. ONE 17 INSTALL WHITEOUT FILM ON INTERIOR PANE OF GLAZING. SIDE OVER 2 1l2" METAL STUDS (TYP. ALL SIDES) INTERSECTING WALL WHERE GENERAL NOTE S OCCURS Comm. Number NOTE: DIMENSIONS OF COLUMN 1. VERIFY DIMENSION WITH MILLWORKER PRIOR TO FRAMING. FURRING IN A COMMON AREA Date ARE TO BE EQUAL DIMENSIONS 2. G.C. TO CHALK ALL PARTITIONS &REVIEW WITH PROJECT MANAGER PRIOR TO FRAMING. AND EDGES ALIGNED, U.N.O. Drawn By 3. INSTALL KNOX BOX IF NOT ALREADY EXISTING, HEIGHT AND LOCATION AS REQUIRED BY FIRE DEPARTMENT. FINISH CORNER'L' BEAD, TAPE Checked By & FINISH SMOOTH FOR PAINT 4. UNLESS OTHERWISE NOTED, ALL GYPSUM BOARD SURFACES, WALLS, AND CEILINGS SHALL BE TAPED, SANDED SMOOTH TO A "LEVEL 4" FINISH, SO AS TO RECEIVE PAINT OR WALL COVERING MATERIAL 81-2192 10/20/2022 RFV RFV 5 NON -RATED COLUMN FURRING 5. THE PROJECT ADDRESS SHALL BE PROVIDED FOR ALL NEW AND EXISTING BUILDINGS IN A POSITION AS TO BE PLAINLY A2.1 1 1 /2" = 1'-O" VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY PER LOCAL FIRE DEPARTMENT AZ � 1 STANDARDS. T 0 T N N O N 0 N O T IN SEISMIC AREAS: LATERAL BRACING: 4-12 GA WIRES SECURED TO MAIN RUNNER WITHIN 2" OF CROSS RUNNER INTERSECTION AND SPLAYED 90° FROM EACH OTHER AT ANGLE NOT TO EXCEED 45° FROM THE PLANE OF THE CEILING TYP. @ 12'-0" EA. WAY / BEGINING 6'-0" MAX. FROM WALL. �h Aso u� � � � MAIN RUNNER CROSS RUNNER 4 SUSPENDED ACOUSTICAL CEILING FOUR (4) N0. 12 GAUGE WIRES MUST BE ATTACHED TO THE GRID MEMBERS WITHIN 3" OF EA. CORNER OF EA. FIXTURE WHEN INTERMEDIATE CEILING SYSTEMS ARE USED. SUSPENDED CEILING GRID IN NON -SEISMIC AREAS: AT SUSPENDED CEILING: VERTICAL HANGER WIRE: IN SEISMIC AREAS: AT SUSPENDED CEILING: VERTICAL COMPRESSION STRUT: AT 4'-0" O.C. W/ (2) 1 1/2" X 9" GA. STAPLES @ LOOP & (1) ACROSS LAP. 3 FULL TURNS MINIMUM WITHIN 3" LENGTH. NOTE: 1. ALL WIRES 12 GA. 2. PROVIDE 6" CLEARANCE AT ALL PIPES & DUCTS, ETC. 3. BRACING WIRES MUST BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 LBS OR THE ACTUAL LOADS, WHICHEVER IS GREATER, WITHIN A SAFETY FACTOR OF 2. TWO (2) N0. 12 GAUGE WIRES MUST BE SECURED FROM LIGHT &MECHANICAL FIXTURES AT OPPOSING CORNERS ALONG THE FIXTURES DIAGONAL. WIRES MAY BE SLACK. LATERAL FORCE BRACING MEMBERS MUST BE SPACED A MINIMUM OF 6" FROM ALL HORIZONTAL PIPING OR DUCT WORK THAT IS NOT PROVIDED WITH BRACING RESTRAINTS FOR HORIZ. FORCES. BRACING WIRES MUST BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNNE RTHAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 LBS OR THE ACTUAL LOADS, SAFETY FACTOR OF 2 LIGHT FIXTURE AT SUSPENDED CEILING LIGHT FIXTURES (LESS THAN 56 LBS.) PROVIDE MINIMUM OF 2 SCREWS AT OPPOSITE CORNERS OF SUPPORT WIRES, OR SCREW ON T-BAR SAFETY CLIPS AT SIDES OR ENDS MEMBER DEPTH: (EXAMPLE: 6" = 600 X 1/100 INCHES) ALL MEMBER DEPTHS ARE TAKEN IN FLANGE WIDTH: 1/100 INCHES. (EXAMPLE: 1 5/8" = 1.625" � 162 X FOR ALL "T" SECTIONS MEMBER DEPTH 1/100 INCHES) ALL FLANGE WIDTHS IS THE INSIDE DIMENSION. ARE TAKEN IN 1/100 INCHES. 600 O 162 54 STYLE: MATERIAL THICKNESS: (EXAMPLE: STUD OR JOIST SECTION = S) (EXAMPLE: 0.054 IN. = 54 MILS; 1 MIL = 1/1000 THE FOUR ALPHA CHARACTERS UTILIZED BY IN.) MATERIAL THICKNESS IN MILS. MINIMUM THE DESIGNATOR SYSTEM ARE: BASE METAL THICKNESS REPRESENTS 95% OF THE DESIGN THICKNESS. S = STUD OR JOIST, T = TRACK, U =CHANNEL F =FURRING CEILING SPAN TABLE NOTES: 1. VALUES ARE FOR SINGLE SPANS. 2. ALLOWABLE CEILING SPAN CALCULATIONS BASED ON 33KS1 YIELD STRENGTH STEEL. 3. FOR FULLY BRACED CEILINGS, USE MID -SPAN BRACED VALUES. 4. END BEARING LENGTH = 1" MINIMUM. 4 PSF LATERAL SUPPORT OF COMPRESSION FLANGE UNSUPPORTED MID -SPAN JOIST SPACING (IN.) O.C. JOIST SPACING (IN.) O.C. SECTION: (MIL.) 12" 16" 24" 12" 16" 24" 250S137 33 11'-9" 10'-10" 9'-9" 14'-11" 13'-6" 11'-10" 250S137 43 13'-2" 12'-1" 10'-9" 16'-2" 14'-8" 12'-10" 250S162 33 13'-5" 12'-5" 11'-1" 15'-8" 14'-2" 12'-5" 250S162 43 14'-11" 13'-9" 12'-3" 17-0" 15'-5" 13'-6" 350S137 33 12'-9" 11'-9" 10'-6" 18'-1" 16'-9" 15'-0" 350S137 43 14'-1" 13'-0" 11'-7" 19'-10" 18'-4" 16'-4" 350S162 33 14'-6" 13'-5" 12'-0" 20'-3" 18'-5" 16'-1" 350S162 43 16'-0" 14'-9" 13'-2" 22'-0" 20'-0" 17'-6" 362S137 33 12'-10" 11'-11" 10'-7" 18'-3" 16'-11" 15'-2" 362S137 43 14'-3" 13'-1" 11'-8" 20'-0" 18'-6" 16'-6" 362S162 33 14'-8" 13'-6" 12'-1" 20'-9" 18'-11" 16'-6" 362S162 43 16'-1" 14'-10" 13'-3" 22'-7" 20'-7" 17'-11" 400S137 33 13'-2" 12'-2" 10'-11" 18'-9" 17'-4" 15'-6" 400S137 43 14'-7" 13'-5" 12'-0" 20'-6" 18'-11" 17'-9" 400S162 33 15'-0" 13'-10" 12'-5" 21'-4" 19'-10" 16'-1" 400S162 43 16'-6" 15'-3" 13'-7" 23'-4" 21'-7" 19'-4" 550S137 33 14'-6" 13'-5" 12'-0" 20'-10" 19'-4" 17'-5" 550S137 43 15'-10" 14'-7" 13'-1" 20'-0" 18'-6" 16'-6" 550S162 33 16'-6" 15'-3" 13'-8" 23'-9" 22'-0" 19'-10" 550S162 43 17'-11" 16'-7" 14'-10" 25'-7" 23'-9" 21'-4" 600S137 33 14'-10" 13'-9" 12'-4" 21'-4" 19'-10" 17'-10" 600S137 43 16'-2" 14'-11" 13'-5" 23'-1" 21'-4" 19'-2" 600S162 33 16'-10" 15'-8" 14'-1" 23'-1" 22'-7" 20'-4" 600S162 43 18'-4" 17'-0" 15'-3" 26'-3" 24'-4" 21'-10" NOTE: ALL STUD INFORMATION IS BASED ON CEMCO ICC ES ESR-3016 ALLOWABLE CEILING SPANS - U240 EXISTING EXISTING G.C. SHALL INSPECT ALL EXISTING ACOUSTICAL CEILING TILE &CEILING GRID FOR DAMAGE, MARS, ETC... G.C. SHALL REPLACE ALL DAMAGED AC. TILE &CEILING GRID TO MATCH EXISTING REFLECTED CEILING PLAN LLUMINATED 3NAGE -SEE SHT. i'L INFORMATION N W E S REFLECTED CEILING PLAN KEYNOTES 1 � NOT USED 2O ALL LIGHT FIXTURES ATTACHED TO CEILING GRID MUST ALSO BE INDEPENDENTLY SUPPORTED. SEE DETAIL 3/A3.1 O CEILING MOUNTED DATA O NOT USED. O NEW LIGHT FIXTURE TO BE CENTERED IN ROOM. 6O NOT USED. 7O NOT USED. REFLECTED CEILING PLAN GENERAL NOTES 1. FIELD VERIFY CEILING GRID LOCATION AND NOTIFY ARCHITECT OF ANY DISCREPANCIES ON PLANS. 2. FIELD VERIFY ALL CLEARANCES OF DUCTS, PIPES, SPRINKLERS, ETC. AND NOTIFY ARCHITECT OF ANY CONFLICTS PRIOR TO INSTALLATION OF LIGHTS, ETC. 3. CONDUITS ABOVE CEILING MUST BE A MINIMUM OF 12"ABOVE THE CEILING GRID. 4. ALL JUNCTION BOXES AND MECHANICAL EQUIPMENT REQUIRING ACCESS FOR SERVICE SHALL BE LOCATED OVER ACOUSTICAL CEILINGS. NO ACCESS HATCHES SHALL BE INSTALLED IN GYPSUM BOARD CEILINGS WITHOUT PRIOR APPROVAL BY OWNER. 5. SPRINKLER HEADS ARE TO BE CENTERED BETWEEN LIGHTS IN A UNIFORM ARCHITECTURAL PATTERN. 6. LOCATE RECESSED DOWN LIGHTS, WALL WASHERS, SMOKE DETECTORS, EXIT SIGNS, SPEAKERS, FIRE SPRINKLERS, ETC. IN CENTER OF 24"X24" SECTION OF SECOND LOOK CEILING TILES. 7. PROVIDE BACK-UP POWER FOR EXIT SIGNS PER STATE &LOCAL CODES. 8. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED TO A LEVEL OF NOT LESS THAN ONE FOOT CANDLE AT THE WALKING SURFACE AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. 9. EMERGENCY LIGHTING SHALL HAVE (2) SEPARATE SOURCES OF POWER &SHALL COMPLY WITH THE NEC. 10. CONTRACTOR SHALL PROVIDE EMERGENCY LIGHTING, STROBE LIGHTS, AUDIO-VISUAL ALARMS & OCCUPANCY SENSORS TO MEET ALL APPLICABLE CODES. 11. CONTRACTOR SHALL PROVIDE LAMPS WITH TYPE IC RATED HOUSING WHERE FIXTURES COME IN DIRECT CONTACT WITH INSULATION. 12. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED AT ALL TIMES &SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM (BATTERIES, UNIT EQUIPMENT OR AN ON -SITE GENERATOR) THAT WILL AUTOMATICALLY ILLUMINATE THE EXIT SIGNS FOR A DURATION OF NOT LESS THAN 90 MINS. 13. INSTALL SUSPENDED CEILING GRID PER DETAIL 4/A3.1, TYP. 4 2r �'� '� i . w U LJ,J J Q N � W � � � Y Q � a � � � 0 � � = Z Z Q�O � � �W m Q N LIGHTING LEGEND �, CEILING MOUNTED EXIT SIGN WITH RED LETTER IN CLEAR BACKGROUND MANF: BEST LIGHTING PRODUCTS REF: ELXTEU-1-R-C-A-EM 2'X4' LAY -IN LED LIGHT FIXTURE MANF. SOLAIS REF: FP24-40K-5100-WH � '+-� 2'X4' LAY -IN LED LIGHT FIXTURE 'i MANF. PHILIPS U REF: 2-FG-G-B-42L-840-4-D-UNV-DIM � 2'X4' ARMSTRONG PRODUCT: DUNE (2712) SECOND LOOK ACOUSTICAL TILE WITH TEGULAR EDGE IN WHITE -SET WITHIN PRELUDE ML EXPOSED T-GRID ----- -- --- -- --- -- 5/8" TYPE "X" GYPSUM BOARD CEILING z WALL WASHER TRACK LIGHT Preliminary Issue: 10/13/2022 MANF. LUMENTURE REF: TWW160-30H-1600-W-J Landlord Review: 10/20/2022 Bid Issue: 10/20/2022 � 4" ROUND RECESSED DOWN LIGHT Permit Issue: 10/20/2022 MANF. SOLARIS REF: XR4nc-d-xM24-40-40K/2400-SV/SV Construction Issue: 10/20/2022 4" ROUND RECESSED ADJUSTABLE DOWN LIGHT MANF. SOLARIS REF: XR4nc-a-xM24-40-40K/2400-SV/SV RECEIVED Oct 21 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT REFLECTED CEILING PLAN Comm. Number 81-2192 Date 10/20/2022 Drawn By RFV Checked By RFV A3.1 N N T 0 T T N N O N O N O T BLOCKING LEGEND -SALES WALL FIXTURES 7' - 6 3/8" CV in � --- PROVIDE 6" HIGH 16 GA METAL BLOCKING STRAPPING M FOR FIXTURE ATTACHMENT r� MAIN STAGE BP-XR-10.1 PROVIDE 6" HIGH 16 GA METAL BLOCKING STRAPPING FOR FIXTURE ATTACHMENT - 4' - 10 3/8" cfl � i I PROVIDE FRT PLYWOOD BLOCKING FOR TV MOUNT 11 ' - 9 3/4" PROVIDE 6" HIGH 16 GA 7' - 8 7/8" METAL BLOCKING STRAPPING FOR FIXTURE 2' - 9 1/4" 1' - 10" 3' - 1 5/8" ATTACHMENT � - in - - � \-- co i - PROVIDE FRT � PLYWOOD - BLOCKING FOR 0 TV MOUNT - 0 - � �j 00 i� CONNECTED HOME BP-XR-21 A ACCESSIBLE TOILET 102 P1 FRP1 VCT 1 B2 9 10 13 11 ' - 9 3/4" 2' - 1 " 4' - 10 3/8" � - - - - - - I I MOBILE BP-XR-22 PROVIDE 6"HIGH 16 GA METAL BLOCKING STRAPPING FOR FIXTURE ATTACHMENT - INTERNET BP-XR-19A BP-XR-19B STRUCTURAL DETAILS FOR SEISMIC ATTACHMENT OVERRIDE ARCHITECTURAL STANDARDS SHOWN HERE. PROVIDE 6" HIGH 16 GA METAL BLOCKING STRAPPING 8' - 1 3/4" FOR FIXTURE ATTACHMENT 3' - 1 7/8" 1 ' - 10" 3' - 1 7/8" ifl PROVIDE FRT PLYWOOD BLOCKING FOR TV MOUNT ENTERTAINMENT BP-XR-20 4'-0" PROVIDE 6" HIGH 16 GA METAL BLOCKING STRAPPING FOR FIXTURE ATTACHMENT i� _ _ <° N N L _ �° N N i� MERCH WALL BP-XR-15 NOTE: COORDINATE ALL SAW CUTTING AND CORE DRILLING WITH LANDLORD'S ON SITE REP. PRIOR TO CONSTRUCTION START. SAW CUT AND REMOVE EXISTING SLAB FOR TRENCH AS REQUIRED EXISTING SLAB ON GRADE AS OCCURS G CONCRETE SLAB ON GRADE TO MATCH DEPTH OF EXISTING (V.I.F.) WITH #3 BARS AT 16" O.C. EACH WAY AT MIDDLE DEPTH OF SLAB. DRILL AND EPDXY 6" INTO EXISTING SLAB LOCATE CONDUIT ABOVE VAPOR BARRIER VAPOR BARRIER TO MATCH EXISTING - SEALED TO EXISTING V.B. TO MAINTAIN INTEGRITY OF V.B. rnnnonrrrn ni i ne ��ni ii��n - - - "m: � - - � a _ - - a - a a= - � a _ � _ - a, - 4 d a 'd � - d � _ - - _ _ d_ _ _ - mod, - I � � � � OoO � � I oO�O oO�O�O o o oO�O�O oOOo fi fi � � EXISTING EXISTING CONC. SLAB 1' - 0" (TYP.) CONC. SLAB TRENCHING DETAIL RETAIL AREA FLOOR (LVT 1) ENTRY MAT EDGE DETAIL 6" = 1 '-0" 8' - 1 3/4" 8' - 2" 11 ' - 9 3/4" 3' - 7 7/8" CONNECTED HOME MERCH WALL INTERNET 2'-2" .� I P`�`�G �4 �Q,P 4 4 4 SERVER ABOVE E.P. 3 � --� 7 5\ �� - , o \ 6 7 I I� c� A6.11 2 .� BREAK ' � _ \ 14 � � �3 �o � -� i L 1 BP-FN-09 A6.1 _ _ � _ _ STORAGE r T' - - I - _ 101 " � I P 2 � I � � �' VCT1 B2 L � - ��J w 13 L FIXTURE PLAN GF-4896 PAYMENT �- / 00\ �� / \ BP-XR-15 BP-XR-15 / \ �� / \ �� I / \ ` � w KIOSK M BP-XR-21 B BP-XR-19A BENCH CENTERED � ALIGN - _- _ ON TV BP-FN-10A 4' - 4 3/8" BP-XR-12A BP-XR-12A 4' - 4 3/8" BP-XR-101 / BP-FN-04A 4'-0" EM 1 o ■ io / 4 � BP-XR-04 � ' BP-FN-04A � � 3 6 A4.1 4' - o° `� RETAIL `� � (TYP.) � 4' - o„ � - BP-FN-10A - � 1 2 5 10 15 1OO 9 A6.1 8 � (AS NEEDED) P 1 7 �,,� ¢ � LVT DIRECTION 4' - 0" LVT 1 B 1 co Z � n � 11 � r � BP-FN-04A 2 - � BP-XR-04 BP-XR-04 7' 6 7/8" A4.1 BP-XR-12A I BP-FN-03A BP-XR-04 4' - 6 3/8" 4' - 6 3/8" 2' - 0" 2' - 0" ALIGN - - EQ - - _ EQ - - - � - - \ - � BP-FN-03A I 0 0 � � BP-FN-09 \ �,.� � \ / � BP-XR-20 BP-XR-22 � \ / �� \ I / �� \ / � BP-XR-12B I 4 4 I BP-XR-15 4 BP-XR-15 GF-4896 11 - J � ® � y 5' - 8 1 /2" 2' - 3" � 5' - 0" � 8' - 1 3/4" ADA POS ENTERTAINMENT 70' - 0 3/4" LEASELINE TO LEASELINE (VIF) NOTE: ALL DIMENSIONS ON THIS PLAN ARE FROM THE FINISH FACE OF WALL OR FIXTURE U.N.O. 1" 4'-0" 4'-0" 1" EQ 4'-0" EQ GRAPHIC 8'-2" 11'-93/4" 6'-0" MERCH WALL MOBILE DOOR CLEARANCES FOR ACCESSIBILITY: THE DASHED RECTANGLES AT DOORS INDICATE CLEAR FLOOR SPACE NEEDED FOR A HANDICAPPED PERSON TO MANUEVER. NO OBJECTS (WALLS, FIXTURES, ETC.) ARE TO BE PLACED WITHIN THE DASHED RECTANGLES. SEE SHEET A0.2 FOR ADDITIONAL INFORMATION. N W E s 10 A6.1 w z J w a w J w z J w Q w J r` i� N CLEAR FLOOR SPACE: CLEAR FLOOR SPACE DIMENSIONS ARE FROM FACE OF FINAL FINISH MATERIAL WHICH INCLUDES ANY PROJECTING FINISHES SUCH AS: CASING, FLOOR BASE MATERIAL, CORNER GUARDS, ETC. BEYOND THE FINIISH WALL. VERIFY WALL TYPES AND WALL FINISHES TO MAINTAIN PROPER CLEARANCES. �' - U ' MHX. """T �^^'"'^ ^`1LL- EDGEWOOD MATTING LTD., � DUTY EDGING AND CORNER DN2203001NSTALLED DIRECTLY =ACE -TO BE INSTALLED IN JITH ENTRY MAT (EM1) -NOMAD TERRA 8150 ,TYING FROM 3M, 3M REF: COMBINATION WITH MAT RECEIVED Oct 21 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ADA POS COUNTER @ 2'-10" � A.F.F. TO ACCOMODATE ADA REQUIREMENTS. (MAX. 34" A.F.F.) z o M °o°o°o 000ao ❑ ®� 000ao °o °o °o°� og o� °�°o m 00000 00000 o O 00000 r ACCESSIBLE POS BP-XR-12B - - � 2' - 6" MIN. CLR. Z_ O J U FIXTURE PLAN KEY NOTES O PROVIDE BLOCKING SUPPORT BEHIND WALL -MOUNTED EQUIPMENT -SEE DTL 8JA2.1 AND STRUCTURAL. O2 ALL MILLWORK IN RETAIL AREA TO BE PROVIDED BY COMCAST VENDOR. G.C. TO ASSEMBLE AND INSTALL. O3 DESK AND BREAK COUNTER PROVIDED BY OWNER. O G.C. TO PROVIDE BLOCKING FOR FIXTURE ATTACHMENT. COORDINATE WITH BLOCKING LEGEND THIS SHEET AND FIXTURE BOOK AND STRUCTURAL. O PROVIDE LEVEL FLOOR IN RETAIL AREA FOR LEVEL INSTALLATION OF MILLWORK AND FLOOR FINISHES. © ELECTRONIC EQUIPMENT TO BE PROVIDED BY TENANTS VENDOR. Oj (2) SERVER RACKS. MOUNT ONE ABOVE THE OTHER ON 3/4" FRP PLYWOOD PAINTED TO MATCH ADJACENT WALL. ® PROVIDE SMOOTH TRANSITION BETWEEN LVT &VCT. NO VCT SHOULD BE VISIBLE FROM SALES FLOOR WHEN DOOR IS CLOSED. O G.C. TO PROVIDE FRP PANELS IN THIS AREA -SEE ROOM FINISH SCHEDULE. 10 SEE INTERIOR ELEVATION FOR FINISHES ON SHEET A6.1. 11 PROVIDE MECHO SHADES AT ALL EXTERIOR WINDOWS. SPECIFICATION: MECHO SHADE, 6000 SERIES, 3% OPEN. COLOR: GRAPHITE, WITH HOUSING TO MATCH WINDOW FRAMES. VERIFY WITH OWNER. 12 EM1 TO BE INSTALLED OVER FINISH FLOORING AT ENTRANCE DOOR. 13 PROVIDE F.R. BLOCKING AS REQUIRED BEHIND ALL SHELVING, COUNTERTOPS, CABINETRY, TOILET ACCESSORIES, EQUIPMENT, ETC. 14 ELECTRICAL PANEL. SEE ELECTRICAL. 15 SEE ELECTRICAL DRAWINGS FOR POWER AND DATA FOR ALL FIXTURES. SEE DETAIL 4 ON THIS SHEET FOR TRENCHING DETAIL.. FINISH MARK ITEM MANUFACTURER COLOR/N0. VCT 1 LVT 1 TILE TANDUS CENTIVA US LLC TANDUS CENTIVA US LLC 557 SHOOTING STAR TILE iD LATITUDE LVT CHAMOIS OAK (3606) B 1 BASEBOARD JOHNSONITE #69 STERLING SILVER, MW-69-S4 B 2 BASEBOARD JOHNSONITE #69 STERLING SILVER, DC-69-4 EM 1 ENTRY MAT 3M NOMAD TERRA 8150,SLATE GRAY, REF: 70070974707 ACT 1 CEILING TILE ARMSTRONG DUNE ITEM 2712 WHITE P 1 PAINT BENJAMIN MOORE AURA PAINT COVENTRY GRAY, HC-169 P 2 PAINT BENJAMIN MOORE AURA PAINT CHANTILLY LACE, OC-65 FRP 1 FRP MARLITE P 100 WHITE ROOM # ROOM NAME 100 RETAIL 101 I STORAGE 102 I ACCESSIBLE TOILET MILLWORK GENERAL NOTES 1. CONTRACTOR MUST NOTIFY ARCHITECT / DESIGNER OF ANY DISCREPANCY IN PLANS. FINISH ITEMS CLEARLY SHOWN IN PLANS, BUT OMITTED FROM SCHEDULES OR LEGENDS MUST STILL BE PROVIDED AND INSTALLED BY CONTRACTOR. CONTRACTOR TO VERIFY OMITTED FINISHES WITH ARCHITECT OR DESIGNER PRIOR TO ORDERING PRODUCTS. 2. CABINETMAKER TO COORDINATE AND VERIFY WITH CONTRACTOR FINAL LOCATION FOR CANTILEVERED COUNTERS FOR IN -WALL SUPPORT BRACKETS, PRIOR TO GYPSUM BOARD FINISHING OF WALLS. ALL FINAL INSTALLATION HEIGHTS FOR IN -WALL SUPPORT BRACKETS MUST MEET ALL APPLICABLE ACCESSIBILITY CODES AND STANDARDS WITH COUNTER TOP MATERIAL THICKNESS INCLUDED. 3. MATERIAL COLORS NOT LISTED SHALL BE REQUESTED FROM ARCHITECT / OWNER ON SHOP DRAWING SUBMITTALS OR BY LETTER. 4. ALL UPPERS TO BE LAMINATED TO MATCH BASE CABINETS. BOTH UPPERS AND LOWER CABINETS IN WET AREAS TO HAVE MATCHING PVC EDGE, ALL OTHERS TO HAVE PLASTIC LAMINATE EDGE BANDING U.N.O. 5. ALL CABINETS AND DOORS SHALL BE CONSTRUCTED FROM 3/4" THICK MATERIAL, UNLESS APPROVED PRIOR TO EACH JOB. 6. ALL BASE CABINETS ARE NOT TO RECEIVE WALL BASE UNLESS INDICATED ON FINISH PLANS OR ELEVATIONS. 7. ALL INTERIORS OF CLOSED CABINETS TO BE WHITE MELAMINE / POLYESTER OR APPROVED EQUAL, UNLESS OTHERWISE SPECIFIED. 8. ALL OPEN CABINETS OR SHELVES TO HAVE PLASTIC LAMINATE TO MATCH EXTERIORS. 9. NO 3/4" THICK SHELF SHALL SPAN LONGER THAN 32" WITHOUT SUPPORT. 10. ALL SHELVING TO BE ADJUSTABLE UNLESS OTHERWISE SPECIFIED. 11. ALL FILE PEDESTALS ARE TO BE CONFIGURED FOR "FRONT TO BACK" FILING AND BE ABLE TO ACCEPT METAL HANGERS TO ACCEPT PENDAFLEX TYPE FILE FOLDERS, UNLESS NOTED AS LATERAL. 