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APPROVED BLD RESUB 1 BLD2021-0220+Architectural_Plan+3.19.2021_5.05.18_PM+2102869GENERAL N®TES ARCH / INTERI®R AE�REVIATI®NS BUILDING SUMMARY RR®.SECT TEAM 1. CONTRACTOR SHALL COMPLY WITH THE CURRENT "GENERAL CONDITIONS," AND BUILDING ADJ -ADJUSTABLE MECH - MECHANICAL 1. PROJECT ADDRESS: TENANT: GENERAL CONTRACTOR: STANDARDS AS PROVIDED BY THE BUILDING OWNER. AFF -ABOVE FINISH FLOOR MEZZ - MEZZANINE TR INTERNATIONAL TR INTERNATIONAL TBD ALT -ALTERNATE MFR - MANUFACTURER 22817 - 102ND PLACE W, SUITE A 22817 - 102ND PLACE W 2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALUM -ALUMINUM MIN - MINIMUM EDMONDS, WA 98020 EDMONDS, WA 98020 PLUMBING ENGINEER: DIFFERENT TRADES. APC -ACOUSTICAL PANEL CEILING MISC - MISCELLANEOUS Tel: 206.505.3500 TBD - Bidder Design Build by G.C. APPROX -APPROXIMATE 2. APPLICABLE CODES & ORDINANCES: ATTN: BETH TRAGUS-CAMPBELL 3. DO NOT SCALE DRAWINGS. CONTACT ARCHITECT FOR ANY MISSING DIMENSIONS. ARCH -ARCHITECTURAL MTD - MOUNTED 2018 INTERNATIONAL BUILDING CODE MECHANICAL ENGINEER: ACT -ACOUSTICAL CEILING TILE MTL - METAL 2018 INTERNATIONAL MECHANICAL CODE ARCHITECT/DESIGNER: TBD - Bidder Design Build by G.C. 4. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE OWNER AND AV -AUDIO VISUAL N/A - NOT APPLICABLE 2018 INTERNATIONAL FUEL GAS CODE BURGESS DESIGN, INC. ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON BLDG - BUILDING NIC - NOT IN CONTRACT 2018 INTERNATIONAL FIRE CODE 1326 - 5TH AVENUE, SUITE 400 ELECTRICAL ENGINEER: SHOP DRAWING ONLY WILL NOT SATISFY THIS REQUIREMENT. 2018 UNIFORM PLUMBING CODE SEATTLE, WASHINGTON 98101 TBD - Bidder Design Build by G.C. BOT - BOTTOM NTS - NOT TO SCALE 2015 NATIONAL FUEL GAS CODE (NFPA 54) TEL: 206.587.7120 5. ALL MODIFICATIONS, REQUIRING OWNER OR ARCHITECT APPROVAL WILL NOT BE VALID CAB - CABINET OC - ON CENTER 2011 LIQUEFIED PETROLEUM GAS CODE (NFPA 58) FAX: 206.587.7122 FIRE/LIFE SAFETY ENGINEER: UNLESS AUTHORIZED IN WRITING BY OWNER AND/OR ARCHITECT. CL - CENTER LINE OFF - OFFICE 2015 WASHINGTON STATE ENERGY CODE (WAC 51-1 1) ATTN: MEGHAN COX TBD - Bidder Design Build by G.C. CLG - CEILING OPNG - OPENING THE WASHINGTON CITIES ELECTRICAL CODE 6. WITHIN FIVE (5) BUSINESS DAYS OF START OF CONSTRUCTION, THE CONTRACTOR SHALL CLR - CLEAR OVHD - OVERHEAD 2015 WASHINGTON STATE AMENDMENTS NOTIFY IN WRITING BOTH THE ARCHITECT AND OWNER OF ANY ITEMS WHOSE ESTIMATED COL - COLUMN P - PAINT 2018 INTERNATIONAL EXISTING BUILDING CODE (FOLLOWING PRESCRIPTIVE COMPLIANCE DELIVERY TO THE SITE WOULD BE LATER THAN THAT REQUIRED FOR TIMELY INSTALLATION IN CONC - CONCRETE PART - PARTITION METHOD 301.1.1) THE CONSTRUCTION SEQUENCE SUBSTITUTION OF ALTERNATE ITEMS WITH SHORTER LEAD CONE - CONFERENCE PERF - PERFORATED 2009 ICC/ANSI 117.1 ACCESSIBLE & USABLE BUILDINGS AND FACILITIES PLUMBING, MECHANICAL, ELECTRICAL, TIMES, PAYMENT OF RUSH FABRICATION OR DELIVERY CHARGES OUT OF SEQUENCE PERIM - PERIMETER EDMONDS COMMUNITY DEVELOPMENT CODE TITLE 19 INSTALLATION, OR DELAY OF INSTALLATION OPTIONS TO BE AT THE SOLE APPROVAL OF DEMO - DEMOLITION LIFE SAFETY PERMITS UNDER SEPARATE OWNER OR ARCHITECT. DEPT - DEPARTMENT PERP - PERPENDICULAR 3. GENERAL BUILDING DESCRIPTION: SUBMITTALS. DF - DRINKING FOUNTAIN PLAM - PLASTIC LAMINATE ZONING: BN - CH. 16.45 NEIGHBORHOOD BUSINESS 7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN DIA - DIAMETER PLYWD - PLYWOOD TYPE OF CONSTRUCTION: VB ACCORDANCE WITH THE LATEST LOCAL BUILDING CODES AND ORDINANCES. DIFF - DIFFUSER QTY - QUANTITY FIRE RESISTIVE SYSTEM: NON-SPRINKLERED DIM - DIMENSION (R) - RELOCATED OCCUPANCY TYPE: 'B' OFFICE 8. CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS AND CONDITIONS AND SHALL REPORT DTL - DETAIL ANY CONFLICTS OR QUESTIONS FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. DO pW - DISHWASHER RA - RCP - RETURN AIR REFLECTED CEILING PLAN 4. FIRE RESISTIVE CONSTRUCTION REQUIREMENTS: NOT SCALE THE DRAWINGS. DWG - DRAWING SHAFT ENCLOSURES: 1 HOURS EA - EACH REC - RECESSED EXIT STAIR ENCLOSURES: 1 HOURS „ 9. THE USE OF WORD PROVIDE SHALL ALWAYS MEAN, FURNISH AND INSTALL, CONNECT, EL - ELEVATOR REF - REFERENCE CORRIDORS: 1 HOUR (PER TABLE 1020.1) OR SECURE" AS REQUIRED. ELEC - ELECTRICAL REFR - REFRIGERATOR ELEV - ELEVATION REL - RELOCATE 5. EXITS: SEE G.0.2 SHEET 10. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH EQ - EQUAL REV - REVISION OR REVISED MANUFACTURERS WRITTEN INSTRUCTIONS AND TRADE ASSOCIATES ACCEPTED STANDARDS. EQUIP - EQUIPMENT RM - ROOM 6. PROJECT DESCRIPTION: LEGAL D E S C R I P T I N PARCEL N ® / RO - ROUGH OPENING STRUCTURAL INTERIOR TENANT IMPROVEMENT. WORK INCLUDES STRUCTURAL o 11. CONTRACTOR SHALL PROVIDE A WRITTEN CONSTRUCTION SCHEDULE. THIS SCHEDULE EXT - EXTERIOR RTD - RATED DEMOLITION, NEW PARTITIONS, DOORS, SIDELIGHTS, CASEWORK AND FINISHES. � SHALL INCLUDE DELIVERY LEAD TIMES OF CONSTRUCTION ITEMS, AND START AND FA - FIRE ALARM STRUCTURAL DRAWINGS AND CALCULATIONS HAVE BEEN PROVIDED. PARCEL NUMBER: 00610700202001 COMPLETION DATES OF EACH PHASE. THE CONTRACTOR SHALL UPDATE AND PROVIDE SUCH FD - FLOOR DRAIN SCHED - SCHEDULE SCHEDULE ON A BIWEEKLY BASIS. FE - FIRE EXTINGUISHER SF - SQUARE FEET/FOOT 7. S I FEC - FIRE EXTINGUISHER CABINET SHT - SHEET SUITE A: TRINTERNATIONAL - WHOLESALE CHEMICAL SALES & DISTRIBUTION: LEGAL DESCRIPTION: WESTGATE PARK DIV 2 BLK 002 D-01 - TRACT A LESS BEG SELY 12. WORK MUST BE SCHEDULED WITH THE BUILDING MANAGEMENT TO AVOID DISRUPTION TO SIM - SIMILAR HEADQUARTERS OFFICE, NO CHEMICAL STORAGE ON -SITE. COR SD TR TH N40*22 47W 87.15FT TO NELY COR SD TR TH N89*48 43W ALG N LN THE TENANTS. FFE - FINISH FLOOR ELEVATION SD TR 102.08FT TH CONT ALG SD N LN ON THE ARC OF A CURVE TO L HAVG A RAD FIN - FINISH SPEC - SPKLR - SPECIFICATION SPRINKLER SUITE B: VACANT SUITE - NO TENANT OCCUPYING. OF 91.42FT FOR27.69FT TH SELY IN A STRAIGHT LN TO A PT ON SLY LN OF TR A 13. ACCESS TO AND FROM THE PROJECT SITE, SPECIAL CONDITIONS, NOISY WORK, TIMING FLUOR - FLUORESCENT WHICH IS 62*03 10W 120FT FROM POB TH N62*03 10E 120FT TO SE COR SD TR TGW OF WORK, INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES, RELOCATION OF FLR - FLOOR SPKR - SPEAKER THAT PTN VAC 102ND PL SW LY ADJ THRTO DAF: THAT PTN VAC102ND PL SW LY S & EXISTING EQUIPMENT, CASEWORK, FIXTURES, FITTINGS, ETC., MUST BE COORDINATED WITH FO - FACE OF SQ - SQUARE WLY NEW R/W LN OF 102ND PL SW & N OF N LN TR A PER COMM REC VOL 54 PG THE BUILDING MANAGEMENT. FOIC - FURNISHED BY OWNER, INSTALLED STD - STANDARD 140 BY CONTRACTOR STL - STEEL 14. ADEQUATE CLEANUP, PROTECTION AND PLACEMENT OF ANY CEILING TILES AND/OR FTIC - FURNISHED BY TENANT, INSTALLED STOR - STORAGE OTHER DISRUPTION TO THE ADJACENT TENANT IMPROVEMENTS MUST BE REPLACED BEFORE BY CONTRACTOR BUSINESS HOURS OF THAT TENANT IN ORDER THAT THE OCCUPANT WILL NOT BE FURR - FURRING STRL - STRUCTURAL INCONVENIENCED IN THE NORMAL CONTINUATION OF THEIR OFFICE HOURS. GA - GAUGE STRUC - STRUCTURAL GC - GENERAL CONTRACTOR SYMM - SYMMETRICAL STREET MAR D R A VV I N G I N D E X 15. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. THIS INCLUDES ALL AREAS ON THE TBD - TO BE DETERMINED GL - GLASS TEL -TELEPHONE OR TELECOM GWB - GYPSUM WALLBOARD PREMISES SUCH AS: COMMON HALLWAYS, FREIGHT ELEVATOR VESTIBULES, ETC. TEMP -TEMPERED HC - HANDICAPPED THK -THICKNESS ""'+ ��° �"S �ngHonn DRAWING ISSUED 16. SCHEDULE THE USE OF THE ELEVATOR WITH BUILDING MANAGEMENT. HDW - HARDWARE TO -TOP OF � �' o HM - HOLLOW METAL (STEEL FRAME) TOS -TOP OF SLAB � °;`� eomanas Me;^�, � �``--�� 17. UPON COMPLETION OF ALL CONSTRUCTION, THE CONTRACTOR SHALL SUPPLY THE HR - HOUR Np -TYPICAL ova^� w � � � LANDLORD WITH ONE SET OF "RECORD" AS -BUILT DRAWINGS. INCL - INCLUDED OR INCLUDING - UQN UNLESS OTHERWISE NOTED � VOStPefk Edmonds-Woodway®, _ Q N o o °' INFO - INFORMATION - UNINTERRUPTED POWER SUPPLY High School♦ zinn s�sv � � - eo � � \ N \ N \ r7 18. ALL MATERIALS TO BE NEW UON. INSUL - INSULATION VCT -VINYL COMPOSITION TILE `^ w,y � p'us© � o 0 GENERAL LAV - LAVATORY VIF -VERIFY IN FIELD Edmonds Ca X X X X G.0.0 COVER SHEET PROJECT INFORMATION 19. PATCH ALL DISTURBED AND/OR DAMAGED AREAS AS REQUIRED TO ACCOMPLISH NEW LF - LINEAR FOOT W/ - WITH WinCoFoods� X X G.0.1 PROJECT NOTES WORK AND AS REQUIRED FOR FINISHED APPEARANCE. MATL - MATERIAL - WATER CLOSET �^SSW 3�^�Sw MAX - MAXIMUM WC � X X X X G.0.2 CODE SUMMARY 20. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY BACKING, MDF - MEDIUM DENSITY FIBERBOARD WD - WOOD � 3 , f � ,;�°� � � v BLOCKING, AND FRAMING FOR LIGHT FIXTURES, ELECTRICAL FIXTURES, CASEWORK AND ALL W/0 - WITHOUT woodway '- � � 99R nChM3rketQ � ARCHITECTURAL INTERIORS / OTHER ITEMS REQUIRING IT. �, Esperance X X X %' �22817102ndPlaceWest � . ( � iaa,n si sw .';u 2zae✓i si sw ! A.1.1 DEMOLITION PLAN X X X X A.2A.1 CONSTRUCTION PLAN 21. CONTRACTOR TO COORDINATE ALL FIRE ALARM WORK WITH BUILDING OWNER. .� bo�n�. ;�° � X A.2B.1 DEMOLITION REFLECTED CEILING PLAN �,,, X X X A.26.2 REFLECTED CEILING PLAN 22. ALL PAINT AND FINISH MATERIAL COLORS SHALL MATCH ARCHITECT'S CONTROL SAMPLES �%� Lake Park � > AND REQUIRE ARCHITECT'S REVIEW PRIOR TO INSTALLATION. SUBMIT TO ARCHITECT THREE S i v 4 �� X X X A.2C.1 POWER & DATA PLAN (3) COPIES FOR REVIEW. FORESTOO �� E �� r� hrineGolfCourse ,;+; X X X A.2D.1 FINISH FLOOR PLAN X X A.6.1 INTERIOR ELEVATIONS 23. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR REVIEW ON CABINETWORK, MILLWORK � `� � �� X X X A.9.1 DOOR SCHEDULE SIDELIGHT SCHEDULE DETAILS AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATION. SUBMIT TO ARCHITECT AT LEAST THREE (3) COPIES FOR REVIEW. � �� / ,��,� _ s FIRDALE VILLAGE Ic � �_ I '�` X X X A.9.2 LIGHTING SUMMARY DETAILS X X A.9.3 MILLWORK DETAILS 24. REPETITIVE FEATURES NOT FULLY SHOWN OR NOTED ON THE DRAWINGS SHALL BE _ �rtolyrood � _ Calfnonc Ceme,ery X S-1.0 STRUCTURAL NOTES BY OTHERS COMPLETELY PROVIDED AS IF DRAWN IN FULL. � coslrowr,oleSal�11,Q � - � _ X S-2.0 PLAN VIEW BY OTHERS Hluw000 II BallingerCommonsQ AparlmemHumes 25. THROUGHOUT THE DRAWINGS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE ill X 5-3.0 STRUCTURAL DETAILS BY OTHERS 1 �, Gp ql¢" ECHO LAKE ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION. I� - -,... _ ..... KEY PLAN / EL®®R PLATE SCALE: 1 '-20" SYM�®LS DEEINITI®NS AND DIMENSI®NS 2281N�ERNA020NDLPL W 22817 - 102ND PLACE W A. DEFINITIONS: EDMONDS, WA 98020 ELEVATION REFERENCE SYMBOL INDICATES FINISHED SURFACES TO ALIGN 1. "TYPICAL" OR "TYP" INDICATES IDENTICAL COMPLETE SYSTEM FOR THE CONDITION NOTED. U DETAIL ID DRAWING TITLE BAR L A.06.XX R DETAIL IDENTIFICATION 2. "SIMILAR" OR "SIM." INDICATES COMPLETE SYSTEM AND THE CHARACTERISTICS FOR THE CONDITION NOTED. COMPONENTS COMPARABLE TO SHEET NO. DRAWING TITLE D � GRAPHICAL SCALE 3. "AS REQUIRED" INDICATES CONTRACTOR SHALL PROVIDE COMPONENTS REQUIRED TO COMPLETE THE NOTED SYSTEM AS INDICATED IN THE PROJECT DOCUMENTS. SECTION REFERENCE SYMBOL A TITLE H o a~ �� 4. "ALIGN" INDICATES ACCURATELY PROVIDE FINISH FACES OF MATERIALS IN STRAIGHT, DTL TRUE, AND PLUMB RELATION ADJACENT MATERIALS. � � - - - - - - - - - - - - - - - - - - - - � SHT FLOOR ELEVATION SYMBOLS � 92'-0" +1'-0" NOMINAL FLOOR � 5. "CLEAR" INDICATES CRITICAL DIMENSION AND SHALL SET PRECEDENT FOR LAYOUT OF I I AREA OF WORK DETAIL REFERENCE SYMBOL � ELEVATION PARTITIONS. HEIGHT (ABOVE/BELOW) I I DTL BUILDING SPACE / ROOM ID B. DIMENSIONS: I F.EC. l SHT OFFICE � SPACE NAME 1. DIMENSIONS ARE INDICATED TO THE FACE OF FINISHED SURFACE AT ALL NEW AND � � - - - - - - - � 1127 � SPACE NUMBER EXISTING CONSTRUCTION, CENTER OF COLUMNS OR GRID LINES UNLESS OTHERWISE NOTED. FEC I COLUMN AND/OR GRID LINE SYMBOL I DIMENSION LANE: DOOR SYMBOL 2. ALIGNMENT OF PARTITIONS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE & I SUITE B A PLUMB. DIMENSIONAL LAYOUT SHALL BE IN THE FOLLOWING PRIORITY ORDER. I (VACANT SUITE) o« I 20� _ �» � a A. STRUCTURAL DRAWINGS I o B. LARGE SCALE DETAILS � xIT I C O DOCUMENT SHEET SYMBOL C. SMALL SCALE DETAILS D. ENLARGED PLANS AND SECTIONS I I E. FLOOR PLANS I O � KEYED SHEET NOTES I L ANGLE 3. MINIMUM DIMENSIONS FOR ACCESSIBILITY CLEARANCES AND BUILDING CODE I I @ AT G1 � GLAZING SYMBOL REQUIREMENTS SHALL BE MAINTAINED. I SUI A I (TRINTERNATION L CENTERLINE � 1 � REVISION NUMBER 4. FLOOR ELEVATIONS ARE INDICATED AT THE FACE OF THE STRUCTURAL SLAB, UNLESS I 1° ° L � ° I °I \ OTHERWISE NOTED. I `-�1 I � 5. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF I °O � o FINISHED MATERIAL, UNLESS NOTED ABOVE FINISH FLOOR - "AFF". I EXIT - I r� 6. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF I I SUSPENDED ACOUSTIC CEILING GRID OR FACE OF FINISH MATERIAL FOR OTHER CEILING I TYPES, UNLESS OTHERWISE NOTED. I I ° I 7. DOCUMENTS ARE DRAWN DIAGRAMMATICALLY, AND SCALED DIMENSIONS ARE APPROXIMATE. � DIMENSIONS SHALL INDICATE REQUIRED SIZE, CLEARANCES, AND RELATIONSHIPS ARE � INDICATED BY DIMENSIONS AS NOTED. --------------------------------- Separate permits required A rove d b y Fire 1. Plumbing 2. Mechanical 04/08/2021 AFM ��L.�te,,e,, ALL WORK SUBJECT � TO FIELD Separate permit for fire alarm alterations and needed repairs. INSPECTION FOR City Of Edmond s Fire alarm will need a remote annunciator by the main entrance and Knox key entry system CODE COMPLIANCE Building Department Will inspect all fire extinguishers, emergency lighting and ------------- signage at final inspection. Work REMODEL ----------------------------------------- Address ' 22817 102ND PL W Owner TR INTERNATIONAL Approved Date 4-7-2021 Building Official � Eris. C%arte�r Permit Number; 0220 BLD2021- Tenant: TR INTERNATIONAL 22817 - 102ND PL W 22817 - 102ND PLACE W EDMONDS, WA 98020 BURGESS DESIGN I N T E R I O R S A R C H I T E C T U R E All reproduction &intellectual property rights reserved c 2017 Approved by: Date: CONSTRUCTION WORK SHALL NOT PROCEED UNTIL THE BUILDING OWNER / REPRESENTATIVE AND BUILDING TENANT HAVE GIVEN THEIR APPROVAL TO THESE CONSTRUCTION DOCUMENTS. APPROVAL BY THESE PARTIES SHALL BE INTERPRETED AS APPROVAL OF DRAWINGS FOR CONTENT, FINISH SELECTIONS, SCOPE OF WORK, AND ALL DIMENSIONS REGARDED BY EITHER PARTY AS BEING NECESSARY TO THEIR OPERATIONS, USE OF THE SPACE, FURNISHINGS, AND TENANT EQUIPMENT AND FURNITURE INSTALLATIONS. CONSTRUCTION AND/OR INITIATION OF CONSTRUCTION, AUTHORIZED BY THE BUILDING OWNER FROM THESE CONSTRUCTION DOCUMENTS, SHALL BE INTERPRETED BY THE DESIGNER AS APPROVAL IN FULL OF THESE CONSTRUCTION DOCUMENTS BY BOTH THE BUILDING OWNER / REPRESENTATIVE AND THE TENANT. Professional seal No. Issue Description Date PERMIT SET 02.23.21 CITY CORRECTION-01 03.19.21 City Electronic Stamp Location Drawn by: �/B Project Manager: Mt✓�l�l Project No: 20-0151-00 RESUB BLD2021-0220 Mar 22 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT COVER SHEET / PROJECT INFORMATION Original drawing is 30" x 42". Scale entities accordingly if reduced G.0.0 PR®J�CT N®TES 1. THESE PROJECT NOTES ARE GENERIC IN NATURE. CONTRACTORS INSTRUCTIONS FOR CONSTRUCTION ADMINISTRATION MAY VARY BASED ON THE CONTRACT BETWEEN BUILDING MANAGEMENT AND TENANT. VERIFY WITH BUILDING MANAGEMENT ALL CONSTRUCTION REQUIREMENTS AND CONSTRUCTION ADMINISTRATION RESPONSIBILITIES. THE DESIGNER MAY NOT HAVE CONSTRUCTION ADMINISTRATION OBLIGATIONS. 