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23-101429-CO_TCN_PERMIT_DRAWINGS_3-27-2323-101429-00-CO N 0 N 0 GENERAL NOTES 1. EXISTING BUILDING STRUCTURE CONSTRUCTION PROVIDES EXAMPLE OF FINISH LEVEL TO BE PROVIDED. ALL WORK IS TO BE COMPATIBLE WITH EXISTING CONSTRUCTION. 2. ALL WORK SHALL CONFORM TO APPLICABLE CURRENT FEDERAL, STATE AND LOCAL CODES. THE CONTRACTOR IS TO PROVIDE FOR ALL REQUIRED NOTIFICATION OF AND COORDINATION WITH THE CITY AND STATE AGENCIES, AND PROVIDE REQUIRED PERMITS. ALL TESTS AND INSPECTIONS ASSOCIATED WITH OBTAINING APPROVALS TO PROCEED WITH AND COMPLETE THE WORK SHALL BE PAID FOR BY THE CONTRACTOR. 3. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS, EQUIPMENT AND TRANSPORTATION NECESSARY OR REASONABLY INFERABLE AS BEING NECESSARY FOR THE EXECUTION OF THE WORK. BY SUBMITTING A PROPOSAL THE CONTRACTOR REPRESENTS THAT THROUGH EXAMINATION OF THE SITE AND ALL EXISTING CONDITIONS AND LIMITATIONS HAVE BEEN MADE AND THAT THE CONTRACT DOCUMENTS HAVE BEEN EXAMINED IN COMPLETE DETAIL, AND THAT IT IS DETERMINED BEYOND DOUBT THAT THE DRAWINGS, SPECIFICATIONS AND EXISTING CONDITIONS ARE SUFFICIENT, ADEQUATE AND SATISFACTORY FOR CONSTRUCTION OF THE WORK. WHERE MINOR ADJUSTMENTS TO THE WORK ARE NECESSARY FOR THE PURPOSES OF FABRICATION AND INSTALLATION OF ITEMS, OR RESOLUTIONS OF CONFLICTS BETWEEN ITEMS, WITHIN THE INTENT OF THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL MAKE SUCH ADJUSTMENTS AT NO ADDED EXPENSE TO THE OWNER. WHERE SUCH MINOR ADJUSTMENTS AFFECT FUNCTIONAL OR AESTHETIC DESIGN OF THE WORK, THEY SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL. 4. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER, INCLUDING AREA FOR WORK, MATERIALS STORAGE, ACCESS TO AND FROM THE WORK, SPECIAL CONDITIONS OR NOISY WORK, TIMING OF WORK AND INTERRUPTIONS OF MECHANICAL AND ELECTRICAL SERVICES. .. . .. . .... . . . . . . . . . . . . . . . . . . . . .'�1��►L 1.�.�y./_1�1 l�».�� l.�ul� ll►I_TKK l.� 1.V[y�►Irl�.��.l�.l[el.l����l_1►I 7_1.] Z l�►L l.�.l►�/_l��ll�l►�el�►1�.71�1►I l►IrI�.�.Y ly.��l_1►I 7_1.] 1,�[.�1.�a 11111: 1111119l1l �K6P►II:LT"IoL�y:/.1111111_1Ilan IIN 111111114110111111111SORB 1110IIRd 11108F_1I117_1:111,�_1ISya_1IN] i0]SAlIT, Ia III:/.11111111111:3aLoll] :3M,IIIIINall] _1: ll:I10INSlOR0:721100981=N01X4►t_1k111_119:Z019_1 7. CONTRACTOR SHALL SUBMIT SAMPLES OF ALL FINISHES OF SUCH SIZE AND NUMBER THAT THEY REPRESENT A REASONABLE DISTRIBUTION OF COLOR RANGE AND PATTERN PRIOR TO INSTALLATION FOR ARCHITECT'S APPROVAL. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS AND PRODUCT DATA FOR ARCHITECT'S APPROVAL ON ALL SPECIAL ITEMS REQUIRING CUSTOM FABRICATION. 8. CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. CONTRACTOR IS NOT TO SCALE DRAWINGS. 9. CONTRACTOR SHALL PROVIDE SOLID WOOD BLOCKING IN PARTITIONS FOR ALL WALL MOUNTED FIXTURES AND DEVICES UNLESS INDICATED OTHERWISE ON THE DRAWINGS. 10. ALL MATERIALS INDICATED TO MATCH EXISTING SHALL DO SO WITH RESPECT TO SIZE, COLOR, TEXTURE, PATTERN, QUALITY AND METHOD OF INSTALLATION INSOFAR AS PRACTICABLE AND SHALL BE APPROVED BY THE ARCHITECT BEFORE USE. BEFORE YOU START WORK SCHEDULE A PRE -CONSTRUCTION MEETING WITH THE DEPUTY FIRE 11. EXISTING WORK DAMAGED AS A RESULT OF WORK UNDER THIS CONTRACT SHALL BE REPAIRED TO ORIGINAL CONDITION AND FINISHED TO MATCH ADJACENT FINISHES, SUBJECT TO ARCHITECT'S APPROVAL, AT NO ADDITIONAL COST TO OWNER. ALL REPLACEMENT MATERIAL REQUIRED TO MATCH EXISTING MATERIALS SHALL DO SO WITH RESPECT TO TYPE, PATTERN, TEXTURE, SIZE, SHAPE, COLOR AND METHOD OF INSTALLATION INSOFAR AS PRACTICABLE, AND SHALL BE APPROVED BY THE ARCHITECT AND OWNER PRIOR TO INSTALLATION. 12. ALL EXISTING MECHANICAL AND ELECTRICAL EQUIPMENT AND SERVICE DISRUPTED OR REMOVED DURING CONSTRUCTION SHALL BE RESTORED AND REPLACED UNLESS NOTED OTHERWISE. 13. INSTALLATIONS OF MECHANICAL ELECTRICAL AND STRUCTURAL SYSTEMS WILL REQUIRE OPENING OF SOME EXISTING WALLS CEILINGS OR FLOOR CAVITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF THESE OPENINGS TO MATCH EXISTING EXCEPT WHERE NOTED OTHERWISE. FILL ALL HOLES AND VOIDS IN FLOORS WALLS AND CEILINGS WHICH RESULT FROM INSTALLATION OF WORK, AND REMOVAL OF EXISTING MATERIALS AND EQUIPMENT REQUIRED BY THIS CONTRACT. PATCHED AREAS SHALL MATCH THE MATERIALS FINISHES AND LEVELS ADJACENT OR SHALL BE PUT IN THE PROPER CONDITION TO RECEIVE THE FINISH INDICATED. 14. MATERIALS, ARTICLES, DEVICES AND PRODUCTS ARE SPECIFIED IN THE DOCUMENTS BY LISTING ACCEPTABLE MANUFACTURERS OR PRODUCTS, BY REQUIRING COMPLIANCE WITH REFERENCED STANDARDS OR BY PERFORMANCE SPECIFICATIONS. FOR ITEMS SPECIFIED BY NAME, SELECT ANY PRODUCT NAMED. FOR THOSE SPECIFIED BY REFERENCE STANDARD OR BY PERFORMANCE SPECIFICATIONS SELECT ANY PRODUCT MEETING OR EXCEEDING SPECIFIED CRITERIA. FOR APPROVAL OF AN ITEM NOT SPECIFIED SUBMIT FOUR (4) COPIES OF COMPLETE BACK-UP INFORMATION FOR PURPOSES OF EVALUATION. WHERE BUILDING STANDARD ITEMS ARE CALLED FOR, NO SUBSTITUTE WILL BE ACCEPTED. 15. CONTRACTOR SHALL PROVIDE FOR ALL WORK REQUIRED TO MAINTAIN COMPLIANCE WITH LOCAL FIRE CODE. PROVIDE FOR ALL REQUIRED SHOP DRAWINGS AND APPROVALS. 16. MECHANICAL AND ELECTRICAL FIXTURES, OUTLETS, ETC. WHEN SHOWN ON THE ARCHITECTURAL DRAWINGS ARE FOR LOCATION INFORMATION ONLY. MECHANICAL AND ELECTRICAL TO BE DESIGNED BY OTHERS. ALL CIRCUITING COORDINATION TO BE BY OTHERS. 