12. ALL COUNTER TOPS TO BE 24" DEEP, UNLESS OTHERWISE SPECIFIED. COUNTER TOPS TO BE SCRIBED TIGHTLY TO BACK AND SIDE WALLS. 13. ALL BACKSPLASHES TO BE SCRIBED TO WALLS, AND MUST BE FLUSH TO EDGE OF BASE, UNLESS OTHERWISE SPECIFIED. ALL COUNTER TRANSITION SEAMS MUST BE CAULKED SEALED, VERIFY EITHER MATCHING COLOR CAULK OR CLEAR SILICONE. 14. PROVIDE SIDE SPLASHES AT LOCATIONS ADJACENT TO WALLS OR WINDOWS, U.N.O.. 15. FACES OF PIGEONHOLES TO MATCH WORK SURFACE LAMINATE. COLOR OF EDGE BANDING ON ALL DOORS TO MATCH FACE MATERIAL. 16. COUNTER TOPS SHALL HAVE A NOSING OF COUNTER TOP MATERIAL AT LEAST 3" DEEP, WHEREBY THE COUNTER MATERIAL EXTENDS INTO THE INSIDE OF THE CABINET, I.E. OVER THE DOOR (WHEN PRESENT). 17. END PANELS AND FRONT EDGES OF EDGE PANELS WHICH ARE PROUD OF THE INTERIOR CABINET SHALL BE FACED TO MATCH DOOR FRONTS. 18. ALL HINGED DOORS TO HAVE CLEAR SILENCERS TOP AND BOTTOM ON DOOR (NOT CABINET). 19. ALL DRAWERS GUIDES SHALL BE FULL EXTENSION. 20. ALL HINGES SHALL HAVE OPEN ±105°, EXCEPT WHERE CABINETS ARE ADJACENT TO THE WALLS. PROVIDE HINGES WHICH LIMIT THE DOOR SWING TO KEEP THE DOOR PULL FROM DAMAGING THE WALL. 21. MILLWORK VENDOR TO ASSEMBLE AND INSTALL MILLWORK /FIXTURES. 22. ALL MILLWORK IN RETAIL 100 TO BE PROVIDED BY COMCAST VENDOR, ASSEMBLED &INSTALLED. 23. NO FINISH SUBSTITUTIONS MAY BE MADE UNLESS APPROVED BY COMCAST. 24. INSTALL MATERIALS ACCORDING TO MANUFACTURER'S SUGGESTED INSTALLATION AND PREPARATION/ MAINTENANCE SPECIFICATIONS OR BETTER, U.N.O.. 25. WHERE PAINT COLORS CHANGE, CORNERS ARE TO BE CUT -IN FREE OF OVERLAPPING. 26. CONTRACTOR TO VERIFY CONDITIONS AND LEVEL OF FLOOR SO AS TO RECEIVE NEW FINISHES WITHOUT BOWING AT FLOOR OR WALL BASE. CONTRACTOR IS RESPONSIBLE FOR ALL PREPARATION. 27. WHERE FLOOR MOUNTED OUTLETS ARE REQUIRED ON CARPETED AREA, CUT CARPET IN AN "X" OVER FLOOR HOLE AND INSTALL CARPET OVER TOP, DO NOT TRIM CARPET. 28. CONTRACTOR SHALL PROVIDE PRE -FORMED RUBBER BASE. DO NOT CUT OR BEND STRAIGHT BASE TO MAKE CORNERS. 29. FLOOR FINISHES TO CONTINUE UNDERNEATH "OPEN FLOOR" AREAS OF MILLWORK, INCLUDING SINK AREA AND AT ALL UNDER -COUNTER EQUIPMENT AREAS WHICH ARE OPEN TO THE FLOOR. 30. PRIOR TO NEW FLOORING INSTALLATION REMOVE EXISTING FLOOR FINISHES. PATCH AND REPAIR SUB -FLOOR AS REQUIRED. PREPARE FLOORS AND TRANSITIONS AS REQUIRED FOR SMOOTH AND LEVEL FINISH PER APPLICABLE BUILDING CODES. 31. WALL TO HAVE AT LEAST ONE COAT OF COLORED PRIMER AND TWO COATS OF SPECIFIED PAINT FINISH TYPE. PAINT TO BE A LOW VOC UNLESS (U.N.O.) HIGH TRAFFIC/ WEAR ABILITY WITH GOOD SCRUB AND CLEANING ABILITY. VERIFY ALL WITH TENANT OR OWNER PRIOR TO PURCHASING PAINT. 32. PAINT ALL SPEAKER COVERS AND HVAC GRILLS IN GYPSUM BOARD WALLS AND CEILING TO MATCH ADJACENT PAINT COLOR AS SPECIFIED. FIXTURE &FURNITURE SCHEDULE ID TAG � COUNT DESCRIPTION BP-FN-03A 2 EIFFEL CHAIR -GREY BP-FN-04A 3 EIFFEL BARSTOOL -GRAY BP-FN-09 2 METRO CART -BOX DROP BP-FN-10A 2 BENCH SMALL -GRAY BP-XR-04 4 DEVICE TABLE BP-XR-10.1 1 MAIN STAGE BP-XR-12A 3 FREESTANDING TRANSACTION STATION - 42 IN BP-XR-12B 1 ADA POS -INCLUDED CASH DRAWER -KEY #01 BP-XR-15 4 MERCHANDISING NICHE -LARGE BP-XR-19A 1 XFINITY INTERNET WALL - BP-XR CONFIGURATION BP-XR-20 1 XFINITY X1 INFORMATION WALL - BP-XR CONFIGURATION BP-XR-21B 1 XFINITY HOME INFORMATION WALL - BP-XR CONFIGURATION BP-XR-22 1 XFINITY MOBILE INFORMATION WALL - BP-XR CONFIGURATION GF-4896 2 48"x 96"GRAPHIC FRAME W z ^Q I..L W 0 z Q M� W MATERIAL LEGEND �' .� FINISH CLASSIFICATION COMMENTS U POLISH - SEE NOTE VCT: CLASS I POLISH: CLS I 12"X12" TILES, TYP. THROUGHOUT B.O.H. AREA (U.N.O.) PROVIDE ARMSTRONG S-480 [OR EQUAL] COMMERCIAL FLR POLISH. INSTALL PER MFR. RECOMMENDATIONS. 6" X 48" PLANKS, 0.1"THICK. ORDERING: MATTSHIELDS@TARKETT.COM, RETAIL@TARKETT.COM � N/A CLASS I N/A CLASS B / I MONUMENT 4" RUBBER BASEBOARD, TYP. THROUGHOUT RETAIL AREA N/A CLASS B / I TRADITIONAL COVED 4" RUBBER BASEBOARD, TYP. AT TOILET ROOM & B.O.H. N/A CLASS I USED WITH'01BLACK' SUPER DUTY EDGING, REF: SDN220300 N/A EGGSHELL CLASS A 24"X48"TILE WJ TEGULAR EDGE WITHIN PRELUDE ML EXPOSED'T' GRID TYP. THROUGHOUT SALES AREA &TOILET ROOMS (U.N.O.) � Z N/A EGGSHELL N/A THROUGHOUT STORAGE AREA (U.N.O.) 2 4� ,z r� �. w U J Q N W O W � � Y a Q � Q � 0 � = Z � � � �W Q N PEBBLED CLASS C 48" HIGH WALL PROTECTION PANEL FRP, TYP. IN RESTROOM & AT DRINKING FOUNTAIN LOCATION. Preliminary Issue: 1 O/13/2022 Landlord Review: 10/20/2022 Bid Issue: 10/20/2022 ROOM FINISH SCHEDULE Permit Issue: 10/20/2022 Construction Issue: 10/20/2022 WALLS FLOOR BASE NORTH EAST SOUTH WEST CEILING FIXTURE PLAN, MATL FIN MATL FIN MATL FIN MATL FIN MATL FIN MATL FIN MATL FIN HEIGHT REMARKS F I N I S H E S VINYL LVT 1 RUBBER B 1 RUBBER B 2 GYP. BD. P 1 GYP. BD. P 2 GLASS P 1 GYP. BD. GYP. BD. P 1 P 2 GYP. BD. P 1 GYP BD P 2 ACT 9'-10" 9'-10" VINYL VCT 1 GYP BD P 2 GYP BD ACT Comm. Number 81-2192 P 1 P 1 P 1 P 1 Date 1 O/2O/2022 VINYL VCT 1 RUBBER B 2 GYP. BD. GYP. BD. GYP. BD. GYP. BD. GYP BD P-2 8'-0" FRP T.O. BASE TO 48" A.F.F FRP 1 FRP 1 FRP 1 FRP 1 Drawn By RFV Checked By RFV A4.1 r N 0 T T N N 0 N 0 N O T TV MOUNTING LOCATION LEGEND EQ m EQ � EQ C� w C� C� w w0 65" SCREEN EQ EQ + C� O w CENTER TV IN OPENING INTERNET MAIN STAGE CONNECTED HOME BP-XR-19A ENTERTAINMENT MOBILE BP-XR-10.1 BP-XR-21 A BP-XR-19B BP-XR-20 BP-XR-22 y�e�►r_te:� �-�:��i►i��-��a�i�z•�:�i��r:��ra�>t �-�e'rr MAIN STAGE. MILLWORK PROVIDED BY XFINITY VENDOR. ASSEMBLED &INSTALLED BY G.C. FLAT SCREEN T.V. MOUNTED ON FIXTURE — p 1 MILLWORK PROVIDED BY XFINITY VENDOR. �lO�� C� ASSEMBLED &INSTALLED BY G.C. P 1 L��C�fr��OG��C�� P 1 P 1 P1 � / EQ � � EQ � � O C7 E J WALL \ � z o � o � M W za MOUNTED � � T v � v ,� � � MOUNTED z � m m GRAPHIC P 1 \� � � rn � � O � GRAPHIC PANEL � � � 00 0 PANEL i T m ao m Q � � ~ GF-4896 0 00 � � '� � GF-4896 INTERNALLY ILLUMINATED TENANT SIGN. MOUNTED TO BUILDING z / w � \ � BP-XR-10.1 � � w � FACADE. SIGN CONTRACTOR TO PROVIDE SHOP DRAWING IN w \ � � z ACCORDANCE WITH ALL LANDLORD CRITERIA PRIOR TO FABRICATION. z � "I m ca~i, � ALL SIGNS TO BE IN ACCORDANCE WITH MALL CRITERIA AND LOCAL �'' REQUIREMENTS , AND TO BE INSTALLED UNDER SEPARATE PERMIT. C° O m B1 BP-XR-22 BP-XR-20 B1 BP-XR-12B B1 � O °° BP-XR-15 BP-XR-15 I NT DO NOT INSTALL WALL BASE BEHIND WALL FIXTURES. ALIGN WITH CENTER OF STOREFRONT DOOR. INSTALL BASE OVER THE TOE KICKS OF CABINETS. SOUTH ELEVATION NORTH ELEVATION N 6'-4" �� L � ENLARGED TOILET PLAN J ✓V IVV I IIVV InLL VVnLL L.lnVL uLl IIIV✓ VVnLL I I/\I VI\LV. INSTALL BASE OVER TOE KICKS OF CABINETS. J U Z_ N W E s O P1 6"� 3' - 0" z � 1'-0"� 2'-OI' J � U - WATER HEATER MOUNTED ABOVE CEILING 10 O FRP 1 � m � 4 �� U `��" H w o Q � ow[ lai 1 O� �� O w o ~O � X w 13 C° Q� O M s � � Q > M � � X � C3 � a� Q z - U � ch r � -' � � J O r` Z � � � _ LL w � � CLEAR FLOOR SPACE B 2 REO'D. -SEE SHT A0.2 FOR ADD'L INFO TOILET ELEVATION EAST WEST ELEVATION TACTILE EXIT SIGN. SEE A0.2 FOR REQUIREMENTS. C7 z J_ O w ,- U �L EXISTING CONSTRUCTION FINISH TO REMAIN (TYP) EXIT SIGN /EXISTING TEMPERED CLEAR GLASS DOOR - CLEAN TO LIKE NEW CONDITION � � 0 �� I EXISTING STOREFRONT SYSTEM TO REMAIN -CLEAN TO LIKE NEW CONDITION EAST ELEVATION EXISTING STOREFRONT SYSTEM TO REMAIN -CLEAN TO LIKE NEW CONDITION TOILET ROOM GENERAL NOTES 1. OPERABLE PARTS OF ALL ACCESSORIES SHALL COMPLY WITH ALL APPLICABLE ACCESSIBILITY CODES AND STANDARDS. REFER TO SHEET A0.2 FOR ADD'L INFORMATION. 2. WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES AND SINKS. 3. ALL PLUMBING WORK SHALL BE IN ACCORDANCE WITH LOCAL AND NATIONAL CODES. 4. ALL HOT WATER LINES SHALL BE PROPERLY INSULATED, SEE PLUMBING DRAWINGS. 5. ALL PLUMBING CLEAN -OUTS SHALL BE INSTALLED WHERE READILY ACCESSIBLE. CONTRACTOR SHALL COORDINATE ALL CLEAN -OUT LOCATIONS WITH EOIPMENT, AND CABINETS. WATER HEATER MOUNTED ABOVE CEILING L/�IJIIIVV VLf1LIIVV JIJILIVI TO REMAIN -CLEAN TO LIKE - NEW CONDITION STOREFRONT ELEVATION TOILET ROOM KEYNOTES L/�IJ I IIVV I LIVIr LIILLJ VLLf11l VL/-1JJ L/�W I IIVV VL/'1LIIVV JYSTEM TO DOOR TO REMAIN -CLEAN TO LIKE REMAIN -CLEAN TO LIKE -NEW NEW CONTITION. CONDITION �j WATER CLOSET -FULLY ACCESSIBLE, FLOOR MOUNTED WITH FLUSH VALVE ON APPROACH ©SOAP DISPENSER -WALL MOUNTED, BOBRICK B-2111. SIDE OF W.C.. O7 ThinAir HAND DRYER MODEL# TA-SB STAINLESS. OLAVATORY -FULLY ACCESSIBLE, WALL HUNG, SELF RIMMING PORCELAIN SINK WITH WRIST ®SANITARY NAPKIN DISPOSAL &TOILET TISSUE DISPENSER, RECESSED BOBRICK B-3094. BLADE FAUCET CONTROLS. - O NOT USED. O NOT USED. O GRAB BARS -TOILET COMPARTMENT TWO WALL GRAB BAR - BOBRICK B-6806, 42"x1-112" & 10 MIRROR - 48" H x 24" W "FIRST QUALITY MIRROR". MOUNT WITH REFLECTIVE SURFACE AT 40" AFF MAX. B-6806, 36"X1-1/2" DIAMETER GRAB BAR, WITH BOBRICK B-2583 CONCEALED ANCHOR PLATES. 18" GRAB BAR -TOILET COMPARTMENT VERTICAL SIDE GRAB BAR, BOBRICK 11 TACTILE SIGNAGE -SEE SHEET A0.2 FOR ADD'L INFORMATION. B-6806x18" X 1-1/2" DIAMETER GRAB BAR WITH BOBRICK B-2583 CONCEALED ANCHOR PLATES. 12 WATER HEATER INSTALLED ABOVE CEILING. NOT USED. 13 INSULATED PIPE. SEE PLUMBING. NOTE: SEE SHEET A4.1 FOR ROOM FINISH INFORMATION. P1 10 `� 6 � O FRP1 �� O � W � � ao U rQ � � �-� � o0 � i 2 � � CLEAR FLOOR SPACE o m w � REO'D. -SEE SHT A0.2 � � � � FOR ADD'L INFO � 13 � U N � � � 6" 8" B 2 MA 11"MIN TOILET ELEVATION SOUTH P1 7 o � �� FRP 1 O � o � J � m �a w O B2 TOILET ELEVATION WEST m LL O O z_ J W U O 00 WATER HEATER MOUNTED ABOVE CEILING P1 3'-6" 18"VERTICAL GRAB BAR - '� WHEN REO'D BY CODE FRP 1 4 w U O � � H � O o� �; F z � � � o, �„_9„ T � � � � TOILET ELEVATION NORTH �1'-0" 3'-4" I B2 I C7 z_ O J w � O Do m w O RECEIVED Oct 21 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT INTERIOR ELEVATIONS & ENLARGED TOILET PLAN Comm. Number $1-2192 O M T 0 T N N O N O N O T LEASE LINE I ANnI (�RF) FI FC:TRICAI nISTRIRl1Tl(�N rry�i►_�i+��y�_�� T �J POWER RISER DIAGRAM NTS NOTE: ELECTRICAL SYSTEM SHALL BE GROUNDED AND BONDED PER NEC REQUIREMENTS AND AUTHORITY HAVING JURISDICTION. POWER RISER DIAGRAM NOTES TENANT RESPONSIBILITIES O EXISTING 208Y/120V, 3PH, 4W, LANDLORD ELECTRICAL DISTRIBUTION. FIELD VERIFY EXISTING CONDITIONS PRIOR TO BID. OEXISTING 200A/3P CIRCUIT BREAKER IN LANDLORD ELECTRICAL DISTRIBUTION EQUIPMENT. FIELD VERIFY EXISTING CONDITIONS PRIOR TO BID. O EXISTING METER TO REMAIN. FIELD VERIFY EXISTING CONDITIONS PRIOR TO BID. O EXISTING 2"C.-4#3/0, 1#6 GROUND. FIELD VERIFY EXISTING CONDITIONS PRIOR TO BID. ONEW 208Y/120V, 3 PHASE, 4 WIRE ELECTRICAL PANEL 'LA'. SEE PANEL BOARD SCHEDULE THIS SHEET. NOTE; EXISTING CONDITIONS WERE TAKEN FROM LIMITED SITE SURVEY INFORMATION PROVIDED. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS. COORDINATE WITH LANDLORD CONSTRUCTION PROJECT MANAGER PRIOR TO INSTALLATION AND BIDS. NEW PANEL 'LA' Location: Stockroom 208/120 Volt, 30, 4w Mounting: Surface Main: MCB 225A Circuit Description KVA CB NO. NOTE A B C NOTE NO. CB KVA Circuit Description XRTU-1 3.2 30/3 1 B X 2 20/1 0.6 INTERNET ZONE WALL /FLOOR OUTLETS 3.2 3 X 4 20/1 0.8 CONNECTED HOME FIXTURE X 8 30/2 2. � IWH-1 STOREFRONT RECEPTACLES 0.4 20/1 7 X STOREFRONT SIGN 1.2 20/1 9 X 10 20/1 0.6 MOBILE WALL FIXTURE SPARE 20/1 11 X 12 20/1 0.4 PAYMENT KIOSK SALES AREA LIGHTING 0.6 20/1 13 A X 14 20/1 0.9 CONSULT TABLES (x2) /DEVICE TABLE TIME CLOCK 0.2 20/1 15 X 16 20/1 0.6 CONSULT TABLES /DEVICE TABLE STORAGE ROOM LIGHTING 0.2 20/1 17 A X 18 20/1 0.4 DEVICE TABLES (x2) TOILET ROOM LIGHTING / XEF-1 0.2 20/1 19 A X 20 20/1 0.4 ADA TRANSACTION STATION MAIN STAGE FIXTURE 0.4 20/1 21 X 22 20/1 0.6 ENTERTAINMENT WALL FIXTURE TOILET ROOM GFCI 0.2 20/1 23 X 24 20/1 0.8 SALES AREA CONV. RECEPTACLES REFRIGERATOR 1.2 20/1 25 X 26 20/1 0.4 STORAGE AREA RECEPTACLES MICROWAVE 0.6 20/1 27 X A 28 20/1 0.4 SERVER RACK BREAK COUNTER RECEPTACLE 0.2 20/1 29 X A 30 20/1 0.4 SERVER RACK MANAGER'S DESK RECEPTACLE 0.4 20/1 31 X 32 SPACE MANAGER'S DESK RECEPTACLE 0.4 20/1 33 X 34 SPACE SPARE 20/1 35 X 36 SPACE SPARE 20/1 37 X 38 SPACE SPARE 20/1 39 X 40 SPACE SPARE 20/1 41 X 42 SPACE A B C CONNECTED KVA: 27.3 10.4 9.0 7.9 DESIGN DEMAND KVA: 30.2 CONNECTED HIGH PHASE AMPS: 86.7 DESIGN DEMAND AMPS: 84.0 PANEL NOTES: A -PROVIDE CIRCUIT BREAKER WITH LOCK -ON DEVICE. B -PROVIDE HACR CIRCUIT BREAKER BALANCE PHASE LOADS TO WITHIN 10% OF EACH OTHER. TENANT LOAD SUMMARY CONNECTED KVA DESIGN FACTOR DESIGN DEMAND KVA LIGHTING 0.9 1.25 1.1 RECEPTACLES 8.5 1.0 8.5 SIGN 1.2 1.25 1.5 WATER HEATER 4.2 1.0 4.2 HVAC -LARGEST 9.6 1.25 12.0 HVAC -REMAINING 0.1 1.0 0.1 HVAC -NON COINCIDENT 0.0 1.0 0.0 MISCELLANEOUS 2.8 1.0 2.8 TOTAL KVA: 27.3 30.2 TOTAL AMPS: 75.8 84.0 ELECTRICAL SYMBOLS LIGHTING CONTROL DESCRIPTION MOUNTING WIRING DEVICE DESCRIPTION MOUNTING BRANCH CIRCUITING x SWITCH, WHERE "X" CAN BE 46" � RECEPTACLE OPTIONS DENOTED BY "X", WHERE "X" ONE OF THE FOLLOWING: CAN BE ONE OF THE FOLLOWING: LP-1-1 � PANEL NAME 1,3,5 � CIRCUIT NUMBERS) 2 = DOUBLE POLE IG =ISOLATED GROUND GROUND CONDUCTOR 3 = THREE WAY GFI =GROUND FAULT INTERRUPTER � NEUTRAL CONDUCTOR 4 = FOUR WAY TR =TAMPER RESISTANT K = KEYED SS =SURGE SUPPRESSOR PHASE CONDUCTORS LV = LOW VOLTAGE WP =WEATHERPROOF 3/4" #6 MC = MOMENTARY WITH RTC USB =COMBINATION USB RECEPTACLE CONDUIT AND WIRE SIZE OS = OCCUPANCY SENSOR (blank) =STANDARD RECEPTACLE LESS (blank) - SINGLE POLE N10TED OTHEIRWIS x SIMPLEX RECEPTACLE, NORMAL POWER 18" sooty DIMMER SWITCH, OPERATING 46" � x DUPLEX RECEPTACLE, NORMAL POWER 18" WATTAGE INDICATED x DUPLEX RECEPTACLE, UPS POWER 18" LIGHT FIXTURE DESIGNATOR, REFER TO LIGHT SWITCH WITH PILOT LIGHT 46" A��FIXTURE SCHEDULE FOR TYPE AND VOLTAGE x DUPLEX RECEPTACLE, EMERGENCY POWER 18" � � a�SWITCH osx osx OCCUPANCY SENSOR, WHERE 96" OR 6" BELOW �x FOURPLEX RECEPTACLE 18" CIRCUIT NUMBER Y Y "Y" IS THE RATED AREA OF FINISHED CLG WHICH LEG COVERAGE AND "X" IS ONE OF EVER IS LOWER THE FOLLOWING: � FLOOR OUTLET BOX, DT =DUAL TECHNOLOGY POWER, VOICE AND/OR DATA EXAMPLE: US =ULTRASONIC ANEL BOUNDARY LINE. CIRCUIT PIR =PASSIVE INFRARED 10-30R ALL DEVICES WITHIN THIS BORDER SPECIAL PURPOSE RECEPTACLE, WITH NEMA CONFIGURATION NOTED 18" - - - - TO THE PANELS) INDICATED. 46" p® DAYLIGHT SENSOR, WHERE "X" CLG. GFI >� DUPLEX GFI RECEPTACLE x IS THE TYPE OF SENSOR PS -A MULTIOUTLET ASSEMBLY, REFER TO SPEC I 4A I MOUNTED AT 46" AFF, WIRED FOR TYPE AND RECEPTACLE SPACING I I TO PANEL LP-1-1 A, CIRCUIT 4. DISCONNECT SWITCH, NON -FUSED IG � ISOLATED GROUND DUPLEX 7 RECEPTACLE MOUNTED AT 18" DESIGN PRESENTATION DESCRIPTION I � I_I DISCONNECT SWITCH, FUSED AFF, WIRED TO PANEL LP-1-1, I I CIRCUIT 7. I I O KEY NOTE, REFER TO LIST OF KEY NOTES MS MOTOR STARTER SWITCH WITHOUT 1 DUPLEX RECEPTACLE MOUNTED IG AT 18" AFF, WIRED TO PANEL ON THE SAME PLAN � 54» OVERLOAD PROTECTION LP-1-1,_LP-1-1A, ELP-1-1 ELP-1-1, CIRCUIT 1. O FEEDER NOTE, REFER TO FEEDER SCHEDULE Mss � MOTOR STARTER SWITCH WITH 54" ON THE SAME PLAN OVERLOAD PROTECTION DRAWING REVISION NOTE EF-1 MAGNETIC MOTOR STARTER WITH ® EQUIPMENT NUMBER INDICATED CONCEALED RACEWAY EF-1 COMBINATION MOTOR STARTER AND POWER DISTRIBUTION NAMING CONVENTION Q ©©❑ ❑ - Q - Q Q �' � �`. RACEWAY INSTALLED BELOW � FUSED DISCONNECT WITH EQUIPMENT FINISHED GRADE/UNDER SLAB NUMBER INDICATED EXPOSED RACEWAY AHU EQUIPMENT TAG (REFER TO EQUIPMENT � EQUIPMENT ID: SINGLE TUB SCHEDULE) "A" SECOND TUB RACEWAY UP "B" THIRD TUB RACEWAY DOWN 208/120 VOLT PANELBOARD EQUIP. NUMBER: "1" FIRST PANEL "2" SECOND PANEL, ETC... CONDUIT STUB, BUSHED AND CAPPED ® 480/277 VOLT PANELBOARD FLOOR NUMBER UNDERFLOOR DUCT, POWER AND Q TERMINAL CABINET (ADDITIONAL SPACE AS NEEDED) COMMUNICATIONS RACEWAYS ANNUNCIATOR PANEL EQUIPMENT TYPE: "P" BRANCH CIRCUIT PANELBOARD "D" DISTRIBUTION PANEL "T" TRANSFORMER "SB" SWITCHBOARD FIRE ALARM DESCRIPTION MOUNTING "SG" SWITCHGEAR "MCC" MOTOR CONTROL CENTER MISCELLANEOUS DESCRIPTION MOUNTING "SUB" SUBSTATION "ATS" AUTOMATIC TRANSFER SWITCH ❑ x FIRE ALARM DEVICE, WHERE "X" CAN BE "MTS" MANUAL TRANSFER SWITCH JUNCTION BOX, RECESSED WALL ONE OF THE FOLLOWING: "L" SERVICE VOLTAGE: 208 OR 208/120 VOLTS O JUNCTION BOX, RECESSED CEILING (blank) FIRE ALARM MANUAL PULL STATION 46" "H" 480 OR 480/277 VOLTS K FIRE ALARM MANUAL KEYED STATION 46" PUSHBUTTON 46" H THERMAL DETECTOR ELECTRICAL SYSTEM: NORMAL (UTILITY) P PHOTOELECTRIC SMOKE DETECTOR "E" EQUIPMENT "C" Tc TIME CLOCK DS DUCT SMOKE DETECTOR CRITICAL "S" LIFE SAFETY FL SPRINKLER VALVE FLOW SWITCH "T" TECHNOLOGY MM MONITOR MODULE "U" UPS C1 CONTACTOR CM CONTROL MODULE D MAGNETIC DOOR HOLDER cx COAX OUTLET TS DUCT DETECTOR REMOTE TEST STATION 80" H �� FIRE ALARM HORN 90" OR 6" BELOW SECURITY DESCRIPTION MOUNTING FINISHED CEILING EVER IS WHICH LOWER ELECTRICAL SHEET INDEX S F �� FIRE ALARM SPEAKER 90" OR 6" BELOW ❑ x SECURITY DEVICE, WHERE "X" CAN BE FINISHED CEILING WHICH ONE OF THE FOLLOWING: EVER IS LOWER E0.0 -ELECTRICAL SYMBOL LEGEND, POWER RISER I�O FIRE ALARM STROBE 90" OR 6" BELOW DIAGRAM AND PANEL SCHEDULES DC =MAGNETIC DOOR CONTACTS FINISHED CEILING WHICH ODC =MAGNETIC OVERHEAD DOOR CONTACTS EVER IS LOWER E1.0 -LIGHTING PLAN &LIGHT FIXTURE SCHEDULE GB -GLASS BREAK DETECTOR H MD =MOTION DETECTOR F FIRE ALARM HORN WITH 90" OR 6" BELOW CR =CARD READER 46" STROBE FINISHED CEILING WHICH E2.O -POWER AND LOW VOLTAGE PLAN KP =KEYPAD 46" EVER IS LOWER s E2.1 -FIXTURE ELEVATION DETAILS COMMUNICATIONS DESCRIPTION MOUNTING ,Q, I--LF KI FIRE ALARM SPEAKER WITH g0" OR 6" BELOW STROBE FINISHED CEILING WHICH EVER IS LOWER E3.0 -ELECTRICAL SPECIFICATIONS Ia DATA OUTLET 18" N F FIREFIGHTER PHONE 46" JACK �� FIRE ALARM BELL 80" SPRINKLER VALVE POSITION SWITCH MECHANICAL EQUIPMENT SCHEDULE EQUIPMENT TAG EQUIPMENT NAME VOLT/ PHASE CONDUIT - WIRE STARTER BY STARTER SIZE STARTER TYPE STARTER LOCATION DISCONNECT BY DISCONNECT SIZE DISCONNECT TYPE DISCONNECT LOCATION FUSE SIZE PANEL CIRCUIT NUMBER NOTE MCA MOCP HP KW XEF-1 EXISTING EXHAUST FAN 120/1 79W 3/4"C.