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20-102372-Site PlanD ID fl Ffn 1701 S 320th ST FEDERAL WAY, WA 98003 0 DOF0 WooD AINI[DO RID) DO0V D o [EB:) [) [N][E7 H zL A PE Mu7O D D AT IN C 0 3 GENERAL NOTES CODE ANALYSIS CONSULTANTS SHEET INDEX THE WORK DESCRIBED IN THESE PLANS SHALL COMPLY WITH THE 2015 EDITION OF THE INTERNATIONAL EXISTING; BUILDING CODE, INTERNATIONAL BUILDING CODE, INTERNATIONAL MECHANICAL, FIRE, UNIFORM PLUMBING CODES. AND THE WASHINGTON STATE ENERGY SBC EDITION: 2015 IBC EXISTING BUILDING CODE OWNER: ARCHITECT-. ��C�--�I��C�����; ELEC I fRICAL: CODE. OTHER APPLICABLE CODES: 2015 IBC FIRE CODE MGP XI COMMONS FW, LLC 2015 IBC MECHANICAL CODE 2015 IBC PLUMBING CODE 451 SW 146TH STREET, SUITE 202 DONAHOU DESIGN GROUP, ARCHITECTS L.L.C. 8383 158TH AVE. NE, SUITE 250 G-001 COVER SHEET ED.O ELECTRICAL SYMBOL AND LEGEND E1.0 FIRST FLOOR ELECTRICAL PLAN I. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND PROJECT SPECIFICATIONS. 2015 IBC ELECTRICAL CODE BURIEN, WA 98166 REDMOND, WA. 98052 CS-1.0 CODE SUMMARY E2.0 SECOND FLOOR ELECTRICAL PLAN 2. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS. IN THE EVENT OF CONFLICTS OR CHANGES BETWEEN DETAILS OR BETWEEN THE TYPE OF OCCUPANCY: M - MERCHANTILE (EXIST USE) TEL: (206) 439-2330 CONTACT. GREG PARSONS TEL: (425) 285-9992 EXT.106 CONTACT: JIM WIEBEN AD-I11 FIRST FLOOR DEMO PLAN E3.0 SITE LIGHTING PLAN E4.0 ELECTRICAL ONE -LINE DIAGRAM PLANS AND SPECIFICATIONS NOTIFY THE ARCHITECT IMMEDIATELY. gparsonsamerlonegeier.com EMAIL- jimweddgarchitects.com AD-112 SECOND FLOOR DEMO PLAN E5.0 ELECTRICAL SPECIFICATIONS 3. ALL DIMENSIONS ARE TO FACE OF CONCRETE, MASONRY, FACE OF FRAMING OR COLUMN CENTER LINES UNLESS NOTED OTHERWISE. TYPE OF CONSTRUCTION : TYPE 5-B, SPRINKLERED, WITH UNLIMITED AREA, (ORIGINAL CLASSIFICATION) BASIC ALLOWABLE HEIGHT t I I tI I � I * I � I S I �UC I Uf;RAL E GIIVEEfRI G: * � * I p * I I Ip CIVIL ENGINEERING / SURVEY: A-1016ITE PLAN E6.0 ELECTRICAL SPECIFICATIONS 4. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED WOOD OF ANY SPECIES AND MARKED BY AN AND BUILDING AREA: M = 3 STORY, 15 FT (SBC-TABLE 504.3/504.4) / 50,000 SF (SBC-TABLE 506.2) A3 = 3 STORY, 15 FT (SBC-TABLE 5043/504.4) / 38,000 SF (SBC-TABLE 506.2) 55F - SWENSON SAY FAGET 934 BROADWAY, SUITE 100 ESM CONSULTING ENGINEERS, LLC 33400 STH AVE S, SUITE 205 A-111 PARTIAL FIRST FLOOR PLAN A-112 PARTIAL FIRST FLOOR PLAN C I I � APPROVED TESTING AGENCY. TACOMA, WA 98402 FEDERAL WAY, WA 98003 A-113 PARTIAL SECOND FLOOR PLAN � : 5. PROVIDE (1) 2A-105C FIRE EXTINGUISHER (WALL MOUNTED), AT EACH EXIT AND ONE PER 3000 SQUARE FEET OF FLOOR AREA. TEL: (253) 264-9410 CONTACT. RYAN REIGHMAN TEL. (253) 838-6113 CONTACT. LAURA BARTENHAGEN A-114 PARTIAL SECOND FLOOR PLAN 4 WALL TYPES C-101 EXISTING CONDITIONS AND DEMOLITION PLAN A-115 STAIR ENLARGED PLANS 4 DETAILS C-201 TESC AND GRADING PLAN MAXIMUM TRAVEL DISTANCE SHALL BE 15 FEET TO AN EXTINGUISHER. T.O. CABINET a 60" A.F.F. MAX. rreichman-ass fengineers.com EMAIL. laura.bartenhagenaesmcivil.com A-119 DOOR AND WINDOW SCHEDULE C-202 TESC AND GRADING PLAN 6. PROVIDE FIRE ALARM AND DETECTION SYSTEMS AS REQUIRED BY THE FIRE MARSHAL OF THE JURISDICTION HAVING AUTHORITY. BUILDING AREA = 155,658 SF MEC;H ANIC;AL / ELECTRIC;AL / FLUM5ING: FIRE 5 RINKLER ENGINEER: A-120 PARTIAL 15T FLR REFLECTED CEILING PLAN FLR REFLECTEDLP 55-1 GREASE INTERCEPTOR PLAN C-203 SITE AND UTILITY PLAN 1. ALL DECORATIVE MATERIALS ARE REQUIRED TO BE MAINTAINED IN A FLAME-RETARDANT CONDITION. POST "NO SMOKING" SIGNS IN NOTE: NO PLUMBING FIXTURES IN THIS PHASE. THE PLUMBING REQUIREMENTS WILL HENDERSON ENGINEERS EMERALD FIRE, LLC A-122 PART ALR DLFLR REFLECTED CEIL NG15T AIPLAN A-123PARTIAL 2ND FLR REFLECTED CEILING PLAN ACCORDANCE WITH THE STATE OF WASHINGTON CLEAN INDOOR AIR ACT H.B. 62. BE EVALUATED WHEN TENANTS ARE KNOWN THEIR USE SPECIFIC TI PERMITS ARE 8345 LENEXA DRIVE SUITE 300 11020 WA-302 A-130 PARTIAL ROOF PLAN CIVIL: APPLICATIONS ARE SUBMITTED. LENEXA, KS 66214 GIG HARBOR, WA 98329 A-131 PARTIAL ROOF PLAN 8. NO BUILDING OR PORTION OF A BUILDING SHALL BE OCCUPIED OR USED FOR STORAGE PRIOR TO THE ISSUANCE OF THE TEL: (913) 742-5000 TEL: (253) 851-2056 A-201 EXTERIOR ELEVATIONS IR-101 IRRIGATION PLAN CERTIFICATE OF OCCUPANCY. "NO EXCEPTIONS". APPROVAL FOR OCCUPANCY IS ONLY GRANTED AFTER THE ACCEPTANCE BY WALL PROTECTION PER CONSTRUCTION TYPE 5-5: (IBC -TABLE 601): CONTACT. ROBERT HARRIS CONTACT. KEITH HILLSTROM A-301 BUILDING SECTIONS IR-102 IRRIGATION NOTES PUBLIC WORKS, PLANNING, FIRE MARSHAL, AND BUILDING OFFICIAL. STRUCTURAL