2. PLUMBING, ELECTRICAL, MECHANICAL &LIFE SAFETY SHALL BE PERFORMED UNDER THE DESIGN/BUILD CONTRACT, UNO. ALL WORK SHALL BE TO CODE. ANY INFORMATION ON THESE DRAWINGS ARE FOR REFERENCE AND SCHEMATIC DESIGN ONLY. CONTRACTOR IS RESPONSIBLE FOR ALL ASPECTS OF THE DESIGN. VERIFY REQUIREMENTS OF BUILDING MANAGEMENT AND TENANT. REVIEW OF SHOP DRAWINGS, IF APPROPRIATE, IS FOR AESTHETIC REASONS ONLY. 3. VERIFY BUILDING STANDARDS WITH BUILDING MANAGEMENT WHEN WORKING IN SUITES WITH NON BUILDING STANDARD ELEMENTS. VERIFY PREFERRED DETAILING OF THESE ELEMENTS WITH BUILDING MANAGEMENT. 4. VERIFY ALL RULES, GENERAL CONDITIONS AND SPECIALIZED BUILDING REQUIREMENTS WITH THE BUILDING MANAGEMENT. 5. VERIFY LEED REQUIREMENTS WITH BUILDING MANAGEMENT. DMSION I -GENERAL CONDITIONS 1. GENERAL DESCRIPTION OF THE PROJECT: NON-STRUCTURAL INTERIOR TENANT IMPROVEMENT OF A COMMERCIAL OFFICE SUITE, UON. 2. WHERE NO BUILDING STANDARDS EXIST FOR MATERIALS CALLED OUT AS "BUILDING STANDARD" ON THE PLANS, THE CONTRACTOR SHALL SO ADVISE BURGESS DESIGN WITHIN TEN (10) DAYS OF THE CONTRACTOR'S RECEIPT OF THE PLANS SO THAT BURGESS DESIGN MAY MAKE ALTERNATE SELECTIONS. 3. CONTRACTOR SHALL VERIFY ALL REQUIREMENTS OF EXACT SIZE AND QUANTITY OF EQUIPMENT FURNISHED BY THE TENANT, INCLUDING REQUIREMENTS FOR MECHANICAL AND ELECTRICAL SERVICES, AND IS RESPONSIBLE FOR ALL ROUGH -IN CONNECTIONS. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. 4. FIRE/EMERGENCY SYSTEMS INCLUDE, BUT ARE NOT LIMITED T0, SPRINKLER MODIFICATIONS, FIRE EXTINGUISHER PLACEMENT, AUDIBLE ALARMS, SMOKE AND HEAT DEFECTORS, STROBES, AND EXIT SIGN PLACEMENT. 5. ALL DESIGN BUILD INFRASTRUCTURE SHALL BE UNDER A SEPARATE PERMIT BY CONTRACTOR. 6. WORK NOT INCLUDED: CONTRACTOR SHALL PROVIDE THE FOLLOWING ITEMS DESCRIBED IN THE SPECIFICATIONS AND SHOWN ON THE PLANS EXCEPT FOR THE ITEMS INDICATED "N.I.C." (NOT IN CONTRACT), SUCH AS TELEPHONE AND DATA CABLES, OFFICE FURNITURE, EQUIPMENT AND MOBILE KITCHEN APPLIANCES. 7. CONTRACTOR TO PROVIDE ALL FIRE/EMERGENCY SYSTEMS AS REQUIRED BY ALL APPLICABLE CODES. FIRE/EMERGENCY SYSTEMS INCLUDE BUT NOT LIMITED TO SPRINKLER MODIFICATIONS, FIRE EXTINGUISHERS, AUDIBLE ALARMS, STROBES, SPRINKLERS, SMOKE AND HEAT DETECTORS, AND EXIT SIGNS. 8. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT, AND SHALL BE EQUIPPED WITH PANIC HARDWARE WHERE REQUIRED AND INDICATED. 9. ANY MATERIAL USED IN CONSTRUCTION SHALL MEET CURRENT FLAME CODE REGULATIONS. 10. ALL ELECTRICAL, PLUMBING AND MECHANICAL MATERIAL INSTALLATIONS SHALL COMPLY WITH THE BUILDING SHELL STANDARD SPECIFICATIONS. 11. THE GENERAL CONTRACTOR SHALL LAY OUT THE WORK IN CONFORMITY WITH THE REQUIREMENTS OF CONTRACT DOCUMENTS, AND WILL BE HELD RESPONSIBLE FOR PROPER ESTABLISHMENT AND MAINTENANCE OF ALL LINES AND DIMENSIONS. BEFORE DOING AND WORK, THE GENERAL CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AND CONDITIONS AT THE SITE AND NOTIFY THE ARCHITECTS OF ANY DISCREPANCIES. 12. THE CONTRACTORS SHALL USE DIMENSIONS ONLY. DO NOT SCALE PLANS. ALL DIMENSIONS ARE TO FINISHED FACE UNLESS OTHERWISE NOTED. 13. MATERIALS: ALL MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT SHALL BE APPLIED AS RECOMMENDED BY MANUFACTURERS. ALL LIKE MATERIALS USED SHALL BE OF THE SAME MANUFACTURER AND QUALITY UNLESS OTHERWISE SPECIFIED. ALL MATERIAL, EQUIPMENT AND FIXTURES SHALL BE CODE WORTHY WITH ALL PROPER JURISDICTIONAL APPROVALS. 14. CONFIRM LONG LEAD ITEMS AT THE START OF THE JOB AND REPORT TO DESIGNER AND BUILDING MANAGEMENT ANY SCHEDULE CONFLICTS. 15. CONFIRM ALL WARRANTEE PERIOD WITH BUILDING MANAGEMENT. IN LIEU OF STANDARD ALL WORK SHALL BE WARRANTED FOR ONE YEAR. 16. CONFIRM STRUCTURAL SYSTEM OF BUILDING AND USE APPROPRIATE CONNECTION TECHNICS. UTILIZE REBAR OR TENDON DETECTION TECHNOLOGY TO LOCATE EXISTING STRUCTURE IN CONCRETE SLABS AND OTHER ON SITE CONDITIONS. DMSION II -SITE WORK AND DEMOLITION 1. FURNISH ALL LABOR, MATERIALS AND EQUIPMENT AS REQUIRED TO COMPLETE THE DEMOLITION AND REMOVAL OF ALL ITEMS LOCATED IN THE CONSTRUCTION AREAS. UPON COMPLETION OF ALL DEMOLITION WORK, ALL AREAS SHALL BE LEFT BROOM CLEAN. 2. DEMOLITION OF TELEPHONES, ELECTRICAL, VOICE/DATA AND PANELS ARE TO BE REMOVED BACK TO ORIGINATING SOURCE. DEMOLITION OF CORES AND RELATED CABLING TO BE REMOVED FROM TENANT SPACES BELOW. 3. DURING THE REMOVAL OF ANY ENVIRONMENTALLY HAZARDOUS MATERIALS, PROTECTION GUIDELINES SHOULD BE STRICTLY FOLLOWED BY CODE OR LOCAL GOVERNING AUTHORITY. VERIFY ALL REQUIREMENTS WITH BUILDING OWNER. 4. ALL EXISTING CONSTRUCTION ITEMS THAT INTERFERE WITH THE CONSTRUCTION NEGOTIATED BY THE PRICING PLAN /SPACE PLAN WITH WORK LETTER SHALL BE REMOVED, RELOCATED, OR KEPT FLUSH IN CEILING, WALL, OR FLOOR AS REQUIRED. 5. ALL DAMAGED, ALTERED OR REWORKED AREAS SHALL BE PATCHED AS REQUIRED AND FINISHED TO MATCH EXISTING ADJACENT AREAS OR AS SPECIFIED TO PROVIDE A "LIKE -NEW FINISH". 6. CONTRACTOR SHALL PROVIDE PLASTIC SHEETING OR OTHER APPROPRIATE BARRIER TO CONTROL DUST AND DEBRIS SUCH THAT IT DOES NOT AFFECT AREAS OUTSIDE THE AREA OF WORK. 7. CONTRACTOR SHALL PROVIDE ALL DUE CAUTION FOR SITE WORK. CALL 811 BEFORE STARTING ANY SITE WORK. DMSION VI - ARCHTECTURAL CARPENTRY AND CASEWORK 1. ROUGH CARPENTRY TO INCLUDE ANY WOOD STUDS, FURRING, BLOCKING, ROUGH FRAMING, WOOD CURBS, BUCKS, NAILERS, BACKING, FIXTURE FRAMING, EQUIPMENT SUPPORTS, ETC. AS DETAILED. 1. FINISH CARPENTRY TO INCLUDE INSTALLATION OF ALL FIXTURES AND ASSOCIATED TRIMS, HARDWARE AND NOSINGS. 2. PROVIDE INTERIOR DOOR AND SIDELIGHT FRAMES AS SCHEDULED. 3. CABINET CONSTRUCTION: COMPLY WITH THE A.W.I. ARCHITECTURAL WOODWORK QUALITY STANDARDS FOR CUSTOM GRADE WORK. CABINETS SHALL BE FLUSH CONSTRUCTION. 4. PROVIDE PARTICLE BOARD, MED. DENSITY, WEIGHING <40 LB./CU. FT., AT LEAST 3/4" THICK. 5. CABINET HARDWARE: FULL EXTENSION DRAWER GLIDES, STAINLESS STEEL CABINET PULLS, US32D FINISH, AND CONCEALED DOOR HINGES, SHELF HARDWARE AND OTHER REQUIRED ITEMS, UON IN ELEVATIONS /DETAILS, OR PER BUILDING STANDARD. 6. PLASTIC LAMINATE: HIGH-PRESSURE DECORATIVE LAMINATE SELECTED FROM WILSONART, NEVAMAR, AND FORMICA, UON. LAMINATE TO BE GENERAL-PURPOSE GRADE .050" HORIZONTAL AND .030" VERTICAL. SHELVING SHALL COMPLY WITH AWI SECTION 600. 7. CABINET HINGES SHALL BE 135 DEGREE FRAMELESS CONCEALED EUROPEAN STYLE HINGE AND FULL EXTENSION HEAVY DUTY DRAWER GLIDES, UNO. CORNER UNITS SHALL BE 94 DEGREE HINGES. 8. INTERIOR CABINET SURFACES &SHELVES TO BE OF PREFINISHED BOARD WITH POLYESTER OVERLAY, UON. 9. SHELF EDGING TO BE P-LAM, UON. 10. SUBMIT SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. WATERPROOFING 1. WHEN PROJECT CONSISTS OF NEW RESTROOMS OR SHOWERS OR OTHER TYPES OF BUILD OUT. GC SHALL VERIFY ALL WATERPROOFING REQUIREMENTS WITH BUILDING MANAGEMENT. PROVIDE WATERPROOFING PER MANUFACTURE'S SPECIFICATION. 2. ROOF WORK SHALL BE DONE UNDER BUILDING MANAGEMENTS WARRANTEE POLICY. VERIFY ALL REQUIREMENTS WITH BUILDING MANAGEMENT. FIRE PROTECTION 1. PROVIDE FIRE PROTECTION IN ALL PENETRATIONS IN RATED ASSEMBLIES. 2. IN OPEN CEILING CONDITIONS REPAIR OR REPLACE FIRE PROTECTION AS NEEDED. 3. IF SPRAY ON FIREPROOFING IS VISIBLE AND TO RECEIVE PAINT FINISH PROVIDE A SMALL AREA MOCK UP OF BOTH FIRE PROOFING AND WALL SURFACE SO THAT THE COLOR CAN BE CORRECTED DUE TO THE SUBSURFACE CONDITIONS OF DISSIMILAR MATERIALS. 4. PATCH AND REPAIR ANY FIREPROOFING AT SHAFTS, CORRIDORS AND OTHER RATED ASSEMBLIES AS NEEDED. MATCH EXISTING RATINGS AND CONDITIONS. PROVIDE FIRESTOPPPING, SEALANT AND OTHER FIRE RATED ASSEMBLIES AS NEEDED. VERIFY WITH BUILDING MANAGEMENT PREFERRED METHODS AND MATERIALS. DMSION VIII -DOORS AND HARDWARE DOORS 1. PROVIDE AND INSTALL INTERIOR SUITE DOORS AS INDICATED ON DRAWINGS. 2. DOOR SCHEDULE SPECIFIES FINISH (BOTH SIDES OF DOOR) AND FRAME, UON. 3. DOORS SHALL BE PRE -MACHINED FOR HARDWARE PER HARDWARE SCHEDULE. 4. SUBMIT SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. 5. CONTRACTOR SHALL REVIEW SUITE FOR DOOR STYLE CHANGES AND VERIFY WITH ARCHITECT AND BUILDING MANAGEMENT THE DOOR AND SIDELIGHT STYLE TO MATCH IF A VARIATION IS PRESENT. DOOR HARDWARE 1. FINISH AND SPECIALTY HARDWARE INCLUDES ALL ACCESSORIES, TOOLS, AND FASTENERS REQUIRED FOR HARDWARE INSTALLATION AND MAINTENANCE. ITEMS NOT SPECIFICALLY MENTIONED, BUT NECESSARY TO COMPLETE THE WORK, SHALL BE FURNISHED MATCHING IN QUALITY AND FINISH OF SPECIFIED IN SIMILAR LOCATIONS. 2. PROVIDE ALL HARDWARE AS SPECIFIED PER THE HARDWARE SCHEDULE. 3. ALL LOCK SETS SHALL CONFORM TO THE BUILDING'S GRAND MASTER KEYING SYSTEMS. PROVIDE AT LEAST TWO (2) KEYS FOR EACH LOCK AND TWO (2) MASTER KEYS FOR THE SUITE. ALL KEYS TO BE TAGGED WITH ROOM NUMBERS. CONFIRM QUANTITY WITH BUILDING MANAGEMENT. 4. SUBMIT HARDWARE SCHEDULE WITH CATALOGUE CUT SHEETS FOR ARCHITECT REVIEW. 5. ALL DOORS SHALL HAVE A MINIMUM OF 1-1 /2 PAIR OF BUTT HINGES, ONE LATCHSET OR LOCK SET, AND ONE DOOR STOP TO MEET ACCESSIBILITY REQUIREMENTS. 6. ALL HARDWARE SHALL BE COMMERCIAL GRADE AND RATED AT REQUIRED ASSEMBLIES. 7. PROVIDE CLOSERS PER HARDWARE SCHEDULE AND AT ALL RATED ASSEMBLIES. 8. ALL HARDWARE SHALL MATCH BUILDING STANDARD IN STYLE AND FINISH. 9. SET UNITS LEVEL, PLUMB AND TRUE TO LINE AND LOCATION. ADJUST AND REINFORCE THE ATTACHMENT SUBSTRATE AS NECESSARY FOR PROPER INSTALLATION AND OPERATION. 10. ADJUST AND CHECK EACH OPERATING ITEM OF HARDWARE AND EACH DOOR TO ENSURE PROPER OPERATION OR FUNCTION OF EVERY UNIT. REPLACE UNITS WHICH CANNOT BE ADJUSTED TO OPERATE FREELY AND SMOOTHLY AS INTENDED FOR THE APPLICATION MADE. 11. PROVIDE PROPER SMOKE GASKETS AT RATED ASSEMBLIES. 12. THE FOLLOWING UL LISTINGS ARE REQUIRED ON THE FOLLOWING HARDWARE: PANIC HARDWARE - UL #305 FIRE EXIT HARDWARE - UL #106 & UL #305 ELECTROMAGNETIC LOCK HARDWARE - UL # FWAX-S-A-6635 THE CRASH BAR MUST BE AT LEAST 1/2 OF THE DOOR WIDTH AND OPEN FORCE NO MORE THAN 5 CBS. VERIFY WITH BUILDING STANDARD &MANAGEMENT AND INFORM ARCHITECT IF BUILDING STANDARD DOESN'T COMPLY. 13. ALL EXTERIOR DOORS SHALL HAVE CODE REQUIRED U VALUE AND WEATHER STRIPPING. 14. ALL GLASS AT SIDELIGHTS AND DOORS SHALL BE 1/4" TEMPERED SAFETY GLAZING, UON. 15. CONTRACTOR SHALL VERIFY GLASS THICKNESS IS APPROPRIATE FOR DIMENSIONS AND SPANS. 16. THIS PROJECT MAY CONTAIN GLAZING THAT WILL BE SUBJECT TO FEDERAL GLAZING STANDARDS. GLAZING SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ADHERENCE TO THE REQUIREMENTS. IF GLAZING SUBCONTRACTOR FINDS ANYTHING IN THE DOCUMENTS NOT IN COMPLIANCE WITH THE STANDARD, THEY SHALL BRING DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. 17. RATED GLASS (CERAMIC) RECITE SHALL BE PREMIUM POLISHED FINISH. GLAZING SHALL COMPLY WITH IBC 716.3 DMSION IX - FlNISHES 1. INCLUDE NECESSARY MATERIALS, LABOR AND ACCESSORIES FOR THE INSTALLATION OF ALL PARTITIONS AS SHOWN IN THE PLANS. 2. "WALL SURFACES" MEAN ALL VERTICAL SURFACES INCLUDING COLUMNS WHERE EXPOSED, CONVECTOR OR RADIATOR ENCLOSURES, FASCIAS, RETURNS, PLYWOOD BACKBOARDS, ETC. 3. ALL PARTITION HEADS SHALL MATCH BUILDING STANDARD, UON. 4. WALLS SHOWN ALIGNED WITH BASE BUILDING STRUCTURE SHALL BE FLUSH AND SMOOTH WITH BASE BUILDING STRUCTURE, UON. 5. SEISMIC BRACING: PROVIDE SEISMIC BRACING AS REQUIRED PER THE LATEST BUILDING CODES TO THE PARTITION HEADS AND CEILING GRID. 6. FRAMING STUDS: GALVANIZED STEEL STUDS PER CONSTRUCTION PLANS. PROVIDE WITH SHEET METAL BACKING WITHIN ALL WALLS RECEIVING CASEWORK (CABINETS, BOOKSHELVES, ETC.). VERIFY STUD SIZE MATCHES DOOR FRAMES IN STOCK IF APPLICABLE. 7. CONTRACTOR SHALL PROVIDE AND LOCATE ACCESS PANELS AS REQUIRED AFTER INSTALLATION OF MECHANICAL DUCTS, PLUMBING, AND ELECTRICAL WORK. FIRE RATE AS REQUIRED. 8. ALL DRYWALL TO BE 5/8" TYPE "X" UNLESS OTHERWISE NOTED. PROVIDE "M/R" TYPE DRYWALL OR CEMENT BOARD WHERE REQUIRED BY CODE AND AT ALL TOILET ROOMS, AND BEHIND CERAMIC TILES, UON. 9. INSTALL CORNER BEADS AT ALL EXTERNAL CORNERS. INSTALL METAL EDGE TRIM WHENEVER EDGE OF GYPSUM BOARD WOULD OTHERWISE BE EXPOSED OR SEMI -EXPOSED. 10. PRIOR TO RECEIVING FINISH, ALL SURFACES SHALL BE PROPERLY PREPARED AS REQUIRED TO RECEIVE FINAL FINISHING AS SPECIFIED. 11. EXTEND ALL SOFFIT FRAMING TO STRUCTURE ABOVE. PROVIDE STRUCTURAL DIAGONAL BRACING AS NECESSARY. 12. PROVIDE FRAMING FOR SUSPENDED CEILING WITH SEISMIC BRACING IN ACCORDANCE WITH REQUIREMENTS OF APPLICABLE CODES AND AS SHOWN ON DRAWINGS. 13. USE ACOUSTICAL SEALANT AROUND ALL PIPES, DUCTS, CONDUIT, OUTLETS, SWITCHES, ETC. ON BOTH SIDES OF CROSSING/PENETRATING WALLS WITH ACOUSTICAL INSULATION. PENETRATIONS OF FIRE -RATED WALLS SHALL BE PROTECTED BY APPLICABLE FIRE -RATED ASSEMBLIES AND MATERIALS. 14. FIRE AND SMOKE SEPARATION ASSEMBLIES SHALL BE MARKED AS REQUIRED IN IBC SECTION 703.7. 15. PROVIDE NEW CEILING TILE, CEILING GRID AND ALL ACCESSORIES AS REQUIRED TO INSTALL SUSPENDED ACOUSTICAL CEILINGS AS INDICATED ON DRAWINGS. 16. PROVIDE SEISMIC BRACING AS REQUIRED BY CODE AT NEW CEILING WORK ONLY. VERIFY WITH BUILDING MANAGEMENT IF EXISTING CONDITIONS ARE SEISMICALLY BRACED OR PROVIDE PER CODE. 17. COORDINATE WORK WITH OTHER TRADES HAVING WORK IN THE CEILING AND THE TELEPHONE AND DATA CABLE COMPANIES WHEREVER THEIR RESPECTIVE WORK IS CONTIGUOUS. 18. PROVIDE CUTOUTS AND OTHER SPECIAL PROVISIONS IN ACOUSTICAL WORK AS REQUIRED FOR LIGHTING FIXTURES, REGISTERS, DIFFUSERS, SPRINKLERS, AND OTHER INSERTED ITEMS. 19. ALL CUTOUTS SHALL BE CENTERED WITHIN ACOUSTIC CEILING TILE, UON. 20. ALL MATERIALS SHALL HAVE CLASS 1 FLAME SPREAD RATING AND BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION AND CODES. 21. ALL JOINTS IN THE TILE FIELD SHALL BE SQUARE, LEVEL AND PERFECTLY ALIGNED WITH EACH OTHER. 22. INSTALLED SUSPENDED CEILINGS TO BE LEVEL WITHIN A TOLERANCE OF 1/8" IN 12'-0". ANCHOR AS REQUIRED. 23. IN AREAS OF ALTERATIONS CONTRACTOR SHALL MATCH CONDITIONS AND MAKE EVERY EFFORT TO ALIGN, LEVEL AND MATCH NEW CEILING TO OLD. CONTRACTOR SHALL REVIEW ALL CEILINGS UPON COMMENCEMENT OF THE PROJECT AND INFORM THE BUILDING MANAGEMENT OF ANY DISCONTINUITIES IN THE CEILING WITHIN 10 DAYS. 24. ADJUST PARTITION HEAD DETAIL TO MATCH EXISTING CEILING CONDITIONS IF NECESSARY. 25. IN OPEN CEILING CONDITIONS OR IF CLOUDS ARE SPECIFIED, PROVIDE ALL WORK SUITABLE FOR AN EXPOSED AND VISIBLE CONDITION. HANGING, CONDUIT, DUCTWORK AND OTHER ITEMS SHALL BE PLUM AND TRUE. VERIFY ALL REQUIREMENTS WITH BUILDING OWNER CONCERNING MAINTAINING THE RETURN AIR PLENUM. PROJECTS THAT CONVERT ACT SPACE INTO OPEN SPACE SHALL HAVE THE FINISH OF THE OLD INTERSTITIAL SPACE FINISHED WITH GWB TO A LEVEL FLOOR FINISH, UNO. THIS MAY REQUIRE FURRING OR STUDS EXTENDED TO THE UNDERSIDE OF STRUCTURE. 26. PROVIDE ACOUSTICAL INSULATION BETWEEN FRAMING STUDS AND EXTENDING TWO FEET ON EACH SIDE OF PARTITION HEAD ABOVE CEILINGS FOR ALL WALLS NOTED PER PLANS. 