-2#12, 1 #12 GND. N/A N/A EXISTING WALL SWITCH RESTROOM N/A LA 19 IWH-1 INSTANTANEOUS WATER HEATER 208/1 4.2 3/4"C.-2#10, 1#10 GND. N/A N/A DIVISION 16 30A/2P NEMA 1 AT UNIT N/A LA 6,8 XRTU-1 EXISTING ROOFTOP UNIT 208/3 26 30 1-1/4"C.-3#3, 1#8 GND. EXISTING EXISTING EXISTING EXISTING AT UNIT N/A LA 1,3,5 1 SCHEDULE NOTES: 1. INTERCEPT EXISTING CONDUIT AND BRANCH FEEDERS AND EXTEND TO NEW ELECTRICAL PANEL AS INDICATED. RECEIVED Oct 21 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT HALLBERG ENGINEERING Mechanical/Electrical Consulting Engineers 1750 Commerce Court White Bear Lake, MN 55110 (651) 748-1100 •Fax (651) 748-9370 10/20/2022 04/22/2022 �� w U w aaN 0 � Y� � Q a Qrn� �� o �=z z ONO Q �M� 00 QN�W O .� U N �� Preliminary Issue: 10/20/2022 Bid Issue: 10/20/2022 Landlord Issue: 10/20/2022 Permit Issue: 10/20/2022 Construction Issue: - ELECTRICAL SYMBOL LEGEND AND TITLE SHEET Comm. Number R22-4301.020 Date 10/20/2022 Drawn By LV/BJK Checked By DJQ/PJF E0.0 �\�/ � \II 8 u LA-9 �7A LA-13b EX1 LA-13� O 7 LA-7 F7A LA-13a F7A LA-13b F7A LA-13a LA-7 LIGHTING PLAN LIGHTING PLAN GENERAL NOTES A. MOUNTING TYPES INDICATED FOR EXIT LIGHTS (WALL, CEILING, ETC.) ARE INTENDED TO BE DIAGRAMMATIC ONLY TO INDICATE REQUIRED LOCATIONS. ELECTRICAL CONTRACTOR SHALL PROVIDE SPECIFIC TYPES OF MOUNTING HARDWARE AS REQUIRED BY FIELD CONDITIONS. B. IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO DETERMINE THE TYPE OF CONSTRUCTION INTO WHICH EACH LIGHTING FIXTURE WILL BE INSTALLED AND TO FURNISH THE APPROPRIATE MOUNTING HARDWARE AND ACCESSORIES. SUCH APPURTENANCES ARE FURNISHED AND INSTALLED FOR ALL LIGHTING FIXTURES WHETHER SUPPLIED BY OWNER OR BY CONTRACTOR. C. EXPOSED RACEWAYS SUPPLYING LIGHTING FIXTURES (AND ALL OTHER ITEMS) SHALL BE INSTALLED PARALLEL OR PERPENDICULAR TO BUILDING WALLS. WHERE OFFSETS, "KICKS", ETC. ARE REQUIRED TO AVOID OBSTACLES ARE REQUIRED, THESE SHALL BE DONE IN A WORKMANLIKE MANNER WITHOUT KINKS, "DOGLEGS", ETC. D. INSTALLATION OF LIGHTING FIXTURES SHALL BE CAREFULLY COORDINATED WITH ARCHITECTURAL AND MECHANICAL DRAWINGS TO AVOID CONFLICTS WITH DUCTWORK, ARCHITECTURAL FEATURES, ETC.. WHERE CONFLICTS ARISE, CLARIFY WITH ARCHITECT PRIOR TO PROCEEDING WITH INSTALLATION. E. BASED ON LIGHTING MANUFACTURERS PUBLISHED DATA, EMERGENCY BATTERY LIGHTS ARE LOCATED TO PROVIDE ONE (1) FOOT CANDLE ALONG THE MEANS OF EGRESS. F. THIS CONTRACTOR SHALL MEET IN THE FIELD WITH FIRE INSPECTOR TO AIM AND ADJUST EMERGENCY LIGHTS AS HE DEEMS NECESSARY. CONTRACTOR SHALL ADD ADDITIONAL BATTERY LIGHTS AND EXIT SIGNS WHERE THE FIRE INSPECTOR SO DESIRES. G. RECESSED AND HIDDEN CONDUIT WILL BE AT ALL TENANT CONSTRUCTED DROPPED CEILINGS/SOFFITS, FITTING ROOM AREAS AND BACK DOOR/OFFICE AREA. H. RUN ALL EXPOSED CONDUIT IN A NEAT, WORKMANLIKE MANNER PARALLEL TO THE BUILDING LINES, DUCT WORK, TIGHT TO THE WALL AND CEILING SURFACES, AND FIRMLY SUPPORT WITH CONDUIT CLAMPS OR HANGERS. PROVIDE TWO (2) HOLE MOUNTING STRAPS, MINIMUM THREE (3) FEET ON CENTER, FOR ALL SURFACE CONDUIT MOUNTED ON WALLS LESS THAN SIX (6) FEET ABOVE FINISHED FLOOR. PLACE CONDUITS AT LEAST 8" AWAY FROM ALL HOT PIPING AND SURFACES INCLUDING DOMESTIC HOT WATER LINES. I. REFER TO ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHTS. J. REFER TO E0.0, ELECTRICAL SYMBOL LEGEND FOR BRANCH CIRCUITING AND FIXTURE LABELING CHARACTERICS. K. ALL 120 VOLT BRANCH CIRCUITS IN EXCESS OF 75' SHALL HAVE CONDUCTOR SIZE INCREASED A MINIMUM OF 1 CONDUCTOR SIZE. INSTALLING CONTRACTOR SHALL DETERMINE ACTUAL CONDUCTOR SIZE TO BE INSTALLED TO ADHERE TO VOLTAGE DROP REQUIREMENTS. L. 'NL' ADJACENT TO LIGHT FIXTURES INDICATES THAT LIGHT FIXTURE IS TO BE UTILIZED AS A NIGHT LIGHT FIXTURE AND SHALL REMAIN ON 24/7. LIGHTING PLAN KEYED NOTES O 1. LOCATION OF TENANT ELECTRICAL PANEL 'LA'. REFER TO ELECTRICAL PANEL SCHEDULE AND POWER RISER DIAGRAM ON SHEET E0.0 FOR ADDITIONAL INFORMATION. 2. PROVIDE WALL SWITCHES a, AND b FOR CONTROL OF SALES AREA LIGHTING. LOWER CASE LETTER INDICATES LIGHT FIXTURE TO BE CONTROLLED. 3. PROVIDE 4 CHANNEL TIMECLOCK (TC1) INTERMATIC MODEL #ET2145C FOR MASTER CONTROL OF EXTERIOR SIGNAGE, SHOW WINDOW RECEPTACLES AND SALES AREA LIGHTING. TIME CLOCK 1 SHALL CONTROL SIGN CIRCUITS, SHOW WINDOW RECEPTACLE CIRCUITS, AND SALES AREA LIGHTING. REFER TO DETAIL 2 ON THIS SHEET. COORDINATE SETTINGS WITH STORE OPERATIONS. 4. EXIT SIGNS AND EMERGENCY LIGHTING CIRCUITS ARE TO BE WIRED AHEAD OF ALL SWITCHING AND CONTACTORS. 5. IF NOT EXISTING, PROVIDE WALL MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSOR WATTSTOPPER: DW-100-24. OCCUPANCY SENSOR SHALL CONTROL FAN AND LIGHT PROVIDE BZ-50 POWER PACKS AND ADDITIONAL WIRING AS REQUIRED. COORDINATE WITH MANUFACTURER. SET OCCUPANCY SENSOR TIMER TO 15 MINUTES. REUSE ECISTING IF APPLICABLE. 6. PROVIDE CEILING MOUNTED 360' DUAL TECHNOLOGY OCCUPANCY SENSOR. WATTSTOPPER: DT-305. PROVIDE BZ-200 POWER PACKS, AND ADDITIONAL WIRING AS REQUIRED. COORDINATE WITH MANUFACTURER. SET OCCUPANCY SENSOR TIMER TO 15 MINUTES. 7. PROVIDE (1) DUPLEX RECEPTACLE ABOVE SHOW WINDOW FOR EACH 12 FEET OR MAJOR FRACTION THEREOF OF SHOW WINDOW AREA MEASURED HORIZONTALLY AT ITS MAXIMUM WIDTH. COORDINATE EXACT MOUNTING METHOD AND LOCATION. 8. PROVIDE J-BOX AND DISCONNECTING MEANS FOR CONNECTION TO NEW EXTERIOR TENANT SIGNAGE. COORDINATE EXACT REQUIREMENTS WITH SIGN VENDOR. SIGN CIRCUITS TO BE CONTROLLED BY TIMECLOCK 'TC1'. REFER TO KEY NOTE 3 AND DETAIL 2 THIS SHEET FOR FURTHER INFORMATION. 9. EXISTING EXHAUST FAN TO REMAIN. LIGHT FIXTURE SCHEDULE FIXT. LIGHT DESCRIPTION MANUFACTURER MOUNTING LAMP LAMP TYPE WATTS VOLTAGE QTY TYPE MODEL NUMBER QTY 16 F7A LAY -IN 2X4 LED LIGHT POWER SECURE LIGHTING RECESSED 1 40W LED PANEL 40W 120 FP24/840/50P/WH 8 EM1 EMERGENCY BUGEYE, 2X3W LED HEADS. LIGHT ALARMS SURFACE 2 INTEGRAL 4W LED 6W 120 EVHC-06 1 EX1 EDGELIT LED EXIT SIGN, SINGLE FACE RED BEST LIGHTING ACT/ - INTEGRAL 2.3W LED 2.3W 120 LETTERS, CLEAR PANEL, ALUMINUM HOUSING. ELXTEU-1-R-C-A-EM SURFACE EMERGENCY BATTERY BACK-UP. LIGHT FIXTURE SCHEDULE NOTES: 1. VOLTAGES TO BE REVIEWED AND CONFIRMED. 2. ALL FINISHES TO BE CONFIRMED BY ARCHITECT. 3. ALL LIGHTS ARE TO BE PROVIDED WITH REQUIRED HARDWARE FOR MOUNTING, AND ANY AUXILLIARY DRIVERS OR GEAR FOR A FULLY FUNCTIONAL LUMINAIRE READY FOR FINAL HOOK-UP PROVIDED BY CONTRACTOR. 4. FOR ANY LUMINAIRES REQUIRING A PAINT FINISH OR MATERIAL FINISH CONFIRMATION, MANUFACTURER TO PROVIDE FINISH SAMPLES FOR APPROVAL PRIOR TO PRODUCTION. 5. FOR TRACK MOUNTED FIXTURES, PROVIDE WITH 120V, SINGLE CIRCUIT TRACK (CONTECH CAT.# LT-6-S). LA-7 SHOW WINDOW RECEPTACLES LA-9 STOREFRONT SIGNAGE LA-13 SALES AREA LIGHTING LA-15 NEUTRAL TIME CLOCK CONTROL DIAGRAM NOT TO SCALE RECEIVED Oct 21 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT HALLBERG ENGINEERING Mechanical/Electrical Consulting Engineers 1750 Commerce Courf White Bear Lake, MN 55110 (651) 748-1100 � Fax (651) 748-9370 � i, 10/20/2022 04/22/2022 �� W U aaN w� Y�� Q a�� Quo �=z ONO � M Q N W a� c� 0 Q �L U N O Z Preliminary Issue: 10/20/2022 Bid Issue: 10/20/2022 Landlord Issue: 10/20/2022 Permit Issue: 10/20/2022 Construction Issue: - LIGHTING PLAN Comm. Number R22-4301.020 Date 10/20/2022 Drawn By LV/BJK Checked By DJQ/PJF E1.0 2 L -LJ O 44" GFCI 3 L -27 LA-30 44" GFCI 60" L -29 LA-28 44» 1O 60„ NEW PANEL 'LA' T� LA— 5 LA-26 O LA-31 11 IQx3 LA-33 60" LA-33 � — — — — — � 14 XRTU 1 � — — — — — J IN ILA- 21 LA-23 12 EXIST. GFCI � IQXz 11 � X� 10 �� LA-26 @1 � LA-24 I �� III �� I � � II � � POWER AND LOW VOLTAGE PLAN 48" O-O COMCAST SERVER CABINET BRANDED PARTNER SERVER CABINET �� QUAD QUAD OUTLET OUTLET PHONE MODEM SECURITY SECURITY 5'-0" COAX TELEPHONE BOARD NOT TO SCALE POWER AND LOW VOLTAGE PLAN GENERAL NOTES A. ALL JUNCTION BOXES AND DISCONNECT SWITCHES LOCATED ABOVE INACCESSIBLE CEILINGS SHALL BE MADE ACCESSIBLE THROUGH THE INSTALLATION OF ACCESS PANELS. COORDINATE EXACT REQUIREMENTS WITH G.C. ON SITE. E.C. SHALL ROUTE CONDUIT IN ORDER TO MINIMIZE THE NEED FOR EXTRANEOUS JUNCTION BOXES. B. CONTRACTOR SHALL SCHEDULE ANY POWER SHUTDOWNS WITH THE LANDLORD AT LEAST ONE MONTH PRIOR. C. PENETRATIONS OF FIRE RATED WALLS SHALL BE SEALED TO PRESERVE THE INTEGRITY OF THE FIRE RATING FOR WHICH THE WALL IS DESIGNED. MATERIALS AND METHODS USED FOR FIRESTOPPING SHALL COMPLY WITH APPLICABLE BUILDING AND FIRE CODES. D. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS AND QUANTITIES FOR ELECTRICAL DEVICES. CONTRACTOR SHALL COORDINATE OUTLET LOCATIONS AND MOUNTING HEIGHTS WITH ARCHITECTURAL ELEVATIONS PRIOR TO ANY INSTALLATIONS. E. ELECTRICAL WORK IN THE SALES AND PUBLIC AREAS SHALL BE CONCEALED. NO EXPOSED CONDUIT OR JUNCTION BOXES. COORDINATE WITH ARCHITECTURAL DETAILS FOR ROUTING OF CONDUITS AND BOX LOCATIONS. F. AC, BX, AND ROMEX TYPE WIRING IS NOT ALLOWED. MC CABLE ALLOWED IN CONCEALED AREAS. G. RECESSED AND HIDDEN CONDUIT WILL BE AT ALL TENANT CONSTRUCTED DROPPED CEILINGS/SOFFITS AND BACK DOOR/OFFICE AREA. H. RUN ALL EXPOSED CONDUIT IN A NEAT, WORKMANLIKE MANNER PARALLEL TO THE BUILDING LINES, DUCT WORK, TIGHT TO THE WALL AND CEILING SURFACES, AND FIRMLY SUPPORT WITH CONDUIT CLAMPS OR HANGERS. PROVIDE TWO (2) HOLE MOUNTING STRAPS, MINIMUM THREE (3) FEET ON CENTER, FOR ALL SURFACE CONDUIT MOUNTED ON WALLS LESS THAN SIX (6) FEET ABOVE FINISHED FLOOR. PLACE CONDUITS AT LEAST 8" AWAY FROM ALL HOT PIPING AND SURFACES INCLUDING DOMESTIC HOT WATER LINES. I. REFER TO SHEET E0.0, ELECTRICAL SYMBOL LEGEND FOR BRANCH CIRCUITING AND FIXTURE LABELING CHARACTERISTICS. J. ALL 120 VOLT BRANCH CIRCUITS IN EXCESS OF 75' SHALL HAVE CONDUCTOR SIZE INCREASED A MINIMUM OF 1 CONDUCTOR SIZE. INSTALLING CONTRACTOR SHALL DETERMINE ACTUAL CONDUCTOR SIZE TO BE INSTALLED TO ADHERE TO VOLTAGE DROP REQUIREMENT. K. VERIFY WITH THE AHJ IF A LOW VOLTAGE PERMIT IS REQUIRED. L. COORDINATE CEILING MOUNTED DEVICES WITH LIGHTING AND OTHER CEILING MOUNTED DEVICES. M. CONTRACTOR SHALL SCHEDULE ANY FIRE ALARM SHUTDOWNS WITH MANAGEMENT AT LEAST ONE MONTH PRIOR. N. OPENINGS AROUND ALL PENETRATIONS THROUGH CEILINGS, FLOOR SLABS AND FIRE RATED WALLS, SHALL BE SEALED WITH APPROVED FIRE STOPPING MATERIAL. 0. FIRE ALARM SYSTEM TO BE COMPATIBLE AND ADDRESSABLE WITH BASE BUILDING SYSTEM. P. FIRE ALARM SYSTEM DESIGN AND EQUIPMENT ARE BY THE FIRE ALARM CONTRACTOR. Q. INSTALL CONDUIT WITH NO MORE THAN (2) 90° BENDS BETWEEN PULL BOXES, AND NO MORE THAN 100'-0" BETWEEN PULL BOXES. PULL BOXES SHALL BE INSTALLED FOR STRAIGHT THRU PULLS ONLY. R. OTHER THAN FLAT UNDER CARPET CABLES, ALL COMMUNICATIONS CABLES SHALL BE INSTALLED IN CONDUIT, CABLE TRAY, OR SUPPORTED BY CABLE HOOKS. PROVIDE BUSHINGS AT THE ENDS OF ALL CONDUIT WHERE STUBBED ABOVE ACCESSIBLE CEILINGS OR WHERE DROPPED INTO CABLE TRAY. PROVIDE CABLE HOOKS ABOVE ACCESSIBLE CEILINGS FOR CABLE INSTALLATION WHERE NOT INSTALLED IN CONDUIT OR CABLE TRAY. S. COORDINATE EXACT MOUNTING HEIGHTS AND LOCATIONS OF POWER AND DATA DEVICES WITH MILLWORK MANUFACTURER. T. COORDINATE EXACT SECURITY DEVICE PLACEMENT &TERMINATION OF EMT WITH SECURITY SYSTEM PROVIDER/INSTALLER. U. FIELD COORDINATE WHERE EACH L.V. CABLE IS TO TERMINATE. V. REFER TO SHEET E2.1 FOR ELEVATIONS OF THE WALL FIXTURES. HVAC UNITS) AND ALL ASSOCIATED COMPONENTS, RECEPTACLES, CONDUIT, FEEDER WIRE, DISCONNECT SWITCHES, DUCT SMOKE DETECTORS, ETC. ARE EXISTING TO REMAIN. NO ELECTRICAL WORK REQUIRED BY TENANT'S ELECTRICAL CONTRACTOR. MAINTAIN EXISTING CIRCUITRY TO EXISTING ELECTRICAL PANEL. FIELD VERIFY EXISTING CONDITIONS PRIOR TO BID. POWER AND LOW VOLTAGE PLAN KEYED NOTES O 1. LOCATION OF EXISTING TENANT ELECTRICAL PANEL 'LA'. REFER TO ELECTRICAL PANEL SCHEDULE AND POWER RISER DIAGRAM ON SHEET E0.0 FOR ADDITIONAL INFORMATION. 2. PROVIDE "TTB", 4'-0" WIDE BY 8'-0" HIGH X 3/4" THICK FIRE -TREATED PLYWOOD BACKBOARD FOR TELEPHONE EQUIPMENT. PROVIDE COPPER BAR MOUNTED HIGH ON PHONEBOARD WITH SUFFICIENT SPACE FOR TERMINATIONS. SQUARE D GROUND BAR KIT #PK7GTA OR APPROVED EQUAL. 3. LOCATION OF COMCAST SERVER EQUIPMENT, BRANDED PARTNER SERVER EQUIPMENT &SHARED SPACE. SEE 2/E2.0. COORDINATE EXACT POWER AND DATA REQUIREMENTS PRIOR TO BID. 4. NOT USED. 5. LOCATION OF TIME CLOCK. REFER TO SHEET E1.0 FOR FURTHER INFORMATION. 6. NOT USED. 7. LOCATION OF RECEPTACLES FOR BREAK COUNTER. COORDINATE MOUNTING HEIGHTS WITH BREAK COUNTER MILLWORK INSTALLER AND EXACT LOCATION WITH ARCHITECTURAL PLANS. 8. DATA OUTLET CEILING MOUNTED FOR WIRELESS ACCESS POINT. COORDINATE EXACT LOCATION WITH ARCHITECT PRIOR TO ROUGH -IN. PROVIDE CAT6 LOW VOLTAGE CABLE FROM DEVICE TO COMCAST SERVER RACK. 9. DATA OUTLET CEILING MOUNTED FOR SHOPPER TRAK SYSTEM. PROVIDE CAT6 LOW VOLTAGE CABLE FROM DEVICE TO BRANDED PARTNER SERVER RACK. 10. PROVIDE RG6 COAXIAL CABLE TO COMCAST SERVER RACK. QUANTITY AS NOTED. 11. PROVIDE LOW VOLTAGE CAT6 CABLE FROM DEVICE TO COMCAST SERVER RACK. 12. COORDINATE EXACT POWER AND DATA LOCATIONS WITH FIXTURE ELEVATION DETAILS ON SHEET E2.1 AND MILLWORK MANUFACTURER. 13. PROVIDE (2) J-BOXES CONNECTED BY 1" CONDUIT WITH PULL STRING. PROVIDE DECOR COVER PLATE WITH BRUSH PLATE DECOR INSERT FOR EACH J-BOX. SEE FIXTURE ELEVATION DETAILS ON SHEET E2.1 FOR ADDITIONAL INFORMATION. 14. ROOFTOP HVAC UNIT AND ALL ASSOCIATED COMPONENTS (DUCT SMOKE DETECTORS, SERVICE RECEPTACLE, DISCONNECT SWITCH, ETC.) IS EXISTING TO REMAIN. INTERCEPT EXISTING CONDUIT AND BRANCH FEEDERS AND RECONNECT TO NEW ELECTRICAL PANEL AS INDICATED. REFER TO MECHANICAL EQUIPMENT SCHEDULE ON SHEET E0.0 FOR ADDITIONAL INFORMATION. 15. NOT USED. 16. NOT USED. 17. TRENCH FLOOR TO LOCATION SHOWN FOR ROUTING OF POWER TO FLOOR FIXTURE. PROVIDE 20A, 120V -1 #12-CU. & 1 #12-CU. GROUND WIRE IN 1" CONDUIT TO RECESSED FLOOR BOX TO LOCATIONS SHOWN FOR POWER (P) CIRCUITING REQUIRED. FIXTURES PLUG IN TO FLOOR BOX QUAD. NO CONNECTIONS MADE WITHIN FIXTURE. 18. PROVIDE CAT6 LOW VOLTAGE CABLES TO EACH LOCATION AS INDICATED. QUANTITY OF LV CABLES IS NOTED AT EACH FIXTURE. ROUTE LOW VOLTAGE CABLE FROM DEVICE TO COMCAST SERVER RACK. SEE CABLE SCHEDULE THIS SHEET FOR CABLE TYPE. COORDINATE EXACT REQUIREMENTS WITH FIXTURE VENDOR FOR COAX LOW VOLTAGE AND POWER REQUIREMENTS AT FLOOR FIXTURE. 