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APPROVED BLD 20_1120_ClientRevision,D1_FullSetEDM NDS RRP GENSL R PROJECT NUMBER: 32045960002 BAC SERIAL NUM./ MANH, ID 0 0 WA41111111111111111 115 0 Approved by Fire 12/03/2020 AFM 1<-/Fitterer M CLIENT REVISIONS -DELTA 1 11/20/2020 306 MAIN ST,, EDMONDS, WA 98020 I (()0) J L L Project Manager 800 5th Avenue Seattle, WA 98104 Contact: Maria Arsanto Schuetz maria.arsanto@am.jll.com Tel 206.773.4444 Gensler Architect 1200 6th Ave, Ste 500 Seattle, WA 98101 Contact: Don Henning T: 206.654.2092 E: don_henning@gensler.com HENDERSON ENGINEERS MEP Engineer 5555 Redwood, Suite 201 Las Vegas, NV 89118 Contact: Michael Branson Telephone: 702.635.3507 Email: michael.branson ghendersonengineers.com KPFF Structural Engineer 1601 Fifth Avenue, Suite 1600 Seattle, WA 98101 Contact: Brian Robinson Telephone: 206.926.0563 Email: brian.robinson@kpff.com REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Erie Ca4^t&r REVISION Nov 24 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BUILDING OFFICIAL Dec 09 2020 APPROVED DATE LIFE SAFETY PLAN 1/8If = 1'-019 6,334 - GROSS SQUARE FOOTAGE B OCCUPANCY (1/100) -STAID - 64 OCCUPANTS- - - - - - 118 DN FEC-2 F FICE OFFICE OF OFFICE (SB) OFFIC SEATING 1i1 120 121 122 123 II 124 125 O UNISEX L II k= i ` II J 1F= '"� 119 EXIT SEPARATION = 79' -1" 58'-11' > 1/2 DIAGONAL DISTANCE (NON -SPRINKLER) J U CV 68 340 w 68 340 �9_ 32 TOTALTRAVEL CENTRAL TOTALTRAVEL U_ 32 FENESTIBUL DISTANCE = 74.3 FT ZONE DISTANCE = 69.5 FT 32 101 1 � 32 TIBULE - 17- 116 0CC. %4.6„ OCC. 117 I I OF) T I� /I f:l III ORK TATIONS 115 CSR 109 IN FEC E 110 LLN BREAK WORKSTATIONS- - 114 ROOM 112 GIUVE-THRU CC 'jL 113 1 ATM ) Pr_J 111 I I I I LIFE SAFETY LEGEND CLEAR EXIT WIDTH AT DOOR MAXIMUM EGRESS CAPACITY AT DOOR [1005.1] ACTUAL EGRESS COUNT AT THIS DOOR TRAVEL DISTANCE POINT OF DECISION/ COMMON PATH OF TRAVEL EL ELECTRIC LOCKSET CL CIPHER LOCKSET EM ELECTROMAGNETIC EGRESS LOCK PROVIDED WITH PUSH TO EGRESS BUTTON AND MOTION SENSOR CR CARD READER PH PANIC HARDWARE EXIT SIGN CL CL U SD LOBBY SD CB 107 PASSAGE /l 106 102 � I Io I I I CR 108 I ATM WORK 18-0° J ROOM 104 OCCUPANCY & EGRESS CALCULATIONS NUMBER OF EXITS: REQUIRED: 2 PROVIDED: 2 PER 2015 IBC TABLE 1021.1 MINIMUM EGRESS WIDTH: REQUIRED: (occ.) x .2" = 12.8" PROVIDED: 136" PER 2015 IBC 1005.3.2 Note: MAXIMUM TRAVEL DISTANCE: (IBC 2015 TABLE 1017.2) OFFICE (ME) 200' WITHOUT SPRINKLERS 126 MAXIMUM COMMON PATH OF TRAVEL: (IBC 2015 TABLE 1006.2.1) �( 75' WITHOUT SPRINKLERS (OCC.>30) STORAGE 105 JANITOR 103 I I I ROOM NAME XXXX ROOM NUMBER #### 71 FEC-1 77 FIRE EXTINGUISHER CABINET FEC-2 FIRE EXTINGUISHER BRACKET PARCEL NUMBER: 00434401600300 BANK OF AMERICA I> BUILDING PARKING 420 SF ONLY 0 w LU r/ U) 0 z PARCEL NUMBER: Q 004344016000503 ADJACENT BUILDING (NIC) PARCEL NUMBER: 00434401600300 CITY OF EDMONDS PUBLIC PARKING PARCEL NUMBER: 004344016000501 ADJACENT BUILDING (NIC) PARCEL NUMBER: 004344016000502 ADJACENT BUILDING (NIC) L- AREA OF INTERIOR SCOPE, 1ST FLOOR ONLY EXISTING PARKING PROVIDED: 37 SPACES, 2 ADA STALLS REQUIRED ADA PARKING: 2 STALLS ACCESSIBLE ROUTE TO THE PUBLIC ROW PROPERTY LINE North CODE AND LIFE SAFETY DATA PROJECT INFORMATION Project Name : EDMONDS RRP Project Address: 306 MAIN ST. EDMONDS, WA 98020 Proposed Use/ Occupancy : NO CHANGE: BUSINESS (B) Owner/ Authorized Agent: Maria Arsanto- Email: maria.arsanto@am.jll.com Phone: 206.773.4444 Schuetz Property Owned by: ❑ City/ County ❑ Private ❑ State Code Enforcement Jurisdiction❑ City EDMONDS ❑ County SNOHOMISH ❑ State WA BASIC BUILDING DATA SUMMARY Construction Type: ❑ I -A ❑ II -A ❑ III -A ❑ IV ❑ V-A (IBC 2015 Table 601) ❑ I-B ❑ II-B ❑ III-B ❑ V-B Sprinklers: (Chapter 9) ❑ No ❑ Partial ❑ Yes ❑ NFPA 13 ❑ NFPA 13R ❑ NFPA 13D 24'-2" MEASURED FROM PUBLIC ROW Building Height: (Stories) 55' (3 STORIES) 28'-0" (1 STORY W/ BASEMENT) IBC 2015 TABLE 504.3 Allowable Provided FIRST FLOOR: 6,334 SF, BASEMENT 6,164 Gross Building Area: 19,000 SF. TOTAL: 12,498 IBC 2015 TABLE 506.2 Allowable Provided Occupancy Total: 19,000/100=190 OC. SEE LIFE SAFETY PLAN IBC 2015 Chapter 3 Allowable Provided PROJECT SUMMARY Building Description: Zoning: BD-1 APN#: 00434401600300 Parcel Description: EDMONDS PLAT OF BLK 016 D-00 - FRAC LOT 3 LESS QCD 30/638 TO CITY OF EDMONDS BLK C TGW LOT 4 BLK C TGW LOTS 7-8-9-10 - BLK C Scope of Work Details: PROJECT IS A TENANT IMPROVEMENT OF AN EXISTING BANK, FIRST FLOOR ONLY. NO ADDITIONAL AREA OR HEIGHT IS PART OF THE SCOPE. SCOPE IS LIMITED TO INTERIOR ONLY INCLUDING BUT NOT LIMITED TO PARTIAL DEMOLITION OF INTERIOR SPACES, NEW FINISHES, NON -LOAD BEARING PARTITIONS AND ASSOCIATED MECHANICAL, ELECTRICAL, AND PLUMBING EQUIPMENT. Separate Submittals: MECHANICAL, PLUMBING, ELECTRICAL Deferred Submittals: SUBMITTAL DOCUMENTS FOR DEFERRED ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE DEFERRED ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. ITEMS WITH DEFERRED SUBMITTAL INCLUDE: 1. LOW -VOLTAGE 2. FIRE ALARM APPLICABLE CODES 2015 INTERNATIONAL BUILDING CODE, AMENDED BY THE STATE OF WASHINGTON BUILDING CODE COUNCIL (SBCC) AND EDMONDS COMMUNITY DEVELOPMENT CODE (ECDC) 2015 INTERNATIONAL EXISTING BUILDING CODE 2014 NATIONAL ELECTRIC CODE 2014 WASHINGTON CITIES ELECTRICAL CODE 2015 INTERNATIONAL MECHANICAL CODE, WITH SBCC AND ECDC AMENDMENTS 2015 UNIFORM PLUMBING CODE, WITH SBCC AND ECDC AMENDMENTS 2015 INTERNATIONAL FIRE CODE, WITH SBCC AND ECDC AMENDMENTS WAC 51-11C WAC, COMMERCIAL ENERGY CODE PLUMBING CALCULATIONS EXISTING BUILDING. PROJECT SCOPE DOES NOT ADD SQUARE FOOTAGE OR MODIFY CURRENT USE. PLUMBING CALCULATIONS NOT REQUIRED. REFERENCES: 2015 IEBC: SECTION 810.1 MINIMUM FIXTURES WHERE THE OCCUPANT LOAD OF THE STORY IS INCREASED BY MORE THAN 20 PERCENT, PLUMBING FIXTURES FOR THE STORY SHALL BE PROVIDED IN QUANTITIES SPECIFIED IN THE INTERNATIONAL PLUMBING CODE BASED ON THE INCREASED OCCUPANT LOAD VICINITY MAP 306 MAIN ST. EDMONDS, WA 98020 Edmonds LvnPwaod Ccmmuniiy College Q Manna Reach Park •• nw�e, sw nx�.vrw A wpM WA WinGo Foods .rdnssw I ucmhsw , r�� l Woodwey 99RanchMarkei ® I^+ a Es, erance ti I North LOCATION MAP 306 MAIN ST. EDMONDS, WA 98020 r� Glan A Edmonds C-1- v For the Arts - �. • SD Bracket's :,,.I-, sa nwl s La a ng North E p� Eydm�onds '9�' .dmonds Ferry Terminar B�eckei['s ' .--Landing South ly Edmonds Pe v Municl w Court p� Rick Steves Euro • Edmonds ; Rust Pelican Cale > �� Bank pi Arn eM1Ca �wl;h ' Drive-lhm services} Edmonds Kingston +aR� Ferry Toll Boothq 7 Ssarbucks (1 "44+ Si Me d r : Red T-9 Gale � �` Edmonds Library - -� and Bakery Sno-IdR LIhranes W nw- Daylen St Dayton St 1. as BnsasQ 9Seltsh Sea BrewIng Co ¢Channel Marker Y North ARCHITECTURAL SHEET NUMBER SHEET NAME REVISIONS LATEST DATE DESCRIPTION A00.00 DRAWING INDEX, LIFE SAFETY AND PROJECT INFORMATION ADD.10 GENERAL NOTES AND TYPICAL MOUNTING HEIGHTS ADD.11 ACCESSIBILITY INFORMATION A00.20 WALL PARTITION TYPES A00.30 EQUIPMENT, FINISH AND MILLWORK SCHEDULES A00.40 DOOR TYPES, DOOR SCHEDULE AND HARDWARE A01.01 DEMOLITION PLAN A02.01 CONSTRUCTION PLAN A03.01 POWER AND COMMUNICATION PLAN A04.01 REFLECTED CEILING PLAN A05.01 FINISH PLAN A06.01 FURNITURE PLAN A11.01 INTERIOR ELEVATIONS - CENTRAL ZONE A11.02 INTERIOR ELEVATIONS - BOH Al2.20 MILLWORK DETAILS Al2.50 TYPICAL DETAILS STRUCTURAL SHEET NUMBER SHEET NAME REVISIONS LATEST DATE DESCRIPTION S01.01 STRUCTURAL NOTES, ABBREV., DRAWINGS SYMBOLS AND DRAWING LIST S02.01 STRUCTURAL CONSTRUCTION PLAN SO4.01 STRUCTURAL DETAILS FURNITURE VENDOR SHEET NUMBER SHEET NAME REVISIONS LATEST DATE DESCRIPTION V-0.0 COVER SHEET V-2.1 FLOOR PLAN ELEVATIONS ELECTRICAL ELEVATIONS DETAILS V-3.1 V-3.2 V-4.1 V-4.2 DETAILS V-4.3 DETAILS MECHANICAL -UNDER SEPARATE SUBMITTAL SHEET NUMBER SHEET NAME REVISIONS LATEST DATE DESCRIPTION M00.00 MECHANICAL GENERAL NOTES, LEGENDS, AND DETAILS M01.01 DEMO FLOOR PLAN - HVAC M02.01 MECHANICAL FLOOR PLAN PLUMBING - UNDER SEPARATE SUBMITTAL SHEET NUMBER SHEET NAME REVISIONS LATEST DATE DESCRIPTION P00.00 PLUMBING GENERAL NOTES, LEGEND, AND SCHEDULES P02.01 PLUMBING WASTE AND VENT PLAN P03.01 PLUMBING WATER AND GAS PLAN ELECTRICAL - UNDER SEPARATE SUBMITTAL SHEET NUMBER SHEET NAME REVISIONS LATEST DATE DESCRIPTION E00.00 SYMBOLS LIST AND GENERAL NOTES E01.01 DEMOLITION PLAN E02.01 POWER PLAN E02.02 BASEMENT POWER PLAN E03.01 LIGHTING PLAN E05.00 SCHEDULES AND DETAILS E08.00 WASHINGTON ENERGY COMPLIANCE FORMS BAN K OF AM ERICA�!�I RRP RENOVATION 306 MAIN ST. EDMONDS, WA 98020 SERIAL NUM.IMANH. ID: WA4-115 NRSP VERSION: 2.0 BULLETIN: 04-2019 Gensle 1200 Sixth Avenue Suite 500 Seattle, WA 98101 United States r Tel 206.654.2100 Fax 206.654.2121 0 Date Description 04/24/2020 ISSUE FOR PERMIT REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION ffr l cl BUILDING OFFICIAL Dec 09 2020 APPROVED DATE REVISION Nov 24 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Seal I Signature C31TVICT LM'I''F8 CHU STATE OF WAOMOWN Project Name EDMONDS RRP Project Number 32.4596.002 Description DRAWING INDEX, LIFE SAFETY AND PROJECT INFORMATION Scale As indicated A00..00 4TH AVE S © 2020 Gensler GRAPHIC SYMBOLS TYPICAL MOUNTING HEIGHTS SUPPLEMENTAL INSTRUCTIONS TO THE GC GENERAL NOTES BANK OF AMER ICA'!0` 75 a 00 LO LO 0 (V O CV co 2V POWER AND COMMUNICATION SECTION INDICATIONS :.. & WALL MOUNTED DUPLEX f. _.� . STONE WALL MOUNTED DEDICATED DUPLEX CONCRETE WALL MOUNTED SEPARATE DUPLEX WALL MOUNTED FOURPLEX CONCRETE Rssm WALL MOUNTED DEDICATED FOURPLEX MASONRY UNIT WALL MOUNTED HALF DEDICATED FOURPLEX METAL WALL MOUNTED VOICE RECEPTACLE NON- 0 WALL MOUNTED DATA RECEPTACLE FERROUS V ALUMINUM WALL MOUNTED TELE/DATA RECEPTACLE AV WALL MOUNTED A/V TROUGH 1, PLYWOOD WALL MOUNTED A/V RECEPTACLE , 6 CT WALL MOUNTED CABLE TV RECEPTACLE WOOD (FINISH) y WALL MOUNTED VOICE/DATA JUNCTION BOX WOOD (CONTINUOUS) 9 WALL MOUNTED ELECTRICAL JUNCTION BOX Q WALL MOUNTED SYSTEMS PANEL VOICE/DATA INFEED WOOD (BLOCKING) Q WALL MOUNTED SYSTEMS PANEL POWER INFEED INSULATION (LOOSE OR PP POWER POLE BATT) O XX EQUIPMENT GLASS (LARGE SCALE) I. GYPSUM BOARD FINISH XXX WALL FINISH 11 XXX fl ACOUSTICAL TILE BASE FINISH EXTENT OF FINISH11111111111 CARPET " _( XXXX - WALL FINISH "I XXXX SPECIAL FINISH XXX FLOOR FINISH XXX CEILING FINISH XXXX CEILING FINISH XXXX CEILING HEIGHT CHANGE IN FLOOR FINISH STARTING POINT ABBREVIATIONS A ACCES ACCESSORY ACOUS ACOUSTIC(AL) AFF ABOVE FINISHED FLOOR AL ALUMINUM ALT ALTERNATE ANNUNC ANNUNCIATOR ANOD ANODIZED APPL APPLIANCE AUTO AUTOMATIC AVG AVERAGE B BD BOARD BLDG BUILDING BLKG BLOCKING BOLLD BOLLARD BRDLM BROADLOOM BU BUILT UP C CAB CABINET CEM CEMENT(ITIOUS) CER CERAMIC CLG CEILING CMU CONCRETE MASONRY UNIT COATG COATING COILG COILING CONC CONCRETE CONSTR CONSTRUCTION CONT CONTINUOUS(ATION) CONTR CONTRACT(OR) COV COVER CPT CARPET D DBL DOUBLE DEPT DEPARTMENT DES DESIGN(ED) DET DETAIL DF DRINKING FOUNTAIN DIA DIAMETER DIFF DIFFUSER DIM DIMENSION DISP DISPENSER DIV DIVISION DIN DOWN DR DOOR DSCON DISCONNECT DWR DRAWER E ELAST ELASTOMERIC ELEC ELECTRICAL EMBED EMBEDD(ED)(ING) ENGR ENGINEER(ED) ENTR ENTRANCE EQ EQUAL EQUIP EQUIPMENT EX EXISTING EXP JT EXPANSION JOINT EXPS EXPOSE(D) EXT EXTERIOR F FAB FABRICATION FD FLOOR DRAIN FIE FIRE EXTINGUISHER FE&C FIRE EXTINGUISHER AND CABINET FHC FIRE HOSE CABINET FIN FINISH FLDG FOLDING FLR FLOOR(ING) FM FINANCIAL MANAGER FPLC FIREPLACE FIR FIRE RAT(ING)(ED) FRMG FRAMING FURN FURNITURE FWC FABRIC WALL COVERING SECURITY DEVICES CR CARD READER EH ELECTRIC HINGE EL ELECTRIC LOCKSET ES ELECTRIC STRIKE DR DOOR RELEASE MS DOOR RELEASE MOTION SENSOR DC DOOR MONITOR CONTACT EM ELECTRO-MAGNETIC LOCK KS KEY SWITCH HO DOOR HOLD OPEN IC INTERCOM © BELL PUSH BUTTON DD DOUBLE DOOR MONITOR CONTACT (9REMOTE DOOR RELEASE BUTTON IA INTRUSION ALARM O DOOR BELL PIR FIR (REQUEST TO EXIT, PASSIVE INFRARED DETECTOR) CEILING MOUNTED FXD FIXED FXTR FIXTURE G GA GAUGE GFCI GROUND FAULT CIRCUIT INTERRUPTER GFRC GLASS FIBER REINFORCED CONCRETE GFRG GLASS FIBER REINFORCED GYPSUM GFRP GLASS FIBER REINFORCED PLASTER GL GLASS GR GRAD(E)(ING) GYP GYPSUM H HD HEAD HDWD HARDWOOD HDWE HARDWARE HM HOLLOW METAL HORIZ HORIZONTAL HVAC HEATING, VENTILATING, AND AIR CONDITIONING INFILTR INFILTRATION INFO INFORMATION INSTRUM INSTRUMENT(ATION) INSUL INSULATION INT INTERIOR INTLK INTERLOCK(ING) J JAN JANITOR K KIT KITCHEN L LAV LAVATORY LB POUND LOUVER LOUVER LT LIGHT LVLG LEVELING M M.E. MATCH EXISTING MAX MAXIMUM MECH MECHANICAL MEMB MEMBRANE MET METAL MEZZ MEZZANINE MFD MANUFACTURED MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MLWK MILLWORK MOIST MOISTURE MOT MOTOR(IZED) MTD MOUNTED N NIC NOT IN CONTRACT NO NUMBER NITS NOT TO SCALE 0 OH OPPOSITE HAND OPNG OPENING(S) OPP OPPOSITE OPR OPERABLE ORNA ORNAMENTAL OS OCCUPANCY SENSOR OVFL OVERFLOW OVHD OVERHEAD P PBD PARTICLE BOARD PEDTR PEDESTRIAN PjM OWNERS REPRESENTATIVE/PROJE CT MANAGER PLAM PLASTIC LAMINATE PLAS PLASTER PLSTC PLASTIC REFLECTED CEILING _ ACOUSTICAL CEILING AND GRID MAIN RUNNER 2'X4' LIGHT FIXTURE r _ EXISTING TO BE REMOVED L -_J � -- --4 UNDER CABINET LIGHT FIXTURE i� STRIP LIGHT FIXTURE I I I I PENDANT FIXTURE IL JI ZCEILING HEIGHT CHANGE MATERIAL/DIMENSION OF XXX-X CEILING ABOVE FINISH X'-X" FLOOR ® CEILING MOUNTED EXIT SIGN F<4+ WALL MOUNTED EXIT SIGN O RECESSED DOWNLIGHT O ADJUSTABLE DOWNLIGHT ® RECESSED WALL WASHER TRACK LIGHTING SURFACE MOUNTED LIGHT FIXTURE D WALL SCONCE O EXHAUSTFAN G SMOKE DETECTOR o STROBE ♦ FIRE SPRINKLER O SPEAKER MS MOTION SENSOR ACCESS DOOR =�l SECURITY CAMERA O THERMOSTAT LIGHT SWITCH / $D DIMMER SWITCH PROJECTION SCREEN ® RETURN AIR ® SUPPLY AIR ® EXHAUST OO CIRCULAR DIFFUSER ® LINEAR DIFFUSER E DENOTES EXISTING TO REMAIN R DENOTES EXISTING, RELOCATED FIXTURE (i� EQUIPMENT PLYWD PLYWOOD PNL PANEL POLYST POLYSTYRENE PORT PORTABLE PREFAB PREFABRICATED PREFIN PREFINISHED PRTECN PROTECTION PTN PARTITION R RDR READER RECES RECESS(ED) RECPT RECEPTACLE REF REFER(ENCE) REFL REFLECTED REFR REFRIGERATOR REQD REQUIRED RESIS RESIST(ANT)(IVE) RFG ROOFING RM ROOM RO ROUGH OPENING S SCR SCRIBE SECUR SECURITY SF SQUAREFEET SGL SINGLE SHORG SHORING SIM SIMILAR SST STAINLESS STEEL STD STANDARD STL STEEL STRFR STOREFRONT STRUCT STRUCTURAL SURF SURFACE SUSP SUSPENDED SYS SYSTEM(S) T T&G TONGUE AND GROOVE TG TEMPERED GLASS THK THICK TILT TOILET TRAF TRAFFIC TRANS TRANSPARENT TRTD TREATED TYP TYPICAL U UNDRLAY UNDERLAYMENT UON UNLESS OTHERWISE NOTED UTIL UTILITY V VEH VEHICLE VERT VERTICLE VIF VERIFY IN FIELD W W/ WITH W/O WITHOUT WC WATER CLOSET WD WOOD WDW WINDOW WT WEIGHT WTRPRF WATERPROOFING CONSTRUCTION 1 COLUMN GRID A NOT IN CONTRACT EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE - - - - DEMOLISHED NEW PARTITION XXX REFERENCE TO PARTITION TYPE 1 HR. RATED PARTITION � SMOKE PARTITION OFFICE ROOM NAME XXX ROOM NUMBER XXX DOOR TYPE ### DOOR NUMBER ### ### HARDWARE I DOOR TYPE ALIGN ALIGN WITH I� ESTABLISHED SURFACES XX KEY NOTE 0 REVISION TO ADDRESS BID PROCESS Al XX ELEVATION NUMBER ON SHEET AXX.XX DIRECTION OF ELEVATION SHEET WHERE SHOWN XXf --- DETAIL NUMBER AXX.X SHEET WHERE SHOWN �- M \FL12. � DESCRIPTION OF SIMILAR OR OPPOSITE ) FLOOR LEVEL AND AREA OR PHASE - - AREA TO BE DETAILED ---- MILLWORK MILLWORK SCHEDULE TAG (IF USED) F/� ffi/� - XXXX FHC FIRE HOSE CABINET G FIRE EXTINGUISHER WITHOUT CABINET eC FIRE EXTINGUISHER CABINET O FIRE VALVE WITHOUT CABINET VC FIRE VALVE CABINET I FIRE ALARM PULL GENERAL DOOR NOTES EVERY REQUIRED EXIT DOORWAY, WHICH IS LOCATED WITHIN AN ACCESSIBLE PATH OF TRAVEL, SHALL BE OF A SIZE AS TO PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 3' IN WIDTH AND NOT LESS THAN 6'-8" IN HEIGHT. DOOR OPENINGS SHALL PROVIDE A CLEAR WIDTH OF 32 INCHES MINIMUM 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 INCHES DEEP SHALL PROVIDE A CLEAR OPENING OF 36 INCHES MINIMUM. THERE SHALL BE NO PROJECTIONS INTO THE REQUIRED CLEAR OPENING WIDTH LOWER THAN 34 INCHES ABOVE THE FINISH FLOOR OR GROUND. PROJECTIONS INTO THE CLEAR OPENING WIDTH BETWEEN 34 INCHES AND 80 INCHES ABOVE THE FINISH FLOOR OR GROUND SHALL NOT EXCEED 4 INCHES. MINIMUM MANEUVERING CLEARANCES AT DOORS AND GATES SHALL EXTEND THE FULL WIDTH OF THE DOORWAY AND THE REQUIRED LATCH SIDE OR HINGE SIDE CLEARANCE. MANEUVERING CLEARANCES FOR FORWARD APPROACH SHALL BE PROVIDED WHEN ANY OBSTRUCTION WITHIN 18 INCHES OF THE LATCH SIDE AN INTERIOR DOORWAY, OR WITHIN 24 INCHES OF THE LATCH SIDE OF AN EXTERIOR DOORWAY, PROJECTS MORE THAN 8 INCHES BEYOND THE FACE OF THE DOOR, MEASURED PERPENDICULAR TO THE FACE OF THE DOOR OR GATE. THRESHOLDS, IF PROVIDED AT DOORWAYS, SHALL BE 1/2 INCH HIGH MAXIMUM. HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON DOORS AND GATES SHALL COMPLY AS FOLLOWS. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34 INCHES MINIMUM AND 44 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES. THE FORCE FOR PUSHING OR PULLING OPEN A DOOR OR GATE OTHER THAN FIRE DOORS SHALL BE AS FOLLOWS: A. INTERIOR HINGED DOORS AND GATES: 5 POUNDS MAXIMUM. B. SLIDING OR FOLDING DOORS: 5 POUNDS MAXIMUM. C. REQUIRED FIRE DOORS: THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 POUNDS. D. EXTERIOR HINGED DOORS: 5 POUNDS MAXIMUM. SWINGING DOOR AND GATE SURFACES WITHIN 10 INCHES OF THE FINISH FLOOR OR GROUND MEASURED VERTICALLY SHALL HAVE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR OR GATE. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN THESE SURFACES SHALL BE WITHIN 1/16 INCH OF THE SAME PLANE AS THE OTHER AND BE FREE OF SHARP OR ABRASIVE EDGES. CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED. THE DISTANCE BETWEEN TWO HINGED OR PIVOTED DOORS IN SERIES AND GATES IN SERIES SHALL BE A MINIMUM OF 48" PLUS THE WIDTH OF THE DOORS OR GATES SWINGING INTO THE SPACE. A KEY -OPERATED LOCKING DEVICE IS PERMITTED FROM THE EGRESS SIDE PROVIDED THAT THE LOCKING DEVICE IS READILY DISTINGUISHABLE AS LOCKED; A READILY VISIBLE DURABLE SIGN IS POSTED ON THE EGRESS SIDE ON OR ADJACENT TO THE DOOR STATING "THIS DOOR TO REMAIN UNLOCKED WHEN THIS SPACE IS OCCUPIED". THE SIGN SHALL BE IN LETTERS 1" HIGH ON A CONTRASTING BACKGROUND. z 2 0 00 CV Nt DEVICES AT DOOR IN OPEN POSITION /' / / / / 6" / // DEVICES AT DOOR IN CLOSED POSITION OUTLINE OF DOOR IN OPEN POSITION ALIGN TOP OF DEVICES P THERMOSTAT GANG OF DIMMER SWITCHES FLUORESCENT SWITCH (SECURITY DEVICE WHERE OCCURS. I.E. CARD READERS, ETC. ) DOORFRAME AUDIBLE/VISIBLE STROBE FIRE EXTINGUISHER AND/OR HOSE CABINET PEEP SCOPE, WHERE SCHEDULED HOLD UP LIGHT PEEP SCOPE WHERE SCHEDULED AND REQUIRED BY CODE THERMOSTAT LOCATION DO NOT LOCATE DIRECTLY ABOVE DIMMERS. LOCATION FOR: LIGHT SWITCH, DIMMERS, EGRESS BUTTON, CARD READER, (ETC.) CLUSTER. SEE PLAN FOR QUANTITY OF EACH CLUSTER. USE GANG -TYPE COVER PLATES FOR MORE THAN ONE DEVICE OF THE SAME TYPE. NOTE: ALL DIMENSIONS TO CENTER LINE OF DEVICES U.N.O.; INTERCOM TO BE MOUNTED AT 3'-9" AFF U.N.O.; CENTER ALL DEVICES BELOW SWITCH. ALL OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST WITH A MAX OF 5 LBS. OF FORCE TO OPERATE. A CLEAR SPACE TO BE PROVIDED OF 30" MIN. X 48" MIN. ACCESSIBILITY NOTES IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1. THE AMERICAN WITH DISABILITIES ACT (A.D.A) PROVIDES THAT ALL ALTERATIONS TO A FACILITY MUST BE MADE IN SUCH A MANNER THAT, TO THE MAXIMUM EXTENT FEASIBLE, THE ALTERED PORTIONS OF THE FACILITY ARE READILY ACCESSIBLE TO INDIVIDUALS WITH DISABILITIES. BANK OF AMERICA AND THE GENERAL CONTRACTOR ACKNOWLEDGE THAT THE REQUIREMENTS OF A.D.A. WILL BE SUBJECT TO VARIOUS AND POSSIBLY CONTRADICTORY INTERPRETATIONS. THE ARCHITECT THEREFORE, WILL USE HIS/ HER BEST PROFESSIONAL EFFORTS TO INTERPRET A.D.A. REQUIREMENTS AND OTHER FEDERAL, STATE AND LOCAL LAWS, RULES, CODE ORDINANCES AND REGULATIONS AS THEY APPLY TO THE PROJECT. THE ARCHITECT, HOWEVER, CANNOT AND DOES NOT WARRANT OR GUARANTEE THAT BANK OF AMERICA WILL COMPLY WITH ALL INTERPRETATIONS OF THE A.D.A. REQUIREMENTS AND/ OR THE REQUIREMENTS OF OTHER FEDERAL, STATE AND LOCAL LAWS, RULES, CODES, ORDINANCES AND REGULATIONS AS THEY APPLY TO THE PROJECT. 