FRAMES: NO FIRE RATING REQUIRED Robert.Harrisahendersonengineers.com Keithhsemera16fire IIc.com A-401 WALL SECTIONS IR-103 IRRIGATION NOTES EXTERIOR BEARING WALLS: NO FIRE RATING REQUIRED A-402 WALL SECTIONS L-101 PLANTING PLAN 9. PROVIDE BUILDING ADDRESS ON EXTERIOR FACE OF BUILDINGS FIELD LOCATED AS APPROVED BY THE FIRE MARSHAL BUILDING INTERIOR BEARING WALLS: NO FIRE RATING REQUIRED TECHNOLOGY 4 UTILITY ENGINEER: A-403 WALL SECTIONS L-102 PLANTING NOTES AND DETAILS AND FIRE INSPECTORS. LETTERS AND/OR NUMERALS TO BE 12" HIGH MINIMUM. SYMBOLS SHALL BE OF HIGH DENSITY STYROFOAM EXTERIOR NON BEARING WALLS 4 PARTITIONS: NO FIRE RATING REQUIRED A-404 WALL SECTIONS OR PLASTIC WITH METALLIC OR LAMINATE FACE. INTERIOR NON BEARING WALLS 4 PARTITIONS- NO FIRE RATING REQUIRED RODUIN CONSULTING GROUP, LLC A-405 WALL SECTIONS 10. THE GENERAL CONTRACTOR SHALL OBTAIN SEPARATE PERMITS THAT ARE REQUIRED FOR PLUMBING, MECHANICAL, ELECTRICAL, FLOOR CONSTRUCTION NO FIRE RATING REQUIRED ROOF CONSTRUCTION NO FIRE RATING REQUIRED 42 N. LYTER AVENUE PORT TOWNSEND, WA 98368 A-40(o WALL SECTIONS A-501 DETAILS UNDERGROUND OR ABOVE GROUND STORAGE TANKS, AND DEMOLITION. WALL 4 OPENING PROTECTION PER SEPARATION: (IBC TABLES 602) TEL: (425) 985-9280 CONTACT: ROD RODUIN A-502 DETAILS 11. THE CONTRACTOR SHALL CALL IN ALL INSPECTION REQUESTS AT LEAST 24 HOURS PRIOR THE DESIRED INSPECT. NORTH WALL 30'-0"+ NO FIRE RATING REQUIRED rodaroduin.com SOUTH WALL 30 -0 + NO FIRE RATING REQUIRED 2-HOUR FIRE BARRIER S fRUC UfRAL -. 12. ALL REQUESTED CHANGES TO THE APPROVED PLANS SHALL BE PREPARED BY THE PROJECT ARCHITECT AND SUBMITTED TO THE EAST WALL ZERO It It BUILDING OFFICIAL FOR APPROVAL. COPIES OF SUCH APPROVALS SHALL BE ON THE JOB SITE PRIOR TO COMMENCEMENT OF WORK. WEST WALL 30'-0"+ NO FIRE RATING REQUIRED 5101 GENERAL STRUCTURAL NOTES CHANGES INCLUDE BUT NOT NECESSARILY LIMITED TO: PROPANE TANKS, ADDITIONAL OPENINGS IN WALLS, EXTERIOR BUILDING 51 2 GENERAL STRUCTURAL NOTES MATERIALS, FENCE LOCATIONS, RETAINING WALLS, ROCKERIES, LANDSCAPING, PARKING LOTS, LOADING DOCKS, ETC. 51. .02 SHEARWALL SCHEDULE 4 DETAILS 13, "ALL DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD WHO SHALL REVIEW THEM 51.03 SECTIONS AND DETAILS 51.04 DETAILS AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A LETTER INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE 51.05 LGMF DETAILS BEEN REVIEWED AND HAVE BEEN FOUND IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING." IBC SECTION 107.3.4.1 51.06 CMU DETAILS 14. NOTE: AT THE TIME OF FINAL INSPECTION, HVAC SYSTEM SHALL BE BALANCED SHOWING THAT IT MEETS THE CURRENT WASHINGTON STATE ENERGY CODE. IN ADDITION A PRELIMINARY COMMISSIONING REPORT BE SUBMITTED TO THE BUILDING OFFICIAL FORPROJECT DATA VICINITY MAP 5201A FOUNDATION PLAN 52015 FOUNDATION PLAN 5202A SECOND FLOOR FRAMING APPROVAL. PLAN 62025 SECOND FLOOR FRAMING PLAN 15, ALL REQUIRED HVAC SMOKE DETECTORS SHALL REPORT TO THE TROUBLE SIDE OF THE FIRE ALARM PANEL ONLY. 6203A ROOF FRAMING PLAN 62035 ROOF FRAMING PLAN SITE AREA 506,918 SQ FT ± / S.Sro ACRES ± . " ;� `!' r ,,� �cx� . 16. ANY SIGNAGE REQUIRES OWNER APPROVAL, PERMIT APPLICATION AND CITY APPROVALS.' ZONING CITY CENTER GORE (GC-G) k� :As � - _ 1 ° t,,,='�,� • '� . �, 5501 FRAMING DETAILS 5502 FRAMING 11. BURNING OR BURIAL OF WASTE CONSTRUCTION MATERIALS IS PROHIBITED AT ALL TIMES. BUILDING GROSS AREA 160,544 SF P �ii 'Iit °• wz - DETAILS 15, STORAGE OF EQUIPMENT, SOILS, CONSTRUCTION MATERIALS IN THE PUBLIC RIGHT-OF-WAY (STREETS/SIDEWALKS) OR EASEMENT IS EXPRESSLY PROHIBITED. PARKING STANDARD STALLS: 841 • + #� � �- tea' w _�3 ; '" " - MECHANICAL le. SPECIAL INSPECTORS SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO CONSTRUCTION. HANDICAP STALLS: I1 ELECTRIC CHARGING STALLS: 2 � .. ° �.I I .`-` TOTAL STALLS: 854 S 4 •;rs'�"i "tea' f.sare .r,�"„�, `, :` ;,, _,i �. N y . I 4 1 Ml.m MECHANICAL PLAN 20. AT BUILDING ENVELOPE WHERE INSULATION IS INDICATED ON PLANS, SECTIONS AND DETAILS, PROVIDE A VAPOR BARRIER AT - "a° •' ° "� ' M r -� •� '" " '' M2.0 MECHANICAL PLAN M3.0 MECHANICAL SCHEDULES WARM FACE OF INSULATION WITH A FLAME SPREAD OF 25 OR LESS. BUILDING HEIGHT (STORIES / FT.) TWO STORY /39'-10" ABOVE FIN. GRADE (MAX.) .ti ,�' . , ' . -` ' ' , a ; ." �' } ''= :; , ° I M4.0 MECHANICAL DETAILS 21, GROUND FLOOR FINISH FLOOR REFERENCE DATUM EQUALS (0 ,0 ). REFER TO TOPOGRAPHIC SURVEY FOR ACTUAL SITE ELEVATION. ' F .; e- d,a a=m , b r-1 " �' t tl � " �.