19. TRENCH FLOOR TO LOCATION SHOWN FOR ROUTING OF CONDUITS TO FLOOR FIXTURE. PROVIDE (1) 1" CONDUIT FOR POWER (P) CABLE, AND (1) 1" CONDUIT FOR LOW VOLTAGE (LV) CABLING IN TRENCH AND STUB UP AT LOCATION SHOWN. SEE CABLE TYPE KEY FOR LV CABLE REQUIREMENTS. E.C. TO FURNISH AND INSTALL A RECESSED, FLUSH LEGRAND RATCHET -PRO SERIES, RPNFB ROUND PVC FLOOR BOX, AND #RP4CTCAL MULTIPLE SERVICE FLOOR BOX COVER KIT. PROVIDE 2#12 & 1#12 GROUND FROM ELECTRICAL PANEL. CIRCUIT AS INDICATED. PROVIDE CONDUIT STUBBED 6" ABOVE CEILING, DOWN WALL AND OVER TO FLOOR FIXTURE. COORDINATE EXACT REQUIREMENTS WITH FIXTURE VENDOR. CABLE TYPE KEY CABLE MANUFACTURER PART # DESCRIPTION AWG INSULATION OUTER SHIELD OUTER JACKET STANDARD UL FLAME TEST CODE MATERIAL DIAMETER (IN) JACKET COLOR CAT6 BELDEN 2413 MULTI -CONDUCTOR -ENHANCED 23 FRPO/FEP UNSHIELDED 0.22400 GRAY PREMISE HORIZONTAL CABLE, GIGABIT NFPA 262 CATEGORY 6 NONBONDED-PAIR ETHERNET, POE, POE+, 100BASETX, PLENUM FLAME CABLES 100BASEVG ANYLAN,155ATM,622ATM, 250MHZ CATEGORY 6 RG6 BELDEN 7916 COAX SERIES 6 18 FPE BONDED ALUMINUM 7.569 (MM) BLACK -WHITE HDTV, DBS, BROADBAND CATV, CABLE UL1685 FOIL -POLYESTER MODEM TAPE -ALUMINUM FOIL RECEIVED Oct 21 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT HALLBERG ENGINEERING Mechanical/Electrical Consulting Engineers 1750 Commerce Courf White Bear Lake, MN 55110 (651) 748-1100 � Fax (651) 748-9370 � i, 10/20/2022 04/22/2022 W U w aaN 0 � Y�� Q � arn� �� o �=z z ONO Q �M� co 0� QNW Z Preliminary Issue: 10/20/2022 Bid Issue: 10/20/2022 Landlord Issue: 10/20/2022 Permit Issue: 10/20/2022 Construction Issue: - POWER AND LOW VOLTAGE PLAN Comm. Number R22-4301.020 Date 10/20/2022 Drawn By LV/BJK Checked By DJQ/PJF E2.0 4" MAIN STAGE PROVIDE (2) J-BOXES CONNECTEC CONDUIT WITH PULL STRING. PR( DECOR COVER PLATE WITH BRUS PLATE DECOR INSERT FOR EACH , 4'-2» 11Vll�l�JO�� 3„ 4'-6" .. x ,- �, ,,, P OVIDE (2) J-BOXES CONNECTED BY 1" C NDUIT WITH PULL STRING. PROVIDE � D COR COVER PLATE WITH BRUSH PL TE DECOR INSERT FOR EACH J-BOX. � ----, r I I I I I I � L � J L � J \ � 4'—g2„ � �\ / � �-- �� ® I I��I �— + � L�LJ L-�J 5 1'-104" MOBILE .. .. . , �� I I I I I I I I L � J L � J 4'-9» 4'-6" 6'-0" 1'-6" ��V��I�J IJ u�� 3" CONNECTED HOME PROVIDE (2) J-BOXES CONNECTED Bl� CONDUIT WITH PULL STRING. PROVIC DECOR COVER PLATE WITH BRUSH PLATE DECOR INSERT FOR EACH J-B( ��ao�� 3" 5" ENTERTAINMENT FIXTURE ELEVATION DETAILS 0 �� I I I I - J - J I I ---�- I I ;----I I I �---�- I I ; ---� I I +a�-+- I I ��—� I I L� J I I L� J I I L� J I I L� J I I L -J � I L- .--J 8'-4�» 3" INTERNET 1'-8" � 1'-6" HALLBERG ENGINEERING Mechanical/Electrical Consulting Engineers 1750 Commerce Courf White Bear Lake, MN 55110 (651) 748-1100 � Fax (651) 748-9370 � i, 10/20/2022 04/22/2022 �� W U � Q c� W W Q N Z �W� � W � O� � ��N/ Q Q L.L Q � � � (� w Quo o �=z z ONO Q �� M p i'—s" m Q N W 5'-0" N c� EQ EQ '-6» ®®. � � 6-1 /2" TO BOTTOM OF J—BOX BILL PAY RECEIVED Oct 21 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT O a-=� Q �L U a� 0 z Preliminary Issue: 10/20/2022 Bid Issue: 10/20/2022 Landlord Issue: 10/20/2022 Permit Issue: 10/20/2022 Construction Issue: - FIXTURE ELEVATION DETAILS Comm.lvumber R22-4301.020 Date 10/20/2022 drawn By LV/BJK Checked By DJQ/PJF E2.1 16010 - GENERAL PROVISIONS A. WORK CONSISTS OF FURNISHING LABOR, MATERIALS, EQUIPMENT AND SERVICES REQUIRED FOR THE COMPLETE INSTALLATION OF ELECTRICAL WORK SHOWN IN THE CONTRACT DOCUMENTS AND SPECIFIED IN DIVISION 16. B. INCLUDE ALL PARTS AND LABOR, WHICH ARE INCIDENTAL AND NECESSARY FOR A COMPLETE AND OPERABLE INSTALLATION EVEN THOUGH NOT SPECIFICALLY MENTIONED IN THE CONTRACT DOCUMENTS. SUCH ITEMS INCLUDE NUTS, BOLTS, ANCHORS, BRACKETS, SLEEVES, OFFSETS IN CONDUIT, FITTINGS, RELAYS, ETC. C. ARRANGE WITH LANDLORD TO PROVIDE TEMPORARY AND PERMANENT UTILITY SERVICES AS REQUIRED AND COORDINATE THEIR INSTALLATION WITH CONSTRUCTION PROGRESS OF THIS PROJECT. PAY ALL FEES AND COSTS CHARGED BY UTILITY COMPANIES FOR UTILITY SERVICES. D. OBTAIN ALL TEMPORARY AND PERMANENT PERMITS AND LICENSES REQUIRED IN CONNECTION WITH THIS DIVISION'S WORK. PAY ALL FEES AND EXPENSES REQUIRED FOR SUCH PERMITS AND LICENSES. E. REQUEST INSPECTIONS AS REQUIRED BY REGULATING AGENCIES AND/OR REGULATIONS. PAY ALL CHARGES FOR INSPECTIONS BY REGULATING AGENCIES OF INSTALLATIONS OF PLANS AND SPECIFICATIONS. F. INCLUDE STATE AND LOCAL SALES TAXES IN THE BID. KEEP ACCURATE RECORDS OF THESE TAXES AND FURNISH SUCH RECORDS TO THE TENANT UPON REQUEST. G. MEET OR EXCEED ALL CURRENT APPLICABLE CODES, ORDINANCES AND REGULATIONS FOR ALL INSTALLATIONS. PROMPTLY NOTIFY THE ENGINEER, IN WRITING, IF THE CONTRACT DOCUMENTS APPEAR TO CONFLICT WITH GOVERNING CODES AND REGULATIONS. CONTRACTOR ASSUMES ALL RESPONSIBILITY AND COSTS FOR CORRECTING NON -COMPLYING WORK INSTALLED WITHOUT NOTIFYING THE ENGINEER. H. HIGHER QUALITY OF WORKMANSHIP AND MATERIALS INDICATED IN THE CONTRACT DOCUMENTS TAKES PRECEDENCE OVER THAT ALLOWED IN REFERENCED CODES AND STANDARDS. I. THE TERMS DEFINED BELOW APPLY TO ALL WORK INCLUDED IN DIVISION 16. 1. THE WORK - AS DEFINED IN THE 1997 AIA DOCUMENT A201: "THE TERM 'WORK' MEANS THE CONSTRUCTION AND SERVICES REQUIRED BY THE CONTRACT DOCUMENTS WHETHER COMPLETED OR PARTIALLY COMPLETED, AND INCLUDES ALL OTHER LABOR, MATERIALS, EQUIPMENT AND SERVICES PROVIDED OR TO BE PROVIDED BY THE CONTRACTOR TO FULFILL THE CONTRACTOR'S OBLIGATIONS. THE WORK MAY CONSTITUTE THE WHOLE OR APART OF THE PROJECT." 2. FURNISH - TO OBTAIN IN NEW CONDITION READY FOR INSTALLATION INTO THE WORK. 3. INSTALL - TO STORE, SET IN PLACE, CONNECT AND PLACE INTO OPERATION INTO THE WORK. 4. PROVIDE - TO FURNISH AND INSTALL. 5. CONNECT - TO BRING SERVICE TO THE EQUIPMENT AND MAKE FINAL ATTACHMENT INCLUDING NECESSARY SWITCHES, OUTLETS, BOXES, TERMINATIONS, ETC. 6. CONDUIT - INCLUDES IN ADDITION TO CONDUIT, ALL FITTINGS, PULL BOXES, HANGERS AND OTHER SUPPORTS AND ACCESSORIES RELATED TO SUCH CONDUIT. 7. CONCEALED - HIDDEN FROM SIGHT IN CHASES, FURRED SPACES, SHAFTS, HUNG CEILINGS, EMBEDDED IN CONSTRUCTION, IN CRAWL SPACES OR BURIED. 8. EXPOSED: NOT INSTALLED UNDERGROUND NOR CONCEALED AS DEFINED ABOVE. J. THE DRAWING AND SPECIFICATIONS CONSTITUTE THE CONTRACT DOCUMENTS. ANY ITEM NOTED IN THE SPECIFICATION OR SHOWN ON THE DRAWINGS IS INCLUDED IN THE CONTRACT DOCUMENTS. K. ALL ELECTRICAL DETAILS AND DRAWINGS ARE DIAGRAMMATIC, UNLESS SPECIFICALLY NOTED. FIELD VERIFY ALL DIMENSIONS AND NOTIFY THE ENGINEER OF ANY CONFLICTS OR DISCREPANCIES, IN WRITING, PRIOR TO INSTALLATION. L. INITIATE, MAINTAIN AND SUPERVISE ALL SAFETY PRECAUTIONS REQUIRED WITH THIS WORK IN ACCORDANCE WITH THE REGULATIONS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) AND OTHER GOVERNING AGENCIES. M. DO NOT REMOVE OR DISTURB ANY ASBESTOS CONTAINING MATERIALS FROM THE PROJECT. IMMEDIATELY STOP WORK AND NOTIFY THE TENANT IF ASBESTOS CONTAINING MATERIALS ARE SUSPECTED. N. BEFORE SUBMITTING A PROPOSAL ON THE WORK CONTEMPLATED, EXAMINE THE SITE OF THE PROPOSED WORK AND BECOME THOROUGHLY FAMILIAR WITH EXISTING CONDITIONS AND LIMITATIONS. NO EXTRA COMPENSATION WILL BE ALLOWED BECAUSE OF MISUNDERSTANDING AS TO THE AMOUNT OF WORK INVOLVED NOR BIDDERS LACK OF KNOWLEDGE OF EXISTING CONDITIONS WHICH COULD HAVE BEEN DISCOVERED OR REASONABLY ANTICIPATED PRIOR TO BIDDING. 0. CONDUITS, PIPES, DUCTS, LIGHTS, DEVICES, SPEAKERS, ETC., SHOWN ON THE DRAWINGS AS EXISTING HAVE BEEN BASED ON EXISTING PLANS AND MAY NOT BE INSTALLED AS ORIGINALLY SHOWN. IT IS THE CONTRACTORS RESPONSIBILITY TO VISIT THE SITE AND MAKE EXACT DETERMINATION OF THE EXISTENCE, LOCATION AND CONDITION OF SUCH FACILITIES PRIOR TO SUBMITTING A BID. P. CONSULT THE DRAWINGS AND SPECIFICATIONS OF MECHANICAL AND OTHER TRADES FOR CORRELATING INFORMATION AND LAY OUT WORK SO THAT IT WILL COORDINATE WITH OTHER TRADES. VERIFY DIMENSIONS AND CONDITIONS (I.E., FINISHED CEILING HEIGHTS, FOOTING AND FOUNDATION ELEVATIONS, BEAM DEPTHS, ETC.) WITH THE ARCHITECTURAL AND STRUCTURAL DRAWINGS. NOTIFY THE ARCHITECT/ENGINEER OF ANY CONFLICTS THAT CANNOT BE RESOLVED, IN THE FIELD, BY AFFECTED TRADES. REPLACEMENT OF WORK DUE TO LACK OF COORDINATION AND FAILURE TO VERIFY EXISTING CONDITIONS WILL BE COMPLETED AT NO COST TO THE TENANT. Q. INSTALL ALL CONDUIT, CABLE TRAY, BUSDUCT, EQUIPMENT, ETC. ALLOWING PROPER CODE AND MAINTENANCE CLEARANCES AND TO AVOID BLOCKING PASSAGEWAYS AND ACCESS PANELS. R. WHERE WORK MUST BE REPLACED DUE TO THE FAILURE OF THE CONTRACTOR TO VERIFY THE CONDITIONS EXISTING ON THE JOB, SUCH REPLACEMENT MUST BE ACCOMPLISHED AT NO COST TO THE TENANT. THIS APPLIES TO SHOP FABRICATED WORK AS WELL AS TO WORK FABRICATED IN PLACE. S. THROUGHOUT THE COURSE OF THE WORK, MINOR CHANGES AND ADJUSTMENTS TO THE INSTALLATION MAY BE REQUESTED BY THE ENGINEER. THE CONTRACTOR SHALL MAKE ADJUSTMENTS WITHOUT ADDITIONAL COST TO THE TENANT, WHERE SUCH ADJUSTMENTS ARE NECESSARY TO THE PROPER INSTALLATION AND OPERATION WITHIN THE INTENT OF THE CONTRACT DOCUMENTS. THIS DOES NOT INCLUDE WORK ALREADY COMPLETED. T. OBTAIN EXACT LOCATION OF CONNECTION TO EQUIPMENT, FURNISHED BY OTHERS, FROM THE PERSON FURNISHING THE EQUIPMENT. U. DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY AND WHAT IS CALLED FOR IN EITHER ONE IS AS BINDING AS IF CALLED FOR IN BOTH. V. INCLUDE THE BETTER QUALITY, GREATER QUANTITY OR HIGHER COST FOR AN ITEM OR ARRANGEMENT WHERE A DISAGREEMENT EXISTS IN THE DRAWINGS AND SPECIFICATIONS. W. GUARANTEE AND MAINTAIN THE STABILITY OF WORK AND MATERIALS AND KEEP SAME IN PERFECT REPAIR AND CONDITION FOR THE PERIOD OF ONE (1) YEAR AFTER THE FINAL COMPLETION OF THE WORK AS EVIDENCED BY ISSUANCE OF THE FINAL CERTIFICATE BY THE ARCHITECT. X. DEFECTS OF ANY KIND DUE TO FAULTY WORK OR MATERIALS APPEARING DURING THE ABOVE MENTIONED PERIOD MUST BE IMMEDIATELY MADE GOOD BY THE CONTRACTOR AT HIS OWN EXPENSE TO THE ENTIRE SATISFACTION OF THE TENANT AND ARCHITECT AND ENGINEER. INCLUDE DAMAGE TO THE FINISH OR THE BUILDING RESULTING FROM THE ORIGINAL DEFECT OR REPAIRS. Y. REPLACE ALL RECEPTACLES, SWITCHES, COVERPLATES, ETC., DAMAGED BY ANY CONTRACTOR DURING THE COURSE OF CONSTRUCTION. Z. MATERIALS FURNISHED FOR THE TEMPORARY LIGHT AND POWER SYSTEM REMAIN CONTRACTORS PROPERTY. REMOVE WHEN THERE IS NO LONGER ANY NEED FOR TEMPORARY LIGHT AND POWER OR WHEN DIRECTED BY THE ARCHITECT.. AA. COORDINATE/SCHEDULE ALL WORK WITH THE TENANT TO MINIMIZE ANY DISRUPTIONS. CONFINE ALL INTERRUPTIONS TO THE SMALLEST POSSIBLE AREA. PROVIDE TEMPORARY CONNECTIONS IF REQUIRED TO PROVIDE CONTINUITY OF SERVICE. BB. INSPECT ALL AREAS AFFECTED BY THE INTERRUPTIONS AND RETURN ALL AUTOMATICALLY CONTROLLED EQUIPMENT, ELECTRICALLY OPERATED EQUIPMENT TO THE SAME OPERATING CONDITION PRIOR TO THE INTERRUPTION. CC. NO FIRE ALARM SYSTEMS ARE TO REMAIN INACTIVE AT THE END OF THE WORK DAY. ASSURE THAT THE FIRE ALARM SYSTEM IS OPERATIONAL AT THE END OF EACH WORK DAY. COORDINATE WITH THE LANDLORD. DD. DO NOT DISTURB NORMAL USE OF THE FACILITY, EXCEPT WITHIN THE IMMEDIATE CONSTRUCTION AREA. KEEP WALKS, DRIVEWAYS, ENTRANCES, ETC. FREE AND CLEAR OF EQUIPMENT, MATERIAL AND DEBRIS. EE. STORE ALL EQUIPMENT AND MATERIAL IN A PLACE AND MANNER THAT MINIMIZES CONGESTION AND IS APPROVED BY THE TENANT. FF. PROVIDE NEW MATERIAL AND EQUIPMENT, UNLESS NOTED OTHERWISE. PROTECT EQUIPMENT AND MATERIAL FROM DAMAGE, DIRT AND THE WEATHER. GG. PROVIDE THE HIGHEST QUALITY WORKMANSHIP AND PERFORM ALL WORK ONLY BY SKILLED MECHANICS. INSTALL MATERIAL AND EQUIPMENT IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS, INSTRUCTIONS AND CURRENT NECA STANDARDS. HH. THE TENANT RESERVES THE RIGHT TO REJECT MATERIAL OR WORKMANSHIP NOT IN ACCORDANCE WITH THE SPECIFICATIONS, BEFORE OR AFTER INSTALLATION. II. PERFORM ALL CUTTING AND PATCHING NECESSARY TO WORK, UNLESS SPECIFICALLY DELEGATED TO THE GENERAL CONTRACTOR. OBTAIN SPECIAL PERMISSION FROM THE LANDLORD BEFORE CUTTING STRUCTURAL MEMBERS OR FINISHED MATERIAL. PERFORM ALL PATCHING IN SUCH A MANNER AS TO LEAVE NO VISIBLE TRACE AND RETURN THE AREA AFFECTED TO THE CONDITION OF UNDISTURBED WORK. PERFORM ALL PATCHING BY WORKERS EXPERIENCED, SKILLED, AND LICENSED FOR THE PARTICULAR TYPE OF WORK INVOLVED. INFERIOR WORK WILL NOT BE ACCEPTED. JJ. PATCH ALL HOLES LEFT AS A RESULT OF DEMOLITION OF ELECTRICAL EQUIPMENT AND DEVICES. KK. PREVENT THE SPREAD OF DUST, DEBRIS, AND OTHER MATERIAL INTO ADJACENT AREAS. LL. REPLACE ALL CEILING TILES DAMAGED DURING INSTALLATION OF WORK, WITH NEW TILE. MM. PROVIDE MINIMUM 4" HIGH CONCRETE PADS FOR ALL FLOOR MOUNTED EQUIPMENT. NN. SIZE PAD TO PROVIDE A MINIMUM 2" OVERLAP AROUND PERIMETER OF EQUIPMENT. 00. REFINISH ALL ELECTRICAL EQUIPMENT DAMAGED DURING SHIPPING AND/OR INSTALLATION TO ITS ORIGINAL CONDITION. REMOVE ALL RUST; PRIME, AND PAINT PER MANUFACTURER'S RECOMMENDATIONS FOR FINISH EQUAL TO ORIGINAL. PP. PAINT ALL NEW RACEWAY SYSTEMS IN EXPOSED FINISHED AREAS . QQ. AFTER TESTS HAVE BEEN MADE AND ACCEPTED, CLEAN LIGHT FIXTURES, PANELS AND OTHER EQUIPMENT INSTALLED BY THE CONTRACTOR, LEAVING THE ENTIRE WORK AREA IN A CLEAN AND COMPLETE WORKING ORDER. RR. OPERATE EQUIPMENT AND SYSTEMS IN ALL THEIR OPERATING MODES, TO VERIFY PROPER OPERATION, PRIOR TO FINAL INSPECTION AND OWNER INSTRUCTIONS. NOTIFY THE ENGINEER, IN WRITING, THAT ALL SYSTEMS HAVE BEEN TESTED AND ARE FUNCTIONING AND OPERATING PROPERLY SS. INCLUDE DOCUMENTATION OF INSTRUCTIONS IN THE OPERATION AND MAINTENANCE MANUALS. TT. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ELECTRICAL EQUIPMENT OR MATERIALS UNTIL FINAL ACCEPTANCE OF THE ENTIRE PROJECT BY THE TENANT. KEEP ALL EQUIPMENT CLEAN MATERIALS UNTIL FINAL ACCEPTANCE OF THE ENTIRE PROJECT BY THE TENANT. 16025 - DEMOLITION A. EXAMINE THE BUILDING TO DETERMINE ACTUAL CONDITIONS AND EXTENT OF WORK PRIOR TO BIDDING THE PROJECT. REFER ANY UNCLEAR DETAILS OR CONFLICTS TO THE ARCHITECT/ENGINEER FOR CLARIFICATION PRIOR TO BIDDING THE DRAWINGS. B. VERIFY THAT FIELD MEASUREMENTS AND CIRCUITING ARRANGEMENTS ARE AS SHOWN OF DRAWINGS. C. VERIFY THAT ABANDONED WIRING AND EQUIPMENT SERVE ONLY ABANDONED FACILITIES. D. BEGINNING OF DEMOLITION MEANS INSTALLER ACCEPTS EXISTING CONDITIONS. E. COORDINATE PHASING OF THE DEMOLITION WORK WITH THE CONSTRUCTION SEQUENCE SCHEDULE. F. DISCONNECT ELECTRICAL SYSTEMS IN WALLS, FLOORS, AND CEILINGS SCHEDULED FOR REMOVAL. G. COORDINATE UTILITY SERVICE OUTAGES WITH LANDLORD. H. IDENTIFY EXISTING ELECTRICAL EQUIPMENT SUCH AS CONDUITS, BOXES, PULLBOXES, CONDUIT BODIES, AND CONDUIT RACKS THAT WILL NEED ADDITIONAL SUPPORT DUE TO THE DEMOLITION OF THE EXISTING SUPPORTS. I. PROVIDE TEMPORARY WIRING AND CONNECTIONS TO MAINTAIN EXISTING SYSTEMS, INCLUDING TELEPHONE AND DATA SYSTEMS, IN SERVICE DURING CONSTRUCTION. WHEN WORK MUST BE PERFORMED ON ENERGIZED EQUIPMENT OR CIRCUITS, USE PERSONNEL EXPERIENCED IN SUCH OPERATIONS. J. EXISTING ELECTRICAL SERVICE: MAINTAIN EXISTING SYSTEM IN SERVICE UNTIL NEW SYSTEM IS COMPLETE AND READY FOR SERVICE. DISABLE SYSTEM ONLY TO MAKE SWITCHOVERS AND CONNECTIONS. NOTIFY AND OBTAIN PERMISSION FROM TENANT, ARCHITECT/ENGINEER AT LEAST 24 HOURS BEFORE PARTIALLY OR DISABLING SYSTEM. MINIMIZE OUTAGE DURATION. MAKE TEMPORARY CONNECTIONS TO MAINTAIN SERVICE IN AREAS ADJACENT TO WORK AREA. K. EXISTING FIRE ALARM SYSTEM: MAINTAIN EXISTING SYSTEM IN SERVICE UNTIL NEW SYSTEM IS ACCEPTED. DISABLE SYSTEM ONLY TO MAKE SWITCHOVERS AND CONNECTIONS. NOTIFY AND OBTAIN PERMISSION FROM LANDLORD, ARCHITECT/ENGINEER AND LOCAL FIRE SERVICE AT LEAST 24 HOURS BEFORE PARTIALLY OR COMPLETELY DISABLING SYSTEM. MINIMIZE OUTAGE DURATION. MAKE TEMPORARY CONNECTIONS TO MAINTAIN SERVICE IN AREA ADJACENT TO WORK AREA. L. EXISTING TELEPHONE/DATA SYSTEM: MAINTAIN EXISTING SYSTEMS IN SERVICE UNTIL NEW SYSTEMS ARE COMPLETE AND READY FOR SERVICE AND ACCEPTED. DISABLE SYSTEMS ONLY TO MAKE SWITCHOVERS AND CONNECTIONS. NOTIFY AND OBTAIN PERMISSION FROM LANDLORD, ARCHITECT/ENGINEER AND TELEPHONE UTILITY COMPANY AT LEAST 24 HOURS BEFORE PARTIALLY OR COMPLETELY DISABLING SYSTEM. MINIMIZE OUTAGE DURATION. MAKE TEMPORARY CONNECTIONS TO MAINTAIN SERVICE IN AREAS ADJACENT TO WORK AREA. M. DEMOLISH AND EXTEND EXISTING ELECTRICAL WORK UNDER AND THIS SECTION, AND AS INDICATED ON THE DRAWINGS. REMOVE, RELOCATE, AND EXTEND EXISTING INSTALLATIONS TO ACCOMMODATE NEW CONSTRUCTION. N. PROVIDE SUPPORTS FOR ALL EXISTING ELECTRICAL EQUIPMENT THAT WAS SUPPORTED PREVIOUSLY BY DEMOLISHED WALLS, FLOORS, CEILING OR OTHER STRUCTURES. PROVIDE NEW SUPPORTS FROM STRUCTURAL MEMBERS NOT SLATED FOR DEMOLITION, PRIOR TO ANY DEMOLITION. 