2. THE SCOPE OF WORK INDICATED IN THESE DRAWINGS IS FOR SPECIFIC ITEMS SELECTED BY BANK OF AMERICA FOR CUSTOMER ACCESS TO GOODS AND SERVICES. NOTE THAT SOME AREAS OF ACCESS HAVE NOT BEEN MODIFIED TO MEET A.D.A. REQUIREMENTS. ALL OTHER AREAS OF A.D.A. UPGRADE THAT MAY BE REQUIRED AT THIS TIME ARE NOT IN THIS CONTRACT AND ARE NOT INDICATED ON THESE DOCUMENTS. SEE BANK OF AMERICA FOR ADDITIONAL INFORMATION CONCERNING OTHER AREAS OF A.D.A. SCOPE OF WORK. 3. IN BUILDINGS AND FACILITIES, FLOORS OF A GIVEN STORY SHALL BE A COMMON LEVEL THROUGHOUT, OR SHALL BE CONNECTED BY PEDESTRIAN RAMPS, PASSENGER ELEVATORS OR SPECIAL ACCESS LIFTS. 4. FLOOR SURFACES SHALL BE SLIP -RESISTANT. 5. EVERY CORRIDOR AND AISLE SERVING AN OCCUPANT LOAD OF 10 OR MORE, SHALL BE NOT LESS THAN 44" IN WIDTH. 6. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 1/2" IN HEIGHT. LEVEL CHANGES NOT EXCEEDING 1/4" MAY BE VERTICAL. BEVEL OTHERS WITH A SLOPE NOT GREATER THAN 1:2. 7. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER. TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS, OR OTHER HARDWARE SHALL BE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. MOUNT DOOR OPENING HARDWARE BETWEEN 34" AND 44" A.F.F. 8. CENTER HAND -ACTIVATED DOOR OPENING HARDWARE BETWEEN 34" AND 44" A.F.F. 9. MAXIMUM PULL OR PUSH EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS, MEASURED AT RIGHT ANGLES TO HINGED DOORS AND AT CENTER PLANE OF SLIDING OR FOLDING DOORS. CORRESPONDING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. MAXIMUM EFFORT TO OPERATE REQUIRED FIRE DOORS MAY BE INCREASED BUT SHOULD NOT EXCEED 15 POUNDS. 10. THE BOTTOM 10" OF ALL DOORS (EXCEPT SLIDING) SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. 11. EVERY REQUIRED ENTRANCE OR PASSAGE DOORWAY SHALL NOT BE LESS THAN 3' IN WIDTH AND NOT LESS THAN 6'-8" IN HEIGHT. DOORS SHALL BE CAPABLE OF OPENING AT LEAST 90 DEGREES AND SHALL BE MOUNTED SO THAT THE CLEAR WIDTH OF THE DOORWAY IS NOT LESS THAN 32". 12. WHERE A PAIR OF DOORS IS UTILIZED, AT LEAST ONE OF THE DOORS SHALL PROVIDE A CLEAR, UNOBSTRUCTED OPENING WIDTH OF 32" WITH THE LEAF POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. 13. IDENTIFY ACCESSIBLE ENTRANCES WITH INTERNATIONAL SYMBOL OF ACCESSIBILITY AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED, VISIBLE FROM APPROACHING PEDESTRIAN WAYS. 14. THE FLOOR OR LANDING ON EACH SIDE OF AN ENTRANCE OR PASSAGE DOOR SHALL BE LEVEL AND CLEAR. THE LEVEL AND CLEAR AREA SHALL BE AT LEAST 60" LONG IN THE DIRECTION OF THE DOOR SWING AND 48" CLEAR IN THE DIRECTION OPPOSITE THE DOOR SWING MEASURED IN RIGHT ANGLES TO THE PLANE OF THE DOOR IN ITS CLOSED POSITION. 15. FLOORS AND LANDINGS SHALL NOT BE MORE THAN 1/2" LOWER THAN THE THRESHOLD OF THE DOORWAY. CHANGE IN LEVEL BETWEEN 1/4" AND 1/2" SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. 16. TO ALERT THE VISUALLY IMPAIRED, MARK THE UPPER APPROACH AND THE LOWER TREAD OF EACH INTERIOR STAIR WITH A STRIP OF CLEARLY CONTRASTING COLOR AT LEAST 2" WIDE PLACED PARALLEL TO AND NOT MORE THAN 1" FROM THE NOSE OF THE STEP OR LANDING. THE STRIP SHALL BE OF A MATERIAL THAT IS AT LEAST AS SLIP RESISTANT AS THE OTHER TREADS OF THE STAIR. 17. ELECTRICAL RECEPTACLE OUTLETS ON BRANCH CIRCUITS OF 30 AMPERES OR LESS AND COMMUNICATION SYSTEM RECEPTACLES SHALL BE MOUNTED 15" MIN. A.F.F. TO THE BOTTOM OF THE BOX AND 48" MAX. A.F.F. TO THE TOP OF THE BOX. 18 SWITCHES, CONTROLS, AND ANY FIRE ALARM CONTROLS SHALL COMPLY WITH THE REACH RANGE REQUIREMENTS PER IBC 11B-308.1. RENOVATIONS BEST PRACTICES - REDUCING RATE OF INDOOR AIR QUALITY COMPLAINTS AND ESCALATIONS BACKGROUND FINANCIAL CENTER RENOVATION PROJECTS ARE HIGHLY COMPLEX DUE TO THE NEED TO REMAIN OPEN WHILE MAJOR CONSTRUCTION IS CARRIED OUT. CONSTRUCTION WORK CAUSES VARIOUS TYPES OF INDOOR AIR QUALITY AND HOUSEKEEPING CHALLENGES DUE TO DUST, PARTICULATES AND NUISANCE ODORS. SPECIAL MANAGEMENT PROTOCOLS ARE REQUIRED BY THE GENERAL CONTRACTOR AND FACILITY PARTNER THROUGHOUT THE PROJECT TO PREVENT AN ASSOCIATE AIR QUALITY COMPLAINT AND ENSURE THE SITE IS IN CLEAN, SAFE CONDITION READY FOR OPENING DURING NORMAL BUSINESS HOURS. BEST PRACTICES & CONSTRUCTION PROCESS TO BE IMPLEMENTED: USAGE OF AIR SCRUBBERS: • AIR SCRUBBERS ARE TO BE USED AT NIGHT DURING ALL CONSTRUCTION PERIODS. • SMALLER (QUIETER) UNITS SHOULD BE UTILIZED WITHIN ACTIVE BANKING AREAS DURING HEAVY CONSTRUCTION PERIODS DURING THE DAY. • PLEASE REFER TO "AIR SCRUBBER SUPPLEMENTAL INFORMATION" DOCUMENT. MES AND PROPERTY TEAM ENGAGEMENT: • ENGAGE MES AND PROPERTY TEAM DURING INITIAL WALK, PAGE TURN AND CLOSE OUT. MES HAS A TEMPLATE AND CHECKLIST TO ENSURE THE PROJECT TEAM UNDERSTANDS THE OPERATION, CURRENT AND PROPOSED CONDITIONS FOR HVAC AND A TURN OVER TO GC DURING CONSTRUCTION. • TOPICS SUCH AS HVAC FILTER CHANGES (GC RESPONSIBILITY), RUNNING FANS 24X7 (OVERRIDES OF IC3 AS NECESSARY) SHOULD ALSO BE DISCUSSED DURING PAGE TURN. REFER TO "PAGE TURN NOTES AND CHECKLIST- HVAC" DOCUMENT. PROJECT TEAM EXPECTATIONS FOR CLEANLINESS AND PHYSICAL SEPARATION STANDARDS: • SET EXPECTATIONS FOR GC PRIOR TO CONSTRUCTION START REGARDING IAQ AND CLEANLINESS. (INCLUDES COVERING EQUIPMENT FOR DUST, HVAC RESPONSIBILITY, ETC) • SET EXPECTATIONS FOR NEED TO HAVE BANKING AREAS CLEAN AND READY FOR START OF BUSINESS AND CLEAN THROUGHOUT DAY. • FOLLOW STANDARD FOR SEPARATION WALLS AND CLEANLINESS PROCEDURE DURING CONSTRUCTION REFER TO "STANDARDS FOR TEMPORARY CONSTRUCTION WALLS DURING RENOVATION PROJECTS" DOCUMENT. • FOLLOW ENVIRONMENTAL, HEALTH AND SAFETY COMPLIANCE CHECKLIST COMMUNICATION TO CLIENT: • CLIENT "BREAK ROOM INFORMATION TEMPLATE" SHOULD BE UTILIZED WHICH INCLUDES INFORMATION ON WHAT TO EXPECT, WHO TO CONTACT, ETC. • INCREASED COMMUNICATION AND PHYSICAL VISITS TO CHECK IN WITH CLIENTS. AT A MINIMUM -A JLL REPRESENTATIVE SHOULD BE PHYSICALLY ON SITE 1X PER WEEK DURING CONSTRUCTION (BETWEEN MES, FM AND PJM) ESCALATION: • FM TO ENGAGE LIFE SAFETY FOR GUIDANCE IMMEDIATELY UPON CLIENT COMPLAINT OR ESCALATION. ENGAGE LIFE SAFETY PROACTIVELY WHEN BREAK ROOMS OR RESTROOMS ARE PROJECTED TO BE OFFLINE DURING PROJECT • MAKE SURE TO GET REPORTING REGARDING INDOOR AIR QUALITY (ARCADIS) - COMMUNICATE THIS REPORT CORRECTLY • GC TO ESCALATE TO PROJECT TEAM UPON ANY FEEDBACK TO THEM REGARDING IAQ (EVEN IF UNRELATED TO PROJECT OR IF THEY FEEL ISSUE HAS BEEN RESOLVED. HAZARDOUS MATERIALS NOTE IN THE EVENT OF ASBESTOS OR OTHER TOXIC SUBSTANCE EXPOSURE OR THE SUBSTANTIAL RISK THEREOF, CLIENT WILL HAVE THE DUTY TO INFORM ARCHITECT OF SUCH RISKS KNOWN OR REASONABLY KNOWABLE TO CLIENT. IF ASBESTOS OR ANY OTHER TOXIC SUBSTANCE, OR RISKS TO EXPOSURE THEREOF IS DISCOVERED BY ARCHITECT DURING WORK ON THE PROJECT, ARCHITECT SHALL, IN ITS SOLE DISCRETION, HAVE THE RIGHT TO SUSPEND WORK ON THE PROJECT. CLIENT SHALL HAVE THE DUTY PROMPTLY TO RETAIN A QUALIFIED EXPERT SAFELY TO RENDER OR SUPERVISE THE REMOVAL OF SUCH ASBESTOS OR OTHER TOXIC SUBSTANCE. CLIENT SHALL INDEMNIFY AND HOLD ARCHITECT, ITS AFFILIATES AND SUB -CONTRACTORS, AND THEIR OFFICERS, AGENTS AND EMPLOYEES HARMLESS FROM ANY AND ALL LIABILITY ON PART OF OR DAMAGE TO SUCH ENTITIES OR PERSONS, INCLUDING THE COST OF LEGAL FEES AND EXPENSES, AS SUCH FEES AND EXPENSES ARE INCURRED, WHICH MAY RESULT FROM ASBESTOS OR OTHER TOXIC SUBSTANCE EXPOSURE ON THE PROJECT. REFLECTED CEILING NOTES 1. SUSPENDED CEILING SHALL BE IN CONFORMANCE WITH LOCAL BUILDING CODE, ASCE 7-05, SECTION 13.5.6, ASTM C 636, ASTM C 635, CISCA: GUIDELINES FOR SEISMIS RESTRAINT FOR DIRECT HUNG SUSPENDED CEILING ASSEMBLIES IN SEISMIC ZONES D, E, OR F. - MAIN BEAMS AND CROSS TEES MUST BE SUPPORTED WITHIN 8 INCHES OF EACH WALL WITH 12-GUAGE WIRE OR APPROVED WALL SUPPORT. - A STRUT IS TO BE ATTACHED TO THE SUSPENSION SYSTEM AND TO THE STRUCTURE ABOVE EACH BRACING. - RIGID BRACING MAY BE USED INSTEAD OF DIAGONAL SPLAY WIRES. RIGID BRACING MUST LIMIT CEILING MOVEMENT TO LESS THAN 1/4" AT THE POINT OF ATTACHMENT. (SPLAY WIRE BRACING IS CLUSTERS OF FOUR WIRES ATTACHED TO THE MAIN BEAM WITHIN 2-INCHES OF A CROSS TEE INTERSECTION.) - HORIZONTAL RESTRAINT POINTS ARE TO BE LOCATED NO MORE THAN 12 FEET ON CENTER IN EACH DIRECTION, AND THE FIRST POINT WITHIN 6-FEET OF EACH WALL. - ATTACHMENT OF THE BRACING WIRED TO THE MAIN BEAM AND THE STRUCTURE SHOULD SUPPORT THE GREATER OF 200 POUNDS OR THE ACTUAL DESIGN LOAD WITH A SAFETY FACTOR OF TWO. - HEAVY-DUTY GRID SYSTEM REQUIRED. - MINIMUM 2-INCH WALL MOLDING REQUIRED. - GRID MUST BE ATTACHED TO TWO ADJACENT WALLS -OPPOSITE WALLS MUST HAVE A 3/41, CLEARANCE. - CEILINGS OVER 2500 SQUARE FEET MUST HAVE SEISMIC SEPARATION JOINTS OR FULL HEIGHT PARTITIONS. - CEILINGS WITHOUT RIGID BRACING MUST HAVE A 2-INCH OVERSIZED TRIM RING FOR SPRINKLERS AND OTHER PENETRATIONS. - CHANGES IN THE CEILING PLANE MUST HAVE POSITIVE BRACING. - CABLE TRAYS AND ELECTRICAL CONDUITS MUST BE INDEPENDENTLY SUPPORTED AND BRACED. - IF PARTITIONS ARE ATTACHED TO THE SUSPENDED SYSTEM, THEY MUST BE LATERALLY BRACED TO THE BUILDING STRUCTURE. - VERTICAL HANGER WIRED ARE TO BE: -NOT MORE THAN 4 FEET ON CENTER -MUST PLUMP WITHIN 1 IN 6 -TIED WITH THREE TURNS IN 3 INCHES - PENDANT MOUNTED FXTURES MUST BE SUPPORTED FROM THE STRUCTURE. THEY MAY NOT SUE THE CEILING SUSPENSION SYSTEM FOR SUPPORT. - LIGHT FIXTURES MUST BE POSITIVELY ATTACHED TO THE SUSPENSION SYSTEM. ATTACHED DEVICE MUST BE ABLE TO WITHSTAND 100% OF THE FIXTURE WEIGHT. - IF LIGHT FIXTURE IS 56 POUNDS OR LESS, MUST HAVE TWO 12-GUAGE WIRES ATTACHED AT DIAGONAL CORNERS. IF MORE THAN 56 POUNDS, MUST BE INDEPENDENTLY SUPPORTED FROM THE BUILDING STRUCTURE. 3. LOCATE REGISTERS AND LIGHTING FIXTURES WITHIN GRID LINES. CENTER SPRINKLER HEADS, SPEAKERS, RECESSED FIXTURES, AND SIMILAR CEILING ELEMENTS IN ACOUSTICAL UNITS, UNLESS OTHERWISE NOTED. 4. FINISH HVAC DIFFUSERS, DRAPERY POCKETS, AND SPEAKER GRILLES TO MATCH ADJACENT FINISH, UNLESS OTHERWISE NOTED. 1. ALL WORK SHALL CONFORM TO THE AMERICAN WITH DISABILITIES ACT (A.D.A.) OR INTERNATIONAL BUILDING CODE, WHERE APPLICABLE, ALONG WITH ALL STATE, COUNTY, AND LOCAL APPLICABLE CODES, ORDERS, ORDINANCES AND REGULATIONS. PRIOR TO START OF WORK, NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS AND CODE. ALL WORK SHALL CONFORM TO THE MOST RESTRICTIVE REQUIREMENTS. 2. BEFORE COMMENCING WORK, CONTRACTOR SHALL BECOME FAMILIAR WITH THE DRAWINGS AND THE SCOPE OF WORK. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND DIMENSIONS AT THE SITE. ARCHITECT SHALL BE NOTIFIED OF DISCREPANCIES. 3. BEFORE COMMENCING WORK, THE GENERAL CONTRACTOR SHALL SUBMIT AN ITEMIZED COST BREAK DOWN OF ALL SCOPE ITEMS AND A CONSTRUCTION SCHEDULE TO THE BANK OF AMERICA PROJECT MANAGER AND THE ARCHITECT. WORK SHALL BE SCHEDULED TO MEET BANK OF AMERICA REQUIREMENTS. 4. ALL WORK DESCRIBED OR INDICATED IN THESE DOCUMENTS AND ALL WORK DEPENDENT UPON OR NECESSARY TO COMPLETE THIS WORK SHALL BE EXECUTED IN A WORKMAN -LIKE MANNER CONSISTENT WITH THE BEST STANDARDS OF THE TRADE. ITEMS AND MATERIALS USED SHALL BE SUITED FOR THE INTENDED PURPOSE. 5. TRADESMEN, CRAFTSMEN, INSTALLERS, FOREMEN AND SUPERVISORS ARE TO BE SKILLED, EXPERIENCED AND LICENSED IF REQUIRED IN THE WORK THEY WILL BE PERFORMING. 6. PROJECT CONSTRUCTION ITEMS TO BE NEW, UNLESS NOTED OTHERWISE. NO SUBSTITUTIONS WILL BE ALLOWED UNLESS COMPLETE DESCRIPTIONS, DRAWINGS, TEST DATA, SAMPLES, COST AND SCHEDULED CHANGES ARE SUBMITTED BY THE CONTRACTOR AND APPROVED BY THE ARCHITECT PRIOR TO INSTALLATION. ANY ITEMS NOTED ON THE DRAWINGS THAT ARE NOT AVAILABLE OR WOULD CAUSE A TIME DELAY SHALL BE IDENTIFIED BY THE GENERAL CONTRACTOR AND THE ARCHITECT SHALL BE NOTIFIED. 7. TYPICAL DETAILS AND GENERAL NOTES SHALL BE USED WHENEVER APPLIABLE U.N.O. ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED CONSTRUCTION STANDARDS. IF CONTRACTOR HAS ANY QUESTIONS REGARDING THE SAME OR EXACT MEANING, ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION. 8. DIMENSIONS ARE TO THE FACE OF FINISH ON EXISTING OR NEW WORK, UNLESS NOTED OTHERWISE. DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE. LARGER SCALE DRAWINGS SHALL HAVE PRECEDENCE OVER SMALLER SCALE DRAWINGS. 9. PROVIDE SHOP DRAWINGS WHERE INDICATED AND FOR ALL METAL FABRICATION OR WHERE NOTED ON THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL SUBMIT FIVE (5) SETS TO THE ARCHITECT WITH AMPLE TIME TO REVIEW. REQUIRED CORRECTIONS WILL BE NOTED AND A COPY WILL BE RETURNED TO THE CONTRACTOR. THE CONTRACTOR SHALL REVISE THE DRAWINGS AND RESUBMIT FOR FINAL APPROVAL PRIOR TO FABRICATION. 10. CONTRACTOR TO SUBMIT SAMPLES OF ALL FINISH MATERIALS TO THE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. 11. CONTRACTOR SHALL MAINTAIN A COMPLETE SET OF AS -BUILT DRAWINGS NOTING DEVIATIONS BETWEEN THE DRAWINGS, THE ACTUAL FIELD CONDITIONS AND THE NEW CONSTRUCTION OF ALL TRADES. AS -BUILT DRAWINGS SHALL BE DELIVERED TO BANK OF AMERICA AT THE END OF THE PROJECT. GENERAL CONTRACTOR SHALL PROVIDE ALL SUBCONTRACTORS WITH THE MOST CURRENT CONSTRUCTION DOCUMENTS THROUGHOUT THE PROJECT INCLUDING ALL REVISIONS. 12. CONTRACTOR TO NOTIFY ARCHITECT AND BANK OF AMERICA PROJECT MANAGER OF ALL REVISIONS TO THE DRAWINGS AND CHANGES TO THE SCOPE OF WORK OR SCHEDULE AS REQUIRED BY GOVERNING AGENCIES, FIELD CONDITIONS OR BANK OF AMERICA PERSONNEL REGARDLESS OF EXTENT. ALL REVISIONS TO BE IN WRITING AS CHANGE ORDERS AND APPROVED PRIOR TO STARTING WORK. 13. CONTRACTOR TO PROVIDE PROTECTIVE EQUIPMENT TO ENSURE THE LIFE SAFETY OF PUBLIC, TENANTS AND WORKERS AS REQUIRED BY FEDERAL, STATE AND LOCAL CODES THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PROTECT PEDESTRIANS. 14. CONTRACTOR TO VERIFY EXISTING STRUCTURAL CONDITIONS AND REQUIREMENTS OF NEW CONSTRUCTION PRIOR TO START OF WORK. CONTRACTOR SHALL FURNISH ADEQUATE SHORING, BRACING, ETC. AS REQUIRED TO SAFETLY EXECUTE ALL WORK AND SHALL BE RESPONSIBLE FOR THE SAME, UNLESS SPECIFICALLY DETAILED IN THE DRAWINGS. CONTRACTOR SHALL PROVIDE BLOCKING, BACKING, FRAMING, HANGERS, OR OTHER SUPPORTS AS NECESSARY FOR ALL FIXTURES, EQUIPMENT AND ALL OTHER ITEMS AS NECESSARY. 15. SITE AND BUILDING SHALL BE MAINTAINED IN A CLEAN, SAFE MANNER. DIRTY OR NOISY WORK SHALL BE PERFORMED AT SUCH A TIME AS DIRECTED BY THE OWNER AND/ OR CITY. ALL TRASH DEBRIS, SURPLUS MATERIAL, TOOLS AND EQUIPMENT TO BE REMOVED FROM THE SITE AND DISPOSED OF IN A LEGAL MANNER. LEAVE PREMISES IN A CONDITION ACCEPTABLE TO BANK OF AMERICA OR OWNER. 16. PROTECT AREA OF WORK AND ADJACENT AREAS FROM DAMAGE. WHERE EXISTING CONSTRUCTION, FINISHES OR EQUIPMENT IS DAMAGED BY WORK IN THIS CONTRACT, IT SHALL BE PATCHED, REPAIRED OR REPLACED AS REQUIRED TO MATCH EXISTING AT NO COST TO BANK OF AMERICA. 17. THE LOCATION AND ELEVATIONS OF ALL WORK TO BE CONSTRUCTED IS SHOWN ON THE DRAWINGS. UNLESS DISCREPANCIES ARE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR THE PROPER LOCATION AND ELEVATIONS AS SHOWN AND INTENDED. 18. THE CONTRACTOR SHALL LAY -OUT THE WORK, ESTABLISH AND MAINTAIN NECESSARY MARKERS AND BE RESPONSIBLE FOR THE ACCURACY OF THE WORK. THE CONTRACTOR SHALL MARK, AS A GUIDE TO ALL TRADES AND TO HIS SUBCONTRACTORS, THE EXACT LOCATIONS OF NEW OR REMODELED WORK WITH RESPECT TO ALL CHANGES TO EXISTING. 19. INSTALL AND APPLY ITEMS, MATERIALS, EQUIPMENT, FINISHES, ETC. INCLUDING THE PREPARATION OF SURFACES IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PRINTED RECOMMENDATIONS AND INSTALLATION REQUIREMENTS. 20. PERTAINING TO EQUIPMENT: GENERAL CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND RELOCATION OF ANY EXISTING EQUIPMENT OR CONSTRUCTION AS NECESSARY FOR A COMPLETE INSTALLATION. 21. ACCESS PANELS SHALL BE PROVIDED FOR ALL EQUIPMENT SWITCHES, VALVES AND OTHER CONTROL DEVICES THAT ARE CONCEALED. EXACT LOCATIONS TO BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION. 22. BESIDES GUARANTEES REQUIRED ELSEWHERE, THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A MINIMUM PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE OF WORK WITHOUT EXPENSE TO BANK OF AMERICA. GUARANTEE SHALL INCLUDE ANY WORK THAT MAY BE DISPLACED BY GENERAL CONTRACTOR'S WORK. 23. OBTAIN AND PAY FOR PERMITS AND INSPECTIONS REQUIRED BY PUBLIC AUTHORITIES GOVERNING THE WORK. 24. SUBMIT REQUESTS FOR SUBSTITUTIONS, REVISIONS, OR CHANGES TO ARCHITECT FOR REVIEW PRIOR TO PURCHASE, FABRICATION OR INSTALLATION. 25. OWNER WILL PROVIDE WORK NOTED "BY OTHERS" OR "NIC" UNDER SEPARATE CONTRACT. CONTRACTOR SHALL INCLUDE SCHEDULE REQUIREMENTS IN CONSTRUCTION PROGRESS SCHEDULE AND COORDINATE TO ASSURE ORDERLY SEQUENCE OF INSTALLATION. 26. CONTRACTOR TO COORDINATE TELECOMMUNICATIONS, DATA AND SECURITY SYSTEM INSTALLATIONS. 27. PROTECT AREA OF WORK AND ADJACENT AREAS FROM DAMAGE. 28. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. IN CASE OF CONFLICT, CONSULT THE ARCHITECT. 29. COORDINATE AND PROVIDE BLOCKING FOR MILLWORK AND ITEMS ATTACHED OR MOUNTED TO WALLS OR CEILINGS. 30. UNDERCUT DOORS TO CLEAR TOP OF FLOOR FINISHES BY 1/4 INCH, UNLESS NOTED OTHERWISE. 31. CONCEALED INSULATING MATERIALS INSTALLED WITHIN WALL SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 75 AND A SMOKE DEVELOPED INDEX OF NOT MORE THAN 450. 32. INSULATING MATERIALS WHICH ARE SUBJECT TO DIRECT EXPOSURE TO POTENTIAL FIRE ON THE INSIDE OF THE BUILDING DUE TO INSTALLATION IN UNCONCEALED SPACES SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE DEVELOPED INDEX OF NOT MORE THAN 450. 33. MATERIALS EXPOSED WITHIN PLENUMS ARE REQUIRED TO BE NONCOMBUSTIBLE OR SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE DEVELOPED INDEX OF NOT MORE THAN 50 AS DETERMINED IN ACCORDANCE WITH ASTM E 84. FIRE DEPARTMENT NOTES 1. PROVIDE EXIT SIGN WITH 6" LETTERS OVER REQUIRED EXITS, WHERE SHOWN ON DRAWINGS, AND ADDITIONAL SIGNS AS REQUIRED BY BUILDING DEPARTMENT INSPECTOR OR FIRE DEPARTMENT FIELD INSPECTOR. CONNECT EXIT SIGNS TO EMERGENCY POWER CIRCUITS. COMPLY WITH BUILDING CODES. 2. MAINTAIN AISLES AT LEAST 44" WIDE AT PUBLIC AREAS. 3. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. SPECIAL LOCKING DEVICES SHALL BE OF AN APPROVED TYPE. ALL NEW DOORS SHALL HAVE APPROVED LEVER HANDLES. 4. DOOR OPENINGS INTO REQUIRED 1-HOUR, FIRE -RESISTIVE CORRIDORS SHALL BE PROTECTED WITH A SMOKE OR DRAFT STOP ASSEMBLY HAVING A 20 MINUTE RATING AND SHALL BE SELF -CLOSING. 5. 20-MINUTE DOOR JAMBS TO BE TIGHT -FITTING, SMOKE AND DRAFT CONTROLLED. 6. EXIT DOORS SHALL SWING IN THE DIRECTION OF TRAVEL WHEN SERVING 50 OR MORE PERSONS AND IN ANY HAZARDOUS AREAS. 7. INTERIOR WALL AND CEILING FINISHES FOR EXIT CORRIDORS SHALL NOT EXCEED AN END POINT FLAME SPREAD RATING: -CLASS A, FLAME SPREAD INDEX 0-25, SMOKE DEVELOPED INDEX 0-450, FOR MATERIALS INSTALLED IN VERTICAL EXITS. -CLASS B, FLAME SPREAD INDEX 26-75, SMOKE DEVELOPED INDEX 0-450, FOR MATERIALS INSTALLED IN HORIZONTAL EXITS. -CLASS C, FLAME SPREAD INDEX 76-200, SMOKE DEVELOPED INDEX 0-450, FOR MATERIALS INSTALLED IN ANY OTHER LOCATION. 8. PROVIDE FIRE DAMPERS WHERE AIR DUCTS PENETRATE FIRE -RATED WALLS OR CEILINGS. 9. WOOD BLOCKING, CLEATS, GROUNDS, SHEATHING AND OTHER MISCELLANEOUS CARPENTRY ITEMS SHALL BE FIRE -TREATED IN ACCORDANCE WITH APPLICABLE CODES. 