27. NEW DEMISING WALL CONSTRUCTION TO HAVE SOUND BATT INSULATION BETWEEN FRAMING STUDS AND TWO FEET OF INSULATION ON EITHER SIDE OF THE PARTITION HEAD ABOVE CEILING GRID, UON. 28. PROVIDE VCT, SHEET LINOLEUM, SHEEP VINYL AND RUBBER BASE AS INDICATED IN DRAWINGS. COLOR AND MANUFACTURER PER FINISH SCHEDULE. 29. PROVIDE RUBBER -REDUCING STRIPS IN COLOR TO MATCH SPECIFIED BASE, UNO. REDUCING STRIPS TO OCCUR AT ALL AREAS OF FLOOR MATERIAL TRANSITION. USE STAINLESS STEEL TRANSITION AT TILE TO DISSIMILAR MATERIAL, UNO. 30. BASE TO BE INSTALLED IN LONGEST AVAILABLE LENGTH WITH NO PIECE LESS THAN 12". NO JOINTS AT OUTSIDE CORNERS OR WITHIN 6" OF CORNERS. VERIFY HEIGHT OF RUBBER BASE REQUIRED WITH BUILDING MANAGEMENT. 4.5" MAY BE NECESSARY. 31. PATCH, LEVEL AND PREPARE SUB FLOORING WITH CEMENTITIOUS UNDERLAY PER MFR'S WRITTEN INSTRUCTIONS IN AREAS TO RECEIVE NEW FLOORING. MAX. ALLOWABLE TOLERANCE = 1/4" OVER 10'. 32. GENERAL CONTRACTOR SHALL APPLY FLOOR WAX TO NEW FLOORING AREAS PER MANUFACTURERS SPECIFICATION, UON. 33. UNLESS SPECIFIED ALL RUBBER BASE SHALL BE COVED BASE. 34. PROVIDE AND INSTALL COMMERCIAL GRADE CARPET AS INDICATED IN DRAWINGS. 35. PROVIDE SEAMING DIAGRAMS FOR ARCHITECT'S REVIEW. 36. UNLESS OTHERWISE NOTED, PRIME ALL GWB WALL SURFACES AND PAINT WITH MINIMUM OF TWO (2) FINISH COATS OF BENJAMIN MOORE EGGSHELL FINISH LATEX PAINT OR APPROVED EQUAL, UON. PROVIDE FOR NUMBER OF PAINT COLORS AS INDICATED IN DRAWINGS. VERIFY STANDARD LEVEL OF FINISH WITH BUILDING MANAGEMENT. 37. FINISH DOORS, DOOR FRAMES, AND SIDELIGHT FRAMES AS INDICATED IN DRAWINGS. A) PAINTED WOODWORK TO BE FINISHED WITH ONE (1) COAT PRIMER AND TWO (2) FINISH COATS. B) SEALED WOODWORK TO BE STAINED PER FINISH SCHEDULE AND SEALED WITH A COMMERCIAL GRADE CLEAR SATIN VARNISH. 38. PAINT FOR THE LIGHT SURFACES TO CONFORM TO THE REQUIREMENTS OF THE "ARCHITECTURAL SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3-B "CUSTOM" (1) COAT PRIMER AND TWO (2) FINISH COATS. GRADE LIGHT COLOR PAINT FINISH ON GYPSUM BOARD SURFACES. 39. PAINT FOR THE DARK SURFACES TO CONFORM TO THE REQUIREMENTS FOR THE "ARCHITECTURAL SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3-B "CUSTOM" (1) COAT PRIMER AND TWO (2) FINISH COATS. GRADE DEEP TONE PAINT FINISH ON GYPSUM BOARD SURFACES. 40. UPON COMPLETION OF WORK, REMOVE EXCESS PAINT, STAIN, VARNISH, ADHESIVE, CAULK, ETC. FROM ALL OTHER SURFACES THAT WERE NOT SPECIFIED TO RECEIVE SAME. 41. TOUCH-UP AND PATCH SURFACES AS REQUIRED AFTER THE COMPLETION OF WORK BY OTHER TRADES. 42. WHERE COLUMNS OCCUR IN AREAS SCHEDULED TO BE FINISHED, THEY SHALL RECEIVE THE SAME FINISH AS THE ROOM, UON. 43. ALL PAINTED SURFACES SHALL BE PREPARED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS (ESPECIALLY IN REGARD TO THE PRIMING OF EXISTING SURFACES). 44. PUTTY ALL NAIL HOLES, COUNTERSUNK SCREWS, BOLTS, CRACKS, ETC. BEFORE APPLYING FINISH. 45. SAND ALL WOOD SURFACES SMOOTH AND EVEN BEFORE APPLYING FINISH. 46. SAND ENAMELED FINISHES APPLIED TO WOODS OR METAL BETWEEN COATS WITH FINE SANDPAPER TO PRODUCE SMOOTH FINISH. 47. MAKE FINISH WORK UNIFORM AND SMOOTH, FREE OF RUNS, SAGS, DEFECTIVE BRUSHING AND CLOGGING. MAKE EDGES OF PAINT ADJOINING OTHER MATERIALS OR COLORS SHARP AND CLEAN WITHOUT OVERLAPPING. 48. CHANGE PAINT FORMULATION AS REQUIRED FOR DIFFERENT ENVIRONMENTS, MATERIALS AND SURFACE PREPARATIONS. 49. VERIFY ATTIC STOCK REQUIREMENTS OF ALL FINISH MATERIALS WITH BUILDING MANAGEMENT AND TENANT. 1. ALL EXISTING INTERIOR AND PERIMETER MINI BLINDS TO BE BAGGED AND CLEANED TO LIKE -NEW CONDITION. 2. ALL PERIMETER GLAZING TO RECEIVE BLINDS AS INDICATED IN DRAWINGS. COORDINATE WITH BUILDING MANAGEMENT. MATCH EXISTING CONDITIONS UON. 3. ALL INTERIOR SIDELIGHTS TO RECEIVE 1" MINI -BLINDS WHERE INDICATED IN DRAWINGS. 4. PROVIDE SAMPLE AND CUT SHEET TO ARCHITECT FOR REVIEW. 5. PROVIDE AND INSTALL ALL CODE REQUIRED SIGNAGE. 6. TENANT'S FURNITURE SHALL BE THE RESPONSIBILITY OF THE TENANT AND THEIR VENDOR. GC SHALL INVITE AND COORDINATE TENANTS VENDOR FOR FIELD MEASUREMENTS AND VERIFICATION OF LAYOUT AND ALL ELECTRICAL AND VOICE DATA REQUIREMENTS. 7. FURNITURE SYSTEMS CONNECTIONS (WHIPS) SHALL BE PROVIDED BY TENANT'S FURNITURE VENDOR AND INSTALLED BY THE GC, UNO. GC TO COORDINATE. VERIFY ALL ELECTRICAL AND VOICE DATA CONNECTIONS. DIVISION XXI -FIRE SUPPRESSION 1. ALTER OR INSTALL FIRE PROTECTION SYSTEM PER BUILDING STANDARD, LOCAL REGULATIONS AND ORDINANCES. 2. PROVIDE ALL EMERGENCY LIGHTING, EXIT SIGNS, FIRE ALARM SPEAKERS, STROBES AND BELLS AS REQUIRED BY CODE. DESIGN AND INSTALL THE SAME IN COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT. 3. PROVIDE SPRINKLERS, FIRE RATED DOORS AND FRAMES, FIRE EXTINGUISHERS, ETC. AS REQUIRED BY APPLICABLE LOCAL CODES AND LAWS. 4. FIRE EXTINGUISHERS SHALL BE BY UNDERWRITER'S LABORATORY 2A-106C 5-LB, MULTIPURPOSE EXTINGUISHER WITH SQUEEZE -TYPE HANDLE AND FLEXIBLE DISCHARGE HOSE WITH VISIBLE PRESSURE GAUGE, UON. 5. FIRE EXTINGUISHERS SHALL BE INSTALLED PER BUILDING STANDARD REQUIREMENTS, UON. VERIFY LOCATION WITH FIRE MARSHALL. WHEN REQUIRED BY CODE, PROVIDE 1 WALL MOUNT TYPE IN EACH SERVER ROOM OR LABORATORY. 6. DESIGN BUILD FIRE PROTECTION DRAWINGS SHALL INDICATE: A. LAYOUT, LOCATION, AND SIZE OF SPRINKLER LINES AND HEADS. B. PRESSURE REQUIREMENTS. C. SPRINKLER HEAD SPECIFICATIONS. D. LOCATION OF FIRE PROTECTION RISERS AND WALL HYDRANTS E. CHANGES OF USE SHALL BE RESOLVED FOR NEW OCCUPANCY FIRE FLOW. 7. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. INCLUDE HORNS AND STROBES. 8. ALL SPRINKLER HEADS SHALL BE CENTERED IN ACOUSTICAL CEILING TILE, UON. 9. USE OF NFPA 13 QUICK RESPONSE HEADS MAY BE REQUIRED. CONTRACTOR SHALL VERIFY EXTENT OF QUICK RESPONSE HEADS BY CITY FOR THIS PROJECT. 10. IF CEILING IS DESIGNED FOR AN OPEN CEILING CONDITION, GC SHALL PROVIDE SPRINKLER HEADS IN AN UPRIGHT CONDITION. WORK SHALL BE VISIBLE AND SUITABLY CONSTRUCTED. DMSION XXII -PLUMBING 1. PROVIDE SUPPLY, WASTE AND VENT LINES, VALVES, FITTINGS, ETC. REQUIRED FOR KITCHEN SINKS, DISHWASHER, REFRIGERATOR, AIR CONDITIONING UNIT(S), VENDING MACHINES, COFFEE MAKER, WATER HEATERS, ETC. 2. ALL FIXTURE INSTALLATIONS SHALL CONFORM TO THE AMERICANS WITH DISABILITIES ACT. 3. PROVIDE NEW PLUMBING FIXTURES AS SPECIFIED PER DRAWINGS, OR PER BUILDING STANDARD, UON. 4. PROVIDE HOT AND COLD WATER TO SINKS/DISHWASHERS IF APPLICABLE. 5. ALL NEW WATER HEATERS ARE TO BE INSTALLED WITH DRIP PAN CONNECTED TO WASTE LINE. VERIFY LOCATIONS WITH BUILDING MANAGEMENT AND INSPECTORS. 6. ALL PLUMBING FIXTURES ARE TO BE INSTALLED TO MEET CURRENT GOVERNING LOCAL AND FEDERAL CODES. 7. CONTRACTOR SHALL PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 8. VERIFY WATER SUPPLY &SEWER DRAIN CAPACITY FOR ENTIRE BUILDING WILL MEET NEW CAPACITY WHEN NEW RESTROOMS ARE ADDED TO BUILDING. DMSION XXIII -MECHANICAL 1. PROVIDE BUILDING STANDARD HVAC SYSTEM WITH ALL MATERIALS, LABOR AND ACCESSORIES FOR COMPLETE OPERATION OF SYSTEM. CONTRACTOR TO BALANCE HVAC SYSTEM AS REQUIRED. 2. DESIGN BUILD MECHANICAL ENGINEERING DRAWINGS INDICATE: A. DUCTS, AIR MOVEMENT REQUIREMENTS, &SIZES OF GRILLES &REGISTERS. 3. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 4. HVAC CONTRACTOR TO CLEAN, REPAIR OR REPLACE SOILED OR DAMAGED HVAC GRILLS, FILTERS AND THERMOSTATS. 5. RE -ZONE, ALTER OR SEPARATE HVAC AS NECESSARY AS DIRECTED BY BUILDING MANAGEMENT FOR ALTERED SUITES. 6. IN OPEN CEILING CONDITIONS DESIGN OF HVAC WILL ACCOUNT FOR CHANGES IN THE RETURN AIR PLENUM. ALL HVAC WILL BE VISIBLE AND OF SUITABLE MATERIAL AND INSTALLATION METHOD. 7. IN HIGHRISE BUILDINGS CONTRACTOR SHALL VERIFY METHOD OF SMOKE CONTROL AND PROVIDE DESIGN CONSIDERATIONS IF NEEDED. DMSION XXVI -ELECTRICAL AND TELECOMMUNICATIONS 1. REUSE EXISTING ELECTRICAL AND DATA AS APPROPRIATE TO MEET THE TENANT'S REQUIREMENTS. REPLACE OUTLET COVER PLATES TO MATCH NEW FINISH IF APPLICABLE. 2. PROVIDE ALL WORK, EQUIPMENT AND LABOR FOR A COMPLETE AND OPERABLE ELECTRICAL SYSTEM. PROVIDE ELECTRICAL OUTLETS PER POWER AND DATA PLAN. 3. PROVIDE MUD RING FOR DATA AND COMMUNICATION AS SHOWN ON THE POWER AND DATA PLAN. EACH MUD RING TO HAVE A MINIMUM NUMBER OF WIRE PULLS AS INDICATED ON DRAWINGS. COORDINATE DATA CABLE CONFIGURATION WITH THE TENANT. 4. ALL OUTLETS AND MUD RINGS TO BE LOCATED AT 18" AFF TO THE CENTER LINE, UON. 5. WHERE MULTIPLE DEVISES OCCUR IN A SINGLE LOCATION, ALL DEVICES SHALL BE GANGED UON. 6. ALL ELECTRICAL OUTLETS WITHIN THE CODE REQUIRED DISTANCE FROM A SINK SHALL BE ON A GROUND FAULT INTERRUPTED CIRCUIT. 7. ALL WIRING DEVICES: SHALL BE BUILDING STANDARD EXCEPT: "ISOLATED GROUND" OUTLETS SHALL BE ORANGE, "HOSPITAL GRADE ISOLATED GROUND" OUTLETS SHALL BE ORANGE WITH A GREEN DOT, "EMERGENCY" OUTLETS SHALL BE RED, AND "DEDICATED" OUTLETS FOR "CLEAN CIRCUIT" FIXTURES SHALL BE GRAY (UNLESS BUILDING STANDARD DICTATES OTHERWISE). ALL COVER PLATES SHALL BE BUILDING STANDARD FINISH, UON. VERIFY WITH BUILDING MANAGEMENT. 8. PROVIDE SEPARATE CIRCUITS FOR TENANT'S EQUIPMENT (INCLUDING THE TELEPHONE SWITCH, COPIERS, COMPUTERS, ETC.) WHEN NOTED ON THE CONSTRUCTION DOCUMENTS. 9. COORDINATE SCHEDULE WITH FURNITURE VENDOR FOR THE USE OF ELECTRICIANS DURING THE INSTALLATION OF TENANT'S NEW FURNITURE. 10. ALL ELECTRICAL WIRING, TELEPHONE AND COMPUTER CABLING, AND CONDUIT SHALL BE CONCEALED IN FLOORS, WALLS, OR CEILINGS. CABLING FOR VOICE AND DATA TO BE PROVIDED BY TENANT'S VENDORS AND SHALL BE COORDINATED BY THE BUILDING MANAGER, UNO. 11. THE CONTRACTOR IS TO COORDINATE WITH THE TENANTS SUPPLIED FURNITURE SYSTEMS TO INCLUDE BUT NOT LIMITED T0: ELECTRICAL AND DATA WIRING LOCATIONS, J-BOX LOCATIONS, CONNECTIONS AND WALL MOUNTED REQUIREMENTS. 12. THE CONTRACTOR IS TO VERIFY EXISTING ABANDONED CORE DRILL LOCATIONS AND FILL AS REQUIRED WITH MATERIAL TO MEET CURRENT FLAME SPREAD REGULATIONS. LOCATIONS TO BE PREPARED TO RECEIVE NEW FLOOR FINISH AS REQUIRED. FLOOR SHALL BE LEFT FLUSH. 13. ARCHITECTURAL DRAWINGS INDICATE LOCATION ONLY OF DEVICES SHOWN. SWITCHING AND CIRCUITING SHALL BE INDICATED ON SEPARATE ELECTRICAL ENGINEERING AS -BUILT DRAWINGS AND SHALL MEET OWNER'S GUIDELINES. 14. ALL TELEPHONE, ELECTRICAL, COMMUNICATION AND SECURITY WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE CODES. 15. DRAWINGS INDICATE ALL DIMENSIONS TO CENTERLINE OF TELEPHONE, ELECTRICAL, AND COMMUNICATION COVER PLATE. OUTLETS SHOWN GROUPED TOGETHER ON PLAN SHALL BE SET TO A MINIMUM DIMENSION BETWEEN EACH DEVICE. 16. BACK-TO-BACK OUTLETS ARE NOT PERMITTED. OFFSET OUTLETS THE MINIMUM DIMENSION REQUIRED FOR ACOUSTICAL CONTROL. 17. LOCATION OF ALL WALL MOUNTED POWER AND DATA DEVICES SHALL BE FIELD REVIEWED BY THE TENANT BEFORE INSTALLATION. 18. ELECTRICAL ENGINEER TO PROVIDE DESIGN/BUILD PACKAGE TO ARCHITECT FOR REVIEW PRIOR TO INSTALLATION. 19. THE LAYOUT DIAGRAMS COORDINATE LOCATION OF POWER &DATA DEVICES. REFER TO DESIGN/BUILD DOCUMENTS FOR SCOPE, TECHNICAL LAYOUT AND SPECIFICATIONS FOR EACH DISCIPLINE. 20. ARCHITECTS DOCUMENTS INDICATE LOCATION AND RELATIONSHIP OF DEVICES. COORDINATE EXACT LOCATION WITH FURNITURE VENDOR. 21. COORDINATE POWER/DATA, FIRE SAFETY DEVICES &LIGHT FIXTURE MOUNTING LOCATIONS WITH INTERIOR ELEVATIONS, SYSTEM FURNITURE, FINISHES &CASEWORK. 22. PROVIDE EXTENSION RINGS AND MOUNTING ACCESSORIES WHERE REQUIRED FOR POWER/DATA DEVICES AND LIGHT FIXTURES. COORDINATE WITH INTERIOR FINISHES AND CASEWORK. 23. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 24. RECIRCUIT, ALTER OR SEPARATE ELECTRICAL AND VOICE SYSTEM AS NECESSARY AND AS DIRECTED BY BUILDING MANAGEMENT FOR ALTERED SUITES. 25. IN AN OPEN CEILING CONDITION ALL ELECTRICAL AND VOICE DATA SHALL BE VISIBLE AND SUITABLE INSTALLATION METHODS SHALL BE USED. 26. LOCATION OF SWITCHES SHALL BE SHOWN ON THE REFLECTED CEILING PLAN. ALL SWITCHES SHALL BE MOUNTED AT A MAXIMUM HEIGHT OF 48" A.F.F. TO MEET THE LATEST ACCESSIBILITY CODES AND REGULATIONS. 27. WHERE MULTIPLE SWITCHES OCCUR IN A SINGLE LOCATION, ALL SWITCHES SHALL BE GANGED UON. 28. WHEN WORKING IN PUBLIC CORRIDOR OR COMMON AREAS VERIFY SWITCHING REQUIREMENTS WITH BUILDING MANAGEMENT. 29. VERIFY WITH BUILDING MANAGEMENT SEPARATION OF SUITE SWITCHING WHEN DEMISING CONFIGURATIONS CHANGE. 30. DOWN LIGHTS SHOWN IN THE CENTER OF CEILING TILE WITHOUT DIMENSIONS ARE TO BE LOCATED IN THE CENTER OF CEILING TILE OR CENTER OF 2X2 PORTION OF 2X4 SECOND LOOK TILE. UON. 31. REUSE ALL EXISTING BUILDING STANDARD FLUORESCENT FIXTURES AS NEEDED PER DESIGN LAYOUT AND TO MEET LOCAL ENERGY CODE COMPLIANCE. VERIFY OR PROVIDE NEW LAMPS AND REPLACE FAULTY BALLASTS. 32. PERMIT DRAWINGS TO BE REVIEWED AND APPROVED IN WRITING BY LANDLORD PRIOR TO COMMENCEMENT OF WORK. 33. ALL OFFICE AREAS LESS THAN 300 SQ. FT. ENCLOSED BY WALLS OR CEILING -HEIGHT PARTITIONS, AND ALL MEETING AND CONFERENCE ROOMS, SHALL BE EQUIPPED WITH OCCUPANCY SENSORS, PER CODE. 34. DESIGN BUILD ELECTRICAL ENGINEERING DRAWINGS INDICATE: A. CIRCUITING AND WIRING OF LIGHT FIXTURES, AND SWITCHES. B. LIFE SAFETY EQUIPMENT. C. LOCATION OF REQUIRED EMERGENCY LIGHT FIXTURES. D. LIGHT FIXTURE SPECIFICATIONS 35. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 36. CONTRACTOR SHALL RE -CIRCUIT AND RE -SWITCH ALL ASPECTS OF TENANT SUITE AND ADJOINING SUITES AS NECESSARY TO FULLY SEPARATE TENANT SUITE FROM OTHERS, AND PROVIDE NEW CORRIDOR, HALLWAY AND OPEN OFFICE SWITCHES AS NEEDED. 37. VERIFY SWITCHING WITH TENANT AND BUILDING MANAGEMENT. VERIFY APPROVED ENERGY CODE REQUIREMENTS OR ENERGY MANAGEMENT SYSTEM AS PART OF THE DESIGN BUILD CONTRACT. 38. PROVIDE, ALTER OR VERIFY ALL EMERGENCY EXIT LIGHTING AND ACCESS PATHWAY LIGHTING AS DIRECTED BY EXISTING CONDITIONS AND CODE REQUIREMENTS. 39. EXIT SIGNS SHALL HAVE UL #924. 40. PROJECT MAY HAVE MULTIPLE LIGHT SOURCES AND LAMPS. CONTRACTOR SHALL PROVIDE CONSISTENT CAMPING FOR ALL LIGHT FIXTURE AND BETWEEN FIXTURE TYPES. 3,500K IS PREFERRED. NOTIFY DESIGNER IF CONSISTENT CAMPING IS UNOBTAINABLE AT THE START OF THE PROJECT. 41. VERIFY ALL ENERGY CODE REQUIREMENTS WITH JURISDICTION OF RECORD. VERIFY LIGHT SWITCHING WITH TENANT AND BUILDING MANAGEMENT. 42. PROJECT MAY HAVE LED LIGHTS SPECIFIED. PROVIDE LIGHTING LEVEL ANALYSIS (IN FOOT CANDLES) FOR DESIGNER'S REVIEW BEFORE ORDERING PRODUCT. VERIFY CONTROLS WITH DESIGNER. ALL LED FIXTURES SHALL HAVE DIMMING CAPABILITIES SO THAT AS FIXTURE DIMINISHES THE POWER CAN BE INCREASED SO THAT LIGHTING LEVELS REMAIN CONSTANT AT 70% OVER THE LIFE OF THE FIXTURE (10 YEARS). 