0. TENANT RESERVES THE RIGHT OF FIRST REFUSAL TO OBTAIN MATERIAL SHOWN TO BE REMOVED UNDER THIS CONTRACT. ITEMS NOT RETAINED BY THE TENANT BECOME THE PROPERTY OF THE CONTRACTOR AND MUST BE REMOVED FROM THE PREMISES. P. DEMOLISH AND REMOVE ALL ELECTRICAL SYSTEMS INDICATED FOR DEMOLITION. NO PORTION OF THESE SYSTEMS MAY BE ABANDONED IN PLACE. Q. REMOVE ABANDONED WIRING TO SOURCE OF SUPPLY. R. REMOVE EXPOSED ABANDONED CONDUIT, INCLUDING ABANDONED CONDUIT ABOVE ACCESSIBLE CEILING FINISHES. CUT CONDUIT IN WALLS, FLOORS, OR COLUMNS BACK TO A POINT WHERE PATCHING CAN BE ADEQUATELY PERFORMED AND PATCH SURFACES. S. DISCONNECT ABANDONED OUTLETS AND REMOVE DEVICES. REMOVE ABANDONED OUTLETS IF CONDUIT SERVICING THEM IS ABANDONED AND REMOVED. PROVIDE BLANK COVER FOR ABANDONED OUTLETS, WHICH ARE NOT REMOVED. T. DISCONNECT AND REMOVE ABANDONED PANELBOARDS AND DISTRIBUTION EQUIPMENT. U. DISCONNECT AND REMOVE ELECTRICAL DEVICES AND EQUIPMENT SERVING UTILIZATION EQUIPMENT THAT HAS BEEN REMOVED. V. DISCONNECT AND REMOVE ABANDONED LUMINARIES. REMOVE BRACKETS, STEMS, HANGERS, AND OTHER ACCESSORIES. W. REPAIR ADJACENT CONSTRUCTION AND FINISHES DAMAGED DURING DEMOLITION AND EXTENSION WORK. X. MAINTAIN ACCESS TO EXISTING ELECTRICAL INSTALLATIONS, WHICH REMAIN ACTIVE. MODIFY INSTALLATION OR PROVIDE ACCESS PANEL AS APPROPRIATE. Y. EXTEND EXISTING INSTALLATIONS USING MATERIALS AND METHODS COMPATIBLE WITH EXISTING ELECTRICAL INSTALLATIONS, OR AS SPECIFIED. RELOCATE AND REROUTE CONDUIT AND WIRING AS REQUIRED FOR CONDUIT CONCEALED IN WALLS OR STRUCTURE BEING ALTERED AS PART OF THE REMODELING. MAINTAIN CONTINUITY TO ALL DEVICES IN AND DOWNSTREAM OF REMODELED WORK. Z. REROUTE EXISTING RACEWAY AND WIRING, WHICH IS EXPOSED DUE TO REMOVAL OF EXISTING CONSTRUCTION. CONCEAL NEW RACEWAY AND WIRING AND MAINTAIN OPERATION. AA. IF CONDUCTORS ARE REQUIRED TO BE REMOVED FROM EXISTING RACEWAYS, INSTALL WITH NEW CONDUCTORS. BB. PROVIDE NEW COVERPLATES THROUGHOUT THE REMODELED AREAS. CC. DISPOSE OF FLUORESCENT LAMPS, BALLASTS, AND OTHER HAZARDOUS MATERIALS IN ACCORDANCE WITH STATE AND FEDERAL REGULATIONS. DD. PRIOR TO REINSTALLATION OF USED EQUIPMENT, THOROUGHLY INSPECT EACH ITEM AND REPORT ANY DEFECTS TO THE ENGINEER/ARCHITECT IN WRITING. INSTRUCTIONS FOR CORRECTIVE MEASURES WILL BE GIVEN AT THE TIME AND THE CONTRACT AMOUNT ADJUSTED ACCORDINGLY. IF NO DEFECTS ARE REPORTED, THE MATERIAL WILL BE INCLUDED UNDER THE CONTRACTOR'S ONE-YEAR GUARANTEE AS OUTLINED IN SECTION 16010. EE. PANELBOARDS: CLEAN EXPOSED SURFACES AND CHECK TIGHTNESS OF ELECTRICAL CONNECTIONS. REPLACE DAMAGED CIRCUIT BREAKERS AND PROVIDE CLOSURE PLATES FOR VACANT POSITIONS. PROVIDE TYPED CIRCUIT DIRECTORY SHOWING REVISED CIRCUITING ARRANGEMENT. FF. LUMINARIES: REMOVE EXISTING LUMINARIES FOR CLEANING. USE MILD DETERGENT TO CLEAN ALL EXTERIOR AND INTERIOR SURFACES; RINSE WITH CLEAN WATER AND WIPE DRY. REPLACE LAMPS, BALLASTS, AND BROKEN ELECTRICAL PARTS. GG. INSTALL RELOCATED MATERIALS AND EQUIPMENT AS INDICATED ON THE DRAWINGS. 16050 - BASIC MATERIALS AND METHODS A. PROVIDE SEPARATE NEUTRAL CONDUCTORS FOR ALL BRANCH CIRCUITS. DO NOT SHARE NEUTRAL CONDUCTORS. B. ENCASE ALL CONDUCTORS IN A CONTINUOUS RACEWAY SYSTEM. PROVIDE PULL AND JUNCTION BOXES AS REQUIRED BY THE NEC. SIZE ALL RACEWAY PER THE NEC WITH OVERSIZE CONDUITS AS INDICATED. PROVIDE MINIMUM 3/4" CONDUIT FOR BRANCH CIRCUIT HOMERUNS, PROVIDE MINIMUM 1 /2" CONDUIT, UNLESS, NOTED OTHERWISE. C. PROVIDE EMT FOR ALL CONDUCTORS UNLESS NOTED OTHERWISE. PROVIDE CONCRETE -TIGHT STEEL COMPRESSION OR STEEL SETSCREW TYPE FITTINGS, COUPLINGS AND BUSHINGS. CAST OR INDENTOR TYPE DEVICES ARE NOT ACCEPTABLE. ALL FITTINGS USED IN PLENUM APPLICATIONS SHALL BE RATED FOR SUCH USE. D. PROVIDE IMC OR CONCRETE -ENCASED PVC CONDUIT FOR SERVICE ENTRANCE CONDUCTORS. E. PVC CONDUIT MAY BE USED UNDERGROUND OR BELOW CONCRETE SLABS. PROVIDE COATED RIGID STEEL ELBOWS FOR ALL ELBOWS WHERE PVC IS USED. F. PROVIDE FLEXIBLE METAL CONDUIT FOR CONNECTIONS TO TRANSFORMERS, MOTORS AND OTHER VIBRATING PIECES OF EQUIPMENT. PROVIDE LIQUID -TIGHT CONDUIT FOR ALL CONNECTIONS IN DAMP OR WET LOCATIONS. PROVIDE GROUND TYPE FITTINGS AND GROUNDING CONDUCTOR INSIDE ALL FLEXIBLE CONDUIT. ADJUST CONDUIT SIZE IF REQUIRED. G. PROVIDE RECESSED OUTLET BOXES AND JUNCTION BOXES IN ALL NEW CONSTRUCTION. CONCEAL ALL CONDUIT WORK IN NEW CONSTRUCTION, EXCEPT MECHANICAL ROOMS. CONDUIT AND BOXES IN MECHANICAL ROOMS MAY BE RUN EXPOSED. H. PROVIDE EXPANSION FITTINGS WHERE RACEWAY CROSSES BUILDING EXPANSION JOINTS. I. RUN ALL EXPOSED CONDUIT IN A NEAT, WORKMANLIKE MANNER PARALLEL TO THE BUILDING LINES, TIGHT TO THE WALL AND CEILING SURFACES, AND FIRMLY SUPPORT WITH CONDUIT CLAMPS OR HANGERS. PROVIDE TWO (2) HOLE MOUNTING STRAPS, MINIMUM THREE (3) FEET ON CENTER, FOR ALL SURFACE CONDUIT MOUNTED ON WALLS LESS THAN SIX (6) FEET ABOVE FINISHED FLOOR. PLACE CONDUITS AT LEAST 8" AWAY FROM ALL HOT PIPING AND SURFACES INCLUDING DOMESTIC HOT WATER LINES. J. PROVIDE GALVANIZED CODE GAUGE STEEL JUNCTION AND PULL BOXES WITH SCREW ON COVERS OF TYPE, SHAPE AND SIZE REQUIRED TO SUIT EACH INSTALLATION. PROVIDE GASKETING IN DAMP AND DUSTY LOCATIONS. PROVIDE CAST BOXES IN WEATHERPROOF, VAPOR TIGHT AND EXPLOSION PROOF ENVIRONMENTS. K. PROVIDE 4" BOXES THROUGHOUT. PROVIDE 3 1/2" DEEP BOXES WHERE INSTALLED IN MASONRY, 2 1 /2" MINIMUM ELSEWHERE. PROVIDE SINGLE GANG MUD OR TILE RING FOR SINGLE DEVICES. L. MOUNT OUTLETS BOXES IN EXPOSED MASONRY WALLS WITH THE BOTTOM OF THE BOX ON THE TOP OF THE MORTAR JOINT AND THE VERTICAL LINE OF THE BOX EITHER ON THE MORTAR JOINT OR ON THE CENTER LINE OF THE MASONRY UNIT. PLUMB AND ACCURATELY ALIGN ALL WALL OUTLETS IN ROWS. MOUNT CEILING BOXES SYMMETRICAL WITH WALLS, BEAMS AND/OR TILES. MOUNTING HEIGHTS INDICATED ON THE DRAWINGS ARE FROM THE CENTER OF THE OUTLET BOX TO THE FINISHED FLOOR DIRECTLY BELOW THE OUTLET. EXTERIOR HEIGHTS ARE FROM INSIDE ADJACENT DOOR, OR IF NO DOOR, FROM THE FIRST FLOOR ABOVE GRADE, UNLESS NOTED OTHERWISE. M. COORDINATE THE LOCATION OF ALL OUTLETS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS BEFORE INSTALLATION. COORDINATE ALL DOOR SWINGS IN THE FIELD BEFORE LOCATING SWITCHES. N. PROVIDE NEW WIRING DEVICES IN EACH OUTLET INDICATED ON THE DRAWINGS. PROVIDE ALL DEVICES FROM ONE MANUFACTURER. COLOR TO MATCH ADJACENT SURFACE. 0. APPROVED TOGGLE SWITCH MANUFACTURERS/MODEL NUMBERS: 20A/120-277 WALL SWITCHES MFR. COOPER 1-POLE 1-POLE W/PILOT 2-POLE 3-WAY 4-WAY KEYED 1 POLE MOM. CONTACT 2221 2221PL 2222 2223 2224 2221E 1995 HUBBELL HBL1221 HBL1221 PL HBL1222 HBL1223 HBL1224 HBL1221 L HBL1557 P8cS PS20AC1 PS20AC1-RL PS20AC2 PS20AC3 PS20AC4 PS20AC1-L 1251 LEVITON 1221-2 1221-2PL 1222-2 1223-2 1224-2 1221-2L 1257 P. APPROVED STANDARD RECEPTACLE MANUFACTURERS/MODEL NUMBERS: MFR. 20A/125V STANDARD RECEPTACLES SIMPLEX DUPLEX GFI IG TVSS TAMPER RESISTANT COOPER 5361 5362 XGF20 IG536-2 5362S TR8300 HUBBELL HBL536-1 HBL536-2 GFR5352-A IG536-2 HBL5360SA HBL8300SG A P&S 5361 5362A OR PT5362-A 2094 IG630-0 8300SP TR63H LEVITON 5361 5362 8899 5362-IG 7380 8300-SG *PROVIDE THE CORRESPONDING HOSPITAL GRADE DEVICE WHEN THIS DEVICE IS USED. Q. PROVIDE NEW COVERPLATES OVER ALL BOXES WITH THE FOLLOWING SPECIFICATIONS: ALL FINISHED AREAS AND UNFINISHED AREAS PROVIDE PLASTIC COVERS, COLOR TO MATCH ADJACENT SURFACE OR AS SELECTED BY THE ARCHITECT. PROVIDE APPROPRIATE COVERS OVER SPECIAL PURPOSE RECEPTACLES. PROVIDE NEW WEATHERPROOF COVERPLATES FOR OUTLETS AND SWITCHES AS INDICATED ON THE DRAWINGS AND FOR ALL EXTERIOR DEVICES. R. PROVIDE WIRE AND CABLE WITH INSULATION VOLTAGE RATING EQUAL TO OR GREATER THAN THE APPLIED SYSTEM VOLTAGE. PROVIDE SOLID OR STRANDED COPPER CONDUCTORS WITH TYPE THWN, THHN, OR XHHN INSULATION FOR N0. 12 AWG AND N0. 10 AWG CONDUCTORS. PROVIDE STRANDED COPPER CONDUCTORS WITH TYPE THWN, THHN, OR XHHW INSULATION FOR N0. 8 AWG AND LARGER CONDUCTORS. PROVIDE MINIMUM N0. 12 AWG CONDUCTOR SIZE, UNLESS NOTED OTHERWISE. USE THE MINIMUM CONDUCTOR SIZE WHEN NO SIZE IS INDICATED. ALL CONDUCTORS TO BE COLOR -CODED AS FOLLOWS;120/208 VOLT SYSTEMS -PHASE A(BLACK), PHASE B(RED), PHASE C(BLUE), NEUTRAL(WHITE). 277/480 VOLT SYSTEMS -PHASE A(BROWN), PHASE B(ORANGE), PHASE C(YELLOW), NEUTRAL(WHITE WITH TRACER OR GRAY). GROUNDING SYSTEM(GREEN). S. PRIOR TO TURNING THE BUILDING OVER TO THE OWNER TURN ON ALL EQUIPMENT IN THE BUILDING INCLUDING LIGHTING AND WITH A MULTIMETER, READ THE CURRENT DRAWN ON EACH HOT LEG OF FEEDER SUPPLYING EACH DISTRIBUTION PANEL. IF THE CURRENT IN ANY ONE LEG VARIES MORE THAN 5� (PLUS OR MINUS) FROM THE ARITHMETIC AVERAGE OF THE CURRENT IN ALL THE HOT LEGS, RECONNECT THE BRANCH CIRCUITS TO OBTAIN A BALANCED LOADING. T. PROVIDE FIRE BARRIERS AROUND CONDUIT, PIPE, TUBING, BUS DUCTS AND CABLES PASSING THROUGH SMOKE AND FIRE RATED FLOORS AND WALLS. PROVIDE CP 25, 303 AND PSS7904 SERIES BY 3M, OR "FLAME -SAFE" SYSTEM BY THOMAS AND BETTS CORP FOR FIRE SEALS. U. MAKE CONNECTIONS TO ALL MOTORS AND EQUIPMENT FURNISHED AND SET IN PLACE BY OTHERS. PROVIDE STARTERS, MANUAL CONTROLS AND AUXILIARY EQUIPMENT WHERE INDICATED IN SCHEDULES AND SPECIFIED HEREIN. PROVIDE ALL DISCONNECT SWITCHES AS INDICATED IN SCHEDULES, SPECIFIED HEREIN AND REQUIRED BY CODE. V. FREE RUN CABLES TO BE SECURED TIGHT AGAINST STRUCTURE. BUNDLE ALL LOW VOLTAGE CABLES TOGETHER WHENEVER POSSIBLE. 16400 - POWER DISTRIBUTION A. PROVIDE FUSES OF THE FOLLOWING TYPES (BUSSMAN USED AS REFERENCE): 1. 600 AMPS AND ABOVE: TIME -DELAY TYPE DESIGNED TO HOLD 500� OF RATED CURRENT FOR A MINIMUM OF 4 SECONDS AND CLEAR 20 TIMES CURRENT IN 0.01 SECONDS OR LESS WITH INTERRUPTING RATINGS OF 200,000 AMPERES RMS SYMMETRICAL AND PEAK LET -THROUGH CURRENT AND ENERGY LET -THROUGH VALUES ESTABLISHED BY U.L. STANDARD FOR CLASS L FUSES. PROVIDE KRP-C FUSES. 2. BELOW 600 AMPS: DUAL -ELEMENT CONSTRUCTION WITH INTERRUPTING RATING OF 200,000 AMPERES RMS SYMMETRICAL AND PEAK LET-THRU CURRENT ESTABLISHED BY U.L. STANDARD FOR CLASS RK-1 FUSES. PROVIDE LPN-RK/LPS-RK. 3. MOTOR CIRCUITS: PROTECT ALL INDIVIDUAL MOTOR CIRCUITS WITH FULL LOAD AMPERE RATING (FLA) OF 480 AMPERES OR LESS WITH DUAL -ELEMENT TIME -DELAY FUSES. PROVIDE LPN-RK/LPS-RK. PROTECT LARGER HORSEPOWER MOTORS WITH TIME -DELAY FUSES. PROVIDE KRP-C FUSES. PROVIDE U.L. CLASS RK1, DUAL -ELEMENT TIME -DELAY FOR ALL OTHER MOTORS,. 4. MOTOR CONTROLLERS: PROTECT NEMA AND IEC STYLE MOTOR CONTROLLERS WITH DUAL -ELEMENT, TIME -DELAY FUSES TO PROVIDE TYPE 2 COORDINATION FOR THE CONTROLLER. PROVIDE LPS-RK FUSES. 5. PROTECT CIRCUIT BREAKER PANELS WITH U.L. CLASS RK1, CLASS L FUSES. PROVIDE LPN-RK, LPS-RK, OR KRP-C FUSES. 6. PROVIDE FUSE SIZES AS INDICATED ON THE DRAWINGS. 7. ACCEPTABLE MANUFACTURERS: BUSSMAN, FERRAZ-SHAWMUT OR LITTELFUSE OR PRE -APPROVED EQUAL. B. PROVIDE PANELBOARD ASSEMBLIES ADHERING TO THE FOLLOWING SPECIFICATIONS: 1. ENCLOSURES CONSTRUCTED OF GALVANIZED SHEET STEEL OF THICKNESS AS REQUIRED BY CODE, WITH ENAMELED STEEL TRIM, DISTRIBUTED BUSING, HINGED STEEL DOORS LATCHES, LOCKS AND ADJUSTABLE TRIM CLAMPS. PROVIDE NEMA 3R ENCLOSURES FOR EXTERIOR LOCATIONS. 2. PROVIDE WELDED METAL FRAME WITH TYPED CIRCUIT DIRECTORY FOR EACH PANEL. 3. COMPLIANT TO THE FOLLOWING STANDARDS: UL 50, UL 67, NEMA PB-1, NFPA 70 AND FED. SPEC W-P-115C UL 489, NEMA AB-1, FED. SPEC. W-C-375E/GEN, IEC 157-1 AND BS 4752. 4. COMPLIANT TO ARTICLE 408 OF THE NEC: SWITCHBOARDS AND PANELBOARDS. 5. PROVIDE PANELBOARDS WITH SHORT CIRCUIT CURRENT RATINGS AS SHOWN ON THE PLANS. 6. PROVIDE 240 VOLT AC RATED PANELBOARDS FOR 208/120 AND 240 VOLT AC SYSTEMS. PROVIDE 480/277 VOLT RATED PANELBOARDS FOR 480/277 VOLT SYSTEMS. 7. PROVIDE TIN-PLATED COPPER BUS BARS OR TIN-PLATED ALUMINUM BUS BARS. 8. PROVIDE PROPER LUGS (75° C. MINIMUM TEMPERATURE RATING) AND GUTTER SPACE FOR CABLE SIZE INDICATED ON THE PLANS. 9. PROVIDE ALL PANELS BY THE SAME MANUFACTURER. 10. PROVIDE SCREW MOUNTED, ENGRAVED NAMPLATES FOR EACH PANELBOARD. 11. PROVIDE MOLDED CASE, NON-ADJUSTABLE, THERMAL -MAGNETIC, QUICK -MAKE, QUICK -BREAK, BOLT -ON TYPE CIRCUIT BREAKERS. REFER TO THE SCHEDULES ON THE PLANS FOR SIZES AND QUANTITIES. 12. PROVIDE MULTI -POLE BREAKERS WHERE INDICATED ON THE SCHEDULES. HANDLE TIES ON SINGLE POLE BREAKERS ARE NOT ACCEPTABLE. 13. SERIES RATING OF CIRCUIT BREAKERS IS NOT ALLOWED. 14. PROVIDE SECONDARY GROUND BUS IN EACH 208/120V PANEL BOARD. 15. ACCEPTABLE MANUFACTURERS: C. 240 VOLT 1. SQUARED TYPE NQOD OF NF 2. SIEMENS TYPE S1 SERIES 3. EATON POW-R-LINE 1 A SERIES 4. GENERAL ELECTRIC AQ SERIES 5. PRE -APPROVED EQUAL D. 480 VOLT 1. SQUARED D TYPE NF 2. SIEMENS TYPE S2 SERIES 3. EATON POW-R-LINE 2A SERIES 4. GENERAL ELECTRIC AE SERIES 5.PRE-APPROVED EQUAL E. PROVIDE PANEL IDENTIFICATION LABEL FOR EACH PANEL INCLUDING PANEL NAME, VOLTAGE AND >, ,> FEEDER. FOR EXAMPLE: HDP-1-1 480 277 V 3k 4 WIRE 2 C - 4 4 0 THWN . F. MOUNT PANELBOARDS AND CABINETS TO BUILDING STRUCTURE OR INTERIOR WALL CONSTRUCTION. MOUNT INDEPENDENT OF CONDUIT AND RACEWAYS ENTERING BOXES. G. MOUNT PANELBOARDS WITH CABINET TOP AT 78" ABOVE FINISHED FLOOR. H. PROVIDE 3/4"EMPTY CONDUITS FROM EACH FLUSH MOUNTED PANELBOARD. WHEN THE FLOOR IS ON GRADE, PROVIDE THREE (3) CONDUITS INTO THE CEILING CAVITY ABOVE. WHEN THE FLOOR HAS ACCESSIBLE SPACE BELOW, PROVIDE TWO (2) CONDUITS INTO THE CEILING SPACE ABOVE AND TWO (2) CONDUITS INTO THE ACCESSIBLE SPACE BELOW THE FLOOR. ENDS SHALL BE CAPPED AND SHALL BE TAGGED AT BOTH ENDS WITH PERMANENT TAGS. I. PROVIDE A CIRCUIT DIRECTORY COMPLETELY TYPED ON THE INTERIOR OF EACH PANEL DOOR. K. EQUIPMENT GROUND - SOLIDLY GROUND ALL CONDUIT SYSTEMS, SWITCH BOXES, CABINETS, MOTOR FRAMES, SWITCHGEAR, TRANSFORMERS, AND ALL OTHER PERMANENTLY INSTALLED EQUIPMENT IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE TO FORM A CONTINUOUS, PERMANENT AND EFFECTIVE GROUNDING SYSTEM. BOND EXPANSION JOINTS AND METAL RACEWAY SECTIONS. PROVIDE GROUND CONDUCTOR AS INDICATED ON THE DRAWINGS OR SPECIFIED HEREIN. L. WHEN CONNECTING SINGLE PHASE CIRCUITS AND EQUIPMENT TO A THREE (3) PHASE SYSTEM, DISTRIBUTE THE LOADS ON THE PHASES TO ACHIEVE AN APPROXIMATELY BALANCED LOADING OF THE THREE-PHASE SYSTEM. 16430 - MOTOR CONTROL A. PROVIDE "ON -OFF" TOGGLE TYPE MANUAL STARTER SWITCH WITH THERMAL OVERLOAD PROTECTION FOR SINGLE PHASE MOTORS, WHERE MANUAL CONTROL IS INDICATED. PROVIDE EACH SWITCH WITH A RED PILOT LIGHT INDICATING WHEN MOTOR IS ON. B. PROVIDE FULL VOLTAGE TYPE STARTERS AND THERMAL OVERLOAD PROTECTION AND EXTERNAL MANUAL RESET FOR ALL THREE-PHASE MOTORS, UNLESS INDICATED OTHERWISE. EQUIP EACH STARTER WITH 120 VOLT COIL, CONTROL POWER TRANSFORMER, SECONDARY FUSE BLOCK AND FUSES, AUXILIARY CONTACTS AS INDICATED, RED "ON" PILOT LIGHT, AND "HAND -OFF -AUTO" CONTROL SWITCH. PROVIDE COMBINATION STARTER/DISCONNECT WHEN INDICATED ON THE PLANS. ACCEPTABLE MANUFACTURERS FOR MAGNETIC STARTERS: ALLEN-BRADLEY BULL. 509 & 512, SQUARED CLASS 8536, EATON, GENERAL ELECTRIC, SIEMENS EQUIVALENT OR PRE -APPROVED EQUAL. C. PROVIDE MANUAL MOTOR STARTING SWITCH OR TYPE "SS" FUSED DISCONNECT ADJACENT TO EACH 120 VAC SINGLE PHASE MOTOR LOCATED OUT OF SIGHT AND/OR IN EXCESS OF 50'-0" FROM THE CONTROLLER, OR AS INDICATED ON THE DRAWINGS.. D. INTER LOCK ROOFTOP HVAC UNIT FAN STARTER WITH DUCT DETECTOR TO SHUT DOWN FAN UPON DETECTOR ACTIVATION. 16460 - TRANSFORMERS A. PROVIDE VENTILATED, INDOOR, DRY -TYPE DISTRIBUTION TRANSFORMER WITH THE CAPACITY AND VOLTAGE CHARACTERISTICS INDICATED ON THE DRAWINGS. TRANSFORMERS 15 KVA AND ABOVE WILL BE DESIGNED TO OPERATE WITH A 115 DEGREES C. TEMPERATURE RISE ABOVE 40 DEGREES C. AMBIENT. PROVIDE ALL INSULATING MATERIALS FOR A 220 DEGREES C. INSULATION SYSTEM. B. PROVIDE TRANSFORMERS MEETING OR EXCEEDING NEMA CLASS 1 EFFICIENCY REQUIREMENTS AS REQUIRED IN THE LOCAL ENERGY CODE. C. PROVIDE VOLTAGE TAPS AS INDICATED BELOW: 1. PROVIDE TWO 5% FCBN TAPS FOR ALL SINGLE AND 3 PHASE TRANSFORMERS 9 KVA AND BELOW. 2. PROVIDE TWO 2 1 /2% FCBN AND TWO 2 1 /2% FCAN TAPS FOR ALL 3 PHASE TRANSFORMERS 15 KVA AND BELOW. 3. PROVIDE FOUR 2 1 /2� FCBN AND TWO 2 1 /2% FCAN TAPS FOR ALL 3 PHASE TRANSFORMERS ABOVE 15 KVA. D. PROVIDE SOUND RATINGS NOT EXCEEDING THE FOLLOWING LEVELS: 1. 0 TO 15 KVA, 40 DECIBELS. 2. 15 TO 50 KVA, 45 DECIBELS. 3. 50 TO 150 KVA, 50 DECIBELS. 4. 150 KVA OR GREATER, 50 DECIBELS. E. PROVIDE CONTINUOUS COPPER OR ALUMINUM COIL CONDUCTORS WITH BRAZED OR WELDED TERMINATIONS. F. ISOLATE TRANSFORMER CORE AND COIL FROM THE ENCLOSURE USING VIBRATION - ABSORBING MOUNTS. G. PROVIDE TRANSFORMERS 75 KVA OR LESS WITH ENCLOSURES SUITABLE FOR WALL, FLOOR OR TRAPEZE MOUNTING. PROVIDE TRANSFORMER LARGER THAN 75 KVA WITH ENCLOSURES SUITABLE FOR FLOOR OR TRAPEZE MOUNTING. H. PROVIDE MAXIMUM CASE TEMPERATURES NOT EXCEEDING A 35C TEMPERATURE RISE ABOVE A 40 DEGREE C AMBIENT. I. ACCEPTABLE MANUFACTURERS: EATON, GENERAL ELECTRIC, SIEMENS, SORGEL, HEVI-DUTY JEFFERSON ELECTRIC OR PRE -APPROVED EQUAL. 16500 - LIGHTING A. COMPLY WITH NEC AS APPLICABLE TO THE INSTALLATION AND CONSTRUCTION OF LIGHT FIXTURES. B. COMPLY WITH IBC AS APPLICABLE TO THE INSTALLATION AND CONSTRUCTION OF LIGHT FIXTURES. C. PROVIDE LIGHT FIXTURES THAT ARE LISTED AND LABELED BY U.L. OR ANOTHER NATIONALLY RECOGNIZED TESTING LABORATORY FOR THE APPLICATION. D. COMPLY WITH ALL LOCAL, STATE AND FEDERAL ENERGY CODES. E. PROVIDE FIXTURES WITH LAMPS, FOR EACH OUTLET SHOWN ON THE DRAWINGS AND AS SPECIFIED HEREIN. SEE FIXTURES LIST ON THE PLAN. F. PROVIDE SOLID STATE, SLIDE -TYPE DIMMERS SUITABLE FOR MOUNTING BEHIND A STANDARD DEPTH FACEPLATE AND FOR OPERATION ON COMMON NEUTRAL CIRCUITS. 