10. HEARING IMPAIRED: FLASHING VISUAL WARNINGS SHALL HAVE A FREQUENCY OF NOT MORE THAN 60 FLASHES PER MINUTE, AND SHALL BE SYNCHRONIZED. 11. LOCATE THE HIGHEST POINT OF THE ACTIVATING HANDLE OF A MANUAL FIRE ALARM BOX A MINIMUM OF 42" AND A MAXIMUM OF 48" ABOVE FINISH FLOOR. 12. CONTRACTOR SHALL PERMANENTLY IDENTIFY ALL PROTECTED OPENINGS, CORRIDOR PARTITIONS, SMOKE STOP PARTITIONS, HORIZONTAL EXIT PARTITIONS, EXIT ENCLOSURES AND ALL FIRE RATED WALLS WITH CORRESPONDING HOURLY RATING BY EITHER INSTALLING SIGNS OR BY STENCILING IN CONCEALED SPACES THE FOLLOWING: "1 HOUR FIRE AND SMOKE BARRIER - PROTECT ALL OPENINGS," NOTE: IDENTIFICATION SHALL BE SPACED NO MORE THAN 15 FEET FROM EACH END WALL AND 30 FEET ON CENTER WITH A MINIMUM LETTER SIZE OF THREE INCHES IN HEIGHT ON A CONTRASTING BACKGROUND. 13. PROJECT DOES NOT INCLUDE STORAGE, DISPENSING OR USE OF ANY FLAMMABLE OR COMBUSTIBLE LIQUIDS, FLAMMABLE GAS OR HAZARDOUS SUBSTANCES. 14. FLOOR COVERINGS FOR CORRIDORS, LOBBIES, STAIRS AND OTHER EXIT PATHS OR EXIT AREAS ARE SPECIFIED TO BE CLASS B OR BETTER. 15. INTERIOR WALL, CEILING TRIM AND INCIDENTAL FINISH, (OTHER THAN WALL BASE, BULLETIN BOARDS, POSTERS AND PAPER IN ACCORDANCE WITH FIRE CODE) SHOULD NOT EXCEED 10 PERCENT OF THE AGGREGATE WALL AND CEILING AREAS OF ANY onnnn no onnAI I onAnC RRP RENOVATION 306 MAIN ST. EDMONDS, WA 98020 SERIAL NUM./MANH. ID: WA4-115 NRSP VERSION: 2.0 BULLETIN: 04-2019 Gensler 1200 Sixth Avenue Tel 206.654.2100 Suite 500 Fax 206.654.2121 Seattle, WA 98101 United States L Date Description 04/24/2020 ISSUE FOR PERMIT REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eri,c/ BUILDING OFFICIAL Dec 09 2020 Seal / Signature APPROVED DATE REVISION Nov 24 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 8961 023TERED LMVIS CHU STATE OF : HTlft3wn Project Name EDMONDS RRP Project Number 32.4596.002 Description GENERAL NOTES AND TYPICAL MOUNTING HEIGHTS Scale As indicated A00ol 0 © 2020 Gensler EXIT SIGNAGE IDENTIFICATION WITH RASIED LETTERS AND BRAILLE. BRAILLE TO MATCH BACKGROUND FINISH. CHARACTERS, BANK OF A M E R I C A DOOR SYMBOLS AND THEIR BACKGROUND SHALL HAVE A NON -GLARE X X X FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH „ Q 2 FINISH FLOOR Q Q THEIR BACKGROUND EITHER LIGHT ON A DARK BACKGROUND OR 6". 6 . CARPET 1 �2 SLOPE MAX 2 DARK ON A LIGHT BACKGROUND PER ANSI ICC A117.1-2009 703 N � FINISH FLOOR � a 1 1:2 SLOPE MAX CHARACTERS SHALL BE SELECTED FROM FONTS WHERE THE IIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I WIDTH OF THE UPPERCASE LETTER "0" IS 55 PERCENT MIN AND 110 RRP RENOVATION PERCENT MAX OF THE HEIGHT OF THE UPPERCASE LETTER "I". N (11 B-703.2.4). CHARACTER HEIGHT SHALL BE 5/8 INCH MIN AND 2 Q w EXIT . _ _ - - - - _ _ _ _ _ _ _ - 306 MAIN ST. ------- INCHES MAX. BASED ON THE HEIGHT OF THE UPPERCASE LETTER EXIT �w N X "I".(11B-703.2.5). STROKE THICKNESS OF THE UPPERCASE LETTER "I" - z 'v o Q z 'v < U_ EDMONDS, WA 98020 SHALL BE 30 PERCENT MAX OF THE HEIGHT OF THE CHARACTER. g _S' g `O - Q ANSI ICC A117.1-2009 703 •• � � co ACCESSIBLE THRESHOLD .1 co SERIAL NUM./MANH. ID: WA4-115 CHARACTERS ON SIGNS SHALL BE RAISED 1/32" MIN. AND SHALL BE SAN • • • •• • •• - - - - - - -°'- - - - - • ••- - - - - - - - - - - - - - - - - - - - - SERIF UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2. BRAILLE NRSP VERSION: 2.0 SCALE: 3 - 1 -0 Z - " SHALL BE CONTRACTED (GRADE 2) AND SHALL COMPLYING WITH ALL/ Q = Q BULLETIN: 04-2019 ANSI ICC A117.1-2009 703 00 v CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHEREVER BRAILLE AT LOBBY AREAS WITH DOOR AT EXITS LEADING TO EXTERIOR IS REQUIRED IN OTHER PORTIONS OF THESE STANDARDS. DOTS LEADING INTO RATED CORRIDOR TO OF BUILDING SHALL HAVE A DOMED OR ROUNDED SHAPE AND SHALL COMPLY WITH BUILDING EXIT 6„ ANY ANSI ICC A117.1-2009 703.4 CLEAR AMOUNT VISUAL CHARACTERS SHALL COMPLY WITH SECTION AF Gensl er WIDTH ANSI ICC A117.1-2009 703.2. 6 - 7—Lobby 4" MAX ��, EXIT --------------------------\ 1200 Sixth Avenue Tel206.654.2100 N r -F o WHERE A TACTILE SIGN IS PROVIDED AT A DOOR FOR ROOMS AND SPACES, ¢ I- Suite 500 Fax 206.654.2121 z w SIGNS SHALL BE LOCATED ALONGSIDE THE DOOR AT THE LATCH SIDE. EXIT STAIR N Q Seattle, WA 98101 =S =s ¢ =s m WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH ONE ACTIVE - - _ - -------"""" """"""""""---X "" � United States X>12" LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. WHERE A Q w r o z w TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH TWO ACTIVE LEAFS, THE N ROUTE Q DOWN M z z_ = SIGN SHALL BE LOCATED TO THE RIGHT OF THE RIGHT HAND DOOR. WHERE o 1'-0' '-0' - °O CD ro N THERE IS NO WALL SPACE ON THE LATCH SIDE, OR AT THE RIGHT SIDE OF •• o % 00 o o _ �---_ DOUBLE LEAF DOORS, SIGNS SHALL BE LOCATED ON THE NEAREST '• ...• • • co X>12" MAY � I I ADJACENT WALL. SIGNS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE M ••_________ _______ __ _ z ... .. .. N—------------- ----— ti OF 18"MIN x 18" MIN CENTERED ON THE TACTILE CHARACTER IS PROVIDED N N BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION z Q � c Q 77'AND 45 DEGREES OPEN POSITION. (ANSI ICC A117.1-2009 703.3). AT ROOM/AREA EXITS LEADING AT CORRIDOR SIDE OF EXIT STAIRS °O INTO RATED CORRIDORS TO VERTICAL CLEARANCE BENEATH STAIRS POST -MOUNTED OBJECTS M BUILDING EXITS ON ALL UPPER FLOORS ACCESSIBLE -PROTRUDING OBJECTS TACTILE EXIT SIGN (WA) SCALE: 1/4" = 1' 0" 14 SCALE: 6" = V-0" 01 F_ - 4'-0 I I 24" MIN. CLEAR G z AT EXTERIOR DOORS 18" MIN. CLEAR AT C° o INTERIOR DOORS w � z o � z , Q < Z_ TYPICAL DOOR LANDING: J' X Of = _ F Q O V o ------ 4'-0" 0 W X PLAN VIEW _ z NOTE: z z N X = 12" MIN. IF DOOR 4 -0 MIN --- ---- ---� z HAS BOTH A LATCH I oo AND A CLOSER. L C? CLEAR WIDTHS N N L-------L_� _ 2' 0" 4'-0"MIN 2'-0" SIDE LO CD ELEVATION MAX MAX n CLEAR WIDTHS X Z HINGE APPROACH, PULL SIDE: 2'-6" 36" MIN. 10" MAX. 1 ,• 5' - 0" MIN. 60" MIN ALCOVE - SIDE APPROACH PLAN VIEW 10" w � MAX. cD z - 2'-8" MIN. N r X I I 2 U o X Q LATCH APPROACH, PULL SIDE: 24" MIN' �� w o' w w � 0 � U � = z L — — — w z a I 36" MIN I 0 Date Description xQ X 04/24/2020 ISSUE FOR PERMIT _ ALCOVE - FRONT APPROACH a0 LO z r -- 2z o -2 CLEAR WIDTH FOR TWO N o' FRONT WHEEL CHAIRS TO PASS 22" MINA U_ ELEVATION PARALLEL THROUGH z �� 3-o MIN. CORRIDOR REVISED PLAN APPROVED HINGE APPROACH, PUSH SIDE: CITY OF EDMONDS BUILDING DIVISION E�i NOTE: M � �� Y = 48" MIN. IF DOOR HAS BOTH A LATCH 12" MIN 3' - 0" MIN. 12" MIN ` AND A CLOSER. ACCESSIBLE REACH RANGES SCALE: 1/2" = V-0" 061 �� I I I I BUILDING OFFICIAL I I Z - LINE OF REQUIRED CLEARANCE Dec 09 2020 I I L J APPROVED DATE v 24" MIN. `l u o ATM z / \ } w 36" MIN X>48 36" MIN LATCH APPROACH, PUSH SIDE: � Q a z i -7 � NOTE: Y = 48" MIN. IF i�I Q w < L 180' TURNS DOOR HAS A I- o CLOSER Qa ZL co L---------�`\ / L---------L 4' - 0" T-SHAPE 90' TURNS 5' - 0" MIN. ATM, DISPLAY FEATURES AND REACHABILITY - -- - MUST CONFORM TO CBC 2016 AND ADA z REQUIREMENTS. < ' ` \ z ' `> \ i o z < i ` > o < %\ > cfl --- i --- —,� 47" w Q - 0 Z w DOORS IN SERIES: p REVISION = LL 4' - 0" MIN. Q i � 27° LU w = L-----L L-----J L-----J L-----J Nov 24 2020 OL O Q DEVELO MEN SOERVICES \ DEPARTMENT �: m Of Q g I 36" MIN 36" MIN 42" MIN 42" MIN J M Q X<48" -X<48" 180' TURNS 180' TURNS Seal Signature ACCESSIBLE -DOOR CLEARANCES ATM APPROACH CLEARANCES ADA PLAN CLEARANCES 8961 OISTERED 11 " 0 7 0 3 ARCHITECT SCALE: 114" = 1'-0" SCALE: 1/2 - 1 -0 SCALE: 114 - 1 -0 v /��-� MVIS CHU STATE OF : HTlft3wn Project Name EDMONDS RRP Project Number 32.4596.002 Description ACCESSIBILITY INFORMATION Scale As indicated 75 0 0 A00ol 1 CD O CV co (V © 2020 Gensler CONT. 18 GA. o SLIPTRACK W/ (2) #10 w X 2" WOOD SCREWS LO U_ AT EACH EXISTING o SUB-PURLIN (V.I.F.) UNDERSIDE OF (E) WOOD STRUCTURE I #8 WAFERHEAD FRAMING SCREWS, (TYP.) 3 5/8" METAL STUD AT 16" O.C. (ICC-ESR-3064P) WHERE GYP. NOTE: BD. OCCURS 1. ALL METAL STUDS CONNECTIONS SHALL BE PER SSMA MANUFACTURER'S STANDARDS ICC- ESR-4943P. 2. PROVIDE #10 SHEET METAL SCREWS AT 12" O.C. AT ALL SUPPORTED EDGES AND INTERMEDIATE SUPPORTS FOR ALL 5/8" THK. GYP. BD. PANEL PERPENDICULAR TO WOOD STRUCTURE PARTITION HEAD DETAIL SCALE: 6" = V-0" FLAT STRAP & BACKING PLATE CONTINUOUS SEALANT SLIP -TYPE HEAD JOINT PARTITION SOUND ATTENUATION BLANKET (WHERE SCHEDULED) SCHEDULED CEILING, REFER TO REFLECTED CEILING PLAN 5/8" GYPSUM BOARD METAL STUD (ICC-ESR#3064P) REFER TO PLAN(S) D—T02 PARTITION HEAD DETAIL SCALE: 3" = V-0" EDGE TRIM, L-BEAD oL REFER TO ELEVATION(S) 5/8" GYPSUM BOARD D—T03 PARTITION HEAD DETAIL SCALE: 3" = V-0" VARIES REFER TO PLAN(S) in Dnn[: inieT OR (V.I.F.) PERPENDICULAR TO WOOD STRUCTURE 09 PARTITION HEAD DETAIL SCALE: 3" = V-0" 1 o A—T03 TOP OF PARTITION SCALE: 3" = V-0" METAL STUD (ICC-ESR#3064P) 5/8" GYPSUM BOARD EXISTING STRUCTURE CONTINUOUS SEALANT SLIP -TYPE HEAD JOINT SOUND ATTENUATION BLANKET (WHERE SCHEDULED) SCHEDULED CEILING, REFER TO REFLECTED CEILING PLAN 5/8" GYPSUM BOARD METAL STUD (ICC-ESR#3064P) EDGE TRIM, L-BEAD REFER TO ELEVATION(S) METAL RUNNER TRACK SOUND ATTENUATION BLANKET (WHERE SCHEDULED) 5/8" GYPSUM BOARD METAL STUD (ICC-ESR#3064P) A—T05 PARTITION HEAD DETAIL 11 SCALE: 3" = V-0" SOUND ATTENUATION BLANKET (WHERE SCHEDULED) PARTITION METAL STUD (ICC-ESR#3064P) METAL RUNNER TRACK FASTEN TO (E) FLOOR SLAB WITH HILTI "X-U" SHOT PINS @ 24"O.C. WITH 3/4" MIN. EMBED (ICC-ESR#2196) CONTINUOUS SEALANT 5/8" GYPSUM BOARD CONT. 18 GA. SLIPTRACK W/ (2) #10 X 2" WOOD SCREWS PER BLOCKING PARALLEL TO WOOD STRUCTURE (E) ROOF JOIST WHERE OCCURS (N) 2X BLOCKING @ 24" O.C. W/ A35 OR (3) 8d NAILS EA. END (E) ROOF SHEATHING (V.I.F.) REFER TO PARTITION TYPES 01 PARTITION TYPE A#G ONLY: 5/16" UL LISTED LEVEL 2 BALLISTIC FIBER GLASS PROVIDED AND INSTALLED BY CONTRACTOR (CUSTOMER -FACING SIDE OF PARTITION) x x x x x x x x x X X x x x x X X X X X x X X X X X x X X X X X PARTITION FRAMING DETAILS ATTEN FIRE TESTED STC THK (GA) DEPTH SPACING TOP BOT TYPE MARK THK RTG ASSEMBLY RTG A3A PER 3 5/8" 16" O.C. A-T03 A-B01 3" N/A N/A N/A STRUCT. A3C PER 3 5/8" 16" O.C. A-T05 A-B01 3" N/A N/A N/A STRUCT. A3G PER 3 5/8" 16" O.C. A-T05 A-B01 3" N/A N/A N/A STRUCT. A6C PER 6" 16" O.C. A-T05 A-B01 6" N/A N/A N/A STRUCT. A6G PER 6" 16" O.C. A-T05 A-B01 6" N/A N/A N/A STRUCT. A SERIES PARTITION TYPES 06 SCALE: 3" = V-0" X X X X X X X X X X X X X X X X x x x x x x x x x x x x x x x X 02 PARTITION TYPE MARK FRAMING DETAILS ATTEN THK FIRE RTG TESTED ASSEMBLY STC RTG THK (GA) DEPTH SPACING TOP BOT D3A 20 3 5/8" 16" O.C. D-T02 D-B01 NONE N/A N/A N/A D3C 20 3 5/8" 16" O.C. D-T03 D-B01 NONE N/A N/A N/A 07 D SERIES PARTITION TYPES SCALE: 3" = V-0" 03 SOUND ATTENUATION BLANKET (WHERE SCHEDULED) PARTITION TYPE A3G ONLY: 5/16" UL LISTED LEVEL 2 BALLISTIC FIBER GLASS PROVIDED AND INSTALLED BY CONTRACTOR (CUSTOMER -FACING SIDE OF PARTITION) METAL STUD (ICC-ESR#3064P) METAL RUNNER TRACK FASTEN TO (E) FLOOR SLAB WITH HILTI "X-U" SHOT PINS @ 24"O.C. WITH 3/4" MIN. EMBED (ICC-ESR#2196) CONTINUOUS SEALANT PARTITION LEGEND PARTITION TAG PARTITION TYPE DESIGNATOR (SEE PARTITION SERIES TYPE SCHEDULES) FRAMING MEMBER SIZE (SEE TABLE B BELOW) PARTITION SERIES (SEE TABLE A - BELOW) FIRE RATING (IF APPLICABLE) QUICK REFERENCE PARTITION TYPE DESIGNATOR X XXA GYP BD UP SLAB TO SLAB (FULL HEIGHT) X XXB GYP BD UP 6" PAST CEILING X XXC,G GYP BD UP PARTIAL HEIGHT (PER PLAN) X XXD GYP BD UP 12" PAST CEILING X XXE GYP BD UP TO CEILING HEIGHT TABLE A- PARTITION SERIES CONSTRUCTION ASSEMBLY SERIES SHEATHING FRAMING MEMBERS SHEATHING A 1-LAYER METAL C-STUD 1-LAYER B 2-LAYERS METAL C-STUD 2-LAYERS C 1-LAYER METAL C-STUD 2-LAYERS D 1-LAYER METAL C-STUD NONE E 2-LAYERS METAL C-STUD NONE F 1 - LAYER MTL HAT CHANNEL NONE G 1-LAYER NONE NONE H 1 - LAYER METAL C-H STUD NONE i 2-LAYERS METAL C-H STUD LINER PANEL K 1-LAYER (2) METAL C STUDS 1-LAYER L 2-LAYERS (2) METAL C STUDS 2-LAYERS M NONE CMU NONE N 1-LAYER METAL C-STUD 2 -LAYERS TABLE B- FRAMING DEPTH SCHEDULE TAG NUMBER MTL STUD MTL C-H STUD WOOD STUD DESIGNATION DEPTH DEPTH DEPTH - NO FRAMING 0 7/8" FURRING CHANNEL N/A 1 1 5/8" N/A N/A 2 2 1/2" 2 1/2" N/A 3 3 5/8" N/A N/A 4 4" 4" 3 1/2" 6 6" 6" 5 1/2 8 8" N/A 71/4" 10 10" N/A 9 1 /4" GENERAL NOTES 01. ALL PARTITION SHEATHING TO BE 5/8" GYPSUM BOARD UNLESS OTHERWISE NOTED. 02. ALL PARTITIONS SHALL BE COORDINATED WITH SCHEDULED FINISHES FOR PARTITION LAYOUT AND REQUIRED CLEARANCES. 03. PROVIDE BLOCKING IN WALLS FOR ARTWORK HANGING AS INDICATED. COORDINATE WITH ART CONSULTANT FOR INTERIOR ELEVATIONS AND LOCATIONS. 04. FOR INTERIOR FRAMING LIMITING HEIGHTS REFER TO ASTM C-754, TABLE(S) 3 AND 4. 05. CONTRACTOR TO RE -CONFIRM STUD SIZING AND SUBMIT SELECTION CRITERIA FOR REVIEW INCLUDING DELINIATION OF SLAB TO UNDERSIDE OF SLAB INFORMATION. SPACING TO COMPLY WITH EXISTING CONDITIONS AND SSMA STANDARDS. 06. PROVIDE 1/2" CEMENTITIOUS BACKER BOARD IN LIEU OF PARTITION GWB BEHIND TILE LOCATIONS. 07. GWB SEAMS SHOULD BE STAGGERED BETWEEN DOUBLE LAYERS OF DRYWALL. 08. INSTALL JUNCTION BOXES THAT SERVE OPPOSITE SIDES OF A WALL IN SEPARATE STUD CAVITIES. 09. INSTALL INSULATION PAD BEHIND JUNCTION BOXES FOR STC-50 - INSULATION IS TO BE CONTINOUS AND MIGHT BE COMPRESSED. 10. PROVIDE TYPE'X' GYPSUM BOARD AND FIRE RATED SEALANT AT ALL FIRE RATED PARTITIONS. SEE SHEET A02.01 FOR LOCATION OF RATED FIRE PARTITIONS. STUD WALLS BRACING I I I I I I I I I I I I I I I I I I I I UNDERSIDE SLAB OR ROOF I I I I I PROVIDE METAL STUDS I I KICKERS AS REQUIRED. SEE STRUCTURAL DWGS. AND STUD BRACE HANGER I I DETAIL. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I FLOOR I I I I I I I I I I I I I BANK OF AMERICA RRP RENOVATION 306 MAIN ST. EDMONDS, WA 98020 SERIAL NUM./MANH. ID: WA4-115 NRSP VERSION: 2.0 BULLETIN: 03-2020 Gensle 1200 Sixth Avenue Suite 500 Seattle, WA 98101 United States r Tel 206.654.2100 Fax 206.654.2121 Date Description 04/24/2020 ISSUE FOR PERMIT 1 11/20/2020 CLIENT REVISIONS REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION ffr ,cam BUILDING OFFICIAL Dec 09 2020 APPROVED DATE REVISION Nov 24 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Seal I Signature 8961 1E4VI8 CHU STATE OF MSffMG= Project Name EDMONDS RRP Project Number 32.4596.002 Description WALL PARTITION TYPES Scale As indicated 77 0 1r 3 1� D-1301 PARTITION BASE DETAIL SCALE: 3" = V-0" A—B01 BOTTOM OF PARTITION @ SLAB 12 SCALE: 3" = V-0" A0010 © 2020 Gensler FINISH SCHEDULE ITEM , PRODUCT (SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION) FINISH SCHEDULE CONTINUED ITEM PRODUCT (SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION) BANK OF AM ERICA4!4I W M N CD v CD CV O N co N CARPET (BAC PROPRIETARY) CONTACT INFO: TANDUS GROUP, APRIL WOOTEN - STRATEGIC ACCOUNT FACILITATOR, PHONE: 800.241.4902 EXT. 2622 - NATIONWIDE CPT-1 VISUAL TENSION BY TANDUS GROUP, BAC 6' ROLL IRS WITH POWERBOND BACKING CPT-1 ALT TANDUS GROUP, BAC 6' ROLL IRS WITH POWERBOND BACKING, POWERBOND MED FLOOR, SIZE: 6' WIDE, STYLE: VISUAL TENSION 77ME CPT-4 TANDUS GROUP, BAC 6' ROLL IRS, STYLE #: BACKTAG 11015, COLOR: 8892 CPT4 ALT TANDUS GROUP, BAC 6' ROLL IRS WITH POWERBOND BACKING, STYLE #: BACTAG 11015; COLOR: 88926 CPT-5 POWER2CARPET POWERBOND CUSHION IRS - BY TARKETT/ TANDUS (6-0" ROLLED); CATALOG NUMBER - 1022930-008 CPT-5 ALT POWER2CARPET POWERBOND MEDFLOOR - BY TARKETT/ TANDUS (6'-0" ROLLED MEDFLOOR); CATALOG NUMBER - 1022930-008 CPT-5 ALT-AC POWER2CARPET POWERBOND MEDFLOOR- BYTARKETT/TANDUS (6'-0" ROLLED MEDFLOOR) WITH CHEMICALLY BONDED SEAMS; CATALOG NUMBER- 1022930-008 CPT-8 TARKETT - ASSERTIVE ACTION #04837; COLOR: CHROMIUM #26201 JIM CERAMIC TILE (BAC PROPRIETARY) CONTACT INFO: EMAIL: NATIONAL_ACCOUNT@DALTILE.COM, TOLL FREE NUMBER- 877.556.5728, FAX: 214.309.4228 "X12" :PLAZA NOVA /8" THICK WHITE IMAGE - SK #PN9412121 ROUT(G-4): STARQUARTZ QUARTZLOCK2 210 CREAM- SKU#9999630764 TILE: 6"x36" CROSSVILLE: NEST 7/16" THICK TILE, BLISSFUL OAK AV353 / GROUT (G-8): MAPEI, SAHARA BEIGE 11 tCT-5FIELD ADDLE B K 5/1 ALNUT C - U#: 6 S1PR/ G UT -6): MAPEI CHOCOLATE - 07 3/16" MAX THICK. FLOOR TILE: DALTILE, 12" X 24", STYLE #: SKU: VL7712241 P6, COLOR: AURAL SAND VL77, GROUT: MAPEI #39 IVORY CT-9 WALL TILE: 6" X 3" DALTILE: RITTENHOUSE SQUARES 5/16" THICK TILE, MATTE ALMOND (X735)/ GROUT (G-4): STARQUARTZ QUARTZLOCK2 210 CREAM- SKU#9999630764 CT-9A COVE BASE: 6" X 3" DALTILE: RITTENHOUSE SQUARES 5/16" THICK COVE BASE, NUMERA A-3361, MATTE ALMOND/ GROUT (G-4): STARQUARTZ QUARTZLOCK2 210 CREAM- SKU#9999630764 CT-9B BULLNOSE" 6" X 3" DALTILE: RITTENHOUSE SQUARES 5/16" THICK WALL BULLNOSE, NUMBER S-4369, MATTE ALMOND (X735)/ GROUT (G-4): STARQUARTZ QUARTZLOCK2 210 CREAM- SKU#9999630764 CT-10 TILE SIZE: 12" X 24" DALTILE; INDUSTRIAL PARK COLORBODY MATURAL BEIGE IP06 / GROUT (G-7): MAPEI 35 NAVAJO BROWN CT-11 FIELD TILE: 12"x24" CROSSVILLE: GOTHAM 3/8" THICK TILE, CLOCK TOWER A323 CT-12 DALTILE COLOR WHEEL COLLECTION - CLASSIC; COLOR: DESERT GREY #X714; FINISH: MATTE; 3"H X 6"W / GROUT (G-9): MAPEI PEWTER 02 VINYL COMPOSITION TILE (BAC PERSCRIPTIVE)/ "BASIS OF DESIGN" CONTACT INFO: ETEVA BALDWIN, CUSTOMER SERVICE REP, PHONE: 800-241-2262 EXT. 6581 FAX: 706-625-6210, EMAIL: ETEV V ARMSTRONG WORLD INDUSTRIES, IN ' X 12" STANDARD EXCELONG IMPERIAL TEXTURE, TANNIN #59243 V7CT-2 ITARKETT VINYL COMPOSITION TILE; EXPRESSIONS; COLOR: CHARCOAL #1674 ; 12" X 12" X 1/8" LUXURY VINYL TILE (BAC PERSCRIPTIVE)/ "BASIS OF DESIGN" IN(@MANNINGTON.COM LVT-1 TARKETT/ TANDUS CENTIVA; ADAPTT; COLOR: WOODLOT BASTOGNE WALNUT 2327 # LVT-2 TARKETT/ TANDUS CENTIVA; ADAPTT; COLOR: HOLLY OAK 2323 WALL BASE (BAC PRESCRIPTIVE)/ "BASIS OF DESIGN" B-2 B-3 B-4A B-4B B-4C B-4D B-11 B-12 JOHNSONITE WALL BASE, RUBBER, 4" X 1/8", COLOR: ROPPE-BEIGEWOOD #639 - USE STRAIGHT BASE AT CARPETED AREAS, COVE BASE AT HARD SURFACE FLOORING. DALTILE "MATTE" 0799 PEARL WHITE, 6" HIGH X 6" WIDE BASE TILE, SKU#0799S3619T1P1; 6" HIGH X 6" WIDE CORNER BASE, SKU#SCR (RIGHT) #SCL (LEFT) JOHNSONITE FLEXIBLE WALL BASE, RUBBER, 4 1/2" X 3/8", MANDALAY SERIES MW-XX-H; #68 WHITE SAND JOHNSONITE FLEXIBLE WALL BASE, RUBBER, 4 1/2" X 3/8", MANDALAY SERIES MW-XX-H; #66 EITHER ORE JOHNSONITE FLEXIBLE WALL BASE, RUBBER, 4 1/2" X 3/8", MANDALAY SERIES MW-XX-H; #69 STERLING SILVER JOHNSONITE FLEXIBLE WALL BASE, RUBBER, 4 1/2" X 3/8", MANDALAY SERIES MW-XX-H; #11 CANVAS TARKETT/ JOHNSONITE MANDALAY SERIES MW-XX-H WALL BASE, RUBBER, 4 1/2" x 3/8", #82 BLACK PEARL TARKETT/ JOHNSONITE BASEWORKS THERMOSET RUBBER WALL BASE, RUBBER, 4" x 1/8", #TA6 BEDROCK PAINT (BAC PRESCRIPTIVE)/ "BASIS OF DESIGN" P-1 BENJAMIN MOORE; ECO SPEC WB INTERIOR LATEX EGGSHELL ENAMEL NO. OC-122; COLOR: COTTON BALLS - NOT USED IN NEW PROJECTS P-2 INTERIOR LATEX SEMI -GLOSS ENAMEL; COLOR: TO MATCH ADJACENT SURFACE - NOT USED IN NEW PROJECTS P-3 BENJAMIN MOORE; ECO SPEC WB INTERIOR LATEX FLAT FINISH NO. 373; NO. OC-18; COLOR: DOVE WING P-4 BENJAMIN MOORE; ECO SPEC WB INTERIOR LATEX EGGSHELL FINISH HC-77; NO. OC-15; COLOR: BABY FAWN - PAINT IN ALL AREAS P-5 BENJAMIN MOORE; ECO SPEC WB INTERIOR LATEX SEMI -GLOSS ENAMEL NO. OC-15; COLOR: BABY FAWN P-7 BENJAMIN MOORE; ECO SPEC WB INTERIOR LATEX EGGSHELL FINISH; HC-77 ALEXANDRIA BEIGE P-8 BENJAMIN MOORE; SEMI -GLOSS PAINT HC-76-DAVENPORT TAN (2 FINISH COATS), WITH PRIMER ECO SPEC WB P-10 BENJAMIN MOORE; STUDIO FINISHES METALLIC GLAZE (620); COLOR: METEORITE (PT-190) P-14 BENJAMIN MOORE; LATEX FLOOR & PATIO (122) OVER COROTECH ACRYLIC METAL PRIMER (V110); COLOR: 2118-10 UNIVERSAL BLACK P-15 P-16 P-17 P-18 P-19 P-20 BENJAMIN MOORE; SUPER WHITE OC-152; EGGSHELL FINISH FOR WALLS, FLAT FINISH FOR CEILINGS, SEMI -GLOSS FINISH FOR DOORS AND FRAMES BENJAMIN MOORE; SILVER CHAIN 1472; MATTE FINISH BENJAMIN MOORE; CHARCOAL SLATE HC-178; EGGSHELL FINISH FOR WALLS, SEMI -GLOSS FINISH FOR DOORS AND FRAMES BENJAMIN MOORE; BLACK HORIZON 2132-30; MATTE FINISH BENJAMIN MOORE; MYSTERIOUS AF-565; MATTE FINISH BENJAMIN MOORE; HALE NAVY HC-154; EGGSHELL FINISH FOR WALLS WALLCOVERING (BAC PERFORMANCE) CONTACT INFO. (WC-1, WC-2): B&N INDUSTRIES, INC. - LENA LIM, 212-912-3875, Ilim@bnind.com CONTACT INFO. (WC-4): BARRY SKOLNIK - DESIGNTEX, 212.886.8212, bskolnik@dtex.com CONTACT INFO. (WC-7, WC-11): LIBBY JERNIGAN - KNOLL-SPINNEYBECKI FILZFELT, 704.574.0104, Ijernigan@spinneybeck.com B&N INDUSTRIES, INC. CUBE WALL PANEL 48" X 96" X 0.75 (+.025" CLEAT);1088202-966; B&N TO PROVIDE WALL CLEAT AND PANEL CLEAT SCREWS, GC TO PROVIDE 1.OX1.0 SATIN ANOD. ALUM. CLEAT AT EXPOSED EDGES. 