43. GC SHALL VERIFY ALL CARD ACCESS AND SECURITY REQUIREMENTS WITH BUILDING MANAGEMENT AND TENANT. DETERMINE IF A BUILDING WIDE SYSTEM IS AVAILABLE AT THE START OF THE PROJECT. IF SO AL WORK SHALL BE DONE SO THAT THE BUILDINGS WARRANTEE AND OPERATION IS MAINTAINED. Tenant: TR INTERNATIONAL 22817 - 102ND PL W 22817 - 102ND PLACE W EDMONDS, WA 98020 BURGESS DESIGN I N T E R I O R S � A R C H I T E C T U R E All reproduction &intellectual property rights reserved c 2017 Professional seal ARCHITECT RAIQDALL ALAN MORGAN STATE OF WASHINGTON No. Issue Description Date PERMIT SET 02.23.21 CITY CORRECTION-01 03.19.21 City Electronic Stamp Location Drawn by: �/B Project Manager: MC�11/ Project No: 20-0151-00 RESUB BLD2021-0220 Mar 22 2021 CITY OF EDMON DS DEVELOPMENT SERVICES DEPARTMENT PROJECT NOTES Original drawing is 30" x 42". Scale entities accordingly if reduced G.0.1 SUITE B LONGEST COMMON PATH OF EGRESS TRAVEL: 83' - 6" (SP,4CE THAT ONLY REQUIRES ONE EXIT) n LOBBY ,4RE,4 AND ASSOCI,4TED CORRIDOR TO BE UPGR,4DED TO A ONE HOUR CORRIDOR REFER TO DETAILS. P R O J E C T V,4 L U I O N AS INCLUDED IN THESE C O D E S U M M R Y ,4T DOCUMENTSATE ,4 CONSTRUCTION PROJECT COST: COST: � SUITE A NUMBERS SHOWN ARE MAXIMUMS 1. OCCUPANT(S) PER ROOM -BASED ON TABLE 1004.1.2 OF THE I.B.C. TOTAL CONSTRUCTION COST: �263,000 (20� _ $52,600) ACCESSIBLE CASEWORK INCLUDING BREAK $27,000 11.44� ROOM, RECEPTION DESK, AND NEW 01 = B GROUP -OFFICE: 1 OCCUPANT PER 150 SQUARE FEET RESTROOM SINK O = B GROUP -SMALL ASSEMBLY: 1 OCCUPANT PER 15 SQUARE FEET DOORS HARDWARE: ALL DOOR OPENINGS $6,500 2.75� AND DOOR LEVERS MEET ADA GUIDELINES 03 = B GROUP -STORAGE: 1 OCCUPANT PER 300 SQUARE FEET PLUMBING: INCLUDING ADA SHOWER AND $12,700 4.83� O4 = B GROUP -EXERCISE ROOM: 1 OCCUPANT PER 50 SQUARE FEET SHOWER INSERT, BREAK ROOM SINKS, DISHWASHER & RESTROOM SINKS 2. TYPE OF OCCUPANCY LOAD APPLIED -BASED ON THE ABOVE LETTER B RESTROOM ACCESSORIES: INCLUDING SHOWER �1,400 0.59� 1 OCCUPANTS = 27.54 INSERT, GRAB BARS, TOILET PAPER DISPENSER, 2 OCCUPANTS = 44.12 SEAT COVER, ETC. 3 OCCUPANTS = 0.91 4 OCCUPANTS = 3.26 ELECTRICAL: INCLUDING LIGHT SWITCHES, $5,600 2.37� LIGHTING, AND ELECTRICAL OUTLETS, ETC. TOTAL OCCUPANTS: 75.83 = 76 OCC. (2 EXITS REQUIRED; 3 PROVIDED) TOTAL: $53,200 20.23� SUITE B NUMBERS SHOWN ARE MAXIMUMS 1. OCCUPANT(S) PER ROOM -BASED ON TABLE 1004.1.2 OF THE I.B.C. OT O1 = B GROUP -OFFICE: 1 OCCUPANT PER 150 SQUARE FEET 2 = B GROUP -SMALL ASSEMBLY: 1 OCCUPANT PER 15 SQUARE FEET .. � i. ��. E. C�. ..I.. ..I.. I � � � � � 2. TYPE OF OCCUPANCY LOAD APPLIED -BASED ON THE ABOVE LETTER B O ----.-�-.- .------�---.---.===� . I. . . . . . 1 OCCUPANTS = 8.96 .. � � � - - J . � 2 OCCUPANTS (10%) = 9.96 I �.�.�.�.�. .�.�.�.�.�.�.�. .�.�.�.�.�.�.�.�.�.�. TOTAL OCCUPANTS: 18.92 = 19 OCC. F.E.C. I �.�.�.�.�. .�.�.�.�.�.�.�. .�.�.�.�.�.�.�.�.�. (1 EXIT REQUIRED; 1 PROVIDED) I O � I I .. I I .......................................................... I OFFICE I EGRESS SUMMARY t96SF/150 SUITE B � �� O1 I.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�. .� � � � � � � .�.�.�.�.�.�. SUITE A I �� TOTAL APPROXIMATE SUITE AREA:5,409SF OFFICE SMALL ASSEM�LY � �D� `� t1344.60 SF/150 =8.96 OCC. (10% ASSUMPTIION) � � � � � � � � � � � � � � TOTAL OCCUPANCY: 76 OCCUPANTS OI EGRESS WIDTH PER OCCUPANCY: 2.2 2 I I � � � � � � � � � � � � � � � � MINIMUM EGRESS WIDTH REQUIRED: 3'-8" I I � � � � � � � � � � � � � COMMON PATH OF TRAVEL ALLOWED: 75'-0" (PER IBC TABLE 1006.2.1 FOR SPACES I � � � � � � � � � � � � � EXIT ONLY REQUIRING 1 EXIT AND UNDER 30 OCCUPANTS) �` MAXIMUM EXIT ACCESS TRAVEL DISTANCE TO EXIT ALLOWED: B OCCUPANCY WITHOUT I �•• I . . . . RECEPTION CONFERENCE SPRINKLER SYSTEMS PER TABLE 1017.2 = 200' t122 SF/15 f304 SF/15 I =8.13 OCC. =20.26 OCC. I � � FE -FIRE EXTINGUISHERS: I STORAGE/SERVER STORAG /SERVER O O 75'-0" MINIMUM DISTANCE BETWEEN FIRE EXTINGUISHERS, G.C. TO VERIFY I f98 SF/300 t93 SF/300. ' I =0.33 OCC. =0.31 occ. � � � � � � � � � ACCURACY I 3 3 o FIRE EXTINGUISHER LOCATIONS I O O ....... . NOTE: � > � � � � •d. � . � . PROVIDE EGRESS ILLUMINATION PER IBC 1006. CONTRACTOR IS RESPONSIBLE FOR I O- .. . • �. • - DESIGN OF THIS SYSTEM UNDER THE DESIGN BUILD CONTRACT. VERIFY WITH BUILDING I \�'' �^O. CLEAR AREA MANAGEMENT'S EXISTING SYSTEM AND PROVIDE FULL COMPLIANCE TO NEW TENANT SPACE I �. FOR ADA ACCESS I •... �� SUITEB . .. .N. . I TOTAL APPROXIMATE SUITE AREA: 1,494 SF �I� � � � � � � � � � TOTAL OCCUPANCY: 19 OCCUPANTS .� BREAK ROOM Ot1573 OC1C .............. .... EGRESS WIDTH PER OCCUPANCY: 0.5" D 2 .... DD O �� MINIMUM EGRESS WIDTH REQUIRED: 3'-8" EXERCISE D t163 SF/50 D � � � � SUITE A COMMON PATH OF TRAVEL ALLOWED: 75'-0" PER IBC TABLE 1006.2.1 FOR SPACES -3.26 OCC. D D � � � � �3 ONLY REQUIRING 1 EXIT AND UNDER 30 OCCUPANTS) O � .......... S\ O .. ��:�.�.�.�.� .� O O ,': OFFICE s'-o� 3'-0� ��' f256 SF/150 MAXIMUM EXIT ACCESS TRAVEL DISTANCE TO EXIT ALLOWED: 3 a'-s• 5'-0" I O�q =1.71 occ. B OCCUPANCY WITHOUT SPRINKLER SYSTEMS PER TABLE 1017.2 = 200' � � EXI ING � � � � RESITROOM CO�-9 O NONE OCOOM D NON -OCCUPIED � OAS FE -FIRE EXTINGUISHERS: •5._9� \ T,� 75'-0" MINIMUM DISTANCE BETWEEN FIRE EXTINGUISHERS, G.C. TO VERIFY WORK ROOM � \ � � \ �C� \ ACCURACY F.E. t116 SF/150 STORAGE � 1 FIRE EXTINGUISHER LOCATIONS =0.77 OCC. MOTHER'S/ t84 SF/300 r - e \ � ��• �� 6%' NOTE: o PHONE RM. =0.28 OCC. I � � � I � � � � - - � � I �, 1 t 0.53F000. 3 1�c EAR AREA I � � so'Xas' � I 3o"x48° I PROVIDE EGRESS ILLUMINATION PER IBC 1006. CONTRACTOR IS RESPONSIBLE FOR O I �.� CESS I \ C FOR ADq. / I C FOR A RASA I '`� ACCESS I I ACCESS I DESIGN OF THIS SYSTEM UNDER THE DESIGN BUILD CONTRACT. VERIFY WITH BUILDING O - � . . � � . � � �18" � � I I MANAGEMENT'S EXISTING SYSTEM AND PROVIDE FULL COMPLIANCE TO NEW TENANT SPACE L�J � MiN.• TYR.. � L� J L J 0 0 0 0 o 0 0 o m F.E.C. EXIT I /�A A A /�J\ /� /`J\ A A A A A \ �� OPEN OFFICE �� f2,503 SF/150 OFFICE =16.69 OCC. f250 SF/150 =1.67 OCC. OFFICE OFFICE f119 SF/150 O f251 SF/150 O=0.79 OCC. =1.67 OCC. O O 30"x48" (CLEAR AREA I FOR ADA (ACCESS JI 60"x60" CLEAR AREA FOR ADA ACCESS �° �O 30"x48" CLEAR AREA ° FOR ADA LESS r30"x48" CLEAR AREA a ° FOR ADA ACCESS / MODIFIED SHOWER/RESTROOM (ADA) NON -OCCUPIED OFFICE I t461 SF/150 I =3.07 OCC. I O I Tenant: TR INTERNATIONAL 22817 - 102ND PL W 22817 - 102ND PLACE W EDMONDS, WA 98020 BURGESS DESIGN I N T E R I O R S A R C H I T E C T U R E All reproduction &intellectual property rights reserved c 2017 Professional seal No. Issue Description n,.+„ PERMIT SET 02.23.21 CITY CORRECTION-01 03.19.21 City Electronic Stamp Location Drawn by: �/B Project Manager: Mt✓�l�l Project No: 20-0151-00 � SUITE A RESUB � LONGEST C ®M M ®N BLD2021-0220 Mar 22 2021 CITY OF EDMONDS I DEVELOPMENT SERVICES DEPARTMENT �' PATH 0 F EGRESS CODE SUMMARY TRAVEL: 57'-0" CODS SUMMARY Original drawing is 30" x 42". Scale entities accordingly if reduced G.0.2 DEMOLITION SYMBOLS � � EXISTING CONSTRUCTION TO BE REMOVED �� EXISTING CONSTRUCTION TO REMAIN GENERAL DEMOLITION NOTES 1. REFER TO CONSTRUCTION PLAN AND CEILING PLAN FOR EXTENT OF DEMOLITION. 2. SAVE AND STORE ALL LIGHT FIXTURES, EXIT SIGNS, DOORS &HARDWARE FOR RE —USE, UON. Tenant: TR INTERNATIONAL 22817 - 102ND PL W 22817 - 102ND PLACE W EDMONDS, WA 98020 BURGESS DESIGN I N T E R I O R S A R C H I T E C T U R E All reproduction &intellectual property rights reserved c 2017 Professional seal No. Issue Description Date PERMIT SET 02.23.21 CITY CORRECTION-01 03.19.21 City Electronic Stamp Location Drawn by: �/B Project Manager: Mt✓�l�l Project No: 20-0151-00 RESUB BLD2021-0220 Mar 22 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DEMOLITION PLAN DEMOLITION PLAN 0 8' 16' 24' J Original drawing is 30" x 42". Scale entities accordingly if reduced A.1.1 CONSTRUCTION PLAN J SYMB®L LEGEND �� EXISTING CONSTRUCTION TO REMAIN 1_� NEW INSULATED FULL HEIGHT INTERIOR PARTITION CONSTRUCTION, PER DETAIL J/A.9.1 A NEW INTERIOR 1 HOUR FIRE RATED WALL, PER DETAIL K/A.9.1 B EXISTING INTERIOR WALL TO BE MODIFIED FOR 1 HOUR RATED, PER DETAIL L/A.9.1 NEW INTERIOR PARTIAL HEIGHT CONSTRUCTION, PER DETAIL A/A.9.2 r FULL HEIGHT SIDELITE Tenant: TR INTERNATIONAL 22817 - 102ND PL W 22817 - 102ND PLACE W EDMONDS, WA 98020 BURGESS DESIGN I N T E R I O R S A R C H I T E C T U R E All reproduction &intellectual property rights reserved c 2017 Professional seal 8 ARCH RARDALL ALAN MORGAN STATE OF WASHINGTON No. Issue Description Date PERMIT SET 02.23.21 CITY CORRECTION-01 03.19.21 City Electronic Stamp Location Drawn by: �/B Project Manager: Mt✓�l�l Project No: 20-0151-00 RESUB BLD2021-0220 Mar 22 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CONSTRUCTION PLAN Original drawing is 30" x 42". Scale entities accordingly if reduced A.2A.1 0 8' 16' 24' 1 /4" RCP LEGEND SYMBOL DESCRIPTION/SPEC EXISTING 2' X 4' FLUORESCENT FIXTURE TO REMAIN. � � EXISTING 2' X 4' FLUORESCENT I�� II � �---J FIXTURE TO BE REMOVED. I� EXISTING RECESSED CAN LIGHT Tenant: TR INTERNATIONAL 22817 - 102ND PL W 22817 - 102ND PLACE W EDMONDS, WA 98020 BURGESS DESIGN I N T E R I O R S A R C H I T E C T U R E All reproduction &intellectual property rights reserved c 2017 Professional seal No. Issue Description Date PERMIT SET CITY CORRECTION-01 02.23.21 03.19.21 City Electronic Stamp Location Drawn by: �/B Project Manager: MC�1V Project No: 20-0151-00 BLD2021-0220 RESUB Mar 22 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DEMOLITION REFLECTED CEILING PLAN DEMOLITION REFLECTED CEILING PLAN J 0 8' 16' 24' Original drawing is 30" x 42". Scale entities accordingly if reduced A.2B.1 RCP LEGEND SYMBOL DESCRIPTION/SPEC EXISTING 2' X 4' FLUORESCENT FIXTURE TO REMAIN. R =RELOCATED RELOCATED 2' X 4' FLUORESCENT FIXTURE. n_...__...- ---------....._.._ Tenant: TR INTERNATIONAL 22817 - 102ND PL W 22817 - 102ND PLACE W EDMONDS, WA 98020 BURGESS DESIGN I N T E R I O R S A R C H I T E C T U R E All reproduction &intellectual property rights reserved c 2017 Professional seal ARCHITECT RARDALLALAN MORGAN STATE OF WASHINGTON No. Issue Description Date PERMIT SET 02.23.21 1 CITY CORRECTION-01 03.19.21 City Electronic Stamp Location Drawn by: �/B Project Manager: MC�I�I Project No: 20-0151-00 RESUB BLD2021-0220 Mar 22 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT REFLECTED CEILING PLAN REFLECTED CEILING PLAN 0 8' 16' 24' Original drawing is 30" x 42". Scale entities accordingly if reduced A.2B.2 WALL MOUNTED DEVICES SYMBOL DESCRIPTION Q � � EXISTING TO REMAIN DUPLEX OUTLET (#DENOTES MOUNTING HT IN INCHES) QUADRAPLEX OUTLET � DEDICATED DUPLEX OUTLET I-OO JUNCTION BOX Tenant: TR INTERNATIONAL 22817 - 102ND PL W 22817 - 102ND PLACE W EDMONDS, WA 98020 BURGESS DESIGN I N T E R I O R S A R C H I T E C T U R E All reproduction &intellectual property rights reserved c 2017 Professional seal ARCH RA11bALL ALAN MORGAN STATE OF WASHINGTON No. Issue Description Date PERMIT SET CITY CORRECTION-01 03.19.21 City Electronic Stamp Location Drawn by: �/B Project Manager: MC�I�I Project No: 20-0151-00 pnwFR � nATA PLI�U B BLD2021-0220 Mar 22 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT POWER AND DATA PLAN 0 8' 16' 24' Original drawing is 30" x 42". Scale entities accordingly if reduced A.2C.1 FINISH SPECIFICATIONS SYMBOL MANUFACTURER DESCRIPTION SASE B-1 ROPPE 4"h COVED RUBBER BASE. COLOR: CHARCOAL 123 CARPET CPT-1 BENTLEY FIELD CARPET STYLE: TECH UPD8 4TDT4 COLOR: THEOREM 400012 INSTALLED: DIRECT GLUE LUXURY VINYL TILE Tenant: TR INTERNATIONAL 22817 - 102ND PL W 22817 - 102ND PLACE W EDMONDS, WA 98020 BURGESS DESIGN I N T E R I O R S A R C H I T E C T U R E All reproduction &intellectual property rights reserved c 2017 Professional seal �E`GISTERED ARCHITECT RAI�DALL ALAN MORGAN STATE OF WASHINGTON No. Issue Description Date PERMIT SET CITY CORRECTION-01 02.23.21 03.19.21 City Electronic Stamp Location Drawn by: �/B Project Manager: MC�I�I Project No: 20-0151-00 Fn�T�u FT .nnR PLA�IESU B BLD2021-0220 Mar 22 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT FINISH FLOOR PLAN 0 8' 16' 24' J Original drawing is 30" x 42". Scale entities accordingly if reduced A.2D.1 ENLARGED PLAN � ENLARGED EQUIPMENT PLAN SHOWER ROOM ELEVATION 54" MIN. 39"-41" 'I 42" MIN. 1-1 /4"�x42"L GRAB BAR 12" MAX. W.C: 0 0 N z �o oD SS-1 SHOWER ROOM ELEVATION WALL -MOUNTED LIGHT FIXTURE, WHERE OCCURS 24"x30" SELF FRAMED MIRROR Z 0 z � o U n Q I _ � � °� � o I � LAV. � � o 0 � � N � � I I � � � I I - - - - � cal HC NON ACCESSIBLE HC URINAL ACCESSIBLE MOUNTING W.C. HEIGHT 17" TYP. ADA COMPLIANT RR MOUNT. HTS. NTS 1-1/2"�x36"L GRAB BAR � � Q � � c_, LL = o I z � o o z 0 o Q U � I = x z Q � o � =1sD o I I I N N . z_ I N i� z 0 I i� SOAP DISP. x Q 0 HC 8" MIN 6" MAX ACCESSIBLE TOE CLEARANCE W.C. 1'5�' MIN DEPTH SHOWER ROOM ELEVATION SHOWER MIXER AND HAND HELD SYSTEM: MOEN #8342EP15 AMD 8371HD 3360. AT ADA COMPLIANCE OMIT SLIDE BAR AND HAND HELD AT TRADITIONAL SHOWER. PROVIDE ROD CURTAIN ASSEMBLY PER ACCESSORY SCHEDULE. ADA ACCESSIBLE SHOWER, TYP. FIBER FAB MODEL #38H1/WHITE OR APPROVED EQUAL. CONTROLS/HANDSHOWER LOCATION 4 18" VERITCAL GRAB BAR TRANSFER SIDE z Q � �� STANDARD GRAB BAR � C° MIN. 33" /MAX. 36" A.F.F. AND FOLDING SEAT, COMES WITH SHOWER ASSEMBLY ADA SHOWER DETAIL Reach portion of fixture can't be greater than 48" aff. Seat dispenser can NO LONGER go behind toilet in ADA. I� 0 I N 5" MAX. 15" MIN. NAPKIN � PAPER DISPOSAL TOWEL UNIT DISPENSER NON-ADA TOILET UNIT PAPER DISPENSER DISPOSAL UNIT 1'-3" MAX EA. SIDE CONTROL WALL EWC FIRE EXTINGUISHER CABINET SHOWER ROOM ELEVATION 42" MAX. 36" MAX. 24" MIN. � z 0 RECESSED TOILET PAPER DISPENSER 42" MAX. 36" MAX. 24" MIN. �� 0 - I�', _� A) PROTRUDING TOILET PAPER DISPENSER BELOW GRAB BAR B) PROTRUDING TOILET PAPER DISPENSER ABOVE GRAB BAR ACCESSORIES SYMBOL FIXTURE GRAB BAR ®36" x 1 1/2" SPECIFICATION: EXISTING TO REMAIN GRAB BAR ® 42" X 1 1/2" © SPECIFICATION: EXISTING TO REMAIN VERTICAL GRAB BAR � 18" X 1 1 /2" © SPECIFICATION: BOBRICK B-6806, SATIN FINISH O SURFACE -MOUNTED TOILET SEAT COVER DISPENSER SPECIFICATION: EXISTING TO REMAIN SURFACE -MOUNTED MULTI -ROLL TOILET TISSUE DISPENSER SPECIFICATION: EXISTING TO REMAIN O EXISTING MIRROR TO REMAIN COAT HOOKS © BOBRICK: B-7672 EQUIPMENT SYMBOL FIXTURE ADA TOILET: EXISTING TO REMAIN O ADA COMPLIANT LAVATORY. SPEC: EXISTING TO REMAIN ADA-COMPLIANT LAVATORY FAUCET �3 SPECIFICATION: EXISTING TO REMAIN ADA SHOWER INSERT ® SPEC: ADA ACCESSIBLE SHOWER, FIBER FAB MODEL #38H1/WHITE OR APPROVED EQUAL. GENERAL N®TES 1. ALL RESTROOM FLOORS SHALL BE IMPERVIOUS SURFACES AND HAVE 4" INTEGRAL COVED BASE. 2. ALL RESTROOMS SHALL HAVE REQUIRED FLOOR DRAINS. DESIGN BUILD CONTRACTOR TO DETERMINE REQUIREMENT. 3. ALL RESTROOM WET WALLS SHALL HAVE AN IMPERVIOUS SURFACE UP TO 48" MIN A.F.F. 4. P-TRAP INSULATION COLORS ARE TBD. 5. ALL PLUMBING FIXTURES ARE WHITE. 6. ALL FAUCETS AND BRIGHT WORK ARE POLISHED CHROME. 7. VERIFY INSTALLATION REQUIREMENTS OF SURFACE MOUNT VERSUS RECESSED ACCESSORIES WITH ROOM CONDITIONS. FURR PARTITIONS AS NECESSARY. 8. VERIFY SCREW LENGTH FOR CONNECTION OF ACCESSORIES INTO P-LAM PARTITIONS SO NO SCREWS ARE EXPOSED. 