1. PROVIDE 600 WATTS CAPACITY PER DIMMER UNLESS NOTED OTHERWISE ON THE PLANS. 2. ACCEPTABLE MANUFACTURERS: A. LUTRON NOVA T-STAR SERIES B. PRE -APPROVED EQUAL G. SOLID STATE TYPE TIME SWITCHES. 1. PROVIDE SOLID STATE, PROGRAMMABLE 24 HOUR OR 7-DAY, ELECTRIC TIME SWITCH WITH FOUR (4) SPST CONTACT RATED 20A AT 240 VOLTS. PROVIDE LONG LIFE LITHIUM BATTERY BACKUP TO MAINTAIN TIME AND MEMORY SETTING DURING A POWER OUTAGE. 2. PROVIDE ASTRONOMICAL CONTROL. 3. ACCEPTABLE MANUFACTURERS: A. PARAGON EC7000 SERIES B. TORK MODEL D100 SERIES C. PRE -APPROVED EQUAL H. PROVIDE LIGHTING CONTACTORS THAT ADHERE TO THE FOLLOWING SPECIFICATIONS, WHERE LIGHTING CONTROL RELAYS OR CONTACTORS ARE CALLED OUT ON THE DRAWINGS: 1. ELECTRICALLY HELD RELAY, 30 AMP BALLAST RATED, 20 AMPS TUNGSTEN RATED C�? 277 VOLTS 2. 2 POLE MINIMUM (REFER TO PLANS FOR REQUIRED POLES) 3. INSTALLED IN NEMA 1 ENCLOSURE INDOORS, NEMA 3R ENCLOSURE OUTDOORS. 4. COIL VOLTAGE: 24VAC. 5. COORDINATE ACCESSORIES WITH DIVISION 15'S EMS CONTRACTOR. 6. APPROVED MANUFACTURERS: A. SQUARED CLASS 8903, TYPE 'L' SERIES. B. ASCO 917 SERIES C. SIEMENS TYPE CLM D. PRE -APPROVED EQUAL I. PROVIDE PHOTOELECTRIC SWITCH CONTROL WITH A SET OF SPST CONTACTS RATED AT 120 VOLT AC, 1800VA IN A NEMA 3R ENCLOSURE. 1. UL LISTED. 2. APPROVED MANUFACTURERS: A. PARAGON CW/210 SERIES B. TORK 2101 SERIES 3. IF USED AS A SENSOR INPUT TO THE LIGHTING CONTROL SYSTEM, PROVIDE PHOTOCELL CONTROLLERS FULLY -COMPATIBLE WITH THE LIGHTING CONTROL PANELS USED ON THIS PROJECT. REFER TO SECTION 16915. J. PROVIDE ALL HANGERS, RODS, MOUNTING BRACKETS, SUPPORTS, FRAMES, ETC. FOR PROPER AND SAFE FIXTURE INSTALLATION. INSTALL ALL FIXTURES IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS AND INSTRUCTIONS. K. PROVIDE FIXTURES COMPLETE WITH ALL AUXILIARIES REQUIRED FOR PROPER, SAFE AND DISTORTION FREE INSTALLATION IN THE VARIOUS CEILING CONSTRUCTIONS IN WHICH THEY APPEAR. COORDINATE CEILING TYPES WITH THE ARCHITECTURAL DRAWINGS AND PROVIDE COMPATIBLE FIXTURES. L. PROVIDE FELT OR FIBERGLASS GASKETS ON ALL INCANDESCENT LIGHTING FIXTURES WHERE NECESSARY TO PREVENT LIGHT LEAKAGE AT THE CEILING LINE. M. SECURELY SUPPORT ALL LIGHT FIXTURES DIRECTLY FROM BUILDING STRUCTURAL MEMBERS OR 11 /2" OR LARGER STEEL CEILING FRAMING CHANNELS. USE STEEL CHANNEL EQUIVALENT TO KINDORF #6029 WHERE IT IS NECESSARY TO SPAN THE BUILDING STRUCTURAL MEMBERS FOR FIXTURE SUPPORT. WOOD SUPPORTING MEMBERS OR WIRES WILL NOT BE ACCEPTABLE. PROVIDE MINIMUM %" DIAMETER LAG SCREWS WHEN ANCHORING INTO WOOD STRUCTURAL MEMBERS. PENETRATE WOOD STRUCTURAL MEMBERS A MINIMUM OF 2" WITH ALL SCREWS. PROVIDE STEEL OR LEAD, EXPANDABLE TYPE, ANCHORS WITH MINIMUM PENETRATION OF 11 /2" WHEN ANCHORING TO CONCRETE. WHEN INSTALLING LIGHT FIXTURES IN A SEISMIC ZONE, SECURE TO MEET ALL REQUIREMENTS. N. DO NOT SUSPEND ANY CONDUIT, LIGHT FIXTURES, OR BALLASTS FROM METAL ROOF DECK OR FROM THE CEILING SUSPENSION WIRES. SUPPORT ALL LAY -IN FIXTURES INDEPENDENT OF THE CEILING SUPPORT SYSTEM. PROVIDE FASTENING CLIPS ON EACH CORNER OF EACH FIXTURE IN ACCORDANCE WITH THE IBC AND STATE BUILDING CODES. EQUIP ALL FIXTURES USING CONDUIT STEMS WITH BALL SWIVEL HANGERS. IN FINISHED AREAS, PROVIDE CANOPIES FOR THE HANGERS. 0. SUPPORT ALL SURFACE MOUNTED FLUORESCENT FIXTURES WITH A MINIMUM OF ONE HANGER PER FIXTURE PLUS ONE PER ROW. SUPPORT INDIVIDUAL FIXTURES WITH A MINIMUM OF TWO HANGERS. ATTACH FIXTURE HANGERS TO THE CEILING GRID PER CODE. P. SUPPORT ALL SUSPENDED FLUORESCENT FIXTURES WITH A MINIMUM OF TWO FIXTURE HANGERS. ATTACH EACH HANGAR TO A DEDICATED ANCHOR. LOCATE HANGARS DIRECTLY ABOVE THE CORNERS OF THE LIGHT FIXTURES. Q. WIRE ALL RECESSED LAY -IN FIXTURES WITH 6 FEET OF FLEXIBLE METAL CONDUIT WITH TYPE "THHN/THWN" WIRE TO THE OUTLET BOX. PROVIDE GROUNDING TYPE CONNECTORS FOR ALL CONDUIT AND CABLE. R. PROVIDE OUTLET BOXES ADJACENT TO EACH RECESSED FIXTURE OUTLET IN SUSPENDED CEILINGS TO PERMIT EACH FIXTURE TO BE ADJUSTED TO FIT CEILING PATTERN AND TO PERMIT "FEED THROUGH" WIRING. S. AT THE TIME OF SUBSTANTIAL COMPLETION, ALL FIXTURES MUST BE INSTALLED AND CAMPED WITH NEW LAMPS. INSTALL ALL FIXTURES COMPLETE WITH LENSES, DIFFUSERS, REFLECTORS, LOUVERS AND OTHER REQUIRED ACCESSORIES. T. REPLACE ANY DAMAGED REFLECTORS, DIFFUSERS, LOUVERS OR OTHER COMPONENTS AT NO EXPENSE TO THE OWNER. U. CLEAN ALL FIXTURES FREE OF DUST, FINGER PRINTS, PAINT, ETC.. V. PERFORM AIMING AND ADJUSTMENT OF ALL LIGHTING FIXTURES IN ACCORDANCE WITH INSTRUCTIONS ISSUED BY THE ENGINEER/TENANT. ADJUST ALL DIRECTIONAL TYPE FIXTURES (INTERIOR AND EXTERIOR) AFTER DARK UNDER THE DIRECTION OF THE ARCHITECT, ENGINEER, AND/OR TENANT. W. INSTALL DIMMERS WHERE INDICATED ON THE DRAWINGS. 1. WHERE DIMMERS ARE SHOWN GANGED WITH OTHER DIMMERS AND/OR OTHER DEVICES, SIZE OUTLET SUCH THAT DIMMERS WILL NOT BE UNDERATED. X. INSTALL PHOTOCELLS) PER MANUFACTURER'S RECOMMENDATIONS. 1. AIM AWAY FROM ARTIFICIAL LIGHT SOURCES SUCH AS STREET LIGHTS OR SECURITY LIGHTS. 2. SEAL PENETRATIONS THROUGH ROOF OR PENTHOUSE WALL. Y. INSTALL TIME SWITCHES ADJACENT TO THE SOURCE LIGHTING PANEL, UNLESS SPECIFICALLY LOCATED ELSEWHERE ON THE PLANS. 1. SET LONGITUDE AND LATITUDE SETTINGS AND THE ASTRONOMICAL TIME. 2. PROVIDE TIME SETTINGS PER THE TENANT'S DIRECTION. Z. PROVIDE "NAMEPLATES" A SPECIFIED IN SECTION 16050 FOR ALL CONTACTORS AND TIME SWITCHES. LABEL CONTACTORS AND TIME SWITCHES TO INDICATE LOAD SERVED (E.G., CANOPY LIGHTS, STORE SIGN, ETC.). 16535 - EMERGENCY LIGHTING A. PROVIDE AUTOMATIC BATTERY POWERED LIGHTING UNITS AS INDICATED ON THE DRAWINGS. B. PROVIDE EMERGENCY LIGHTING AS SHOWN ON THE PLANS TO ILLUMINATE THE EGRESS CORRIDORS AND OTHER REQUIRED AREAS. REFER TO THE LIGHT FIXTURE SCHEDULE ON THE DRAWINGS FOR TYPES. C. PROVIDE AN INTENSITY OF NOT LESS THAN 1.0 FOOTCANDLE AT THE FLOOR LEVEL ALONG THE PATH OF EGRESS. D. PROVIDE AN EXIT LIGHT AT EACH EXIT AND ALONG THE EGRESS PATH AS REQUIRED. E CONNECT EMERGENCY LIGHTS TO THE UNSWITCHED BRANCH CIRCUITS) IN THE AREA PROVIDE HANDLE -LOCK DEVICE FOR THAT CIRCUIT. 16741 - VOICE AND DATA RACEWAY A. PROVIDE 4" SQUARE BOXES FOR EACH RECESSED OUTLET BOX. PROVIDE 3�" DEEP MASONRY TYPE IN RECESSED MASONRY INSTALLATIONS. PROVIDE MUD OR TILE RING AS REQUIRED FOR ALL BOXES. B. PROVIDE THE FOLLOWING IN ACCESSIBLE CEILINGS AS FOLLOWS: PROVIDE AN EMPTY BOX WITH (2) 1-1/2" CONDUITS STUBBED INTO CEILING SPACE FOR EACH TELEPHONE OUTLET INDICATED ON THE DRAWINGS; PROVIDE AN EMPTY BOX WITH (2) 1-1/2" CONDUITS STUBBED INTO CEILING SPACE FOR EACH DATA, VOICE/DATA OR FIBER OPTIC OUTLET INDICATED ON THE DRAWINGS; PROVIDE AN EMPTY BOX WITH WITH (2)1" CONDUITS STUBBED INTO CEILING SPACE FOR VOICE/DATA OUTLET AT SEASONAL REGISTER LOCATIONS INDICATED ON THE DRAWINGS. C. PROVIDE THE FOLLOWING IN INACCESSIBLE CEILINGS (PLASTER, SPLINE, GYPSUM, SECURITY GRID, PLANK, ETC.) AS FOLLOWS: PROVIDE AN EMPTY BOX WITH (2) 1-1 /2" CONDUITS ROUTED TO THE NEAREST TELEPHONE BACKBOARD LOCATION FOR EACH TELEPHONE OUTLET, UNLESS NOTED OTHERWISE ON THE PLANS; PROVIDE AN EMPTY BOX WITH (2) 1-1 /2" CONDUITS ROUTED TO THE NEAREST COMMUNICATIONS CLOSET BACKBOARD LOCATION FOR EACH DATA, VOICE/DATA, OR FIBER OPTIC OUTLET, UNLESS NOTED OTHERWISE ON THE PLANS; PROVIDE AN EMPTY BOX WITH (2) 1" CONDUITS ROUTED TO THE NEAREST COMMUNICATIONS CLOSET BACKBOARD LOCATION FOR VOICE/DATA OUTLET AT SEASONAL REGISTER LOCATIONS, UNLESS NOTED OTHERWISE ON THE PLANS. RECEIVED Oct 21 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT HALLBERG ENGINEERING Mechanical/Electrical Consulting Engineers 1750 Commerce Court White Bear Lake, MN 55110 (651) 748-1100 � Fax (651) 748-9370 � i, 10/20/2022 04/22/2022 �� W U W J Q N 0 � Y�� a � Q�� o �=z z O c� O Q �� c� m Q N W O Q .� U ��, O Z Preliminary Issue: Bid Issue: Landlord Issue: Permit Issue: Construction Issue: 10/20/2022 10/20/2022 10/20/2022 10/20/2022 ELECTRICAL SPECIFICATIONS Comm. Number R22-4301.020 date 10/20/2022 drawn By LV/BJK Checked By DJQ/PJF E3.0 ABBREVIATIONS PLUMBING SYMBOL LEGEND PLUMBING LINETYPE LEGEND EQUIPMENT TAGS AC AIR CONDITION (-ING, -ED) INV INVERT ----------------------------- DOMESTIC COLD WATER ACCU AIR COOLED CONDENSING UNIT GWH GAS WATER HEATER AFF ABOVE FINISHED FLOOR KW KILOWATT ® FLOOR DRAIN X ANCHOR a REDUCER ----------------------------- DOMESTIC COLD WATER (BELOW FLOOR/GRADE) AHU AIR HANDLING UNIT HU HUMIDIFIER AMP AMPERE (AMP, AMPS) LAT LEAVING AIR TEMPERATURE DOMESTIC COLD WATER (EXISTING) AHUP AIR HANDLING UNIT PUMP HUH HORIZONTAL UNIT HEATER AP ACCESS PANEL LBS POUNDS -------------------------------- - - DOMESTIC HOT WATER BP BOOSTER PUMP HWP HEATING WATER PUMP BTU BRITISH THERMAL UNIT LWB LEAVING WET BULB FLOOR SINK DOMESTIC HOT WATER EXISTING) ( CDWP CEF CONDENSER WATER PUMP CEILING EXHAUST FAN IH MAU INTAKE HOOD MAKE-UP AIR UNIT CBV CIRCUIT BALANCING VALVE LWT LEAVING WATER TEMPERATURE ® W/HALF GRATE �� PIPE FLANGE ► FLOW ARROW G GAS CHWP CHILLED WATER PUMP PCWP PRIMARY CHILLED WATER PUMP CFH CFM CUBIC FEET PER HOUR CUBIC FEET PER MINUTE MA MAX MIXED AIR MAXIMUM ------------------ G------------------ GAS (ON ROOF) CP CIRCULATING PUMP PHWP PRIMARY HEATING WATER PUMP CHW CIRCULATING HOT WATER MBH THOUSAND BTU'S/HR ® FLOOR SINK PIPE GUIDE � STEAM TRAP F&T ( ) G GAS (EXISTING ) CPR CRP CONDENSATE PUMP AND RECEIVER CONDENSATE RETURN PUMP PRV REF POWER ROOF VENTILATOR RELIEF EXHAUST FAN CHWR CHILLED WATER RETURN MIN MINIMUM W/FULL GRATE G GAS (EXISTING ON ROOF) CUH CABINET UNIT HEATER RF RETURN FAN CHWS CHILLED WATER SUPPLY MISC MISCELLANEOUS SANITARY SEWER (ABOVE FLOOR/GRADE) DHC DUCT HEATING COIL RH RELIEF HOOD CLG CEILING NA NOT APPLICABLE �] BALL VALVE Q AIR CHAMBER ,__r THERMOSTAT WELL SANITARY SEWER (BELOW FLOOR/GRADE) ECH ELECTRIC CABINET HEATER RTU ROOFTOP UNIT CO CLEANOUT NC NOISE CRITERIA EF EXHAUST FAN SCWP SECONDARY CHILLED WATER PUMP CR CONDENSATE RETURN NIC NOT IN CONTRACT SANITARY SEWER (EXISTING) EHC ELECTRIC HEATING COIL SEP SEWAGE EJECTOR PUMP CW COLD WATER NTS NOT TO SCALE WATER HAMMER -------------------------------------- VENT ES ELECTRONIC SENSOR SHWP SECONDARY HEATING WATER PUMP DB DECIBEL OA OUTSIDE AIR Da GATE VALVE * ARRESTER o EXPANSION JOINT -------------------------------------- VENT (UNDERFLOOR/GRADE) EUH ELECTRIC UNIT HEATER SP SUMP PUMP DEMO DEMOLITION OBD OPPOSED BLADE DAMPER VENT (EXISTING) EWC ELECTRIC WATER COOLER TF TRANSFER FAN DIA DIAMETER ORD OVERFLOW ROOF DRAIN EWH ELECTRIC WATER HEATER USF UTILITY SET FAN DIFF DIFFUSER PH PHASE (ELECTRICAL _ 1�I CHECK VALVE � WALL HYDRANT/ FLEXIBLE CONNECTOR FCU FAN COIL UNIT VAV VARIABLE AIR VOLUME BOX DWG DX DRAWING DIRECT EXPANSION PVC RA POLYVINYL CHLORIDE RETURN AIR HOSE BIBB MISC SYMBOL LEGEND FPB FAN POWERED VARIABLE AIR VOLUME BOX VUH WS VERTICAL UNIT HEATER WATER SOFTENER RD ROOF DRAIN . EAT ENTERING AIR TEMPERATURE REC RECESSED jai DRAIN VALVE EXPANSION TANK T TEST PLUG ELEC ELECTRICAL REL RELIEF � SPRINKLER HEAD (SEMI -RECESSED) ELEV ELEVATION RH RELATIVE HUMIDITY ® EQUIPMENT TAG � CONNECTION TO EXISTING EMS ESP ENERGY MANAGEMENT SYSTEM EXTERNAL STATIC PRESSURE RM ROOM �Q� � 2-WAY VALVE 0 WATER METER � STEAM TRAP (THERMOSTATIC) O SPRINKLER HEAD (UPRIGHT) EWB ENTERING WET BULB RPM SA REVOLUTIONS PER MINUTE SUPPLY AIR � REVISION TRIANGLE OX KEY NOTE EWT ENTERING WATER TEMPERATURE O SPRINKLER HEAD FULLY RECESSED ( ) EXH EXHAUST SAN SD SANITARY SMOKE DAMPER s � SOLENOID VALVE a FLOW METER 4 VACUUM RELIEF VALVE EXIST F EXISTING FAHRENHEIT SF SQUARE FEET SHEET INDEX FSD COMBINATION FIRE/SMOKE DAMPER SP SPEC STATIC PRESSURE SPECIFICATION M � MOTORIZED VALVE �, THERMOMETER 4 AQUASTAT FCO FLOOR CLEANOUT FD FIRE DAMPER ST STORM FD FLOOR DRAIN STD TD STANDARD TEMPERATURE DIFFERENCE EMERGENCY GAS � PO.O MECHANICAL TITLE SHEET AND SPECIFICATIONS FDC FIRE DEPARTMENT CONNECTION � SHUT-OFF VALVE � PRESSURE GAGE PRESSURE REGULATOR P1.0 PLUMBING PLAN FFE FINISHED FLOOR ELEVATION TSP TOTAL STATIC PRESSURE FLR FLOOR TYP TYPICAL FPM FEET PER MINUTE V VFD VOLTS VARIABLE FREQUENCY DRIVE � THERMOSTATIC/PRESSURE �, STRAINER � PIPE DOWN FT FOOT OR FEET BALANCE MIXING VALVE GA GAGE OR GAUGE VSD VARIABLE SPEED DRIVE VOL VOLUME GAL GC GALLONS GENERAL CONTRACTOR VTR VENT THROUGH ROOF TP TRAP PRIMING VALVE � PUMP o PIPE UP W WATTS GPH GALLONS PER HOUR W/ WITH HP HT HORSEPOWER HEIGHT W/0 WITHOUT � PRESSURE RELIEF VALVE P# PLUMBING FIXTURE TAG �> TEE DOWN HVAC HEATING, VENTILATING, AIR CONDITIONING WC WATER CLOSET HW HOT WATER WCO WALL CLEANOUT HZ HERTZ WT WEIGHT 11 BUTTERFLY VALVE F# FLOOR RECEPTOR TAG i�� UNION ID INSIDE DIAMETER � GLOBE VALVE Fs FLOW SWITCH rl PIPE CAP b CIRCUIT BALANCING � 3-WAY VALVE S PIPE BREAK VALVE PLUG VALVE BFP BACKFLOW PREVENTER M ECH A N I CAL S P E C I F I C A T I O N S 15000 GENERAL PROVISIONS 0.01 DEFINITIONS: THE TERMS LISTED BELOW ARE DEFINED AS FOLLOWS WHEN USED IN DIVISION 15 WORK AND ONLY DIVISION 15 WORK. A. WORK: LABOR AND MATERIALS OF THE CONTRACTOR AND/OR SUBCONTRACTOR. B. FURNISH: OBTAIN, COORDINATE, SUBMIT THE NECESSARY DRAWINGS, DELIVER TO THE JOBSITE IN NEW CONDITION AND GUARANTEE. C. INSTALL: RECEIVE AT THE JOB -SITE, UNLOAD, STORE, SET IN PLACE, CONNECT, PLACE IN OPERATION AND GUARANTEE. D. PROVIDE: FURNISH AND INSTALL. E. CONNECT: BRING SERVICE TO THE EQUIPMENT AND MAKE FINAL ATTACHMENTS INCLUDING NECESSARY PIPE FITTINGS, DUCTWORK, TRANSITIONS, ETC. F. CONCEALED: HIDDEN FROM SIGHT IN CHASES, FURRED SPACES, SHAFTS, ABOVE CEILING, EMBEDDED IN CONSTRUCTION, IN CRAWL SPACES OR BURIED. G. EXPOSED: NOT INSTALLED UNDERGROUND OR CONCEALED AS DEFINED ABOVE. H. REMOVE: REMOVE ALL EQUIPMENT AND MATERIALS NOT BEING RE -USED. DISPOSE OF OFF -SITE IN A LEGAL AND ENVIRONMENTALLY CONCIOUS MANNER. 0.02 PERFORMANCE: MECHANICAL CONTRACTOR SHALL PERFORM ALL WORK SPECIFIED, INDICATED AND REQUIRED UNLESS OTHERWISE NOTED, INCLUDING FINAL CONNECTIONS, IN A WORKMANLIKE MANNER USING WORKERS SKILLED AND EXPERIENCED IN THE TRADE. 0.03 SITE EXAMINATION: EXAMINE SITE BEFORE BIDDING. CLAIM NO EXTRAS RESULTING FROM LACK OF KNOWLEDGE OF SITE CONDITIONS. IF SITE CONDITIONS REQUIRE MODIFICATION OF THE SYSTEMS INDICATED IN THESE DOCUMENTS, SO ADVISE ENGINEER, AND IF ACCEPTED BY ENGINEER, INCLUDE COST OF SUCH MODIFICATIONS IN BID. 0.04 JOBSITE CONDITIONS: ACCEPT SOLE AND COMPLETE RESPONSIBILITY FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. 0.05 FULL FUNCTION: PROVIDE ALL MINOR ITEMS NECESSARY FOR A COMPLETE AND FULLY FUNCTIONAL INSTALLATION. 0.06 ADMINISTRATION: PROVIDE EVIDENCE OF LICENSING, BONDING, AND INSURANCE, AND PERFORM OTHER ADMINISTRATIVE FUNCTIONS, AS REQUIRED. 0.07 PERMITS: PROCURE AND PAY FOR ALL REQUIRED PERMITS AND SERVICE CHARGES. 0.08 UTILITY SERVICES: ARRANGE FOR ALL REQUIRED UTILITY SERVICES AND PAY ALL UTILITY SERVICE FEES. 0.09 COORDINATION: CONFORM TO GENERAL CONSTRUCTION CONTRACT DOCUMENTS EXCEPT AS MODIFIED HEREIN. REFER ALSO TO STRUCTURAL AND ELECTRICAL CONTRACT DOCUMENTS. COORDINATE ALL WORK WITH OTHER TRADES. 0.10 CUTTING AND PATCHING: CUT AND PATCH AS REQUIRED. CUT OR WELD STRUCTURAL MEMBERS ONLY WITH APPROVAL OF STRUCTURAL ENGINEER. PATCHING SUBJECT TO APPROVAL BY ARCHITECT. 0.11 EXISTING FLOORS: TRENCH OR CORE BORE EXISTING FLOORS PER LANDLORD REQUIREMENTS. 0.12 ROOF PENETRATIONS: ALL ROOFING WORK SHALL BE PERFORMED BY LANDLORD -APPROVED ROOFING CONTRACTOR AT THIS CONTRACTOR'S COST. COORDINATE WITH LANDLORD. 0.13 EQUIPMENT SUBSTITUTIONS: REIMBURSE ELECTRICAL CONTRACTOR, AT NO CHARGE TO TENANT, FOR HIS COSTS INCURRED DUE TO SUBSTITUTION OF MECHANICAL EQUIPMENT HAVING ELECTRICAL REQUIREMENTS DIFFERING FROM THOSE INDICATED. 0.14 ADJUSTMENTS: MAKE MINOR ADJUSTMENTS TO WORK WHERE REQUESTED BY TENANT, WHEN SUCH ADJUSTMENTS ARE NECESSARY TO PROPER OPERATION AND WITHIN THE INTENT OF THE CONTRACT. 0.15 REFERENCE STANDARDS: COMPLY WITH APPLICABLE STANDARDS OF NFPA, ANSI, UL, ASHRAE, AND SMACNA, EXCEPT AS SUPERSEDED BY LOCAL AUTHORITY. CONFORM WITH CONTRACT DOCUMENTS WHERE THEY EXCEED CODE MINIMUM REQUIREMENTS. 0.16 LOCAL REQUIREMENTS: COMPLY WITH THE REQUIREMENTS OF APPLICABLE CODES, LANDLORD, SERVING UTILITIES, AND THE LOCAL AUTHORITY HAVING JURISDICTION. SECURE APPROVAL OF INSTALLATION BY LANDLORD, LOCAL AUTHORITY, AND OTHERS AS REQUIRED. 