�., ,�„ 1; y ° �� � ,.. M5.0 MECHANICAL SPECIFICATIONS 22, THE JOB SUPERINTENDENT SHALL MAINTAIN AT THE JOB SHACK A LIST OF THE CERTIFIED WELDERS PERFORMING WORK ON THE JOB r. p _nil i�ROJEC� SIDE RLUM5 ING SITE AND A COPY OF THEIR CERTIFICATIONS. INCLUDED ON THE LIST WILL BE THE NAMES, DATE OF EXPIRATION OF `�a� ` '� CERTIFICATIONS, AND THE TYPE OF WELDING THE INDIVIDUAL IS QUALIFIED TO PERFORM. �= .'�' *' - P0.0 PLUMBING NOTES AND LEGEND 23. THE JOB SUPERINTENDENT SHALL MAINTAIN AT THE JOB SHACK A LIST OF THE 'SPECIAL INSPECTORS' CONDUCTING INSPECTIONS ON "' _ ` * r A;i ^ P' + � P1.0 FIRST FLOOR PLUMBING PLAN �.,�.�r • , � - ,. ��. r a. , (��� P2.0 SECOND FLOOR PLUMBING PLAN THE PROJECT. THE LIST SHALL INDICATE THE NAME OF THE INSPECTOR, DATES 4 TIMES PRESENT ON THE JOB SITE, AND TYPES OF _,. •,-:,_; i P3.0 PLUMBING ROOF PLAN INSPECTIONS BEING CONDUCTED. - 11 ' ; ,,t �' r- P3.0 PLUMBING SPECIFICATIONS P31 PLUMBING SPECIFICATIONS 24, THE FINAL SIGNED REPORT FROM THE TESTING LAB SHALL BE RECEIVED BY THE BUILDING OFFICIAL PRIOR TO FINAL INSPECTIONS FOR OCCUPANCY. -I•x•1�*ill rR .fy . Y Q t • 25. AS -BUILT DRAWINGS WILL BE REQUIRED PRIOR TO FINAL INSPECTION AND APPROVAL, 26. THE CONTRACTOR SHALL COMPLY WITH THE FIVE SAFETY REQUIREMENTS OF CHAPTER 33 OF THE INTERNATIONAL FIRE CODE (IFG), INCLUDING BUT NOT LIMITED TO THE FOLLOWING. AN APPROVED WATER SUPPLY FOR FIRE PROTECTION, EITHER TEMPORARY OR PERMANENT, SHALL BE MADE AVAILABLE AS SOON AS COMBUSTIBLE MATERIAL ARRIVES ON SITE. IN ADDITION APPROVED VEHICLE ACCESS SHALL BE PROVIDED TO ALL CONSTRUCTION OR DEMOLITION SITES. ACCESS SHALL BE TO WITHIN 100 FEET OF TEMPORARY OR PERMANENT FIRE DEPARTMENT CONNECTORS. LEGAL DESCRIPTION ABBREVIATIONS GRAPHIC SYMBOLS 21. ANY SPECIAL INSPECTION REQUIRED BY THE CONSTRUCTION DOCUMENTS, OR BY THE BUILDING OFFICIAL, OR BY THE IBC, IS THE RESPONSIBILITY OF THE CONTRACTOR/ OWNER. AS PER SECTION 1104 OF THE 2015 IBC. 4 AND EQ. EQUAL O.C. ON CENTER. 28, FIREBLOCKING, DRAFTSTOPPING AND PENETRATION PROTECTION SHALL BE PROVIDED, BOTH VERTICAL AND HORIZONTAL TO FORM TAX PARCEL NUMBERS L ANGLE EQUIP. EQUIPMENT a AT EXIST. EXISTING O/ OVER OFF. OPPOSITE BUILDING SECTION O� NORTH ARROW A CONTINUOUS AIR BARRIER BETWEEN TENANTS. COMPLETED BARRIERS BETWEEN TENANTS SHALL RESTRICT OR PREVENT THE 16 22400015 (t CENTERLINE EXPO. EXPOSED A SECTION IDENTIFICATION �p PASSAGE OF AIR MOVEMENT THROUGHOUT THE BUILDING. DIAMETER OR EXT. EXTERIOR PL. PLATE U �l D 29. CONTRACTOR SHALL COMPLY WITH LOCAL SALVAGE ASSESSMENT REGULATIONS AND PROVIDE WASTE DIVERSION PLAN PROPERTY DESCRIPTION ROUND F.O.I.C. FURNISHED BY OWNER L PERPENDICULAR INSTALLED BY CONTR. PLYWD. PLYWOOD P.P. POWER POLE A-I11 LOCATED ON SHEET... DOCUMENTATION AS REQUIRED BY THE PERMIT APPLICATION. THAT PORTION OF LOT 1, SEA TAC MALL, AS PER PLAT RECORDED IN VOLUME 91 OF PLATS, PAGES 39 THROUGH 42, MORE PARTICULARLY DESCRIBED AS FOLLOWS. M POUND OR NUMBER F.D. FLOOR DRAIN A.B. ANCHOR BOLT F.E. FIRE EXTING- UISHER PLAM PLASTIC LAMINATE WALL SECTION ELEVATION MARKER DEFERRED SUBMITTALS ACOUS. ACOUSTICAL AFF. ABOVE FINISH FLR, F.H. FIRE HYDRANT R. RADIUS OR RISER RD. ROOF DRAIN < SECTION IDENTIFICATION BEGINNING AT THE NORTHEAST CORNER OF THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 21 NORTH, RANGE 4 AGGR AGGREGATE FIN. FINISH REC. RECOMMENDED B EAST, WILLIAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON. ALUM. ALUMINUM FLASH. FLASHING ANOD. ANODIZED FLR FLOOR REF. REFERENCE REINF. REINFORCED A-111 LOCATED ON SHEET.. FINISH GRADE ELEVATION EfFIRE SUPPRESSION PLANS 4 CALCULATIONS THENCE ALONG THE NORTH LINE OF LAST SAID SUBDIVISION, NORTH 05*16'31" WEST 1951.16 FEET. APPROX. APPROXIMATE FLUOR FLUORESCENT REQ'D, REQUIRED \a C'BUILDING PROTECTION ARCH. ARCHITECTURAL FOUND. FOUNDATION RM. ROOM DETAIL ❑ GREASE HOOD ❑ OTHER SPECIAL PROTECTION THENCE SOUTH 01°13'23" WEST 50.00 FEET TO THE SOUTH LINE OF SOUTH 320TP STREET (P.S.H. NO.5) RIGHT OF WAY, SAID LINE DEFINED IN KING COUNTY RECORDING NOS. 2126464, 2126405 AND 2146162, BEING THE TRUE POINT OF ASPH. ASPHALT FRM'G. FRAMING FT. FOOT OR FEET FTG. FOOTING S. SOUTH 2 DETAIL IDENTIFICATION TOP OF CURB BEGINNING. BD. BOARD S.C. SOLID CORE \� FURR FURRING SCHED. SCHEDULE A-501 ❑ PLUMBING PLANS BLDG. BUILDING < LOCATED ON SHEET CTFIRE ALARM SYSTEM PLANS AND CALCULATIONS THENCE SOUTH 01°42'29" WEST 400.00 FEET ALONG A LINE WHICH IS 90°00'OO" TO THE SOUTH LINE OF SAID SOUTH BLK BLOCK GA. GAUGE SHT. SHEET ❑ MECHANICAL PLANS 4 CALCULATIONS (INCLUDING ANY REQUIRED FIRE/SMOKE DAMPERS) 320TH STREET TO A POINT. BLK'G. BLOCKING GALV. GALVANIZED BM. BEAM G.C. GENERAL CONTRACTOR SHT'G. SHEATHING SIM. SIMILAR TOP OF PAVEMENT ElENERGY GODS PLAN REVIEW THENCE NORTH 88°16'31" WEST 14.00 FEET ALONG A LINE WHICH IS PARALLEL TO SAID NORTH LINE OF SECTION 16 BOTTOM GL. GLASS SPEC. SPECIFICATIONS INTERIOR ELEVATIONBOT. ❑ MECHANICAL TO A POINT. B.U.R BUILT UP ROOF GND. GROUND SQ. SQUARE ELEVATION IDENTIFICATION El LIGHTING GR GRADE STD. STANDARD B CENTER LINE El FIRE RATED ASSEMBLIES: THENCE SOUTH 01°43'29" WEST 524.32 FEET ALONG A LINE WHICH IS 130°0'00" TO THE SOUTH LINE OF SAID SOUTH CAB. CABINET GP. GROUP STL. STEEL A-111 LOCATED ON SHEET 320TH STREET TO A POINT. C.B. CATCH BASIN G.W$. GYPSUM WALL STOR STORAGE ❑ DOORS AND FRAMES GEM. CEMENT BOARD STRUC. STRUCTURAL - - - - - - PROPERTY LINE ❑ WINDOWS AND FRAMES THENCE NORTH 88°16'31" WEST 500.96 FEET ALONG A LINE WHICH IS PARALLEL TO SAID NORTH LINE OF SECTION 16 CH. CHANNEL GYP. GYPSUM SUSP. SUSPENDED ROOM SYMBOL ❑ WALLS TO A POINT ON THE EAST LINE OF PACIFIC HIGHWAY (16T1H AVENUE SOUTH) RIGHT-OF-WAY AS DEFINED BY MAP AND G.J. CONTROL JOINT 5.4 V. STAIN AND VARNISH OFFICE <ROOM NAME PROFILE BEARING APPROVAL DATE OF MAY 25, 1913 AND AS REFERENCED UNDER KING COUNTY RECORDING CLG. CEILING HDWR HARDWARE SVC. SERVICE ❑ FLOOR/CEILINGS NUMBER 1115233. CLR CLEAR HDCP. HANDICAP SYM. SYMMETRICAL ROOM NUMBER 101 ElROOF/CEILINGS El SHAFTS THENCE ALONG SAID EAST LINE NORTH 01°12'15" EAST 516.90 FEET TO THE SOUTHERLY LIMIT OF A SECTION OF EXTRA WIDTH HIGHWAY RIGHT-OF-WAY AS RECORDED SEPTEMBER 11, 1941 UNDER KING COUNTY RECORDING C.O. CLEAN OUT HDWD. HARDWOOD COL. COLUMN H$. HOSE BIBS S/lll SIDEWALK /� ROOM MATERIAL CODES I A2 > CENTER LINE OF STREAM El OTHER PENETRATION PROTECTION CONC. CONCRETE H.C. HOLLOW CORE T. TREAD 1st No FLOOR/BASE C�TENANT IMPROVMENT PLANS FOR ALL SUITES NUMBER 3122661, CONN. CONNECTION H.M. HOLLOW METAL CONSTR. CONSTRUCTION HORIZ. HORIZONTAL TG. TOP OF CURB TEL. TELEPHONE 2nd No WALLS/WAINSCOT i II 9 - � 3rd No CEILING NEW CONTOUR ❑ OTHER: THENCE ALONG THE SOUTHERLY LINE OF SAID RIGHT OF WAY SOUTH 88°41'45" EAST 15.00 FEET. CONT. CONTINUOUS HR HOUR TA G. TONGUE AND GROOVE CEILING HEIGHT it CWASTE DIVERSION PLAN THENCE ALONG THE EASTERLY LINE OF SAID RIGHT OF WAY NORTH 01°12'15" EAST 229.33 FEET, G.T. CERAMIC TILE HT. HEIGHT CTR CENTER THK THICK T.O.P. TOP OF PLATE 950 SQFt. SQUARE FOOTAGE CTSK COUNTER SUNK INST. INSTALLATION T.P. TOP OF PAVEMENT EXISTING CONTOUR THENCE PARALLEL TO THE NORTH LINE OF LAST SAID SUBDIVISION SOUTH 88°16'31" EAST 118.36 FEET, INSUL. INSULATION T1U. TOP OF WALL GRID MARKERS THENCE PARALLEL TO THE CENTERLINE OF PACIFIC HIGHWAY AS DEFINED BY MAP AND PROFILE BEARING DBL. DOUBLE INT. INTERIOR DEPT. DEPARTMENT TYP. TYPICAL A LETTERS IN ONE DIRECTION APPROVAL DATE OF MAY 25, 1913, NORTH 01°12'15" EAST 110.00 FEET TO THE SOUTH LINE OF SOUTH 320TH STREET DET. DETAIL LAM. LAMINATED U$.C. UNIFORM BUILDING REVISION CLOUD (P.S.IH. NO. 5) RIGHT OF WAY AS PREVIOUSLY DEFINED (THE NORTHERLY EXTENSION OF LAST SAID COURSE WOULD DIA. DIAMETER LB. POUND CODE NUMBERS IN THE OTHER INTERSECT THE NORTH LINE SAID NORTHWEST QUARTER, 240.65 FEET EASTERLY OF ITS NORTHWEST CORNER AS DIM. DIMENSION LOC. LOCATION UNF. UNFINISHED j 2 IDENTIFYING NUMBER MEASURED ALONG ITS NORTH LINE. DN. DOWN U.O.N. UNLESS OTHERWISE DR DOOR MATL. MATERIAL NOTED THENCE ALONG SAID SOUTH RIGHT OF WAY SOUTH aVlro'31 EAST 410.00 FEET TO THE TRUE POINT OF BEGINNING. D.S. DOWNSPOUT MAX. MAXIMUM DOOR SYMBOL DWG. DRAWING MFR MANUFACTURER VERT. VERTICAL EXCEPT THAT PORTION THEREOF CONVEYED TO THE CITY OF FEDERAL WAY FOR RIGHT OF WAY PURPOSES BY M.N. MANHOLE <DOOR NUMBER MATCH LINE DEE RECORDED MAY 11, 2000 UNDER RECORDING NUMBER 20000511000220, E. EAST MECH. MECHANICAL W. WEST �3 g< DOOR TYPE EA. EACH MIN. MINIMUM W/ WITH SHADED PORTION IS THE AND EXCEPT THAT PORTION THEREOF TAKEN BY THE CITY OF FEDERAL WAY FOR RIGHT OF WAY PURPOSES BY E.IFS. EXTERIOR INSULATION MISC. MISCELLANEOUS WD. WOOD UJALL SYMBOL SIDE CONSIDERED DECREE OF APPROPRIATION IN KING COUNTY SUPERIOR COURT CAUSE NO, 01-2-29451-3 KNT, ENTERED MARCH 21, FINISH SYSTEM MTD. MOUNTED WDW. WINDOW B 2002 AND RECORDED APRIL 3, 2002 UNDER RECORDING NO. 20020403002613, E.J. EXPANSION JOINT MTL. METAL W/O WITHOUT -WALL IDENTIFICATION EL. ELEVATION W.P. WATERPROOF ELEC. ELECTRICAL N. NORTH W.R. WATER RESISTANT WINDOW SYMBOL CONCRETE SYMBOL ELEV. ELEVATOR N.I.C. NOT IN CONTRACT ENCL. ENCLOSURE NO. NUMBER WSCT. WAINSCOT WT. WEIGHT A< WINDOW IDENTIFICATION < CONCRETE PANEL E.P. ELECTRICAL PANEL N.T.S. NOT TO SCALE IDENTIFICATION Donahou Design Group 8383 158th AVE NE SUITE 250 REDMOND, WA 98052 425.285.9992 ddgarchitects.com EGISTERED CRCKTEGT DLN)"kHOU OF W.4iINNGTON 0 Q u Q 0 z 0 w F a � 0 z w A o � m Ljj Q o � N Q 0 w z 0 o z I m Cl1 r 1 O w z w o °_ �� Qe 0e0 E C c) d N Z O U_ VJ J Z W Q Q O D U Lu �(3) 00 O 0 Lu U) < o LLJ O Z LL ' M Q O Z U)3: � O of Q U '� LL1 �D/ L.L U) O� 0 Z LU LU LL ZO J � O U Z O 0 U M) W DRAWING CONTENTS: COVER SHEET G-001 01 ACCESS 151 L I TY NOTES: ACCESSIBILITY NOTES. THIS PROJECT SHALL COMPLY WITH THE ICC/ANSI 411-1.1-200e AND THE IBC CODE 2015 WHICHEVER Is MORE RESTRICTIVE. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE CODE EVEN IF NOT SPECIFICALLY DETAILED IN THE CONSTRUCTION DOCUMENTS. NOTE THAT NOT ALL ELEMENTS SHOWN ON THIS ACCESSIBILITY SHEET EXIST IN THE SCOPE OF WORK FOR THIS PROJECT. THIS SHEET IS INTENDED TO SERVE AS A GUIDE FOR THIS WORK AND FUTURE TENANT WORK DONE UNDER SEPARATE PERMIT. I. FLOOR SURFACES SHALL BE STABLE, FIRM AND SLIP RESISTANT. 2. OPENINGS IN THE FLOOR SURFACES SHALL BE OF A SIZE THAT DOES NOT PERMIT THE PASSAGE OF A 1/2" DIAMETER SPHERE UNLESS SPECIFICALLY ALLOWED AND NOTED WITH THE ENCLOSED DETAILS. ELONGATED OPENINGS SHALL BE PLACED 50 THAT THE LONG DIMENSIONS Is PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL. 3. LEVEL CHANGES: 3.1. CHANGES IN LEVEL OF 1/4" MAX SHALL BE PERMITTED TO BE VERTICAL. 3.2. CHANGES IN LEVEL GREATER THAN 1/4" AND NOT MORE THAN 1/2" SHALL BE BEVELED WITH A SLOPE NO STEEPER THAN 1:2. (RISE:RUN). 3.3. CHANGES IN LEVEL GREATER THAN 1/2" SHALL BE RAMPED AND SUBJECT TO CHAPTER 1010. 3.4. CARPET OR CARPET TILE SHALL BE SECURELY ATTACHED AND SHALL HAVE A FIRM CUSHION, PAD OR BACKING OR NO CUSHION OR PAD. CARPET OR CARPET TILE SHALL HAVE A LEVEL LOOP, TEXTURED LOOP, LEVEL CUT PILE OR LEVEL/UNCUT PILE TEXTURE. THE PILE SHALL BE 1/2" MAX IN HEIGHT. EXPOSED EDGES OF CARPET SHALL BE FASTENED TO THE FLOOR AND SHALL HAVE TRIM ALONG THE ENTIRE LENGTH OF THE EDGE. 4. CLEAR FLOOR SPACE: 4. 1. FLOOR SURFACES OF A CLEAR FLOOR SPACE SHALL HAVE A SLOPE NO STEEPER THAN 1:48. 4.2. UNLESS OTHERWISE NOTED, CLEAR FLOOR SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE REQUIRED BY CODE. 4.3. UNLESS OTHERWISE NOTED, THE CLEAR FLOOR SPACE SHALL BE POSITIONED FOR EITHER FORWARD OR PARALLEL APPROACH TO AN ELEMENT. 5. ACCESSIBLE ROUTES: 5.1. ACCESSIBLE ROUTES WILL INCLUDE WALKING SURFACES WITH A SLOPE NO STEEPER THAN 1.-20, DOORS/DOORWAYS, RAMPS, CURB RAMPS, ELEVATORS 4 PLATFORM LIFTS. 5. 2. ACCESSIBLE ROUTES SHALL NOT INCLUDE REVOLVING DOORS, REVOLVING GATES OR TURNSTILES. 5.3. THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:20 WITH A MAX CROSS SLOPE OF 1:48 (2 %), SLOPES STEEPER THAN 1:20 SHALL COMPLY WITH THE CODE REQUIREMENTS FOR RAMPS REFERENCE SECTION 1010. 5. 4, AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN 60" SHALL PROVIDE PASSING SPACES AT INTERVALS OF 200' MAX. THE PASSING SPACE SHALL BE 60" X 60" MIN OR WHERE THERE Is AN INTERSECTION BETWEEN TWO WALKING SURFACES THAT PROVIDE A T-SHAPED TURNING SPACE PROVIDED THAT BASE AND ARMS OF THE T-SHAPED SPACE EXTEND 48" MIN BEYOND THE INTERSECTION. 6. OPERABLE ELEMENTS: 6. 1. CLEAR FLOOR SPACE SHALL COMPLY WITH CODE REQUIREMENTS. 6. 2. OPERABLE ELEMENTS SHALL BE PLACED WITHIN ONE OR MORE OF THE REACH RANGE REQUIREMENTS. 6. 3. OPERABLE ELEMENTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. 6. 4. THE FORCE REQUIRED TO ACTIVATE OPERABLE ELEMENTS SHALL BE 5.0 POUNDS MAX. 1. DOOR HARDWARE: -1. I. IF PROVIDED, THRESHOLDS AT DOORWAYS SHALL BE 1/2" MAX IN HEIGHT. RAISED THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH FLOORS, SURFACE AND LEVEL CHANGE REQUIREMENTS. THIS REQUIREMENT SHALL NOT APPLY TO EXISTING OR ALTERED THRESHOLDS 3/4" MAX IN HEIGHT WITH A BEVELED EDGE SIDE WITH A MAX SLOPE OF 1:2 FOR THE HEIGHT EXCEEDING 1/4" -1. 2. OPERABLE ELEMENTS ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT Is EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST TO OPERATE. -1. 3. OPERABLE ELEMENTS SHALL BE MOUNTED 34" MIN TO 38" MAX ABOVE FINISH FLOOR. -1. 4. OPERATING HARDWARE FOR SLIDING DOORS SHALL BE EXPOSED AND USABLE FROM BOTH SIDES WHEN THE DOOR IS FULLY OPEN. -1. 5. LOCKS USED ONLY FOR SECURITY AND NOT USED FOR NORMAL OPERATION ARE PERMITTED IN ANY LOCATION. -1. 6. DOOR CLOSER SHALL BE ADJUSTED TO THAT FROM AN OPEN 90 DEGREE POSITION, THE TIME REQUIRED TO MOVE A DOOR TO AN OPEN POSITION OF 12 DEGREES SHALL BE 5 SECONDS. -1. 1. DOOR SPRING HINGES SHALL BE ADJUSTED 50 THAT FROM AN OPEN -10 DEGREE POSITION, THE DOOR SHALL MOVE TO THE CLOSED POSITION IN 1.5 SECONDS. -1. 8. FIRE DOORS SHALL HAVE A MIN OPENING FORCE PER THE APPROPRIATE ADMINISTRATING AUTHORITY. THE FORCE FOR PUSHING PULLING OR SLIDING OPEN OTHER DOORS SHALL BE 5.0 POUNDS MAX. THIS DOES NOT APPLY TO FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR IN A CLOSED POSITION. 8. HANDRAILS 4 GRAB BARS: 0.1. HANDRAILS, GRAB BARS AND ADJACENT SURFACES SHALL BE FREE OF SHARP OR ABRASIVE CONDITIONS. EDGES SHALL BE ROUNDED. 0.2. HANDRAILS 4 GRAB BARS SHALL NOT ROTATE IN THEIR FITTINGS. W6EC COMPLIANCE INFORMATION I. TENANT OCCUPANCY CLASSIFICATIONS WILL BE SUBMITTED FOR CONSIDERATION W./ TENANT IMPROVEMENT PERMIT APPLICATION. 2. CONTRACTOR SHALL ENSURE THAT INSULATION CARRIES AN IDENTIFICATION MARK THAT Is READY VISIBLE AT THE TIME OF INSPECTION. 3. FENESTRATION PRODUCTS SHALL BE LABELED WITH U-FACTOR, SHGC, VT AND AIR LEAKAGE RATING. REFERENCE THE PROJECT MANUAL FOR PRODUCT SPECIFICATION REQUIREMENTS FOR GLAZING, ALUMINUM STOREFRONT, ENTRANCES AND DOOR PRODUCTS. 4. REFERENCE THE WALL, ROOF AND SLAB DETAILS FOR TYPES OF INSULATION AND REQUIRED R OR U VALUES OF MATERIALS USED ON THE PROJECT. REFERENCE THE PROJECT MANUAL FOR REQUIRED ATTRIBUTES OF THE MATERIALS USED. 5. MULTIPLE LAYERS OF INSULATION SHALL BE STAGGERED ACCORDING TO MANUFACTURERS RECOMMENDATIONS. NOTE: TAPERED ROOF INSULATION USED ON THE PROJECT IS PROVIDED IN EXCESS OF THE U VALUE NOTED IN THE DOCUMENTS. 6. ALL LIGHT FIXTURES LOCATED WITHIN DAYLIGHTING ZONES SHALL BE PROVIDED WITH DAYLIGHT RESPONSIVE CONTROL PER WSEC SECTION 405.2.4.1. REFERENCE THE FIXTURE SCHEDULE AND FUTURE TENANT IMPROVEMENT DOCUMENTS FOR THE METHOD OF CONTROL. -1. REFERENCE SHEET C6-1 FOR ANALYSIS OF SKYLIGHT REQUIREMENT PROVISIONS IN BUILDINGS OR PORTIONS OF BUILDINGS. 8. REFERENCE SHEET C6-1 FOR DETERMINATION OF SKYLIGHTING REQUIREMENTS IN SPACES NOT QUALIFYING FOR AN EXEMPTION BASED ON WSEC CRITERIA. g. PROJECT AIR BARRIER TESTING SHALL BE COMPLETED IN ALL ACCORDANCE WITH ASTM E 779. 1. SUBMIT AIR BARRIER TEST REPORT TO JURISDICTION UPON COMPLETION. 2. IF TEST RESULTS EXCEED 0.4 CFM/ SF AT 0.3 IN. WG, INSPECT AND SEAL SOURCES OF LEAKAGE. 3. SUBMIT A FOLLOW-UP REPORT NOTING THE CORRECTIVE MEASURES TAKEN. 4. INCLUDE AIR BARRIER TEST REPORT IN COMPLIANCE DOCUMENTATION PROVIDED TO THE OWNER. CS NOTES: SEE SHEET SI FOR STRUCTURAL NOTES RELATED TO DESIGN LOADS AND MATERIAL SPECIFICATIONS. SEE SHEET 51 FOR SPECIAL INSPECTION REQUIREMENTS. NEW AND EXISTING FINISHES SHALL BE CLASS C RATED (MIN) -FLAME SPREAD RATING 10 - 200 -SMOKE GENERATED 0 - 450 NEW THERMALLY BROKEN ALUMINUM STOREFRONT SYSTEM WITH 1" GLAZING. SEE WINDOW SCHEDULE FOR GLASS SPECIFICATIONS. THE INSTALLED WINDOW SYSTEM SHALL CONFORM TO ASTM E-283-65-T FOR WINDOW AIR INFILTRATION AND ASTM C 919 AS Is FED. SPEC. TT-5-00221 FOR PERIMETER SEALANTS IN ACOUSTICAL SITUATIONS. PROVIDE (1) 2A-105C FIRE EXTINGUISHER (WALL MOUNTED), AT EACH EXIT AND ONE PER 3000 SQUARE FEET OF FLOOR AREA. MAXIMUM TRAVEL DISTANCE SHALL BE -15 FEET TO AN EXTINGUISHER. T.O. CABINET a 60" A.F.F. MAX. STAIR NO. 4: s --- -� 360 MAXIMUM OCCI-6 360X0.2" = -12" MIN.AEXIT WIDTH REQ'D., -12" EXIT WIDTH PROVIDED ` ___ a-� A - 6-5: T T -o MAXIMUM • _: WIDTH ■ ■ ■ �. �. ■•. ■. - �'I ■ ■iIi ��II, .- - _•. IIIill MIiii IlliiiiIi iiiilVIIll I11IIIIIIIiIil1111IImil1VIill I iiii 11MIiiiilVIIlauiii�piW i ioiiiii �� �.I III III■III II■ � �� 1 ----- tE --------- I -------- ---- - ' - - � FE I I - - E I - - - - - - -- - - -+- - - - - 4j- - -- I, -- - - - - -- -- J E - ' �¢�' E40,250 - - -- E - ` FE/ - -- -- / - - -- - n V\ 4\00 ;� i FE E I;E ----E --�- / - -�--FE / --- --I- - - - ----- - - - - - -]� - ___4A1L, - 4 Im J` MAJOR D 1/ �Z`X 34,700 SF1+� m`p - FEf - �I p / STAIR NO.3: NOT AN EXIT La I - ALL NEW THROUGH � // STAIR NO. 3A: DUCT � FLOOR METHANICAL 1-10 MAXIMUM OCq'S, 110X0.21" PENERATIONS � / � SHALL BE ENCLOSED - - 5Y--A -1--#OUR- SHAFT - WALL PER YL DE51GN / NO. 469, TYPICAL. / REFER TO i HE / DETAIL BELOW / STAIR NO. 2: 240 MAXIMUM OCC'S, 240X02" = 48" MIN. EXIT WIDTH REQ'D., 45" EXIT WIDTH PROVIDED ��- SC,4LE: 1/32'' = 1' -011 34" MIN. EXIT WIDTH REQ'D., 4" -- - -- -- -- - -- - �' 1 EXLT_11JJDTH PROV1dElZ-- STAI 140. 1- :E NOT A EXIT i FEI OCCUPANT LOAD 4 EXIT WIDTH SUMMARY MAJOR 4C - 40,250 SF M USE = 34,300 SF/60 = 512 OCCUPANTS S USE = 4,000 SF/300 = 14 OCCUPANTS B USE = 1,e50 SF/100 = 20 OCCUPANTS TOTAL M USE OCCUPANT LOAD = 6O6 OCCUPANTS MAJOR 4D - 34,100 SF M USE = 21, 200 SF/60 = 454 OCCUPANTS S USE = 5,000 SF/300 = 11 OCCUPANTS B USE = 2,500 SF/100 = 25 OCCUPANTS TOTAL M USE OCCUPANT LOAD = 496 OCCUPANTS TOTAL SECOND FLOOR OCCUPANT LOAD = 1,102 TOTAL EXIT WIDTH REQUIRED = 1102XO.2 = 220.4" TOTAL EXIT WIDTH PROVIDED = 222" EXIT 48-1: 63-1 OCCUPANTS / 5 EXITS = 128 OCC'S/EXIT 120X0.2" = 26" MIN. EXIT WIDTH REQ'D., 12" EXIT WIDTH PROVIDED EXIT 48-5: 631 OCCUPANTS / 5 EXITS = 128 OCC'S/EXIT 120X0.2" = 26" MIN. EXIT WIDTH REQ'D., 32" EXIT WIDTH PROVIDED 0 EXIT 48-4: 63l OCCUPANTS / 5 EXITS = 128 OCC'S/EXIT 128XO.2" = 26" MIN. EXIT WIDTH REQ'D., 132" EXIT WIDTH PROVIDED � T TT„m SEE ECOND E IT 4A-I: T;� FLOUR PLAN, 496/4 i = 124 OCC S --------- STAIR'NO. 5 --�-- 12Xm�'"=24.8"MI .EXIT WAD H--- - r---�-- R-Q D 54 E IL}WI - PROVIDED E7Tu IA k / PRIMARY yGHTING / i 1@ ♦ PRIMA Y LIGHTIN ZONE: 40 / ♦ M OCCILIPANCY FM OCCUPAN Y U OCCUPANTS: � i OCCUPANTS: NI0 ♦ 38,11e / 60 = 631 / FE ,i60 / 60 = 496 / FE - - - - _� - -�-- - - -�- - - - o - - - - - Tc, FEI ♦♦ ; , ��♦�� 1040) ry IFE = F F EXIT 4A-2: 496/4 = 124 OCC'S "� _ T _ _ 124XO.2"=2 MIN. EXIT WIDTH RE286 EXIT -- - - - QQ ♦ - -iL� -�- - - -- - WIDTH PRO `DED - -- - u--- - IL I,0��, 1 P ] FEl Q/-� ♦ ` 0 /Q 63�-110 = 46 /2 # 234 ��` ♦ 0�' OCC'S, 4XO.2" 8" MIN. EXIT WIDTH R RED., 54" / ° r�sF ♦ 4� ��/� ,� �I EXIT WIDTH P IDED FE / �'�'C�4 ♦ s� i ♦♦ - i STAIR w'� ♦ I I / FE ♦ E FE -- -- -A - --_Im ♦ STAIR - ♦ NO. 3 I ® EXIT 4A-4: L---------- ---------------- 96/4 = 124 OCC'S - - - - -- - --- - - - - - - - - - - - - + - _ --- - ---424X0�=24®" MIN. EXIT EXIT 4A- 3. WIDTH REQ'D., 66" EXIT STAIISO. 2R i r 496/4 --124 OCC�S WIDTH PROVIDED 124XO.2 =24.8 MIN. EXIT WIDTH I REQ'D., 32EXIT WIDTH PROVIDE OE STAIR NO. I I I EXIT 48-3: TENANT4E 17,655 SF M OCCUPANCY: EXITING PER TENANT IMPROVEMENT UNDER SEPARATE PERMIT 5C,4LE: 1/32'' = 1' -0" 110 OCC'S MAXIMUM 11OX0.2"=34" MIN. EXIT WIDTH REQ'D., 34" EXIT WIDTH PROVIDED OCCUPANT LOAD 4 EXIT WIDTH SUMMARY MAJOR 4A - 213,160 SF M USE = 28,160 51=/60 = 496 OCCUPANTS TOTAL EXIT WIDTH REQUIRED = 496XO.2 = 99.2" TOTAL EXIT WIDTH PROVIDED = 440" MAJOR 45 - 38,11g SF M USE = 38,119 6F/60 = 63-1 OCCUPANTS TOTAL EXIT WIDTH REQUIRED = 63-1XO.2 = 12-7.4" TOTAL EXIT WIDTH PROVIDED = 160" I HOUR GA (FILE NO, WP 7024.1 PROPRIETARY FIRE GYPSUM WALLBOARD, STEEL C-H STUDS L One layer 1" x 24" proprietary type X gypsum panels inserted between 2-1/2" floor and ceiling J runners with H section of 2-1/2" proprietary vented C-H steel studs between panels." OPPOSITE SIDE: One layer 5/8" proprietary type X,gypsum wallboard or gypsum veneer base applied parallel to studs with 1" Type S drywall screws 12" o.c, STC estimate based on 1" minera,l fiber insulation in stud space. (NL15) 5 , PROPRIETARY GYPSUM BOARD CertainTeed Gypsum Inc ................. 5/8" Certain'Teed@ Type C Gypsum Board Continental Building Products :.................. . 5/8" Firecheck@ Type X 1" Mold Defense@ Shaftliner PABCO Gypsum........................................:...........5/8" FLAME GURBO Type X United States Gypsum,Company....... 5/8" SHEETROCKO Brand FIRECODEO Core Gypsum Panels l 1" SHEETROCK0 Brand Gypsum Liner Panels Thickness: 3-1/8" Approx. Weight: 8 psf Fire Test: UL,,R1319, 88NK2747, 2-8-88, UL Design U469 Donahou Design Group 8383 158th AVE NE SUITE 250 REDMOND, WA 98052 425.285.9992 ddgarchitects.com OS52 WHC1,11 TERED iTECT T . DCNAHOU ITA OF VASHINGGTON 0 a u 0- 0- a 0 z 0 w � � Q U z w A o r Ld Q o N Y Q U w z U o z m N r O w z w o O Q/ ��'7(-�� fF'__0N O N N Q 0 O a N � N Z � O a U U) � J Z J � w Q Q g ry � Lu 75 0 0 w 0 LLJ a Z o � z 0 U v Q W � Z � 0 Q U Z 00 U� m DRAWING CONTENTS: c Q O M Q c � J o Q LLI 0 LLI LL CODE SUMMARY DRAWING NO.: CS-1 .0 M O N O N r-I SCORE JOINTS a 5'-0" O.G. TYP TOOL JOINT W/ GROOVER/JOINTER JOINS d SEALANT ROUND FILL /G PER SPEC. TOP 12" 12" CENTER ONFLAT JOINT NRTEA FLAT TOOLED AREA EXPANSION JOINTS CENSER ON JOINS ROUND COOLED GONG SIDEWALK lo 1" DEPTH 10'-0" O.G. SYP. EDGE LT. BROOM FINISH �4 LT. BROOM FINISH 4" PAINT STRIPPING MINIMUM LT. BROOM FINISH SUBGRADE roXroXW1.4/W1.4 WWM STD. 5GH. 40 STEEL (WHITE-2COAT6) RESERVED BLUE BACK- GROUND W/ RESERVED BLUE BACK- GROUND W/ WHITE _ 6" DIA. BOLLARD - WHITE SYMBOL E SYMBOL 8 LETTERING- PAINTED (TRAFFIC LYELLOW) ETTERING 6i cf� f4 Q 4 n; Q � x° d X 'LA, o I" WHITE LETTERS W/ STD. - P WHITE LETTERS W/ STD. a a IS" DIA. GONG. BASE 4" THICK LAYER OF 61 III —III WORDING PER HANDICAP WORDING PER HANDICAP CODE 00' 0 0 00 00 0 00 \ \ \ \ \ ° STRUCT. FILL UNDER =III= ° CODE REQ'MTS REQ'MTS oo O Cl_ c 0 0 0 0 0o O 01� 0 ° o '\\ \\ \\ \\ \\ \ �t 0 0 0 000 0 °�o 0 0 0 0 U � o 0 0 00 0 0 0 0 0 0 8 0 / // // // // // /// SIDEWALK I T—N VAN Z 0 00 °0 0 0� o° O 00 0 0 a °0 0 0 o° 0 0 0°%\%\\%\\%\\%\\\/\\%\\%\\%\\%\\%\\%/\\/ =III= GRAVEL BASE z AC C E S SA B LE � o///O/O/////� / _ v v • = ROCK BASE COMPACTED = o0 