9. ALL GRAB BARS SHALL SUPPORT A MINIMUM OF 250LBS PER ANSI 609.8 10. PROVIDE ALL RESTROOM SIGNAGE PER IBC 1110.1.3. ERIFY ASSEMBLY OF INK, COUNTER AND UPPORT WILL PROVIDE EQUIRED CLEARANCES EFORE ORDERING JBE STEEL UNDER OUNTER SUPPORT FRAME. TTACH TO PROPERLY UPPORT PARTITION GAMING. DETAIL SHOW NE METHOD OF BRACING, UBSTITUTION WITH B.M. PPROVAL DA COMPLIANT SINK & AUCET AS SCHEDULED. ROVIDE CLEARANCES. -TRAP COVER LUMBEREX: HANDY-SHEILD; DLOR TBD ASE TILE AS �HEDULED NISH FLOOR LINE Tenant: TR INTERNATIONAL 22817 - 102ND PL W 22817 - 102ND PLACE W EDMONDS, WA 98020 BURGESS DESIGN I N T E R I O R S A R C H I T E C T U R E All reproduction &intellectual property rights reserved c 2017 Professional seal No. Issue Description Date PERMIT SET 02.23.21 CITY CORRECTION-01 03.19.21 City Electronic Stamp Location Drawn by: VB Project Manager: Mt✓�l�l Project No: 20-0151-00 AT�A TTNTCFX RESUB RL��:�IQiI ELEV1��21 � CITY OF DMONDS AND DETAILS DEVELOPMENT SERVICES DEPARTMENT RESTROOM SINK AND MIRROR SECTION ,_1/2„ _ ,,_o„ Original drawing is 30" x 42". Scale entities accordingly if reduced A.6.1 1 /4" PAPER REINF( TYP. ACOUSTIC INSULATION AS REQUIRED �1a11��111�� 5/8" GYP. BOARD PARTITION INTERSECTION DETAIL �„ 4„ $„ 12„ 3„ _ �,_�„ CV METAL STUD BRACING (� 8'-0" OC TO STRUCTURE DIRECTION ALTERNATE. PARTITIONS PERPENDICULAR TO PARTITION ACT AS BRACE PLENUM OF 5'-0" TO 10'-0" SHALL USE NESTED OR BACK TO BACK 3-1/2" 25 GA. STEEL STUDS. ABOVE 10'-0" OR PLENUM. CONTACT ARCHITECT FOR ADDITIONAL INFORMATION. MAX PARTITION WEIGHT 151bs./P.S.F. SUSPENDED CEILING AS SCHEDULED 3/8" CONT. FOAM SOUND ISOLATION TAPE TAPEABLE MET. TOP TRACK ATTACHED TO BRACING W/2 SELF —TAPPING SM. SCREWS 48"oc, AND 3/4" PIPE SLEEVES PROVIDE BATT INSULATION IN CAVITY. 3 1/2" X 25 GA (18 MILS) METAL STUDS ® 24" OC, TO 10'-7" MAX. HEIGHT 1 LAYER 5/8" TYPE "X" GYP. BD. EA. SIDE OF METAL STUDS ATTACHED W/ #6 SCREWS 12" OC MAX. POWDER DRIVEN FASTENER � 24" OC METAL RUNNER TRACK SEALANT CONCRETE SLAB PARTITION TO CEILING �,� 4�, $„ � 2,� MAINTAIN OR PROVIDE NEW WALL BRACING PER DETAIL K/A.9.1 3„ _ � , _ �„ ` r e 1 BXUV.U419 FIRE RESISTANCE RATINGS: ANSI/UL 263 O1 CHANNEL SHAPED, FABRICATED FROM MIN 20 GA. BOTTOM OF STRUCTURE (33 MILS) CORROSION —PROTECTED STEEL, MIN. FIRE RATED SEALANT WIDTH TO ACCOMMODATE STUD SIZE, WITH MIN. 1' LONG LEGS, ATTACHED TO FLOOR AND CEILING SLOTTED LONG LEG WITH FASTENERS 24" OC. MAX. TOP TRACK SYSTEM, SUCH AS STEELER INC O CHANNEL SHAPED, CORROSION —PROTECTED DFT DEFLECTION STEEL, MIN WIDTH 3-1/2" 20GA (33 MILS), MIN TRACK O 1-1/4" FLANGES AND 1/4" RETURN, SPACED 16" OC. STUDS TO BE CUT 3/8" TO 3/4" LESS WALL TYPE: THAN ASSEMBLY HEIGHT. MAX HEIGHT 12'-10" O O3 MINERAL WOOL BATTS OR GLASSFIBER WITH UL CLASSIFICATION MARKINGFRICTION FITTED BETWEEN 4� � © STUDS AND RUNNERS. MIN. THICKNESS 1-1/2". O GYPSUM PANELS WITH BEVELED, SQUARE OR INSULATION TAPERED EDGES, APPLIED VERTICALLY OR WHERE NOTED HORIZONTALLY. VERTICAL JOINTS CENTERED BOTTOM TRACK, WITH OVER STUDS AND STAGGERED ONE STUD CAVITY POWER DRIVEN ON OPPOSITE SIDES OF STUDS. VERTICAL ATTACHMENT. JOINTS IN ADJACENT LAYERS (MULTILAYER TOP TRACK SIMILAR SYSTEMS) STAGGERED ONE STUD CAVITY. O HORIZONTAL JOINTS NEED NOT BE BACKED BY STEEL FRAMING. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS ON OPPOSITE SIDES ALL PENETRATIONS TO OD STUDS NEED NOT BE STAGGERED. HAVE FIRE CAULKING HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT OR FIRE DAMPERS AS JOINTS IN ADJACENT (MULTI —LAYERED SYSTEMS) NECESSARY. NO VERTICAL STAGGERED A MIN OF 12". PROVIDE ONE LAYER PENETRATIONS OCCUR TYPE'X' 5/8" THICK PER SIDE. IN NEW CONSTRUCTION O TYPE S OR S-12 #6 STEEL SCREWS USED TO ATTACH PANELS TO STUDS (ITEM 2) OR FURRING CHANNELS (ITEM 6). SINGLE LAYER SYSTEMS: 1" LONG FOR 1/2" AND 5/8" PANELS OR 1-1 /4" LONG FOR 3/4" THICK PANELS, SPACED 8" OC. WHEN PANELS ARE APPLIED HORIZONTALLY, OR 8" OC. ALONG VERTICAL AND BOTTOM EDGES AND 12" OC. IN THE FIELD WHEN PANELS ARE APPLIED VERTICALLY. O6 VINYL OR CASEIN, DRY OR PREMIXED JOINT COMPOUND APPLIED IN TWO COATS TO JOINTS EXISTING 2X4 AND SCREW HEADS OF OUTER LAYERS. PAPER WOOD PARTITION TAPE, NOM 2' WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS OF OUTER LAYER PANELS. PAPER TAPE AND JOINT COMPOUND MAY BE OMITTED WHEN GYPSUM PANELS ARE SUPPLIED WITH A SQUARE EDGE. WHEN USED IN AN EXISTING ASSEMBLY CONTRACTOR MAY MODIFY DETAIL TO EXISTING CONDITIONS AS LONG AS THE RATING IS MAINTAINED. 1 HOUR RATED PARTITION EXTENSION BOTTOM OF STRUCTURE FIRE RATED SEALANT ALL PENETRATIONS TO HAVE FIRE CAULKING OR FIRE DAMPERS AS NECESSARY. NO VERTICA PENETRATIONS OCCUR IN NEW CONSTRUCTION SLOTTED LONG LEG TOP TRACK SYSTEM, SUCH AS STEELER INC DFT DEFLECTION TRACK O INSULATION WHERE NOTED O ��© JOINT COMPOUND TOM TRACK, i POWER DRIVEN aCHMENT. TRACK SIMILAR RATED SEALANT ICRETE SLAB EXISTING WOOD TRUSS AND ONE HOUR FIRE RATED ROOF/ROOF CEILING CONSTRUCTION PER GA — RC 2601 OR 2602 BXUV.U419 FIRE RESISTANCE RATINGS: ANSI/UL 263 O1 CHANNEL SHAPED, FABRICATED FROM MIN 20 GA. (33 MILS) CORROSION —PROTECTED STEEL, MIN. WIDTH TO ACCOMMODATE STUD SIZE, WITH MIN. 1' LONG LEGS, ATTACHED TO FLOOR AND CEILING WITH FASTENERS 24" OC. MAX. O2 CHANNEL SHAPED, CORROSION —PROTECTED STEEL, MIN WIDTH 3-1/2" 20GA (33 MILS), MIN L 1-1/4" FLANGES AND 1/4" RETURN, SPACED 16" OC. STUDS TO BE CUT 3/8" TO 3/4" LESS THAN ASSEMBLY HEIGHT. MAX HEIGHT 12'-10" O3 MINERAL WOOL BATTS OR GLASSFIBER WITH UL CLASSIFICATION MARKINGFRICTION FITTED BETWEEN STUDS AND RUNNERS. MIN. THICKNESS 1-1/2". 4O GYPSUM PANELS WITH BEVELED, SQUARE OR TAPERED EDGES, APPLIED VERTICALLY OR HORIZONTALLY. VERTICAL JOINTS CENTERED OVER STUDS AND STAGGERED ONE STUD CAVITY ON OPPOSITE SIDES OF STUDS. VERTICAL JOINTS IN ADJACENT LAYERS (MULTILAYER SYSTEMS) STAGGERED ONE STUD CAVITY. HORIZONTAL JOINTS NEED NOT BE BACKED BY STEEL FRAMING. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS ON OPPOSITE SIDES OD STUDS NEED NOT BE STAGGERED. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS IN ADJACENT (MULTI —LAYERED SYSTEMS) STAGGERED A MIN OF 12". PROVIDE ONE LAYER TYPE'X' S/8" THICK PER SIDE. O TYPE S OR S-12 #6 STEEL SCREWS USED TO ATTACH PANELS TO STUDS (ITEM 2) OR FURRING CHANNELS (ITEM 6). SINGLE LAYER SYSTEMS: 1" LONG FOR 1/2" AND 5/8" PANELS OR 1-1/4" LONG FOR 3/4" THICK PANELS, SPACED 8" OC. WHEN PANELS ARE APPLIED HORIZONTALLY, OR 8" OC. ALONG VERTICAL AND BOTTOM EDGES AND 12" OC. IN THE FIELD WHEN PANELS ARE APPLIED VERTICALLY. 6O VINYL OR CASEIN, DRY OR PREMIXED JOINT COMPOUND APPLIED IN TWO COATS TO JOINTS AND SCREW HEADS OF OUTER LAYERS. PAPER TAPE, NOM 2' WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS OF OUTER LAYER PANELS. PAPER TAPE AND JOINT COMPOUND MAY BE OMITTED WHEN GYPSUM PANELS ARE SUPPLIED WITH A SQUARE EDGE. WHEN USED IN AN EXISTING ASSEMBLY CONTRACTOR MAY MODIFY DETAIL TO EXISTING CONDITIONS AS LONG AS THE RATING IS MAINTAINED. 1 HOUR RATED PARTITION 3„ _ �,_�„ ` �� 1 �,� 4�, $„ � 2,� 3„ _ � , _ �„ 1. SEE HARDWARE SPECIFICATIONS FOR HARDWARE, TYPES AND INSTALLATION. 2. DOOR WIDTH &HEIGHT ARE NOMINAL DIMENSIONS FROM JAMB TO JAMB AND FINISH FLOOR TO BOTTOM OF FRAME � HEAD. REFER TO SPECIFICATIONS FOR CLEARANCES. 3. DOUBLE DOOR NOMINAL WIDTH INDICATES 2 DOOR LEAVES OF EQUAL WIDTH, U.O.N. 4. DOOR CONSTRUCTION SHALL PROVIDE ATTACHMENT OF ALL HARDWARE WITHOUT THROUGH —BOLTS. 5. DOOR /HARDWARE SHALL COMPLY WITH ALL APPLICABLE IBC &ACCESSIBILITY REQUIREMENTS. DOOR w � � � c� J � Z � � o � � z 3 = �, Q ¢ � z o 0 z � 0 z � o � � � Q w Q � � w � cn � o o Z Z � _ � � Z 100 6'-0" 7'-0" B 5 WD 20MIN — 101 6'-0" 7'-0" B 4 WD — — 102 8'-0" 7'-0" D 3 WD — — 105 3'-0" 7'-0" C 1 WD — RELOCATED DOOR W/ NEW HARDWARE. MODIFY AS NECESSARY. 106 3'-0" 7'-0" C 1 WD — RELOCATED DOOR W/ NEW HARDWARE. MODIFY AS NECESSARY. 107 3'-0" 7'-0" A 2 WD — RELOCATED DOOR W/ NEW HARDWARE. RE —USE EXISTING CLOSER. 108 3'-0" 7'-0" A 1 WD — EXISTING DOOR W/ NEW HARDWARE 109 3'-0" 7'-0" A 6 WD 20MIN — 111 3'-0" 7'-0" A 1 WD — RELOCATED DOOR W/ NEW HARDWARE 112 3'-0" 7'-0" A 1 WD — RELOCATED DOOR W/ NEW HARDWARE 117 3'-0" 7'-0" A 1 WD — EXISTING DOOR W/ NEW HARDWARE 118 3'-0" 7'-0" A 2 WD — EXISTING DOOR W/ NEW HARDWARE 200 3'-0" 7'-0" A 1 WD 20MIN — E =EXISTING, MATCH ALL EXISTING CONDITIONS SUITE STANDARD WOOD FRAME PAINT GRADE FINISH COLOR: TBD SUITE STANDARD FLUSH S.C. _ WOOD DOOR WIUI H A 1/4" TEMPERED 6" � GLASS INSERT WOOD FRAME PAINT GRADE FINISH w COLOR: TBD FLUSH S.C. WOOD DOOR N � MATCH EXISTING IN SUITE WI TH C ` 1/4" TEMPERED / ' 6' \ GLASS INSERT WOOD FRAME / / PAINT GRADE FINISH COLOR: TBD \ / FLUSH S.C. WOOD DOOR � �� MATCH EXISTING IN SUITE WIDTH B _ � � � :I_\:��%\:��el:Z�l�� WIDTH D —SUITE STANDARD WOOD FRAME PAINT GRADE FINISH COLOR: TBD v1ATCH EXISTING -1NISH IN SUITE iLIDING WOOD )OORS. MATCH XISTING IN SUITE HARDWARE GROUP HARDWARE REMARKS GROUP 1 (1) OFFICE FUNCTION LOCKSET SINGLE, OFFICE LOCKSET (3) EA. HINGES NON —RATED (1) WALL —MOUNTED DOOR STOP GROUP 2 (1) PRIVACY FUNCTION LOCKSET PROVIDE "OCCUPIED" SIGNAGE. SINGLE, PRIVACY LOCKSET (3) EA. HINGES NON —RATED (1) OCCUPIED INDICATOR (1) WALL —MOUNTED DOOR STOP GROUP 3 SLIDING DOOR ASSEMBLY PAIRED, SLIDING DOOR, NON —RATED GROUP 4 (1) 6'-0" SATIN ALUM. HEADER PAIRED GLASS DOORS, (2) CONCEALED OVERHEAD CLOSERS NON —RATED (2) HEAD RAILS —SATIN ALUM. (2) BOTTOM RAILS —SATIN ALUM. (4) SATIN ALUM. LADDER PULLS (2) BOTTOM DOOR PIVOTS GROUP 5 (1) ELECTRIC LOCKSET ACCESS CONTROL SYSTEM (BY OTHERS) PAIRED, ELECTRIC LOCKSET (5) EA. HINGES SYSTEM SHALL COMPLY WITH WITH CARD READER (1) TRANSFER HINGE INTERNATIONAL BUILDING CODE SECTION FIRE —RATED (1) ASTRAGAL 1008.1.9.8 AND ANY LOCAL (2) DOOR CLOSERS REQUIREMENTS. (1) COORDINATOR (2) FLOOR —MOUNTED DOOR STOPS ( CARD READER PROVIDED BY OTHERS.) (1) SMOKE SEAL (1) TOP AND BOTTOM AUTO FLUSH BOLTS AT INACTIVE LEAF GROUP 6 (1) ELECTRIC LOCKSET ACCESS CONTROL SYSTEM (BY OTHERS) SINGLE, ELECTRIC LOCKSET WITH (2) EA. HINGE SYSTEM SHALL COMPLY WITH INTERNATIONAL CARD READER (1) TRANSFER HINGE BUILDING CODE SECTION 1008.1.9.8 AND FIRE —RATED (1) DOOR CLOSERS ANY LOCAL REQUIREMENTS. (1) WALL —MOUNTED DOOR STOP (1) SMOKE SEAL (CARD READER PROVIDED BY OTHERS.) GROUP 7 (1) ENTRY FUNCTION LOCKSET ENTRY FUNCTION LOCKSET (3) EA. HINGES FIRE —RATED (1) WALL —MOUNTED DOOR STOP (1) SMOKE SEAL SIDELIGHT�GLAZING SCHEDULE � SIDELIGHT .-. � � _ " � z � = � ; w _ � � = w � c� Z Q w Q � 0 J � W 0 p (/) g � � � H G1 ME 7'-0" 3'-0" A 1/4" TEMPERED — WD M.E. FRAMES IN SUITE IF NEW. G2 ME 7'-0" 2'-6" A 1/4" TEMPERED WD M.E. FRAMES IN SUITE IF NEW. — 45—MIN FIRE RATED AT DOOR 200 SIDELIGHT/GLAZING TYPES w rrluiii A DEN FRAME. TO BE NT GRADE FINISH. COLOR: TBD GLAZING AS SCHEDULED Tenant: TR INTERNATIONAL 22817 - 102ND PL W 22817 - 102ND PLACE W EDMONDS, WA 98020 BURGESS DESIGN I N T E R I O R S � A R C H I T E C T U R E All reproduction &intellectual property rights reserved c 2017 Professional seal No. Issue Description D�rtP PERMIT SET 02.23.21 CITY CORRECTION-01 03.19.21 City Electronic Stamp Location Drawn by: �/B Project Manager: MC�IV Project No: 20-0151-00 nnnu �ruFr�ULE/ RESUB ��I��, ��CHED�,��o21 CITY OF EDMON DS DE 1 �IL1J DEVELOPMENT SERVICES DEPARTMENT Original drawing is 30" x 42". Scale entities accordingly if reduced A.9.1 E =EXISTING, MATCH ALL EXISTING CONDITIONS 2015 Washington State Enerw Code CorroGance Fomsfor Commercial Btildinas indudina R2. R3_ R4 aver 3 stories and all R1 Revised Auoust 2016 Project Info Project Title: TRINTERNATIONAL Date 2/5/2021 Compliance Applicant Information. Provide contact information for individual who can For Buiding Depadment Use forms do not respond to inquiries about compliance form information provided - Company Name: BURGESS DESIGN require a password to Company Address: 1226 STH AVE SUITE 400 use. Instructional and calculating Applicant Name: MEGHAN COX cel/sare write- protected. Applicant Phone: 2065477120 Applicant Email: MEGHANW(rDBURGESSPNW.COM Project Description ❑New Building ❑Addition ❑W Alteration ❑Plans Included Indude PRO) -SUM form (inducted in envelope forms workbook) with lighting complliance forms. Building Additions Compliance Method Intenorlighting Exterior lighting Lighting systems in addition area complywxh all applicable � ❑ pmvisions as a stand alone new constmction project e er o non or a [tong ............. requirements. Lighting systems in addition are combned with existing ❑ ❑ building Ighting systems to demonstrate compliance Addition is combined with existing: For interior lighting projects, Indude new +existing interior lighting fixture wattage in Proposed Lighting Wattage table in LTG-INT-BLD orLTG-INTSPACE form. For exterior lighting projects, Indude new +existing exterior lighting fixture wattage in Proposed Tradable and Proposed Non -Tradable Lighting Wattage tables in CTG-IXT form. Interior and Exterior Lighting Power Interior lighting Parking garage t Exterior Ighting Lighting Alterations 50% or more of existing are replaced ❑w ❑ ❑ Select all Lighting Power and Lighting Contml elements that applyto the scope Less than 50% of existing are replaced ❑ of the retrofit ro ct. If ro ed includes a Ale AI ..................................................................................................................................................................... combination of spaces where less than Lamp and/orballast replacement only ❑ ❑ ❑ 50% of the existing fixtures are replaced -existing total wattage not increased I in some aces and 50 % or more of the � fixtures are replaced in others, then 50% ormore replaced -Total lighting power of new +existing -to -remain fixtures shall comply with total provide separate lighting power LPA per Sections C405.4.2 and C405.52. Include new + existing -to -remain fixtures in Proposed compliance forms for the !wo retrofit Lighting Wattage table in LTG-INT-BLD, LTG-INTSPACE or LTG-EXT form. conditions. Spaces undergoing the same Less than 50•/ replaced -Total lighting power of new +existing -to -remain fixtures shall not exceed the type of retrofitmay be combined into one total lighting power prior to alteration. Indude new +existing -to -remain fixtures in tt,e Proposed Lighting lighting power compliance form. Wattage table in LTG-INT-BLD, LTG-INT-SPACE orLTG-E)CT form. 50%threshold applies to number of luminaires for interior spaces and parking garages, and total Refer to Section C503.6 for additional installed wattage for exterior luminaires. requirements. Lighting Controls Interiorlighting Parking garage Exteriorlghting All alteration lighting controls shall be �� New wiring installed to serve added commissioned per C408.3. fixtures and/or fixtures relocated to new; ❑ ❑ ❑ circud(s) New or moved Ighting panel ❑✓ ❑ ❑ >.. Interior space is reconfigured - I ❑ luminaires unchanged or relocated only; New wiring or cinuit -For interior lighting, pmvide required manual controls per C405.2.3, occupancy sensor controls per C4052.1, daylight responsive controls per C405.2.4 and application specific lighting ❑ No changes are being made to controls per C4052.5. For exterior lighting, provide required controls per C405.2.7. the interior or exterior lighting New or moved pane/ -Provide all applicable lighting controls as noted for New Wiring and aufomafic systems and existing space time snatch controls perC40522. uses