0.17 MATERIALS AND EQUIPMENT: PROVIDE NEW, UL LISTED, COMMERCIAL GRADE MATERIALS, DEVICES, EQUIPMENT, AND FIXTURES, SUITABLE FOR ENVIRONMENT. REUSE EXISTING ONLY WHEN COMPLIANT WITH THE CONTRACT DOCUMENTS, IN GOOD CONDITION, AND APPROVED BY THE ENGINEER. 0.18 SHOP DRAWINGS: BEFORE ORDERING EQUIPMENT AND MATERIALS, SUBMIT NOT LESS THAN FIVE CERTIFIED COPIES OF ALL SHOP AND EQUIPMENT DRAWINGS FOR ENGINEER'S REVIEW, WHO WILL RETAIN TWO COPIES. ONLY FURNISH SYSTEMS AND EQUIPMENT IN COMPLIANCE WITH ACCEPTED SHOP DRAWINGS. 0.19 INSTALLATION: INSTALL ALL MATERIALS, EQUIPMENT AND SYSTEMS IN FULL ACCORD WITH MANUFACTURER'S INSTRUCTIONS. 0.20 LAYOUT: INSTALL ALL PIPING AND DUCTWORK TO PRESENT A NEAT AND ORDERLY APPEARANCE. RUN ALL LINES PARALLEL WITH BUILDING CONSTRUCTION. MAINTAIN HEADROOM AND EQUIPMENT CLEARANCE, AND GRADIENT WHERE REQUIRED. ALLOW FOR EXPANSION AND CONTRACTION. 0.21 ACCESS DOORS: PROVIDE ACCESS DOORS OR PANELS FOR ALL VALVES, CLEANOUTS, DAMPERS, CONTROLS, DEVICES, AND OTHER ITEMS REQUIRING INSPECTION OR MAINTENANCE. ACCESS PANELS SERVING HVAC COMPONENTS SHALL BE 12-INCHES BY 12-INCHES MINIMUM OR LARGER TO PROVIDE SUFFICIENT WORKING CLEARANCE FOR COMPONENT BEING ACCESSED. 0.22 COMMISSIONING: THOROUGHLY TEST AND DEMONSTRATE PROPER OPERATION OF ALL SYSTEMS AND EQUIPMENT FURNISHED OR INSTALLED UNDER THIS CONTRACT. 0.23 RECORD DRAWINGS: PREPARE AND SUBMIT TO GENERAL CONTRACTOR RECORD DRAWINGS SHOWING ALL SIGNIFICANT DEVIATIONS FROM CONSTRUCTION DOCUMENTS. INCLUDE MANUFACTURER AND MODEL NUMBERS FOR ALL EQUIPMENT INSTALLED. 0.24 0 & M MANUALS: AN OPERATION AND MAINTENANCE MANUAL SHALL BE PROVIDED TO THE BUILDING OWNER OR OPERATOR. THE MANUAL SHALL INCLUDE BASIC DATA RELATING TO THE OPERATION AND MAINTENANCE OF HVAC SYSTEMS AND EQUIPMENT. REQUIRED ROUTINE MAINTENANCE ACTIONS SHALL BE CLEARLY IDENTIFIED. WHERE APPLICABLE, HVAC CONTROLS INFORMATION SUCH AS DIAGRAMS, SCHEMATICS, CONTROL SEQUENCE DESCRIPTIONS, AND MAINTENANCE AND CALIBRATION INFORMATION SHALL BE INCLUDED. 0.25 WARRANTY: UNCONDITIONALLY WARRANT ALL WORK TO BE FREE OF DEFECTS IN MATERIALS AND WORKMANSHIP FOR ONE YEAR FROM DATE OF FINAL ACCEPTANCE, EXCEPT WARRANT AIR CONDITIONING COMPRESSORS FOR FIVE YEARS AND GAS -FIRED HEAT EXCHANGERS FOR 10 YEARS. DURING WARRANTY PERIOD, REPAIR OR REPLACE DEFECTIVE MATERIALS, EQUIPMENT OR WORKMANSHIP WITHOUT COST TO TENANT. 0.26 EQUIPMENT IDENTIFICATION: IDENTIFY ALL APPLICABLE ROOFTOP EQUIPMENT WITH TENANT'S NAME, SPACE NUMBER AND UNIT NUMBER, USING 2" HIGH PAINTED CHARACTERS OR STAMPED METAL TAG. LABEL INDOOR EQUIPMENT WITH UNIT NUMBER IN LIKE MANNER. 0.27 DRAWINGS ARE DIAGRAMMATIC: VERIFY ALL DIMENSIONS AND LENGTHS, AND ADJUST EQUIPMENT, PIPE AND DUCT LOCATIONS TO AVOID CONFLICTS WITH OTHER CONSTRUCTION AND TRADES. 0.28 DOCUMENT PRIORITY: DRAWING INDICATIONS AND NOTATIONS SUPERSEDE THESE SPECIFICATIONS. 0.29 RATINGS: REFER TO DRAWINGS AND SCHEDULES FOR ADDITIONAL RATINGS AND REQUIREMENTS. 0.30 PROJECT REQUIREMENTS: REFER TO DRAWINGS FOR PARTICULAR PROJECT REQUIREMENTS, AS NOT ALL ITEMS INCLUDED IN THESE SPECIFICATIONS MAY BE REQUIRED FOR THIS PROJECT. 0.31 DOCUMENT ERRORS: NOTIFY THE ENGINEER OF ANY ERRORS, DISCREPANCIES OR OMISSIONS BEFORE CONSTRUCTION OR FABRICATION OF AFFECTED WORK, OR, FAILING SUCH NOTICE, BE RESPONSIBLE FOR CORRECTING SAME WITHOUT COST TO TENANT, ARCHITECT OR ENGINEER. 15100 BASIC MATERIALS AND METHODS 1.10 PIPE HANGERS AND SUPPORTS: PROPERLY SUPPORT ALL PIPING FROM JOISTS (TOP CHORD) OR OTHER STRUCTURAL MEMBERS. FOR PIPES UP TO 4" O.D., USE GRINNELL FIG. 260 CLEVIS HANGERS WITH 3/8" ROD, OR FIG. 195 BRACKETS. 1.20 INSULATION SHIELDS: PROVIDE 18 GAUGE X 12" LONG GALVANIZED INSULATION SHIELDS AT SUPPORT POINTS FOR INSULATED PIPES. 1.30 PIPE SUPPORT SPACING: SUPPORT PIPE NOT LESS THAN 6 FT. ON CENTER FOR COPPER PIPE UP TO 2" O.D., OR NOT LESS THAN 10 FT. ON CENTER FOR STEEL PIPE UP TO 4" O.D. 1.40 COPPER CONTACT: PROVIDE COPPER PLATED HANGERS AND SUPPORTS WHERE IN CONTACT WITH COPPER PIPE. 1.50 PIPE SLEEVES: SLEEVE ALL HORIZONTAL PIPING WHICH PENETRATES WALLS WITH STANDARD WEIGHT STEEL PIPE OF 1" GREATER DIAMETER THAN PIPE OR INSULATION O.D. CUT SLEEVE FLUSH WITH WALL. FINISH BOTH SIDES. 1.60 SEALANT: SEAL PIPE SLEEVES WITH ROPE AND EXPANDO NON -SHRINK SEALANT. FIRE/SMOKE SEAL PENETRATIONS OF RATED CONSTRUCTION TO MAINTAIN RATING. 1.70 WALL PLATES: FIT UNCOVERED PIPE PASSING THROUGH WALLS WITH WALL PLATES, CRANE N0. 10 OR EQUAL. 15200 THERMAL AND ACOUSTIC INSULATION 2.10 VIBRATION ISOLATION: PROVIDE EFFECTIVE VIBRATION ISOLATION DEVICES, AND FLEXIBLE CONNECTIONS, FOR ALL MOVING MACHINERY. PROVIDE DEVICES IN ACCORDANCE WITH THE RECOMMENDATIONS IN THE ASHRAE HANDBOOK, HVAC APPLICATIONS (LATEST EDITION), CHAPTER "SOUND AND VIBRATION CONTROL". 2.20 NOISE TRANSMISSION: INSTALL PIPING AND DUCTWORK FREE FROM CONTACT WITH STRUCTURE OR EQUIPMENT TO PREVENT NOISE TRANSMISSION. 2.30 INSULATION REQUIREMENTS: INSULATE SYSTEMS AS SPECIFIED ONLY AFTER THEY HAVE BEEN TESTED AND INSPECTED. CLEAN ALL SURFACES THOROUGHLY OF MOISTURE, FOREIGN MATERIAL, GREASE, AND RUST. INSTALL INSULATION CONTINUOUS THROUGH WALL AND FLOOR PENETRATIONS. 2.31 EXISTING SYSTEMS BEING RE -USED: INSULATE EXISTING PIPE AND DUCT SYSTEMS BEING RE -USED SAME AS SPECIFIED FOR NEW SYSTEMS. REPAIR/REPLACE EXISTING INSULATION TO LIKE -NEW CONDITION AS REQUIRED. 2.32 INSULATION HAZARDS: USE ONLY INSULATION, JACKETS, ADHESIVES, SEALERS, AND COATINGS WITH FIRE HAZARD RATING NOT TO EXCEED 25/50/50 FLAME SPREAD, FUEL CONTRIBUTED, AND SMOKE DEVELOPED, IN ACCORDANCE WITH UL 723 AND ASTM E84. 2.33 INSULATED PLUMBING SYSTEMS: INSULATE HOT AND COLD WATER PIPING WITH 1 " THICK CLOSED CELL, SELF SEALING FLEXIBLE TUBING, ARMAFLEX 2000 OR EQUAL. 15400 PLUMBING 4.10 DRAIN, WASTE AND VENT PIPING: A. BELOW GRADE: 1. PVC PIPE ASTM D2665, WITH PVC FITTINGS AND ASTM D2855 SOLVENT WELD JOINTS WITH ASTM D2564 SOLVENT CEMENT. 2. NO -HUB CAST IRON SANITARY SYSTEM PER CISPI 301-69T. 3. SERVICE WEIGHT CAST IRON HUB AND SPIGOT WITH NEOPRENE GASKET, PER CISPI HSN-68T. B. ABOVE GRADE: 1. NO -HUB CAST IRON SANITARY SYSTEM PER CISPI 301-69T. 2. GALVANIZED PIPE WITH CAST IRON DRAINAGE FITTINGS. 3. INDIRECT DRAINS: COPPER TUBE, ASTM B306, DWV, WITH COPPER FITTINGS AND SOLDERED JOINTS. 4.20 DOMESTIC (POTABLE) WATER SUPPLY PIPING: A. BELOW GRADE: TYPE K SOFT TEMPER COPPER TUBE, WITH NO JOINTS. B. ABOVE GRADE: TYPE L HARD TEMPER COPPER TUBE PER ASTM B88, WITH WROUGHT COPPER FITTINGS PER USASI 616.18 AND .18A. C. JOINTS: USE ONLY 95/5 LEAD-FREE SOLDER IN POTABLE WATER PIPING. PROVIDE DIELECTRIC UNIONS AT EVERY JUNCTION OF TWO DISSIMILAR METAL PIPE MATERIALS. 4.40 VALVES: FURNISH AND INSTALL VALVES WHERE INDICATED ON PLAN AND AS NECESSARY FOR PROPER SYSTEM OPERATION AND COMPONENT ISOLATION. PROVIDE VALVES RATED FOR 125 PSIG OR GREATER WORKING PRESSURE IN WATER PIPING. A. CHECK VALVE UP TO 3": CRANE N0. 37, OR EQUAL B. GLOBE VALVE UP TO 3": CRANE N0. 1, 17TF, OR EQUAL C. GATE VALVE UP TO 3": CRANE N0. 428, 1334, OR EQUAL D. BALL VALVE UP TO 3": APOLLO SERIES 70-100, 70-200, OR EQUAL E. SHOCKSTOP: WADE W-5 (HOT), WADE W-10 (COLD), OR EQUAL F. BACKFLOW PREVENTER: WATTS N0. 9BD, OR EQUAL G. VACUUM RELIEF VALVE: WATTS N0. N36 - 3/4", OR EQUAL H. PRESSURE REDUCING VALVE: WATTS N0. U5 SERIES, OR EQUAL I. TRAP SEAL PRIMER: JOSAM N0. 88250 4.50 PLUMBING FIXTURES AND EQUIPMENT: FURNISH AND INSTALL PLUMBING FIXTURES AND EQUIPMENT AS SCHEDULED ON DRAWINGS, OR APPROVED EQUAL. 4.60 INSTALLATION: A. INSTALL AND SECURE FIXTURES IN PLACE WITH WALL CARRIERS AND BOLTS. PROVIDE BRACKETS, BRACES AND REINFORCING ANGLES AS REQUIRED IN ALL PARTITIONS NOT SUFFICIENT IN THEMSELVES TO SUPPORT PLUMBING FIXTURES OR OTHER WALL -HUNG EQUIPMENT. B. INSTALL EACH FIXTURE WITH CHROME PLATED, 17 GAUGE TUBING TRAP WITH CLEANOUT, EASILY REMOVABLE FOR SERVICING AND CLEANING. C. INSTALL COMPONENTS LEVEL, PLUMB AND SECURE. D. SEAL FIXTURES TO WALL AND FLOOR SURFACES WITH SEALANT, COLOR TO MATCH FIXTURE. E. ROUTE PIPING IN ORDERLY MANNER. INSTALL PIPING TO CONSERVE BUILDING SPACE AND NOT INTERFERE WITH USE OF SPACE. GROUP PIPING AT COMMON ELEVATION WHENEVER PRACTICAL. INSTALL PIPING TO ALLOW FOR EXPANSION AND CONTRACTION WITHOUT STRESSING PIPE, JOINTS OR CONNECTED FIXTURES/EQUIPMENT. PROVIDE CLEARANCE FOR INSTALLATION OF INSULATION AND ACCESS TO VALVES AND FITTINGS. PROVIDE ACCESS WHERE VALVES AND FITTINGS ARE NOT EXPOSED. SLOPE PIPING AND ARRANGE TO DRAIN AT LOW POINTS. F. INSTALL NON -CONDUCTING DIELECTRIC CONNECTIONS WHENEVER JOINING DISSIMILAR METALS. G. PROVIDE SHUT-OFF VALVES AT ALL SUPPLY CONNECTIONS TO FIXTURES AND EQUIPMENT. H. INSULATE SUPPLY AND WASTE PIPES OF ALL HANDICAP FIXTURES. I. EXPOSED WATER PIPING SHALL BE CHROME -PLATED BRASS. 4.95 CLEANING AND TESTING: CLEAN, DISINFECT, AND TEST ALL PLUMBING AND PIPING SYSTEMS. 5.65 MISCELLANEOUS DRAIN LINES, RECEIVING COOLING COIL CONDENSATE, DRIP FOR HUMIDIFIERS, ETC.: TYPE "DWV" COPPER, WITH WROUGHT COPPER FITTINGS AND SOLDERED JOINTS. RECEIVED Oct 21 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT HALLBERG ENGINEERING Mechanical/Electrical Consulting Engineers 1750 Commerce Court White Bear Lake, MN 55110 (651) 748-1100 � Fax (651) 748-9370 L.L W Z N� L.L ^Q 1..� I..�..I 0 Z m O a-=� Q �L U N O z ��-� ��' i \ I ,�t . w 0/20221 w U aaN w� Y�� Q Qrn� Q�� =z ONO � M Q N W Preliminary Issue: 10/20/2022 Bid Issue: 10/20/2022 Landlord Issue: 10/20/2022 Permit Issue: 10/20/2022 Construction Issue: - MECHANICAL TITLE SHEET AND SPECIFICATIONS Comm. Number R22-4301.020 Date 10/20/2022 Drawn By LAK Checked By TMS P0.0 WASTE AND VENT PLAN DOMESTIC WATER PLAN GENERAL NOTES WASTE AND VENT RISER N.T.S. A. SUBCONTRACTOR TO VERIFY POINT OF CONNECTION AND SCOPE KEY NOTES O O 3 /4" 1 /2" 2" 0 DOMESTIC WATER RISER N.T.S. 1. EXTEND AND CONNECT NEW 2" SANITARY SEWER TO EXISTING 2" (MIN) SANITARY SEWER PIPING. FIELD VERIFY EXACT LOCATION, SIZE, FLOW DIRECTION, AND INVERT ELEVATION OF CONNECTION POINT PRIOR TO ROUGH —IN OF NEW SANITARY SEWER. PROVIDE FCO AT POINT OF CONNECTION TO EXISTING. 2. CONNECT NEW 3/4" CW PIPING TO EXISTING 3/4" (MIN) CW PIPING. FIELD VERIFY EXACT LOCATION OF CW PIPING PRIOR TO ROUGH —IN. PROVIDE SHUTOFF VALVE AT POINT OF CONNECTION TO EXISTING. OF WORK TO INSTALL ALL PLUMBING PIPING &EQUIPMENT TO 3. CONNECT NEW 1-1/2" VENT PIPING ABOVE FLOOD PLAIN OF SPACE PRIOR TO BID. IF INCONSISTENCIES OCCUR BETWEEN PLUMBING FIXTURES TO EXISTING 2" (MIN) VENT. FIELD VERIFY PLANS AND LANDLORD CRITERIA, OWNER'S CONSTRUCTION EXACT LOCATION AND SIZE OF VENT STUB PRIOR TO ROUGH —IN OF MANAGER SHALL BE NOTIFIED PRIOR TO BID SUBMITTAL. NEW VENT SYSTEM. B. IN THE EVENT THAT THE GENERAL CONTRACTOR MUST 4. REPLACE EXISTING WATER CLOSET IN SAME LOCATION. CONNECT PENETRATE THE ROOF, THE OWNER — APPROVED ROOFER NEW WATER CLOSET TO EXISTING PLUMBING IN WALL. MODIFY SHALL BE USED. EXISTING PLUMBING IN WALL AS REQUIRED FOR NEW CONNECTION. PLUMBING FIXTURE SCHEDULE P# FIXTURE N0. FIXTURE TYPE MANUFACTURER TYPE &MODEL N0. TRIM/FAUCET N0. SUPPORT PIPE SIZES REMARKS TRAP WASTE VENT CW HW P1 WATER CLOSET AMERICAN STANDARD CADET WHITE 3305.000 CHICAGO FAUCET 1016 FLOOR MOUNT _ 4 2 1 /2 _ 1.6 GPF, ELONGATED, SIPHON ACTION JETTED BOWL, ADA COMPLIANT 16-1 2" RIM HEIGHT. PROVIDE WHITE SEAT —CHURCH MODEL 295C. P2 LAVATORY AMERICAN STANDARD LUCERNE (WHITE) 0355.012 CHICAGO FAUCET 894-317 WALL HUNG 1-1 /2" 1-1 /2" 1-1 /2" 1 /2" 1 /2" PROVIDE INSULATED CAST BRASS P—TRAP, HANDICAP INSULATION KIT, (2) CHICAGO FAUCET 1016 ANGLE VALVES, WALL CARRIER, 0.5 GPM FLOW LIMIT, ASSE 1070 APPROVED POINT OF USE THERMOSTATIC MIXING VALVES. INSTANTANEOUS WATER HEATER SCHEDULE 'W" UNIT N0. MANUFACTURER MODEL KW OUTPUT (GPM) TEMP. RISE °F VOLTAGE REMARKS IWH-1 CHRONOMITE LABS, INC. SR-20L 4.16 .5 57 208/1/60 NONE RECEIVED Oct 21 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT HALLBERG ENGINEERING Mechanical/Electrical Consulting Engineers 1750 Commerce Court White Bear Lake, MN 55110 (651) 748-1100 •Fax (651) 748-9370 ire I" �� i, 0/2022 w U W a Q N 0 � Y�� Q � Qrn� �� =Z Z Oc�O M CD m Q N �W O a-=� Q U N r� O Z Preliminary Issue: 10/20/2022 Bid Issue: 10/20/2022 Landlord Issue: 10/20/2022 Permit Issue: 10/20/2022 Construction Issue: - PLUMBING PLAN Comm. Number R22-4301.020 Date 10/20/2022 Drawn By LAK Checked By TMS P1.0 GENERAL STRUCTURAL NOTES BUILDING CODE: 2018 INTERNATIONAL BUILDING CODE LOADS: LATERAL: SEISMIC: MINIMUM INETRIOR LATERAL FORCE = 5 PSF SEISMIC IMPORTANCE FACTOR, I = 1.0. RISK CATEGORY, II. MAPPED SHORT PERIOD SPECTRAL ACCELERATION, Ss = 1.277 MAPPED ONE SECOND SPECTRAL ACCELERATION, S1 = 0.448 SOIL SITE CLASS, D. DESIGN SHORT PERIOD SPECTRAL ACCELERATION, Sds = 1.022 DESIGN ONE SECOND SPECTRAL ACCELERATION, Sd1 = 0.613 SEISMIC DESIGN CATEGORY, D. STRUCTURAL STEEL: GENERAL: ALL CONSTRUCTION PER REFERENCED AISC STEEL CONSTRUCTION MANUAL. ALL MISCELLANEOUS STEEL UNLESS NOTED OTHERWISE SHALL BE ASTM A36 (Fy = 36 KSI). POST- INSTALLED ANCHORS: GENERAL: ALL POST -INSTALLED ANCHORS SHALL UTILIZE THE EXACT ANCHORAGE SYSTEM SPECIFIED IN THE STRUCTURAL DETAILS. WHERE ANCHORAGE "PER GSN" IS SPECIFIED, SEE BELOW. ANCHORAGE PRODUCTS MAY NOT BE SWAPPED BETWEEN MANUFACTURERS WITHOUT APPROVAL OF THE ENGINEER OF RECORD. ALL REQUESTS FOR EQUIVALENT ANCHORAGE PRODUCTS MUST BE SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO BEING INSTALLED IN THE FIELD. Applies unless noted otherwise on drawings GENERAL NOTES: THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE. EXCEPT WHERE NOTED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED T0, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. THE STRUCTURAL ENGINEER OF RECORD SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES FOR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO (NOR SHALL OBSERVATION VISITS TO THE SITE INCLUDE INSPECTION OF THESE ITEMS). WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH STANDARDS SHALL BE THE REFRENCED EDITION AND/OR ADDENDA. ANY ENGINEERING DESIGN, PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW, SHALL BEAR THE SEAL OF A REGISTERED ENGINEER RECOGNIZED BY THE BUILDING CODE JURISDICTION OF THIS PROJECT. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT, AND/OR AS PROVIDED FOR IN THE CONTRACT DOCUMENTS. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH THE ARCHITECT. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, CIVIL, MECHANICAL, PLUMBING AND ELECTRICAL ITEMS WITH THE APPROPRIATE TRADE DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. TYPICAL DETAILS MAY NOT NECESSARILY BE CUT ON PLANS, BUT APPLY UNLESS NOTED OTHERWISE. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. IF AN OPTION IS CHOSEN, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY CHANGES, APPROVALS AND THE COORDINATION OF THE WORK WITH ALL RELATED TRADES AND SUPPLIERS. (5) NOTES: 1. STEEL STUD WALL. 2. CONTINUOUS STEEL TRACK WITH HILTI X-U WITH 1" PENETRATION AT 16" O.C. 3. #10 SCREW CONNECTION AT (1) EACH STUD. 4. EXISTING CONCRETE SLAB ON GRADE. 5. TOP CONNECTION PER DETAIL 08. (2) (3) (4) �___.__.______.____1__.