17. CONTRACTOR IS TO PROVIDE DRAWINGS FOR ARCHITECT'S & TENANT APPROVAL SHOWING LOCATIONS OF ALL HVAC THERMOSTATS, GRILLES, AND DIFFUSERS, FIRE AND SMOKE DETECTION DEVICES INCLUDING SPRINKLERS, FIRE EXTINGUISHERS AND HOSE CABINETS ETC. 18. ANY CHANGE IN LIGHT FIXTURE PLACEMENT DUE TO INTERFERENCE OF MECHANICAL OR STRUCTURAL COMPONENTS MUST BE APPROVED BY ARCHITECT & TENANT. 19. ALL WOOD IN CONTACT WITH FLOOR SLAB TO BE PRESERVATIVE TREATED PER I.B.C. SECTION 2304.11. 20. EXISTING ROOFING MEMBRANE TO BE REMOVED. OPENINGS IN ROOF FOR EQUIPMENT TO BE REMOVED WILL BE INFILLED WITH MATCHING FRAMING MEMBERS AND DECKING. PROVIDE MINIMUM R-30 RIGID INSULATION OF EQUAL THICKNESS OVER INFILLED OPENING AND COVER ENTIRE ROOF AREA WITH NEW SINGLE PLY ROOF MEMBRANE. MARSHAL BY CALLING 253-946-7318. Please • schedule your inspection at least 2 business days in advance. The fire marshals office will II �o� call you back and set up an agreed upon time. . Preferred inspection days are Tuesday through Thursday with limited inspection availability on Monday's and Friday's. CATCH BASIN TYPE (2) STORY OFFICE BUILDING °�° �� RIM=316.63 \ E. 308.28 24" C SW 25,495 S.F. / FLOOR �� E. 308.48 18" c SE SEPARATE PERMITS & II (509990 S.F. GROSS) �� °° s I.E. 308.58 18" C NW APPROVALS I ASI TYPE �� & ! ARE REQUIRED FOR REVIEW OR I OVER 25,495 PARKING LEVEi ;I -31 6.78 SANITARY MANHOLE INSPECTION OF NEW FIRE PROTECTION II P WATER �� RIM-31 6A9 OR DETECTION SYSTEMS, OR EXISTING. I B E T FIND PIPES I.E. 299.86 MID CHANNEL o SYSTEMS WHERE ANY ADDITIONS, ALTERATIONS, OR RVISIONS ARE MADE. •1) AUTOMATIC FIRE SPRINKLER SYSTEM I � 9� a 2) FIRE ALARM SYSTEM01 ACCESSIBLE PATH FROM STREET TO MAIN ENTRANCE OF BUILDING I CO TP \ \ I �� �� SANITARY MANHOLE RIM-31 6A9 < I.E. 298.94 MID CHANNEL °sue CATCH BASIN TYPE II ��, `� RIM-315.55 .", I.E. 310.95 12 CMP I.E. 310.35 18" C NV. I � 1 I.E. 310.97 12 C NE � I TF ® CATCH BASIN TYP I RIM-315.56 I I.E. 313.31 1 / go'_ I � �I �� > " ACCESSIBLE � weftayooau" O�PARKING SPACES �60 p - 8eR \ I I oO III / /\ � Oo" / HO„ 16,0" 10' FIRE - - - - - HYDRANT z 32 _ ro Z / F.H. IrA i01 OUTDOOR PLAZA / o JHOLE 2 �- '' \ ,. - / A\ rn M P S C ��oscPp\�� ,,, ;;,= /\ ® CATCH BASIN TYPE I \ 1 P S W �� �pE \\\ ===''% \ RIM - 31 1,71 \ :MR N 2 JJ \ d P NE N. % �\ P\ P h \\ I \ �E 6 1 CMP NW 5-° �� P 12 CMP SE \ TNC (TENANT IMPROVEMENT) \\ / HATCHED AREA REPRESENTS \ TENANT PREMISE AND WORK AREA THIS PERMIT \ (SECOND FLOOR) \ DRAIN MANHOLE ��\'- \\ SEE PLAN FOR T.I. \\ RIM 311.60 \ \ 07.60 12" CMP N 07.60 