1ST CHOICE: DACKOR-SOLID, ANTIQUE FINISH. 2ND CHOICE: DACKOR-SOLID DESIGNER, ALMOND. 3RD CHOICE: PAINT READY LAMINATE, PAINT P-4 ON SITE. WC-2 STANDARD FRP; COLOR: WHITE (CLASS 1/A FIRE RATING), GELCOATED, MOLDED PEBBLE TEXTURE WC-4 DESIGNTEX TURIN, COLOR: TUR 017 GRIFFON (CLASS 1/A FIRE RATING) WC-7 FILZFELT AKUSTIKA PANELS, COLOR: TAUPE 408, MATERIAL: 100% MERINO WOOL, 1/4" PLYWOOD MOUNTING PANEL, SIZE: CUSTOM (SMALL AND MEDIUM) DIAMOND SHAPED WC-11 FILZFELT; COLOR: WEIB 150, 6" X 24" TILE (CLASS 1/A FIRE RATING); EDGE TRIM PIECE SHOULD BE PROVIDED; RECOMMENDED ADHESIVE: DYNAMITE 111 HEAVY DUTY NON -STRIPPABLE CLAY WALLCOVERING ADHESIVE. WC-11 BL FILZFELT; COLOR: H'BLAU 286, 6" X 24" TILE (CLASS 1/A FIRE RATING); EDGE TRIM PIECE SHOULD BE PROVIDED; RECOMMENDED ADHESIVE: DYNAMITE 111 HEAVY DUTY NON -STRIPPABLE CLAY WALLCOVERING ADHESIVE. WC-12 CARNEGIE STRIE 52" WIDE, COLOR 6423 #W803, FURNISHED AND INSTALLED BY G.C. FIRE RATING: ASTM E 84 CLASS A/CLASS 1 WC-13a CARNEGIE XOREL ARTFORM; STRIE #6423-819; WAVELINE SMALL 12" X 12" WITH QUIET CORE SUBSTRATE WC-13b CARNEGIE XOREL ARTFORM; STRIE #6423-821; WAVELINE SMALL 12" X 12" WITH QUIET CORE SUBSTRATE WC-14 DESIGNTEX; WANNABE + LASER CUT WANNABE (USE PEEKABOO TOO) WC-15 XOREL WALL COVERING CARNEGIE METEOR; COLOR: 6427W (728); PREP WITH QUALITY WALL COVERING PRIMER, TINTED TO MATCH BENJAMIN MOORE CHILI PEPPER 2004-20 WC-16 DESIGNTEX; CHORD 6687; COLOR: SHADOW #804 WC-17 XOREL WALL COVERING CARNEGIE METEOR; COLOR: 6427W (752) WC-18 TURF; COLOR: CHARCOAL 06 FELT WC-20 GPI SUPPLIED, WHITE WC-21 GPI SUPPLIED, SILVER CHAIN GRAY Ah WC-22 GPI SUPPLIED, HALE NAVY WC-23 GPI SUPPLIED, CUSTOM WALNUT PATTERN WC-24 GPI SUPPLIED, CLEAR FILM APPLIED TO P-18 WC-25 GPI SUPPLIED, RED VINYL BAND/ARROWS LAMINATES (BAC PROPRIETARY) CONTACT INFO: AMY MORGENWECK, CELL: 917.951.6524, FOR SAMPLE CALL- 800.433.3222- WWW.WILSONART.COM - WILSONART CALBINET LINER TYPE 101 - WHITE-#1570-60; CONTACT INFO: RICHELLE SIGAFOOS 215.219.1133; SIGAFOR@WILSONART.COM PL-1 WILSONART LAMINATE, COLOR: DESIGNER WHITE (#D354-01), FINISH: GLOSS PL-2 WILSONART LAMINATE, COLOR: DESIGNER WHITE (#D354-07), FINISH: TEXTURED GLOSS PL-5 WILSONART, GRAPHITE NEBULA TEXTURED GLOSS (4623-7) PL-6 WILSONART LAMINATE, COLOR: BLACK (#1595), FINISH: #60 MATTE WILSONART LAMINATE, DESIGNER WHITE MATTE (#D354-60) WILSONART LAMINATE, REGIMENTAL RED HIGH -GLOSS (#D12-01) WILSONART LAMINATE, PINNACLE WALNUT (#7992-38), FINISH: FINE VELVET PIONITE LAMINATE, COLOR: TAUPE (#ST606-G), FINISH: GLOSS WILSONART LAMINATE, COLOR: WALLABY (#D439-6), FINISH: MATTE PL-7 PL-9 PL-10 PL-11 PL-12 PL-13 WILSONART LAMINATE, COLOR: WALLABY HW (#D439-60HW), FINISH: #60 MATTE PL-14 WILSONART LAMINATE, COLOR: MORELIA MANGO (#7985-07), FINISH: TEXTURED GLOSS PL-15 WILSONART LAMINATE, COLOR: CALCUTTA MARBLE (#4925K-07), FINISH: TEXTURED GLOSS PL-16 WILSONART LAMINATE, COLOR: SATIN BRUSHED, SMOKE ALUMINUM (#6281), FINISH: SATIN BRUSHED ALUMINUM PL-17 FORMICA LAMINATE, FORMICA INFINITI LAMINATES; COLOR: WALNUT RIFTWOOD 9283 PL-18 WILSONART HIGH PRESSURE LAMINATE, PRESSED LINEN (#4991-38) PL-19 FORMICA LAMINATE, FORMICA INFINITI LAMINATES; COLOR: BLACK 909 SOLID SURFACE (BAC PRESCRIPTIVE)/ "BASIS OF DESIGN" SS-1 CORIAN, COLOR: NIGHT SKY (ONLY USED AT SECURE SITE TELLERLINE MILLWORK & RESTROOM COUNTERTOP, BACKSPLASH) SS-2 WILSONART, SKYE CLIFF Q3001, POLISHED FINISH (ONLY USED AT VAULT LOBBY AND COUPON BOOTH MILLWORK IN FLAGSHIP PROJECTS) SS-3 CORIAN, COLOR: SERENE SAGE (USED WITH FLAGSHIP IDX TELLER LINE WHENN BANDIT BARRIER IS INSTALLED) (USED FOR RESTROOM SINK COUNTER, BACKSPLASH, SIDESPLASH AND APRON) SS4 WILSONART; GIBRALTOR DESIGNER WHITE D354-SL SS-5 WILSONART; QUARTZ; LAZIO Q1018 SS-6 DUPONT CORIAN; SOLID SURFACE; CARBON CONCRETE ACOUSTICAL CEILING TILE (BAC PRESCRIPTIVE)/ "BASIS OF DESIGN" ACT-1a ]Report 24" X 48" WHITE ASTM E 1264, TYPE III, FORM 2, PATTERN CE; CEILING GRID: WIDE -FACE, CAPPED, DOUBLE -WEB, STEEL SUSPENSION SYSTEM, USG INTERIORS, INC. "DX/ DXL", WHITE, ASTM A 653/ A 653M (ICC-ES Evaluation ESR-1308) ACT- 1b 24" X 24" WHITE ASTM E 1264, TYPE III, FORM 2, PATTERN CE; CEILING GRID: WIDE -FACE, CAPPED, DOUBLE -WEB, STEEL SUSPENSION SYSTEM, USG INTERIORS, INC. "DX/ DXL", WHITE, ASTM A 653/ A 653M (ICC-ES Evaluation Report ESR-1308) EXTERIOR CEILING PANELS - 24" X 24" ACT-2 ACT-4 ARMSTRONG CALLA; #2824, 24" X 24" X 1", WHITE; SQUARE TEGULAR 9/16"; CEILING GRID: SUPRAFINE NIL 9/16" EXPOSED TEE. SEE SPECIFICATIONS FOR SHADOW MOLDING (ICC-ES Evaluation Report ESR-1308) ACT-5 ARMSTRONG ULTIMA; #1914, 24" X 48" X 3/4", WHITE (ICC-ES Evaluation Report ESR-1308) GLAZING FILM (BAC PROPRIETARY) GPI GLAZING/FILM APPLICATION. COLOR DUSTED CRYSTAL 314, 3M 7725SE, I - COORDINATE WITH SIGNAGE VENDOR FLM-1 3M, FROSTED CRYSTAL, #7725-324 - COORDINATE WITH SIGNAGE VENDOR FLM-2 3M, SCOTCHAL DUSTED CRYSTAL - #7725 SE - COORDINATE WITH SIGNAGE VENDOR FL - - - VVNI It - UUUKUINAI t VVI I rINUNAut VENUUK FLM-4 3M, BLACKOUT - #3635-22B - FACE SIDE: BLACK; ADHESIVE SIDE: WHITE - COORDINATE WITH SIGNAGE VENDOR FLM-5 SUNTEK WINDOW FILMS SYMPHONY #DS15 - GREY - COORDINATE WITH SIGNAGE VENDOR FLM-6 3M TRANSLUCENT OVERLAY FILM, MODEL #:1172; PRODUCT ELECTROCUT FILM; COLOR: RED; FINISH: TRANSPARENT; INSTALLATION: DRY APPLICATION METHOD ON SECOND SURFACE - COORDINATE WITH SIGNAGE VENDOR FLM-7 V-KOOL SOLITAIRE SERIES #V-KOOL 70 - COORDINATE WITH SIGNAGE VENDOR FLM-8 V-KOOL SOLITAIRE SERIES #V-KOOL 40 - COORDINATE WITH SIGNAGE VENDOR FLM-9 LLUMAR SAFETY / SECURITY SERIES #SCL SR PS8 - COORDINATE WITH SIGNAGE VENDOR _ FLM-10 3M, CRYSTAL FADE #3651G, MATTE, TRANSLUCENT - COORDINATE WITH SIGNAGE VENDOR FLM-12 13M SCOTCHCAL HIGH TACK VINYL GRAPHIC FILM, #IJ39, RED MATTE OPAQUE HL-GF GPI, GLAZING/FILM APPLICATION. 445/447 SOLAR GUARD 3.2MIL, INSTALLED BY GPI, COORDINATE WITH SIGNAGE VENDOR E BOSS MERRILL EDGE MERCHANDISING, GPI GLAXING/FILM APPLICATION, SOLAR GUARD 3.2 MIL, COLOR 285 BLUE (STRIPES), 2925 BLUE (BACKGROUND), INSTALLED BY GPI - COORDINATE WITH SIGNAGE VENDOR ME-GF GPI, GLAZING/FILM APPLICATION. 996/998 SOLAR GUARD 3.2MIL, INSTALLED BY GPI, COORDINATE WITH SIGNAGE VENDOR SB-GF GPI, GLAZING/FILM APPLICATION. 445/447 SOLAR GUARD 3.2MIL, INSTALLED BY GPI, COORDINATE WITH SIGNAGE VENDOR WALK -OFF MAT (BAC PROPRIETARY) WMA REESE PERFEC MAT/RUBBER HINGE/ TREAD RAILS: ANODIZED ALUMINUM, CLEAR/ POLYPROPYLENE BRUSH, GRAY/SQUARE VINYL EDGE, BLACK IWM-3 ITANDUS GROUP ER3 DRY BACKED TILE ABRASIVE ACTION 24"X24", COLOR:CHARCOAL #19100, STYLE # 02578 WOOD FLOORING (BAC PRESCRIPTIVE / BASIS OF DESIGN) PLYBOO; PREFINISHED EDGE GRAIN BAMBOO FIjd TRANSITION TS-1 CARPET/CERAMIC TILE TRANSITION PROVIDED BY TANDUS OR GC. MANUFACTURER: GENOTEK; MODEL: #233, FLEX; FINISH #63 SATIN SILVER TS-2 CARPET/VCT TRANSITION. APPROVDED MANUFACTUERS: (1) JOHNSONITE FLOORING (2) ARMSTRONG WORLD INDUSTRIES, INC (3) BURKE MERCER FLOORING PRODUCTS (4) FLEXCO (5) ROPPE CORPORATION, USA; RESILIENT TRANSITIONAL FLOOR MOULDING FOR 3/8" TO 1/8", ADAPTOR TANSITION MOLDING S-2 ALT CARPET/VCT TRANSITION. JOHNSONITE FLOORING; M EL: CTA-XX-H, RESILIENT TRANSITIONAL FLOOR MOULDIN O 1/8"; COLOR NAME: FUDGE TS-3 WALK OFF MAT TO CERAMIC TILE TRANSITION. SCHLUTER SYSTEMS PROVIDED BY DALTILE; MODEL: SKU#9999533549; PRODUCT NAME: SCHIENE; CATALOG NUMBER: E125; SIZE: 1/2" THICK; FINISH: STAINLESS STEEL TS-4 CERAMIC TILE TO VCT TRANSITION. SCHLUTER SYSTEMS PROVIDED BY DALTILE; MODEL: SKU#9999535506; PRODUCT NAME: RENO U; STYLE NUMBER: AEU125; FINISH: SATIN ANODIZED ALUMINUM TILE TRANSITION. SCHLUTER SYSTEMS PROVIDED BY DALTILE; MODEL: SKU#9999532980; PRODUCT NAME: SCHIENE; CATALOG NUMBER: AE45; SIZE: 1/2" THICK; FINISH: SATIN ANODIZED ALUMINUM W�:::WALL LVT TO VCT TRANSITION. MANUFACTURER: TARKETT/TANDUS CENTIVA; MODEL: SLIM LINE TRANSITIONS; CATALOG NUMBER: SLT-XX-C; SIZE: 5/8" CAP; TYPE: 0.08" TO 1/4" MATERIAL TRANSITION; COLOR NAME: BLACK PEARL; COLOR NUMBER: 82 TS-7 LVT TO CARPET TRANSITION. MANUFACTURER: TARKETT/TANDUS CENTIVA; MODEL: METALEDGE TROIS; PRODUCT NAME: #ME003; SIZE: 114" CAP WITH 1/8" WIDE SUPPORT; COLOR NAME: BLACK PEARL; COLOR NUMBER: #00082; MATERIAL: PVC EQUIPMENT SCHEDULE NUMBER DESCRIPTION MANUF/MODEL NO. DIMENSION NOTES 1. EQUIPMENT BY BANK SECURITY VENDOR: HAMILTON, DIEBOLD, & NCR 36 CARD, CHECK AND NOTE FILE CABINET KORDEN FFSC13 AGREEMENT CONTRACT FILE CABINET FIRE KING 3 DRAWER 44 WITH FLIP TOP 1.6"D X 36.25"H X 25.25" W PROVIDED BY HAMILTON, COLOR: BLACK 44 1/2" W X 22 1/8" D X 58 1/2" H VERIFY DIMENSIONS WITH MANUFACTURER 37 10 IN. STAND UP STORAGE PEDESTRAL NIGHT DEPOSITORY- WALK U NIGHT DEPOSITORY- DRIVE UP ADA SIT DOWN PEDESTAL DIEBOLD - #19-086722-000A DIEBOLD DIEBOLD E DIEBOLD SD-3-L2L (LEFT) 10.53" W x 19.2" D x 38.25" H 18.85" W x 20" D x 28.58" H ARIBA 41-018854-000C 11 #19-086720-000A 39 39 ADA SIT DOWN PEDESTAL DIEBOLD SD-3-R2L (RIGHT) 40 10 IN. ADA STORAGE PEDESTAL DIEBOLD 10.53" W x 19.2" H x 19.1" D #19-086719-000A 41a FLEX CASH STORAGE SAFE HAMILTON 19-130 72"H x 40"W x 28"D COLOR: CHARCOAL GRAY -74 41 b CASH TRAY SAFE HAMILTON 19-128 72"H x 40"W x 28"D COLOR: CHARCOAL GRAY 41c BULK CASH STORAGE SAFE HAMILTON 19-129 72"H x 40"W x 28"D COLOR: CHARCOAL GRAY 41d HALF HEIGHT STORAGE SAFE HAMILTON 19-121 38"H x 40"W x 28"D COLOR: CHARCOAL GRAY 41f EXPRESS SAFE HAMILTON 14-031 27"H X 22"W X 24"D Aw 43 STAND UP PEDESTAL DIEBOLD SU-4-L2L (LEFT) 18.85" W x 18.8" D x 38.33" H #19-086723-111A 43 STAND UP PEDESTAL DIEBOLD SU-4-R2L (RIGHT) ATM -WALK UP MODEL TO BE DETERMINED BY BANK 57 JOEL IATM-DRIVE UP ISLAND MODEL TO BE DETERMINED BY BANK 2. EQUIPMENT BY SECURITY VENDOR 58 SECURITY MONITOR PANASONIC PLCD 15", 17", 19" SCREEN 15" AT CALLING CUBES; 17"/19" AT WORK ROOM 59 SECURITY CAMERA (INTERIOR DOME) HANWHA WISENET XNV608OR 6.3" DIA x 4.37" H 60 SECURITY CAMERA - MULLION 61 HOLD UP BUTTON COSTAR VIDEO SYSTEMS, CCC360 IEW DOOR JAMB CAM DMP 1142-BC 3.3"L X 1.6"W X 1.2"H FINISH: S WIRELESS SSBUTTON TRANSMITTER; COLOR: WHITE 62 ROBBERY LIGHT DMP 572 2.75"W X 4.5"H - 63 SECURITY CAMERA (INTERIOR BOX) 79AMSUNG WISENET III SNB-6004 2.88"W x 2.62' 82 POINT OF CONNECTION - - - 83 VAULT SOUND DETECTOR DMP PSD-100 - - Q F 86 DOOR CONTACT WIRELESS DMP 1101 4.65"L X 3.1"W X 1.4"H COLOR: WHITE 94 SECURITY PANEL (KEYPAD) DMP 7872-WBOA 5.8"W X 4.13"H X .6"D COLOR: WHITE 97 SECURITY CAMERA (EXTERIOR DOME) SAMSUNG WISENET III SNV-6084R 6.3" DIA x 4.67" H 98 VAULT SECURITY MICROPHONE POTTER VSM 5.12"DIA X 3.43"D - 99 MOTION DETECTOR DMP 1127W 2.7"W x 4.33H x 1.77"D COLOR: WHITE 100 CARD READER PARABIT ACS-2-KIT-IP-SR-S - 101 CARD READER HID P5365 - 102 MOTION DETECTOR 360 DMP 1126R 4"DIA X 2"D COLOR: WHITE 103 KEY FOB TRANSMITTER DMP 1145-2 1.98"W X 1.98"H X .6"D COLOR: BLACK 105 BANDIT BARRIER TRANSACTION CAMERA PARABIT - SURFACE: 400-10056, EDGE: 400-10055 106 SECURITY MONITOR AT TELLER STATION WELDEX: WDL-1040M - - 3. EQUIPMENT BY OWNER (REFER TO NOTES FOR INSTALLATION BY CONTRACTOR) 05 CPU HOLDER (BY FURN VENDOR) CPU, KEYBOARD, MOUSE FLAT SCREEN MONITOR STEELCASE DETAILS X06927-835 BLACK - - - - - 10 ]PRINTER HP DC5750 - 11 - 15" 12 HP M506 - 14 COUNTER COPIER/FAX HP M527 - - 20 VALIDATION PRINTER EPSON TM U325 6.46"W X 9.46"D X 5.36"H - 21 22 23 MkjORDLESS 24 MICR READER PRINTER PHONd PHONE MAGTEK HP M506 TROY MICR CHECK PRINTER SCO CP.7920 CISCO CP.7960 VERIFONE MX 925 4"W X 6"D X 3.5"H .0" X 2.1" X 1.0" 8.2" x 10.5" X 6.0" ACK TELLER LIN - 25 CUSTOMER -ACTIVATED PAYMENT TERMINAL: QUICK SERVICE TERMINAL 2.2" X 8.6" X 9.1" - 26 CURRENCY COUNTER 11 CUMMINS-ALISON CORP JETSCAN CURRENCY S/ #8108 TWO POCKET 17"D X 15"H X 10.5"W/ 11 "W X 5"D X 4"H 3737rHX40 1 /8"W X 1 POCKET (STANDARD FOR NEW FC)- 2 POCKET (OPTIONAL) OLOR: 30 COUNTER CHECK SEPARATOR MMF 266066404 - 8"W X 6"H X 3 5/8"D COLOR: BLACK 31 PHONE (NER) CORTELCO 2554 SINGLE LINE WALL TELEPHONE COLOR: 47-RED 32 SIX POCKET FORM HOLDER MMF 267460604 COLOR: SMOKE 51 TCD BENCHMARK SERIES 7, MODEL 750 18.75"W X 26.65"D X 38.25"H FUTURE OPTION; NOT PROVIDED AT OPENING 55 ROLLING RECYCLE BINS SHRED IT 42"H X 24"W X 30"D - 71 CREDIT CARD TERMINAL FIRST DATA FD50Ti 3.5"H X 3.7"W X 7.8"D - 75 MEDIA MONITOR LG 42LX33OC- PROVIDED BY DIVERSIFIED MEDIA GROUP 37.8" X 22.3" X 2.2" - 88 US FLAG - - CONTRACTOR TO INSTALL 89 CISCO AIRONET CISCO AIRONET 1140 SERIES ACCESS POINT 8.7"L X 8.7"W X 1.84" D - 93 MEDIA/BTM MOUNT VISIONMOUNT LT25 TILTING MOUNT LT25-B1 / PROVIDED BY DIVERSIFIED MEDIA GROUP - - 95 96 REMOTE CAPTURE SCANNER imageFORMULA CR-190i CHECK TRANSPORT TABLET STORAGE MIDDLE ATLANTIC PRODUCTS: PTRK-2126 8.4" X 18.7" X 10.7" - 26.93"L x 26.93"W x 45.91 H" 104 DIGITAL POSTER WAP AIRTIGHT C-55 ACCESS POINT / PROVIDED BY DIVERSIFIED MEDIA GROUP 6.3" DIA - 4. EQUIPMENT BY CONTRACTOR 01 02 02-ALT 1 FIREMAN'S LOCKBOX R TO SPECIFICATIONS SECTION 12 90 00 TRASH/ASH RECEPTACLE CORNERSTONE FIBERGLASS BY UNITED RECEPTACLES EXTERIOR TRASH RECEPTACLE WITH ASH URN CORNERSTONE FIBERGLASS BY UNITED TOP RECEPTACLES(FGC) - COLOR: PEBBLE 20" DIA x 36"H 20" DIA x 46"H A COLOR: PEBBLE 03 COAT HOOKS REFER TO SPECIFICATIONS SECTION 12 90 00 - COAT RACK WITH 3 HOOKS ON BAR 07 COMBO BOARD (CORK/WHITE) STAPLES #518886 (QUARTET) 48"W X 36"H CONTRACTOR TO INSTALL, ONLY 09 WALL CLOCK- 10 IN BLACK QUARTZ STAPLES #235853 9.75" DIAMETER CONTRACTOR TO INSTALL, ONLY 13 RECESSED PAPER TOWEL DISPENSER REFER TO SPECIFICATIONS SECTION 10 28 00 LOCATION: BREAK ROOM 15 MICROWAVE GE APPLIANCES - #JES2051 SNSS 24.125"W X 13.625H x 19.25"D COLOR: STAINLESS STEEL 6 REFRIGERAT GE APPLIANCES - #GIE18GSHS 28 5/8"W X 32 7/8"D X 67 34005V COLOR: STAINLESS STEEL 17 COMPACT REFRIGERATOR GE APPLIANCES - #GME04LKLB 19 3/4"W X 33 7/8 X 21 1/4"D COLOR: STAINLESS STEEL COORDINATE WHCIH WAY DOOR SHOULD OPEN. HINGE TO BE NEAREST WALL. 50 TRASH CONTAINER UNTOUCHABLE SQUARE CONTAINER 3569-88 - - 64 PURELL HAND SANITIZER PURELL FMX-12 DISPENSER 10 9/16"H X 6 1/8"W X 5 1/8"D CONTRACTOR TO INSTALL, ONLY 65 FILTRATED WATER DISPENSER QUENCH WATER COOLER: QUENCH Q5 SERIES 18"H X 13.5"W X 14"D CONTACTWARK KERSHES; 443.388.3316 65 FILTRATED WATER DISPENSER Q5CT - COUNTERTOP MODEL COUNTERTOP: 17.9"H x 11.6"W x 17.5"D MIKERSHES@QUENCHOLINE.COM 65 FILTRATED WATER DISPENSER Q5FS - FREESTANDING MODEL RUBBERMAID 2955-73 FREESTANDING: 49.8"H x 11.6"W x 16.5"D ESK SIDE RECYCLING CONTAINER 11.38"L X 8.25"W X 12.1 67 SQUARE RECYCLING CONTAINER UNTOUCHABLE FG356973 - - 69 CORK BOARD STAPLES #518548 (QUARTET) (2) 36"H X 48"W CONTRACTOR TO INSTALL, ONLY 90 INTERIOR TRASH RECEPTACLE RUBBERMAID, SILHOUETTES SC14EPL OPEN TOP 14 3/4"SQ X 25"H, 16 GAL CAPACITY TO BE ADDED FOR 3 OR MORE ATM MACHINE 90-ALT INTERIOR TRASH RECEPTACLE BELSON, AL18-SVN 15" DIA. X 30.5" H 91 INTERIOR TRASH RECEPTACLE SILHOUETTES: SH12E OPEN TOP HALF ROUND 18"W X 32"H X 9"DP, 12 GAL CAPACITY TO BE ADDED FOR 3 OR MORE ATM MACHINE 92 CHIME, PUSH BUTTON, TRANSFORMER, ETC. REFER TO SPECIFICATIONS SECTION 26 27 26 - ALL DOOR CHIMES TO BE SET AT TWO TONES U.N.O. AND MOUNTED 6" ABOVE CEILING IN PARTITION AS NOTED IN POWER AND COMMUNICATION PLAN. PROVIDE ONE CHIME ABOVE CEILING AT TELLER LINE AND ANOTHER ABOVE CEILING IN FRONT OF UCRS. PUSH BUTTON WITH COVER PLATE TO BE LOCATED IN PARTITION INSIDE AND OUTSIDE OF VAULT LOBBY DOOR AS TAGGED IN POWER AND COMMUNICATION PLAN. 107 TRASH CAN- WELLNESS ROOM FIRE EXTINGUISHER CABINET- FRONT OF HOUSE EXTINGUISHER BRACKET HONEY CAN DO 3.2 GAL S.S. OVAL STEP TRASH CAN SILVER, ITEM #985602, MODEL #TRS-01447 15.37"H X 11.75"W X 10.12"D - - SUPPLIED BY RDX RECESSED, PAINTED TO MATCH WALL COLOR: BLACK LOCATION: WELLNESS ROOM STAINLESS STEEL CHANNEL FRAME FECA REFER TO SPECIFICATIONS SECTION 10 44 00 FEC-2 REFER TO SPECIFICATIONS SECTION 10 44 00 TA-02 RECESSED PAPER TOWEL DISPENSER REFER TO SPECIFICATIONS SECTION 10 44 00 TA-19 POLISHED MIRROR REFER TO SPECIFICATIONS SECTION 10 44 00 24" x 36" ARCHITECTURAL MILLWORK SCHEDULE MILLWORK NUMBER NAME DESCRIPTION DEPTH PLAN, ELEVATION AND DETAIL LOCATION REMARKS MW04 COUPON BOOTH COUNTER OPEN BELOW WITH V-6" (PROVIDE BACKSPLASH & SIDESPLASH) 2'-0" A11.01 (1) CENTER SUPPORT MW08 BREAKROOM BASE CABINET WITH SINK 2'-0" A11.02 MW09 CSR OPERATION SPECIALIST COUNTER OPEN BELOW AND V-3" DEEP UPPER CABINET (PROVIDE BACKSPLASH AND SIDESPLASH WHERE INDICATED) BASE CABINET (PROVIDE BACKSPLASH AND SIDESPLASH) 2'- 0" A11.01 SEE BANK OF AMERICA SPECIFICATIONS SECTION 06 40 23 FOR GROMMET COLOR MW11 TELLER WORK COUNTER 2'- 0" A11.01 SEE SPECS SECTION 06 40 23 FOR GROMMET COLOR GENERAL NOTES A. FOR STORES UNDERGOING INTERIOR RENOVATIONS, ALL FLOORING TO BE FURNISHED AND INSTALLED BY THE GENERAL CONTRACTOR. FOR GROUND UP STORES, ALL FLOORING TO BE FURNISHED AND INSTALLED BY BANK OF AMERICA VENDOR - TANDUS US. B. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF THE FLOORING VENDOR INTO THE PROJECT SCHEDULE, IF APPLICABLE, AND ON THE WORK SITE. C. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CLEAN, BROOM SWEPT, FLOOR -COVERING -READY SUBSTRATES. D. CONTRACTOR SHALL BE RESPONSIBLE FOR MAJOR FLOORING PREPARATION AND/OR LEVELING. TANDUS WILL BE RESPONSIBLE FOR MINOR FLOOR PREPARATION, DEFINED AS EITHER: 1) FILLING OF CRACKS AND VOIDS LESS THAN 1/8" X 1/8." 