____� STEEL STUD WALL BASE CONNECTION UNLESS NOTED OTHERWISE POST INSTALLED ANCHORS SHALL NOT BE INSTALLED UNTIL CONCRETE OR MASONRY MATERIAL HAVE REACHED DESIGN STRENGTH AND HAVE BEEN FULLY CURED FOR A MINIMUM OF 21 DAYS. MANUFACTURER'S INSTALLATION TRAINING AND CERTIFICATE ARE REQUIRED FOR ALL (1) INSTALLERS OF POST -INSTALLED ANCHORS. ALL ANCHORS SHALL BE INSTALLED WITH STEEL (4) WASHERS AT SHORT SLOTTED HOLES IN ACCORDANCE WITH THE MANUFACTURERS PRINTED INSTALLATION INSTRUCTIONS (MPII). ALL ANCHORS SHALL TIGHTENED/TORQUED AS REQUIRED PER MANUFACTURERS INSTRUCTIONS AND EVALUATION REPORTS. ALL EXPANSION TYPE ANCHORAGE FOR CONCRETE INSTALLATION ONLY SHALL BE PER HILTI 'KWIK BOLT-TZ2' EXPANSION ANCHOR PER ICC ESR-4266 OR APPROVED ICC EQUIVALENT. ALL EPDXY ADHESIVE TYPE ANCHORAGE FOR CONCRETE INSTALLATION ONLY SHALL BE PER HILTI 'HIT-HY 500' ADHESIVE ANCHORS PER ICC ESR-3814 OR APPROVED ICC EQUIVALENT. ALL SCREW TYPE ANCHORAGE FOR CONCRETE INSTALLATION ONLY SHALL BE PER HILTI 'KWIK HUS-EZ' SCREW ANCHOR PER ICC ESR-3027 OR APPROVED ICC EQUIVALENT. COLD FORMED STRUCTURAL STEEL FRAMING: GENERAL: ALL COLD FORMED STEEL COMPONENTS INDICATED ON THE STRUCTURAL DRAWINGS SHALL BE PER SSMA. COMPONENTS SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND IN ACCORDANCE WITH THE REFERENCED EDITION OF "SPECIFICATIONS FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS" BY THE AISI AND ICC ESR-3064P OR APPROVED ICC EQUIVALENT. STEEL FOR COLD FORMED MEMBERS SHALL HAVE A MINIMUM YIELD STRENGTH OF 33 KSI FOR 43 MIL THICKNESS AND LESS, AND MINIMUM YIELD STRENGTH OF 50 KSI FOR 54 MIL THICKNESS AND GREATER. STEEL FOR BRIDGING SHALL HAVE A MINIMUM YIELD STRENGTH OF 33 KSI. STEEL SHALL BE GALVANIZED AT LOCATIONS EXPOSED TO WEATHER AND WHEREVER NOTED. WHERE WELDING IS SHOWN ON DRAWINGS IT SHALL BE PERFORMED BY WELDERS CERTIFIED IN LIGHT GAGE STRUCTURAL STEEL FRAMING WORK. DO NOT NOTCH FLANGES OF MEMBERS WITHOUT EXPRESSED APPROVAL OF THE ENGINEER OF RECORD. SCREWED COLD FORMED TO COLD FORMED CONNECTIONS (I.E.: 97 MIL TO 97 MIL MAX) SHALL BE HILTI SELF -DRILLING AND SELF -PIERCING SCREWS PER ICC ESR-2196, OR APPROVED ICC EQUIVALENT. SCREW SIZE SHALL BE #10 X 3/4" MINIMUM AND MUST PROTRUDE THROUGH AND BEYOND THE CONNECTED STEEL MEMBERS A MINIMUM OF THREE FULL THREADS. SCREWS SHALL BE INSTALLED WITH A MINIMUM EDGE AND END DISTANCE OF THREE SCREW DIAMETERS. MIL THICKNESS /GAGE NUMBER REFERENCE: 27 MIL ------ 22 GA 54 MIL ------ 16 GA 33 MIL ------ 20 GA 68 MIL ------ 14 GA 43 MIL ------ 18 GA 97 MIL ------ 12 GA WALLS: STRUCTURAL STEEL STUD WALLS SHOWN ON PLAN SHALL BE INSTALLED PER STUD/SPACING AS NOTED BELOW, AND BOTTOM TRACKS SHALL BE INSTALLED WITH 1/2" DIA ANCHOR BOLTS AT 2'-8" O.C. TYPICAL U.N.O. ATTACHMENT OF STUDS TO TRACKS PER TYPICAL DETAILS U.N.O. ALL STUDS SHALL BE SECURELY SEATED FOR FULL END BEARING ON TOP AND BOTTOM TRACK. UNLESS NOTED OTHERWISE, INSTALL DOUBLE STUDS AT ALL JAMBS, CORNERS, INTERSECTIONS AND ISOLATED BEARING POINTS OF FRAMING MEMBERS ABOVE. BRIDGING SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATION WITH THE FOLLOWING MINIMUM REQUIREMENTS: FOR AXIAL LOAD BEARING WALLS, INSTALL BRIDGING PER TYPICAL DETAILS. FOR WALLS WITH NO AXIAL LOAD, INSTALL BRIDGING AT MID -HEIGHT FOR WALLS LESS THAN OR EQUAL TO 10'-0" HIGH, AND 5'-0" O.C. MAXIMUM FOR WALLS GREATER THAN 10'-0" HIGH. IN ADDITION, BRIDGING SHALL BE INSTALLED AT ROOF LINES AND ELSEWHERE AS NOTED ON THE DRAWINGS. SOLID BLOCKING SHALL BE INSTALLED IN LIEU OF BRIDGING WHERE NOTED ON THE DRAWINGS. FOR NON -BEARING PARTITIONS AND SOFFITS, SEE ARCHITECTURAL DRAWINGS. SSMA NON-STRUCTURAL/NON-BEARING INTERIOR STEEL STUDS AND TRACKS SHALL BE AS FOLLOWS - TYPICAL U.N.O.: (DESIGN BASIS = 5 PSF INTERIOR LOAD, DEFLECTION LIMIT = L/240). MAX WALL HEIGHT STUD SIZE -MILS STUD SPACING TRACK SIZE -MILS 0'-0" TO 12'-8" 3 5/8" 362S162-33 24" O.0 362T125-33 12'-9" TO 14'-6" 3 5/8" 362S162-33 16" O.C. 362T125-33 14'-7" TO 19'-6" 6" 600S162-33 24" O.C. 600T125-33 19'-7" TO 22'-4" 6" 600S162-33 16" O.C. 600T125-33 22'-5" AND GREATER -NOTIFY STRUCTURAL ENGINEER FOR ADDITIONAL INFORMATION, SEE ARCHITECTURAL DRAWINGS. ABBREVIATIONS ABBREV2 NOTE: ABBREVIATIONS MAY OR MAY NOT HAVE DIA DIAMETER OSHA OCCUPATIONAL SAFETY AND PERIODS BUT SHALL BE READ AS SAME. DN DOWN HEALTH ADMINISTRATION DWG(S) DRAWINGS) PAF POWDER ACTUATED FASTENER A.B. ANCHOR BOLT E.C. END TO CENTERLINE PDPAT SIMPSON POWDER DRIVEN PIN A.B.C. AGGREGATE BASE COURSE E.E. END TO END 'A' TOP HAT ACI AMERICAN CONCRETE INSTITUTE E.O.S. EDGE OF SLAB PDPT SIMPSON POWDER DRIVEN PIN A/C AIR CONDITIONER EQ EQUAL WITH TOP HAT (0.300" HEAD) A.F.F. ABOVE FINISHED FLOOR EQUIP EQUIPMENT PCI PRECAST/PRESTRESSED CONCRETE AISC AMERICAN INSTITUTE OF STEEL EXP. BOLT (E.B.) -EXPANSION BOLT INSTITUTE CONSTRUCTION EXP. JT (E.J.) EXPANSION JOINT P.C. PRECAST CONCRETE AISI AMERICAN IRON AND STEEL E.W. EACH WAY PCF POUNDS PER CUBIC FOOT INSTITUTE F.F. FNNISHED FLOOR PLF POUNDS PER LINEAR FOOT AITC AMERICAN INSTITUTE OF TIMBER F.O.M. FACE OF MEMBER t PLUS OR MINUS CONSTRUCTION F.O.S. FACE OF STEEL PREFAB PREFABRICATED ALT. ALTERNATE F.O.W. FACE OF WALL PSF POUNDS PER SQUARE FOOT ANSI AMERICAN NATIONAL STANDARDS GA GAGE (UNIT OF MEASUREMENT? PSI POUNDS PER SQUARE INCH INSTITUTE GALV GALVANIZED PT POST -TENSIONED APA AMERICAN PLYWOOD ASSOCIATION G.S.N. GENERAL STRUCTURAL NOTES PTI POST -TENSIONING INSTITUTE ARCH'L ARCHITECTURAL GLB (GLULAM) GLUED -LAMINATED BEAM REINF REINFORCING ASTM AMERICAN SOCIETY FOR TESTING H.F. HEM FlR SDI STEEL DECK INSTITUTE AND MATERIALS HORIZ HORIZONTAL REINFORCING SUi SHORT LEG HORIZONTAL AWS AMERICAN WELDING SOCIETY H.S. HEADED STUDS SLV SHORT LEG VERTICAL A.W.H.S. AUTOMATIC WELDED HEADED IBC INTERNATIONAL BUILDING CODE SJI STEEL JOIST INSTITUTE STUDS ICBO INTERNATIONAL CONFERENCE OF SIM SIMILAR A. W.T.S. AUTOMATIC WELDED THREADED BUILDING OFFlCIALS SQ. SQUARE STUDS ICC INTERNATIONAL CODE COUNCIL SSMA STEEL STUD MANUFACTURERS BM BEAM ICF INSULATED CONCRETE FORMS ASSOCIATION B.F.F BELOW FNNISHED FLOOR I.F.W. INSIDE FACE OF WALL STD STANDARD BLK BLOCK I.O.D. INTERPRETATION OF DRAWINGS STL STEEL B.0.6. BOTTOM OF BEAM JST JOIST TL TOTAL LOAD B.O.D. BOTTOM OF DECK K(KIP) 1000 POUNDS T.0.6. TOP OF BEAM B.O.F. BOTTOM OF FOOTING KLF KIPS PER LINEAR FOOT T.O.C.T. TOP OF CONCRETE TOPPING BRG BEARING LBS (�) POUNDS T.O.D. TOP OF DECK C CAMBER LqZ LEDGER T.O.F. TOP OF FOOTING C.C. CENTERLINE TO CENTERLINE LGS LIGHT GAGE STEEL T.O.L. TOP OF LEDGER CFS COLD FORMED STEEL LGSEA LIGHT GAGE STEEL ENgNEERS T.O.M. TOP OF MASONRY C.G. CENTER OF GRAVITY ASSOCIATION T.O.P. TOP OF PLATE C.I.P. CAST IN PLACE L.O.D. LOCATION OF DETAILS T.O.P.C. TOP OF PRECAST CONCRETE C.L. CENTERLINE LL LIVE LOAD T.O.S. TOP OF STEEL C.L.B. CENTERLINE OF BEAM LLH LONG LEG HORIZONTAL T.O.W. TOP OF WALL C.L.C. CENTERLINE OF COLUMN LLV LONG LEG VERTICAL TPI TRUSS PLATE INSTITUTE C.L.F. CENTERLINE OF FOOTING MAS MASONRY TYP TYPICAL C.L.W. CENTERLINE OF WALL MAS C.J. MASONRY CONTROL JOINT T&G TONGUE AND GROOVE CLR CLEAR MAX MAXIMUM UBC UNIFORM BUILDING CODE CONC CONCRETE MBMA METAL BUILDING MANUFACTURERS U.N.O. UNLESS NOTED OTHERWISE CONC C.J. CONCRETE CONTROL JOINT ASSOCIATION VERT VERTICAL REINFORCING CONC S.J. CONCRETE SAWCUT JOINT MECH'L MECHANICAL WCLA WEST COAST LUMBER ASSOCIATION C.M.U. CONCRETE MASONRY UNIT MFR'D MANUFACTURERED WCUB WEST COAST LUMBER INSPECTION CONN CONNECTION MFR('S) MANUFACTURER('S) BUREAU CONT CONTINUOUS MIN MINIMUM W.W.F. WELDED WIRE FABRIC CRSI CONCRETE REINFORCING STEEL N/A NOT APPLICABLE WWPA WESTERN WOOD PRODUCTS INSTITUTE N.T.S. NOT TO SCALE ASSOCIATION D.F. (D.F.L.) DOUGLAS FlR LARCH O.C. ON CENTER yy/ yylTM DL DEAD LOAD O.F.W. OUTSIDE FACE OF WALL W/C WATER TO CEMENT RATIO OPP OPPOSITE W/0 WITHOUT =T_=C=T_T�=Z Z� ZlLZT_1ZZ- Z=T- 7=T- 7=Z�1 (2) (3) (6) (5) �/_ JSL (z) (4) (5) �� L7_ I� BRACE TOP CONNECTIION -WOOD JOIST STUD WALL TOP CONNECTION (2) 22-1448 NO SCALE NOTES: 1. EXISTING PLYWOOD SHEATHING. 2. EXISTING JOIST. 3. STEEL STUD BRACE. 4. 4 #10 x 1 1 /2" WOOD SCREWS. 5. 2x4 WITH SIMPSON LUS HANGERS EACH END. 6. SIMPSON A35 WITH SPAX .138 PAN HEAD UNIDRIVE WOOD SCREWS (1 /2" LONG) TO PLYWOOD. 1301-50 NO SCALE NOTES: 1. 362S162-43 AT 48" O.C. - ALTERNATE SIDES. SEE DETAIL 07 FOR TOP CONNECTION. 2. CEILING PER ARCH'L. 3. 4 #10. 4. 3"x3"x16 GA. CLIP ANGLE x 3" LONG WITH 6 #10 TO TRACK. 5. CONTINUOUS 362T125-33. 6. STEEL STUD WALL. 1301-20M NO SCALE • � � �Qi (1) I I it li ,I I� (�� II II I I 'I I' �I I� II I it li (�) II O II II I I II it li �I I� �i i� ( � I 'I I' I I I li I I, C___________I I -----------� it li I �I I� (4, I II II `�i I I I I 'I I' I 'I I' I II II C-----------� I I O I I II II I it li I �I I� ___ II II (5; y it l C-----------� I I I I I li I li I I I I II I li C-----------1 I I I II II I 'I I' I 'I I' I II II I ,I O I� I it li II II C-----------� I I I it li I �I I� I II II I I I I it l I I I II II C-----------� it li I I li I I I I II I li I I� I II ___________J I I C-----------J �I I� I 'I I' I II O II (G, (9) I it li V� I I I I II II (7� I it li �-------- -- � it li I I I -�---------1- -- - ------ NOTES: 1. EXISTING TOP ATTACHMENT TO REMAIN. 2. NEW OR EXISTING 600S162-43 STEEL STUDS AT 16" O.C. OR 362S162-68 STEEL STUDS AT 16" O.C. AT FIXTURE. 3. 2 #10 SCREWS AT 6" O.C. FROM WALL CLEAT TO BLOCKING -TYP. 4. 362S162-43 BLOCKING - ATTACH TO STEEL STUDS WITH SIMPSON L30 CLIP EACH END. 5. CONTINUOUS WALL CLEAT PER FIXTURE MFR - 3 MIN PER FIXTURE. 6. BOTTOM ATTACHMENT AS OCCURS. 7. EXISTING CONCRETE SLAB ON GRADE. 8. MERCHANDISING NICHE TYPE FIXTURE PER ARCH'L. 9. HILTI X-U SHOT PINS WITH 1 1/4" PENETRATION AT 12" O.C. (#ESR-2269). NOTE: GC TO VERIFY IN FIELD THAT EXISTING WALL CONSTRUCTION AT FIXTURES MEETS THE MINIMUM REQUIREMENTS OF THIS DETAIL AND NOTIFY E.O.R. IF DIFFERENT. MERCHANDISING NICHE WITH BALE ATTACHMENT <' I 22-1483 NO SCALE NOTES: 1. STEEL STUD. 2. UNPUNCHED STEEL STUD TRACK - ATTACHMENT REQUIRED 1/2" DIA. EXPANSION BOLTS AT 48" O.C. (2 MINIMUM) OR .148"x3/4" LONG POWDER DRIVEN PINS AT 12" O.C. FASTENER SHALL HAVE ICC REPORT FOR SAME INSTALLATION. 3. MULTIPLE OR INTERSECTING STUDS WHERE OCCUR. CONNECT WITH 2 ROWS #10 S.M. SCREWS AT 24" O.C. / STAGGERED SPACING. AT \3) INTERSECTING STUDS 1 ROW OF SCREWS. 4. #10 S.M. SCREWS EACH SIDE, EACH STUD. 5. 2 #10 S.M. SCREWS. (5) 6. 4 #10 S.M. SCREWS. 7. #10 S.M. SCREWS AT 12" O.C. AT DOUBLE STUDS. 8. STUD BLOCKING. /$) 9. 18 GA CLIP ANGLE BY STUD MFR WITH 3 #10 S.M. SCREWS AT EACH (2) STUD WHERE SHOWN IN DETAILS. (4) � NOTE: ��'' A. FOR SIZE AND GAGE OF TYPICAL STEEL STUDS, SEE GENERAL B.INSTALL ALL SCREWS PER STRUCTURAL NOTES. SPECIAL STEEL STUD MANUFACTURES SIZES ARE CALLED OUT ASSOC. SPECIFICATIONS. ON PLAN AND/OR DETAIL. C. S.M. (SHEET METAL) SCREWS PER G.S.N. TYPICAL STEEL STUD WALL -SCREW CONNECTION 407-22 NO SCALE (11) NOTES: 1. STEEL STUDS AND TRACK. I I I I (2) 2. (2) FULL HEIGHT JAMB STUDS I I I I BACK TO BACK. it (9) 3. STEEL TRACK TO MATCH GAGE OF I I II STEEL STUDS -TYP. I_____ ------------ I_I____ I' I (4) 4. STEEL STUD LINTEL PER BELOW. 5. CONTINUOUS SINGLE STUD UNDER • I LINTEL TYPICAL. I 6. #10 TEKS SCREWS AT 6" O.C., TYP I WHERE SHOWN. • I 7. STEEL TOP TRACK. I i i (1 �) 8. STEEL TRACK GAGE TO MATCH (3) i I i STEEL STUD LINTEL. -(5) lil 9. CUT TRACK AND BEND UP TO ALLOW FOR WEB TO BE ATTACHED TO STUD WITH 2 #10 TEK SCREWS. NOTE: -TYP. A. THIS SCHEDULE MAY BE USED 10. 2 #10 SCREWS PER STUD. ONLY IN WALLS WHERE NO OTHER 11. STEEL TOP TRACK PER G.S.N. HAS BEEN CALLED OUT ON PLANS OR DETAILS. (6) B. VERTICAL STUD TO STUD CONNECTION PER TYPICAL DETAIL. C. FOR CONNECTIONS NOT SHOWN, SEE TYPICAL STUD DETAIL AND (7) G.S.N. (4) ROUGH OPENING LINTEL WIDTH 0'-0" TO 3'-0" 2-362S162-33 3'-1" TO 10'-0" 2-600S162-33 TYPICAL LINTELS IN STRUCTURAL STEEL STUD WALL 22-1443 NO SCALE NOTES: 1. EXISTING TOP ATTACHMENT TO REMAIN. 2. NEW OR EXISTING 600S162-43 STEEL STUDS AT 16" O.C. OR 362S162-68 STEEL STUDS AT 16" O.C. AT FIXTURE. 3. #10 SCREWS AT 6" O.C. AT SURROUND HEADERS. 4. 362S162-43 BLOCKING - ATTACH TO STEEL STUDS WITH SIMPSON L30 CLIP EACH END. 5. 4 #10 SCREWS PER CAB. 6. BOTTOM ATTACHMENT AS OCCURS. 7. EXISTING CONCRETE SLAB ON GRADE. 8. 'WALL' TYPE FIXTURE PER ARCH'L. 9. SURROUND HEADER PER FIXTURE MFR. 10. CABS AT 24" O.C. PER (1) FIXTURE MFR. I I it li �I I� (�1 II II l I I 'I I' �I I� II I it li ($) '' O '' II I I II it li -------------'I I� 11 II (3, I I I � 'I I' �---i�---------yl I� I I I II II I I I I I I II II I I I ,I li I I ,I I I II II II I I it li II I; ;I (4) I I it O I' II I I (9) � � II II I I it li I I �I I� I I II II I I i� �i �---'�---------�I I' I II II I it li I ,I li I I I I II II I it li I �I I� I II II I I I I 'I I' (10) I II II it O li (51 I I I J I II II I it li I �I I� I __ I i� I I' I I II I it li I ,I li I I I I II II I it li I �I I� I II II I I I I 'I I' I 'I I' G I II O II (V 1 �--�r-----�r--�I l II II I II II II II (71 II II I II II it li � l u u --------�-�----D�-- -- ------ (4) (5) 'WALL' TYPE FIXTURE ATTACHMENT MAIN STAGE CONNECTION NOTE: GC TO VERIFY IN FIELD THAT EXISTING WALL CONSTRUCTION AT FIXTURES MEETS THE MINIMUM REQUIREMENTS OF THIS DETAIL AND NOTIFY E.O.R. IF DIFFERENT. 22-1443 NO SCALE NOTES: 1. #10 SCREWS AT 12" O.C. 2. NEW OR EXISTING 362S162-43 STEEL STUDS AT 16" O.C. AT (1) MAIN STAGE. 3. 362S162-43 BLOCKING WITH L30 CLIP EACH SIDE TO STUD WALL. 4. MAIN STAGE FIXTURE PER ARCH'L. 5. 2x2x9" LONG 18 GA ANGLE AT (2) EACH ACCESS POINT WITH 3 #10 SCREWS EACH LEG. 6. WALL CLEAT PER MFR. CONNECT TO WALL WITH 2 #10 SCREWS PER STUD. (6) 7. TOP ATTACHMENT PER DETAIL 08. 8. BOTTOM CONNECTION PER DETAIL 06. (3) NOTE: GC TO VERIFY IN FIELD THAT EXISTING WALL CONSTRUCTION AT MAIN STAGE MEETS THE MINIMUM REQUIREMENTS OF THIS DETAIL AND RELATED \8 DETAILS AND NOTIFY E.O.R. IF DIFFERENT 22-1443 NO SCALE RECEIVED Oct 21 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED 1m.Iti WRITTEN SIGNATURE. PROJECT NUMBER 22-1443 PROJECT MANAGER RAD PROJECT ENGINEER WRH PROJECT DRAFTER JSB CARUSO • TURLEY• SCOTT• INC consulting structural engineers 1215 West Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 (480) 774-1700 (774-1701 FAX) www.ctsaz.com S�pyHER AT� ��wo4 wAs�c �o ��, �o � � � w ��O ��'c��53603 cy� �� O ��,13,Z2 w U w J a N O � Y�� a Q�� o �=z z ONO Q �M� cfl m QNw O a-=� .� N r�� O Z Preliminary Issue: 00/00/2022 Landlord Review: 00/00/2022 Bid Issue: 00/00/2022 Permit Issue: 00/00/2022 Construction Issue: 00/00/2022 GENERAL STRUCTURAL NOTES AND DETAILS mm. Number 81-2192 to 09/28/2022 awn BY , ecked By , S1.1 EXISTING CONDITIONS NOTE -TYP U.N.O.: THE EXISTING CONDITIONS DEPICTED ON THESE DRAWINGS ARE ASSUMPTIONS BASED ON THE BEST AVAILABLE INFORMATION PROVIDED BY ARCHITECT AT TIME OF DESIGN AND SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER IMMEDIATELY. REDESIGN AND ANALYSES MAY BE REQUIRED. 01 ADJACENT TENANT 06 03 -- / / / / // �� / � / / � I I �' �' II / / / - - -� r� /' / � I /� // ' i i,i 02 I I III /// i / I I � I III / / � i iil / � I i i i 05 � I � I I I I L� I I C - - � ADJACENT TENANT 03 � - - - - � - - - -I ��==�1\ � -�J I � � � I I � `, � I i L-� ��J 01 FLOOR PLAN NOTES -TYP U.N.O.: 1. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS AND FIELD CONDI110NS. BUILDING DIMENSIONS, WHERE SHOWN, WERE PROVIDED BY THE ARCHITECT AND SHALL BE VERIFIED WITH SAME PRIOR TO PROCEEDING WITH THE WORK. DO NOT USE CONC C.J. FOR LOCATING BUILDING ELEMENTS. 2. � , O , ETC. — AS SHOWN ON PLAN INDICATES KEYNOTES, SEE FLOOR PLAN KEYNOTES ON THIS SHEET. KEYNOTE DESIGNATIONS ARE TYPICAL TO THE PROJECT AND MAY NOT NECESSARILY BE FOUND ON THIS PLAN. 3. — AS SHOWN ON PLAN INDICATES STEEL STUD WALL, SEE PLAN FOR SIZES AND SPACING. FOR LINTELS IN STEEL STUD WALLS, SEE DETAIL 05 —TYP U.N.O. FOR BASE AND TOP CONNECTIONS, SEE DETAILS 06 AND 08. SEE G.S.N., TYPICAL DETAILS, PLANS AND OTHER DETAILS FOR ADDITIONAL INFORMATION. 4. �__ __�— AS SHOWN ON PLAN INDICATES NON—STRUCTURAL ARCHITECTURAL WALL OR EXISTING WALL WHERE NOTED. FOR ADDITIONAL INFORMATION, SEE ARCH'L DRAWINGS, G.S.N. AND TYPICAL DETAILS, OR AS NOTED ON PLANS AND DETAILS. 5. THE EXISTING CONDITIONS DEPICTED ON THESE DRAWINGS ARE BASED ON THE BEST AVAILABLE INFORMATION AND SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER IMMEDIATELY. FIXTURE FLOOR PLAN KEYNOTES 01 WALL FIXTURE PER ARCH'L. p2 NEW STEEL STUD WALLS PER ARCH'L — 362S162-43 AT 16" O.C. —TYP. 03 EXISTING BUILDING WALLS TO REMAIN. 04 EXISTING STOREFRONT TO REMAIN. 05 WALL MOUNTED MAIN STAGE. O6 FOR EXISTING DEMISING WALLS AT NEW FIXTURES, SEE DETAILS 01 AND 03 ON SHEET S1.1. 03 01 II -I - - - T - - T - - - T� - - �fifi�l I I I I I I I I I I I I I -- I J i ui I �\ II �\ II �\ I p2 /� /\ I � � II � � II � � I I � � II � � II � � I 01 04 EXISTING CONCRETE SLAB ON GRADE o, I � , II � , I �\i ii �v JJLL— ��__ it —T Iil I I I I I I I I I I �-� I I I _ � �� 01 FIXTURE PLAN SCALE: 1/4" = 1'-0" o, I �� j II �� j II �� I I \� II \� II � III r�=-�Icc==�==�Icc==�== ==4� I III 1 1 1 I l l l I l III I I I I � �-� � �-� J - - - - - - - I - - - - - J 03 01 O6 RECEIVED Oct 21 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 940-11 I THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY —NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED WITH WRITTEN SIGNATURE. PROJECT NUMBER 22-1443 PROJECT MANAGER RAD PROJECT ENGINEER WRH PROJECT DRAFTER JSB CARUSO • TURLEY• SCOTT• INC consulting structural engineers 1215 West Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 (480) 774-1700 (774-1701 FAX) www.ctsaz.com S�OyfIER ATkI G��4'p4 WASI��G,�`PO �a �� w �o ��c��53603 � w� �� G� O � � � 3,22 �� w U W J Q N 0 � Y�� Q � a�� o �=z z ONO Q �Mg cfl m QNw Ca 0 ��, O Z Preliminary Issue Landlord Review Bid Issue 00/00/2022 00/00/2022 00/00/2022 Permit Issue: 00/00/2022 Construction Issue: 00/00/2022 FIXTURE PLAN Comm. Number 81-2192 Date 09/28/2022 Drawn By . Checked By . S2.1