0 00 0 0o O =III Donahoe Design Group 2" DIA GALV. STL POST 2" DIA GALV. STL POST ROCK BASE WI.4XWI.4 WWM AT STRUCTURAL FILL 8383 158th AVE NE 2'-611 CENTERED ON HDCP. STALL 21-roll CENTERED ON HDGP. STALL AT JOINS) SUITE 250 SCORE JOINT �SCA: X�4NSINJOINS CONCRETE �4CP TRANSITION DETAIL STEEL �Ot�ARD REDMOND, WA 98052 425.285.9992 LE: 1 1/2" = 1'-0" : 1 1/2" = 1' -0" 2 SCALE: 1 1/2" = 1'-0" SCALE: 3/4" = ddgarchitects.com ❑�� �J 0 0 0—� ❑ STANDARD CROSSWALK DETAI �.I=. Y�4N P�4RKING SIGN R�4RRIER 1=REE P�4RKING SIGN L � eS52 SCALE: 1/2°=1'-0" SCALE: I°=1'_0" SCALE: 1°=1'-0" II II II III 2 REGlSTERE© Ci-liTECT SCORE LINE D NAH©U LANDING (MIN 45" x 2 2 2 PAINTED CURB 48" /MAX SLOPE LESS ❑ � \ TA +aFV�4SHlNGTON 10 FIRE LANE THAN 2% 13� 2"MAX T 0 0 SEE SEE LOCATIONS, TYP. - 4S EXPANSION JOINT, TYP. ❑ \ ARCH. CIVIL QL NEW AGP, Q- RAMP TEXTURED SURFACE 01 11 ELEVATION Z O C� IMPRINT W/EXPANDED LATH KJ VARIES LIMITS OF X LANDING AREA MIN I/4" DEEP I \ TEXTURED I 4 �+�� WING (TYP.) WHEN SURFACE � �„ z B.F. 't' LUSTRATED / C o 0 I St S1 SIGNAGE \ CURB - p-`Q� — � ~ �� � O O 0 } SCORE LINE -0 o (TYP) B C� O O ro'-0" WIDTH PER 6'-0" ` U) 1:12 MAX SLOPE SIDEWALK 1:12 MAX SLOPE FLUSH o PLAN VARIES I \ v / TE�� MW� THROUCx$IEL 1:12 MAX SLOPE I S St 3 3 6 3) I \ GRANULAR FILL O — IMPRINT PATTERN VERIF SCORE LINE THROUGH (oil SCORE LINE — O O NTS O O - (TYP) CW JOINS CTYP) CW r PAVEMENT 2 X FULL WIDTH 2 -0 DETECTABLE WARNING 8 v 0- SIMILAR CONDITION: AGP FLUSH WITH CURB e OWNERS OPTION a THICKENED EDGE CONCRETE WALK CURD RAMP SECTION B—B SECTION C—C I■ � � 1� 9 CURB MONOLITHIC WITH RAMP E I 10 C) SCALE: 1 1/2" = 1'-0" SCALE: 1/4" = 1'-0" � v o NOTE: O EXISTING GUARDRAIL TO REMAIN. ■ v ~ ~ REPLACE ANCHORS AS REQ'D. T NA A ST ING v z 35 LIGHT MASS n v w Q 6' PRE -FABRICATED PREPARE SURFAG LIGHT MFR. BY v v O m HANDRAIL SYSTEM, SO RECEIVE PAINT I 0 v CARS (BY TENANT) FINISH ,��`� GROUT LEVELING 1� 1 1(0 CORRAL NUT 8 WASHER PER A-101 A-10 A-101 0 w MFR'S SPEC. I v Q �4 CHAIN LINK FENCE 3-03 TIES a TOP ^ 1 v ATTACH SO N T T ANCHOR BOLTS I I I I 1 EXISTING STEEL II FURNISHED 4 INSTALLED I I I t I a' I \S1 0 Y 1 -roPER MFR.'S SPECS. \ I S1 L] t Q TENANT STAGING •� � � � CONSTRUCTION I I I I I � m II 1 roll P P.V.G. CONDUIT S1 T�A1LE OCATION `— — -1 1 L� STUB UP ABOVE TOP — — t St PRE -FABRICATED — — — OF CONC. PER MFR'S Si o m CHAMFER MOUNTING BRACKET, 1 1/2"0 PIPE = SPECS s, - — CART- (BY TENANT) RAILING, TYP - LANDSCAPED �101 O CORNER _ �t -' 8-•5 VERT. \ 1� CORRAL A-101 AREA = 110 SF w - EPDXY ANCHORS ►) I ❑ � AS REQ'D. 2411 1 CONC BASE- CONTRACTOR STAGING A-101 _ OF NATURAL GREY GONG. o CONSTRUCTION TRAILE � _ W/ LT. SANDBLAST ---------- ----- Q } U z r w 'r — — — 1' FINISH 8 TOOLED I LOCATION -- _ _ _ _ _ ti m N r O CONCRETE roll roll (k O O N CURB .4 SIDES I 4� w z w o > O Q ~ O N , o O a � e GL 0'-0" I ■I ° ° ° ° ° ° ° ° ° ° I / CONTRACTOR r � CART CORRAL CURB DETAIL (E) GUARDRAIL UWKN) C A INL INK GI--ITOLE STANARD STAGING AREAz 13 „_ , 12 „_ , (a�l „ _ , A-101 SCALE: 1 -1 -0 SCALE: 1 - I -0 SCALE:-0 _ I,_��� MAJOR 4B MAJOR 4A (� L. 10L.A-101 I LANDSCAPED = — J 5 AREA = 502 SF v ) c4, A-101 6' Ste' ` WHEEL J STOP, TYP U z / PAINT ARROW ■ / ° ° ° ° ° — ° ° W GL 50LID WHITE co �- (2 GOAT5) 92 — — — — — — — I ° 2 O 30NOTE: EXISTING PARKING LOT �c X X O A-101 = IMPROVEMENTS SO REMAIN, LANDSCAPED ° ° ° ° ° ° ° ° ° D 00 J _ UNL SS OTHERWI E NOTED, TYJ AREA = 242 SF ♦ 1 Uj O 0 w `� Q W }' A-101 I LANDSCAPED � N Z_ / AREA = 348 SF z L 7 M Q CHARGING STATIONo 1 ° ° ° ° ° ° ° ° p_ L v� a (2 STALLS) I I J roll' � 1 ' 0 1 1 I r-�I �cf I � O O Q .- DICF JI I ° ti WHEEL c4, ° ° S1 STOP, TYP �R ,k I I RELOCATE STEEL L1J �g I EXISTING BOLLARD A-101 ® ® ® NATURAL -4501 LL UNDERGROUND GAS METER Z W L NTTERCEPTOR j GREASEa 266 ° ° v J I— ADA PARKING STALLS DIRECTION�4L �4RROUJ ,4D�4 P�4RKING ST,4LLS I � A-101 � ° = 24' DMPSTER AREA G z O J i 0 - fI 1 �0 1 rJ 1 i PROPOSED MOBILE O SCALE: 3/32" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/32" 00 j MERGENCY GENERATOR S U I i NEW RETAINING � � `�' a '� w WALL WITH -STEEL NEW z �e GUARDRAIL, SEE CONCRETE ° ° — o; r` STRUCTURAL RECYCLEQ 22 I 2 PAD 8 O J TENANT 4E REMOVE THE EXISTING CURB E) LOAD I N � m tim m / BARRIER ' A-101 WHEEL- `� STOP, TYP / k \ \ DRAWING CONTENTS: A-101 i ■ / \ / / SITEPLAN / 5 WHEEL Ck O, T P L A-101 STOP, TYP I St 2 L S, G S1 F, \ JP� �— DRAWING NO.: 0 20' 40' 00' A-1 01 ADA PARKING STALLS A P�4RKING ST�4LLS EXISTING A A PARKING STALLS � ,� SITE �L'°`� 19 18 1� scALE. 1 -40 � SCALE: 3/32" = 1'-0" SCALE: 3/32" = 1'-0" SCALE: 3/32" = 1'-0" NORTH