12" CMP S �' \ UNKNOWN VAULT \\ ASPHALT PARKING i ASPHALT\ DUMTER PAD CATCH BASIN TYPE I \ RIM-310.13 \\ I F � n-7 rl 1) 'I �" (` N A I) N I 7 north LEGAL DESCRIPTION VICINITY MAP LOT 34 OF WEST CAMPUS OFFICE PARK DIVISION 1, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 97 OF PLATS, PAGES 55 THROUGH �v 2;i 4 tn 58, INCLUSIVE, IN KING COUNTY WASHINGTON; EXCEPT THAT PORTION OF �3ytnr� SAID LOT 34 LYING SOUTHWESTERLY OF THE FOLLOWING DESCRIBED LINE: 4, COMMENCING AT THE SOUTHEAST CORNER OF LOT 34; `� -� t r,'� �i ;5� FufR r� r „ THENCE SOUTH 76„ 15 05 WEST 498.54 FEET TO THE TRUE POINT OF IT r' T3�9�.n P1 m BEGINNING; THENCE NORTH 27„ 11 14„ WEST 114.64 FEET TO THE 33u;n a: � jk1',a36ih Slimy .G .r--. 30 ��i TERMINUS OF SAID LINE. f _ �.t 4 (ALSO KNOWN AS LOT B OF LOT LINE ADJUSTMENT N0. 8802019 x .. •xF ry '. O to �;r h RECORDED MAY 9, 1988 UNDER RECORDING NUMBER 8805090973.) n �. u m• C 4 .1 fi n SITE{ Y �� LL - - PARCEL # 926500 0340 00 L1 �. :f r� Federal [ - - rr L`" 5 3 r. Gil 'E6- en n sy . � 63. SITE & BUILDING SHELL STATISTICS CODE: 2003 IBC, FEDERAL WAY ZONING CODE ZONE: OP CONSTRUCTION TYPE: II B SPRINKLED t� OCCUPANCY TYPE: B, OFFICE & S-2, OPEN PARKING GARAGE `NS SITE AREA = 131,357.68 S.F., 3.01 ACRES BUILDING AREA BLDG. = 25,495 S.F.; per FLOOR = 50,990 S.F. TOTAL PROJECT TEAM OVER 25,495 S.F. OPEN PARKING GARAGE (76,485 S.F. TOTAL) BUILDING OWNER: EDIFICE INVESTORS LLC PARKING SHOWN FOR BUILDING: 3059 SANDSTONE ROAD STANDARD @ 8'-6" & 9'-0" x 18'-0" 131 STALLS ALAMO, CA 94507 (310) 999-4646 COMPACT @ 8'-0" x 15'-0" MIN. (24%) 41 STALLS CONTACT: JOHN GILCHRIST ACCESSIBLE @ 8'-0" x 18'-0" MIN. w/ 25'-0" DRIVE 6 STALLS ARCHITECT/APPLICANT: LANCE MUELLER ASSOCIATES TOTAL 181 STALLS 130 LAKESIDE, SUITE #250 PARKING COVERED (P1 GARAGE LEVEL) 58 STALLS SEATTLE, WA. 98122 PARKING UNCOVERED (SITE PARKING) 123 STALLS (206) 325-2553 FAX (206) 328-0554 CONTACT: ED MINSHULL ALLOWABLE AREA/MIXED OCCUPANCY: B, S-2 & S-1 CONTRACTOR: DP INCORPORATED ALLOWABLE AREA FOR TYPE S-1 BUILDING (MOST 17,500 S.F. 19936 BALLINGER WAY NE RESTRICTIVE) (I.B.C. TABLE 503) SEATTLE, WA. 98155 (206) 361-2989 ALLOWABLE AREA INCREASE FOR FRONTAGE OR 13,125 S.F. CONTACT: VASIY "BILLY" SHADRIN YARD (I.B.C. 506.2) (75% FOR WIDTH GREATER THAT 30' ALL SIDES) ALLOWABLE AREA INCREASE FOR AUTOMATIC 35,000 S.F. SPRINKLERS (I.B.C. 506.3) (200% - MULTISTORY BUILDING) ALLOWABLE AREA (single floor): 65,625 S.F. ALLOWABLE MAXIMUM AREA FOR MULTI STORY BUILDING (3 STORY) (I.B.C. 506.4) (MULTIPLY BY 3) MAXIMUM ALLOWABLE AREA: 196,875 S.F. OCCUPANCY SEPARATION: BUILDING WILL UTILIZE NONSEPARATED USE PER I.B.C. SECTION 