2) ONE HOUR PER 1000 SF, INCLUDING FINAL SWEEPING. TANDUS WILL INSPECT PROJECTS PRIOR TO SCHEDULED INSTALLATIONS SO THAT FLOOR PREPARATION ISSUES, IF ANY, CAN BE PROPERLY ADDRESSED. E. CONTRACTOR SHALL BE RESPONSIBLE FOR MINOR POST FLOORING INSTALLATION, PAINT TOUCH UP AND NORMAL POST CONSTRUCTION CLEAN UP AND JANITORIAL SERVICES INCLUDING VACUUMING OF CARPET AND CLEANING OF RESILIENT FLOORING. F. NOT ALL EQUIPMENT APPLIES. SEE POWER PLAN, ELEVATIONS & KEYNOTES. G. NOT ALL FINISHES APPLY. REFER TO KEYNOTES, ELEVATIONS, DETAILS, FINISH AND FURNITURE PLANS. GLAZING SCHEDULE GLAZING (BAC PERFORMANCE) GL-3 1/2" TEMPERED MONOLITHIC GLASS RRP RENOVATION 306 MAIN ST. EDMONDS, WA 98020 SERIAL NUM./MANH. ID: WA4-115 NRSP VERSION: 2.0 BULLETIN: 03-2020 Gensler 1200 Sixth Avenue Tel 206.654.2100 Suite 500 Fax 206.654.2121 Seattle, WA 98101 United States Date Description 04/24/2020 ISSUE FOR PERMIT 1 11/20/2020 CLIENT REVISIONS REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eri e Gu�v�t2r BUILDING OFFICIAL Dec 09 2020 APPROVED DATE REVISION Nov 24 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Seal I Signature 5961 ERZ%�'��°��:� sxax� a� e� Project Name EDMONDS RRP Project Number 32.4596.002 Description EQUIPMENT, FINISH AND MILLWORK SCHEDULES Scale As indicated A00n30 © 2020 Gensler DOOR SCHEDULE DOOR HARDWARE SCHEDULE SHEET NOTES 4`� BAN K OF AM ERICA l ASSEMBLY QUANTITY DESCRIPTION MODEL NUMBER FINISH MFR QUANTITY DESCRIPTION MODEL NUMBER FINISH MFR ASSEMBLY DOOR FRAME RATING (N/A) HARDWARE GROUP NO. AL-2C HARDWARE GROUP NO. 11C DIMENSIONS FIRE HARDWARE 8 HINGE BY DOOR MANUFACTURER 32D 3 HINGE BB1168 G R R P RENOVATION NO. LOCATION TYPE WIDTH HEIGHT THICKNESS MATERIAL FINISH MATERIAL FINISH RATING SET NOTES 2 POWER TRANSFER EPT-2 689 HAG 1 PUSH BUTTON LOCK 5031B WL 626 SIM 102 CENTRAL ZONE A2 3'- 0" T - 0" 1 3/4" WOOD SEE SHEET NOTE "C" HOLLOW METAL SEE SHEET NOTE "C" - 11 B 1 MORTISE CYLINDER 80-132 626 VON 1 SFIC EV B CORE ONLY 80-037 626 SCH 106 COUPON BOOTH A2 3'- 0" 7' - 0" 1 3/4" WOOD SEE SHEET NOTE "C" HOLLOW METAL SEE SHEET NOTE "C" - 06 1 SFIC EV B CORE ONLY 80-037 626 SCH 1 SURFACE CLOSER 4011 689 LCN 306 MAIN ST. 107 SD LOBBY G2 3'- 0" T - 0" 2" ALUMINUM/GLASS SEE SHEET NOTE "E" ALUMINUM SEE SHEET NOTE "E" - 07 1 ELECTROMAGNETIC LOCK M492P 628 SCE 1 WALL STOP WS407CCV 630 IVE EDMONDS, WA 98020 109A SD LOBBY A2 3'- 0" 7' - 0" 1 3/4" WOOD SEE SHEET NOTE "C" HOLLOW METAL SEE SHEET NOTE "C" - 11B BR DOOR. DOOR AND HARDWARE BY OWNER VENDOR 2 PULL BAR RM2110-78 1-1/4" (2 STANDOFFS PER PULL) 630 ROC 2 DOOR SCOPE DS/2000-ALS AL MIS 109E CSR A2 3'- 0" 7' - 0" 1 3/4" WOOD SEE SHEET NOTE "C" HOLLOW METAL SEE SHEET NOTE "C" - 11 B BR DOOR. DOOR AND HARDWARE BY OWNER VENDOR 2 DUMMY TOUCH BAR RX-350 626 VON 3 SILENCER SR64 GRY IVE SERIAL NUM ./MAN H . I D : WA4-115 113 BREAK ROOM A2 3'- 0" 7' - 0" 1 3/4" WOOD SEE SHEET NOTE "C" HOLLOW METAL SEE SHEET NOTE "C" - 12A 2 SURFACE CLOSER 4111 SCUSH 689 LCN HARDWARE GROUP NO. 12 N RS P VERSION: 2.0 114 WELLNESS A2 3'- 0" 7' - 0" 1 3/4" WOOD SEE SHEET NOTE "C" HOLLOW METAL SEE SHEET NOTE "C" - 16 2 MOUNTING PLATE 4110-18 689 LCN 3 HINGE BB1279 4.5 X 4.5 NRP 26D HAG 115 CENTRAL ZONE A2 3'- 0" 7' - 0" 1 3/4" WOOD SEE SHEET NOTE "C" HOLLOW METAL SEE SHEET NOTE "C" - 11 B 2 CUSH SHOE SUPPORT 4110-30 689 LCN 1 PUSH BUTTON LOCK 5031 B WL 626 SIM BULLETIN: 03-2020 2 BLADE STOP SPACER 4110-61 689 LCN 1 SFIC EV B CORE ONLY 80-037 626 SCH 1 THRESHOLD 325 AL NGP 1 SURFACE CLOSER 4011 689 LCN O TEMPERED GLASS 1 PUSHBUTTON 623RD EX-DA 630 SCE 1 OVERHEAD STOP 100S 630 GLY DOORTYPES 1 MOTION SENSOR SCAN II BILK SCH 2 DOOR SCOPE DS/2000-ALS AL MIS XX-# SEE FINISH LEGEND 1 KEYSWITCH 653-14-NS-L2 630 SCE SILENCER SR64 GRY IVE Gensler 1 WEATHERSTRIPPING BY DOOR MANUFACTURER HARDWARE GROUP NO. 12A 1 CARD READER BY SECURITY CONTRACTOR 3 HINGE BB1279 4.5 X 4.5 NRP 26D HAG 01 04 2 DOOR POSITION SWITCH BY SECURITY CONTRACTOR 1 PASSAGE SET ND10S SPA 626 SCH 1200 Sixth Avenue Tel 206.654.2100 A00.40 1 POWER SUPPLY BY SECURITY CONTRACTOR 1 SURFACE CLOSER 4011 689 LCN Suite 500 Fax 206.654.2121 5" A00.40 5„ BOXED HEADER 1 CUSTOM WIRING DIAGRAM BY HARDWARE SUPPLIER 1 WALL STOP WS407CCV 630 IVE Seattle, WA 98101 (N/A) HARDWARE GROUP NO. AL-2D 3 SILENCER SR64 GRY IVE United States N 8 HINGE BY DOOR MANUFACTURER 32D HARDWARE GROUP NO. 13 SCHEDULED PARTITION 2 POWER TRANSFER EPT-2 689 VON INGE BB1 191 4.5 X 4.5 NRP 32D HAG PEEP SCOPE ` WHERE NOTED ` 1 MORTISE CYLINDER 80-132 626 SCH PANIC HARDWARE 98EO XALK-SS 626 VON w IN SCHEDULE ` 1/2' 1/2„� METAL CLIP 1 SFIC EV B CORE ONLY 80-037 626 SCH 1 MORTISE CYLINDER 80-132 626 SCH PEEP SCOPE rO6 1 ELECTROMAGNETIC LOCK M492P 628 SCE 1 SURFACE CLOSER 4111 SCUSH 689 LCN w ' WHERE NOTED IN 2 DOOR PULL RM4010-78 1-1/4 630 ROC 1 SEALS 316AS AL PEM U ' SCHEDULE AND GL-3 GL-3 T j A00.40 2 DUMMY TOUCH BAR RX-350 626 VON 1 RAIN DRIP 346C AL PEM cn , REQUIRED BY CODE ` p _ - HOLLOW METAL FRAME 2 SURFACE CLOSER 4111 SCUSH 689 LCN 1 DOOR SWEEP 3185AV AL PEM O 10�\ = N 2 MOUNTING PLATE 4110-18 689 LCN 1 THRESHOLD 325 AL NGP o // FLM 1 ` U) 2 CUSH SHOE SUPPORT 4110-30 689 LCN HARDWARE GROUP NO. 14 w ' 0 2 BLADE STOP SPACER 4110-61 689 LCN 1 SFIC EV B CORE ONLY 80-037 626 SCH � C� 0 Cl) 1 THRESHOLD 325 AL NGP 1 PADLOCK KS21 F1200 625 SCH rO2 - w 1 PUSHBUTTON 623RD EX-DA 630 SCE HARDWARE GROUP NO. 15 ` o ' cn 1 MOTION SENSOR SCAN II BILK SCH 4 HINGE BB1191 4.5X4.5 NRP 32D HAG A00.40 = SCHEDULED DOOR VARIES 1 KEYSWITCH 653-14-NS-L2 630 SCE 1 STOREROOM LOCK ND80HD SPA 626 SCH 1 WEATHERSTRIPPING BY DOOR MANUFACTURER 1 DOOR SCOPE DS/2000-ALS AL MIS `' 2" 1 1/2" 1 CARD READER BY SECURITY CONTRACTOR 1 SURFACE CLOSER 4111 SCUSH 689 LCN c� � � o 1 DOOR POSITION SWITCH BY SECURITY CONTRACTOR 1 SEALS 316AS AL PEM 1 POWER SUPPLY BY SECURITY CONTRACTOR 1 RAIN DRIP 346C AL PEM EQ EQ 1 CUSTOM WIRING DIAGRAM BY HARDWARE SUPPLIER 1 DOOR SWEEP 3185AV AL PEM SEE SCHEDULE HOLLOW METAL FRAME HEAD DETAIL HARDWARE GROUP NO. 01 1 THRESHOLD 325 AL NGP 0 2 CENTER HUNG FLOOR BTS75V BF 626 DRM 1 LOCKGUARD LG1 NO ELC. STRIKE 32D IVE 2SEE SCHEDULE 2" SEE CONSTRUCTION PLAN SCALE: 3" = 1' 0" CLOSER 1 LOCKGUARD WITH ELEC. STRI 62 2 FLOOR CL PLATE COVER 7510 626 DRM HARDWARE GROUP NO. 16 TYPE A TYPE G 2 2 FLOOR CL SPINDLE CRL9040S3 CRL 3 HINGE BB1279 4.5X4.5 26D HAG GENERAL NOTES 2 PANIC DEVICE/PULL PA100F (TOP) W/KEY CYLINDER 630 CRL 1 PRIVACY SET L9456HD 17A L583-363 L283-722 626 SCH SINGLE PAINT GRADE INTERIOR DOOR DOUBLE STUDS 2 MORTISE CYLINDER 80-133 626 SCH 1 WALL STOP WS407CCV 630 IVE SOLID CORE WOOD DOOR WIDE STILE AND RAIL 2 SFIC EV B CORE ONLY 80-037 626 SCH 3 SILENCER SR64 GRY IVE A. REFER TO SPECIFICATIONS FOR DOOR HARDWARE HOLLOW METAL FRAME GLASS, ALUMINUM FRAME SCHEDULED PARTITION 1 ELECTRIC STRIKE ESK-2 630 CRL HARDWARE GROUP NO. 17 GROUPS. PATCH FITTINGS REFER TO SECTION 08 41 26 4 HINGE B1168 5X4.5 NRP B. REFER TO SHEET A00.10 FOR ADDITIONAL GENERAL HARDWARE GROUP NO. 01A DOOR NOTES AND MOUNTING HEIGHT 1 ELECTRICAL STRIKE 1006CLB ABA INFORMATION. METAL ANCHOR 1/2 1/2" HOLLOW METAL FRAME 2 CENTER HUNG FLOOR CL BTS75V 626 DRM COMPLETE PAC C. PAINT DOORS AND DOOR FRAMES TO MATCH 2 FLOOR CL PLATE COVER 7510 626 DRM INCLUDE HES 1006 SERIES ADJACENT PARTITION UNLESS NOTED OTHERWISE. SCHEDULED DOOR 2 FLOOR CL SPINDLE CRL9040S3 CRL ELECTRIC STRIKE 2 DUMMY PUSH/PULL DH100F 630 CRL 1 LOCKSET L9080 17A XL11-422 626 SCH D. NOT USED. N 1 MORTISE CYLINDER 80-101 626 SCH E. DOOR RAILS/ FRAME TO BE CLEAR ANODIZED 1 APPLIED STOP 1 NT308BS 630 CRL FINISH. PATCH FITTINGS REFER TO SECTION 08 41 26 1 CONSTRUCTION CORE 80-037 626 SCH F. ALL DOOR HARDWARE SHALL BE LEVER TYPE HARDWARE GROUP NO. 04 1 SURFACE CLOSER 4111 EDA AL LCN MEETING ACCESSIBILITY DESIGN REQUIREMENTS. can 4 HINGE BB1279 4.5 X 4.5 26D HAG MOUNT ON NER/ATM ROOM G. ALL DOOR HARDWARE SHALL BE SATIN CHROME 1 PASSAGE SET ND10S SPA 626 SCH SIDE FINISH (US26D), UNLESS OTHERWISE INDICATED. 1 SURFACE CLOSER 4011 689 LCN 1 KICK PLATE 8400 8" X 32" US32D IVE H. COORDINATE ALL HARDWARE KEYING WITH THE 2" VARIES 1 1/2" 1 KICK PLATE 8400 10" X 2" LDW 630 IVE 1 OVERHEAD STOP 100S 630 GLY OWNER AND OBTAIN OWNER'S APPROVAL PRIOR TO 1 WALL STOP WS407CCV 630 IVE 2 DOOR SCOPE DS/200-ALS AL MIS PLACING HARDWARE ORDER. 2 DOOR SCOPE DS/2000-ALS AL MIS 3 SILENCER SR64 GRY IVE I. REFER TO FINISH SCHEDULE FOR ADDITIONAL 3 SILENCER SR64 GRY IVE 1 DOOR POSITION SWITCH BY SECURITY CONTRACTOR FINISH INFORMATION. HARDWARE GROUP NO. 05 1 CARD READER BY SECURITY CONTRACTOR 1 PULL BAR RM2110-78" 1-1/4" (2 STANDOFFS PER PULL) 630 ROC 1 WIRING DIAGRAM BY SECURITY CONTRACTOR 1 CENTER HUNG FLOOR CL BTS75V BF-90° HO 626 DRM HARDWARE GROUP NO. AL-01 Date Description 4 HINGE BY DOOR MANUFACTURER 32D 1 FLOOR CL PLATE COVER 7510 626 DRM 04/24/2020 ISSUE FOR PERMIT HOLLOW METAL FRAME JAMB DETAIL 1 FLOOR CL SPINDLE CRL9040S3 CRL 1 POWER TRANSFER EPT-2 689 VON 1 11/20/2020 CLIENT REVISIONS SCALE: 3" - 1'-0" 0 "WTCH DOME STOP FS436 626 IVE 1 PANIC HARDWARE EL98NL-OP 626 VON PPLIED STOP 1NT308BS 630 CRL 1 RIM CYL W/CONST CORE 80-159 626 SCH FITTINGS REFER TO SECTION 08 41 26 1 SFIC EV B CORE ONLY 80-037 626 SCH HARDWARE GROUP NO. 06 1 PULL BAR RM2110-10" 1-1/4" (2 STANDOFFS PER PULL) 630 ROC 3 HINGE BB1279 4.5 X 4.5 26D HAG 1 SURFACE CLOSER 4111 SCUSH 689 LCN REVISED PLAN APPROVED 1 WALL STOP WS407CCV 630 IVE 1 MOUNTING PLATE 4110-18 689 LCN CITY OF EDMONDS BUILDING DIVISION 1 PRIVACY SET ND40S SPA 626 SCH 1 CUSH SHOE SUPPORT 4110-30 689 LCN 3 SILENCER SR64 GRY IVE 1 THRESHOLD 325 AL NGP HARDWARE GROUP NO. 07 1 POWER SUPPLY PS914-2RS GRY VON Erg c/ 4 HINGE BB1279 4.5 X 4.5 26D HAG 1 WEATHERSTRIPPING BY DOOR MANUFACTURER 1 PUSH BUTTON LOCK 5031B WL 626 SIM 1 CARD READER BY SECURITY CONTRACTOR 1 SFIC EV B CORE ONLY 80-037 626 SCH 2 DOOR POSITION SWITCH BY SECURITY CONTRACTOR BUILDING OFFICIAL 1 SURFACE CLOSER 4011 689 LCN 1 CUSTOM WIRING DIAGRAM BY HARDWARE SUPPLIER Dec 09 2020 1 OVERHEAD STOP 100S 630 GLY 1 BLADE STOP SPACER 4110-61 689 LCN APPROVED DATE 3 SILENCER SR64 GRY IVE HARDWARE GROUP NO. AL-2A HARDWARE GROUP NO. 08 8 HINGE BY DOOR MANUFACTURER 32D 3 INGE 9 4.5 X 4.5 (BALL HEARING HINGES W/NON-REMOVABLE FRAMING PER 1 PRIVACY SET ND40S SPA 626 SCH PINS) STRUCTURAL 1 SURFACE CLOSER 4011 689 LCN 2 POWER TRANSFER EPT-2 689 VON 1 KICK PLATE 8400 10" X 2" LDW 630 IVE 2 PANIC HARDWARE EL9847NL-OP 626 VON 1 WALL STOP WS407CCV 630 IVE 1 MORTISE CYLINDER 80-132 626 SCH 1 SEALS 188S CL ZER 2 RIM CYL W/CONST CORE 80-159 626 SCH HARDWARE GROUP NO. 09 3 SFIC EV B CORE ONLY 80-037 626 SCH 6 HINGE BB1279 4.5 X 4.5 26D HAG 2 PULL BAR RM2110-78" 1-1/4" (2 STANDOFFS PER PULL) 630 ROC 2 MANUAL FLUSH BOLT FB358 626 IVE 2 SURFACE CLOSER 4111 SCUSH 689 LCN HEADER FRAMING 2 MOUNTING PLATE 4110-18 689 LCN PER STRUCTURAL 1 DUST PROOF STRIKE DP2 626 IVE 2 CUSH SHOE SUPPORT 4110-30 689 LCN 1 STOREROOM LOCK ND80HD SPA 626 SCH 2 BLADE STOP SPACER 4110-61 689 LCN 1 SFIC EV B CORE ONLY 80-037 626 SCH 1 THRESHOLD 325 AL NGP 1 SURFACE CLOSER 4011 EDA 689 LCN 2 WALL STOP WS407CCV 630 IVE 1 KEYSWITCH 653-14-NS-12 630 SCE REVISION 6 SILENCER SR64 GRY IVE 1 POWER SUPPLY PS914-2RS GRY VON HARDWARE GROUP NO. 10 1 WEATHERSTRIPPING BY DOOR MANUFACTURER NOV 24 2020 3 HINGE BB1279 4.5 X 4.5 26D HAG 1 CARD READER BY SECURITY CONTRACTOR CITY OF EDMONDS 2 DOOR POSITION SWITCH BY SECURITY CONTRACTOR DEVELOPMENTSERVICES DEPARTMENT 1 STOREROOM LOCK ND80HD SPA 626 SCH � CUSTOM WIRING DIAGRAM BY HARDWARE SUPPLIER 1 SFIC EV B CORE ONLY 80-037 626 SCH 1 SURFACE CLOSER 4111 689 LCN HARDWARE GROUP NO. AL-2B in 8 HINGE BY DOOR MANUFACTURER 32D 1 WALL STOP WS407CCV 630 IVE 3 SILENCER SR64 GRY IVE (BALL HEARING HINGES W/NON-REMOVABLE PINS) BLOCKING HARDWARE GROUP NO. 10A 2 POWER TRANSFER EPT-2 689 VON 3 HINGE BB1279 4.5 X 4.5 NRP 26D HAG 2 PANIC HARDWARE EL9847NL-OP 626 VON 1 PUSH BUTTON LOCK 5031B WL 626 SIM 1 MORTISE CYLINDER 80-132 626 SCH 1 SFIC EV B CORE 1 SURFACE CLOSER NLY 80 037 626 SCH EDA 689 LCN 2 RIM CYL W/CONST CORE 80-159 626 SCH a' 1 OVERHEAD STOP 1011 689 GLY 3 SFIC EV B CORE ONLY 80-037 626 SCH Seal I Signature 2 PULL BAR RM4010-78" 1-1/4" (2 STANDOFFS PER PULL) 630 ROC LEGEND J 3 SILENCER SR64 GRY IVE 2 SURFACE CLOSER 4111 SCUSH 689 LCN �i p GLASS HARDWARE GROUP NO. 10B VAULT LOBBY AREA p 2 MOUNTING PLATE 4110-18 689 LCN 8961 o w 6 HINGE BB1279 4.5 X 4.5 NRP 26D HAG G?.3TRAFD �i = 2 CUSH SHOE SUPPORT 4110-30 689 LCN CHITr3cT v 1 PUSH BUTTON LOCK 5031B WL 626 SIM 2 BLADE STOP SPACER 4110-61 689 LCN � 1 SURFACE CLOSER 4111 EDA 689 LCN 1 THRESHOLD 325 AL NGP CORNER BEAD 1"X1" WALL CHANNEL 0 2 MANUAL FLUSH BOLT FB358 626 IVE o 0 1 KEYSWITCH 653-14-NS-12 630 SCE a, p 1 DUST PROOF STRIKE DP2 626 IVE 1 CH€1 w 1 POWER SUPPLY PS914-2RS GRY VONUj 1 SFIC EV B CORE ONLY 80-037 626 SCH 1 WEATHERSTRIPPING BY DOOR MANUFACTURER ALUMINUM FRAME GLASS 2 OVERHEAD STOP 100S 630 GLY 1 CARD READER BY SECURITY CONTRACTOR 6 SILENCER SR64 GRY IVE 2 DOOR POSITION SWITCH BY SECURITY CONTRACTOR HARDWARE GROUP NO. 11 1 CUSTOM WIRING DIAGRAM BY HARDWARE SUPPLIER Project Name 5 �' GLASS 3 HINGE BB1279 4.5 X 4.5 NRP 26D HAG DOOR RAIL 1 PUSH BUTTON LOCK 5031B WL 626 SIM EDMONDS R R P 1 SFIC EV B CORE ONLY 80-037 626 SCH 1 SURFACE CLOSER 4111 EDA 689 LCN RECESSED FLOOR CLOSER AS 1 WALL STOP WS407CCV 630 IVE PROVIDED BY MANUFACTURER Pro ect Number 2 DOOR SCOPE DS/2000-ALS AL MIS 3 SILENCER SR64 GRY IVE n HARDWARE GROUP NO. 11A 32.4596.002 3 HINGE BB1279 4.5 X 4.5 NRP 26D HAG SCHEDULED FLOOR FINISH Description - 1 STOREROOM LOCK ND80HD SPA 626 SCH p - 1/4" 5" 5". 1/4" 3/41, 1 SURFACE CLOSER 4011 689 LCN Cn - _ _-_ DOOR TYPES, DOOR SCHEDULE AND `r' ----------- ---- -- -------- 1 WALL STOP WS407CCV 630 IVE Y 3 SILENCER 4 RY IVE HARDWARE HARDWARE GROUP NO. 11 B MECHANICALLY FASTEN 4 HINGE BB1 279 4.5 X 4.5 NRP 26D HAG s CENTRAL LOBBY AREA SIDELIGHT RAIL TRACK Q 1 PUSH BUTTON LOCK 5031B WL 626 SIM MEDIA WALL 1 SFIC EV B CORE ONLY 80-037 626 SCH Scale Cn 1 SURFACE CLOSER 4111 EDA 689 LCN 1 KICK PLATE 8400 10" X 2" LDW 630 IVE As indicated 1 OVERHEAD STOP 100S 630 GLY 2 DOOR SCOPE DS/2000-ALS AL MIS n 3 SILENCER SR64 GRY IVE CD CD A00n40 CV V N ALUMINUM DOOR AND SIDELITE JAMB DTLS. ALUMINUM DOOR HEAD AND SILL DETAILS co `= SCALE: Y = 1'-0" 0 6 SCALE: 3" = 1'-0" 04 © 2020 Gensler SHEET NOTES BANK OF AMERICA � 1 (E) ENT 01 0 � ■ o o ■ El 0 O L J 01 EXISTING FLOOR FINISH TO BE REMOVED TO SUBSTRATE; PREPARE SUBSTRATE FOR NEW FLOOR FINISH AS SCHEDULED 02 DEMOLISH EXISTING TELLER DESK AND ADJACENT MILLWORK 03 EXISTING FURNITURE TO BE REMOVED; COORDINATE WITH BANK MANAGER AND PROJECT MANAGER FOR ANY SALVAGE AND REUSE OF EXISTING FURNITURE 04 EXISTING FURNITURE AT THIS AREA, WORKSTATIONS, FILES AND TECHNOLOGY EQUIPMENT ARE TO BE REMOVED. PATCH/REPAIR AFFECTED SURFACES AND PREP TO RECEIVE NEW FINISHES. COORDINATE WITH PJM AND BANK. REFER TO SHEET A06.01 FOR NEW FURNITURE LAYOUT (TYP.) 05 EXISTING EXTERIOR WINDOW/GLAZING TO REMAIN. PROTECT DURING DEMO AND CONSTRUCTION 06 REMOVE EXISTING WALK OFF MAT. PREP AREA FOR NEW REPLACEMENT 07 EXISTING DOOR AND HARDWARE TO REMAIN 08 EXISTING MILLWORK TO BE REMOVED; PATCH AND REPAIR ADJACENT WALL AS REQUIRED 09 EXISTING PRINTER; RELOCATE TO NEW LOCATION AS SPECIFIED 10 EXISTING CEILING TO REMAIN IN THIS ROOM. ADJUST, RE -LAMP OR REPLACE EXISTING LIGHT FIXTURES AND CEILING TILES AS REQUIRED 11 PARTIALLY DEMOLISH EXISTING DUCTWORK AND ENCLOSURE, HEIGHT TO BE MODIFIED TO BE ABOVE 9'-0" 12 REMOVE WINDOW TREATMENT, PATCH AND REPAIR WALLS AND FRAME AS REQUIRED 13 REMOVE EXISTING GLAZING AND INFILL WALL OPENING WITH FRAMING AND GYP. TO ALIGN WITH EXISTING PARTITION 14 SELECTIVELY DEMOLISH EXISTING WALL THIS AREA, DEVICES TO BE RELOCATED TO ADJACENT WALL PER NEW CONSTRUCTION 15 EXISTING MILLWORK ITEM TO BE RELAMINATED. REFER TO FINISH PLAN. 16 EXISITNG ATM, ATM POWER AND DATA TO BE RELOCATED TO NEW WALL/LOCATION NOTED ON POWER AND COMMUNICATION PLAN 17 RELOCATE FEC-2 TO LOCATION ON CONSTRUCTION PLAN 18 EXISTING FEC-2 TO REMAIN 19 REMOVE ALL CLOCKS, SPEAKERS AND SPEAKER SHELVES. 20 EXISTING BASEBOARD HEATER TO REMAIN. PROTECT DURING CONSTRUCTION 21 GC TO CONFIRM IN ROOM MECHANICAL UNIT IS OPERATIONAL. DEMOLISH AND PATCH FLOORS AND WALL IF NOT OPERATIONAL. CONFIRM WITH PJM 22 LINE OF EXISTING STRUCTURE ABOVE 23 LINE OF SOFFIT ABOVE 24 REMOVE ALL MINI -BLINDS THROUGHOUT AND PATCH AND REPAIR WALL FOR NEW MINI -BLIND INSTALL GENERAL NOTES A. REFER TO SERIES A00 FOR GRAPHIC SYMBOLS, ABBREVIATIONS AND GENERAL NOTES. B. COORDINATE EXTENT OF DEMOLITION WITH NEW CONSTRUCTION. C. DEMOLISH ALL PARTITIONS AND ASSOCIATED FIXTURES SHOWN DASHED, U.N.O. D. REMOVE ALL EXISTING WALL FINISHES AND WALL BASE AT COLUMNS AND PERIMETER WALLS WHERE NEW FINISHES ARE NOTED. PATCH AND PREPARE PARTITIONS AS REQUIRED TO ACCEPT NEW FINISHES. E. REMOVE ALL EXISTING FLOOR FINISHES AND SUBSTRATE WHERE NEW FINISHES ARE NOTED. SCRAPE FLOOR AND PREPARE TO ACCEPT NEW FINISH. F. COORDINATE REMOVAL OF EXISTING CEILING SYSTEMS, LIGHT FIXTURES AND DEVICES WITH NEW WORK. LEGEND NOT IN CONTRACT - EXISTING PARTITION TO REMAIN PARTITION TO BE DEMOLISHED RRP RENOVATION 306 MAIN ST. EDMONDS, WA 98020 SERIAL NUM./MANH. ID: WA4-115 NRSP VERSION: 2.0 BULLETIN: 03-2020 Gensler 1200 Sixth Avenue Tel 206.654.2100 Suite 500 Fax 206.654.2121 Seattle, WA 98101 United States Date Description 04/24/2020 ISSUE FOR PERMIT 1 11/20/2020 CLIENT REVISIONS REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eri e Gu�v�t2r BUILDING OFFICIAL Dec 09 2020 APPROVED DATE REVISION Nov 24 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Seal / Signature 8961 01STRAFD A GSiiZ' T STATE OF MSMG= Project Name EDMONDS RRP Project Number 32.4596.002 Description DEMOLITION PLAN Scale AS INDICATED 00 CD CV V CD CV CD (V co (V DEMOLITION SCALE: 1/4" = 1'-0" PLAN 01 A01 n0l © 2020 Gensler SHEET NOTES BANK OF AM ERICA4`4I NOW VESTIB 117 �1 1 O ❑ ❑ w X 01 PARTIAL HEIGHT PRIVACY WALL FURNITURE BY VENDOR. REFER TO VENDOR PROVIDED DRAWINGS FOR DIMENSIONS AND SUPPORT INFORMATION 02 NEW PRIVACY WALLS TO BE HELD AWAY FROM EXISTING BASE MECHANICAL 03 FURRING WALL HEIGHT TO BTM. OF EXISTING WINDOW SILL. REFERENCE ELEVATION 04 PROVIDE ONE LAYER GYPSUM BOARD OVER EXISTING WOOD PANELING; PREPARE FOR NEW FINISH AS SPECIFIED 05 NEW FEC-2 LOCATION 06 NEW TACTILE EXIT SIGN; SEE DETAILS 07 REPAIR AND FINISH WALL SURFACE TO MATCH ADJACENT WHERE (E) DUCT REMOVED 08 PROVIDE NEW MINI -BLINDS PER PROJECT SPECIFICATIONS 09 WRAP FURRING WALL AROUND EXISTING COLUMN. KEEP FRAMING AS TIGHT AS POSSIBLE TO COLUMN GENERAL NOTES A. NOT USED. B. FOR ADDITIONAL GENERAL NOTES, LEGENDS AND SCHEDULES, REFER TO SHEETS A00.00 AND A00.10. C. UNLESS OTHERWISE NOTED, LOCATE HINGE SIDE OF ALL DOORS 6" FROM ADJACENT PERPENDICULAR PARTITION. D. VERIFY ALL EQUIPMENT WITH VENDOR. E. CONTRACTOR SHALL PROVIDE BLOCKING FOR ALL WALL -MOUNTED EQUIPMENT AND ACCESSORIES. WALL TYPE LEGEND REFER TO SHEET A00.20 & A00.21 FOR ADDITIONAL INFORMATION PARTITION TAG PARTITION TYPE DESIGNATOR (SEE PARTITION SERIES TYPE SCHEDULE ) FRAMING MEMBER SIZE (SEE TABLE B BELOW) PARTITION SERIES (SEE TABLE A - BELOW) FIRE RATING (IF APPLICABLE) QUICK REFERENCE PARTITION TYPE DESIGNATOR X XXA GYP BD UP SLAB TO SLAB (FULL HEIGHT) X XXB GYP BD UP 6" PAST CEILING X XXC GYP BD UP PARTIAL HEIGHT (PER PLAN) X XXD GYP BD UP 12" PAST CEILING X XXE GYP BD UP TO CEILING HEIGHT LEGEND NOT IN CONTRACT EXISTING PARTITION TO REMAIN NEW PARTITION XXX REFERENCE TO PARTITION TYPE ® FIRE RATED PARTITION LINE OF OVERHEAD OBJECT NEW DOOR EXISTING DOOR TO REMAIN 1 A COLUMN GRID OFFICE ROOM NAME ### ROOM NUMBER ### DOOR NUMBER ### DOOR NUMBER # # ### HARDWARE DOOR TYPE 01 SHEET NOTES oz� REVISION REFERENCE DIRECTION OF ELEVATION xx Axx.xx ELEVATION NUMBER ON SHEET SHEET WHERE SHOWN xx DETAIL NUMBER Axx.xx - SHEET WHERE SHOWN SIM I DESCRIPTION OF SIMILAR OR OPPOSITE AREA TO BE DETAILED /F MILLWORK MILLWORK SCHEDULE TAG imw## ALIGN ALIGN RRP RENOVATION 306 MAIN ST. EDMONDS, WA 98020 SERIAL NUM./MANH. ID: WA4-115 NRSP VERSION: 2.0 BULLETIN: 03-2020 Gensler 1200 Sixth Avenue Tel 206.654.2100 Suite 500 Fax 206.654.2121 Seattle, WA 98101 United States A Date Description 04/24/2020 ISSUE FOR PERMIT 1 11/20/2020 CLIENT REVISIONS REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eri e Gu�v�t2r BUILDING OFFICIAL Dec 09 2020 APPROVED DATE REVISION Nov 24 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Seal / Signature 8961 AP_C11XT'_ �' STATE OF VWMG= Project Name EDMONDS RRP Project Number 32.4596.002 Description CONSTRUCTION PLAN Scale AS INDICATED co v CD CV CD V CV CD (V co (V CONSTRUCTION PLAN - GROUND FLOOR SCALE: 1/4" = V-0" 01 FEC FIRE EXTINGUISHER CABINET (F.E.C.) BLOCKING REQUIRED FOR MILLWORK A02n0l © 2020 Gensler SHEET NOTES BANK OF AMERICA 1 1 VESTIBULE 117 J 1 A-02 WELLNESS 114 CB OFFICE 13 CB OFFICE 13 120 121 � UNISEX _j 118 O) 0 0 __C-2 10 VESTIBULE 116 1 10'-3' 1'-11" T-9" 9 (R) +60 WORKSTATIONS 115 TA-19 POWER AND COMMUNICATION PLAN SCALE: 1/4" = V-0" FEC 2 � w +44'- 24 17 O 15 � 50 67 O 03 03 O C) 65 GFCI w 69 � + GFCI w 13 30 69 BREAK ROOM 113 CO) SEATING 125 30'-0" ■ O O ■ I _ ❑� O SB OFFICE 13 �� HL OFFICE 122 123 01 S' T A CP ;; r�1 I 13 ME OFFICE 13 124 28'-8" ME OFFICE 126 12 A f 01 01 FLUSH MOUNTED FLOOR ELECTRICAL POWER FLOOR BOX. COORDINATE WITH ELECTRICAL DRAWINGS AND REFER TO 07/Al2.50 FOR INSTALLATION GUIDELINES 02 AUDIO SPEAKER, CONFIRM MOUNTING WITH TECHNOLOGY TEAM 03 COORDINATE TV P/C WITH ELEVATION AND VENDOR CUTSHEET. PROVIDE CHIEF LSTU "FIXED THINSTALL UNIVERSAL" TV MOUNT AND ARLINGTON #TVB613131N WIDE RECESSED DOUBLE -GANG DEVICE BOX. PROVIDE 1-1/2" CONDUIT WITH PULL STRING BETWEEN MEDIA AND CONTROL BOX PER LOCATION SHOWN ON NOTE #14. 'COORDINATE WITH EQUIPMENT CUTSHEET 04 NETWORK SWITCH CAB. PROVIDE POKE THROUGH AND CONDUIT PATH TO NETWORK RACK IN BASEMENT BELOW. COORDINATE WITH TECHNOLOGY VENDOR. PROVIDE NEW DEDICATED CIRCUIT POWER OUTLET 05 RELOCATE (E) INFRASTRUCTURE FOR NEW EQUIPMENT AND LAYOUT. VERIFY (E) DATA FUNCTIONALITY PRIOR TO WORK 06 DATA DROP FOR WAP FOR DIGITAL POSTER. REFER TO TECHNOLOGY VENDOR DRAWINGS FOR MORE INFORMATION 07 PROVIDE 1" CONDUIT WITH PULL STRING STUBBED FROM BELOW 08 PROVIDE SINGLE GANG J-BOX WITH 3/4" STUB UP 09 RELOCATE ATM POWER/DATA FROM LOCATION NOTED ON DEMO PLAN 10 ADJUST EXISTING HARDWARE TO PROVIDE KEYLESS ENTRY 11 NEW WALL MOUNTED LIGHT FIXTURE. REFER TO ELECTRICAL DRAWINGS 12 NEW CARD READER PROVIDED BY OWNER SECURITY VENDOR 13 POWER/DATA OUTLETS TO BE LOCATED IN PRIVACY WALL e'% SYSTEM 14 PROVIDE ONCECONNECT INPUT BOX IN CAB WITH:16.51"�ONDUITAND PULL STRING TO TV/MONITOR BOX N GENERAL NOTES A. REFER TO INTERIOR ELEVATIONS FOR ORIENTATION OF MOUNTED OUTLETS. OTHERWISE, OUTLETS SHOULD BE MOUNTED VERTICALLY. OUTLETS SHOWN WITH ONLY A "+" SIGN SHALL BE LOCATED 1" CLEAR ABOVE THE SCHEDULED MILLWORK COUNTER. OUTLETS TO BE COORDINATED WITH COUNTER HEIGHT. B. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. C. FURNITURE SHOWN FOR REFERENCE ONLY. D. REFER TO SERIES A00 FOR GRAPHIC SYMBOLS, ABBREVIATIONS AND GENERAL NOTES. E. LOCATION OF CORES TO BE CONFIRMED WITH ARCHITECT. F. ALL DEVICE COVER PLATES ON WALLS SHALL BE WHITE U.N.O. G. WIRELESS HOLD UP DOUBLE BUTTON WILL BE INSTALLED AT TELLER POSITIONS, PLATFORM DESKS, FOR PERSONNEL ENTRY AND EXIT, AND ANYWHERE A HOLD UP IS CONSIDERED NECESSARY IN A BANKING CENTER. THE NEW WIRELESS INTERFACE MODULE WILL BE LOCATED IN THE NEW ROOM BY THE ALARM PANEL. H. WALL -MOUNTED OUTLETS AND J-BOXES TO BE AT 15" A.F.F. TO BOTTOM OF OUTLET BOX, UNLESS NOTED OTHERWISE. I. UNLESS NOTED OTHERWISE, PROVIDE JUNCTION BOXES FOR ALL WALL MOUNTED FIRE PROTECTION EQUIPMENT SUCH AS FIRE STROBES, FIRE PULL AND ALL SECURITY EQUIPMENT. J. CEILING -MOUNTED FIRE DEVICE COVERS SHALL BE WHITE AND WALL -MOUNTED FIRE DEVICE COVERS SHALL BE IVORY UNLESS THIS CONFLICTS WITH LOCAL JURISDICTIONAL REQUIREMENTS. K. COORDINATE INSTALLATION OF TELECOMMUNICATIONS, DATA AND SECURITY SYSTEMS. L. VERIFY EQUIPMENT SPECIFICATIONS, POWER AND INSTALLATION REQUIREMENTS WITH MANUFACTURER TO ENSURE PROPER FIT AND FUNCTION. M. VERIFY MOUNTING REQUIREMENTS OF ELECTRICAL, TELEPHONE AND OTHER EQUIPMENT. N. GANG ADJACENT LIGHT SWITCHES AND COVER WITH A SINGLE PLATE. 0. INDICATED DIMENSIONS ARE TO THE CENTERLINE OF OUTLET, SWITCH OR CLUSTER OF OUTLETS OR SWITCHES, UNLESS NOTED OTHERWISE. P. INSTALL OUTLETS ON OPPOSITE SIDES OF PARTITIONS IN SEPARATE STUD CAVITIES. DO NOT INSTALL BACK TO BACK. Q. PROVIDE ONE-PIECE TYPE GANG COVER PLATES, UNLESS NOTED OTHERWISE. R. IDENTIFY DEDICATED OR ISOLATED GROUND ELECTRICAL OUTLETS WITH A RED DOT. S. INSTALL DOOR BELL PUSH BUTTON COVER PLATE WHEN PUSH BUTTON IS LOCATED ON PARTITION WALL. T. ALL DOOR CHIMES TO BE SET AT TWO TONES, UNLESS NOTED OTHERWISE. LEGEND NOT IN CONTRACT WALL MOUNTED DUPLEX WALL MOUNTED FOURPLEX FLUSH FLOOR MOUNTED DUPLEX O FLUSH FLOOR MOUNTED 1 TELE / 2 DATA RECEPTACLE WALL MOUNTED 1 TELE / 2 DATA RECEPTACLE. DUAL DROP WALL MOUNTED TELE/DATA RECEPTACLE. SINGLE DROP FLUSH WALL MOUNTED POWER O�J JUNCTION BOX WITH HARDWARE CONNECTION OEQUIPMENT WITHOUT POWER SUPPLY OEQUIPMENT WITH POWER SUPPLY TV WALL MOUNTED RECEPTACLE FOR TV, CAMERA OR MONITOR; 3" SQUARE O DIGITAL TEMPERATURE SENSOR FLUSH FLOOR MOUNTED TELE/DATA. SINGLE DROP J J-BOX AND POWER WHIP FOR PRIVACY FURNITURE POWER AND DATA. SEE ELECTRICAL DRAWINGS (E) EXISTING TO REMAIN (R) EXISTING, RELOCATED RRP RENOVATION 306 MAIN ST. EDMONDS, WA 98020 SERIAL NUM./MANH. ID: WA4-115 NRSP VERSION: 2.0 BULLETIN: 03-2020 Gensler 1200 Sixth Avenue Tel 206.654.2100 Suite 500 Fax 206.654.2121 Seattle, WA 98101 United States Date Description 04/24/2020 ISSUE FOR PERMIT 1 11/20/2020 CLIENT REVISIONS REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Erg BUILDING OFFICIAL Dec 09 2020 APPROVED DATE REVISION Nov 24 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Seal / Signature 8961 01STRAPD CHITr cT STATE OF STi1't3 ON Project Name EDMONDS RRP Project Number 32.4596.002 Description POWER AND COMMUNICATION PLAN Scale AS INDICATED © 2020 Gensler SHEET NOTES BANK OF AM ERICA4`4I -------------------- C_ El 01 EXISTING CEILING AND HEIGHT, LIGHT FIXTURES, AND HVAC GRILLES TO REMAIN THROUGHOUT, TYP. REPLACE/REPAIR (E) CEILING TILES AND REPAIR/RELAMP (E) LIGHT FIXTURES WHERE FIXTURES ARE NO LONGER PROPERLY FUNCTIONING. GC TO REVIEW EXISTING CONDITIONS BEFORE AND AFTER CONSTRUCTION IS COMPLETE 02 EXISTING GYP. BD. SOFFIT TO REMAIN. REPAINT TO P-15 03 EXISTING CEILING, LIGHT FIXTURES, AND HVAC GRILLES TO REMAIN, RECIRCUIT LIGHT FIXTURES PER NEW WALL LAYOUT, REPAIR AND REPLACE TILES AS REQUIRED PER NEW WALL LAYOUT. 04 NEW WALL MOUNTED LIGHT FIXTURE. REFER TO ELECTRICAL DRAWINGS 05 NEW WALL MOUNTED EXIT SIGNAGE ABOVE DOOR. REFER TO ELECTRICAL DRAWINGS 06 RAISED RETURN DUCT FRAMING/GYP. ENCLOSURE, PAINTED TO MATCH ADJACENT PARTITION. BOTTOM TO ALIGN WITH TOP OF ADJACENT WINDOW HEAD GENERAL NOTES A. NOT USED B. NOT USED C. COORDINATE LENGTHS OF UNDER CABINET FIXTURES WITH SCHEDULED MILLWORK CABINETS. D. REFER TO A00.30 FOR FINISH SCHEDULE. E. GYPSUM BOARD CEILING PAINTED P-15, UNLESS NOTED OTHERWISE. REFER TO FINISH PLAN FOR MORE INFORMATION. F. NOT USED G. NOT USED LEGEND NOT IN CONTRACT EXISTING PARTITION TO REMAIN [_ NEW PARTIAL HEIGHT PARTITION NEW FULL HEIGHT PARTITION ACOUSTICAL CEILING GRID GYPSUM BOARD SOFFIT/CEILING DIMENSION OF CEILING ABOVE FLOOR FINISH XXX-X CEILING TYPE X'-XX" DIMENSION ABOVE FLOOR FINISH 2'X4' LIGHT FIXTURE SURFACE MOUNTED LIGHT FIXTURE PENDANT LIGHT FIXTURE 0 RECESSED DOWNLIGHT <0 ADJUSTABLE DOWNLIGHT ACCESS PANEL DC DOOR CONTACT 8 EXIT SIGN OS PASSIVE INFRARED WALL D SWITCH OCCUPANCY SENSOR OS PASSIVE INFRARED A OCCUPANCY SENSOR OS OCCUPANCY SENSOR - 360 B DEGREE, TWO-SIDED I— - - --i UNDERCABINET LIGHTING S LIGHT SWITCH D DIMMER SWITCH O THERMOSTAT DS DIMMING SENSOR A OSPEAKER OMOTION DETECTOR VM VAULT SECURITY MICROPHONE SOUND DETECTOR CO SECURITY CAMERA DD0 DOME CAMERA WIRELESS WAP APPLICATION PROTOCOL RRP RENOVATION 306 MAIN ST. EDMONDS, WA 98020 SERIAL NUM./MANH. ID: WA4-115 NRSP VERSION: 2.0 BULLETIN: 03-2020 Gensler 1200 Sixth Avenue Suite 500 Seattle, WA 98101 United States A Date Description Tel 206.654.2100 Fax 206.654.2121 04/24/2020 ISSUE FOR PERMIT 1 11/20/2020 CLIENT REVISIONS REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eri e Gu�v�t2r Seal / Signature BUILDING OFFICIAL Dec 09 2020 APPROVED DATE REVISION Nov 24 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 8961 AP_C11XT'_ �' STATE OF MSMG= Project Name EDMONDS RRP Project Number 32.4596.002 Description REFLECTED CEILING PLAN Scale 1 /4" = 1'-0" n 00 CV V O CV 0 (V co (V REFLECTED CEILING PLAN SCALE: 1/4" = 1'-0" 01 FAITS11i © 2020 Gensler SHEET NOTES BANK OF AM ERICA4`4I ■ o o ■ _ ❑� O 01 EXISTING PAINT, FLOORING AND BASE TO REMAIN - NO SCOPE 02 NEW MEDIA WALL PARTITION WITH WALL COVERING TO BE LEVEL-5 FINISH AND PAINTED P-20 PRIOR TO INSTALLATION OF WALL COVERING. GC TO ENSURE 10-DAY DRYING TIME OF PAINT TO OCCUR PRIOR TO WALL COVERING INSTALLATION GENERAL NOTES A. REFER TO A00.00 AND A00.30 FOR EXTENT OF FINISHES AND FOR ADDITIONAL NOTES. B. ALL PARTITIONS SHALL BE PAINTED P-15 AND TO RECEIVE B-11, U.N.O. C. REFER TO DOOR SCHEDULE FOR DOOR AND FRAME FINISH. D. ALL DRYWALL CEILINGS & BEAMS SHALL BE PAINTED P-15 E. ALL FLOORS SHALL HAVE CARPET CPT-5, U.N.O. F. PROVIDE STRAIGHT, FLUSH BASE AT CARPETED AREAS AND COVED BASE AT HARD FLOORING SURFACES, U.N.O. G. SEE GENERAL NOTES ON SHEET A00.40 FOR DOOR FINISHES. H. ENSURE SURFACES TO RECEIVE FINISHES ARE CLEAN, TRUE AND FREE OF IRREGULARITIES. DO NOT PROCEED WITH WORK UNTIL SATISFACTORY CONDITIONS HAVE BEEN CONFIRMED. I. SEE GENERAL NOTES ON POWER AND COMMUNICATIONS PLAN FOR COVER PLATE COLORS. LEGEND NOT IN CONTRACT Bffi�ffi//// MILLWORK Ne CHANGE IN FLOOR FINISH X WALL FINISH X BASE FINISH EXTENT OF WALL FINISH XXX FLOOR FINISH ALIGN I I ALIGN FLOOR TILE START POINT RRP RENOVATION 306 MAIN ST. EDMONDS, WA 98020 SERIAL NUM./MANH. ID: WA4-115 NRSP VERSION: 2.0 BULLETIN: 03-2020 Gensler 1200 Sixth Avenue Suite 500 Seattle, WA 98101 United States A Date Description Tel 206.654.2100 Fax 206.654.2121 04/24/2020 ISSUE FOR PERMIT 1 11/20/2020 CLIENT REVISIONS REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eri e Gu�v�t2r Seal / Signature BUILDING OFFICIAL Dec 09 2020 APPROVED DATE REVISION Nov 24 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 8961 AP-C11XT'�' STATE OF MSMG= Project Name EDMONDS RRP Project Number 32.4596.002 Description FINISH PLAN Scale 1 /411 = 11-011 N N V CD CV CD co N FINISH PLAN SCALE: 1/4" = V-0" 01 A05n0l © 2020 Gensler SHEET NOTES BANK OF AM ERICA4`4I ■ O O ■ I _ ❑� O L J 01 EXISTING FURNITURE SYSTEM TO BE RELOCATED TO LOCATION SHOWN ON PLAN 02 EXISTING FILE CABINET TO BE RELOCATED 03 EXISTING FURNITURE TO REMAIN THIS AREA SCHEDULES A. XX-XXX FURNITURE COMPONENTS FURNITURE COMPONENT # FURNITURE COMPONENT DESCRIPTION CH-3 STEELCASE MOVE CHAIR CH-5 STEELCASE TURNSTONE A LA CARTE CHAIR CH-5b STEELCASE TURNSTONE A LA CARTE CHAIR CH40a HBF MAX LOUNGHE CHAIR HBF MAX SETTEE MAX 3-SEATER SOFA CH40b CH-40c CH-42 BERNHARDT CANELLE CH-43 BERNHARDT CHANTAL CHAIR CH-44 STEELCASE SiIQ TASK CHAIR CH-45 BERNHARDT BARSTOOL CH-48 Bench CH-49 Ottoman FLA STEELCASE ANSWER LATERAL FL-2 STEELCASE HIGH PEDESTAL FLA0 STEELCASE LATERAL TB-2 STEELCASE UNIVERSAL TABLE TB-14 ELECTIVE ELEMENTS ROUND TABLE TB-22 BERNHARDT QUIET TB-28a MEKI ROUND COFFEE TABLE TB-28b MEKI ROUND COFFEE TABLE TB-28c MEKI ROUND COFFEE TABLE WS-20 72" WORK STATION -ASH WENGE WS-20P 72" WORK STATION SPECIALIST, ASH WENGE WS-21 62" WORK STATION - ASH WENGE WS-23 CABINET ASH WENGE B. XXX XXXXX DESIGNATES A UNIQUE MERCHANDISING NUMBER SYSTEM FOR ITEMS PROVIDED BY OWNER. REFER TO KEY BELOW: MILLWORK MILLWORK COMPONENT COMPONENT # DESCRIPTION BMA50013 BREAK ROOM LOCKERS BMA5150OMT TELLER LINE BMA51500STD TELLER LINE C. MERCHANDISING ELEMENTS MERCHANDISING MERCHANDISING ELEMENT ELEMENT DESCRIPTION PROJECT MANAGER TO VERIFY ALL FIXTURES, AND COORDINATE WITH VENDORS BEFORE PLACING FIXTURE ORDER. LEGEND NOT IN CONTRACT RRP RENOVATION 306 MAIN ST. EDMONDS, WA 98020 SERIAL NUM./MANH. ID: WA4-115 NRSP VERSION: 2.0 BULLETIN: 03-2020 ensler 1200 Sixth Avenue Tel 206.654.2100 Suite 500 Fax 206.654.2121 Seattle, WA 98101 United States A Date Description 04/24/2020 ISSUE FOR PERMIT 1 11/20/2020 CLIENT REVISIONS REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eri e Gu�v�t2r BUILDING OFFICIAL Dec 09 2020 APPROVED DATE REVISION Nov 24 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Seal / Signature 8961 C11X STATE OF VWMG= Project Name EDMONDS RRP Project Number 32.4596.002 Description FURNITURE PLAN Scale 1 /4" = 1'-011 CV Lf> CV V CD CV CD (V co (V FURNITURE PLAN SCALE: 1/4" = 1'-0" 01 FA111111i © 2020 Gensler SHEET NOTES BAN K OF AM ERICA4`4I CV O CV 0 CV Cn CV 107 EQ 9'-3" EQ ELEVATION - MEDIA WALL AND TELLER LINE FRONT SCALE: 1/2" = 1'-0" FILLER 2'-8"HOLD 2'-3" 2'-3" T-2" 2'-5" 1/2" i FOR FILES MW11 - TELLER WORK COUNTER ELEVATION SCALE: 1/2" = 1'-0" MW09 - FCAM ELEVATION SCALE: 1/2" = 1'-0" (A11.01) 21-511 L 10 +/-8'-10" MW11 - TELLER WORK COUNTER PLAN SCALE: 1/2" = 1'-0" v 0 CV MW09 - FCAM PLAN 16 SCALE: 1/2" = 1'-0" 7'-4" TYP. 11 TYP. TYP. 07 A00.20 03 ® o 0 0 0 0 F 5 5 5 5 37 43 43 37 43 37 43 37 39 5 40 O N O O O 1 o ELEVATION - TELLER -REAR SCALE: 1/2" = 1'-0" (A11.01 2'-6" TELLER LINE AND MW09 FCAM PLAN 11 SCALE: 1/2" = 1'-0" ELEVATION - COUPON BOOTH, MW04 SCALE: ALE: 1/2" = 1'-0" MW04 - COUPON BOOTH PLAN 08 SCALE: 1/2" = 1'-0" 01 WALL BASE AS SCHEDULE 02 CABINET LOCK PER SPECIFICATIONS 03 NEW PARTITION PER CONSTRUCTION PLAN 04 TELLER LINE MILLWORK PROVIDED AND INSTALLED BY IDX BANK'S VENDOR. G.C. TO COORDINATE INSTALL AND FINISH DIMENSIONS 05 GROMMET 06 INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA) DECAL 07 ARLINGTON #TVB613 13" WIDE RECESSED DOUBLE -GANG BOX 08 SAMSUNG 82 INCH MONITOR, PROVIDED BY DIVERSIFIED MEDIA GROUP 09 CHIEF LSTU "FIXED THINSTALL UNIVERSAL" TV MOUNT 10 EXISTING STRUCTURAL BEAM 11 EXISTING CEILING 12 EXISTING LIGHT FIXTURE 13 EXISTING SOFFIT BEYOND 0 U) 0 z U) X w A 01 GENERAL NOTES 02 w z o U_ w CV c7 w H Q z_ 0 ry O O U 03 A. FINISH THE INTERIOR OF ENCLOSED MILLWORK CABINETS WITH WHITE MELAMINE, UNLESS NOTED OTHERWISE. CABINETS WITH OPEN SHELVING TO BE PLASTIC LAMINATE, UNLESS NOTED OTHERWISE. B. ALL EXPOSED SURFACES OF MILLWORK TO BE PLASTIC LAMINATE, UNLESS NOTED OTHERWISE. C. PROVIDE A SIDE SPLASH FOR ALL MILLWORK COUNTERS THAT ABUT A WALL. RRP RENOVATION 306 MAIN ST. EDMONDS, WA 98020 SERIAL NUM./MANH. ID: WA4-115 NRSP VERSION: 2.0 BULLETIN: 03-2020 Gensler 1200 Sixth Avenue Tel 206.654.2100 Suite 500 Fax 206.654.2121 Seattle, WA 98101 United States Date Description 04/24/2020 ISSUE FOR PERMIT 1 11/20/2020 CLIENT REVISIONS REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eri,c/ BUILDING OFFICIAL Dec 09 2020 APPROVED DATE REVISION Nov 24 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Seal I Signature 5961 01STRAPD STATE OF MSMG= Project Name EDMONDS RRP Project Number 32.4596.002 Description INTERIOR ELEVATIONS - CENTRAL ZONE Scale AS INDICATED 0 122 3 M3 Al 1 n1 © 2020 Gensler SHEET NOTES BANK OF AM ERICA4`4I 4'-0" 3'-7" ELEVATION - BREAK ROOM WEST Q(`AI C. 110" - 1I n" 01 05 rO6 04 Al2.20 Al2.20 Y6D A12.20 15 13 -\ a 17 o o PL 7 r-1 I RECESSED TOE 2'-0" KICK UNDER CLR REFRIGERATOR 1" 2'-1" 10" 1'-3" 2'-6" 1" 6' -10" CLR EQ CE EQ 69 ° 6 O O O o o o O O O zo BMA50013 a, OXX M 4L O O 0 0 +/- 3' -11 " VERIFY W/ VENDOR ELEVATION - BREAK ROOM EAST SCALE: 1/2" = 1'-0" I, ELEVATION - WELLNESS NORTH SCALE: 1/2" = 1'-0" ELEVATION - WELLNESS WEST SCALE: 1/2" = 1'-0" 01 01 WALL BASE AS SCHEDULED. 02 MOUNTED ON 6" TALL X 18" WIDE PAINTED WOOD; TYP. GENERAL NOTES A. FINISH THE INTERIOR OF ENCLOSED MILLWORK CABINETS WITH WHITE MELAMINE, UNLESS NOTED OTHERWISE. CABINETS WITH OPEN SHELVING TO BE PLASTIC LAMINATE, UNLESS NOTED OTHERWISE. B. ALL EXPOSED SURFACES OF MILLWORK TO BE PLASTIC LAMINATE, UNLESS NOTED OTHERWISE. C. PROVIDE A SIDE SPLASH FOR ALL MILLWORK COUNTERS THAT ABUT A WALL. O O H 02 ELEVATION - BREAK ROOM NORTH O 7 ELEVATION - WELLNESS EAST SCALE. 1/2 = 1 -0 SCALE. 1/2 = 1 -0 03 LEGEND RRP RENOVATION 306 MAIN ST. EDMONDS, WA 98020 SERIAL NUM./MANH. ID: WA4-115 NRSP VERSION: 2.0 BULLETIN: 03-2020 Gensler 1200 Sixth Avenue Tel 206.654.2100 Suite 500 Fax 206.654.2121 Seattle, WA 98101 United States Date Description 04/24/2020 ISSUE FOR PERMIT 1 11/20/2020 CLIENT REVISIONS REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eri,� BUILDING OFFICIAL Dec 09 2020 Seal / Signature APPROVED DATE REVISION Nov 24 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 8961 AP-C11i: ,- �' STATE OF MSMG= Project Name EDMONDS RRP Project Number 32.4596.002 Description INTERIOR ELEVATIONS - BOH Scale 1/2 11 /211 = 1 1-0 11 N O CV O N Cn N A11.02 © 2020 Gensler P-LAM BACKSPLASH AS INDICATED ON ELEVATION (FULL -HEIGHT BACKSPLASH WHERE INDICATED ON ELEVATION) P-LAM TOP AND EDGE P-LAM DRAWER DRAWER GLIDES, TYPICAL INTERIOR OF CABINET FACED WITH WHITE MELAMINE DRAWER PULL PER SPECIFICATIONS WOOD SHIM P-LAM BASE SCRIBE TO FLOOR FINISHED FLOOR BASE CABINET WITH DRAWERS SCALE: 1 1/2" = 1'-0" 05 BASE CABINET WITH SHELF SCALE: 1 1/2" = 1'-0" BASE CABINET WITHOUT SHELF SCALE: 1 1/2" = 1'-O" 75 a N 0 N O CV co (V P-LAM BACKSPLASH AS INDICATED ON ELEVATION (FULL - HEIGHT BACKSPLASH WHERE INDICATED ON ELVATION ) P-LAM DOOR WITH PULL PER SPECIFICATIONS CABINET LOCK WHEN SCHEDULED 3" DOUG MOCKETT GROMMET ONLY WHERE INDICATED - SEE SPECIFICATIONS MANUAL P-LAM ADJUSTABLE SHELF ON PINS OPTIONAL BACKING NICKEL PLATED SHELF SUPPORT PEGS IN NICKEL SOCKET AT 4" O.C. INTERIOR OF CABINET FACED WITH MELAMINE ►n[0Z01-91I LA P-LAM BASE SCRIBE TO FLOOR P-LAM BACKSPLASH AS INDICATED ON ELEVATION (FULL -HEIGHT BACKSPLASH WHERE INDICATED ON ELEVATION) P-LAM COUNTER TOP 3" MOCKETT GROMMET WHERE NOTED IN PLAN - SEE SPECIFICATIONS MANUAL FOR COLOR/ FINISH PAINT FINISH TRIM TO MATCH ADJACENT WALL SCHEDULED PARTITION RECESSED TOE KICK WHERE PROVIDED ON ELEVATIONS SCHEDULED BASE (WHEN TOE KICK NOT PROVIDED) OPEN COUNTER SCALE: 1 1/2" = 1'-0" 01 '-LAM 3ACKSPLASH/SIDESPLASH aS INDICATED ON ELEVATION :-LAM COUNTER TOP, SELF -EDGE, SCRIBE TO WALL AND BAULK WITH COLOR TO MATCH -AMINATE OETAL ANGLE ON 30TH SIDES SAINT FINISH TRIM TO MATCH ADJACENT WALL '-LAM VERTICAL SUPPORT AS INDICATED )N ELEVATION SCHEDULED PARTITION SCHEDULED BASE OPEN COUNTER WITH TALL BACKSPLASH 06 SCALE: 1 1/2" = 1'-0" 3" MOCKETT GROMMET - SEE SPECIFICATIONS MANUAL SEE PLAN FOR COLOR/ FINISH ACKSPLASH AS 3„ / METAL ANGLE ED SUPPORTS AT ✓ATION (FULL -HEIGHT SIDES AND BAC SIDESPLASH 'LASH WHERE INDICATED N ✓ATION) = I i P-LAM P-LAM DOOR j o 0 WITH I I PULL PER I I I I - SPECIFICATIONS I I 5 00 CABINET LOCK WHEN SCHEDULED I I POWER STRIP 3" DOUG MOCKETT C° FIXED MDF Z GROMMET ONLY i PANEL WHERE INDICATED - SEE SPECIFICATIONS i w MANUAL FOR COLOR/ FRENCH CLEAT i i w w FINISH i w L J OPTIONAL BACKING LIGHT w WEIGHT MDF INTERIOR OF CABINET REMOVABLE FACED WITH MELAMINE PANEL WOOD SHIM P-LAM BASE VON] I_, _ , I SCRIBE TO FLOOR MODESTY PANEL 07 SCALE: 1 1/2" = 1'-0" MDF SUPPORT PANEL OPENING FRENCH CLEAT 02 03 LL HEIGHT P-LAM CKSPLASH CESSIBLE SINK AND JCET AS SCHEDULED AM TOP AND EDGE �ULATED PIPING AS QUIRED BY CODE -ATION OF WATER TER AND ALL JMBING MOVABLE PANEL HEDULED BASE SHEET NOTES GENERAL NOTES A. FINISH THE INTERIOR OF ENCLOSED MILLWORK CABINETS WITH WHITE MELAMINE, UNLESS NOTED OTHERWISE. CABINETS WITH OPEN SHELVING TO BE PLASTIC LAMINATE, UNLESS NOTED OTHERWISE. B. ALL EXPOSED SURFACES OF MILLWORK TO BE PLASTIC LAMINATE, UNLESS NOTED OTHERWISE. C. PROVIDE A SIDE SPLASH FOR ALL MILLWORK COUNTERS THAT ABUT A WALL. BANK OF AMERICA RRP RENOVATION 306 MAIN ST. EDMONDS, WA 98020 SERIAL NUM./MANH. ID: WA4-115 NRSP VERSION: 2.0 BULLETIN: 04-2019 Gensler 1200 Sixth Avenue Suite 500 Seattle, WA 98101 United States Tel 206.654.2100 Fax 206.654.2121 0 Date Description 04/24/2020 ISSUE FOR PERMIT REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eri e Gu�v�t2r BUILDING OFFICIAL Dec 09 2020 APPROVED DATE REVISION Nov 24 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Seal I Signature 8961 GIST RED ARCHITECT LMVIS CHU STATE OF : HTlft3wn Project Name EDMONDS RRP Project Number 32.4596.002 Description MILLWORK DETAILS Scale 1 1 /2" = 11-01 1 SINK WITH APRON SCALE: 1 1/2" = 14" X, A1210 © 2020 Gensler BAN K OF AM ERICArr� DOUBLE STUDS AT SIDES OF OPENINGS LINE OF CEILING, WHERE OCCURS BACKING PLATE SEE ADu ,.,"I, I DIAGRAMS 6" X 16 GA. STL. PLATE FASTEN FLUSH TO STUDS WITH (2) 8-18 WAFER HEAD SELF DRILLING SCREWS PER STUD. ALL BACKING TO SPAN MIN. THREE STUDS. DOUBLE STUDS @ \ SIDES OF OPNGS TYP. 20 GA. MIN. SCREW STUDS 206A - + + + NOTES: 1. EXTEND BACKING PLATES TO LAST STUD BEYOND FACE OF FIXTURE OR 2CPROVIDEYIZ/IETAL SLEEVES 3-#8 F.H.S.H.S. THROUGH WALL FINISH AT FIXTURE FASTENING, TYP. 3. SEE TYPICAL WALL FRAMING FOR GAUGE OF STUDS. 4. ALL BACKING PLATES SHALL BE 1" LONG SCREWED TO STUDS, TYP. 1/16 V 5. VERIFY LENGTH, HEIGHT., TYP. @ WEB OF LOCATION OF BACKING PLATE, BACKING PLATE AND NUMBER REO'D WITH TO STUD ACCESSORY MANUFACTURERS. 6. USE #12 SELF TAPPING SHEET METAL SCREWS WHEN ATTACHING ITEMS TO BACKING PLATE. 7. WALL STUD FLANGES ARE CONTINUOUS AT BACKING PLATE. SCHEDULED VCT SCHEDULED DOOR (WHERE OCCURS) TILE METAL EDGE STRIP AS SPECIFIED IN SPECIFICATIONS MANUAL SCHEDULED CERAMIC TILE BLOCKING DIAGRAM CERAMIC TILE TO VCT TRANSITION SCALE: 12" = V-0" 05 SCALE: 6" = V-0" 0 1 CENTRAL ZONE SINGLE POLE WITH PILOT LIGHT. I REFER TO ELECTRICAL SPECIFICATIONS WHITE RECEPTACLE BOX. - - REFER TO ELECTRICAL SPECIFICATIONS O I 0 0 r � I I I I I I I O I \ F_- -� I I L J I I - \ EO I r--1 TELLER LINE MILLWORK BY OTHERS \ TELLER \ LIGHT ON LIGHT OFF / UNDERCOUNTE R STEEL BY OTHERS. - HOLD-UP BUTTON BY OTHERS. ','VIEW LOOKING UP AT UNDERSIDE OF TELLER COUNTER— NOTE: COORDINATE HOLD-UP BUTTON LOCATION W/ \ OWNER VENDOR PRIOR TO INSTALLATION. TYPICAL TELLER SWITCH- PLAN VIEW SCALE: 1" = 14" 06 SCHEDULED CARPET SCHEDULED DOOR (WHERE OCCURS) C TILE ILL Iv_TAL EDGE STRIP AS SPECIFIED IN SPECIFICATIONS MANUAL CARPET TO CERAMIC TILE TRANSITION SCALE: 6" = 1'-0" SPECIFIED FLOOR COVER RECESSED FLOOR BOX GROUT AT JOINT POURED CONCRETE FLOOR 1/8" TILE 4 0 0 a a a,. SCHEDULED d.4. CARPET TRANSITION STRIP AS SPECIFIED IN SPECIFICATIONS MANUAL 02. SCHEDULED DOOR (WHERE OCCURS) SCHEDULED VCT FLOOR BOX INSTALLATION CARPET TO VCT TRANSITION SCALE: 3" = 1'-0" 07 SCALE: 6" = 1'-0" 03. SCHE[ WALK -OF EDGE TF SPECIF SPECIFICA Mi SCHE[ CE DOOR AND JAMB BEYOND -rMA KI C`ITIl, AI LY NTS. TY FLOOI ALUM. WA 1/8" UNIFORM JOINT TYPICAL JAMB FRAME RRP RENOVATION 306 MAIN ST. EDMONDS, WA 98020 SERIAL NUM./MANH. ID: WA4-115 NRSP VERSION: 2.0 BULLETIN: 04-2019 Gensler 1200 Sixth Avenue Tel 206.654.2100 Suite 500 Fax 206.654.2121 Seattle, WA 98101 United States 0 Date Description 04/24/2020 ISSUE FOR PERMIT REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eri& BUILDING OFFICIAL Dec 09 2020 APPROVED DATE REVISION Nov 24 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Seal / Signature ARcRITCfl Project Name EDMONDS RRP Project Number 32.4596.002 Description TYPICAL DETAILS Scale As indicated M CV ti CD CV CD CV co CV CERAMIC TILE TO WALK OFF MAT TRANSIT. WALK -OFF MAT TO TILE TRANSITION SCALE: 3" = V-0" 08 SCALE: 3" = 1'-0" 04 Al2m50 © 2020 Gensler STRUCTURAL NOTES DESIGN LOADS STATEMENT OF STRUCTURAL SPECIAL INSPECTIONS AND TESTING STRUCTURAL ABBREVIATIONS TABLE 2 -REQUIRED STRUCTURAL SPECIAL INSPECTIONS �1 BANK OF AM ERICArr4l EDMONDS RRP co O E w I Q O m / U) a� O z a� CD I m O x I—'0 O C- Q O U P I w O QI / O Cn m O — E< �X W O m Q x 4- Cn O m O E 00 W o QI O O O M O N 0-) O (D) N-) 0-) N O N I o O O O O N � C) C)X IZ ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION, AS AMENDED BY THE STATE OF WASHINGTON BUILDING CODE COUNCIL AND THE EDMONDS COMMUNITY DEVELOPMENT CODE. SEISMIC LOADS EARTHQUAKE DESIGN OF NONSTRUCTURAL COMPONENTS ARE BASED ON ASCE 7 SECTION 13.3 WITH THE FOLLOWING FACTORS: SITE CLASS D RISK CATEGORY II SEISMIC DESIGN CATEGORY D Ss = 1.270 g S 1 = 0.498 g Sds= 0.847 g Sd 1= 0.499 g GENERAL NOTES DEFERRED SUBMITTALS PER IBC SECTION 107.3.4.1, DRAWINGS AND CALCULATIONS FOR THE DESIGN AND FABRICATION OF ITEMS THAT ARE DESIGNED BY OTHERS SHALL BEAR THE SEAL AND SIGNATURE OF THE WASHINGTON STATE REGISTERED PROFESSIONAL ENGINEER WHO IS RESPONSIBLE FOR THE DESIGN AND SHALL BE SUBMITTED TO THE ARCHITECT AND THE BUILDING DEPARTMENT FOR REVIEW PRIOR TO FABRICATION. NONSTRUCTURAL COMPONENTS DESIGN, DETAILING AND ANCHORAGE OF ALL NONSTRUCTURAL COMPONENTS SHALL BE IN ACCORDANCE WITH IBC SECTION 1613 AND ASCE 7 CHAPTER 13. INSPECTION SPECIAL INSPECTION PER IBC CHAPTER 17 SHALL BE PERFORMED BY AN APPROVED TESTING AGENCY AS INDICATED IN THE STATEMENT OF SPECIAL INSPECTIONS AND TESTING. SPECIAL CONDITIONS CONTRACTOR SHALL VERIFY ALL LEVELS, DIMENSIONS, AND EXISTING CONDITIONS IN THE FIELD BEFORE PROCEEDING. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR FIELD CHANGES PRIOR TO INSTALLATION OR FABRICATION. IN CASE OF DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND THE DRAWINGS, THE CONTRACTOR SHALL OBTAIN DIRECTION FROM THE ARCHITECT BEFORE PROCEEDING. DIMENSIONS NOTED AS PLUS OR MINUS (±) INDICATE UNVERIFIED DIMENSIONS AND ARE APPROXIMATE. NOTIFY ARCHITECT IMMEDIATELY OF CONFLICTS OR EXCESSIVE VARIATIONS FROM INDICATED DIMENSIONS. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS --DO NOT SCALE DRAWINGS. DIMENSIONS OF EXISTING CONDITIONS MAY BE BASED ON RECORD DRAWINGS AND ARE TO BE FIELD -VERIFIED BY THE CONTRACTOR. NO REINFORCING BARS IN EXISTING CONSTRUCTION SHALL BE CUT UNLESS DIRECTED TO BY THE ARCHITECT OR AS SHOWN ON THE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. COLD -FORMED STEEL, NON -LOAD BEARING WALLS REFERENCE STANDARDS • IBC CHAPTER 22, SECTIONS 2210 AND 2211. • AISI S100 "NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS" • AISI S240 "NORTH AMERICAN SPECIFICATION FOR COLD -FORMED STEEL STRUCTURAL FRAMING" SUBMITTALS SUBMIT PRODUCT DATA AND PROOF OF ICC-ES OR IAPMO UES APPROVAL FOR FRAMING MEMBERS, FASTENERS, AND CONNECTION HARDWARE VALID FOR THE 2015 IBC. ALTERNATE MATERIALS WITH EQUIVALENT SIZE, SHAPE, STRENGTH AND STIFFNESS SHALL BE SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT. FRAMING MEMBERS COLD -FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SIZE, SHAPE, AND GRADE AS INDICATED ON THE DRAWINGS AND IN ACCORDANCE WITH THE STEEL STUD MANUFACTURER'S ASSOCIATION ICC EVALUATION REPORT ESR-3064P. STUDS AND TRACK ASTM A 1003, TYPE H 43 MIL AND THINNER, GRADE 33 54 MIL AND THICKER, GRADE 50 MISCELLANEOUS SHAPES (STRIPS, ASTM A 653, GRADE 50 SHEETS, ANGLES, BRIDGING) SHEET METAL SCREWS ASTM C 1513 FRAMING FASTENERS GRABBER WAFER HEAD SHEATHING SCREWS ASTM C954 OR ASTM C1002 WELDING ELECTRODES 70 KSI, USE LOW HYDROGEN WHEN WELDING TO STRUCTURAL STEEL GYPSUM BOARD ASTM C1396 FRAMING CONNECTORS CONNECTORS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY AS SPECIFIED IN CATALOG NO. C-CFS-15. PROVIDE THE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY THE MANUFACTURER UNLESS NOTED OTHERWISE. CONNECTORS ARE TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE FASTENERS IN EACH MEMBER SHEET METAL SCREWS FASTENERS SHALL BE SELF -DRILLING AND SHALL EXTEND THROUGH THE CONNECTION WITH A MINIMUM OF 3 EXPOSED THREADS. WELDING WELDING OF COLD -FORMED STEEL SHALL CONFORM TO AWS D1.3 AND SHALL BE PERFORMED BY AWS-WABO CERTIFIED WELDERS. GALVANIZING GALVANIZE ALL MEMBERS IN ACCORDANCE WITH ASTM A 653, G60. STUD PUNCHOUTS STUD PUNCHOUTS SHALL BE SPACED 24" OC AT MINIMUM. THE FIRST PUNCHOUT SHALL BE A MINIMUM OF 10" AWAY FROM THE ENDS OF EACH STUD. BUNDLED STUDS TWO STUDS IN A BOXED CONFIGURATION, OR STUD GROUPS OF 3 OR MORE MEMBERS, SHALL BE SHOP WELDED WITH 1/8" FLARE GROOVE WELDS x 1/2" LONG, BOTH SIDES AT 12" OC. INSULATION PROVIDE INSULATION IN BOXED OR BUILT-UP FRAMING MEMBERS AS REQUIRED BY THE ARCHITECTURAL DRAWINGS. FIELD CUTS AND NOTCHES FIELD CUTS OR NOTCHES OF ANY KIND ARE NOT PERMITTED IN EXTERIOR WALL COLD - FORMED STEEL MEMBERS. IF A FIELD CUT IS REQUIRED, THE CONTRACTOR SHALL RECEIVE DIRECTION FROM THE ARCHITECT PRIOR TO CUTTING. ANCHORS POST -INSTALLED ANCHORS PROVIDE POST -INSTALLED ANCHORS AS SPECIFIED IN THESE DRAWINGS. USE OF ALTERNATE PRODUCTS, OR OF POST -INSTALLED ANCHORS AT LOCATIONS NOT SHOWN IN THESE DRAWINGS, IS SUBJECT TO THE APPROVAL OF THE ARCHITECT. SUBMIT PROPOSED ANCHORS TO THE ARCHITECT WITH AN ICC-ES OR IAPMO LIES REPORT VALID FOR THE 2015 IBC. SUBMITTED ICC-ES AND IAPMO LIES REPORTS SHALL DEMONSTRATE THAT THE ANCHORS ARE SUITABLE FOR USE IN CRACKED CONCRETE. WHERE ANCHORS RESIST SEISMIC LOADS, SUBMITTED ICC-ES AND IAPMO LIES REPORTS SHALL DEMONSTRATE THAT THE ANCHORS ARE SUITABLE FOR THE RESISTANCE OF SEISMIC LOADS. ADHESIVES SHALL NOT BE INSTALLED PRIOR TO THE CONCRETE REACHING AN AGE OF 21 DAYS AS REQUIRED BY ACI 318. INSPECTION ADD'L ADDITIONAL IN INCH SYSTEM OR MATERIAL IBC CODE ODE OR STANDARD FREQUENCY (NOTE 6) REMARKS ADH ADHESIVE INFO INFORMATION REFERENCE REFERENCE CONTINUOUS PERIODIC AFF ABOVE FINISH FLOOR K KIP (1,000 LBS.) ANCH ANCHOR MAX MAXIMUM ARCH ARCHITECTURAL MECH MECHANICAL ARID ADHESIVE REINFORCING DOWEL MFR MANUFACTURER CONCRETE B/ BOTTOM OF MIN MINIMUM INSPECT ANCHORS POST -INSTALLED IN HARDENED CONCRETE MEMBERS: BLDG BUILDING MISC MISCELLANEOUS BLKG BLOCKING NOM NOMINAL ACI 355.4, ICC/IAPMO MECHANICAL ANCHORS AND ADHESIVE EVALUATION X ALL ANCHORS SHALL BE VISUALLY BM BEAM NS NEAR SIDE WAC 51-50-1705 - ANCHORS NOT DEFINED ABOVE. REPORT, ACI 318: (NOTE 7) INSPECTED BOT BOTTOM NTS NOT TO SCALE 17.8.2, 26.13.3 BTWN BETWEEN OC ON CENTER CFS COLD -FORMED STEEL OPNG OPENING CL CENTERLINE OPP OPPOSITE STATEMENT OF SPECIAL INSPECTION AND TESTING NOTES: CLG CEILING P POST CLR CLEAR PAF POWER ACTUATED FASTENER 1. SPECIAL INSPECTIONS SHALL CONFORM TO CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE (IBC) AND THE REFERENCE CODES AND STANDARDS COL COLUMN PL PLATE LISTED IN NOTE 2. REFER TO TABLE 1 FOR SPECIAL INSPECTION. CONC CONCRETE PLWD PLYWOOD CONN CONNECTION PSF POUNDS PER SQUARE FOOT 2. REFERENCE CODES AND STANDARDS ARE AS FOLLOWS: CONST CONSTRUCTION PSI POUNDS PER SQUARE INCH CONT CONTINUOUS RCP REFLECTED CEILING PLAN IBC 2015 CONTR CONTRACTOR REINF REINFORCING ACI 318-14 COORD COORDINATE REQ'D REQUIRED ASTM CURRENT EDITION CTR CENTER RO ROUGH OPENING DBL DOUBLE SCHED SCHEDULE DET DETAIL SECT SECTION 3. SPECIAL INSPECTIONS AND ASSOCIATED TESTING SHALL BE PERFORMED BY AN APPROVED QUALIFIED TESTING AND INSPECTING AGENCY MEETING THE REQUIREMENTS OF ASTM E 329 (MATERIALS) AND ASTM C 1077 (CONCRETE). THE TESTING AND INSPECTING AGENCY SHALL FURNISH TO THE DIA DIAMETER SHT SHEET ARCHITECT A COPY OF THEIR SCOPE OF ACCREDITATION. SPECIAL INSPECTORS SHALL BE CERTIFIED BY THE BUILDING OFFICIAL. DIAG DIAGONAL SHTG SHEATHING DWG DRAWING SIM SIMILAR DWL DOWEL SQ SQUARE 4. THE SPECIAL INSPECTOR SHALL OBSERVE THE INDICATED WORK FOR COMPLIANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. ALL EA EACH SS STAINLESS STEEL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION AND NOTED IN THE INSPECTION REPORTS. ISSUES REQUIRING IMMEDIATE CORRECTIVE ACTIONS OR ENGINEERING INPUT ARE TO BE BROUGHT TO THE ENGINEER'S ATTENTION IMMEDIATELY UPON EF EACH FACE ST SUSTAINED TENSION ANCHOR DISCOVERY. EL ELEVATION STD STANDARD ELECT ELECTRICAL STL STEEL 5. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING OFFICIAL, ARCHITECT, CONTRACTOR, AND EQ EQUAL STRUCT STRUCTURAL OWNER. THE TESTING AND INSPECTING AGENCY SHALL SUBMIT A FINAL REPORT STATING THAT THE WORK REQUIRING SPECIAL INSPECTION WAS EQUIP EQUIPMENT T&B TOP AND BOTTOM INSPECTED AND IS IN CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS AND THAT ALL DISCREPANCIES NOTED IN THE INSPECTION ES EACH SIDE T/ TOP OF REPORTS HAVE BEEN CORRECTED. EW EACH WAY TB TABLE EX EXISTING THK THICK(NESS) 6. CONTINUOUS SPECIAL INSPECTION: SPECIAL INSPECTION BY THE SPECIAL INSPECTOR WHO IS PRESENT WHEN AND WHERE THE WORK TO BE EXP EXPANSION THRU THROUGH INSPECTED IS BEING PERFORMED. PERIODIC SPECIAL INSPECTION: SPECIAL INSPECTION BY THE SPECIAL INSPECTOR WHO IS INTERMITTENTLY EXT EXTERIOR TYP TYPICAL PRESENT WHERE THE WORK TO BE INSPECTED HAS BEEN OR IS BEING PERFORMED. F FAHRENHEIT LINO UNLESS NOTED OTHERWISE FDN FOUNDATION VERT VERTICAL 7. WHERE PERIODIC INSPECTION IS ALLOWED IN ACCORDANCE WITH THE ANCHOR ICC/IAPMO EVALUATION REPORT, INSPECTIONS SHALL BE AS FOLLOWS: FF FINISH FLOOR VIF VERIFY IN FIELD - FOR ALL ANCHORS, PRIOR TO CONCEALMENT, VERIFY: ANCHOR TYPE, ANCHOR DIMENSIONS, ANCHOR SPACING AND EDGE DISTANCE. FIN FINISH W/ WITH - FOR EACH ANCHOR TYPE AND SIZE, INSPECTOR SHALL BE ONSITE TO CONTINUOUSLY INSPECT A MINIMUM OF THE FIRST 10 ANCHORS INSTALLED FLR FLOOR W/O WITHOUT BY EACH INSTALLER FOR CONFORMANCE WITH ICC/IAPMO EVALUATION REPORT. PROVIDED ALL ANCHORS ARE INSTALLED CORRECTLY PER FOB FACE OF BUILDING MANUFACTURER'S INSTRUCTIONS, PROVIDE PERIODIC INSPECTION ON A MINIMUM OF 10% OF THE REMAINING ANCHORS BY EACH INSTALLER. FS FAR SIDE NON -COMPLIANT ANCHORS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD FOR REVIEW AND SHALL BE BROUGHT INTO FT FEET COMPLIANCE BY EITHER TESTING OR RE -INSTALLATION. FTG FOOTING - INSPECTION REPORTS SHALL IDENTIFY NAMES OF INSTALLERS. - SPECIAL INSPECTOR SHALL PROVIDE DOCUMENTATION AT THE END OF ANCHOR INSTALLATIONS STATING THAT THE MINIMUM NUMBER OF GA GAUGE ANCHORS WERE INSPECTED. GALV GALVANIZED GWB GYPSUM WALL BOARD HORIZ HORIZONTAL IBC INTERNATIONAL BUILDING CODE STRUCTURAL DRAWING SYMBOLS GENERAL SYMBOLS NORTH ARROW STANDARD SECTION CUTS ELEVATION OF WALL WALL AT THIS LEVEL DRAWING LIST S01.01 STRUCTURAL NOTES, ABBREVIATIONS, DRAWING SYMBOLS, STATEMENT OF SPECIAL INSPECTIONS, AND DRAWING LIST S02.01 STRUCTURAL CONSTRUCTION PLAN SO4.01 STRUCTURAL DETAILS 306 MAIN ST. EDMONDS, WA 98020 SERIAL NUM./MANH. ID: WA4-115 DESIGNATION: NRSPVERSION: 2.0 BULLETIN: 4-2019 Gensler 2101 Webster Street Suite 2000 Oakland, CA 94612 United States Tel 510.625.7400 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com 0 Date Description 04/24/2020 ISSUE FOR PERMIT A 11/20/2020 CLIENT REVISIONS REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eri e Gu�v�t2r BUILDING OFFICIAL Dec 09 2020 APPROVED DATE REVISION Nov 24 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Seal / Signature Project Name BANK OF AMERICA EDMONDS Project Number 2000098 Description STRUCTURAL NOTES, ABBREVIATIONS, DRAWING SYMBOLS AND DRAWING LIST Scale AS SHOWN S01001 © 2018 Gensler �1 BANK OF AM ERICArr4l EDMONDS RRP Im E n O r0 N r� O I O N O N N O z _1 0 O I 0) O N O U) I co O E w I Q O m m / x � X U 0 _U 0- O I E W O Q / 4- 0 Q m U — o O 1 - o co Q O = E Q O X W O m Q X U) O 70 mC_ O 1 F 0 W o QI O O O M O N / O � � 0-) N 0 O N I O Qj O O O O N � (D � 0 O X I LOCATION SHEATHING TYPE FASTENERS AT INTERMEDIATE FRAMING PANEL EDGE FASTENERS HOLD-DOWN BOTTOM TRACK FASTENERS SHEAR WALL SCHEDULE SCHEDULE NON -BEARING 1/2" GYPSUM BOARD #8 SCREW @ 12" OC #8 SCREW @ 8" OC SIMPSON S/LTT20 W/ 1/2"0 SIMPSON FRONG-BOLT 2. 2 3/4" NOMINAL EMBE PER TYP STUD FASTENING SCHEDULE SCHEDULE NOTES: 1. WHERE NOT SPECIFIED, WALL PER TYP SCHEDULE. SPECIAL NON -BEARING 15/32 STRUCT 1 SHEATHING #8 SCREW @ 12" OC #8 SCREW @ 6" OC SIMPSON S/LTT20 W/ 1/2"0 SIMPSON TRONG-BOLT 2, 2 3/4" NOMINAL EMBED RCKW5 & RCKW5.5S @ 32" OC MAX W/ (2) 1 /2" 0 SIMPSON STRONG -BOLT 2, 2 3/4" NOMINAL EMBED, #8 SCREW TO TRACK @ OTHER STUDS NOTES LOCATION NON -BEARING SHEAR WALL -- JAMB STUD -- HEADER SILL COMPRESSION STUD TOPTRACK BOTTOM TRACK TYPICAL PARTIAL HEIGHT WALL STUD SCHEDULE MAX HEIGHT OR WIDTH 9'-0" 6'-0" ROUGH OPENING 6'-0" ROUGH OPENING 6'-0" ROUGH OPENING 9'-0" 9'-0" CONSTRUCTION PLAN 1 /4" SECTION 362S162-43 @ 16" OC MAX S200-54 S200-54 + (2) T150-54 T200-54 (2) S162-54 PER DETAIL PER DETAIL NOTES REF 7/SO4.01 FOR DETAIL BACK-TO-BACK REF 14/S0401 FOR DETAIL REF 4/SO4.01 FOR DETAIL SHEET NOTES: 1. REFERENCE DRAWINGS: S01.01 STRUCTURAL NOTES, STATEMENT OF SPECIAL INSPECTIONS, SYMBOLS ABBREVIATIONS AND DRAWING LIST SO4.OX DETAILS 2. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND STUD WALL DEPTH, 3 5/8" MIN STUD DEPTH. 3. VERIFY EXISTING CONSTRUCTION IN FIELD PRIOR TO FABRICATION. NOTIFY ARCHITECT IF EXISTING CONDITIONS DIFFER FROM THOSE SHOWN ON DRAWINGS. 4. ASSUMED MINIMUM EXISTING CONCRETE SLAB THICKNESS IS 5". CONTRACTOR TO VERIFY IN FIELD. 5. < INDICATES SHEAR WALL HOLD-DOWN PER DETAIL 13/SO4.01. 6. 1D INDICATES NON -BEARING SHEAR WALL PER DETAIL 13/SO4.01. 2 INDICATES SPECIAL NON -BEARING SHEAR WALL PER DETAIL 13/SO4.01. DINDICATES NON -BEARING WALL PER DETAIL 4/SO4.01. DINDICATES FULL -HEIGHT NON -BEARING WALL PER ARCH LOCATION STUD -TO -TRACK BACK-TO-BACK STUDS bU I I KAUK TYPICAL STUD FASTENING SCHEDULE FASTENERS NOTES #8 SCREWS EACH FLANGE FLANGE WIDTH S200 OR LESS (2) #8 SCREWS EACH FLANGE FLANGE WIDTH S250 OR GREATER (2) #8 SCREWS @ 24" OC, 1 1/2" GAUGE WEB FASTENING (2) 1 1/4" EMBED PAF @ 24" OC BOT TRACK TO EX CONIC SCHEDULE NOTES: 1. FOR STUD FRAMING AT WALL CORNER, SEE 12/SO4.01. 2. TRACK SHALL MATCH STUD WIDTH UNLESS NOTED OTHERWISE. 306 MAIN ST. EDMONDS, WA 98020 SERIAL NUM./MANH. ID: WA4-115 DESIGNATION: NRSPVERSION: 2.0 BULLETIN: 4-2019 Gensler 2101 Webster Street Suite 2000 Oakland, CA 94612 United States Tel 510.625.7400 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com 0 Date Description 04/24/2020 ISSUE FOR PERMIT A 11/20/2020 CLIENT REVISIONS REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eri e Gu�v�t2r BUILDING OFFICIAL Dec 09 2020 APPROVED DATE REVISION Nov 24 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Seal 1 Signature Project Name BANK OF AMERICA EDMONDS Project Number 2000098 Description STRUCTURAL CONSTRUCTION PLAN Scale 1 /411 - 1'-0" 0 1 2 4 8 S0101 © 2018 Gensler EX STUD WALL, IF NO STUD OCCURS AT INTERSECTION, INSTALL NEW EX BLDG COL EXISTING CONIC STUDS PER TYP DETAILS WALL JAMB STUDS PER 1/SO4.01 AND 5/SO4.01 71 TOP TRACK PER I 1 1-1/2x1-1/2x54 1-1/2x1-1/2x54 I I 14/SO4.01 WALL STUDS PER PLAN #8 SCREW 2" OC @ MILx(STUD MILx(STUD I I WIDTH-1/2") ANGLE WIDTH-1/2") ANGLE I I TO EX COL, (3) MIN W/ (3) #8 SCREWS W/ (3) #8 SCREWS I I HEADER PER HORIZ LEG EACH LEG I I PLAN e o I I 0 0 0 0 7 7 04.0 04.0 0 1 O1,° O O O 0 O 1/2" O SIMPSON TITEN HD, 3 1/2" NOMINAL EMBED WALL STUD WALL STUD WALL STUD SILL PER S02.01 8 x 0 0 4.0 WALL STUD W/ -�i WALL STUD W/ (2) #8 SCREW (2) 1 1/4" EMBED @ 24" OC PAF @ 24" OC BOTTOM LIP WALL STUD W/ TRACK BRIDGING PER #8 SCREW @ 12" 5 5 9/SO4.01, TYP OC TO EX COL 04.0 04.0 THREE PIECE TRACK TO EX THREE PIECE TRACK TO EX CONC OR CMU CONNECTION CFS OR WOOD CONNECTION WINDOW OPENINGS DOOR OPENINGS TYPICAL WALL SCALE: TYPICAL NON -BEARING WALL END AT SCALE: 2- SCALE: 4 NON -BEARING WALL CONN TO EX COLUMN NO SCALE NO SCALE TYPICAL NON -BEARING BEARING STUD WALL ELEVATION NO SCALE EXISTING WALLKPFF KPFF K0000 SO4.O1 KPFF K0000 SO4.O1 K0000 SO4.01 IL J I I I END OF WALL PER PLAN 1 I 1 JAMB STUD x I I � I (2) 60OS162-68 STUDS, o 1-1/2x1-1/2x54 1 MILx(STUD 1 O 0 O Q 1 (2) 600T150-68 TRACKS JAMB STUD SILL PER WIDTH-1/2") ANGLE I SIMPSON RCKW3 & WALL STUD PLAN W/ (3) #8 SCREWS I EACH LEG I RCKW3S W/ (1) 1/2"0 SIMPSON STRONG -BOLT 2, I I I I I BUILT-UP IJAMB 2 3/4" NOMINAL EMBED I I I I I (2) #8 SCREWS I ° ° I I I STUD 1 2" 1 @ 24" OC 1 I I I WHERE I I I BUILT-UP I I I OCCURS ° - J JAMB STUD I I I I I I o SCREWS AT 6" OC, TYF�_ 0 0 1 WHERE I I WALL STUD I 0 0 ° HEADER #8 SCREWS 1 OCCURS I I 6" LONG °F �1� z PER PLAN @ 24" OC, 1-1/2x1-1/2x54 MILx(STUD 1 1 STUD - L-- L-- TYP WIDTH-1/2") ANGLE TOP SECTION - WALL BOTTOM TRACK BOTTOM TRACK PER Q 0 Q o Q INSULATE AS REQ'D & BOT W/ (3) #8 SCREWS PER ARCHITECTURAL EACH LEG, TYP W/ (4) #8 SCREWS OPENING FASTENING PER 4/SO4.01 SCHEDULE WALL STUD PER PLAN, STUDS DRAWINGS ONE PIECE SILL TO JAMB TO BE FULLY SEATED IN JAMB STUD TRACK, MAX 1/16" GAP SIMPSON RCKW5 & RCKW5.5S W/ (2) 1/2"0 SIMPSON STRONG -BOLT 2, 2 THREE PIECE THREE PIECE HEADER ONE PIECE SILL JAMB CONNECTIONSTUD ONE PIECE JAMB STUD 3/4" NOMINAL EMBED, EA SIDE OF HEADER SECTION JAMB CONNECTION THE POST NOTES: 1. LOCATE REINFORCING PRIOR TO INSTALLING CONCRETE SCREW ANCHORS. SCALE: 5 SCALE: 6 SCALE: 7 SCALE: 8 TYPICAL NON -BEARING WALL JAMB STUD NO SCALE BUILT-UP CFS BASE PLATE NO SCALE TYPICAL NON -BEARING WALL HEADER NO SCALE TYPICAL NON -BEARING WALL SILL NO SCALE KPFF K0000 SO4.01 KPFF K0000 SO4.01 KPFF K0000 SO4.01 KPFF K0000 SO4.01 BLOCKING TO MATCH STUD SIZE HOLD-DOWN PER 1 WALL STUDS PLAN 1/2" � o� OVERLAP TRACKS AT WALL ° CORNERS AND o I T-INTERSECTIONS WALL STUDS WALL STUDS #10 SCREWS @ 8" OC, TYP 1-1/2x54 MILx(STUD WIDTH-2") 1-1/2x1-1/2x54 MILx(STUD WIDTH-1/2") 0 ANGLE W/ (2) #8 SCREWS EA LEG ANGLE W/ (2) #8 SCREWS EA LEG NOTES: HOLD-DOWN PER 1. ALTERNATE ANGLE CLIP POSITION ABOVE AND BELOW BLOCKING IN ADJACENT PLAN STUD BAYS AS REQUIRED TO AID CONSTRUCTABILITY OF ANGLE CLIP FASTENERS. SCALE: 9 TYPICAL BLOCKING DETAIL 1/4"=1.-0" ° ° STUD OR TRACK KPFF K0000 SO4.01 o \ o i �\ \ PANEL EDGE FASTENERS, FASTENING AT TYP INTERMEDIATE FRAMING, / / \ o\ TYP \ o � ............ ........... ...... .............. ......... ................ STAGGER JOINTS IF 0 o TRACK TRACK ORIENTING PANELS \ \ \ HORIZONTALLY \ \ BLOCKING AT PANEL EDGES TO MATCH STUD SIZE TYP \ (4) #10 \ \ SCREWS TL PANEL EDGE FASTENERS AT COMPRESSION STUDS, DISTRIBUTE EQUALLY OVER ALL STUDS IN TYPICAL NON -BEARING WALL TOP SCALE: '-' 1 SCALE: '-' 12 BUILT-UP SECTION, TYP '/4 -' -° TYPICAL PARTITION INTERSECTION FRAMING 3/4 -1 -0 TRACK AT CORNERS KPFF K0000 SO4.01 KPFF K0000 SO4.01 - - - - - - - - - COMPRESSION STUDS AT S162 NESTED STUD HOLD-DOWN PER PLAN, TYP TO MATCH TOP TRACK GAUGE SHEAR WALL SHEATHING (3) #10 SCREWS, TYP EA SIDE OF SPLICE ° • • .. ...... ....................... ............. ................... 9MI .... TOP CLOSURE ° HOLD-DOWN PER PLAN, PER ARCH II PANEL EDGE II TYP FASTENERS o \\�� (2) 362S162-54 STUDS, DETAIL 2 O 362T150-54 TRACKS COMPRESSION TYP TRACK ° ° UU STUDS PER SCHEDULE BACK TO BACK o 0 362T150-54 TRACKS 11 I i #8 SCREWS @ I i II 16" OC, TYP I (2) #8 SCREWS HOLD-DOWN A HOLD-DOWN PER @ 16" OC PER PLAN PLAN TOP TRACK PER PLAN I O I ANCHOR ROD I I NOTES: COMPRESSION I BOTTOM TRACK 1. BEAM IS CONTINUOUS OVER STUDS PER I NOTES: INTERMEDIATE WALLS PLAN 1 � � 1. TOP TRACK CONDITION SHOWN, BOTTOM 2. REFER TO 15/SO4.01 FOR STAGGERED I WALL STUD TRACK SPLICE IS SIMILAR. SPLICE REQUIREMENTS 2. TOP & BOTTOM TRACK SPLICES SHALL BE SECTION A STAGGERED 4'-0" MIN. 3. LOCATE SPLICES WITHIN 3'-0" OF T/SLAB INTERSECTION W/ PERP WALL M M 1 0 DETAIL TYPICAL NON -BEARING SHEAR WALL SCALE: 13 TYPICAL NON -BEARING WALL TOP SCALE: 14 SC 15)TOP SC (16 SCALEKOOOO NO SCALE TYPICAL TOP TRACK SPLICE NO SCALE TRACK BOXED BEAM NO SCALE FASTENING AND HOLD-DOWNS TRACK AND STUD KPFF SO4.01 KPFF K0000 SO4.O1 KPFF K0000 S KPFF K0000 S z- BANK OF AM ERICA'4�l EDMONDS RRP 306 MAIN ST. EDMONDS, WA 98020 SERIAL NUM./MANH. ID: WA4-115 DESIGNATION: NRSP VERSION: 2.0 BULLETIN: 4-2019 Gensler 2101 Webster Street Suite 2000 Oakland, CA 94612 United States 0 Date Description Tel 510.625.7400 1601 Sth Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com 04/24/2020 ISSUE FOR PERMIT Q 11/20/2020 CLIENT REVISIONS REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eri e Gu�v�t2r BUILDING OFFICIAL Dec 09 2020 APPROVED DATE REVISION Nov 24 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Seal / Signature Project Name BANK OF AMERICA EDMONDS Project Number 2000098 Description STRUCTURAL DETAILS Scale AS SHOWN � SO4.01 © 2018 Gensler Product Line: BANK OF AMERICA - EDMONDS Not To Scale 3-D VIEW OF PLAN Not To Scale BANK OF AMERICA - EDMONDS PROJECT INFORMATION Seismic: Required Ceiling Height: 8'0" Ceiling Channel Type: Cornice Fastener Type: NA Panel Type: Front: PW Full Glass Glass: 1/4" Clear Tempered Glass Demising Wall :Privacy Wall Solid Walls Frame Finish: 4743 Mineral Metallic Tile Finish: 5999-3468U-803 Gamut Unfinished: Pebble; Vertical/Woven Way Seals and Insulation: Door Type: Slider door Glass: All Glass Slider Doors Glass: 1 /4" Clear Tempered Glass Door Hardware Information: Provided By: Steelcase Inc. Hardware Type: Steelcase Standard Lockset for Slider Doors Mortising: Finish: Satin Chrome Special Hardware: None Power: Type: 4-Circuit 3+1 Location: Base/ADA Infeed Type: Hardwire/Modular/Bottom Infeed Special Conditions: None (enter any additional information) Frame finish: 4743: Mineral Metallic Panel finish: 5999-3468U-803 Gamut Unfinished: Pebble; Vertical/Woven Way Glass finish: 6500: Clear Glass LINEAR FOOTAGE LEGEND Linear Footage Legend Privacy Wall Solid Hollow Core Panel 8410" Privacy Wall Solid Enh Core Panel 0" Privacy Wall Glass Panel 0" Privacy Wall Clerestory Panel 0" Privacy Wall Swing Door 0" Privacy Wall Slider Door 3314" Glass Selections Glass Panel 0" Glass Selections Glass Frame and Glass Kit 0" Glass Selections Clerestory Panel 0" Glass Selections Swing Door 0" Glass Selections Slider Door 0" Privacy Wall and GS Junctions and Mini -Ends 47.78" LSG - Wall 0" LSG - Privacy Wall Swing Door 0" LSG - Glass Selections Swing Door 0" LSG - Glass Selections Slider Door 0" Total Linear Footage 121'11.79" Total Privacy Wall/Glass Selections 50 PW SYMBOLS PRIVACY WALL PANEL LEGEND LABELS *48/96 *=W FOR PRIVACY WALL =GS FOR GLASS SELECTIONS 48=WIDTH 96=WIDTH *: W/48/96 *=SPCL: FOR SPECIAL W/48*/96 *= M FOR MODULAR W/48/96 CUT SOLID WALL W/48/96-C CLERESTORY W/48/96-** GLASS WALL WITH LITES T = 2 TRANSOM ALIGNED LITES 3E = 3 EQUAL LITES 4E = 4 EQUAL LITES T = 4 TRANSOM ALIGNED LITES Wc* WC = WALL CHANNEL = 1 FOR WC1 0/4" TO 1/2") = 2 FOR WC2 (3/8" TO 1-5/16") = 3 FOR WC3 (3/8" TO 3-1/16") ME* ME = MINI -END = S FOR SMALL (1-1/2" TO 2- 1/8") = M FOR MEDIUM (2-1/8" TO 3-1/2") = L FOR LARGE (3-1/2" TO 6") ADAPTERS AND POSTS A* P* A* = ADAPTER P* = POST *=LFOR L *=TFOR T *=XFORX * = I FOR IN -LINE = E FOR FINISHED END ADAPTER PRIVACY WALL ELECTRICAL LEGEND ELEVATION ZONES BASE HEIGHT POWER15AMP POWER 20 AMP PCOMMUNICATION MODULAR POWER A* A=LINE = I FOR ISSOLATED GIRD (SYSTEM STD) HM36 ODULAR HARNESS, 36 = LENGTH MW Project No: 208103 Project Manager: Anthony Quinata Account Manager: Bianca Arcilo Designer: Abby Lavine Phone No: SHEET INDEX PG.# I TITLE 0.0 Cover Sheet 2.1 Floor Plan 3.1-3.2 Elevations 3.3 Electrical Elevations 4.1-4.4 Details CLIENT APPROVAL ❑ APPROVED ❑ APPROVED AS NOTED ❑ REVISE & RESUBMIT APPROVED BY & DATE: SHOP DRAWING GENERAL NOTES 1. All dimensions are center to center unless otherwise noted on the drawing 2. All Floors, ceilings and adjacent walls must be finished prior to commencement of Installation 3. All material will be provided per the specified finishes and styles indicated on these drawings. Any changes in scope may result in additional cost and schedule impact. 4. Product will not be released for manufacturing until these drawings have been approved and field dimensions have been taken. In the event field dimensions cannot be taken and the customer agrees to use hold to dimensions, customer acknowledges said dimensions shall match all approved dimensions on these shop drawings. 5. Any factory cutouts that need provided, shall be located and dimensioned by the owner/architect on these shop drawings. In the event additional cutouts are required, those will be done in the field at additional cost and schedule impact. 6. The final termination of all power will be provided by others. Any power, data, thermostat, low voltage, etc. that will be added in Steelcase walls must be coordinated/sequenced with the wall schedule. Additional labor will be incurred if separate schedule is required. 7. Voice Data, Audiovisual (V/D, AV) T-Stat or other wiring will be provided by others. Coordination of these devices and wires shall be done by others in conjunction with the Steelcase or Dealer's P.M. 8. All symbols, shading or hatching in no way represents the actual appearance of the product material. Finish samples are available upon request. 9. In a seismic area, the seismic bracing requirements, associated engineering calculations and permitting are the responsibility of the structural engineer of record. (OPTIONAL) 10. The only material supplied by Steelcase is the product in the Bill of Materials from the layout requested. one U) 0 Z 5O G 0 L L1 le LL1 W Woo Ln CV oo U) VJ Z �z (n z coo � LU LU W > U ENGINEERING STAMP EXPIRES: 9/17/2022 REVISIONS REV DWN DATE 1 BU 13-Mar-20 2 ES 16-Mar-20 3 AL 4/23/2020 4 AL 4/27/2020 5 AL 4/28/2020 6 AL 11 /9/2020 REVISION Nov 24 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Page No: V 0 Q W Q a_ 75 U) n 0 W one L-A workplace s<02 M - TYP.� _ _ _ = = 07 co08 w' W TYRE _i = � U ao I w Q0 rn � rn rn rn Cn Q Q Q OFFICE Q OFFICE (SB Q OFFICE (HL) Q U......— _ = SEATING _ = 122 n _ = 123 # 124— 00 n N V 60 N J 60 A O N „! O N LO J Ln � ��-2 r .... M M cn M M— M 2 rn LL C T U- rn LL rn U- LL U LL U) O O O O O O _ U U U U U U Z L ° OFFICE U) OFFICE � U � � u O -j 153 120 121 Z LID Q (0 coK1�TYP. � w W J � W � SPCL: W38/96 SPCL: W38/96 SPCL: W38/96 W 96/7EM :1CdS SPC : W23 96 Q U) 78-5/8" 114-5/8" 105-5/8" 120-5/8" 120-5/8" 120-5/8" 70-0" LIJ Z CL TO FF CL TO CL CL TO CL CL TO CL CL TO CL CL TO CL CL TO FF G o : O 4 Q M0 O t5� � p J LL Z Q m N W L.L CENTRAL ZONE 101 ENGINEERING STAMP 06 ��igTIANsT wAS�j�o�� G A11.01�� Q W VA �� w Q - - - T 48474 AL 01 0NAL 07 EXPIRES:911712D22 a REVISIONS FLOOR PLAN REV DWN DATE 1 BU 13-Mar-20 Scale: 3/8" = 1'-0" 2 ES 16-Mar-20 3 AL 4/23/2020 4 AL 4/27/2020 Linear Footage Legend NOTES 5 AL 4/28/2020 6 AL 11 /9/2020 REVISION Nov 24 2020 CITY OF EDMONDS DEPARTMENT Page No: Privacy Wall Solid Hollow Core Panel 84'0" Privacy Wall Solid Enh Core Panel Oil Privac Wall Glass Panel Oil Privac Wall Clerestory Panel Oil Privac Wall Swing Door off Wall Slider Door 33'4" Glass Selections Glass Panel Oil Glass Selections Glass Frame and Glass Kit DEVELOPMENT SERVICES Oil Selections Clerestory Panel OilGlass Selections Swing Door oilGlass Selections Slider Door oil Privac Wall and GS Junctions and Mini -Ends 47 .78" LSG -Wall offLSG -Privac Wall Swing Door oilLSG -Glass Selections Swing Door oilLSG -Glass Selections Slider Door oilTotal Linear Footage 121'11.79" V�2 ■ 1 Total Privacy Wall/Glass Selections 50 7360 7360 7mn 7360 7360 7mn 59DB-3468U-808 59DB-3468U-808 59DB-3468U-808 96.0000" H 3.0625" W b n SPCL 96.0000" H SPCL 96.0000" H C/24H SPCL 96.0000" H 45.0000" W 45.0000" W 38.0000" W Elevation BI 59DB-3468U-808 59DB-3468U-808 59DB-3468U-808 96.0000" H 3.0625" W C/24 b SPCL SPCL SPCL 96.0000" H 96.0000" H 96.0000" H 38.0000" W 45.0000" W 45.0000" W Gai 2 Elevation BJ 736n 7,iFn 59DB-3468U-808 59DB-3468U-808 59DB-3468U-808 96.0000" H 3.0625" W b n SPCL 96.0000" H SPCL 96.0000" H C/24H SPCL 96.0000" H 45.0000" W 45.0000" W 38.0000" W Elevation BO 59DB-3468U-808 59DB-3468 96.0000" H 2.6250" W SPCL 96.0000" H SPCL 96.0000" H 45.0000" W 26.0000" W Elevation BU 7360 7360 U 8 59DB-3468U-808 59DB-3468U-808 59DB-3468U-808 96.0000" H 3.0625" W C124 b SPCL SPCL SPCL 96.0000" H 96.0000" H 96.0000" H 38.0000" W 45.0000" W 45.0000" W 1 2 Elevation BP 5 B-3468U-808 59DB-3468U-808 96.0000" H 2.6250" W 'p SPCL SPCL " 96.0000" H 96.0000" H 26.0000" W 45.0000" W Elevation BV 59DB-3468U-808 6500 o SPCL 96.0000" H n 96.0000" H 80 000" W 38.0000" W Elevation CA ELEVATIONS Scale: 3/8" = 1'-0" 59DB-3468U-808 59DB-3468U-808 59DB-3468U-808 96.0000" H 3.0625" W D 6 n SPCL 96.0000" H SPCL 96.0000" H C/24H SPCL 96.0000" H 45.0000" W 45.0000" W 38.0000" W Elevation BK 59DB-3468U-808 59DB-3468U-808 59DB-3468U-808 96.0000" H 3.0625" W C/24 SPCL SPCL SPCL n 96.0000" H 96.0000" H 96.0000" H 38.0000" W 45.0000" W 45.0000" W k72 00 00 Elevation BL 7'zAn 7,iFn 59DB-3468U-808 59DB-3468U-808 59DB-3468U-808 96.0000" H 3.0625" W D b SPCL 96.0000" H SPCL 96.0000" H C/24H SPCL 96.0000" H 45.0000" W 45.0000" W 38.0000" W 59DB-3468U-808 6500 p SPCL 96.0000" H n 96.0000" H 80 000" W 32.0000" W Elevation BW 59DB-3468U-808 6500 p 96. 80.0 00" H 0" W SPCL 96.0000" H 38.0000" W Elevation CB Elevation BQ 59DB-3468U-808 6500 p n 96. 80.0 00" H 0" W SPCL 96.0000" H 32.0000" W Elevation BX 59DB-3468U-808 6500 o SPCL 96.0000" H 96.0000" H 80 000" W 38.0000" W Elevation CC 59DB-3468U-808 59DB-3468U-808 59DB-3468U-808 96.0000" H 3.0625" W D C/24 b SPCL SPCL SPCL n 96.0000" H 96.0000" H 96.0000" H 38.0000" W 45.0000" W 45.0000" W 1 2 Elevation BR 59DB-3468 -808 6500 p SPCL 96. 000" H " 96.0000" H 80 0 00" W 23.0000" Elevation BY 59DB-3468U-808 6500 p n 96. 80.0 00" H 0" W SPCL 96.0000" H 38.0000" W Elevation CD 59DB-3468U-808 59DB-3468U-808 59DB-3468U-808 96.0000" 3.0625" W 6 SPCL SPCL SPCL n 96.0000" H 96.0000" H 96.0000" H 45.0000" W 45.0000" W 38.0000" W Elevation BM 59DB-3468U-808 59DB-3468U-808 59DB-3468U-808 96.0000" H 3.0625" W p SPCL SPCL SPCL 96.0000" H 96.0000" H 96.0000" H 38.0000" W 45.0000" W 45.0000" W Elevation BN 7360 7360 59DB-3468U-808 59DB-3468U-808 59DB-3468U-808 96.0000" H 3.0625" W D o n SPCL 96.0000" H SPCL 96.0000" H C/24H SPCL 96.0000" H 45.0000" W 45.0000" W 38.0000" W Elevation BS 59DB-3468 6500 " 96. 80.0 00" H 0" W SPCL 96.0000" H 23.0000" Elevation BZ 59DB-3468U-808 6500 o SPCL 96. 000" H 96.0000" H 80 00" W 38.0000" W Elevation CE ELEVATION LEGEND CEILING CHANNEI CEILING CHANNEL BASE BASE TRIM TRIM Steel Panel Glass Panel Single Lite DOOR FRAME -808 59DB-3468U-808 59DB-3468U-808 59DB-3468U-808 96.0000" H 3.0625" W D C/24 g SPCL SPCL SPCL n 96.0000" H 96.0000" H 96.0000" H 38.0000" W 45.0000" W 45.0000" W 1 2 ®® Elevation BT 59DB-3468U-808 6500 0 n 96. 80.0 00" H 0" W SPCL 96.0000" H 38.0000" W Elevation CF DOOR CEILING LEAF\ CHANNE� CG t 0 BASE/ TRIM Sliding Door Unit Polished Edge KEY PLAN V ) 0 Z O W i Q U_ W ILL O Z M< W one W � N 00 � z� O a z Cl zz Q o 2 W W W J W ENGINEERING STAMP w 7, Q W 48474�Ga a RA QNAL� Q EXPIRES: 9/1712p22 07 11 r REVISIONS REV DWN DATE 1 BU 13-Mar-20 2 ES 16-Mar-20 3 AL 4/23/2020 4 AL 4/27/2020 5 AL 4/28/2020 6 AL 11 /9/2020 REVISION Nov 24 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Page No: 301 2-1 /4" x 1 /8" STEEL BAR 2 3/8„ STIFFENER (FY = 30 ksi MIN) TO STIFFEN CORNICE FOR WALL LENGTH UP one TO 13.65FT LONG workplace 2 1/4" (2) #10-16 x 1" HWH TEKS/3 SCREWS OR SIMILAR @ 12" O.C. bo (ICC-ES ESR 1976). (PRE -DRILLED STIFFENER PRIOR TO INSTALLATION OF SCREWS) M 21V CORNICE CEILING Cn TRACK p Z O 2 SOLID SKIN 0 N w � 0 Q 00 � Q NOTE: U co OVERALL HEIGHT OF z <:;� WALL IS 8'-0". Lu 2 o SEE ELEVATIONS. o W Q �' 0 0 ILL O DETAIL 1- SOLID WALL - CORNICE CONDITION Q m Scale: Not to Scale ENGINEERING PROVIDE #10-16x1" ITW BUILDEX TEKS SPACED @ STAMP 12" O.C. FROM TOP TO BOTTOM OF WALL PER 2 3/8" 2 1/8"-3 1/2" (ESR-1976). INTO COLD FORM STEEL: STIAIVST (1) #10-16 ITW BUILDEX TEKS/3 SOLID SKIN �wnsHfoy�� SCREW @ 12" O.C. PER ICC-ES w ESR 1976 CA- INSTALL 1/4" DIA. HILTI HUS-EZ ANCHOR 48474 INTO WOOD: WITH 2-1/2" EMBEDMENT @ 48" O.C. MAXIMUM. ss�� ALA a (1) 1/4" DIA. SIMPSON SDS MINIMUM OF (2) ANCHORS PER PANEL AND EXPIRES:91�712t}2� U) � SCREW WITH 1/2" MIN. EMBED @ 6" MAXIMUM FROM END OF 36" O.C. PER ICC-ES ESR 2236 BOTTOM TRACK, PER ICC ESR-3027. 2-3/8 �� SPECIAL INSPECTION NOT REQUIRED PER INTO BRICK: IBC 2018 1705.12.5 EXCEPTION 3. (1) 1/4" DIA. HILTI KWIK-CON II + REVISIONS SCREW ANCHOR WITH 1" MIN. REV DWN DATE ' EMBED. AT 36" O.C. w < 2_5/8 Q 1 BU 13-Mar-20 2 ES 16-Mar-20 FEATURE STRIP INTO STEEL POST: 00 USE (1) ITW BUILDEX TEKS � 4 AL 4/27/2020 SOLID PANEL #10-16 TEKS/3 SCREWS @ 12" NOTE: 5 AL 4/28/2020 O.C. PER ICC-ES ESR-1976 OVERALL HEIGHT OF 6 AL 11/9/2020 WALL IS 8'-0". SEE ELEVATIONS. INTO FACE OF CMU: USE (1) 1/4" DIA HILTI KWIK HUS-EZ ANCHOR WITH 1-5/8" REVISION EMBEDMENT @ 36 O.C. PER ICC-ES ESR-3056 Nov 24 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DETAIL 2- SOLID WALL WITH MINI -END CONNECTION AT BASE BUILDING DETAIL 3- SOLID WALL - CONNECTION AT FLOOR Page No: Scale: Not to Scale 401 Scale: Not to Scale 2 3/8" one workplace (2) #10-16 x 1 " HWH TEKS/3 SCREWS OR SIMILAR @ 12" O.C. (ICC-ES ESR 1976). i 2" cv CORNICE CEILING TRACK Cn Z O 2 GLASS w wN 0 w 00 NOTE: U c Q OVERALL HEIGHT OF 101� z (/ WALL IS 8 -0 . W < oF--� o 0 W SEE ELEVATIONS. Q M o Lu 0 ILL O DETAIL 4- GLASS WALL - CORNICE CONDITION Q m Scale: Not to Scale ENGINEERING STAMP 2 3/8" GLASS PANEL � wl s IV 0 c' ti c 4- INSTALL 1/4" DIA. HILTI HUS-EZ ANCHOR WITH 2-1/2" EMBEDMENT @ 48" O.C. MAXIMUM. .��nr 4847 MINIMUM OF (2) ANCHORS PER PANEL AND 0 Al, a 6" MAXIMUM FROM END OF EXPIRES:91�712a22 U) BOTTOM TRACK, PER ICC ESR-3027. SPECIAL INSPECTION NOT REQUIRED PER IBC 2018 1705.12.5 EXCEPTION 3. REVISIONS w U) 2-5/8 Q REV DWN DATE 1 BU 13-Mar-20 m 2 ES 16-Mar-20 LO 3 AL 4/23/2020 NOTE: OVERALL HEIGHT OF 4 AL 4/27/2020 5 AL 4/28/2020 WALL IS 8'-0 ". 6 AL 11 /9/2020 SEE ELEVATIONS. REVISION Nov 24 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DETAIL 5- GLASS WALL - CONNECTION AT FLOOR Page No: 402 Scale: Not to Scale USE (4) #10-16 TEKS/3 SCREWS @EACH SIDE OF SPLICE PER (ICC-ES ESR-1976) 8-1/2" LONG X 2-1/4" WIDE x 14 GA. THICK GR. 30 STEEL PLATE SPLICE USE (4) #10-16 TEKS/3 crRP:WS @EACH SIDE LICE PER (ICC-ES ESR-1976) LONG X 2-1/4" WIDE x 14 GA. GR. 30 STEEL PLATE E workplace W a I z z / // 'i k // - 1 0 z CORNICE TRACK — CORNICE TRACK 0 2 1" 1-3/4" 1-1/2" 1-1/2" 1-3/4" 1" 0 N W 00 Cn Q W Q U U) — z o Q 11J 2 zz o :E LLJ Q M 0 W Q ILL O i DETAIL 7- CORNICE SPLICE DETAIL Q m Scale: Not to Scale Slider doors arecompli- ant with ADA guidelines for door openings, door hard- ware, and pull force. NOTES: GLASS IS HEAT TEMPERED SAFETY GLASS STEELCASE PULLS ARE ADA COMPLIANT AS PER 4.13.9 if DOOR HARDWARE 5.00' 1.20" .23" thick glass 2.36" Cross sectional view of vertical frame member Dimensioned Line Drawings Slider Doors with Tubular Pulls Style No. Dim. A Dim. B Dim. C All Glass GPDSSTF80 80.00" 34.42" 43.31" GPDSSTF96 96.00" 42.25" 51.31 " Four Equal Divided Lites GPDSST4E80 80.00" 34.42" 43.31" GPDSST4E96 96.00" 42.25" 51.31" ENGINEERING STAMP EXPIRES: 911712t}22 A Two Transom -Aligned Lites GPDSST2L80 80.00" 34.42" 43.31" REVISIONS GPDSST2L96 96.00" 42.25" 51.31" Note: Left-hand slider orientation (OX) shown from outside the office Height: 8' 0" to 10' 01} in 1" increments 14.00" mounting holes M& 2.00" Handle 1.00" di 18.00" Non -locking (standard) Locking option Slider door shown from inside office a w a In Q U) W r REV I DWN DATE 1 BU 13-Mar-20 2 ES 16-Mar-20 3 AL 4/23/2020 4 AL 4/27/2020 5 AL 4/28/2020 6 AL 11 /9/2020 Page No: REVISION Nov 24 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT V-4 0 3 A DETAIL 8- HSS POST DETAILS W HSS3X3X1/8 p z O JSE (4) 3/8" DIA. HILTI KWIK HUS EZ SCREW ANCHORS WITH 2-1/2" EMBEDMENT, 4-1/4" W VIIN. ANCHOR SPACING, 7/8" MIN EDGE DISTANCE OF ANCHOR TO PLATE EDGE, 1 -3/4" U OIN EDGE DISTANCE OF ANCHOR TO EDGE DF SLAB, INSTALLATION PER ICC-ES ESR- W 3027. SPECIAL INSPECTION REQUIRED. a 6" x 6" x 3/8" A36 ILL STEEL BASE PLATE 0 V (E) 4-1/8" MIN. S.O.G. BY OTHERS, z CONTRACTOR TO VERIFY a m HSS3X3X1/8 USE (4) 3/8" DIA. HILTI KWIK HUS EZ SCREW ANCHORS WITH 2-1/2" EMBEDMENT, 4-1/4" MIN. ANCHOR SPACING, 7/8" MIN EDGE DISTANCE OF ANCHOR TO PLATE EDGE, 1-3/4" MIN EDGE DISTANCE OF ANCHOR TO EDGE OF SLAB, INSTALLATION PER ICC-ES ESR- 3027. SPECIAL INSPECTION REQUIRED. 6" x 6" x 3/8" STEEL BASE PLATE 7/16" DIA. HOLE TYPICAL workplace � w LO N 00co Q ♦ /� v J � z Q a � o z LLJ L w ENGINEERING STAMP I EXPIRES: 9/17/20221 REVISIONS REV I DWN DATE 1 BU 13-Mar-20 2 ES 16-Mar-20 3 AL 4/23/2020 4 AL 4/27/2020 5 AL 4/28/2020 6 AL 11 /9/2020 Page No: REVISION Nov 24 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Scale: Not to Scale