and configuration are not Reconfigured inferior space -Provide all required lighting controls that apply to a new interior space. changed. Application spedficlightirg control provisions perC405.2.5 do not applyto reconfigured spaces. Change of Space Use ❑ Existing interior lighting systems in areas undergoing a change in space use an: upgraded to complywilh LPAs forthenew spacetypes perTables C405.4.2(1) or C405.4.2(2). ldenlifyinteriorspaces requiring LPD upgrade to the current Code in Proposed Lighting Wattage table in LTG-INT-BLD orLTG-INTSPACE form. • • • 20,5 Washington State Enerw Code Co mofance Fours for Commercial Buldinas indudina R2. R3. R4 over 3 stories and all R1 Revised Auoust 2016 Project Title: TRINTERNATIONAL Date 2/5/2021 Interior Lighting System Lighting will be designed and permitted separately by electrical engineer through the General Description Contractor. Brieflydesaibe interiorlighting system type and features. Interior Lighting Power ❑Building Area Method Q Space -by -sego_ Method Allowance Method Select method used in project. Interior Lighting Controls 0 All C405.2.1-C4o5.2.8 Controls ❑ C405.2 Exception 5 Luminaire Level Lighting Control (CELL) ❑ Additional Efficiency Package Option C406.4 Enhanced dgilal lighting controls To comply with C406.4, no less than 90% of the total installed inteniorlightirg power shall comply with th required controls per C406.4. Dwelling Unit Interior Permanently installedinteriorlightingfixluresindwellingunitscomplywith: � NoDwelling Lighting Q C405.2 thru C405.5 Commercial Lghting Controls and LPA Units Q C406.3 High Efficacy Lighting Q R404.1 Residential High Efficacy Lighting. Dwelling unit lighting complies with WSEC Residential provisions in lieu of WSEC Commerical provisions. Exterior Lighting System Description Brieflydescribe exterior lighting system type and features. zu�� vvasrongron atate tnergv t,oce t,o mnuance rorrru--nor t,omrerciai eswigings mc�uging r«. r<e. rw over e scones ang au m F(eVISeO HOgLLSr LUIg Project Title: TRINTERNATIONAL Date 2/5/2021 Calculation � New Construction � Addition - Addition Q Clear For Building Department Use Area NOTE 9 stand alone + existing Spaces where < 50% of d Spaces where >_ 50% of Spaces where the Use luminaires are replaced luminaires are replaced is changing (C505) LPA a Standard d Additonal Efficiency Package Option �] Clear Calculation C406.3 Reduced InterlorLightingPower Type To complywith C406.3, the Proposed LPO shall be 25%lower than the Target LPA. Refer to C406.3 for additional requirements. Maximum Allowed Lighting WattagenorE, Cling Location (plan #, HeightNOTE Gross Interior Allowed Watts Allowed mom #) Space Type 2 Area in ftZ Watts per ftZ (watts/ftZ x area) LOBBY Lobby: all other 708 0.720 510 SUREA Office: Enclosed 1793 0.890 1596 SUREA Office: Open plan 2378 0.780 1855 SUITE A Conference/meeting/multipurpose 585 0.980 573 SURE A Loungelbreakroom: all other 236 0.580 137 SUITE A Restroom: all other 140 0.780 109 SUITE A Storage room 275 0.500 138 SURE B Office: Enclosed 689 0.890 609 SUITE B Office: Open plan 810 0.780 632 Total Area 7609 Retail Display Allowance from LTG-INT-DISPLAY Cobb Art/Exhibit Dis la Allowance from LTG-INT-DISPLAY NOTE 8 Y P Y Allowed Watts 6158 Pmvosed Li�htinl? Wattaf;e NorE a Location (plan #, mom #) Focture Description NOTE4, 5, 6 Number of Foctures Watts/ Fixture NOTE 7 yyatts Proposed LOBBY RECESSED CAN LIGHTS 14 32 948 SUITE A 2X4 FLUORESCENT LIGHT FORURES 97 64 3008 SURE A RECESSED CAN LIGHTS 22 32 704 SURE A 1X4 VANITY LIGHT 1 32 32 SURE B 2X4 FLUORESCENT LIGHT FUCTURES 16 69 1029 SURE B RECESSED CAN LIGHTS 8 32 256 SURE B WALL SCONCE 1 40 40 Proposed Retail Display Lighting from LTG-INT-DISPLAY TotalProposedWattsmaynotexceedTotalAllowedWattsforinteriorLighfing TotalPmposedWatts 5512 Interior Lighting Power Allowance COMPLIES Note 1- Cist all unique space types per Table C405.4.2(2) that occur in the project scope. Select space type category per from drop down menu. Note 2 -Indicate ceiling height for atriums and spaces utilizing the ceiling height adjustment per Table C405.4.2(2), Footnotes d thru f. Note 3 - Cist all proposed lighting fixtures including exempt lighting equipment and existing -to -remain fixtures. Note 4 -For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the trade (in feet) in addition to the fixture, lamp, and ballast information. Note 5 -For lighting equipment eligible forexemption per C405.4.1, note exception number and leave WattsrFixfure blank. Note 6 - Existi -to-remain fixtures shall be inducted in the Pro peed Ci tilt Watta a table in the same manner as new fixtures. klentif as existi n9 P 9 n9 9 Y n9 in fixture description. Note 7 -For proposed Watts/Fixture enter the Luminaire wattage forinstalled lamp and ballast using manufacturer or other approved source. For luminaires with screw -in lamps, enter the manufactureYs listed maximum input wattage of the fixture (not the lamp wattage). For low voltage lighting, enter the wattage of the transformer. For line voltage trackrbusway systems, enter the larger of the attached Luminaire wattage or 50 wattsrlineal foot, or enter the wattage limit of permanent current limiting device. Note 8 -Lobby Art/Exhibit Display Allowance is independent of the Maximum Allowed Lighting Wattage. Note 9 -Calculation Ala Details.' a. Lighting fixtures in a building addition may comply as a stand alone project, or they maybe combined with the overall existing building lighting systems to demonstrate compliance. Refer to C502.1. b. For alterations and building additions, pmvide Space Types and gross interior areas in the Maximum Allowed Lighting Wattage table. B a building addition will comply as combined with the overall existing building lighting systems, Indude all applicable existing Space Types and gross interior areas. c. #less than 50 % of existing lighting fixtures will be replaced, pmvide total existing lighting wattage (prior to alteration) in the space provided in the Maximum Allowed Lighting Wattage table. LIGHTING SUMMARY NTS 2015 WSEC Compliance Forms for Commercial Buildings including R2. R3. 8 R4 over 3 stories and all R1 RHvisad nac 20,9 2015 WSEC Compliance Forms for Commercial Buildings including R2. R3. & R4 aver 3 stories and all R1 Revised Dec 2o19 General Info Project Title: TRINTERNATIONAL Date 2/8/2021 Project Title: TRINTERNATIONAL Date 02/OB/2021 Project Street Address: PR0,6SUMform 22817 102ND PL W Fw Building Department Use Target Insulation Allowance Fw Building Department Use shall be provided as project City, County, Zip: EDMONDS, WA, 98020 a cover sheet for all Prescriptive Compliance Not Selected Fenestration Area as °i° ross above rode wall area Max. Target: 30.0 g � corr�llance form project Owner or Rep: MEGHAN COX submittals. Project S li t Area as % ross roof area Max. Target: 5.0% � � 9 Title shall match Jurisdiction: EDMONDS project plans title block. Vertical FeriestratlOri Alteinates: None Selected on ENVSUM User Note Proj eCt D eSCriptiori New Construction and Additions Prescriptive compliance of envelope assemblies may be accomplished by providing insulation R-values per Table C402.1.3 w U-factors / F-factors Select all that applyto the ❑New Building ❑Building Addition per Tables C402.1.4 and C402.4. A single project may comply via R-values for some envelope assemblies and U-factors /F-factors for dhers. Note compliance method taken foreach in scope of project. assembly spaces provided. U-FactorlF-Factor Method for SelectAddition +Existing or Alteration + Existing tt Existing Building Retrofit Buildin COm Orient g P R-Value Method for Prescriptive Compliance Prescriptive Compliance Continuous %Area of Metal the existing building will be ❑++ Alteration ❑ Change of Occupancy ❑ Change in Space Conditioning combined with the addition Ins. CI Penetrations Cavitylns. ( ) Assembly oratterationtodemonstrete com lance per Section ❑ Histork Building Provide Ian/detail # of assembl and desert lion R-Value R-Valuel in Cl2 U-Factor U-Factor Saurce3 C50�1 w C503.1. Building Elements Scope -Select all that apply o ', ' ❑ All ❑w Building Envelope ❑Mechanical Systems �_ Service Hat Water S stems ❑ y ❑Lighting Systems ❑Electrical Systems 00 g � All Commercial Group R - R2, R3, 8 R4 Q Moved Use rY a over 3 stories and all R1 .o OCCil anC T e Mixed Use -Building is greater than three stories above grade and it has both Commercial and Group L o P y 3rP R occupancies. Mixed Occupancy -Building is three stories or less above grade and it has both Commerocal and �d Group R2, R3 or R4 occupancies. Select All Commercial to document compliance for the commercial � rn areas of the building. The residential spaces shall comply with the WSEC Residential Provisions. Select all that applyto the scope of project m ❑y Fully Conditioned ❑ SemFheatedz ❑ Refrgerated Spaces �, (Warehouse and/or Walk-in1) � ❑Low Energy Space Category3 � r SHEETA.2A.1 KEYNOTE 4 R-21 W.INT U-0.054 S ace Conditionin P g � o Eligible Law Energy Spaces Categories � p FRAME ❑ Unconditaned ❑Low energy heating/cooling capacity N � � O � ❑ Wireless service ❑ Greenhousea ❑Equipment building 3 � equipment shelter O Floor Area and Floors Above Butlding Gross Conditioned Flow Area Project Gross Conditioned Flow Area Grade Stories F Compliance Method 1 -General � Compliance Method 2 -Total Building y �, Compliance Method 1 -Projects shall demonstrate compliance with all applicable mandatory and 10 �' N prescriptive requirements of this code. Refer to C401.2, Item 1 for mare infomlation. Compliance forms to � General Compliance irxaude with a Prescriptive submittal: All applicable ENV, LTG, and MECH. Path Compliance Method 2 -Projects complying via total building peformance (TBP) shall include a summary of P N � ', results from a whole building energy model per Section C407 and shall demonstrate compliance with all c7 � E ', applicable marxfatory provisions in this Code. Refer to Section C401.2, Item 2 for more information Compliance forms to include with a TBP submittal PRO) -SUM ENV-CHK LTG-EXT LTG-CHK and all ' � � ', MECH forms except MECFtiECONO and MECH-VENT (pending). � � l C7 Note 1 -Refrigerated Spaces -They shall comply with the envelope and refrigeration equipment requirements in Section C410. Warehouse � l ', coolers and freezers shall also comply with the envelope requirements in C402. C410 takes precedent for overlapping requirements. o � ', l Note 2 - Semi -heated Spaces - M heated with equipment other than electric resistance may take an exemption for wall insulation. All other � � l envelope assemblies shall comply with the thermal envelope provisions. ', Note 3 -Exemptions For Low Energy Spaces -Low Energy spaces are exenrtot from all provisions in WSEC Section C402 Building Envelope, however all other applicable provisions in the Code do apply including lighting, mechanical, service water heating, etc. � ', Note 4 -Eligible Space Conditioning For Low Energy Greenhouses -Greenhouses are defined as spaces that maintain a specialized sunlit � ', envrronment that is used exclusivelyfwcuttivation, protection and maintenance of plants. Cooling with outside airand/orevaporative form heating the Low Energy Greenhouse Greenhouses 8 � I ', 1 cooling, and any of equipment, are allowed under category. with cooling equipment that requires a condensing unit are NOTeligible. li II 2015 WSEC Compliance Forms for Commercial Buildings including R2, R3, 8 R4 over 3 stories and all R1 Revised Dec 2019 General Info Project Title: TRINTERNATONAL Date 2/8/2021 C� AddltiOnal Building level efficiency options: Current Scope Previous Projects Efficiency Package C406.8 Enhanced envelope pertonnance ❑ Q Options Summary ----------------------------------------------------------------------------------------------------------------------------------------------- C406.9 Reduced air infiltration -------------------------------------- ❑ ------------------- ❑ A minimum of two options are C406.5 On -site renewable energy ❑ ❑ required for new construction, Building area level efficiency options ------------- and change in space conditioning or occupancy projects. C406.2 More efficient HVAC equipment ❑ ❑ Select a!1 Options included in the current project scope. C406.6 Dedicated outside airs stems DOAS .I Also select Options complied -y -� -�................................................._�.............................._�................ with under previous projects C406.7 Reduced energy use in service water heating ❑ ❑ (shell and core, other tenant .............................................................................................. ................................................. C406.3 Reduced lighting power ❑ ❑ Buildings with multiple tenant C406.4 Enhanced digital lighting controls ❑ ❑ spaces may comply with dlfferentoptions (mix & C406 Comments: match). Options are required for all space conditioning categories. Include dlscipllne specific information for C406 options in ENV -SUM, LTG -SUM and MECH-SUM. Refer to SBCC website for official interpretations regarding C406 provisions. •• 2075 WSEC Compliance Forms for Commercial Buildings including R2, R3, 8 R4 over 3 stories and all R7 Revised Dec 2019 Project Info Project Title: TRINTERNATIONAL Date 02/08/2021 Applicant Info. Company Name: BURGESS DESIGN Fw Building Department Use Company Address: 1326 5TH AVE SUITE 400 Provide contact information for Applicant Name: MEGNAN COX individual who can respond to inquiries about information Applicant Phone: 2065877120 provided. gpplicant Email: MEGFIANW�URGESSPNW.COM Project Description ❑New Building ❑Addition ❑++ Alteration ❑ No Envelope Scope Envelope Project Scope ❑w All Commercial ❑ Group R -Commercial ❑Mixed Use -Commercial +Group R Select al! that appry. ❑ Semi -heated ❑Refrigerated Cooler ❑Refrigerated Freezer ❑Equipment Buildin Envelope Description Provide brief description of the project and relevant supporting documentation. tt project includes multiple Target lnsulation Allowance areas, and/or is demonstrating compliance as an Addition +Existing, Alteration +Existing, or Addition +Alteration + Existing project, provide a brief summary of the approach to whole building compliance. Air Barrier Testing ❑Air barrier testing per Section C402.5.1.2 included in project scope Air barrier testing is required for all new construction projects. Testing criteria is 0.40 ❑Additional Efficiency Package Option - C406.9 Reduced Air Infiltration cfrr✓itzunder test pressure of 0.3 inch w.g. INFILL OF EXTERIOR DOOR. MATCH ALL EXISTING To complywrth C406.9, demonstrate that � Testing not required. Explanation:CONDITIONS. measured air leakage of building envelope does not exceed 0.25 cim/ff2. Compliance Documentation Scope and Method Scope of This Calculation ❑New Building ❑Addition V❑ Alteration ❑ No Envelope Scope Tazget Insulation Allowance (� FUIIyConditioned -Commercial, Group R, Mixed Use Sets the title and calculations in the compliance forms. Selection required � Semi -heated � Refrigerated Cooler � Refrigerated Freezer to enable forms. y project includes more than one Target lnsulation Allowance area, and/or if project includes addition and alteration areas compying independently, for each area complete an ENV -SUM fo Rows 1 fr46 and elther an ENV -PRESCRIPTIVE form, or ENV-UA + ENVSHGC forms if demonstrating compliance via component performance. Envelope Compliance Path � prescriptive Q Component Performance Selection required to enable corms. Component Performance ❑ Change of Occupancy (C503.2) !Conditioning (C505) - 10%higher UA allowed Calculation Adjustments ❑Additional Efficiency Package Option - C406.8 Enhanced Envelope - 15%lower UA required Additions � Addition stand alone � Addition +Existing Addition stand alone - Com lefe Vertical Fenestration and Sk li htArea Calculation. Enter total existln to -remain wall roof vertical P Y9 g fenestration and skylight areas as EXISTING. Enter total addition envelope assembly areas as NEW. If resulting total building WWRexceeds 30% anxf/or SSR exceeds 5%, refer to C5022. i and C502.2.2 for prescriptive compliance alternatives. If corrtolyirg via component performance, complete ENV-UA per instructions for addition stand alone projects. Addition +existing - Complete ENV-UA per instructions for addiion +existing projects. Alterations - ❑ ling ❑Total building WWR increased by 5 total but ding WWR o iginal WWR Fenestration and Skylight Replacement skylights only, or resulting ❑Total building SRR increased by alteration ❑ total building SRR <_ original SRR WWR and SRR not increased -Vertical Fenestration and Skylight Area Calculation not required. WWR and/or SRR increased -Complete Vertical Fenestration aril Skylight Area Calculation. Enter total existing -to -remain wall, roof, vertical fenestration and skylight areas as EXISTING. Enter total altered envelope assembly areas as NEW. If resulting total building WWR exceeds 30% and/or SSR exceeds 5%, refer to C5033.2 and C503.3.3 for prescriptive compliance alternatives. If complying via component pertormance, complete ENV-UA per instructions for alteration + existing projects. WSEC ENVELOPE FORM 0 3 6 12 NTS ��v% IJUMtIKII; PARTIAL HT. PARTITION SUPPORT POST 12 GA. BRACING WIRE SEISMIC COMPRESSION STRUT 12'-0" O.C. MAX. IN EACH DIRECTION AS NEEDED. 12 GA. VERTICAL HANGER WIRE AT 4'-0" EACH WAY WITH MINIMUM 3 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE MAX. �`' TYP. MAX. TYP. CROSS RUNNER �'P• MAIN RUNNER DISTANCE FROM BRACING WIRES TO CROSS RUNNERS 2" MAX. PROVIDE ACT SUSPENSION GRID TO COMPLY WITH IBC SEC-1613 MINIMUM STANDARD: SECTION ASCE 7-10 SEE NOTES ON M/A.9.2. USE OF 2" SEISMIC BERC CLIP AT MOULDING APPROVED BY CITY. ACT SEISMIC BRACING DIAGRAM NTS PROVIDE MIN 25 GA STUDS &ANCHOR BRACKET ANCHORAGES. DOUBLE STUDS ® END OF PARTITIONS. x 3-#8 PAN HEAD SHT. MTL. SCREWS X 6"x16 GA UNPUNCHED STUD TRACK WITH FLANGES COPED AT VERTICAL STUDS. ATTACH TO TWO STUDS MIN. & EXTEND 6"MIN BEYOND MOUNTING POINT EACH DIRECTION. x x NOTES: X 1. TYPICAL ANCHOR BRACKET ASSEMBLY FOR HANDRAILS, GRAB BARS &TOILET ACCESSORY ANCHORAGES. 2. COORDINATE ANCHOR BRACKET LOCATION WITH ACCESSORY MANUFACURER MOUNTING INSTRUCTIONS. TYPICAL MTL. STUD ANCHOR BRACKET NTS DEVICES SHOWN STACKED IN n PLAN ARE TO ALIGN VERT. I AS SHOWN BELOW S 1 AT LOCATION AS DIMENSIONED ON PLAN; OR NEXT TO DOOR / � OPENING AS DIMENSIONED BELOW 6.. FIRE ALARM STROBE FRAME WHERE OCCURS I ROOM SIGNAGE, ETC. I I THERMOSTAT, IF CONTROLLER I LIGHT &PROJECTION SCREEN SWITCHES, WALL MOUNTED I I OCCUPANCY SENSOR I I �m I CARD READER WHERE OCCURS . HARDWARE LATCH 0 I � lV � I '� I TELEPHONE OUTLET r� I � FINISHED FLOOR ELECTRICAL OUTLET 1. LOCATE SWITCHPLATES, ELECTRICAL AND TELEPHONE WALL OUTLETS AT NEAREST STUD FROM SCALED LOCATION ON PLAN, UNLESS SPECIFICALLY DIMENSIONED ON PLAN, ELEVATION, OR LOCATION AS PER DIAGRAM ABOVE. 2. CENTER FIRE ALARM STROBES DIRECTLY ABOVE FIRE EXTINGUISHER CABINETS WHERE BOTH OCCUR. 3. DETAIL IS SCHEMATIC IN NATURE AND ADA COMPLIANCE MAY BE ACHIEVED WITHIN A RANGE. VERIFY WITH ARCHITECT IF QUESTIONS. 4. IN AREAS WHERE ACCESS FLOOR HAS BEEN REMOVED; VERIFY WITH BUILDING MANAGEMENT AND TENANT WHETHER DEVICES SHOULD BE ALTERED TO STANDARD HEIGHTS. LIGHT SWITCHES MUST BE LOWERED TO ADA COMPLIANT HEIGHTS. GENERAL DEVICE ALIGNMENT NTS � � % CENTERLINE OF DOOR AND TRANSITION STRIP DOOR AS SCHEDULED CARPETING AS SCHEDULED Ys"BRUSHED STAINLESS SCHLUTER STRIP RESILIENT FLOOR AS SCHEDULED VERIFY ALL REQUIREMENTS WITH BUILDING MANAGEMENT GENERAL REQUIREMENTS REFERENCED SOURCES PER HIERARCHY: IBC (INTERNATIONAL BUILDING CODE), AMERICAN SOCIETY OF TESTING MATERIALS ASTM C 635, C 636, E580 E, M580 ,AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE 7-10) AND CEILINGS AND INTERIOR SYSTEMS CONS UCTION ASSOCIATI N (CISCA . PARTITIONS THAT ARE TIED TO THE CEILING AND ALL PARTITIONS GREATER THAN 6' IN HEIGHT SHALL BE LATERALLY BRACED TO STRUCTURE. BRACING SHALL BE INDEPENDENT OF CEILING SPLAY BRACING SYSTEM. PER ASCE 7-10 SECTION 13.5.8.1. ALL MAIN BEAMS TO BE HEAVY DUTY, PER ASTM E580 SECTION 5.1.1. CEILING LESS THAN OR EQUAL TO 144 SQFT AND SURROUNDED BY WALLS CONNECTED TO THE STRUCTURE ABOVE ARE EXEMPT FROM SEISMIC REQUIREMENTS PER ASTM E580 SECTION 1.4 . THESE REQUIREMENTS ARE INTENDED FOR SUSPENDED CEILINGS AND RELATED COMPONENTS IN AREAS THAT REQUIRE RESISTANCE TO THE EFFECTS OF EARTHQUAKE MOTIONS, PER ASTM E580 SECTION 3.2. ALL WIRE TIES ARE TO BE THREE TIGHT TURNS AROUND ITSELF WITHIN THREE INCHES. TWELVE GAGE HANGER WIRE SPACED 4' O.C., PER ASTM C 636 SECTION 2.3.4. CHANGES IN CEILING PLANES WILL REQUIRE POSITIVE BRACING. PER ASTM E580 SECTION 5.2.8.6 LATERAL FORCE BRACING CEILING CONSTRUCTED OF SCREW OR NAIL ATTACHED GYB ON ONE LEVEL THAT ARE SURROUNDED BY AND CONNECTED TO -WALLS OR SOFFITS THAT ARE LATERALLY BRACED TO THE STRUCTURE ABOVE ARE EXEMPT FROM SEISMIC REQUIREMENTS PER ASCE 7 10 SECTION 13.5.6.2.2 EXCEPTION 2, ASTM E580 SECTION 1.7. CEILING AREAS OF 1000 SQFT OF LESS SHALL BE EXEMPT FROM LATERAL FORCE REQUIREMENTS PER ASTM E580 SECTION 1.6. LATERAL FORCE BRACING IS THE USE OF VERTICAL STRUTS COMPRESSION POSTS AND SPLAY WIRES. ( ) LATERAL FORCE BRACING SHALL BE 12' O.C. MAX. AND BEGIN NO FARTHER THAN 6' FROM WALLS. ASTM E580 SECTION 5.2.8.2. SEISMIC SPLAY WIRES ARE TO BE FOUR 12 GAGE WIRES ATTACHED TO THE MAIN BEAM. WIRES ARE ARRAYED 90 DEGREES FROM EACH OTHER AND AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM THE PLANE OF THE CEILING. ASTM E580 SECTION 5.2.8.2. SEISMIC SPLAY WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE ACTUAL DESIGN LOAD WITH A SAFETY FACTOR OF 2 WHICHEVER IS GREATER PER CISCA ZONES 3-4. POWDER ACTUATED FASTENERS (PAPS) WHEN USED FOR SEISMIC APPLICATIONS AS PART OF THE PRESCRIPTIVE PATH IN SEISMIC DESIGN CATEGORIES D, E, F SHALL HAVE AN ICC-ED APPROVAL FOR SEISMIC APPLICATIONS AND SHALL REQUIRE SPECIAL INSPECTION IRRESPECTIVE OF THE TYPE OF OCCUPANCY CATEGORY THE STRUCTURE IS IN. PAF ANCHORS FOR KICKER WIRES SPLAYED WIRES INSTALLED FOR PURPOSES OTHER THAN SEISMIC RESTRAINT) ARE EXEMPT FROM THIS REQUIREMENT (VERIFY THIS WTH THE LOCAL JURISDICTION). SPLAY WIRES ARE TO BE WITHIN 2" OF THE CONNECTION OF THE VERTICAL STRUT TO SUSPENDED CEILING. ASTM E580 SECTION 5.2.8.2 RIGID BRACING MAY BE USED IN LIEU OF SPLAY WIRES. PER ASTM E580 SECTION 5.2.8.4. CEILING WITH PLENUMS LESS THAN 12" TO STRUCTURE ARE NOT REQUIRED TO HAVE LATERAL FORCE BRACING (VERIFY WITH THE LOCAL JURISDICTION). VERTICAL STRUTS MAY BE EMT CONDUIT, METAL STUDS OR PROPRIETARY COMPRESSION POST. VERTICAL STRUTS MUST BE POSITIVELY ATTACHED TO SUSPENSION SYSTEMS AND THE STRUCTURE ABOVE. PER ASTM E580 SECTION 5.2.8.2. WALL MOLDINGS WALL MOLDINGS (PERIMETER CLOSURE ANGLES) ARE REQUIRED TO HAVE A HORIZONTAL FLANGE 2" WIDE. ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE WALL MOLDING, THE OTHER END SHALL HAVE A 3/4" CLEARANCE FORM THE WALL AND BE FREE TO SLIDE. PER ASTM E580 SECTION 5.2.2. WHERE SUBSTANTIATING DOCUMENTATION HAS BEEN PROVIDED TO THE LOCAL JURISDICTION, PERIMETER CLIPS MAY BE USED TO SATISFY THE REQUIREMENTS FOR THE 2" CLOSURE ANGLE. THE GRID SHALL BE ATTACHED AT TWO ADJACENT WALLS (POP RIVETS OR APPROVED METHOD). SOFFITS EXTENDING TO A DINT AT LEAST LEVEL WITH THE BOTTOM PLANE OF THE FRID AND INDEPENDENTLY SUPPORTED AND LATERALLY BRACED TO THE STRUCTURE ABOVE ARE DEEMED TO BE EQUIVALENT TO WALLS. PER ASTM E580 ASTM E 580 SECTION 5.2.3, SECTION 5.2.9.1. SPREADER BARS TERMINAL ENDS OF MAIN RUNNERS AND CROSS MEMBERS SHALL BE TIED TOGETHER OR HAVE SOME OTHER APPROVED MEANS TO PREVENT THEIR SPREADING. STABILIZER BARS, CROSS TEES OR OTHER MEANS TO PREVENT SPREADING SHALL OCCUR WITH 8" OF EACH WALL. PER ASTM E580 SECTION 5.2.4. SPREADER BARS ARE NOT REQUIRED AT PERIMETERS WHERE RUNNERS ARE ATTACHED DIRECTLY TO CLOSURE ANGLES. SPREADER BARS ARE NOT REQUIRED IF A 90' INTERSECTING CROSS MAIN IS WITHIN 8" OF PERIMETER WALL. WHERE SUBSTANTIATING DOCUMENTATION HAS BEEN PROVIDED TO THE LOCAL JURISDICTION, PERIMETER CLIPS MAY BE USED TO SATISFY THE REQUIREMENTS FOR THE SPREADER BARS. HANGER (SUSPENSION) WIRES HANGER AND PERIMETER WIRES MUST BE PLUMB WITHIN 1 IN 6 UNLESS COUNTER SLOPING WIRES ARE PROVIDED. PER ASTM C 636 SECTION 2.1.4.. HANGER WIRES SHALL BE 12 GAGE AND SPACED 4' O.C. OR 10 GAGE SPACE 5' O.C. PER ASTM C 636. SECTION 2.1 ANY CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION SHALL BE CAPABLE OF CARRYING NOT LESS THAN 100 POUNDS. PER CISCA ZONES 3-4. POWDER DRIVEN FASTENERS ARE AN APPROVED METHOD OF ATTACHMENT FOR HANGER WIRE WITH THE MAINTAINENCE OF ALL OTHER REQUIREMENTS. (VERIFY WITH LOCAL JURISDICTION) TERMINAL ENDS OF EACH MAIN BEAM AND CROSS TEE MUST BE SUPPORTED WITHIN 8" OF EACH WALL WITH A PERIMETER WIRE. PER ASTM E580 SECTION 5.2.6. WIRE SHALL NOT ATTACH TO OR BEND AROUND INTERFERING MATERIAL OR EQUIPMENT. A TRAPEZE OR EQUIVALENT DEVICE SHALL BE USED WHERE OBSTRUCTIONS PRECLUDE DIRECT SUSPENSION. TRAPEZE SUSPENSIONS SHALL BE SIZED TO RESIST THE DEAD LOAD AND LATERAL FORCES APPROPRIATE FOR THE SEISMIC CATEGORY. PER ASTM E580 SECTION 5.2.7.4. ELECTRICAL FIXTURES LIGHT FIXTURES WEIGHING LESS THAN 10 POUNDS SHALL HAVE ONE 12 GAGE HANGER WIRE CONNECTED FROM THE FIXTURE TO THE STRUCTURE ABOVE. THIS WIRE MAY BE SLACK. PER ASTM E580 SECTION 5.3.4. LIGHT FIXTURES WEIGHING MORE THAN 10 POUNDS AND LESS THAN 56 POUNDS SHALL HAVE TWO 12 GAGE WIRES ATTACHED AT OPPOSING CORNERS OF THE LIGHT FIXTURE TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. PER ASTM E580 SECTION 5.3.5. LIGHT FIXTURES WEIGHING MORE THAN 56 POUNDS SHALL BE SUPPORTED DIRECTLY FROM STRUCTURE ABOVE BY APPROVED HANGERS PER ASTM E580 SECTION 5.3.6 PENDANT MOUNTED FIXTURES SHALL BE DIRECTLY SUPPORTED FROM THE STRUCTURE ABOVE USING 9 GAGE WIRE OR AN APPROVED ALTERNATE SUPPORT WITHOUT USING THE CEILING SUSPENSION SYSTEM FOR DIRECT SUPPORT. PER ASTM E580 SECTION 5.3.7. TANDEM FIXTURES MAY UTILIZE COMMON WIRES. MECHANICAL SERVICES TERMINALS OR SERVICES WEIGHING LESS THAN 20 POUNDS SHALL BE POSITIVELY ATTACHED TO THE CEILING SUSPENSION MAIN RUNNERS OR TO CROSS RUNNERS THAT HAVE THE SAME CARRYING CAPACITY AS THE MAIN RUNNERS. PER ASTM E580 5.4.1. TERMINALS OR SERVICES WEIGHING 20 POUNDS BUT NOT MORE THAN 56 POUNDS MUST HAVE, IN ADDITION TO 5.4.1, TWO 12 GAGE WIRES CONNECTING THEM TO THE CEILING SYSTEM HANGERS OR THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. PER ASTM E580 SECTION 5.4.2. TERMINALS OR SERVICES WEIGHING MORE THAN 56 POUNDS MUST BE SUPPORTED DIRECTLY FORM THE STRUCTURE ABOVE BY APPROVED HANGERS. PER ASTM E580 SECTION 5.4.3. SEISMIC SEPARATION JOINTS FOR CEILING AREAS EXCEEDING 2500 S.F., A SEISMIC SEPARATION JOINT OR FULL HEIGHT WALL PARTITION THAT BREAKS THE CEILING SHALL BE PROVIDED UNLESS ANALYSES ARE PERFORM OF THE CEILING BRACING SYSTEM, CLOSURE ANGLES AND PENETRATIONS TO PROVIDE SUFFICIENT CLEARANCE. PER ASCE 7-10 SECTION 13.5.6.2.2 b. THE AMOUNT OF FREE MOVEMENT (GAP) SHALL BE A MINIMUM OF �" . IN LIEU OF SEISMIC SEPARATION JOINTS THE CEILING MAY BE DIVIDED INTO AREAS LESS THAN 2500 SQUARE FEET BY THE USE OF PARTITIONS OR SOFFITS AS FOLLOWS: PARTITIONS SHALL EXTEND A MINIMUM OF 6 INCHES ABOVE THE LEVEL OF THE PLANE OF THE GRID AND SHALL BE INDEPENDENTLY BRACED TO THE STRUCTURE ABOVE. SOFFITS SHALL EXTEND TO A POINT AT LEAST LEVEL WITH THE BOTTOM PLANE OF THE GRID AND SHALL BE INDEPENDENTLY SUPPORTED AND LATERALLY BRACED TO THE STRUCTURE ABOVE. ASTM E580 SECTION 5.2.9.1.. SPECIAL INSPECTIONS VERIFY WITH LOCAL JURISDICTION WHICH SPECIAL INSPECTIONS ARE REQUIRED. SPRINKLERS FOR CEILINGS WITHOUT RIGID BRACING, SPRINKLER HEAD PENETRATIONS SHALL HAVE A 2" OVERSIZE RING, SLEEVE OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FREE MOVEMENT OF AT LEAST 1" IN ALL HORIZONTAL DIRECTIONS. FLEXIBLE HEAD DESIGN THAT CAN ACCOMMODATE 1" FREE MOVEMENT SHALL BE PERMITTED AS AN ALTERNATE. PER ASTM E580. FACT NOTES NTS ��% NOTE: COORDINATt HIV�r1VrC DKAI.RtI LOCATIONS W/ CASEWORK & EQUIPMENT WHERE SCHEDULED, AND MANUF. MOUNTING INSTRUCTIONS NTS BOTTOM OF FINISHED CEILING ANCHOR BRACKET: 6"X16ga UNPUNCHED STUD TRACK, ATTACH TO 3 STUDS MIN. FINISHED FLOOR Tenant: TR INTERNATIONAL 22817. 102ND PL W 22817 102ND PLACE W EDMONDS, WA 98020 BURGESS DESIGN I N T E R I O R S A R C H I T E C T U R E All reproduction &intellectual property rights reserved c 2017 Professional seal �IEGISTERED ARCHITECT RAIQbALL ALAN MORGAN STATE OF WASHINGTON No. Issue Description Date PERMIT SET 02.23.21 CITY CORRECTION-01 03.19.21 City Electronic Stamp Location Drawn by: �/B Project Manager: MCVV Project No: 20-0151-00 j�FTATT C RESUB BLD2021-0220 Mar 22 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT THRESHOLD @CARPET TO VCT. 0 3 6 12 3„_1,_0„ TYPICAL ANCHOR BRACKET FRAMING NTS Original drawing is 30" x 42". Scale entities accordingly if reduced A.9.2 PI L-2 I P-LAM UPPER CABINETS WITH TWO ADJUSTABLE SHELVES PI L-2 I P-LAM UPPER CABINETS WITH TWO ADJUSTABLE SHELVES EQ. EQ. EQ. EQ. EQ. / � � 0; ADA COMPLIANT SINK &FAUCET EQ. PL-2 P-LAM UPPER CABINETS �j WITH TWO � ADJUSTABLE / SHELVES \ / PL-1 P-LAM N COUNTERTOP & � BACKSPLASH N �� o � � �� OMEN i � i � i � i X � 3'-0" CLR FOR REF 1'-6" 3' CLR. 2'-0" CLR. FOR D.W. J A.9.3 BREAK ROOM ELEVATION 1'-2„ EQ. EQ. � � o � o � o 0 0 �� 0 0 0 0 0 0 0 0 0 0 0 2'-1„ -� — � I $„ �\ / _— / / M / I / N 6" MAX. EQ. EQ. EQ. EQ. LINE OF END OF WALL -REFER TO FLR. PLANS LINE OF CEILING AS SPECIFIED PLASTIC LAMINATE DOORS MELAMINE CABINET INTERIOR. 3/4" ADJ. SHELVES W/ MELAMINE FINISH. PROVIDE 1 " SHELVES IF OVER 36" IN WIDTH. PROVIDE 4" BACKSPLASH AS INDICATED ON ELEV. SCRIBE TO WALL COUNTERTOP I W/PLASTIC LAMINATE I PER FINISH SCHEDULE, UNO. I CV I \ I — PROVIDE SOLID PANEL I PROVIDE SINK WHERE I INDICATED - REFER I TO PLUMBING DWGS I PROVIDE ADA COMPLIANT SINK & FAUCET. PROVIDE I CLEARANCES. I I PLUMBING BOOT AS REQ'D I I BASE AS PER SCHEDULE. I TURN INSIDE ®CABINET I OPENING, TYP. I FINISH FLOOR LINE. I � RUN TO REAR OF CABINET OPENING. LINE OF CABINET (BEYOND) ADA SINK SECTION W J W W W Vl N IiJ a PL-2 P-LAM o LOWER CABINETS AND DRAWER WITH � ONE ADJUSTABLE `V SHELF B-1 P-LAM UPPER - CABINETS WITH TWO �j ADJUSTABLE SHELVES ;� P-LAM � COUNTERTOP WITH � 4" BACKSPLASH N PL-2 LOWER CLOSED CABINETS WITH TWO � WHITE MELAMINE ;,� ADJUSTABLE SHELVES (ENLARGED) RECEPTION PLAN EQ. 2'-g„ PLASTIC LAMINATE I COUNTER TOP cV FULL PIECE I 3 1/2' SUPPORT I K' 2"X2" ALUMINUM SUPPORT AT SIDE AND BACK WALL INSTALL I FLUSH WITH SURFACE I OF CLEATS I N APPLIED SCHEDULED BASE � RECEPTION DESK SECTION EQ. EQ. EQ. EQ. EQ. EQ. 0 �, / \ /� �\ /0 �\ \ / \ / \ / \ / EQ. EQ. EQ. EQ. 6'-0" WORK ROOM ELEVATION SOLID Sl TRANSACTIC & WATERFALI PLASTIC LA FRONT. SET BA SS-1 TRANSACTION TOP 1'-0" AND WATERFALL EDGE EQ. RECEPTION DESK ELEVATION ST�EL SUPPORT BRI4CKET � 24" O.C. MAC(. BLOCK AS RERUIRED I `� � � SE G/A.9.2 � SI N PLr3 `I. �� RECEPTION DESK ELEVATION s� S-, u SOLID SURFACE TRANSACTION TOP & WATERFALL EDGE PL L-� PLASTIC LAMINATE L[�]:��iP►:/:1��i�L�l:�: SURFACE &SIDE PANEL. N � I � PL-3 � PLASTIC LAMINATE (3) DRAWERS B-1 >URFACE CTION TOP :RFALL EDGE E VTAL E & \NEL. 6'-0" � 1'-0" a •. A �. �. ' . -.�: :. :� .. e � .• o � � OPENS � :. �, I e - x .�� N I / � .,. •� . �a. �1'-4" � 5'-4" �'j RECEPTION DESK ELEVATION w-� RECEPTION DESK ELEVATION SURFACE IN TOP & ALL EDGE LAMINATE JTAL WORK �E &SIDE PANEL. LAMINATE DRAWERS Tenant: TR INTERNATIONAL 22817 - 102ND PL W 22817 - 102ND PLACE W EDMONDS, WA 98020 BURGESS DESIGN I N T E R I O R S � A R C H I T E C T U R E All reproduction &intellectual property rights reserved c 2017 Professional seal ARCHITEC RA ALL ALAN MORGAN STATE OF WASHINGTON No. Issue Description Date PERMIT SET 02.23.21 CITY CORRECTION-01 03.19.21 City Electronic Stamp Location Drawn by: VB Project Manager: Mt✓�1V Project No: 20-0151-00 MTT T wnR K RESU B 1��220 Mar 22 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Original drawing is 30" x 42". Scale entities accordingly if reduced A.9.3 STRUCTURAL GENERAL NOTES CODE: INTERNATIONAL EXISTING BUILDING CODE, 2018 EDITION WI WASHINGTON STATE AMENDMENTS. REF: EXIST DRAWINGS. EMPLOYEE BENEFITS OF AMERICA CT ENGINEERING 05123105 EXIST DESIGN DEAD LOADS: EXIST ROOF: EXIST ROOF MECHANICAL WELL: EARTHQUAKE MECHANICAL WELL EXIST DESIGN LIVE LOADS: EXIST ROOF SNOW 20 PSF 25 PSF ADDITIONAL MECH'L DL 10 PSF ADDITIONAL MECH'L DL 25 PSF FLOOR: 50 PSF (EXISTING TYPICAL OFFICE) WIND LOAD: (PER ASCE 7-16) BASIC WIND SPEED = 97 MPH EXPOSURE "B" RISK CATEGORY II PER CHAPTER 1, TABLE 1.5-1 ASCE 7 WIND LOADS FOR THE MAIN WIND -FORCE RESISTING SYSTEM (MWFRS) DETERMINED BY THE DIRECTIONAL DESIGN PROCEDURE AS SPECIFIED IN ASCE 7 CHAPTER 27. INTERNAL PRESSURE COEFFICIENT, GCPI=+-0.18 (ENCLOSED BUILDING) SEISMIC LOAD: (PER ASCE 7-16) SEISMIC DESIGN CATEGORY D OCCUPANCY CATEGORY II PER TABLE 1.5-1 ASCE 7 IE = 1.00 SITE CLASS = D SS =1.28 S� = 0.45 LONG- PERIOD TRANSITION PERIOD, T= 6, PER ASCE 7 FIGURE 22-12 TO 22-16 f2 = 2.5 R = 6.5 LIGHT FRAME BEARING WALLS ANALYSIS PROCEDURE: EQUIVALENT LATERAL LOAD PROCEDURE DESIGN BASE SHEAR: V = 0.157W LATERAL LOAD RESISTANCE SYSTEM: 1. LATERAL LOAD SYSTEM CONSISTS OF WOOD FLOORIROOF DIAPHRAGMS TRANSFERRING LATERAL LOADS TO WOOD SHEAR WALLS. STRUCTURAL STEEL: ANCHOR BOLTS IN CONCRETE OR MASONRY OR THRU BOLTS SHALL BE 3/4-INCH DIAMETER ASTM F 1554 GRADE 36 UNLESS NOTED OTHERWISE. 2. ALL BOLTS (HIGH STRENGTH, ANCHOR BOLTS, EXPANSION BOLTS, ADHESIVE ANCHORS, ETC.) SHALL BE INSTALLED WITH STEEL WASHERS. 3. MISC. STEEL PLATES, BARS, AND ANGLES SHALL BE ASTM A36 UNO. FIRE RATINGS: 1. FOR FIRE RATING REQUIREMENTS AND METHODS, SEE ARCHITECTURAL DRAWINGS. WOOD: 1. WOOD SHALL BE DOUGLAS FIR LARCH N0. 1 12 OR BETTER UNLESS OTHERWISE NOTED TYPICAL. WOOD BEAMS SHALL BE DOUGLAS FIR N0. 1 OR BETTER. 2. FASTENING SHALL BE PER INTERNATIONAL BUILDING CODE TABLE N0.2304.10.1, FASTENING SCHEDULES, UNLESS OTHERWISE NOTED. 3. SIMPSON HARDWARE SHALL BE USED AT ALL WOOD CONNECTIONS UNLESS OTHERWISE NOTED. ALL NAIL HOLES IN JOIST HANGERS AND MISCELLANEOUS FRAMING ANCHORS SHALL BE FILLED WITH NAILS PER MANUFACTURER'S PUBLISHED NAIL SIZES. ALL CONNECTORS USED WITH TREATED LUMBER SHALL BE PROTECTED WITH ZMAX/HDG GALVANIZING OR EQUAL AND FASTENERS SHALL BE GALVANIZED PER ASTM A153. 4. WOOD STRUCTURAL PANEL WALL SHEATHING AND NAILING SHALL BE AS SHOWN ON THE SHEAR WALL SCHEDULE. 5. DO NOT NOTCH OR DRILL JOISTS, BEAMS, OR LOAD BEARING STUDS WITHOUT PRIOR WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER. 6. WOOD SILL PLATE SHALL BE BOLTED TO FOUNDATION WITH 518" DIAMETER A307 ANCHOR EPDXY BOLTS AT 4'-0" O.C. UNLESS NOTED OTHERWISE. ANCHOR BOLTS SHALL BE PLACED AT ALL JAMBS, CORNERS, INTERSECTIONS, AND WALL ENDS. PROVIDE MINIMUM OF TWO BOLTS PER LENGTH OF SILL PLATE. 7. ALL FOUNDATION PLATES OR SILLS AND SLEEPERS IN CONTACT WITH CONCRETE OR MASONRY SHALL BE TREATED OR DECAY RESISTANT WOOD AND MARKED OR BRANDED BY AN APPROVED AGENCY. WOOD TREATMENT SHALL BE OF TYPE NOT DETRIMENTAL TO GALVANIZED FASTENERS. 8. ALL BOLTS IN WOOD FRAMING SHALL BE INSTALLED WITH STEEL WASHERS. GLUE LAMINATED BEAMS: 1. GLULAM BEAMS ARE DOUGLAS FIR LARCH 24V4 (24V8 AT CANTILEVER CONDITIONS) FABRICATED WITH WET -USE ADHESIVE IN AN AITC LICENSED PLANT. 2. BEAMS REQUIRED TO BE ONE -HOUR FIRED RATED SHALL HAVE AN EXTRA TENSION LAMINATION PER AITC TECHNICAL NOTE #7. SEE ARCHITECTURAL DRAWINGS FOR FIRE RATINGS AND LOCATIONS. GPR OR X-RAY 1. CONTRACTOR MUST PERFORM REINFORCING VERIFICATION AT ALL LOCATIONS WHERE THEY ARE DRILLING INTO THE EXISTING CONCRETE SLAB TO ENSURE NO EXISTING POST -TENSIONING CABLES OR REINFORCING WILL BE DAMAGED PRIOR TO PERFORMING WORK. EPDXY 1. ALL EMBED EPDXY WILL BE HILTI OR EQUIVALENT ADHESIVE ANCHORS IN CONCRETE SHALL BE ONE OF THE FOLLOWING: 1. SIMPSON STRONG -TIE SET-XP ADHESIVE ANCHORING SYSTEM (ESR-2508) (STANDARD CURE APPLICATIONS) 2. HILTI HY-200 SAFE SET SYSTEM ADHESIVE ANCHORS (ICC ESR-3187) (FAST CURE APPLICATIONS) 3. HILTI RE-100 ADHESIVE ANCHORS (ICC ESR-3829) (STANDARD CURE APPLICATIONS) SPECIAL INSPECTION 1. ALL ADHESIVE ANCHORS REQUIRE SPECIAL INSPECTION AND SHALL BE PERFORMED PER MANUFACTURER REQUIREMENTS. SHEARWALL SCHEDULE PANEL PANEL SILL PLATE MATERIAL AND SHEARWALL SHEATHING FASTENER TYPE EDGE FIELD ANCHOR BOLT SIZE AND SPACING (MIN MARK MATERIAL AND SIZE NAILING NAILING EMBED 3 1/2") 10d COMMON NAIL �%2" OSB OR (1-1/2"MIN SW-4 PLYWOOD PENETRATION INTO 4" O.C. 12" O.C. PT 2x SILL PLATE w/ SHEATHING FRAMING a" O EPDXY BOLT @ 48" O.C. (2 MIN) ONE FACE MEMBERS) SHEARWALL NOTES 1. ALL STUDS, BLOCKING, TOP AND BOTTOM PLATES SHALL BE DOUG-FIR NO. 2 UNLESS NOTED OTHERWISE ON PLANS OR BETTER. ALL SHEATHING EDGES MUST BE BACKED WITH 2x OR WIDER FRAMING (SEE NOTE #3). 2. SHEATHING MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. ALL SHEARWALL SHEATHING MUST EXTEND TO THE OUTSIDE EDGE OF ALL HOEDOWN POSTS AND CORNERS, AND TO THE INSIDE EDGE OF FRAMING AROUND OPENINGS. 3. ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3-INCH NOMINAL MEMBER. ADDITIONALLY, WHERE SHEARWALLS ARE SHEATHED ON BOTH FACES, ALL STUDS AND PLATES RECEIVING EDGE NAILING FROM BOTH FACES MUST BE A SINGLE 3-INCH NOMINAL MEMBER OR PANEL JOINTS MUST BE OFFSET. (2)2x MAY BE SUBSTITUTED FOR A SINGLE 3x MEMBER PROVIDED THE STUDS ARE STITCH NAILED TOGETHER w/ 10d NAILS STAGGERED AT 6" O.C. FROM EACH SIDE. 4. SHEARWALL NAILING CRITERIA IS BASED ON TABLE 4.2A OF THE AF&PA SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC. VALUES ARE BASED ON OSB OR PLYWOOD SHEATHING w/ DOUG-FIR NO. 2 FRAMING AND COMMON NAILS. 5. HOEDOWNS AND OTHER CONNECTIONS MAY BE REQUIRED AT THE ENDS OF SHEARWALLS. SIZES AND LOCATIONS OF THESE CONNECTORS ARE INDICATED ON THE PLANS. REFER TO THE APPROPRIATE DETAILS AND/OR HOEDOWN SCHEDULE FOR ADDITIONAL INFORMATION REGARDING ANCHOR BOLTS, EMBEDMENT LENGTH, ETC. WHERE (2) 2x's ARE USED AS A HOEDOWN POST, SHEARWALL EDGE NAILING MUST BE STAGGERED INTO EACH MEMBER OF THE POST. 6. ALL BOLTS SHALL BE ASTM A307 OR BETTER. SIMPSON TITEN HD BOLTS OF THE SAME DIAMETER AS SHOWN IN THE SHEARWALL SCHEDULE MAY BE SUBSTITUTED FOR SILL ANCHOR BOLTS INTO EXISTING CONCRETE. BOLTS SHALL BE EMBEDDED A MINIMUM OF 33/a" INTO EXISTING CONCRETE. 7. ALL NAILS AND CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD (EXCEPT FOR BORITE TREATED WOOD) MUST BE HOT DIPPED GALVANIZED OR STAINLESS STEEL TO RESIST CORROSION. 8. PROVIDE A MINIMUM OF 3" x 3" x 0.229" PLATE WASHERS AT ALL ANCHOR BOLTS. THE EDGE OF THE PLATE WASHER MUST BE LOCATED NO MORE THAN %" FROM THE INSIDE FACE OF THE SHEARWALL SHEATHING. FOR SHEARWALLS SHEATHED ON BOTH FACES, SQUARE PLATE WASHERS SHALL HAVE A MINIMUM SQUARE DIMENSION OF SILL PLATE WIDTH MINUS 1". (E.G. 4.5" x 4.5" x 0.229" WASHER FOR 3x6 SILL PLATE.) SHEAR WALL SCHEDULE NO SCALE HOEDOWN SCHEDULE HOEDOWN THREADED EMBED INTO EXIST MIN EDGE MINIMUM MARK ROD SIZE CONC DISTANCE POST SIZE TOTAL FASTENERS CAPACITY REMARKS HDU2 %" !tD 5" 3" (2) 2x (6) SDS %" x 1%" 3075# SEE DET 21/S-3.0 HOEDOWN NOTES 1.AEL-THREAD BOLTS SHALL CONFORM TO ASTM A307. 2. MINIMUM CONCRETE COMPRESSIVE STRENGTH (fc) SHALL BE 2500 PSI. MINIMUM SLAB THICKNESS IS 8", U.N.O. ON PLAN OR DETAILS. 3. ALL HOEDOWNS REQUIRE A (2)2x POST UNLESS NOTED OTHERWISE. WHERE HOEDOWNS ARE INSTALLED INTO THE WIDE FACE OF THE STUD, STUDS MUST BE STITCH NAILED TOGETHER w/ 16d SINKERS STAGGERED AT 4" O.C. 4. FOR POST INSTALLED CONDITIONS, THREADED ROD MAY BE PLACED IN SIMPSON SET-XP OR HILTI HY-150 EPDXY, UNO. 5. MINIMUM EDGE DISTANCE IS FOR FORMED CONCRETE EXPOSED TO WEATHER OR SOIL. FOR CONCRETE CAST AGAINST SOIL PROVIDE 3" CLEAR TO ANCHOR BOLT. 6. NAILS/SCREWS TO HOEDOWN POST SHALL BE PER MANUFACTURER'S SPECIFICATIONS. 7. WHEN FIELD CONDITION BECOME LESS THAN MINIMUM SHOWN, CONTACT ENGINEER PRIOR TO PROCEEDING. 8. ALL HOEDOWN BOLTS MUST BE RE -TIGHTENED JUST PRIOR TO ENCLOSING SECOND SIDE OF WALL. HOLDDOWN SCHEDULE NO SCALE rr� � ^ '^ VJ V � o N `� 0 zz E: 0 U C ww� _� Z � ^ v J � � Za� cv ��// L.L z � � c Q W C� • CZ ��>>O ��y 0�'JZ� ,3 � W ""ww`�� F q ..� �� O M1 Q �� i w J U Q z 0 Q z w z <;� N N M c cn, N `� �? Z� Xww i � w � � O m - N o� x �a U o�= �V 00 `V � Z O QW Z � U WJ Z CV 0 _ ~ � � N a CV TITLE STRUCTURAL NOTES ��-ET S-1.0 f 31 S-3.0 1 MAIN LEVEL PLAN SCALE 5/32" = 1'-0" KEYED NOTES 1. NEW HEADER AND BEARING STUDS IN EXISTING WOOD STUD BEARING/SHEAR WALL PER TYPICAL FRAMING AT OPENINGS DETAIL. 2. NEW INFILL AT EXISTING OPENING STRUCTURAL SHEAR WALL. SEE DETAIL 23/S-3.0. 3. NEW 15/32" PLYWOOD SHEATHING AT EXIST WOOD STUD WALL. PLACE NEW SHEATHING AT OPPOSITE SIDE OF EXISTING FOR A NEW 2 SIDED SHEAR WALL WHERE OCCURS. SEE SHEAR WALL SCHEDULE TYPE SW-4 (2). 4. NEW (2) 2X6 COLUMNS INSTALLED UNDER HEADER PER DETAIL 22/S-3.0. 5. NEW WOOD SHEARWALL AT EXISTING SLAB. 2X4 STUDS FULL HEIGHT TO ROOF DECK AT 16"O.C. MAX. WALL SHEATING WILL BE PER SHEARWALL SCHEDULE. 6. NEW 15/32" PLYWOOD SHEATHING AT EXIST WOOD STUD WALL. PLACE NEW SHEATHING ON SIDE SHOWN IN PLAN. 7. INSTALL MST STRAP ALONG FULL LENGTH OF WALL AS SHOWN IN DETAIL 41/S-3.0. 8. DOUBLE 2X AT NEW INFILL WALL W/ 1/4" SDWS SCREW AT 12" O.C. VERTICAL INTO EXISTING STUDS AT EXTERIOR WALL. 9. EXISTING SHEARWALL TO BE DEMOED PER THE ARCH'L DEMO PLAN. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION. GENERAL NOTES: A. CONTRAGTC PRIOR TO DE B. SEE ARCH'L DRAWING FOR IVEW OPENING SIZE AND LOCATION. C. CONTRACTOR SHALL X-RAY AND MAP ALL EXISTING POST -TENSIONING CABLES AND REINFORCING IN THE EXISTING SLAB. DO NOT CUT ANY EXISTING REINFORCING FOR INSTALLATION OF NEW ANCHORS IN CONCRETE SLABS. CALL ENGINEEP. FOP ANY CONFLICTS TO REVIEW ALTERNATIVE LOCATIONS. �� (� C//wJ, _ / � O N 0 z � �� `'' �/ J 0 U w � r LL z 7 L U N c� z O J QwU�.� • • N �J�,'° ��y o�'Ji� .r N � ..� a .'` �WQ �6''!b.(� � r�V O l��y '�� N � � w Q u Q z 0 Q z w z �_ N O N M O � N _ o �� O � W (%� ~ O � d � jaM�NwW Oy �� O d W �� iw� �� N O Q z � O � Z O Z � U WJ �- z Z N 0 � s � o� a N TITLE PLAN VIEW �,__T �-2.0 TYP HEADER SCHEDULE SPAN RANGE MEMBER SIZE 0'-4' (2)2"X8"SAWN 4'-8' 51/8"X9"GLB TYP HEADER SCHEDULE SCALE: NO SCALE FACE STUD (OR BRG. STUD @OPENING) INSTALL EPDXY EMBED BOLTS FOR THE HOEDOWN ANCHORS PILOT DRILL. BLOWOUT DUST AND BACKFILL WI EPDXY BEFORE INSERTING BOLT PER EPDXY MANUFACTURER FULL HT. STUDS (2 MIN OR AS SW SCHEDULE OR TYP. REO'D BY FRAMING @ OPENING DETAIL) SIMPSON TYPE HD2A HOLDDOWN ANCHOR UNO TYP EACH END 5/8" O EPDXY BOLT @ 4'-0" OC UNO 2 MIN ? o ANCHORS PER NEW SHEAR WALL SECTION �w �m M w 2X SILL PLATE M PT CONC FLOOR .a a .a zo —w �m �� w BOTTOM OF PT CONC SLAB TYPICAL SHEARWALL HOLDDOWN SCALE: NO SCALE BLOCK BETWEEN TRUSS TYP W/ 2 X 4 48" O.C. (3)12d EA END SHEATH EXIST TRUSS WI 15132" STRUCTURAL 1 SHEATHING. NAIL SHEATHING 6" O.C. ON PERIMETER AND 12" O.C. IN FIELD. ADD VERTICAL 2 X 4 WEB MEMBERS WHERE REQUIRED WITHIN TRUSS SUCH THAT MAXIMUM SPACING OF VERTICAL MEMBER IS 24" O.C. A23 @ 48" 16tl @ 24" O.C. � SHEARWALL EDGE NAILING FIELD VERIFY PLAN LOCATION OF NEW SHEAR WALL WITH TRUSS ABOVE LSTA 12 �1 1 MAX 2X4@48" BLKG @ 48" (3) 16d EA END � 12dX3"@6"TN BLOCK BETWEEN TRUSS TYP 212 X4 A23 @ 24" 24" O.C. (2) 12d EACH END SHEARWALL INLINEW/TRUSS NOT TO SCALE MST STRAF CONTINUOUS FULL WALL LENGTH WITF SOLID BLKG WHERE SHOWN ON PLAN EXISTING HEADER BEAM S AT 4" O.C. EACH SIDE EXISTING IEARWALL SHEARWALL INFILL W/ CONTIN STRAP NOT TO SCALE DBL TOP PLATE HEADER, SEE PLANS AND HEADER SCHE[ SIMPSON A35 ANCHORS(@ E WALLS ONLY) TYP FRAMING AT OPENING SCALE: NO SCALE ni n nrn n� nni DOUBLE FULL HT. STl EXIST WALL HEADER/COL CONNECTION NOT TO SCALE BEARING STUDS TITY OPENING WIDTH < 4'-0" STIFFENER STUDS - NUMBER TO BE 1/2 OF NUMBER OF STUDS INTERRUPTED BY OPENING, PLUS ONE UNO ON PLAN NEW SHEARWALL PERP TO TRUSS NOT TO SCALE EXIST TRUSS BLOCKING TYP NOT TO SCALE OD ER �M. EXISTING TRUSS ,Y FULLY INFILLED AT SW BELOW 8"WITH ZUSS BAY DOUBLE TOP PL 2X � BLOCKING @ ALL PLYWOOD EDGES � FACE STUD (BRG. STUD @ OPNG) FULL HT. STUDS (2 MIN. OR AS REO'D BY SW SCHEDULE OR TYP. FRAMING @ OPNG. DET.) OPENING OR END OF BLDG. WHERE OCCURS. (SEE TYP. FRAMING @ OPNG. DETAIL SW SEE PLAN AND SCHEDULE TYPICAL SHEARWALL SCALE: NO SCALE SHEARWALL STRAP NOT TO SCALE WALL SHEATHING. SEE SW SCHEDULE FOR ATTACHMENT. HOLD DOWN ANCHOR SEE TYPICAL WALL HOLD DOWN DETAIL. 518" 0 EPDXY SILL BOLTS @ 4'-0" OC UNO PLANE 1�.16911�[e1:1�.1U�:�:1�.1 L I" O.C. I SIDE J G AT )INTS 'ING TALL 3ED )RS 1. NEW 2X STUDS AROUND FULL PERIMETER TO MATCH EXISTING AT INFILL SW OPENINGS 2. ADD SHEAR ANCHORS PER TYPICAL DETAILS AND PER SW SCHEDULE. 3. ADD PLYWOOD SHEATHING PER SW SCHEDULE M �^ o u 0 z z �J �� Q (, c..� �; W � _� � Zm ca ��// I..L � � � c E � • Ca� �J�c>�° ��y� ��Jy� d .� d uro -1 �J�''!6.(� � �� y ��cr� ��` � � w J Q U v� L 0 a z w z_ N O N 00 m 0 _ N N � � �O � O w � F— O � � o�z�� HaN�W W � 3w� �� O CV O _ � O �_ � U W Q Z CV O � � CV TITLE STRUCTURAL DETAILS SHEET S-3.0