302.3.1 THROUGHOUT. TENANT IMPROVEMENT STATISTICS TENANT: TCN CODE: 2018 IBC, IFC, IPC, IMC, ICC/ANSI A117.1 OCCUPANCY: B OFFICE CONSTRUCTION TYPE: II-B FIRE SPRINKLED SITE ZONING: OP THERMAL PERFORMANCE: EXISTING INSULATED/CONDITIONED SPACE. TENANT AREA: OFFICE (FIRST FLOOR) 7,689 S.F. TOTAL TENANT AREA: 7,689 S.F. PROJECT NOTES 1. MECHANICAL SYSTEM IS DESIGN/BUILD UNDER SEPARATE PERMIT. PROJECT DESCRIPTION SYSTEM IS TO CONFORM TO REQUIREMENTS OF WASHINGTON STATE ENERGY CODE AND WASHINGTON STATE VENTILATION & INDOOR AIR QUALITY CODE TABLE 3-4. THIS SET OF PLANS FOR A 7,689 S.F. TENANT IMPROVEMENT FOR TCN, SUITE 2C. THIS PERMIT INCLUDES CHANGING A PREVIOUS SINGLE TENANT 2. ELECTRICAL SYSTEM IS DESIGN/BUILD UNDER SEPARATE PERMIT. FLOOR INTO A MULTI TENANT FLOOR. CONSTRUCT A NEW ENTRY, SYSTEM IS TO CONFORM TO REQUIREMENTS OF STATE ENERGY CODE. RECEPTION, WAITING AREA WITH NEW DRINKING FOUNTAINS, ADDING OFFICES, 2 TREATMENT ROOMS, A NEW BREAK ROOM COUNTER AND A PRESCRIBER 3. SPRINKLER SYSTEM IS DESIGN/BUILD UNDER SEPARATE PERMIT. SUPPORT ROOM. THE MAJORITY OF THE EXITING T.I. WILL REMAIN THE SAME. SYSTEM IS TO MEET REQUIREMENTS OF 2012 IBC SECTION 903, 2003 UFC, NFPA 13, 903.3.2 QUICK RESPONSE HEADS AND FEDERAL WAY DRAWING LEGEND FIRE MARSHAL. ,a, DOOR NUMBER III III EARTH DEFERRED SUBMITTALS A ELEVATION * FIRE SPRINKLER SYSTEM MODIFICATIONS AND PERMIT. a a GRAVEL/ROCK 1) INTERIOR A1.2 B SHEET ELEVATION C NUMBER * FIRE ALARM SYSTEMS AND PERMIT. CONCRETE DETAIL 2 DETAILS ASPHALT PAVING A1.2 SHEET NUMBER WOOD FRAMING AA SECTION BUILDING BLOCKING OR SHIM TA3.0 SHEET SECTIONS NUMBER FINISH WOOD � REVISIONS 0 A WALL TYPES GLASS (ELEVATION) ,----, SHEET INDEX 2 ENLARGED GLASS(SECTION) A1.2 PLANS /DETAILS GYPSUM WALL BOARD ARCHITECTURAL CAULKING/SEALANT TA1.0 SITE PLAN / COVER SHEET PLYWOOD COLUMNS OR CS1.0 CODE SUMMARY BRICK A GRID LINES D 1.1 DEMO PLANS TA2.0 SECOND FLOOR PLAN, DETAILS ACOUSTIC TILE * TA3.0 REFLECTED CEILING PLAN, DETAILS (OR) T TEMPERED GLASS TA4.0 BUILDING SECTION, WALL TYPES, INTERIOR ELEVATIONS RIGID INSULATION TA5.0 SCHEDULES AND FLOOR FINISH PLAN 52.50' / FINISH GRADE TA6.0 TYPICAL METAL STUD DETAILS BATT INSULATION METAL (50.00') EXISTING GRADE RECEIVED Apr 04 2023 N I N I � o z 0 a U J a_ a_ a c� L C W .00 M N 0 6 I C N : M n 3 t cV I d o N o W M 0 � it Z L,J U W0 W „z W � �Q U 3 W Q i_ (Y 0 W LD ZQ N � N u V4 cc V c 0 L � O O U) N ' O E cc = M > > O Q C�L cc �Z U LO -0 coL_ U Q Ln W W N - Ln Q N VI U 0 N a UJ N N w U J Q W W� Ld J • w J �Ln W W N Ld In � I . W W W C U UC-f I 0 w c) Z J Qo Z J Q J sheet Lj TA1 *0 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT